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ALLOWANCES OWNER ARCHITECT UNIT PRICES Government of the United States, Virgin Islands HONORABLE ALBERT BRYAN, JR. GOVERNOR HONORABLE TREGENZA A. ROACH, ESQ LIEUTENANT GOVERNOR Government House St. Thomas 5047 (21-22) Kongens Gade, St. Thomas, VI 00802-6487 PHONE: (340) 774-0001 FAX: ATT: Albert Bryan, Jr. Governor EMAIL: AGENCY Office of Disaster Recovery Adrienne L. Williams-Octalien, DIRECTOR V.I Public Finance Authority 1000 King Street, Suite No. 6 Christiansted, VI 00820-4905 PHONE: (340) 774-778-8135 AGENCY Virgin Islands Terrritorial Emergency Management Agency Daryl Jaschen, DIRECTOR Steve Deblasio, DEPUTY DIRECTOR 2164 King Cross Street Christiansted, VI 00820-0840 PHONE: (340) 773-2244 FAX: ATT: Steve Deblasio EMAIL: steve.deblasio@vitema.vi.gov Springline Architects, LLC Michael de Haas, AIA, LEED, PRINCIPAL Gilbert Laban, RA, PROJECT MANAGER & ARCHITECT 6346 Estate Smith Bay St. Thomas, U.S.V.I. 00802 PHONE: (340) 777-2345 FAX: (340) 777-2346 ATT: Gilbert Laban, RA EMAIL: gilbert@springlinearchitects.com MEP/FP ENGINEER Dewberry, Inc. Nicholas Saponara, PE, DBIA, SENIOR ASSOCIATE 132 West 31st Street, Suite 301 New York, NY 10001-3473 PHONE: (646) 434-3378 FAX: ATT: Nicholas Saponara, PE, DBIA EMAIL: nsaponara@dewberry.com STRUCTURAL ENGINEER Dewberry, Inc. Keith Itzler, PE, DBIA, VICE PRESIDENT 132 West 31st Street, Suite 301 New York, NY 10001-3473 PHONE: (646) 434-2839 FAX: ATT: Keith Itzler, PE, DBIA EMAIL: kitzler@dewberry.com CIVIL ENGINEER Harris Civil Engieers, LLC Neil Wolfe, PE, PROJECT MANAGER 1200 Hillcrest Street, Suite 200 Orlando, FL 32803 PHONE: (407) 629-4777 FAX: ATT: Neil Wolfe EMAIL: NeilW@harriscivilengineers.com SURVEYOR DCSC Dospiva Jeffrey Bateman, PE, PLS, PRINCIPAL Christiansted, St. Croix, VI PHONE: (340) 778-7474 FAX: ATT: Jeffrey Bateman EMAIL: jeff@thegreenpiece.us ALLOWANCE #1 SPECIALTY INTERIOR LIGHTING AND EXTERIOR BUILDING LIGHTING SYSTEMS PROVIDE AN ALLOWANCE OF $25,000 FOR REQUIRED SPECIALTY INTERIOR LIGHTING AND EXTERIOR BUILDING LIGHTING SYSTEM ALLOWANCE #2 WINDOW SHADE SYSTEM PROVIDE AN ALLOWANCE OF $1,000 PER WINDOW (EXCLUDING STAIRS) FOR INTERIOR SUN CONTROL MANUAL SHADE DEVICES ALLOWANCE #3 ELECTRIC VEHICLE CHARGING STATIONS PROVIDE AN ALLOWANCE OF $10,000 FOR ELECTRIC VEHICLE CHARGING INFRASTRUCTURE ALLOWANCE #4 SITE LIGHTING PROVIDE AN ALLOWANCE FOR ENTRY ROAD, SECONDARY ROAD, PARKING LOT AND OTHER SITE LIGHTING ALLOWANCE #5 ELECTRICAL INFRASTRUCTURE FOR FUTURE COMM TOWER PROVIDE AN ALLOWANCE OF $20,000 FOR (4) 4" EMPTY CONDUITS FROM FUTURE COMMUNICATIONS TOWER PAD INTO MAIN IT CLOSET OF BUILDING ALLOWANCE #6 SOUND MITIGATION APPLICATIONS PROVIDE AN ALLOWANCE OF $25,000 FOR ACOUSTIC CEILING AND/OR WALL SYSTEMS AT EOC, 911 CALL CENTER, MAIN LOBBY, AND JOINT UTILIZATION SPACES. SITE SITE REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs PROJECT TEAM PROJECT MAP ODR PROJECT #: AGENCIES ODR PROJECT NUMBER 03.04.2022 08.18.2022 G000 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room TITLE SHEET 30% CONSTRUCTION DOCUMENTS 470-20-02 30% CONSTRUCTION DOCUMENTS Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 4340-0010 4340-0010 No. Description Date REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 G001 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room SHEET INDEX 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 A304 WALL SECTIONS A305 WALL SECTIONS A307 SECTION DETAILS A308 SECTION DETAILS A309 PLAN DETAILS - LEVEL 1 A310 PLAN DETAILS - LEVEL 2 A311 PLAN DETAILS- LEVEL 2 A312 PLAN DETAILS- LEVEL 2 A320 ROOF DETAILS A321 ROOF DETAILS A322 ROOF DETAILS A401 ENLARGED BATHROOM PLANS, ELEVATIONS, & DETAILS A402 ENLARGED BATHROOM PLANS, ELEVATIONS, & DETAILS A403 ENLARGED PLANS AND ELEVATIONS A404 ENLARGED PLANS AND ELEVATIONS A405 ENLARGED PLANS AND ELEVATIONS A451 CASEWORK SECTIONS A531 STAIR1 - ENLARGED PLANS & SECTIONS A532 STAIR 2 - ENLARGED PLANS & SECTIONS A533 STAIR 3 - ENLARGED PLANS & SECTIONS A534 ELEVATOR - ENLARGED PLANS & SECTIONS A560 FENCE DETAILS A561 FENCE DETAILS A601 DOOR & WINDOW SCHEDULES A602 DOOR DETAILS A603 DOOR DETAILS A604 GLAZING & FRAME SYSTEM ELEVATIONS A605 GLAZING & FRAME SYSTEM ELEVATIONS A606 INTERIOR STOREFRONT FRAME ELEVATIONS A607 ALUM. GLAZING & FRAME SYSTEM DETAILS A608 ALUM. GLAZING & FRAME SYSTEM DETAILS A700 BASEMENT FLOOR - REFLECTED CLNG PLAN A701 1ST FLOOR - REFLECTED CEILING PLAN A702 2ND FLOOR - REFLECTED CEILING PLAN A703 3RD FLOOR - REFLECTED CEILING PLAN A704 4TH FLOOR - REFLECTED CEILING PLAN A801 GROUND & 1ST FLOOR - FINISH PLANS A802 2ND FLOOR - FINISH PLANS A803 3RD FLOOR - FINISH PLAN A804 4TH FLOOR - FINISH PLAN A805 INTERIOR FINISH DETAILS A901 PERSPECTIVES A902 RENDERINGS A950 ENVIRONMENTAL GRAPHICS PLAN FIRE PROTECTION F-001 FIRE PROTECTION SYMBOLS, ABBREVIATIONS & NOTES F-101 BASEMENT FIRE PROTECTION PIPING PLAN F-111 FIRST FLOOR FIRE PROTECTION PIPING PLAN F-112 SECOND FLOOR FIRE PROTECTION PIPING PLAN F-131 THIRD FLOOR FIRE PROTECTION PIPING PLAN F-141 FOURTH FLOOR FIRE PROTECTION PIPING PLAN F-151 ROOF FIRE PROTECTION PIPING PLAN F-601 SCHEDULES F-901 RISER DIAGRAMS PLUMBING P-001 PLUMMING SYMBOLS, ABBREVIATIONS & NOTES P-101 BASEMENT PLUMBING PLAN P-111 FIRST FLOOR PLUMBING PLAN P-121 SECOND FLOOR PLUMBING PLAN P-131 THIRD FLOOR PLUMBING PLAN P-141 FOURTH FLOOR PLUMBING PLAN P-151 ROOF PLUMBING PLAN P-601 SCHEDULES MECHANICAL M-001 MECHANICAL SYMBOLS, ABBREVIATIONS & NOTES M-111 FIRST FLOOR DUCTWORK PLAN M-121 SECOND FLOOR DUCTWORK PLAN M-131 THIRD FLOOR DUCTWORK PLAN M-141 FOURTH FLOOR DUCTWORK PLAN M-152 MECHANICAL ROOF EQUIPMENT PLAN M-601 SCHEDULES AND DIAGRAMS ELECTRICAL E-001 ELECTRICAL SYMBOLS & ABBREVIATIONS E-002 ELECTRICAL NOTES & SCHEDULES ES-101 ELECTRICAL SITE ES-102 UTILITY BUILDING PLAN ES-103 LIGHTING PROTECTION PLAN E-101 BASEMENT POWER PLAN E-111 FIRST FLOOR POWER PLAN E-121 SECOND FLOOR POWER PLAN E-131 THIRD FLOOR POWER PLAN E-141 FOURTH FLOOR POWER PLAN E-301 POWER RISER DIAGRAMS E-501 DETAILS TELECOM T-001 TECHNOLOGY LEGEND T-101 BASEMENT TECHNOLOGY PLAN T-111 FIRST FLOOR TECHNOLOGY FLOOR PLAN T-112 FIRST FLOOR TECHNOLOGY REFLECTED CEILING PLAN T-121 SECOND FLOOR TECHNOLOGY PLAN T-122 SECOND FLOOR TECHNOLOGY REFLECTED CEILING PLAN T-131 THIRD FLOOR TECHNOLOGY FLOOR PLAN T-132 THIRD FLOOR TECHNOLOGY REFLECTED CEILING PLAN T-141 FOURTH FLOOR TECHNOLOGY FLOOR PLAN T-142 FOURTH FLOOR TECHNOLOGY REFLECTED CEILING PLAN T-151 ROOF TECHNOLOGY PLAN T-201 TECHNOLOGY LARGE SCALE PLANS GENERAL G000 TITLE SHEET G001 SHEET INDEX G002 CODE ANALYSIS G003 BASEMENT & 1ST FLOOR LIFE SAFETY PLANS G004 2ND & 3RD FLOOR LIFE SAFETY PLANS G005 4TH FLOOR LIFE SAFETY PLAN G006 ABBREVIATIONS, LEGENDS, & MOUNTING HEIGHTS G007 TYPICAL CLEARANCES G008 TYPICAL DETAILS G103 FIRE RATED ASSEMBLIES G104 FIRE RATED ASSEMBLIES G200 WALL & ROOF ASSEMBLIES CIVIL C0.00 COVER SHEET C0.01 GENERAL NOTES C0.02 EXISTING CONDITIONS PLAN C0.90 DEMOLITION PLAN C1.00 SITE PLAN C1.01 GEOMETRY PLAN C2.00 GRADING & DRAINAGE PLAN C3.00 UTILITY PLAN C4.00 DETAILS SHEET 1 C4.01 DETAILS SHEET 2 C4.02 DETAILS SHEET 3 C4.03 DETAILS SHEET 4 STRUCTURAL S001 GENERAL STRUCTURAL NOTES S002 LOADING CRITERIA S101 FOUNDATION PLAN S102 BASEMENT LEVEL PLAN S103 FIRST FLOOR PLAN S104 SECOND FLOOR PLAN S105 THIRD FLOOR PLAN S106 FOURTH FLOOR PLAN S107 ROOF PLAN S201 WALL ELEVATIONS SOUTH TOWER S202 WALL ELEVATIONS NORTH TOWER S203 WALL ELEVATIONS CONNECTING CORRIDOR S301 TYPICAL CONCRETE DETAILS (1 OF 3) S302 TYPICAL CONCRETE DETAILS (2 OF 3) S303 TYPICAL CONCRETE DETAILS (3 OF 3) S304 TYPICAL MASONRY DETAILS S501 FOUNDATION SECTIONS S601 BUILDING SECTIONS S602 BUILDING SECTIONS ARCHITECTURAL A100 BASEMENT FLOOR PLANS A101 1ST FLOOR DIMENSION PLAN A102 1ST FLOOR REFERENCE PLAN A103 1ST FLOOR FFE PLAN A104 2ND FLOOR DIMENSION PLAN A105 2ND FLOOR REFERENCE PLAN A106 2ND FLOOR FFE PLAN A107 3RD FLOOR DIMENSION PLAN A108 3RD FLOOR REFERENCE PLAN A109 3RD FLOOR FFE PLAN A110 4TH FLOOR DIMENSION PLAN A111 4TH FLOOR REFERENCE PLAN A112 4TH FLOOR FFE PLAN A113 ROOF PLAN A114 N.E. MECHANICAL BUILDING PLANS A115 N.E. MECHANICAL BUILDING ELEVATIONS A116 S.E. MECHANICAL YARD & PATIO A117 2ND FLOOR - ACCESS PLANS & DETAILS A118 2ND FLOOR - EXTERIOR DETAILS A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A203 ENLARGED ELEVATION DETAILS A204 ENLARGED ELEVATION DETAILS A301 BUILDING SECTIONS A302 BUILDING SECTIONS A303 WALL SECTIONS No. Description Date (FUTURE SHEET - NOT INCLUDED IN 30% CDs) (FUTURE SHEET - NOT INCLUDED IN 30% CDs) (FUTURE SHEET - NOT INCLUDED IN 30% CDs) (FUTURE SHEET - NOT INCLUDED IN 30% CDs) (FUTURE SHEET - NOT INCLUDED IN 30% CDs) (FUTURE SHEET - NOT INCLUDED IN 30% CDs) (FUTURE SHEET - NOT INCLUDED IN 30% CDs) (FUTURE SHEET - NOT INCLUDED IN 30% CDs) (FUTURE SHEET - NOT INCLUDED IN 30% CDs) FE b OCCUPANCY A, E, F-1, M, R, S-1 15 NET BUSINESS AREAS CONCENTRATED BUSINESS USE AREAS SLEEPING AREAS KITCHENS, COMMERCIAL (PER SECTION 303.3) STANDING SPACE UNCONCENTRATED (TABLES AND CHAIRS) (PER SECTION 303) FUNCTION OF SPACE OCCUPANT LOAD FACTOR a STORAGE OCCUPANCY S NS TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) H-5 S = BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1. NS= BUILDING NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1. N = NO SEPARATION REQUIREMENT. NP= NOT PERMITTED. a. SEE SECTION 420. b. THE REQUIRED SEPARATION FROM AREAS USED ONLY FOR PRIVATE OR PLEASURE VEHICLES SHALL BE REDUCED BY 1 HOUR BUT TO NOT LESS THAN 1 HOUR. c. SEE SECTION 406.3.2 AND 406.6.4. d. SEPARATION IS NOT REQUIRED BETWEEN OCCUPANCIES OF THE SAME CLASSIFICATION. e. SEE SECTION 422.2 FOR AMBULATORY CARE FACILITIES. OCCUPANCY MAXIMUM OCCUPANT LOAD OF SPACE MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (feet) Without Sprinkler System (feet) Occupant Load With Sprinkler System (feet) A, E, M B TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT S NS S NS S NS S NS S NS S NS S NS S NS S NS H-3, H4 H-2 H-1 F-2, S-2b, U Ra I-2 I-1a, I-3, I-4 A, E Be, F-1, M, S-1 A, E I-1a, I-3, I-4 I-2 Ra F-2, S-2b, U Be, F-1, M, S-1 H-1 H-2 H-3, H4 H-5 2 2 3 NP 1 N 1 2 1 NP 3 4 2 1 2 2 3 1 1 1 2 2 2 3 2 2 2 3 1 2 3 1 3 4 2 1 1 2 2 3 1 2 NP 2 NP 2 NP 2 NP 2 NP 1 NP NP 1 NP 1 NP N NP NP NP NP NP NP NP N 1 NP N NP 1 NP d 2 3 3 4 NP 1 2 N 1 1 2 2 NP 1 2 N N NP 2 NP 2 NP 2 NP 3 NP 3 NP 3 NP NP NP NP NP NP NP NP NP NP NP 2 3 3 4 1 2 2 3 N N N N N N N N N 2 NP 2 NP 1 NP 1 2 1 2 1 2 1 2 2 NP 2 NP 1c 2c TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE a MEANS OF EGRESS REQUIREMENTS AND ACCESSIBILITY (IBC CHAPTERS 10 & 11) 1005.3.2 OTHER EGRESS COMPONENTS (EXCEPTION 1- SPRINKLED BUILDING) 'B' BUSINESS AND 'A' ASSEMBLY: MAXIMUM OF 49 OCCUPANTS WITH ONE EXIT 'S' STORAGE: MAXIMUM OF 29 OCCUPANTS WITH ONE EXIT 'U' UTILITY: MAXIMUM OF 49 OCCUPANTS WITH ONE EXIT 1007.1.1 WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS STAIRWAYS OR RAMPS, OR ANY COMBINATIO THEREOF, ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED AT A DISTANCE APART EQUAL TO NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM. REFER LIFE SAFETY PLAN SHEET G003 1008.2 ILLUMINATION REQUIRED 1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED 1010.1.1 SIZE OF DOORS 1013.1 WHERE REQUIRED. EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR PATH OF EGRESS TRAVEL IS NOT IMMEADIATELY VISIBLE TO THE OCCUPANTS. 1017.2 EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1017.2 1020.1 CORRIDORS SHALL BE FIRE-RESISTANCE RATED IN ACCORDANCE WITH TABLE 1020.1. 1020.2 THE REQUIRED CAPACITY OF CORRIDORS SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1, BUT THE MINIMUM WIDTH SHALL BE NOT LESS THAN THAT SPECIFIED IN TABLE 1020.1 1028.1 EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. THE EXIT DISCHARGE SHALL BE AT GRADE OR SHALL PROVIDE A DIRECT PATH OF EGRESS TRAVEL TO GRADE. 1101.2 BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH THIS CODE AND ICC A117.1 1004 1005 1006 1007 1008 1009 1010 1013 1017 1020 1028 1020 1101 OCCUPANT LOAD MEANS OF EGRESS SIZING NUMBER OF EXITS AND EXIT ACCESS DOORWAYS EXIT AND EXIT ACCESS DOORWAY CONFIGURATION MEANS OF EGRESS ILLUMINATION ACCESSIBLE MEANS OF EGRESS DOORS, GATES AND TURNSTILES EXIT SIGNS EXIT ACCESS TRAVEL DISTANCE CORRIDORS EXIT DISCHARGE CORRIDORS GENERAL (ACCESSIBILITY) 1 OCCUPANT PER 150SF ('B' BUSINESS) 0.15" PER OCCUPANT 4 STORIES, GROUP B, REFERENCE LIFE SAFETY PLANS ON SHEET G003 FOR OCCUPANCY, OCCUPANT LOADS, AND EXIT CAPACITY / ACTUAL OCCUPANTS. SEE LIFE SAFETY PLAN FOR DIAGONAL DISTANCES AND DISTANCES BETWEEN EXITS. EGRESS ILLUMINATION PROVIDED, SEE DRAWINGS 1 ACCESSIBLE EXITS REQUIRED / 1 ACCESSIBLE EXITS PROVIDED SEE LIFE SAFETY PLAN FOR EGRESS DOOR WIDTHS, CAPACITY, AND ACTUAL OCCUPANTS SERVED SEE LIFE SAFETY PLAN FOR EXIT SIGN LOCATIONS SEE LIFE SAFETY PLAN FOR TRAVEL DISTANCES SEE LIFE SAFETY PLAN FOR FIRE RATINGS EXIT DISCHARGE PROVIDED DIRECTLY TO GRADE [OR DESCRIBE ANOTHER METHOD HERE] SEE DIMENSION PLAN FOR CORRIDOR WIDTHS. ACCESSIBILITY PROVIDED CODE REQUIRMENT AS DESIGNED SECTION TITLE CODE WITHOUT SPRINKLER SYSTEM (feet) WITH SPRINKLER SYSTEM (feet) I-1 B F-2, S-2, U H-1 H-2 H-3 H-4 H-5 I-2, I-3, I-4 200 NOT PERMITTED 200 NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED 300 NOT PERMITTED 250 200 300 200 175 150 100 75 400 250 c c c c c c c c c 49 49 75 100 75 75 75 100 OL < 30 OL > 30 150 GROSS # OF PEOPLE, NOT < 1 OCCUPANT/ 50SF (1004.8) 300 GROSS 120 GROSS 200 GROSS NP NP 1 2c c NP N NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2 2 NP NP 2 2 NP NP NP NP NP NP 2 2 NP NP 2 2 NP NP NP NP NP NP 1 1 NP NP f. OCCUPANCY SEPARATIONS THAT SERVE TO DEFINE FIRE AREA LIMITS ESTABLISHED IN CHAPTER 9 FOR REQUIRING FIRE PROTECTION SYSTEMS SHALL ALSO COMPLY WITH SECTION 707.3.10 AND TABLE 707.3.10 IN ACCORDANCE WITH SECTION 901.7. S 29 100 75 100 U 49 100 75 75 NOT APPLICABLE FEC - FIRE EXTINGUISHER CABINET, SEMI-RECESSED LIFE SAFETY LEGEND REFER TO ELECTRICAL FOR COMPLETE LIST EXIT SIGN OCCUPANCY COUNT OF AREA DOOR PROVIDED W/ PANIC HARDWARE OR PUSH/PULL P EXIT DOOR CAP LOAD XX" CLEAR CAP - EXIT CAPACITY LOAD - ANTICIPATED LOAD CLEAR - CLEAR EXIT DOOR WIDTH (INCHES) 10 EGRESS TRAVEL PATH DISTANCE BETWEEN EXIT DOORS FE - FIRE EXTINGUISHER PER LOCAL JURISDICTION. COORDINATE LOCATIONS IN FIELD. BASEMENT FLOOR = 3,184 SF • Storage 'S' occupancy 2 occupants • Mechanical space unoccupied space, 4 occupants max. • Total =6 occupants 1ST FLOOR = 7,025 SF • Accessory Concentrated Business Use Area : 1660 square feet @ 1 occup./50sf = 34 occupants • Remaining 5,365 square feet Business Use Area @ 1/150 sf = 36 occupants • Total =70 occupants 2ND FLOOR = 7,025 SF • 7,025 square feet Business Use Area @ 1/150 sf = 36 occupants • Total =47 occupants 3RD FLOOR = 6,590 SF • Unfixed seathing area : 500 square feet @ 1 occup./15sf = 34 occupants • Remaining 6,090 square feet Business Use Area @ 1/150 sf = 41 occupants • Total =75 occupants 4TH FLOOR = 6,590 SF • 6,590 square feet Business Use Area @ 1/150 sf = 44 occupants • Total =44 occupants TOTAL = 30,052 SF (GROSS) TOTALOCCUPANTS= 236 occupants MAX DIAGONAL = 192'-2" DISTANCE BETWEEN EXITS = 1/3 DIAGONAL = 64' MINIMUM ACTUAL DISTANCE BETWEEN EXITS = 77'-6" 'B' BUSINESS OCCUPANCY - SPRINKLED MAXIMUM OL OF SPACE WITH 1 EXIT = 49 MAX COMMON PATH OF EGRESS = 100' (1006.2.1) MAX TRAVEL DISTANCE = 300' (1017.2) STAIR (1019) (713)(716) CONSTRUCTION RATING REQUIRED (2HR) (1023.2) 2-HR. FIRE BARRIER (707.3.10) TOP ENCLOSURE (707.5) SUPPORTING CONSTRUCTION (707.5.1) AREA OF REFUGE(NOT REQUIRED) (1009- EXCEPTION 2) 90 MIN. DOORS (716.1(2) (ICC500-306.4) ICC500 (506.2) ACCESSIBLE ROUTE REQUIRED (1104.4) ELEVATOR CAN BE PART OF ACCESSIBLE ROUTE AND MUST COMPLY WITH (1009.4.1 AND 1009.4.2) STAND-BY POWER PROVIDED PER CHPTR. 27 (1009.4.1) ICC500 - STORM SHELTER AREA OF BUILDING (306.2)SHALL BE FIRE RESISTANCE RATED (603)+ APPLICABLE CODE- 2HR RATED (603.1) OCCUPANT LOAD OF 16 OR LESS DO NOT REQUIRE EMERGENCY ESCAPE (504.4) IMPACT RESISTANT GLAZING (306.4.1) OCCUPANCY 2019 US VIRGIN ISLANDS CODE TITLE 29 - PUBLIC PLANNING AND DEVELOPMENT CHAPTER 5 - BUILDING CODE SUBCHAPTER I - TITLE AND GENERAL PROVISIONS § 292. GENERAL PURPOSES, APPLICATION, AND SCOPE • (F) PUBLIC BUILDINGS. THE 2003 INTERNATIONAL BUILDING CODE AND ANY SUBSEQUENT AMENDMENTS THERETO, ARE HEREBY ADOPTED AND INCORPORATED BY REFERENCE IN THE VIRGIN ISLANDS BUILDING CODE, AND NOTWITHSTANDING THE PROVISIONS OF ANY OTHER LAW, SHALL BE APPLICABLE TO EVERY PUBLIC BUILDING AND STRUCTURE IN THE VIRGIN ISLANDS PURSUANT TO SUBSECTION (B) OF THIS SECTION. • (G) NON-PUBLIC BUILDINGS, EXCEPT ONE AND TWO FAMILY DWELLINGS AND ONE FAMILY TOWNHOUSES NOT MORE THAN THREE STORIES IN HEIGHT. CHAPTERS ONE THROUGH THIRTY-FIVE, AND ALL APPENDICES CITED THEREIN OF THE 2003 INTERNATIONAL BUILDING CODE AND ANY SUBSEQUENT AMENDMENTS THERETO, ARE HEREBY ADOPTED AND INCORPORATED BY REFERENCE IN THE VIRGIN ISLANDS BUILDING CODE, AND NOTWITHSTANDING THE PROVISIONS OF ANY OTHER LAW, SHALL BE APPLICABLE TO EVERY NON- PUBLIC BUILDING AND STRUCTURE IN THE VIRGIN ISLANDS PURSUANT TO SUBSECTION (B) OF THIS SECTION, EXCEPT ONE AND TWO FAMILY DWELLINGS AND ONE FAMILY TOWNHOUSES NOT MORE THAN THREE STORIES IN HEIGHT. • (H) ONE AND TWO FAMILY DWELLINGS AND ONE FAMILY TOWNHOUSES NOT MORE THAN THREE STORIES IN HEIGHT. CHAPTERS ONE THROUGH FORTY-THREE, AND ALL APPENDICES CITED THEREIN OF THE INTERNATIONAL RESIDENTIAL CODE, 2003 EDITION, AND ANY SUBSEQUENT AMENDMENTS THERETO, ……. • (K) APPLICABILITY OF THE 2003 INTERNATIONAL ENERGY CONSERVATION CODE. NOTWITHSTANDING ANY LAW TO THE CONTRARY, THE 2003 INTERNATIONAL ENERGY CONSERVATION CODE AND ANY SUBSEQUENT AMENDMENTS THERETO ARE ADOPTED AND INCORPORATED BY REFERENCE AS A PART OF THE VIRGIN ISLANDS BUILDING CODE, TITLE 29 VIRGIN ISLANDS CODE, CHAPTER 5, AND SHALL BE APPLICABLE TO EVERY PUBLIC, COMMERCIAL AND RESIDENTIAL BUILDING OR STRUCTURE IN THE VIRGIN ISLANDS. THE RESULT OF TITLE 29 OF THE 2019 VIRGIN ISLAND CODE, IS THAT THE INTERNATION BUILDING CODES, 2021 EDITIONS BE USED AS THE MOST RECENTLY ADOPTED VERSIONS BY THE INTERNATION CODE COUNCIL DESIGNER FIRM NAME TELEPHONE # EMAIL SPRINGLINE ARCHITECTS ARCHITECT JERRY TRAINO (843) 437-8879 jerry.traino@novusa.com MECHANICAL ELECTRICAL PLUMBING PROJECT NAME PROJECT ADDRESS OWNER/AGENT OWNED BY JURISDICTION PROPOSED USE VITEMA EOC AND WIND RETROFIT HERMAN HILL, ST. CROIX HEADQUARTERS / OFFICE SPACE AND SAFE ROOM SPRINGLINE ARCHITECTS - JERRY TRAINO (843) 437-8879 jerry.traino@novusa.com USVI GOVERNMENT FLOOR EXISTING BUILDING AREA (SF) NEW BUILDING AREA (SF) ALLOWABLE BUILDING AREA (SF) : TABLE 506.2 BASEMENT FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR TOTAL AREA (SF) INCIDENTAL USES (TABLE 509.1) FURNACE ROOM WHERE ANY PIECE OF EQUIPMENT IS OVER 400,000 BTU PER HOUR INPUT ROOMS WITH BOILERS WHERE THE LARGEST PIECE OF EQUIPMENT IS OVER 15 PSI AND 10 HP REFRIGERANT MACHINE ROOM HYDROGEN CUTOFF ROOMS, NOT CLASSIFIED AS GROUP H INCINERATOR ROOMS PAINT SHOPS, NOT CLASSIFIED AS GROUP H, LOCATED IN OCCUPANCIES OTHER THAN GROUP F LABORATORIES AND VOCATIONAL SHOPS, NOT CLASSIFIED AS GROUP H, LOCATED IN A GROUP E OR I-2 GROUP, OR AMBULATORY HEALTHCARE FACILITIES LAUNDRY ROOMS OVER 100 SF GROUP I-3 CELLS EQUIPPED WITH PADDED SURFACES GROUP I-2 OR AMBULATORY HEALTHCARE FACILIITES, WASTE AND LINEN COLLECTION ROOMS GROUP I-2 PHYSICAL PLANT MAINTENANCE SHOPS STATIONARY STORAGE BATTERY SYSTEMS HAVING A LIQUID ELECTROLYTE CAPACITY OF MORE THAN 50 GALLONS, OR A LITHIUM-ION CAPACITY OF 1000 LBS USED FOR FACILITY STANDBY POWER, EMERGENCY POWER OR UNINTERRUPTED POWER SUPPLIES ROOMS CONTAINING FIRE PUMPS GROUP I-2 AND AMBULATORY HEALTHCARE FACILITIES, STORAGE ROOMS OVER 100 SF SPECIAL USES (SECTION 422 IBC) 402 403 404 405 406 407 408 409 410 411 413 414 415 416 417 418 419 420 421 422 423 424 425 426 510.2 510.3 510.4 510.5 510.6 510.7 510.8 510.9 SPECIAL PROVISIONS LIFE SAFETY PLAN REQUIREMENTS FIRE AND/OR SMOKE RATED WALL LOCATIONS (CHAPTER 7) ASSUMED AND REAL PROPERTY LINE LOCATIONS - SEE CIVIL EXTERIOR WALL OPENING AREA W/ RESPECT TO DISTANCE TO ASSUMED PROPERTY LINES (705) EXISTING STRUCTURES WITHIN 30' OF THE PROPOSED BUILDING OCCUPANCY TYPES FOR EACH AREA AS RELATES TO OCCUPANT LOAD CALCULATION (1004.1.1) OCCUPANT LOADS FOR EACH AREA (TABLE 1004.5) EXIT ACCESS TRAVEL DISTANCES (1017 300'-0" MAX) DEAD END LENGTHS (1020.4 50'-0" MAX.) CLEAR EXIT WIDTHS FOR EACH EXIT DOOR MAX. CALCULATED OCCUPANT LOAD CAPACITY EACH EXIT DOOR CAN ACCOMMODATE BASED ON EGRESS WIDTH (1005.1) ACTUAL OCCUPANT LOAD FOR EACH EXIT DOOR A SEPARATE SCHEMATIC PLAN INDICATING WHERE FIRE-RATED FLOOR/CEILING AND/OR ROOF STRUCTURE IS PROVIDED FOR PURPOSES OF OCCUPANCY SEPARATION. LOCATION OF DOORS WITH PANIC HARDWARE (1010.1.10) LOCATION OF DOORS WITH DELAYED EGRESS LOCKS AND THE AMOUNT OF DELAY (1010.1.9.7) LOCATION OF DOORS WITH ELECTROMAGNETIC EGRESS LOCKS (1010.1.9.9) LOCATION OF DOORS EQUIPPED WITH HOLD-OPEN DEVICES LOCATION OF EMERGENCY ESCAPE WINDOWS (1030) THE SQUARE FOOTAGE OF EACH FIRE AREA (CH 9) THE SQUARE FOOTAGE OF EACH SMOKE COMPARTMENT (407.5) * NOTE ANY CODE EXCEPTIONS OR TABLE NOTES THAT MAY HAVE BEEN UTILIZED REGARDING THE ITEMS ABOVE. ALLOWABLE HEIGHT (TABLES 504.3 & 504.4) SHOWN ON PLANS ALLOW. HEIGHT (TABLE 504.4) % INCREASE SPRINKLERS NOTES TYPE OF CONSTRUCTION BUILDING HEIGHT (FT) BUILDING HEIGHT (STORIES) FIRE PROTECTION REQUIREMENTS FIRE SEPARATION DISTANCE (FT) REQUIRED PROVIDED SHEET # DESIGN # RATING DETAIL # RATED ASSEMBLY RATED PENETRATION (IIB) FRAME, INCLUDING COLUMNS, GIRDERS, TRUSSES DRAWING LOCATION RATED JOINTS BEARING WALLS EXTERIOR NORTH EAST WEST SOUTH INTERIOR NON-BEARING WALLS & PARTITIONS EXTERIOR NORTH EAST WEST SOUTH INTERIOR WALLS & PARTITIONS FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS & JOISTS ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS & JOISTS SHAFT ENCLOSURES - EXIT SHAFT ENCLOSURES - OTHER CORRIDOR SEPARATION OCCUPANCY SEPARATION PARTY/FIREWALL SEPARATION SMOKE BARRIER SEPARATION TENANT SEPARATION INCIDENTAL USE SEPARATION * INDICATE SECTION NUMBER PERMITTING REDUCTION LIFE SAFETY SYSTEM REQUIREMENTS EMERGENCY LIGHTING YES NO EXIT SIGNS FIRE ALARM SMOKE DETECTION SYSTEMS PANIC HARDWARE YES NO YES NO YES NO YES NO PARTIAL PARTIAL PARTIAL PARTIAL PARTIAL 412 2021 - BUILDING CODE SUMMARY AND LIFE SAFETY ANALYSIS N/A IIB - 75' 4 4 (ABOVE GRADE) 70'-0" (MAX.) IIB 5 STORIES W/ BASEMENT - TAKEN FROM TOP OF STAIR OCCUPANCY (SECTION 304) ASSEMBLY BUSINESS EDUCATIONAL FACTORY HAZARDOUS INSTITUTIONAL MERCANTILE STORAGE UTILITY MISCELLANEOUS RESIDENTIAL EMAIL PHONE ST. CROIX BUILDING DEPARTMENT FEMA 6,590 SF 7,025 SF - 30,052 SF N/A 6,590 SF N/A 7,025 SF 2,822 SF 69,000 SF (without increases) 69,000 SF (without increases) 69,000 SF (without increases) 69,000 SF (without increases) 69,000 SF (without increases) A-1 A-2 A-3 A-4 H-1 DETONATE I-1 F-1 MODERATE F-2 FLOW H-2 DEFLAGRATE I-2 H-3 COMBUST I-3 (1,2,3,4 or 5) H-4 HEALTH I-4 H-5 HPM R-1 R-2 R-3 R-4 S-1 MODERATE S-2 SLOW HIGH PILED REPAIR GARAGE ENCLOSED OPEN PARK GARAGE ACCESSORY OCCUPANCY - (SECTION 508) ASSEMBLY BUSINESS EDUCATIONAL FACTORY HAZARDOUS INSTITUTIONAL MERCANTILE STORAGE UTILITY MISC. RESIDENTIAL A-1 A-2 A-3 A-4 A-5 H-1 DETONATE I-1 F-1 MODERATE F-2 FLOW H-2 DEFLAGRATE I-2 H-3 COMBUST I-3 (1,2,3,4 or 5) H-4 HEALTH I-4 H-5 HPM R-1 R-2 R-3 R-4 S-1 MODERATE S-2 LOW HIGH PILED REPAIR GARAGE ENCLOSED OPEN PARKING GARAGE * - - - - - - - - - 0 HR 0 HR - - - - - - 0 HR 0 HR - - - - - 0 HR 0 HR - - - - - > 10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 HR - 1 HR 1 HR - 1 HR N/A - N/A N/A - N/A N/A - N/A - - N/A - N/A - - - - - BUILDING CODE INTERNATIONAL BUILDING CODE 2021 EDITION APPLICABLE CODES - OTHER BUILDING DATA - CONSTRUCTION TYPE (TABLE 601) I-A SPRINKLERS YES STANDPIPES II-A III-A IV-A V-A I-B I I-B I I I-B I V-B V-B FIRE DISTRICT NO PARTIAL NFPA 13 NFPA 13R NFPA 13D NFPA CLASS YES NO I I I I I I WET DRY YES NO FLOOD HAZARD AREA YES NO BUILDING HEIGHT NO. OF STORIES 4 + BASEMENT 62'-0" UPFIT ADDITION NEW CONSTRUCTION RENOVATION REPAIR ALTERATIONS RECONSTRUCTION EXISTING N/A - - > 10 > 10 > 10 > 10 > 10 > 10 > 10 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR DEWBERRY - - - 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR - - (646) 434-3378 NICHOLAS SAPONARA nsaponara@Dewberry.com B N/A N/A 2021 INTERNATIONAL MECHANICAL CODE 2021 INTERNATIONAL PLUMBING CODE 2021 NATIONAL ELECTRICAL CODE 2021 INTERNATIONAL ENERGY CONSERVATION CODE 2021 INTERNATIONAL FIRE CODE 2021 INTERNATIONAL FUEL GAS CODE USE(S) : SECTION 304 - IBC BUSINESS GROUP 'B' 2017 ICC/ANSI A117.1 CONSTRUCTION DATE RENOVATED DATE 2023 (ANTICIPATED) N/A AMBULATORY BUSINESS (HEALTH CARE) OCCUPANT LOAD (TABLE 1004.5) OCCUPANT LOAD OCCUPANCY BUILDING AREA LOAD FACTOR / PER SQUARE FOOT IIB PLUMBING FIXTURE REQUIREMENTS (TABLE 2902.1) DRINKING FOUNTAINS USE WATER CLOSETS URINALS UNISEX MALE FEMALE LAVATORIES PROV. PROV. PROV. PROV. TOTAL REQ. TOTAL REQ. TOTAL REQ. PROV. PROV. TOTAL REQ. NOT APPLICABLE BUSINESS 201 30,052 150 GROSS PROJECT DESCRIPTION The new building will be approximately 25,000 sf, built on an existing footprint of approximately 6,000 sf. This will result in a 4-story building containing 911 call center, EOC and VITEMA operations that accommodates 200 essential personnel required for emergency and disaster response within the US Virgin Islands. In addition, the building shall also contain a basement level of 2492 sf, which will include cistern, MEP support facilities and storage of supplies and equipment required for EOC activation. The program includesVITEMA Emergency Operations Center that is required to meet the International Building Code Requirements for a Risk Category IV Building. The buildling also includes a Safe Room program that is required to meet meet the 2000 edition of the International Code Council (ICC) 500 Standard for the Design and Construction of Storm Shelters as well as the requirements in the Fourth Edition of FEMA P-361 Safe Rooms for Tornadoes and Hurricanes: Guidance for Community and Residential Safe Rooms. The entire buildlign core and shell will be buiilt to meet meet the 2000 edition of the International Code Council (ICC) 500 Standard for the Design and Construction of Storm Shelters as well as the requirements in the Fourth Edition of FEMA P-361 Safe Rooms for Tornadoes and Hurricanes: Guidance for Community and Residential Safe Rooms. N/A N/A N/A N/A AS DESIGNED 1 occupant per 150 SF, per table 1004.1.2 • 1004.1 Design occupant load. • 1008.2 Illumination required. IBC CHAPTERS 10 & 11 • 1009.1 Accessible means of egress required. Egress illumination provided, Existing - no change Existing - no change or provided where new • 1013.1 Where required. Provided, as shown for DEPARTMENTs Corridor/shell existing • 1017.2 Limitations. Exit access provided. Exits are located so as to limit the common path of egress to <100 feet, sprinklered. • 1028.1 General. Exit discharge provided, Existing - no change • 1101.2 Design. Buildings and facilities shall be designed and constructed to be accessible in accordance with this code (2018 IBC), ICC A117.1. Accessibility provided. SECTION 1004 OCCUPANT LOAD SECTION 1008 MEANS OF EGRESS ILLUMINATION SECTION 1009 ACCESSIBLE MEANS OF EGRESS SECTION 1013 EXIT SIGNS SECTION 1017 EXIT ACCESS TRAVEL DISTANCE SECTION 1028 EXIT DISCHARGE SECTION 1101 GENERAL ACCESSIBILITY • 1006.2.1 Egress based on occupant load and common path of egress travel distance. SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS MEANS OF EGRESS REQUIREMENTS AND ACCESSIBILITY The building is equipped throughout with an automatic sprinkler system, the separation distance is not less than one-half of the length of the maximum overall diagonal dimension of the area served. Two exits or exit access doorways are provided where more than 49 occupants and the common path of egress travel distance exceeds 100 feet according to Table 1006.2.1, group B, sprinklered. • 1007.1.1 Two exits or exit access doorways SECTION 1007 EXIT & EXIT ACCESS DOORWAY CONFIGURATION ST. THOMAS BUILDING DEPARTMENT DEWBERRY (646) 434-3378 NICHOLAS SAPONARA nsaponara@Dewberry.com DEWBERRY (646) 434-3378 NICHOLAS SAPONARA nsaponara@Dewberry.com STRUCTURAL DEWBERRY nsaponara@Dewberry.com CIVIL HARRIS NeilW@harriscivilengineers.com (646) 434-3378 NICHOLAS SAPONARA (407) 629-4777 NEIL WOLFE STORAGE GROUP 'S' (BASEMENT) BUSINESS 0 10 10 18 6 0 0 6 4 2 ACCESSORY STORAGE / MECH. SEE PLANS SEE PLANS 300 GROSS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 G002 August 18, 2022 JLT SRL Plot No. 102-A Reminder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room CODE ANALYSIS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 SAFE ROOM TABULATION SAFE ROOM TABULATION SAFE ROOM PROGRAM IS CONTAINED IN NORTH WING OF THE FACILITY ON ALL FOUR FLOORS AS SHOWN. BASED ON ICC-500, SECTION 502.4.1-2, THIS PROVIDES THE FOLLOWING TOTAL USABLE SQUARE FOOTAGES: 4,655 TOTAL USABLE SQUARE FEET IN NORTH WING 1ST FLOOR : 1,113 SF; 2ND FLOOR : 1,184 SF; 3RD FLOOR : 1,184 SF; 4TH FLOOR : 1,184 SF TOTAL SAFE ROOM USABLE SQUARE FOOTAGE : 4,665 SQUARE FEET PER ICC-500 TABLE 502.3, ALL SAFE ROOM OCCUPANT MUST FALL INTO ONE OF TWO CATEGORIES : STANDING / SEATED/WHEELCHAIR : 20 SF/OCCUPANT BED / STRETCHER : 40 SF/OCCUPANT BASED ON THESE CACULATIONS, AND 200 OCCUPANTS IN THE SAFE ROOM SPACE DURING AN EVENT, THE MAXIMUM NUMBER OF OCCUPANT ON COTS, BEDS, OR STRETCHERS AT ANY GIVEN TIME WOULD BE 32 ON ALL FLOORS COMBINED : 169 STANDING / SEATED / WHEELCHAIR OCCUPANTS * 20 SF/OCCUPANT = 3,380 USABLE SF 32 BED / STRETCHER OCCUPANTS * 40 SF/OCCUPANT = 1,280 USABLE SF 3,380 + 1,280 = 4,660 USABLE SQUARE FEET REQUIRED/ 4,665 USABLE SQUARE FEET PROVIDED MIN PLUMBING FIXTURES (ICC500 (703.3) COMMUNITY, DESIGN OCCUP. CAPACITY GREATER THAN 50 : WATERCLOSETS AND LAVATORIES : 1/250 FOR FIRST 500 & (1) ADD PER 500 GREATER THAN 500 OCCUPANTS 1 EACH REQUIRED, SEE PLUMBING FIXTURE TABLE THIS SHEET FOR # PROVIDED No. Description Date Refrigerator FE 'U' UTILITY OCCUPANCY (1HR SEPARATION REQ'D. BTWN CISTERN/ PUMP ROOM AND ADJACENT 'S' STORAGE AND 'B' OCCUPANCIES (508.4) 'S' STORAGE OCCUPANCY (1HR SEPARATION REQ'D. BTWN STORAGE AND ADJACENT 'B' OCCUPANCY ABOVE (508.4) NOTE: SEE 1016.2, note 2,exception TRAVEL DISTANCE: 37'-3" TRAVEL DISTANCE: 81'-0" EXIT DOOR 160 4 32" CLEAR EXIT DOOR 160 4 32" CLEAR EXIT DOOR 160 2 32" CLEAR FEC FEC 1,011 SQUARE FOOT ACCESSORY MECHANICAL SPACE = UNOCCUPIED SPACE WITH SINGLE MEANS OF EGRESS 450 SQUARE FOOT ACCESSORY STORAGE SPACE = 2 OCCUPANTS, SINGLE MEANS OF EGRESS 3 CHAMBER CISTER - UNOCCUPIABLE SPACE 90 EXTERIOR OPEN AIR "WELL" EXTENDS TO GRADE (SEE CIVIL) SHWR ACCESS CONTROL SHWR 30 ACCESS CONTROL (B) CONCENTRATED BUSINESS USE 1660 square feet @ 1 occup./50sf = 34 occupants (1004.8) P EXIT DOOR 160 35 32" CLEAR P 1ST FLOOR = 7,025 SF • Accessory Concentrated Business Use Area : 1660 square feet @ 1 occup./50sf = 34 occupants • Remaining 5,365 square feet @ 1/150 sf = 36 occupants • Total =70 occupants OPPOSING SWING EGRESS DOOR EXIT DOOR 160 35 32" CLEAR EXIT DOOR 160 LOAD 32" CLEAR TRAVEL DISTANCE: (136'-0") TRAVEL DISTANCE: (74'-0") TRAVEL DISTANCE: (55'-6") TRAVEL DISTANCE: (80'-0") 90 90 MECH. & PWR GENERATOR YARD PROTECTION PER ICC500(701.2) EXIT DOOR 320 35 64" CLEAR 5 EXIT DOOR 160 35 38" CLEAR EXIT DOOR xxx LOAD 68" CLEAR DISTANCE BETWEEN EXITS: (84'-7") DIAGONAL DISTANCE: (119'-0") DISTANCE BETWEEN EXITS: (80'-8") DIAGONAL DISTANCE: (110'-7") FEC FEC ACCESS CONTROL FEC FEC NORTH WING 1ST FLOOR SAFE ROOM = 1,712 gross square feet * .65 (per ICC-500 502.4.1-2) = 1,113 usable square feet FEC - FIRE EXTINGUISHER CABINET, SEMI-RECESSED LIFE SAFETY LEGEND REFER TO ELECTRICAL FOR COMPLETE LIST EXIT SIGN OCCUPANCY COUNT OF AREA DOOR PROVIDED W/ PANIC HARDWARE OR PUSH/PULL P EXIT DOOR CAP LOAD XX" CLEAR CAP - EXIT CAPACITY LOAD - ANTICIPATED LOAD CLEAR - CLEAR EXIT DOOR WIDTH (INCHES) 10 EGRESS TRAVEL PATH DISTANCE BETWEEN EXIT DOORS FE - FIRE EXTINGUISHER PER LOCAL JURISDICTION. COORDINATE LOCATIONS IN FIELD. RATED WALL LEGEND 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 G003 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room BASEMENT & 1ST FLOOR LIFE SAFETY PLANS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" G003 BASEMENT LIFE SAFETY PLAN A1 1/8" = 1'-0" G003 1ST FLOOR LIFE SAFETY PLAN A2 OPEN COMMUNICATING STAIR CONNECTS 2 STORIES. NOT REQUIRED MEANS OF EGRESS, NO RATING REQUIRED. No. Description Date UP DN DN DN DN Refrigerator DN W/D W/D W/D W/D Refrigerator Refrigerator Vent Hood FE ACCESS CONTROL ACCESS CONTROL ACCESS CONTROL SHWR OPPOSING SWING EGRESS DOOR (DELAYED EGRESS) EXIT DOOR 160 24 32" CLEAR EXIT DOOR 160 24 32" CLEAR EXIT DOOR 160 24 32" CLEAR EXIT DOOR 160 24 32" CLEAR ACCESS CONTROL TRAVEL DISTANCE: (56'-6") TRAVEL DISTANCE: (+/- 112'-0") DN TRAVEL DISTANCE: (+/- 130'-0") TRAVEL DISTANCE: (130'-6") MECH. & PWR GENERATOR YARD PROTECTION PER ICC500(701.2) 2-HR RATED FIRE BARRIER@ STAIR EXIT DOOR 160 LOAD 32" CLEAR EXIT DOOR 160 24 32" CLEAR NORTH WING 2ND FLOOR SAFE ROOM = 1,821 gross square feet * .65 (per ICC-500 502.4.1-2) = 1,184 usable square feet DISTANCE BETWEEN EXITS: (85'-3") DIAGONAL DISTANCE: (119'-3") DIAGONAL DISTANCE: (110'-7") DISTANCE BETWEEN EXITS: (81'-0") 90 90 FEC FEC FEC FEC 2ND FLOOR = 7,025 SF • 7,025 square feet Business Use @ 1/150 sf = 47 occupants • Total =47 occupants EXIT DOOR 160 LOAD 32" CLEAR EXIT DOOR 320 LOAD 64" CLEAR EXIT DOOR 160 LOAD 32" CLEAR EXIT DOOR 320 LOAD 64" CLEAR TRAVEL DISTANCE: (112'-6") TRAVEL DISTANCE: (113'-6") TRAVEL DISTANCE: (116'-6") 2-HR RATED FIRE BARRIER@ STAIR TRAVEL DISTANCE: (116'-6") 2-HR RATED FIRE BARRIER @ STAIR NORTH WING 3RD FLOOR SAFE ROOM = 1,821 gross square feet * .65 (per ICC-500 502.4.1-2) = 1,184 usable square feet DIAGONAL DISTANCE: (119'-3") DISTANCE BETWEEN EXITS: (82'-10") DIAGONAL DISTANCE: (91'-10") DISTANCE BETWEEN EXITS: (68'-9") FEC FEC FEC FEC 90 90 3RD FLOOR = 6,590 SF • Unfixed seathing area : 500 square feet @ 1 occup./15sf = 34 occupants • Remaining 6,090 square feet @ 1/150 sf = 41 occupants • Total =75 occupants HOOD VENTILATION AND SURPRESSION SYSTEM AS REQUIRED BY IMC, AND IFC 500 SF UNFIXED SEATING @ 15 SF / OCCUPANT = 34 OCCUPANTS SLEEPING QUARTERS REMAIN A BUSINESS OCCUPANCY USE, HOWEVER THE BUILDING FEATURES OF FIRE PROTECTION AND NON- COMBUSTIBLE CONSTRUCTION AFFORD THE SAME PROTECTION REQUIRED OF R-1 USE CATEGORY FEC - FIRE EXTINGUISHER CABINET, SEMI-RECESSED LIFE SAFETY LEGEND REFER TO ELECTRICAL FOR COMPLETE LIST EXIT SIGN OCCUPANCY COUNT OF AREA DOOR PROVIDED W/ PANIC HARDWARE OR PUSH/PULL P EXIT DOOR CAP LOAD XX" CLEAR CAP - EXIT CAPACITY LOAD - ANTICIPATED LOAD CLEAR - CLEAR EXIT DOOR WIDTH (INCHES) 10 EGRESS TRAVEL PATH DISTANCE BETWEEN EXIT DOORS FE - FIRE EXTINGUISHER PER LOCAL JURISDICTION. COORDINATE LOCATIONS IN FIELD. RATED WALL LEGEND 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 G004 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 2ND & 3RD FLOOR LIFE SAFETY PLANS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" G004 SD - 2ND FLOOR LIFE SAFETY PLAN A1 1/8" = 1'-0" G004 SD - 3RD FLOOR LIFE SAFEETY PLAN A6 No. Description Date Refrigerator FE ACCESS CONTROL EXIT DOOR 160 22 32" CLEAR EXIT DOOR 320 LOAD 64" CLEAR EXIT DOOR 160 22 32" CLEAR EXIT DOOR 320 LOAD 64" CLEAR TRAVEL DISTANCE: (112'-6") TRAVEL DISTANCE: (113'-6") TRAVEL DISTANCE: 104'-6" TRAVEL DISTANCE: (115') 90 90 NORTH WING 4TH FLOOR SAFE ROOM = 1,821 gross square feet * .65 (per ICC-500 502.4.1-2) = 1,184 usable square feet DIAGONAL DISTANCE: (118"-7") DISTANCE BETWEEN EXITS: (82"-11") DIAGONAL DISTANCE: (91'-8" DISTANCE BETWEEN EXITS: (68'-9") FEC FEC FEC FEC 4TH FLOOR = 6,590 SF • Remaining 6,590 square feet of Business Occupancy @ 1/150 sf = 44 occupants • Total =44 occupants FEC - FIRE EXTINGUISHER CABINET, SEMI-RECESSED LIFE SAFETY LEGEND REFER TO ELECTRICAL FOR COMPLETE LIST EXIT SIGN OCCUPANCY COUNT OF AREA DOOR PROVIDED W/ PANIC HARDWARE OR PUSH/PULL P EXIT DOOR CAP LOAD XX" CLEAR CAP - EXIT CAPACITY LOAD - ANTICIPATED LOAD CLEAR - CLEAR EXIT DOOR WIDTH (INCHES) 10 EGRESS TRAVEL PATH DISTANCE BETWEEN EXIT DOORS FE - FIRE EXTINGUISHER PER LOCAL JURISDICTION. COORDINATE LOCATIONS IN FIELD. RATED WALL LEGEND 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 G005 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 4TH FLOOR LIFE SAFETY PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" G005 SD - 4TH FLOOR LIFE SAFETY PLAN A6 No. Description Date ABBREVIATIONS @ AT AB ANCHOR BOLT ABV ABOVE ACP ACOUSTICAL PANEL ACT ACOUSTICAL TILE ADJ ADJUSTABLE / ADJACENT AFF ABOVE FINISHED FLOOR ALT ALTERNATIVE ALUM ALUMNINUM ANOD ANODIZED ARCH ARCHITECTURAL / ARCHITECT B BASE BB BULLETIN BOARD BD BOARD BIT BITUMINOUS BLDG BUILDING BLKG BLOCKING BO BY OWNER BOT BOTTOM BRG BEARING BRK BRICK CAB CABINET C/C CENTER TO CENTER CF/CI CONTRACTOR FURNISHED / CONTRACTOR INSTALLED CF/OI CONTRACTOR FURNISHED / OWNER INSTALLED CIP CAST IN PLACE C CENTER LINE CLG CEILING CJ CONTROL JOINT CLO CLOSET CLR CLEAR CMU CONCRETE MASONARY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CPT CARPET CT CERAMIC TILE CTR CENTER D DEPTH DB DECIBEL DBL DOUBLE DEMO DEMOLISH DET DETAIL DG DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DS DOWNSPOUT DW DISHWASHER DWR DRAWER E EAST EA EACH EL EACH LAYER OR ELEVATION EFS EXTERIOR FINISH SYSTEM ELEC ELECTRIC SPACE / ELECTRICAL ELEV ELEVATOR EJ EXPANSION JOINT EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY EWC ELECTRIC WATER COOLER EXH FN EXHAUST FAN EXIST (E) EXISTING EXT EXTERIOR EXP EXPANSION / EXPOSED FC FIBER CEMENT FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR / FACTORY FINISH FFE FINISHED FLOOR ELEVATION FIN FINISH FLR FLOOR FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FT FEET FRZ FREEZER GA GAGE GALV GALVANIZED GB GRAB BAR GL GLASS GYP BD GYPSUM WALLBOARD H HIGH HC HANDICAP ACCESSIBLE HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR / HANDRAIL HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING ID INTERIOR DIAMETER IN INCH INSUL INSULATION INT INTERIOR IR IMPACT RESISTANT JAN JANITOR JF JOINT FILLER JT JOINT L ANGLE / LEFT / LENGTH / LIGHTING PANEL / LONG LEG LAV LAVATORY LKR LOCKER LVR LOUVER MATL MATERIAL MAX MAXIMUM MB MARKER BOARD MBMF METAL BUILDING MFR. ME MATCH EXISTING MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MIR MIRROR MO MASONRY OPENING MR MOISTURE RESISTANT MTD MOUNTED MTH MARBLE THRESHOLD MTL METAL MS MOP SINK N NORTH / NEW NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL / OUTSIDE AIR OB OBSCURE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OF/CI OWNER FURNISHED / CONTRACTOR INSTALLED OF/OI OWNER FURNISHED / OWNER INSTALLED OH OVERHEAD OPNG OPENING OPP OPPOSITE / OPPOSITE HAND ORD OVERFLOW ROOF DRAIN OZ OUNCE P PAINT PH PAPER HOLDER/ PHONE/ PHASE PLAM PLASTIC LAMINATE PLBG PLUMBING PLTF PLATFORM PLYWD PLYWOOD PNL PANEL PORC PORCELAIN PR PAIR PREFAB PREFABRICATED PREFIN PREFINISHED PSI POUNDS PER SQUARE INCH PTB PORCELAIN TILE BASE PTD PAINTED / PAPER TOWEL DISPENSER PTD/R PAPER TOWEL DISPENSER / RECEPTACLE PTN PARTITION PTR PAPER TOWEL RECPTACLE QT QUARRY TILE QTB QUARRY TILE BASE QTY QUANTITY R RISER R & S ROD AND SHELF RAD RADIUS RB RUBBER BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REBAR REINFORCING STEEL BAR RECP RECEPTACLE REF REFERENCE / REFRIGERATOR REINF REINFORCE / REINFORCING REQD REQUIRED RESIL RESILIENT RET RETURN / RETAINING RGH ROUGH RM ROOM RO ROUGH OPENING RP RESIN PANEL RS ROUGH SAW RTD RATED S SOUTH SB SPLASH BLOCK SCHED SCHEDULE SCWD SOLID CORE WOOD SD SOAP DISPENSER SF SQUARE FEET SH SHELF SHV SHELVING SHWR SHOWER SHT SHEET SIM SIMILAR SK SINK SM SHEET METAL SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION SPK SPEAKER SS STANDING SEAM SSK SERVICE SINK SST STAINLESS STEEL STC SOUND TRANSMITION CLASS STD STANDARD STL STEEL STRUCT STRUCTURAL SUSP SUSPENDED T TREAD T/ TOP T & G TONGUE AND GROOVE TB TOWEL BAR TEL TELEPHONE TGL TEMPERED GLASS TH THRESHOLD THK THICK TKBD TACKBOARD TLT TOILET TPD TOILET PAPER DISPENSER TPH TOILET PAPER HOLDER TPTN TOILET PARTITION TR TREAD TRTD TREATED TSL TOP OF SLAB T/S TOP OF STEEL TV TELEVISION TYP TYPICAL UL UNDERWRITERS LABORATORIES UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL VB VAPOR BARRIER / VINYL BASE VCT VINYL COMPOSITION TILE VERT VERTICAL VR VAPOR RETARDER VIF VERIFY IN FIELD VT VINYL TILE VWC VINYL WALL COVERING VTR VENT THROUGH ROOF W WIDE / WEST W/ WITH W/O WITHOUT WB WOOD BASE WC WATER CLOSET WD WOOD WDB WOOD BASE WDO WINDOW WDP WOOD PANEL WG WIRE GLASS WH WATER HEATER WP WATERPROOFING WR WATER RESISTANT WS WEATHER STRIPPING WSCT WAINSCOT WWM WELDED WIRE MESH YD YARD TOP OF LAVATORY 34" TYPICAL HEIGHT & ARRANGEMENT @ LAVATORIES FLOOR LINE 15" MIN. WALL MIRROR M1 URINAL B.O. REFLECTIVE SURFACE 37" MAX B.O. REFLECTIVE SURFACE 37" MAX WALL TYPICAL MOUNTING HEIGHTS FLOOR LINE TO DISP. MECH. 3' - 8" TO DISP. MECH. 3' - 8" 3' - 8" SOAP & HAND SANITIZER PAPER TOWEL DISPENSER 3' - 2" ADA PUSH BUTTON AUTOMATIC DOOR OPENER AO WITH ADA PUSH OPENER 3' - 2" BS BADGE SWIPE 4' - 0" FIRE EXTINGUISHER CABINET REFER TO LIFE SAFETY PLAN WALL MOUNTED FIRE EXTINGUISHER REFER TO LIFE SAFETY PLAN FLOOR LINE NOT TO EXCEED 46" ABOVE TILE @ BATHROOM WALL 7" MIN - 9" MAX 22" WALL 12" 24" 18" 17" FLUSH ALWAYS LOCATED ON SIDE AWAY FROM WALL PAPER TOWEL DISPENSER TOILET PAPER DISPENSER GRAB BAR (36") URINAL TO DISPENSING MECHANISH 34"-46" WALL 1' - 0" 3' - 6" SANITARY NAPKIN - WHERE NOTED 40" 18" 40" 36" TOP OF GRAB BAR TOP OF GRAB BAR 36" NOTE 1 *NOTE: TOILET PAPER & SANITARY NAPKIN DISPENSERS 19" MIN WITH 1-1/2" CLEARANCE BELOW GRAB BAR WALL 15" SOAP DISPENSER 17"-19" 17"-19" 17" 15" FLUSH ALWAYS LOCATED ON SIDE AWAY FROM WALL FLOOR LINE WALL 12" 24" 18" FLUSH ALWAYS LOCATED ON SIDE AWAY FROM WALL GRAB BAR (36") WALL 12" MAX. 42" GRAB BAR (42") GRAB BAR (18") 40" 18" 40" TOP OF GRAB BAR 36" TOP OF GRAB BAR 36" 6" MAX. 42" MAX. SEAT HEIGHT 17" - 19" WALL SANITARY NAPKIN - WHERE NOTED 8" 19" - 30" DISPENSER OUTLET LOCATION - FOR PAPER TOILET DISPENSERS THAT ACCOMMODATE A MAX. OF 2 TOILET PAPER ROLLS OF NOT MORE THAN 5-INCH DIAMETER EACH WALL DISPENSER OUTLET LOCATION - PROTRUDING TOILET PAPER DISPENSERS 24" 19" MIN. 1 1/2" 42" WALL DISPENSER OUTLET LOCATION - RECESSED DISPENSERS 19" MIN. 47" MAX. ABOVE GRAB BAR 36" MAX. BELOW GRAB BAR 42" MAX. 24" MIN. 1 1/2" WATER CLOSET AND GRAB BARS LOCATION WATER CLOSET AND GRAB BARS LOCATION PROTRUDING PAPER TOWEL DISPENSER TO DISPENSING MECHANISH 44" SOAP DISPENSER ABOVE TILE @ BATHROOM 44" 44" ABOVE TILE @ BATHROOM 44" REASSESSED PAPER TOWEL DISPENSER REASSESSED PAPER TOWEL DISPENSER & WASTE RECEPTACLE GRAB BAR (42") GRAB BAR (18") SANITARY NAPKIN - WHERE NOTED SANITARY NAPKIN - WHERE NOTED MONITORS T.V. PATIENT TRACKING BOARDS WHITEBOARD WALL WALL SCRUB SINK EYEWASH 5' - 0" 3' - 8" 2' - 10" EQ EQ MAX. 3' - 0" 4' - 0" COAT HOOK WATER CLOSET AND GRAB BARS LOCATION GRAB BARS LOCATION FLOOR LINE WALL SN1 - WHERE NOTED 8" 19" - 30" DISPENSER OUTLET LOCATION - FOR PAPER TOILET DISPENSERS THAT ACCOMMODATE A MAX. OF 2 TOILET PAPER ROLLS OF NOT MORE THAN 5-INCH DIAMETER EACH WALL SN1 - WHERE NOTED DISPENSER OUTLET LOCATION - RECESSED DISPENSERS & PROTRUDING PAPER TOILET DISPENSERS 19" MIN. 42" MAX. 24" MIN. 1 1/2" MIN. NC - WHERE NOTED 42" TO 48" NC - WHERE NOTED 4" 42" TO 48" 4" 1 1/2" MIN. MATERIALS LEGEND EARTH, COMPACT FILL CONCRETE PRECAST CONCRETE CONCRETE MASONRY SAND, MORTAR, GYPSUM BOARD, PLASTER, STUCCO BATT INSULATION / SOUND ATTENUATION BLANKET RIGID INSULATION FACE BRICK FINISH WOOD PLYWOOD ROUGH WOOD WOOD BLOCKING 7' - 0" OVERHEAD SIGN WALL MOUNTED SIGN NOTE: SIGNAGE BY OWNER AS REQUIRED BY IBC, ANSI, ADA, AND LOCAL CODES. TO BASELINE OF HIGHEST TACTILE CHARACTER OFFICE 105 EXIT SIGNAGE HEIGHT ABOVE FINISH FLOOR MINIMUM CHARACTER HEIGHT SUSPENDED OR PROJECTED OVERHEAD IN COMPLIANCE WITH 4.4.2. 60"; MOUNTED ON WALL ADJACENT TO LATCH SIDE OF THE DOOR, CENTERLINE OF THE SIGN. MINIMUM OF 3" 4.30.6 MOUNTING LOCATION AND HEIGHT. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH THE SIDE OF THE DOOR, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" (1525MM) ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN TO WITHIN 3" (76MM) OF THE SIGN WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE DOORSWING. 4.4.2 HEAD ROOM. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER CIRCULATION SPACES SHALL HAVE 80" (2030 MM) MINIMUM CLEAR HEAD ROOM. IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80" A BARRIER TO WARN THE BLIND OR VISUALLY IMPAIRED PERSONS SHALL BE PROVIDED. 5' - 0" EXISTING PLUMBING FIXTURES TO REMAIN NEW PLUMBING FIXTURES - SEE PLUMBING FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER - WALL MOUNTED EXISTING WALL LINE OF OBJECT ABOVE NEW DOOR - SEE A601 EXISTING DOOR NOT IN WORK SCOPE UNLESS NOTED OTHERWISE NEW WALL REFERENCE SYMBOL LEGEND ROOM NAME AND NUMBER PLAN OR SECTION DETAIL A101 A1 DASHED LINE AROUND AREA DETAILED DRAWING NUMBER SHEET NUMBER WHERE DETAIL IS DRAWN BUILDING, WALL, OR CASEWORK SECTION A101 A1 DRAWING NUMBER SHEET NUMBER WHERE SECTION IS DRAWN INTERIOR ELEVATION DRAWING NUMBER SHEET NUMBER WHERE ELEVATION IS DRAWN LOBBY 100 A1 A101 NEW CASEWORK NEW UPPER CASEWORK GENERAL LEGEND 100 SF ROOM NAME ROOM NUMBER ROOM AREA EXTERIOR ELEVATION A101 A1 DRAWING NUMBER SHEET NUMBER WHERE ELEVATION IS DRAWN DOOR TAG 101A ROOM WHERE DOOR IS LOCATED DOOR ID - REFER TO DOOR SCHEDULE STOREFRONT TAG A1 DRAWING NUMBER SHEET NUMBER WHERE ELEVATION IS DRAWN A101 WALL OR PARTITION TAG A1 REFER TO A001 FOR PARTITION DETAILS WINDOW TAG A1 REFER TO A601 FOR WINDOW ELEVATIONS GRID LINE A ALIGNMENT GRID LINE GRID LINE LABEL SHOWER HEAD/ CONTROLS SIDE SHOWER GRAB BARS SHOWER CONTROLS SHOWER CURTAIN ROD RECESSED SOAP CADDY 3' - 3" TOP OF GRAB BARS 3' - 0" SEAT 1' - 6" SHOWER SEAT SIDE FULL-HEIGHT SHOWER PANEL RECESSED SOAP CADDY HAND SHOWER GRAB BAR 4' - 0" TO TOP OF SHOWER CONTROLS 3' - 8" MAX SHOWER CONTROLS SHOWER CURTAIN & CURTAIN ROD HAND SHOWER HANDLE SHOWER PAN SHOWER GRAB BARS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 G006 August 18, 2022 JLT SRL Plot No. 102-A Reminder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room ABBREVIATIONS, LEGENDS, & MOUNTING HEIGHTS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" LEGENDS SHEET LEGEND No. Description Date 42 INCHES (1065 mm) 4 48 INCHES (1220 mm) 4 0 INCHES (0mm)¹ 22 INCHES (560 mm) 3 GENERAL NOTES: 1. MANUAL DOORS, DOORWAYS, AND MANUAL GATES 1.1. REVOLVING DOORS, GATES, AND TURNSTILES. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. 1.2. DOUBLE-LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH 1.3 AND 1.4 BELOW 1.3. CLEAR WIDTH. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES (815 mm) MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES (610 mm) DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (915 mm) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES (865 mm) ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (865 mm) AND 80 INCHES (2030 mm) ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES (100 mm). EXCEPTIONS: 1. IN ALTERATIONS, A PROJECTION OF 5/8 INCH (16 mm) MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1980 mm) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 1.4. MANEUVERING CLEARANCES. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. EXCEPTION: ENTRY DOORS TO HOSPITAL PATIENT ROOMS SHALL NOT BE REQUIRED TO PROVIDE THE CLEARANCE BEYOND THE LATCH SIDE OF THE DOOR. 1.5. SWINGING DOORS AND GATES. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH THE TABLE BELOW. 2. FLOOR OR GROUND SURFACES. 2.1. FLOOR OR GROUND SURFACES WITHIN REQUIRED MANEUVERING CLEARANCES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. EXCEPTIONS: 1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 2. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH 2.2 BELOW. 2.2. THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 mm) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 2.1 ABOVE AND LEVEL CHANGE REQUIREMENTS. TYPE OF USE MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION DOOR OR GATE SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (BEYOND LATCH SIDE UNLESS NOTED) FROM FRONT PULL 60 INCHES (1525 mm) 18 INCHES (455 mm) PUSH 48 INCHES (1220 mm) FROM HINGE SIDE 36 INCHES (905 mm) 42 INCHES (1065 mm) FROM LATCH SIDE 24 INCHES (610 mm) 24 INCHES (610 mm) FROM FRONT FROM HINGE SIDE FROM LATCH SIDE FROM HINGE SIDE PULL PULL PULL PUSH PUSH 60 INCHES (1525 mm) 54 INCHES (1370 mm) 42 INCHES (1065 mm)² 1. ADD 12 INCHES (305 mm) IF CLOSER AND LATCH ARE PROVIDED. 2. ADD 6 INCHES (150 mm) IF CLOSER AND LATCH ARE PROVIDED. 3. BEYOND HINGE SIDE. 4. ADD 6 INCHES (150 mm) IF CLOSER IS PROVIDED. TABLE: MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH HINGE APPROACH, PULL SIDE 60" MIN. 18" MIN. 48" MIN. 60" MIN. 36" MIN. 12" MIN. 48" MIN. (HINGE APPROACH, PULL SIDE) (FRONT APPROACH, PUSH SIDE) (FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH) (LATCH APPROACH, PULL SIDE) 54" MIN. 42" MIN. 42" MIN. 22" MIN. 48" MIN. 22" MIN. 48" MIN. 24" MIN. (LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER) (LATCH APPROACH, PUSH SIDE) (LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER) 24" MIN. 48" MIN. 54" MIN. 24" MIN. 42" MIN. 24" MIN. NOTES: 1. DOORS IN SERIES AND GATES IN SERIES. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES (1220 mm) MINIMUM PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE. 2. FLOOR OR GROUND SURFACES. 2.1. FLOOR OR GROUND SURFACES WITHIN REQUIRED MANEUVERING CLEARANCES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. EXCEPTIONS: 1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 2. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH 2.2 BELOW. 2.2. THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 mm) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 2.1 ABOVE AND LEVEL CHANGE REQUIREMENTS. 48" MIN. 48" MIN. 48" MIN. (SIDE APPROACH) (FRONT APPROACH) (STOP OR LATCH APPROACH) (POCKET OR HINGE APPROACH) 48" MIN. 42" MIN. 42" MIN. 24" MIN. 22" MIN. 42" MIN. NOTES: 1. DOORWAYS WITHOUT DOORS OR GATES, SLIDING DOORS, AND FOLDING DOORS. DOORWAYS LESS THAN 36 INCHES (915 mm) WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE BELOW. MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (BEYOND LATCH SIDE UNLESS NOTED) FROM FRONT 48 INCHES (1220 mm) FROM POCKET/HINGE SIDE 24 INCHES (610 mm) FROM SIDE¹ FROM STOP/LATCH SIDE 42 INCHES (1065 mm) 0 INCHES (0mm) 22 INCHES (560 mm)² 42 INCHES (1065 mm) 42 INCHES (1065 mm) 0 INCHES (0mm) (BOTTOM LANDING) (STRAIGHT LANDING) (RAMP RUN) (RAMP RUN) (RAMP RUN) (TOP LANDING) (CHANGE IN DIRECTION LANDING) STEEPER THAN 1:10 BUT NOT STEEPER THAN 1:8 STEEPER THAN 1:12 BUT NOT STEEPER THAN 1:10 SLOPE¹ MAXIMUM RISE 6 INCHES (150 mm) 3 INCHES (75 mm) 1. A SLOPE STEEPER THAN 1:8 IS PROHIBITED TABLE: MAXIMUM RAMP SLOPE AND RISE FOR EXISTING SITES, BUILDINGS, AND FACILITIES 48" CLEAR MIN. 60" MIN. 60" MIN. 60" MIN. 60" MIN. 60" MIN. 60" MIN. SLOPE: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE: CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. FLOOR OR GROUND SURFACES: CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS. CLEAR WIDTH: THE CLEAR WIDTH OF A RAMP RUN AND, WHERE HANDRAILS ARE PROVIDED, THE CLEAR WIDTH BETWEEN HANDRAILS SHALL BE 36 INCHES (915 mm) MINIMUM. RISE: THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES (760 mm) MAXIMUM. LANDINGS: RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 G007 August 18, 2022 JLT SRL Plot No. 102-A Reminder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room TYPICAL CLEARANCES 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/2" = 1'-0" G007 MANUAL SWING DOORS AND GATES 1 3/8" = 1'-0" G007 TYPICAL RAMP DETAIL 2 No. Description Date 18 min 455 6 min 150 MEN 20 1 SLOPE 1½ min FIG 505.5 HANDRAIL CLEARANCE 1½ min 100-160 4 - 6 ¼ PERIMETER (A) STAIRS 34-38 865-965 1½ max RADIUS ½ max 18 min 455 38 12 min 305 X X 45° AREA TO BE MARKED 1525 60 min FIG 503.3 PASSENGER LOADING ZONE ACCESS AISLE 13 30° max 38 (C) CURVED NOSING BEVELED NOSING 38 (a) (b) 2¼ max 57 2¼ max 57 NOTE: X = TREAD DEPTH FIG 505.10.3 BOTTOM HANDRAIL EXTENSION AT STAIRS FULL LENGTH OF VEHICLE PULL-UP SPACE CURB LINE FIG 505.10.2 TOP HANDRAIL EXTENSION AT STAIRS SLOPE FLARED SIDES 1:10 MAX SLOPE FIG 406.3 SIDES OF CURB RAMPS 12 min 305 12 min 305 FIG 505.10.1 TOP & BOTTOM HANDRAIL EXTENSION AT RAMP FIG 406.2 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS THICKEN EDGE TO PREVENT CRACKING/DELAMINATION OF CONCRETE WHERE SLOPE ENDS CURB RAMP SLOPE ADJOINING SURFACE MAXIMUM SLOPE NOT IN PICTOGRAM FIELD FIG 703.6 PICTOGRAM FIELD FIG 703.4.2 LOCATION OF TACTILE SIGNS AT DOORS CENTERED ON RAISED CHARACTERS 34-38 865-965 34-38 865-965 (B) RAMPS (C) WALKING SURFACES FIG 505.4 HANDRAIL HEIGHT FIG 505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION FIG 505.6 HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE FIG 504.5 STAIR NOSING (D) (A) RADIUS OF TREAD EDGE (TYPICAL FOR ALL PROFILES) ANGLED RISER (B) 1½ max 38 CLEAR FLOOR OR GROUND SPACE PARALLEL APPROACH FORWARD APPROACH MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH 1320 mm 4' - 4" MIN 760 mm 2' - 6" MIN 1320 mm 4' - 4" MIN 760 mm 2' - 6" MIN 760 mm 2' - 6" MIN 1320 mm 4' - 4" MIN 1320 mm 4' - 4" MIN 760 mm 3' - 0" MIN 610 mm x > 2' - 0" 760 mm 2' - 6" MIN 381 mm 1' - 3" MIN 1524 mm 5' - 0" MIN GENERAL. FLOOR OR GROUND SURFACES OF TURNING SPACE SHALL COMPLY WITH FLOOR AND GROUND SURFACES OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN. CHANGES IN LEVEL ARE NOT PERMITTED. LIMITS OF PROTRUDING OBJECTS X > 27" X ≥ 80" 4" MAX. PROTRUSSION LIMITS. OBGECTS WITH LEADING EDGES MORE THAN 27 INCHES (685 mm) AND NOT MORE THAN 80 INCHES (2030 mm) ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES (100 mm) MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. EXCEPTION: HANDRAIL SHALL BE PERMITTED TO PROTRUDE 4 18/2" (115 mm) MAXIMUM. UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH 48" MAX. 15" MIN. 20" MAX. 48" MAX. 25" MAX. 44" MAX. UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH 10" MAX. 15" MIN. 48" MAX. 10" MAX. 48" MAX. 34" MAX. > 10" - 24" MAX. 46" MAX. 34" MAX. UNOBSTRUCTED. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48 INCHES (1200 mm) MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES (380 mm) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES (1220 mm) MAXIMUM WHERE EHT REACH DEPTH IS 20 INCHES (510 mm) MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20 INCHES (510 mm), THE HIGH FORWARD REACH SHALL BE 44 INCHES (1120 mm) MAXIMUM AND THE REACH DEPTH SHALL BE 25 INCHES (635 mm) MAXIMUM. UNOBSTRUCTED. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACHIS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES (1220 mm) MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES (380 mm) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND HE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES (865 mm) MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES (610mm) MAXIMUM. THE HIGH SIDE REACH SHALL BE 48 INCHES (1220 mm) MAXIMUM FOR A REACH DEPTH OF 10 INCHES (255 mm) MAXIMUM. WHERE HE REACH DEPTH EXCEEDS 10 INCHES (255 mm), THE HIGH SIDE REACH SHALL BE 46 INCHES (1170 mm) MAXIUMU FOR A REACH DEPTH OF 24 INCHES (610 mm) MAXIMUM. CIRCULAR TURNING SPACE OVERLAP OF KNEE AND TOE CLEARANCE 255 mm 0' - 10" MAX 1700 mm 5' - 7" MIN 1725 mm 5' - 8" MIN 1525 mm 5' - 0" MIN 3' - 0" MIN 915 mm 610 mm 2' - 0" MIN 405 mm 1' - 4" MIN 915 mm 3' - 0" MIN 405 mm 1' - 4" MIN 0' - 8" MIN 205 mm MIN 205 mm 0' - 8" 1626 mm 5' - 4" MIN MIN 280 mm 0' - 11" 1065 mm 3' - 6" MIN MIN 280 mm 0' - 11" 660 mm 1' - 10" MIN 965 mm 3' - 2" MIN 1525 mm 5' - 0" MIN 1626 mm 5' - 4" MIN MIN 305 mm 1' - 0" 1065 mm 3' - 4" MIN MIN 305 mm 1' - 0" 510 mm 1' - 8" MIN 1015 mm 3' - 4" MIN 1525 mm 5' - 0" MIN GENERAL. FLOOR OR GROUND SURFACES OF TURNING SPACE SHALL COMPLY WITH FLOOR AND GROUND SURFACES OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN. CHANGES IN LEVEL ARE NOT PERMITTED. T-SHAPED TURNING SPACE 1/4" 1/4" 1/2" 1/2" 1 2 VERTICAL: CHANGES IN LEVEL OF 1/4 INCH. (6.4 mm) HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. BEVELED: CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4mm) HIGH MINIMUM AND 1/2 INCH (13mm) HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. GENERAL. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AN DSLIP RESISTANT. CARPET. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NOT CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2 INCH (13 mm) MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH CHANGES IN LEVEL. CARPET PILE HEIGHT VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL (ELEVATION) (PLAN) (TOE CLEARANCE) NOTES: 1. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9 INCHES (230 mm) ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE. 2. TOE CLEARANCE SHALL EXTEND 25 INCHES (635 mm) MAXIMUM UNDER AN ELEMENT. 3. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17 INCHES (430 mm) UNDER THE ELEMENT. 4. SPACE EXTENDING GREATER THAN 6 INCHES (150 mm) BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES (230 mm) ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE CLEARANCE. 5. TOE CLEARANCE SHALL BE 30 INCHES (760 mm) WIDE MINIMUM. NOTES: 1. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES (230mm) AND 27 INCHES (685mm) ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE. 2. KNEE CLEARANCE SHALL EXTEND 25 INCHES (635mm) MAXIMUM UNDER AN ELEMENT AT 9 INCHES (230mm) ABOVE THE FINISH FLOOR OR GROUND. 3. WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES (280mm) DEEP MINIMUM AT 9 INCHES (230mm) ABOVE THE FINISH FLOOR OR GROUND, AND 8 INCHES (205mm) DEEP MINIMUM AT 27 INCHES (685mm) ABOVE FINISH FLOOR OR GROUND. 4. BETWEEN 9 INCHES (230mm) AND 27 INCHES (685mm) ABOVE THE FINISH FLOOR OR GROUND, THE KNEE CLEARANCE SHALL BE PERMITTED TO REDUCE AT A RATE OF 1 INCH (25mm) IN DEPTH FOR EACH 6 INCHES (150mm) IN HEIGHT. (ELEVATION) (PLAN) (KNEE CLEARANCE) 2' - 6" 1' - 5" 0' - 8" 2' - 3" 0' - 9" 0' - 11" 0' - 6" 0' - 9" 1' - 5" 2' - 6" TOE CLEARANCE KNEE CLEARANCE REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 G008 August 18, 2022 JLT SRL Plot No. 102-A Reminder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room TYPICAL DETAILS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 NOT TO SCALE G008 GENERAL SITE & BUILDING ELEMENTS B1 1/2" = 1'-0" G008 CLEAR FLOOR SPACES D5 1/2" = 1'-0" G008 PROTRUDING OBJECTS B9 1/2" = 1'-0" G008 REACH RANGES E5 1/2" = 1'-0" G008 TURNING SPACES C5 1/2" = 1'-0" G008 FLOOR AND GROUND SURFACES A1 1/2" = 1'-0" G008 KNEE AND TOE CLEARANCES B5 No. Description Date STRUCTURE ABOVE CEILING LINE PLAN FLOOR LINE 20 GAUGE METAL STUDS @ 16" O.C. REFER TO WALL TYPES BELLOW FOR STUD SIZE STEEL TRACK, FASTENED INTO CONCRETE SLAB W/ POWDER ACTUATED FASTENER @ 16" O.C. WITHIN 6" OF ENDS / OPENINGS FINISH FLOOR AND WALL BASE (ROOM SIDE ONLY) AS SCHEDULED (2) LAYERS OF PAPERLESS, MOLD-RESISTANT 5/8" 'TYPE X' GYP BD (BOTH SIDES) BUILT TO UNDERSIDE OF SLAB ABOVE & SEAL ALL PENETRATIONS FOR RATED WALLS. PROVIDE (1) LAYER OF PAPERLESS, MOLD-RESISTANT 5/8" GYP BD AT NON-RATED WALLS. CONTINUOUS FIRE AND SMOKE BARRIER RESISTIVE JOINT SYSTEM AT TOP & BOTTOM OF WALL (ROOM SIDE ONLY) FOR RATED WALLS. PROVIDE NON-FIRE-RATED ACOUSTICAL SEALANT AT NON- RATED WALLS. STENCIL ABOVE CEILING WITH 3" TALL RED LETTERS AT EACH WALL OR 15'-0" ON CENTER MAXIMUM. REFER TO WALL TYPES BELLOW FOR STENCIL NOTE. DEFLECTION TRACK AT TOP OF STUD WALL, FASTENED INTO CONC SLAB OR DECK ABOVE W/ POWDER ACTUATED FASTENER @ 16" O.C. & WITHIN 6" OF ENDS / OPENINGS (FULL CAVITY WIDTH) ACOUSTICAL BATT INSULATION, W/ GALV STEEL PINS SECURED TO INTERIOR FACE OF GYP BD. @ 16" O.C. VERT. & HORIZ., REFER TO WALL TYPES BELOW FOR ADDITIONAL INFORMATION SLAB OR DECKING ABOVE CONCRETE SLAB METAL STUDS @ 16" OC (1) LAYER OF 5/8" GYP BD, ONE SIDE. EXTEND TO DECK UNLESS NOTED OTHERWISE IN WALL DESCRIPTION BELOW. DESCRIPTION REFER TO RCP FOR CLG. HGT. (REFER TO STRUCT. DWGS.) FURRING WALLS STRUCTURE ABOVE CEILING LINE PLAN FLOOR LINE 20 GAUGE METAL STUDS @ 16" O.C. REFER TO WALL TYPES BELLOW FOR STUD SIZE STEEL TRACK, FASTENED INTO CONCRETE SLAB W/ POWDER ACTUATED FASTENER @ 16" O.C. WITHIN 6" OF ENDS / OPENINGS FINISH FLOOR AND WALL BASE (BOTH SIDES) AS SCHEDULED PROVIDE (1) LAYER 5/8" GWB (BOTH SIDES). DIAGONALLY BRACE BACK TO STRUCTURE ABOVE @ 48" MAX, STAGGERED DEFLECTION TRACK AT TOP OF STUD WALL, FASTENED INTO CONC SLAB OR DECK ABOVE W/ POWDER ACTUATED FASTENER @ 16" O.C. & WITHIN 6" OF ENDS / OPENINGS (FULL CAVITY WIDTH) ACOUSTICAL BATT INSULATION, W/ GALV STEEL PINS SECURED TO INTERIOR FACE OF GYP BD. @ 16" O.C. VERT. & HORIZ., REFER TO WALL TYPES BELOW FOR ADDITIONAL INFORMATION SLAB OR DECKING ABOVE CONCRETE SLAB METAL STUDS @ 16" OC (1) LAYER OF 5/8" GYP BD EACH SIDE TO 6" ABOVE CEILING. REFER TO WALL TYPES TABLE BELOW FOR ACOUSTICAL BATT INSULATION. DESCRIPTION REFER TO RCP FOR CLG. HGT. (REFER TO STRUCT. DWGS.) TYPICAL WALLS TO 6" ABOVE CEILING 6" STRUCTURE ABOVE CEILING LINE PLAN FLOOR LINE 20 GAUGE METAL STUDS @ 16" O.C. REFER TO WALL TYPES BELLOW FOR STUD SIZE STEEL TRACK, FASTENED INTO CONCRETE SLAB W/ POWDER ACTUATED FASTENER @ 16" O.C. WITHIN 6" OF ENDS / OPENINGS FINISH FLOOR AND WALL BASE (BOTH SIDES) AS SCHEDULED (1) LAYER 5/8" GWB (BOTH SIDES) BUILT TO UNDERSIDE OF SLAB ABOVE. PROVIDE NON-FIRE-RATED ACOUSTICAL SEALANT AT NON-RATED WALLS. DEFLECTION TRACK AT TOP OF STUD WALL, FASTENED INTO CONC SLAB OR DECK ABOVE W/ POWDER ACTUATED FASTENER @ 16" O.C. & WITHIN 6" OF ENDS / OPENINGS (FULL CAVITY WIDTH) ACOUSTICAL BATT INSULATION WHERE CALLED FOR IN WALL TYPE DESCRIPTION, W/ GALV STEEL PINS SECURED TO INTERIOR FACE OF GYP BD. @ 16" O.C. VERT. & HORIZ. SLAB OR DECKING ABOVE CONCRETE SLAB METAL STUDS @ 16" OC (1) LAYER OF 5/8" GYP BD EACH SIDE TO UNDERSIDE OF DECK ABOVE AT NON-RATED PARTITIONS. REFER TO WALL TYPES TABLE BELOW FOR ACOUSTICAL BATT INSULATION. DESCRIPTION REFER TO RCP FOR CLG. HGT. (REFER TO STRUCT. DWGS.) TYPICAL WALLS TO UNDERSIDE OF STRUCTURE STRUCTURE ABOVE CEILING LINE PLAN FLOOR LINE 20 GAUGE METAL STUDS @ 16" O.C. REFER TO WALL TYPES BELLOW FOR STUD SIZE STEEL TRACK, FASTENED INTO CONCRETE SLAB W/ POWDER ACTUATED FASTENER @ 16" O.C. WITHIN 6" OF ENDS / OPENINGS FINISH FLOOR AND WALL BASE (BOTH SIDES) AS SCHEDULED 5/8" TYPE 'X' GWB (BOTH SIDES) BUILT TO UNDERSIDE OF SLAB ABOVE & SEAL ALL PENETRATIONS FOR RATED WALLS. SEE WALL TYPE DESCRIPTION FOR LAYER COUNT. CONTINUOUS FIRE AND SMOKE BARRIER RESISTIVE JOINT SYSTEM AT TOP & BOTTOM OF WALL (BOTH SIDES) FOR RATED WALLS. PROVIDE NON-FIRE-RATED ACOUSTICAL SEALANT AT NON-RATED WALLS. STENCIL ABOVE CEILING WITH 3" TALL RED LETTERS AT EACH WALL OR 15'-0" ON CENTER MAXIMUM. REFER TO WALL TYPES BELLOW FOR STENCIL NOTE. DEFLECTION TRACK AT TOP OF STUD WALL, FASTENED INTO CONC SLAB OR DECK ABOVE W/ POWDER ACTUATED FASTENER @ 16" O.C. & WITHIN 6" OF ENDS / OPENINGS (FULL CAVITY WIDTH) ACOUSTICAL BATT INSULATION, W/ GALV STEEL PINS SECURED TO INTERIOR FACE OF GYP BD. @ 16" O.C. VERT. & HORIZ., REFER TO WALL TYPES BELOW FOR ADDITIONAL INFORMATION SLAB OR DECKING ABOVE CONCRETE SLAB, EXISTING OR REFER TO STRUCTURAL METAL STUDS @ 16" OC (2) LAYERS OF 5/8" GYP BD EACH SIDE TO UNDERSIDE OF DECK ABOVE AT NON-RATED PARTITIONS. PROVIDE (2) LAYERS OF TYPE 'X' 5/8" GYP BD EACH SIDE EXTEND TO UNDERSIDE OF DECK ABOVE AND SEAL WITH FIRE RATED CAULKING AT RATED PARTITIONS. REFER TO WALL TYPES TABLE BELOW FOR ACOUSTICAL BATT INSULATION. DESCRIPTION REFER TO RCP FOR CLG. HGT. (REFER TO STRUCT. DWGS.) FIRE/SMOKE RATING R-4 MIN. (EPS) RIGID INSULATION (ABOVE GRADE, TYP) EXTERIOR 12" CAST-IN-PLACE CONCRETE WALL @ STUCCO 1-1/2" METAL FRAMING @ 16" OC AIR SPACE REINFORCED C.I.P. CONCRETE WALL (SEE STRUCT. DWGS.) 5/8" GYPSUM BOARD 2-COAT SYNTHETIC STUCCO FINISH SYSTEM 2 3/4" INTERIOR EXTERIOR R-4 MIN. (EPS) RIGID INSULATION (ABOVE GRADE, TYP) EXTERIOR 12" CAST-IN-PLACE CONCRETE WALL @ MASONRY VENEER F.O. C.I.P. CONC. F.O. VENEER 1-1/2" METAL FRAMING @ 16" O.C. AIR SPACE 5/8" GYPSUM BOARD CONT. FLUID APPLIED WEATHER BARRIER ON REINF. C.I.P. CONCRETE WALL, (SEE STRUCT. DWGS.) POLISHED CMU (OR OTHER) MASONRY VENEER 2 3/4" INTERIOR EXTERIOR (C.I.P. CONC.) 1' - 0" - VARIES 6" R-38 MIN. SPRAY FOAM INSULATION (SPF), JOG AROUND ROOF JOIST STEMS (TYP) ROOF - MEMBRANE ROOF OVER C.I.P. CONCRETE REINFORCED C.I.P. CONCRETE ROOF (SEE STRUCT. DWGS.) EXTERIOR INTERIOR DOVETAIL SLOTS & MASONRY TIES @ 16" OC (TYP) FLUID APPLIED MEMBRANE ROOF SYSTEM, (SEE SPECS.) PER MFR) (THICKNESS 7 5/8" AIRSPACE (C.I.P. CONC.) 1' - 0" - VARIES PROVIDE SPRAY APPLIED INTUMESCENT COATING ATOP SPRAY FOAM INSULATION TO MEET IBC REQUIREMENTS FOR THERMAL BARRIER AND IGNITION PROTECTION - NOTE THAT FOAM MUST NOT BE EXPOSED, (TYP) REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 G200 August 18, 2022 JLT SRL Plot No. 102-A Reminder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room WALL & ROOF ASSEMBLIES 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1" = 1'-0" G200 WALL SECTION - FURRING WALLS A4 1" = 1'-0" G200 WALL SECTION - TYPICAL WALLS TO 6" ABOVE CEILING A1 1" = 1'-0" G200 WALL SECTION - TYPICAL WALLS TO UNDERSIDE OF STRUCTURE A2 1" = 1'-0" G200 WALL SECTION - FIRE/SMOKE RATING A3 1" = 1'-0" G200 EXTERIOR WALL DETAILS B4 WALL TAG DESCRIPTION M01 3-5/8" METAL STUDS @ 16" OC WITH 1 LAYER OF 5/8" GYP BD EACH SIDE TO 6" ABOVE CEILING WALL TAG FIRE RATING DESCRIPTION M07 1 HR 3-5/8" METAL STUDS @ 16" OC WITH 1 LAYER OF 5/8" TYPE X GYP BD EACH SIDE TO UNDERSIDE OF DECK ABOVE AND SEAL WITH FIRE RATED CAULKING WALL TAG DESCRIPTION M21 3-5/8" METAL STUDS @ 16" OC WITH 1 LAYER OF 5/8" GYP BD ONE SIDE TO 6" ABOVE CEILING M22 3-5/8" METAL STUDS @ 16" OC WITH 1 LAYER OF 5/8" GYP BD ONE SIDE TO UNDERSIDE OF DECK ABOVE M86 5/8" METAL HAT CHANNEL WITH 1 LAYER OF 5/8" GYP BD ONE SIDE TO UNDERSIDE OF DECK ABOVE M90 1 LAYER OF 2" RIGID INSULATION WITH 7/8" METAL HAT CHANNEL AND 1 LAYER OF 5/8" GYP BD ONE SIDE TO UNDERSIDE OF DECK ABOVE WALL TAG DESCRIPTION M02 3-5/8" METAL STUDS @ 16" OC WITH 1 LAYER OF 5/8" GYP BD EACH SIDE TO UNDERSIDE OF DECK ABOVE No. Description Date 6346 ESTATE SMITH BAY, St. Thomas, USVI 00802 VITEMA SAFE ROOM & WIND RETROFIT DESIGN DEVELOPMENT Prepared For SPRINGLINE ARCHITECTS Prepared By REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - COVER SHEET C0.00 C0.01 REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - GENERAL NOTES SHEET C0.02 REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - EXISTING CONDITIONS PLAN 3 3 3 4 2 5 5 1 1 1 6 6 7 7 7 7 7 7 8 9 1 2 3 4 5 6 7 8 9 C0.90 REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - EROSION CONTROL + DEMOLITION PLAN 8 12 12 12 18 10 11 14 LOADING ZONE DROP-OFF ZONE 11 11 11 9 SITE KEY NOTES KEY NUMBER DESCRIPTION 1 DUMPSTER CONTAINERS 2 RV PARKING 3 POND AREA 4 FUTURE COMMUNICATIONS-TOWER 5 MECHANICAL YARD 6 PACKAGE WASTEWATER TREATMENT PLANT 7 STAIRWELL 8 SITE RETAINING WALLS 9 PROTECT EXISTING TREES 10 24" WIDE STOP BAR + STOP SIGN 11 SIDEWALK CURB RAMP 12 12" WIDE WHITE CROSSWALK STRIPING 13 ADA PARKING STALL + SIGNAGE 14 WHITE DIRECTIONAL ARROW 15 ROLLING GATE 16 8' CHAIN LINE FENCE W/BARBED WIRE 17 CONCRETE BOLLARD 18 FUTURE BUILDING 19 FUTURE PARKING AREA 20 SERVICE ENTRANCE C1.00 REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - SITE PLAN C1.01 GEOMETRY PLAN INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. JOB NO. SHEET NO. ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. PROJECT MANAGER: DRAWN BY: REVIEW BY: DT PROJECT : SHEET TITLE: REVISIONS: SUBMISSIONS: Ref Description Date 1 30% SD Set 2 30% DD Set A B C D E 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 2022-06-28 2022-08-08 VITEMA EOC WIND RETROFIT & SAFE ROOM 06162037 NW CT No. Description Date C1.01 REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - GEOMETRY PLAN DRAINAGE STRUCTURE TABLE: C2.00 REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - GRADING + DRAINAGE PLAN A A C3.00 REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - UTILITY PLAN SAN MANHOLE RIM=254.5' 12" PVC E INV= 245.7' 12" PVC W INV= 245.5' SAN MANHOLE RIM=255.7' 12" PVC E INV= 245.7' 12" PVC W INV= 245.5' SAN MANHOLE RIM=251.5' *UNABLE TO OPEN* 12" PVC E INV= ' 12" PVC N INV= ' SAN MANHOLE RIM=250.1' *UNABLE TO OPEN* 12" PVC S INV= ' 12" PVC N INV= ' SAN MANHOLE *UNABLE TO ACCESS* A A A C3.01 REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - OFF-SITE UTILITY PLAN ℄ REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - DETAILS SHEET NOTE: 1. LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES. TYPICAL LOCKING BOLT REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - DETAILS SHEET REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - DETAILS SHEET 2" NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2-FT OR MORE ABOVE THE MANHOLE INVERT. 3. CONTRACTOR SHALL COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING EXCAVATION, CORING AND CONNECTIONS TO EXISTING MANHOLES. 4. FORM AND POUR CONCRETE TO BOTTOM OF TEE. INSTALL A MINIMUM OF TWO (2) U-SHAPE REBAR MIN 8-IN BELOW TEE. INSTALL GRAVITY MAIN, FORM & CAP OFF W/ CONCRETE MIN 12-IN ABOVE INFLUENT PIPE. 5. ALL PIPE CONNECTIONS SHALL HAVE A MINIMUM OF 12-IN SEPARATION FROM ALL JOINTS AND CORES. FOUNDATION PLAN TOP PLAN SECTION (EXISTING MANHOLE) SECTION (NEW MANHOLE) SECTION (EXISTING MANHOLE) #4 REBAR @ 8" OC 30" x 30" PAD (MIN) OUTSIDE DROP #4 U-SHAPE REBAR (SEE NOTE 4) 12" MIN INFLUENT SEWER DROP PIPE (TYP) BASE 6" 12" MIN 6" 6" TEE (TYP) 90° BEND 90° BEND EXISTING BASE DRILL & EPOXY #4 DOWELS @ 8" OC DROP PIPE CONC ENCASEMENT INFLUENT SEWER (SEE NOTE 2) PRECAST MANHOLE WALL 30" 30" COLD JOINT #4 REINFORCING HORIZONTAL SEPARATION REQUIREMENTS (NOTES 1 & 2) PROPOSED UTILITY POTABLE WATER (NOTE 3) RECLAIMED WATER MAIN (SEE NOTE 7) WASTEWATER FORCEMAIN SANITARY SEWER STORM SEWER STRUCTURAL FOUNDATION, WALLS, ETC. (SEE NOTE 8) 4"-12" 16"-UP 4"-12" 16"-UP 4"-12" 16"-UP ALL SIZES ALL SIZES ALL SIZES POTABLE WATER (NOTE 3) 4"-12" 3' 5' 3' 5' 6' 6' 6' 3' 10' 16"-UP 5' 5' 5' 5' 6' 6' 6' 5' 15' (NOTE 5) RECLAIMED WATER MAIN (SEE NOTE 7) 4"-12" 3' 5' 3' 5' 3' 5' 3' 3' 10' 16"-UP 5' 5' 5' 5' 5' 5' 5' 5' 15' (NOTE 5) WASTEWATER FORCEMAIN 4"-12" 6' 6' 3' 5' 3' 5' 3' 3' 10' 16"-UP 6' 6' 5' 5' 5' 5' 5' 5' 15' (NOTE 5) SANITARY SEWER ALL SIZES 6' 6' 3' 5' 3' 5' 3' 5' VARIES PER DEPTH NOTES: 1. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 2. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. FOR PIPES INSTALLED AT GREATER DEPTHS THAN THE MINIMUM OCU DESIGN STANDARDS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 3. THIS SEPARATION REQUIREMENT COMPLIES WITH THE MINIMUM FDEP SEPARATION REQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND UTILITIES PRIOR TO INSTALLATION. 4. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURE. 5. PRESSURE MAINS 16-IN TO 24-IN MAY HAVE 10-FT SEPARATION FROM STRUCTURAL FOUNDATION, WALLS, ETC IF NEW MAINS ARE RESTRAINED FOR THE ENTIRE LENGTH. 6. REFERENCE FIGURE A116-2 FOR VERTICAL PIPELINE SEPARATION REQUIREMENTS. 7. RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 8. ADDITIONAL SEPARATION SHALL BE REQUIRED BY UTILITIES FOR CONSTRUCTION OF, INCLUDING, BUT NOT LIMITED TO: LIVE LOADS, MULTI-STORY COMMERCIAL BUILDINGS, SUPERSTRUCTURES, EMBANKMENTS, RETAINING WALLS, BRIDGES, RAILROADS, HIGH VOLTAGE TRANSMISSION MAINS, GAS MAINS, ETC. VERTICAL SEPARATION REQUIREMENTS (NOTES 1 & 2) PROPOSED UTILITY POTABLE WATER (NOTE 4) RECLAIMED WATER MAIN WASTEWATER FORCEMAIN SANITARY SEWER STORM SEWER (NOTE 3) POTABLE WATER (NOTE 4) 12" 12" 12" / 18" 12" / 18" 12" / 18" RECLAIMED WATER MAIN 12" 12" 12" 12" 12" / 18" WASTEWATER FORCEMAIN 12" 12" 12" 12" 12" / 18" SANITARY SEWER 12" / 18" 12" 12" 12" 12" / 18" NOTES: 1. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 2. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. 3. THE 18-IN SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE OR SANITARY SEWER CROSSES ABOVE THE UTILITY MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 24-IN. OTHERWISE, THE REQUIRED SEPARATION IS 12-IN. 4. THIS SEPARATION REQUIREMENT COMPLIES WITH THE MINIMUM FDEP SEPARATION REQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND UTILITIES. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURE. 6. REFERENCE FIGURE A116-1 FOR HORIZONTAL PIPELINE SEPARATION REQUIREMENTS. 7. JOINT SPACING AT CROSSING SHALL COMPLY WITH THE MINIMUM FDEP SEPARATION REQUIREMENTS OUTLINED IN 62-555.314, F.A.C. REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - DETAILS SHEET MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S) TYPE PVC AND DUCTILE IRON PIPE SIZE (IN) 4 6 8 12 16 20 24 30 36 42 48 54 60 64 HORIZONTAL 90° BEND 21 29 37 52 65 78 104 122 143 154 167 180 188 195 45° BEND 9 12 16 22 27 33 43 51 60 64 70 75 78 81 22-1/2° BEND 5 6 8 11 13 16 21 25 29 31 34 36 38 39 11-1/4° BEND 2 3 4 6 7 8 11 12 15 16 17 18 19 20 5 5/8° BEND OR MJ SLEEVE 1 2 2 3 4 4 6 6 8 8 9 9 10 10 PLUG OR BRANCH OF TEE OR DEAD END 43 59 78 109 139 167 277 330 415 424 465 506 529 551 VALVE OR LINE STOP 22 30 39 55 70 84 139 165 208 212 233 253 265 276 HDPE CONNECTION 19 26 34 49 62 75 125 151 174 203 223 NOTES: 1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE. 4. ALL INLINE VALVES SHALL BE RESTRAINED. 5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE PAINTED RED. 6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW: WORKING PRESSURE: 150 PSI SOIL DESIGNATION: SM (SAND SILT) LAYING CONDITIONS: 3 DEPTH OF COVER: 3-FT SAFETY FACTOR: 1.5 THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE-SPECIFIC PARAMETERS, SUCH AS SOIL DESIGNATIONS AND LAYING CONDITIONS. 7. 90° BENDS ON VERTICAL PIPE ARE SUBJECT TO REVIEW AND APPROVAL OF UTILITIES. 8. IF 4-IN THRU 20-IN PIPE IS POLYETHLYENE ENCASED, USE 1.25 MULTIPLIER ON RESTRAINT LENGTH. 9. RESTRAINING REQUIREMENTS APPLY TO BOTH EXISTING AND PROPOSED MAINS. ANGLE OF DIRECTION CHANGE PER HORIZONTAL TABLE (MIN) PER HORIZONTAL TABLE (MIN) PLAN VIEW MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S) TYPE PVC AND DUCTILE IRON PIPE SIZE (IN) 4 6 8 12 16 20 24 30 36 42 48 54 60 64 VERTICAL (UPPER) 90° BEND 43 59 78 109 139 167 277 330 415 424 465 506 529 551 45° BEND 18 25 32 45 58 69 115 137 172 176 193 210 219 229 22-1/2° BEND 9 12 16 22 28 34 56 66 83 85 93 101 106 110 11-1/4° BEND 5 6 8 11 14 17 28 33 41 42 46 50 53 55 5 5/8° BEND OR MJ SLEEVE 3 3 4 6 7 9 14 17 21 21 23 25 26 28 NOTES: 1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE. 4. ALL INLINE VALVES SHALL BE RESTRAINED. 5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE PAINTED RED. 6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW: WORKING PRESSURE: 150 PSI SOIL DESIGNATION: SM (SAND SILT) LAYING CONDITIONS: 3 DEPTH OF COVER: 3-FT SAFETY FACTOR: 1.5 THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE-SPECIFIC PARAMETERS, SUCH AS SOIL DESIGNATIONS AND LAYING CONDITIONS. 7. 90° BENDS ON VERTICAL PIPE ARE SUBJECT TO REVIEW AND APPROVAL OF UTILITIES. 8. IF 4-IN THRU 20-IN PIPE IS POLYETHYLENE ENCASED, USE 1.25 MULTIPLIER ON RESTRAINT LENGTH. 9. RESTRAINING REQUIREMENTS APPLY TO BOTH EXISTING AND PROPOSED MAINS. PER HORIZONTAL TABLE (MIN) (SEE FIG A104-1) ANGLE OF DIRECTION CHANGE ANGLE OF DIRECTION CHANGE PER VERTICAL TABLE (MIN) RESTRAIN TOTAL LENGTH LOWER BEND UPPER BEND FORCE FORCE DEPTH VARIES PROFILE VIEW DEPTH VARIES REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - DETAILS SHEET REVISIONS: DRAWN BY: CHECKED BY: DATE: HCE JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 08/18/2022 DT NW ST.CROIX, USVI VITEMA SAFE ROOM & WIND RETROFIT 30% CONSTRUCTION DOCUMENTS 06162037 1 2 3 4 5 No. Description Date 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs 03/04/2022 08/18/2022 - - - DETAILS SHEET F'C (PSI) COURSE AGGREGATE LOCATIONS 5,000 NORMAL WEIGHT ALL CONCRETE UNLESS SPECIFICALLY SHOWN OTHERWISE 4,000 NORMAL WEIGHT SLAB ON GROUND AND OUTDOOR RAMPS AND STAIRS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S001 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room GENERAL STRUCTURAL NOTES SCHEMATIC DESIGN 470-20-02 General Notes 1. CODES AND STANDARDS A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE UNITED STATES VIRGIN ISLAND BUILDING CODE AND ICC 500, LATEST EDITION, WITH THE SPECIFICATION AND WITH THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. II. GENERAL A. THIS PROJECT HAS BEEN DESIGNED FOR THE WEIGHTS OF MATERIALS INDICATED IN THE DESIGN DATA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND CONSTRUCTION OF FALSEWORK, FORMWORK, STAGING, BRACING, SHEETING, SHORING, ETC. B. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL STRUCTURAL ELEVATIONS AND DIMENSIONS WITH EXISTING CONDITIONS AND WITH OTHER PROJECT DRAWINGS; COORDINATE LOCATION OF SLEEVES AND OPENINGS THROUGH THE STRUCTURE, SLAB DEPRESSIONS, FLOOR DRAINS, INSERTS, AND OTHER RELATED ITEMS. C. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CORRECTNESS OF DIMENSIONS OR QUANTITIES AND FOR THE FITTING TO OTHER WORK; FOR WORK TO BE CONFIRMED AND CORRELATED AT THE SITE; FOR INFORMATION PERTAINING TO THE FABRICATION PROCEDURE OR TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION; AND FOR THE COORDINATION OF STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. THE VERIFICATION OF THE PHYSICAL INTERRELATIONSHIPS OF ELEMENTS OF THE WORK FROM PLANS AND SPECIFICATIONS AND IN THE FIELD IS THE CONTRACTOR'S SOLE RESPONSIBILITY. REVIEW OF CONTRACTOR'S SUBMISSIONS DOES NOT RELIEVE CONTRACTOR FROM THESE RESPONSIBILITIES. D. SEE ARCHITECTURAL DRAWINGS FOR EXACT DETAIL AND LOCATION OF OPENINGS OR RECESSES IN WALLS AND SLABS AND OTHER DIMENSIONS NOT SHOWN IN STRUCTURAL DRAWINGS.SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR INFORMATION REGARDING SIZE AND LOCATION OF OPENINGS FOR DUCTS, PIPES, CONDUITS, MACHINE PADS, AND THE LIKE. PROPOSED OPENINGS OR RECESSES IN THE STRUCTURE WHICH ARE NOT SHOWN IN THE STRUCTURAL DRAWINGS, EITHER DIRECTLY OR BY TYPICAL DETAIL, SHALL BE SUBMITTED FOR ACCEPTANCE. E. HOLES OF ANY SIZE SHALL NOT BE DRILLED INTO STRUCTURAL MEMBERS, EXCEPT AS SHOWN IN THE DRAWINGS, WITHOUT THE ACCEPTANCE OF THE ENGINEER. F. ALL CONCRETE MASONRY UNITS CONTAINING MASONRY ANCHORS, DOWELS, REINFORCING STEEL AND THE LIKE SHALL BE FILLED SOLID WITH GROUT. III. REINFORCED CONCRETE: A. UNLESS OTHERWISE NOTED: 1. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064. B. PROVIDE CONCRETE WITH THE FOLLOWING PROPERTIES IN THE LOCATIONS INDICATED: C. WATER REDUCING ADMIXTURE SHALL BE INCORPORATED INTO ALL CONCRETE AT A MINIMUM DOSAGE AS RECOMMENDED BY THE MANUFACTURER. ALL CONCRETE OTHER THAN FOR FOOTINGS, SHALL BE AIR-ENTRAINED TO 4 TO 6 PERCENT. EXTERIOR CONCRETE SHALL BE AIR ENTRAINED TO 5 TO 7 PERCENT. CALCIUM CHLORIDE IS NOT PERMITTED FOR USE IN CONCRETE. D. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE CONTRACT DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE SHOWN OR NOTED REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE CAPACITY IN ACCORDANCE WITH ACI 318. E. REINFORCING BAR DEVELOPMENT LENGTHS, AS COMPUTED IN ACCORDANCE WITH ACI 318, FORM THE BASIS FOR BAR EMBEDMENT LENGTHS AND BAR SPLICED LENGTHS SHOWN IN THE DRAWINGS. APPLY APPROPRIATE MODIFICATION FACTORS FOR TOP STEEL, BAR SPACING, COVER AND THE LIKE. F. DETAILING OF REINFORCING STEEL SHALL CONFORM TO "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI 315). G. MINIMUM CONCRETE COVER FOR REINFORCEMENT (SUBJECT TO TOLERANCES PERMITTED BY CODE) SHALL BE AS GIVEN IN PARAGRAPH 7.7.1 OF ACI 318, UNLESS OTHERWISE INDICATED. H. ALL BEAM AND SLAB CONSTRUCTION, INCLUDING UPSET BEAMS, SHALL BE CAST MONOLITHICALLY WITHOUT HORIZONTAL CONSTRUCTION JOINTS, UNLESS SHOWN IN THE CONTRACT DRAWINGS. MAXIMUM LENGTH OF POUR FOR FOUNDATIONS WALLS SHALL NOT EXCEED 50 FEET. I. LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, CONFORMANCE WITH ACI 318, AND ACCEPTANCE OF THE ENGINEER. DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED CONSTRUCTION JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL SHOP DRAWINGS. J. SPLICES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRE PLUS 2 INCHES, NOR LESS THAN 8". K. WELDING OF REINFORCING BARS IS NOT PERMITTED UNLESS SPECIFICALLY CALLED FOR IN THE DRAWINGS. L. BAR SUPPORTS SHALL BE ALL-GALVANIZED METAL WITH PLASTIC TIPS. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT M. DISPLACEMENT BY CONSTRUCTION TRAFFIC OR CONCRETE. TIE WIRE SHALL BE 16 GAUGE CONFORMING TO ASTM A82. N. REINFORCING STEEL SUPPORTED ON THE GROUND SHALL BE PLACED ON PRECAST BLOCKS PRODUCED SPECIFICALLY FOR THE INTENDED PURPOSE. O. SLAB ON GROUND: 1. CAST OVER A MINIMUM OF 8 INCHES OF FREE DRAINING GRAVEL FILL. 2. PROVIDE VAPOR BARRIER GRAVEL FILL AS BOTTOM FORM FOR SLAB ON GROUND. OVERLAP JOINTS AND BOND TOGETHER IN ACCORD WITH MANUFACTURER'S RECOMMENDATIONS. PROVIDE STEGO WRAP (15 MIL) BY STEGO INDUSTRIES LLC OR OTHER ACCEPTED BY ENGINEER. P. NON-SHRINK GROUT SHALL BE PREMIXED AND BAGGED BY MANUFACTURER. ACCEPTABLE NON-SHRINK GROUT: MASTER FLOW 713 BY BASF OR OTHER ACCEPTED BY ENGINEER. IV.STRUCTURAL MASONRY A. COMPRESSIVE STRENGTH F'M, MEASURED AT 28 DAYS AGE SHALL BE 1500 PSI. COMPRESSIVE STRENGTH OF MASONRY UNITS SHALL BE 2350 PSI (MINIMUM) AND MORTAR SHALL BE TYPE M. B. PROVIDE HORIZONTAL JOINT REINFORCEMENT 16 INCHES O.C. EVERY OTHER COURSE. REINFORCEMENT SHALL BE 16 GAUGE GALVANIZED LOX-ALL LADDER MESH REINFORCEMENT BY HOHMANN & BARNARD OR ACCEPTED EQUAL C. ALL REINFORCING STEEL SHEEL CONFORM TO ASTM A615, GRADE 60 D. GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF X,XXX PSI V. FOUNDATIONS A. REFER TO BORING LOGS BY VITEST ENGINEERS PROJECT NO. VTE22-01.1101 DATE APRIL 4, 2022. B. ALL FOOTINGS ARE DESIGNED TO BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2.25 TONS PER SQUARE FOOT. ALL EXISTING LOOSE FILL AND UNSATISFACTORY BEARING MATERIAL SHALL BE REMOVED FROM THE SITE. C. DEWATERING SHALL BE PROVIDED AS REQUIRED SO THAT EXCAVATION, CONCRETE WORK AND BACKFILLING ARE PERFORMED IN THE DRY. D. TEMPORARY BRACING, SHEETING AND SHORING, ETC. SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE DESIGNED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACCEPTED DRAWINGS PREPARED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE UNITED STATES VIRGIN ISLANDS. E. BELOW GRADE WALLS ARE SUPPORTED LATERALLY BY FLOOR CONSTRUCTION AT THE TOP AND AT THE BOTTOM. BACKFILL SHALL NOT BE PLACED BEHIND WALLS UNTIL THE SUPPORTING SLABS ARE IN PLACE AND THE WALLS HAVE ACHIEVED DESIGN STRENGTH. VI.SPECIAL INSPECTION A. PROVIDE SPECIAL INSPECTION FOR INSTALLATION OF: 1. FOUNDATION BEARING SURFACES 2. CAST-IN-PLACE CONCRETE 3. REINFORCING STEEL 4. SUB-GRADE BELOW SLAB ON GROUND A. ALL SPECIAL INSPECTION SHALL BE DONE UNDER THE SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT. REPORTS SHALL BE SUBMITTED TO THE OWNER AND ENGINEER FOR REVIEW. ABBREVIATIONS Key Name Structural Abbreviation A.F.F. ABOVE FINISHED FLOOR A.H.U. AIR HANDLING UNIT ARCH. ARCHITECTURAL B.S. BOTH SIDES BOT. BOTTOM CF CUBIC FOOT CLR. CLEAR COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS DET. DETAIL DIA. DIAMETER DIM. DIMENSION EA. EACH ELEV. ELEVATION EQ. EQUAL EQUIP. EQUIPMENT EXIST. EXISTING EXP. EXPANSION EXT. EXTERIOR FIN. FINISH FTG. FOOTING GA. GAUGE GALV. GALVANIZED HORIZ. HORIZONTAL HSS HOLLOW STRUCTURAL SECTION INT. INTERIOR J.B. JOIST BEARING KSI KIPS PER SQUARE INCH LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAX. MAXIMUM MECH. MECHANICAL MIN. MINIMUM MPH MILES PER HOUR # NUMBER N.T.S. NOT TO SCALE NO. NUMBER O.C. ON CENTER PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH R RADIUS REINF. REINFORCING REQ'D REQUIRED S.S. STAINLESS STEEL SIM SIMILAR STD. STANDARD STRU. STRUCTURAL TS TUBE STEEL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD VERT. VERTICAL W.P. WORK POINT W.W.F. WELDED WIRE FABRIC No. Description Date 03/04/2022 08/18/2022 WIND LOADS: 1. BASIC WIND SPEED, V = 2. WIND DIRECTIONALITY FACTOR, Kd = 3. WIND EXPOSURE CATEGORY = 4. TOPOGRAPHIC FACTOR, Kzt = 5. GUST EFFECT FACTOR, G = 6. RISK CATEGORY 7. INTERNAL PRESSURE COEFFICIENT: 8. COMPONENTS AND CLADDING WIND LOADS SHALL BE IN ACCORDANCE WITH ASCE 7-16 REQUIREMENTS. SEISMIC LOADS: 1. MAPPED SPECTRAL RESPONSE ACCELERATION 2. DESIGN SPECTRAL ACCELERATION FOR SHORT PERIODS 3. DESIGN SPECTRAL ACCELERATION FOR 1-SEC PERIOD 4. SITE CLASSIFICATION 5. IMPORTANCE FACTOR 6. RISK CATEGORY 7. SEISMIC DESIGN CATEGORY 230 MPH 1.0 D 1.0 1.0 IV ±0.55 DESIGN LOAD SCHEDULE ITEMS FLOOR SUPERIMPOSED DEAD LOAD (PSF) ROOFING CEILING MECH/ ELEC FLOOR FINISH/ INSULATION LIVE LOAD CELLAR TO FOURTH FLOOR - 5 5 5 100 Ss = .814 S1 = .313 Sds = .652 Sd1 = .303 C 1.5 IV D THIRD FLOOR CANOPIES 20 - 5 5 8 ROOF 50 - 10 5 8 LOAD CASES: 1. 1.0D + 1.0L 2. 1.0D + 0.75L + 0.75S 3. 1.0D + 0.75L + 0.75S + 0.45W 4. 1.0D + 0.6W 5. 0.6D + 0.6W 6. 1.05D + 0.75L + 0.75S + 0.525E 7. 1.04D + 0.7E 8. 0.56D + 0.7E REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S002 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room LOADING CRITERIA SCHEMATIC DESIGN 470-20-02 No. Description Date 03/04/2022 08/18/2022 24" THICK MAT SLAB 36" THICK MAT SLAB 24" THICK MAT SLAB 1 S501 30' - 0" 21' - 4 1/2" 24" THICK WALL FOOTING 24" THICK WALL FOOTING 30' - 0" 4 S601 3 S501 A B D H 16 16 10 2 G 1 3 4 5 6 7 9 C E F F.2 F.3 F.4 F.5 J 11 E.2 13 12 2' - 10" 11' - 2" 6' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 5' - 10" 10' - 0" 19' - 4" 1' - 2" 1' - 0" 1' - 2" 1' - 2" 1' - 6" EXPANSION JOINT 1' - 6" 1' - 1" 1' - 2" 2' - 0" 11' - 2 1/2" 8' - 7" 15' - 8 1/2" 15' - 8" 15' - 4" 11' - 4 1/2" 4' - 11 1/2" 5' - 7 1/2" 1' - 7" 17' - 8" 24" THICK WALL FOOTING 3' - 5" 9' - 0" ELEVATOR PIT 3' - 6" 4' - 1" 4' - 1" TAPERED CONCRETE WING (-25'- 3") (-25'- 3") (-25'- 3") 26' - 11" 1' - 7" STEP DOWN STEP DOWN STEP DOWN STEP DOWN STEP DOWN 1' - 10" 1' - 2" (-17'- 0") (-26'- 0") (-29'- 0") (-17'- 0") (-23'- 0") (-26'- 0") 11' - 6" 8' - 9" 11' - 3" 4' - 1" 4' - 8 1/2" SUMP PIT 4' - 0 1/2" 4' - 0 1/2" (-23'- 0") 7' - 0" 4' - 6 1/2" 7' - 0" 5' - 0" -17'-0" 6 S601 3 S601 6" 6" 2' - 1" 7 S601 9 S601 1 S602 2' - 0" 2' - 0" 10 S601 24" THICK MAT SLAB 2 S602 STEP UP F5.0 F5.0 F5.0 1" 7" 2" 5" 3 S602 S202 4 3' - 0 1/2" 4' - 8 1/2" 3' - 9" 3' - 7 1/2" 2' - 9" 1' - 7 1/2" 2' - 9" 4' - 0 1/2" 31' - 9" 2' - 9" 5' - 2 1/2" 4' - 0 1/2" 3' - 0" 1' - 2" 36' - 6 1/2" 19' - 2 1/2" 1' - 10" 1' - 10" 10" 10" 1' - 10" 2' - 5" 20' - 7" 5' - 0" 6' - 1" 2' - 2" 1' - 0" 10" 1' - 7" 1' - 0" (-17'- 0") (-17'- 0") 1' - 3" STEP DOWN REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S101 08/18/22 - J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room FOUNDATION PLAN SCHEMATIC DESIGN 470-20-02 Scale: 1/8" = 1'-0" 1 FOUNDATION PLAN FOUNDATION PLAN NOTES: 1. FOR GENERAL NOTES, SEE DRAWING S001 2. FOR LEGEND, ABBREVIATIONS & LOADING CRTIERIA, SEE DRAWING S002. 3. FOR TYPICAL CONCRETE DETAIL, SEE DRAWINGS S301 & S302 4. REFERENCE ELEVATION FOR BASEMENT MAT SLAB SHALL BE -32'-0", REFER TO DRAWING S-104 FOR ADDITIONAL INFORMATION 5. TOP OF MAT SLAB SHALL BE AT REFERENCE ELEVATION UNLESS OTHERWISE NOTED THUS: 6. TOP OF FOOTINGS SHALL BE 14'-0" ABOVE REFERENCE ELEVATION UNLESS OTHERWISE NOTED THUS: (XX'-X") N No. Description Date 03/04/2022 08/18/2022 1 S501 S202 3 3 S501 D H 16 10 CISTERN WALL 1' - 2" EXPANSION JOINT 1' - 0" 1' - 0" 30' - 0" 7" 8' - 0" 8' - 8" G E F F.2 F.3 F.4 F.5 J 2 S501 E.2 S202 1 13 S202 5 12 S202 2 2' - 0" 11' - 2 1/2" 8' - 7" 15' - 8 1/2" 15' - 8" 15' - 4" 11' - 4 1/2" 4' - 11 1/2" 5' - 7 1/2" 1' - 7" ELEVATOR PIT C1 C1 C1 1' - 1" 6" 1' - 6" 5" SLAB ON GROUND (TYP) 5" SLAB ON GROUND (TYP) 5" SLAB ON GROUND (TYP) 5" SLAB ON GROUND (TYP) 1' - 2" 10' - 0" 16' - 8" 16' - 1" INTERIOR CISTERN WALLS 1' - 2" 8 S601 -21'-6" -21'-6" 5' - 9" 1 S602 10 S601 CISTERN WALL 14" SLAB ON GROUND (TYP) 1' - 0" 1' - 0" 1' - 2" 5' - 9" 29' - 11 1/2" 7' - 0" 4' - 4 1/2" 1' - 11 1/2" 1' - 2" 1' - 2" 44' - 9" 1' - 2" 2' - 10" 7' - 11 1/2" 3 1/2" 3' - 1 1/2" WALL OPENING PIPE PENETRATION SEE P-101 FOR ADDITIONAL INFORMATION PIPE PENETRATIONS SEE P-101 & F-101 FOR ADDITIONAL INFORMATION PIPE PENETRATION SEE P-101 FOR ADDITIONAL INFORMATION CISTERN WALL OPENING CISTERN WALL OPENING PIPE PENETRATIONS SEE P-101 AND F-101 FOR ADDITIONAL INFORMATION WALL OPENING REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S102 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room BASEMENT LEVEL PLAN SCHEMATIC DESIGN 470-20-02 Scale: 1/8" = 1'-0" 1 BASEMENT LEVEL PLAN BASEMENT LEVEL NOTES: 1. FOR GENERAL NOTES SEE DRAWING S001 2. FOR ABBREVIATIONS AND LOADING CRITERIA SEE DRAWING S002 3. FOR TYPICAL DETAILS SEE DRAWINGS S301 THROUGH S304 4. REFERENCE ELEVATION FOR BASEMENT SLAB SHALL BE -28'-0", REFER TO DRAWING S-104 FOR ADDITIONAL INFORMATION. 5. TOP OF SLAB SHALL BE AT REFERENCE ELEVATION UNLESS OTHERWISE NOTED THUS: 6. REFER TO SLAB SCHEDULE AND TYPICAL DETAILS FOR SLAB REINFORCING. 7. NORTH MECHANICAL YARD NOT SHOWN FOR CLARITY. N No. Description Date 03/04/2022 08/18/2022 1 S501 S201 4 S202 3 4 S601 EXPANSION JOINT A B D H 16 16 10 2 8" WIDE CORBEL 8" WIDE CORBEL 1' - 1" 1' - 1" 1' - 2" 1' - 0" 1' - 0" 1' - 1" 1' - 2" 1' - 2" 1' - 2" CISTERN WALL BELOW CISTERN WALL BELOW 8" WIDE CORBEL 19' - 5" 15' - 5 1/2" 13' - 9" 17' - 1" 8' - 0" 11' - 2" 6' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 5' - 10" 10' - 0" 19' - 4" G 1 3 4 5 6 7 9 C C.1 E F F.2 F.3 F.4 F.5 J 11 2 S501 8 E.2 30' - 0" 1' - 1" 1' - 0" 2' - 0" 30' - 0" S201 2 S201 1 S202 1 S201 5 S203 2 S203 1 S201 6 13 S202 5 S201 3 12 15 S202 2 11' - 2 1/2" 8' - 7" 15' - 8 1/2" 15' - 8" 15' - 4" 11' - 4 1/2" 4' - 11 1/2" 1' - 6" 1' - 2" 1' - 6" B1 8" CONCRETE SLAB (TYP) GB-1 GB-1 GB-1 GB-1 GB-1 C1 C1 C1 C1 C1 C1 2' - 10" 5" SLAB ON GROUND (TYP) 6" CONCRETE SLAB (TYP) 6" CONCRETE SLAB (TYP) WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING TAPERED CONCRETE WING 8 S601 6 S601 3 S601 4 S601 7 S601 1' - 0" 1' - 0" 9 S601 1 S602 6 S601 10 S601 1 S602 2 S602 1' - 0" 1' - 0" 1' - 0" 3 S602 8" CISTERN ACCESS HATCH CISTERN ACCESS HATCH CISTERN ACCESS HATCH 2' - 0" 2' - 0" INTERIOR CISTERN WALLS BELOW 5' - 0 1/2" 4' - 11" 1' - 2" 2' - 3 1/2" TAPERED CONCRETE WALL 1' - 0" 1' - 0" 17' - 2 1/2" 16' - 0" 28' - 2 1/2" 3 S602 SIM S202 4 11' - 8" 10" 5' - 9" 1' - 6 1/2" 10" 1' - 0" 10" 5' - 0" 3' - 10" 10" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S103 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room FIRST FLOOR PLAN SCHEMATIC DESIGN 470-20-02 Scale: 1/8" = 1'-0" 1 FIRST FLOOR PLAN STRUCTURAL FRAMING NOTES: 1. FOR GENERAL NOTES SEE DRAWING S001 2. FOR ABBREVIATIONS AND LOADING CRITERIA SEE DRAWING S-002 3. FOR TYPICAL DETAILS SEE DRAWINGS S301 THOUGH S304 4. FOR COLUMN SCHEDULE SEE DRAWING S4XX 5. REFERENCE ELEVATION FOR FIRST FLOOR SLAB SHALL BE -14'-0". 6. TOP OF SLAB SHALL BE AT REFERENCE ELEVATION UNLESS OTHERWISE NOTED THUS: 7. CONCRETE BEAMS ARE DENOTED THUS: BX. FOR ADDITIONAL INFORMATION REFER TO CONCRETE BEAM SCHEDULE AND TYPICAL DETAILS 8. REFER TO SLAB SCHEDULE AND TYPICAL DETAILS FOR SLAB REINFORCING. 9. CONCRETE GRADE BEAMS INDICATED THUS: GB-X. SEE SCHEDULE ON DRAWING S4XX 10. SEE WALL ELEVATIONS ON S201,S202 & S203 FOR WALL OPENING LOCATIONS AND DIMENSIONS No. Description Date N 03/04/2022 08/18/2022 S201 4 S202 3 EXPANSION JOINT A B D H 16 16 10 2 G 1 3 4 5 6 7 9 C C.1 E F F.2 F.3 F.4 F.5 J 11 J1 J1 5" DISTRIBUTION RIB (TYP) 5" DISTRIBUTION RIB (TYP) 8 E.2 2' - 10" 11' - 2" 6' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 5' - 10" 10' - 0" 19' - 4" S201 2 S201 1 S202 1 S201 5 S203 2 S203 1 S201 6 13 S202 5 S201 3 30' - 0" 2' - 0" 11' - 2 1/2" 8' - 7" 15' - 8 1/2" 15' - 8" 15' - 4" 11' - 4 1/2" 4' - 11 1/2" 5' - 7 1/2" 1' - 7" 6' - 9" 12 15 S202 2 4" 2' - 0" 5' - 4 1/2" 30' - 0" 4" 1' - 6" 1' - 0" OPEN TO BELOW OPEN TO BELOW 6" CONCRETE SLAB (TYP) 6" CONCRETE SLAB (TYP) B3 B3 TAPERED CONCRETE WING (TYP) TAPERED CONCRETE WINGS (TYP) 8" CONCRETE SLAB (TYP) WALL OPENING 8" CONCRETE SLAB (TYP) WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING 17' - 8" WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING TAPERED CONCRETE WING 1' - 6" WALL OPENING 8 S601 5 S601 1' - 2" WALL OPENING 6 S601 3 S601 WALL OPENING WALL OPENING 7 S601 1' - 0" 1' - 0" 9 S601 1 S602 10 S601 C1 C2 C2 C1 C1 C1 C1 C1 1 S602 2 S602 S202 4 WALL OPENING 6" CONCRETE SLAB (TYP) 6" CONCRETE SLAB (TYP) REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S104 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room SECOND FLOOR PLAN SCHEMATIC DESIGN 470-20-02 Scale: 1/8" = 1'-0" 1 SECOND FLOOR PLAN STRUCTURAL FRAMING NOTES: 1. FOR GENERAL NOTES SEE DRAWING S001 2. FOR ABBREVIATIONS AND LOADING CRITERIA SEE DRAWING S002 3. FOR TYPICAL DETAILS SEE DRAWINGS S301 THROUGH S304 4. FOR COLUMN SCHEDULE SEE DRAWING S4XX 5. REFERENCE ELEVATION FOR SECOND FLOOR SLAB SHALL BE 0'-0". 6. TOP OF SLAB SHALL BE AT REFERENCE ELEVATION UNLESS OTHERWISE NOTED THUS: 7. CONCRETE BEAMS ARE DENOTED THUS: BX. FOR ADDITIONAL INFORMATION REFER TO CONCRETE BEAM SCHEDULE AND TYPICAL DETAILS 8. REFER TO SLAB SCHEDULE AND TYPICAL DETAILS FOR SLAB REINFORCING. 9. SEE WALL ELEVATIONS ON S201,S202 & S203 FOR WALL OPENING LOCATIONS AND DIMENSIONS No. Description Date N 03/04/2022 08/18/2022 S201 4 S202 3 EXPANSION JOINT A B D H 16 16 10 2 1' - 0" 1' - 0" 1' - 0" 1' - 2" 1' - 2" 1' - 2" 1' - 0" 10' - 0" 10' - 0" G 1 3 4 5 6 7 9 C E F F.2 F.3 F.4 F.5 J 11 J1 J1 5" DISTRIBUTION RIB (TYP) 5" DISTRIBUTION RIB (TYP) 8 E.2 30' - 0" 30' - 0" 8' - 7" 15' - 8 1/2" 15' - 8" 15' - 4" 11' - 4 1/2" 4' - 11 1/2" 5' - 7 1/2" 11' - 2 1/2" 2' - 0" S201 1 S202 1 S201 5 S203 2 S203 1 S201 6 13 S202 5 S201 3 12 S202 2 2' - 10" 11' - 2" 6' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 5' - 10" 10' - 0" 19' - 4" 2' - 0" 8" CONCRETE SLAB (TYP) 6" CONCRETE SLAB (TYP) 6" CONCRETE SLAB (TYP) WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING 8" CONCRETE SLAB (TYP) TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS 1' - 7" 17' - 8" WALL OPENING 1' - 4" 1' - 2" 8 S601 5 S601 6 S601 3 S601 7 S601 1' - 0" 1' - 0" 9 S601 1 S602 10 S601 1 S602 WALL OPENING WALL OPENING 2 S602 WALL OPENING 2' - 2" 2' - 2" S202 4 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S105 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room THIRD FLOOR PLAN SCHEMATIC DESIGN 470-20-02 Scale: 1/8" = 1'-0" 1 THIRD FLOOR PLAN STRUCTURAL FRAMING NOTES: 1. FOR GENERAL NOTES SEE DRAWING S001 2. FOR ABBREVIATIONS AND LOADING CRITERIA SEE DRAWING S-002 3. FOR TYPICAL DETAILS SEE DRAWINGS S301 THROUGH S304 4. FOR COLUMN SCHEDULE SEE DRAWING S4XX 5. REFERENCE ELEVATION FOR THIRD FLOOR SLAB SHALL BE +14'-0". 6. TOP OF SLAB SHALL BE AT REFERENCE ELEVATION UNLESS OTHERWISE NOTED THUS: 7. CONCRETE BEAMS ARE DENOTED THUS: BX. FOR ADDITIONAL INFORMATION REFER TO CONCRETE BEAM SCHEDULE AND TYPICAL DETAILS 8. REFER TO SLAB SCHEDULE AND TYPICAL DETAILS FOR SLAB REINFORCING. 9. SEE WALL ELEVATIONS ON S201,S202 & S203 FOR WALL OPENING LOCATIONS AND DIMENSIONS N No. Description Date 03/04/2022 08/18/2022 S201 4 S202 3 EXPANSION JOINT A B D H 16 16 10 2 1' - 0" 1' - 2" 1' - 0" 1' - 0" 10' - 0" 1' - 2" 1' - 0" 1' - 2" 10' - 0" G 1 3 4 5 6 7 9 C E F F.2 F.3 F.4 F.5 J 11 J1 J1 5" DISTRIBUTION RIB (TYP) 5" DISTRIBUTION RIB (TYP) E.2 1' - 2" S201 1 S202 1 S201 5 S203 2 S203 1 S201 6 13 S202 5 S201 3 12 S202 2 2' - 10" 11' - 2" 6' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 5' - 10" 10' - 0" 19' - 4" 30' - 0" 8" CONCRETE SLAB (TYP) 6" CONCRETE SLAB (TYP) 6" CONCRETE SLAB (TYP) 17' - 8" 2' - 0" 11' - 2 1/2" 8' - 7" 15' - 8 1/2" 15' - 8" 15' - 4" 11' - 4 1/2" 4' - 11 1/2" 5' - 7 1/2" 1' - 7" 30' - 0" WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS 8" CONCRETE SLAB (TYP) WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING 8 S601 5 S601 7 S601 1' - 0" 1' - 0" 9 S601 10 S601 WALL OPENING 2' - 2" S202 4 WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING WALL OPENING REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S106 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room FOURTH FLOOR PLAN SCHEMATIC DESIGN 470-20-02 Scale: 1/8" = 1'-0" 1 FOURTH FLOOR PLAN STRUCTURAL FRAMING NOTES: 1. FOR GENERAL NOTES SEE DRAWING S001 2. FOR ABBREVIATIONS AND LOADING CRITERIA SEE DRAWING S-002 3. FOR TYPICAL DETAILS SEE DRAWINGS S301 THROUGH S304 4. FOR COLUMN SCHEDULE SEE DRAWING S4XX 5. REFERENCE ELEVATION FOR FOURTH FLOOR SLAB SHALL BE +28'-0". 6. TOP OF SLAB SHALL BE AT REFERENCE ELEVATION UNLESS OTHERWISE NOTED THUS: 7. CONCRETE BEAMS ARE DENOTED THUS: BX. FOR ADDITIONAL INFORMATION REFER TO CONCRETE BEAM SCHEDULE AND TYPICAL DETAILS 8. REFER TO SLAB SCHEDULE AND TYPICAL DETAILS FOR SLAB REINFORCING. 9. SEE WALL ELEVATIONS ON S201,S202 & S203 FOR WALL OPENING LOCATIONS AND DIMENSIONS No. Description Date N 03/04/2022 08/18/2022 S201 4 S202 3 EXPANSION JOINT A B D H 16 16 10 2 G 1 3 4 5 6 7 9 C E F F.2 F.3 F.4 F.5 J 11 E.2 S201 1 S202 1 S201 5 S203 2 S203 1 S201 6 13 S202 5 S201 3 12 S202 2 EDGE OF ROOF SLAB 2' - 10" 11' - 2" 6' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 5' - 10" 10' - 0" 19' - 4" 5" DISTRIBUTION RIB (TYP) J1 6" CONCRETE CURB EDGE OF ROOF SLAB 5" DISTRIBUTION RIB (TYP) 6" CONCRETE CURB J1 5" DISTRIBUTION RIB (TYP) TAPERED JOIST ENDS TAPERED JOIST ENDS B2 B2 1' - 2" 1' - 0" 1' - 2" 1' - 0" 1' - 0" 2' - 0" 1' - 2" 30' - 0" 2' - 0" 11' - 2 1/2" 8' - 7" 15' - 8 1/2" 15' - 8" 15' - 4" 11' - 4 1/2" 4' - 11 1/2" 5' - 7 1/2" 1' - 7" 1' - 6" 17' - 8" EDGE OF ROOF SLAB 4' - 0" 4' - 5" 1' - 4" 4" 8" SLAB (TYP) 30' - 0" TAPERED JOIST ENDS PROVIDE SEVEN (7) BETWEEN GRIDLINES SEE TYPICAL TAPERED JOIST END DETAIL ON S-602 TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS TAPERED CONCRETE WINGS 1' - 2" 8 S601 5 S601 7 S601 9 S601 10 S601 TAPERED JOIST ENDS PROVIDE FIVE (5) BETWEEN GRIDLINES SEE TYPICAL TAPERED JOIST END DETAIL ON S-602 S202 4 2' - 2" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S107 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room ROOF PLAN SCHEMATIC DESIGN 470-20-02 Scale: 1/8" = 1'-0" 1 ROOF LEVEL PLAN STRUCTURAL FRAMING NOTES: 1. FOR GENERAL NOTES SEE DRAWING S001 2. FOR ABBREVIATIONS AND LOADING CRITERIA SEE DRAWING S002 3. FOR TYPICAL DETAILS SEE DRAWINGS S301 THOUGH S304 4. FOR COLUMN SCHEDULE SEE DRAWING S4XX 5. REFERENCE ELEVATION FOR ROOF SLAB SHALL BE +42'-0". 6. TOP OF SLAB SHALL BE AT REFERENCE ELEVATION UNLESS OTHERWISE NOTED THUS: 7. INFORMATION REFER TO CONCRETE BEAM SCHEDULE AND TYPICAL DETAILS 8. REFER TO SLAB SCHEDULE AND TYPICAL DETAILS FOR SLAB REINFORCING. No. Description Date N 03/04/2022 08/18/2022 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" FIRST FLOOR -14' - 0" 16 2 3 4 5 6 7 9 13 12 5' - 6" 6' - 9" 10' - 0" 3' - 6" 4' - 10 1/2" 5' - 4 1/2" 8" 10' - 0" 13' - 0" 10' - 6" 3' - 6" 6' - 6" 6' - 6" 10' - 1" 12' - 4" 12' - 5" 5' - 8 1/2" 10' - 5" 1' - 2" 4' - 0" 13' - 0" PARAPET B 48' - 0" 8' - 4" 4' - 0" 5' - 6" 13' - 0" 13' - 0" 3' - 3" 6' - 9" 3' - 3" 5' - 6" 5' - 6" 5' - 6" 6' - 9" 3' - 3" 2' - 6" 1' - 11" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" ROOF AT STAIR 52' - 0" FIRST FLOOR -14' - 0" 2 1 3 4 5 6 7 9 8 12 5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 5 1/2" 5' - 5 1/2" 5' - 5 1/2" 5' - 5 1/2" 10' - 0" 10' - 0" 3' - 6" 6' - 6" 3' - 0" 7' - 0" 3' - 11 1/2" 9" 8' - 1" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" ROOF AT STAIR 52' - 0" FIRST FLOOR -14' - 0" A B 2' - 0" 3' - 9" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" FIRST FLOOR -14' - 0" A B PARAPET B 48' - 0" 10' - 1 1/2" 11' - 0 1/2" 1' - 6" 9" 3' - 1" 2' - 2" 9" 1' - 6" 4' - 1" 2' - 2" 12' - 4" 12' - 4" 8' - 4" 4' - 0" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" FIRST FLOOR -14' - 0" A B 10' - 4" 9' - 7 1/2" 1' - 0" TYP OPENINGS (UON) 11' - 0" 11' - 0" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" FIRST FLOOR -14' - 0" 16 13 PARAPET B 48' - 0" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S201 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room WALL ELEVATIONS SOUTH TOWER SCHEMATIC DESIGN 470-20-02 Scale: 1/8" = 1'-0" 1 WALL 1 Scale: 1/8" = 1'-0" 4 WALL 4 Scale: 1/8" = 1'-0" 2 WALL 2 Scale: 1/8" = 1'-0" 5 WALL 5 Scale: 1/8" = 1'-0" 3 WALL 3 Scale: 1/8" = 1'-0" 6 WALL 6 No. Description Date 03/04/2022 08/18/2022 BASEMENT -28' - 0" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" ROOF AT STAIR 52' - 0" FIRST FLOOR -14' - 0" D H G F F.2 F.3 F.4 F.5 E.2 5 1/2" 5' - 6" 10' - 0" 10' - 0" 10' - 0" 4' - 9" 5' - 6" 5' - 1" 5' - 6" 5' - 1" 5' - 6" 8' - 6 1/2" 3' - 9" 9" 9' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 9" 5' - 1" 5' - 1 1/2" 8' - 0" 6' - 3" 1' - 2 1/2" 3' - 0" 6 1/2" 4' - 0" BASEMENT -28' - 0" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" ROOF AT STAIR 52' - 0" FIRST FLOOR -14' - 0" H F F.2 F.3 F.4 F.5 E.2 4' - 6" 5' - 6" 10' - 0" 6' - 0" 9' - 4" 3' - 1 1/2" 4' - 0" 8 1/2" 10' - 0" 10' - 0" 5' - 6" 5' - 6" 5' - 6" 4' - 5" 3' - 9" 5' - 5" 13' - 0" 13' - 0" 10' - 9" 13' - 0" BASEMENT -28' - 0" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" FIRST FLOOR -14' - 0" 16 13 BASEMENT -28' - 0" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" FIRST FLOOR -14' - 0" 16 10 6' - 0" 10' - 4" 1' - 0" TYP OPENINGS (UON) BASEMENT -28' - 0" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" ROOF AT STAIR 52' - 0" PARAPET 45' - 6" FIRST FLOOR -14' - 0" 16 10 11 3' - 4" 2' - 0" 2' - 9" 1' - 6" 9" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S202 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room WALL ELEVATIONS NORTH TOWER SCHEMATIC DESIGN 470-20-02 Scale: 1/8" = 1'-0" 3 WALL 9 Scale: 1/8" = 1'-0" 1 WALL 7 Scale: 1/8" = 1'-0" 2 WALL 8 Scale: 1/8" = 1'-0" 5 WALL 11 No. Description Date Scale: 1/8" = 1'-0" 4 WALL 10 TYP OPENING 03/04/2022 08/18/2022 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" FIRST FLOOR -14' - 0" B D C EXPANSION JOINT 1' - 6" 3' - 7" PARAPET B 48' - 0" 1' - 6" 7' - 0" 1' - 6" 3' - 9 1/2" 10' - 1 1/2" 12' - 4" 3' - 8 1/2" 1' - 6" 7' - 6" 3' - 6" 2' - 4" 7' - 0" 4' - 1" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" FIRST FLOOR -14' - 0" B D C EXPANSION JOINT 1' - 6" 1' - 6" 7' - 6" 1' - 6" 3' - 8 1/2" 3' - 9 1/2" 7' - 0" 1' - 6" 4' - 1" 3' - 7" 7' - 0" PARAPET B 48' - 0" 11' - 1 1/2" 11' - 1 1/2" 3' - 6" 2' - 4" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S203 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room WALL ELEVATIONS CONNECTING CORRIDOR SCHEMATIC DESIGN 470-20-02 Scale: 1/8" = 1'-0" 2 WALL 13 Scale: 1/8" = 1'-0" 1 WALL 12 No. Description Date 03/04/2022 08/18/2022 WIRE TIES SEE SPECIFICATIONS. DOWELS TO MATCH WALL VERTICALS 2" CLR. (TYP) 2" LAP=1.3LD 3" CLR. (TYP.) 3" CLR. (TYP.) WATERSTOP IN 4"WX2"H CONT. UPSET KEY (TYP) LAP LAP LAP NOTE: ALL LAP LENGTHS = 1.3LD (TYP) LAP LAP (TYP) 1.3LD 1.3LD 1.3LD STANDARD 90° HOOK 1.3LD OR (36" MIN.) 1.3LD OR (36" MIN.) WALL REINFORCING INTERIOR WALL OR PIER REINFORCING NOT SHOWN IF NOT OTHERWISE PROVIDED, ADD HORIZONTAL BARS, SAME SIZE AND SPACING AS INSIDE FACE. ADD #4@16 VERTICAL. CHANGE IN WALL THICKNESS WALL OFFSET WALL OR PIER INTERSECTION W #4@18 U.O.N. #5@10 CONT. (MIN. 2-#5) SPACING 1/2 SCHED. CONT. KEY 2/3 t D (1'-6" MIN.) LD 6" MIN. FOOTING DOWELS TO MATCH WALL VERTICALS t t #5@10 CONT. (MIN. 2-#5) CONT. KEY SPACING 1/2 SCHED. 6" MIN. 2/3 t D (1'-6" MIN.) LD W #4@18 U.O.N. FOOTING DOWELS TO MATCH WALL VERTICALS SECTION SINGLE LAYER WALL REINF. SECTION DOUBLE LAYER WALL REINF. (TYP.) 1"-0" #5 CONT. 12 12 D 2"-0" MAX. H (1)#5 D STEPPED WALL FOOTING NOTES: 1. FOOTING DIMENSIONS MAY BE GIVEN IN PLANS OR SECTIONS. 2. ELEVATIONS SHOWN IN PLANS OR DETAILS ARE TOP OF FOOTING ELEVATIONS. BOTTOM OF FOOTING SHALL BE LOWERED WHEN ACTUAL SOIL BEARING CAPACITY REQUIRES A LOWER ELEVATION. 3. WALL AND FOOTING CENTERLINES SHALL COINCIDE, UNLESS OTHERWISE SHOWN IN PLANS OR DETAILS. 4. USE TYPE 1.3LD SPLICE FOR LONGITUDINAL FOOTING REINFORCEMENT. 4H (MIN.) IN DETAILS 1'-6" MIN. OR AS SHOWN 1/2" PREMOLDED JOINT, U.O.N. t (SEE PLAN) t/2 WWF (SEE SCHED ABOVE) WALL FOOTING 6" 6" (SEE PLAN) AT DEPRESSIONS 8" OR LESS #4@12 LD 8" 1' - 0" 2' - 0" (SEE PLAN) AT DEPRESSIONS GREATER THAN 8" VAPOR BARRIER (SEE SPECS) MESH OR REINF. (SEE PLAN) 8" LAYER OF GRAVEL (SEE SPECS.) COMPACTED SUBGRADE (SEE SPECS.) (NOTE 3) WWF SPLICE WHERE REQ'D TYPICAL SEE PLAN WWF CONTROL JT. (NOTE 2) (SEE PLAN FOR LOCATION) CUT & BEND ALTERNATE WIRES AT JOINT. CONTROL JOINT 1" CONT. KEY EXTEND ALL STEEL THRU JOINT CONSTRUCTION JOINT WALL FOOTING 2' - 0" 2' - 0" WALL FTG 8" LAYER OF GRAVEL #4@18 WHERE SLAB CONTINUES, EXTEND BARS AS SHOWN. IN DETAILS 1'-6" MIN. OR AS SHOWN (USE THIS DETAIL WHERE DOWEL TO WALL IS CALLED FOR) 1 1 'W'+8" 6" 2-#6 CONT. DOWELS WHERE REQUIRED WALL THICKNESS 'W' BARRIER VAPOR SLABS UNDER NON-BEARING MASONRY WALLS 1' - 6" 2-#4 CONT. 2 1 t 1-#4 EACH STEP WWF 6x6- W6xW6 (NOTE 3.) SPLICE t/2 (MIN.) t STEPS t/5 SEALING COMPOUND CONTROL JOINT (SEE PLAN FOR LOCATION) FOR REINF.,SEE ABOVE t SAWED CONTROL JOINT (NOTE 2.) SLAB THICKNESS (t) *SCHEDULE OF SLAB REINFORCING WWF 4" 5" 6" 7" 8" 9" 6x6-W2.9xW2.9 6x6-W4xW4 6x6-W4.5xW4.5 6x6-W5xW5 6x6-W6xW6 6x6-W6.5xW6.5 *FOR 30 FEET PANEL IN LONG DIRECTION. NOTES: 1. ALL SLAB-ON-GRADE SHALL BE POURED IN AN ALTERNATING STRIP SYSTEM TO ALLOW PROPER SHRINKAGE. POUR PANELS TO BE BOUNDED BY CONTROL JOINTS (OR EXPANSION JOINTS) AS SHOWN IN PLANS. 2. CONTRACTOR MAY USE SAWED CONTROL JOINTS, SUBJECT TO APPROVAL. (THE USE OF SAWED CONTROL JOINTS IN EXPOSED CONSTRUCTION IS PROHIBITED) 3. SPLICE OF WWF SHALL BE NOT LESS THAN DISTANCE BETWEEN TWO OUTERMOST CROSS WIRES OF EACH FABRIC SHEET PLUS 2" #4x2'-0" LONG (TYP.) (WHEN CONVENTIONAL CONTROL JOINT IS USED) (WHEN SAWED CONTROL JOINT IS USED) ISOLATION JOINT (PROVIDE 1/2" PREMOLDED JOINT FILLER ONLY WHEN CALLED FOR) CONCRETE-FILL AROUND COLUMN AFTER FLOOR IS CAST CIRCULAR SHAPE OPTIONAL ISOLATION JOINT AT COLUMN 1 1/2" CLR. #4x3'-0" EDGE OF SLAB OR JOINT RE-ENTRANT JOINTS AND CORNERS t t/3 1' - 0" 3" 3" 2" CLR. #4@12 (T) EQUIPMENT SHOP DWGS. COORDINATE DIMENSIONS W/ ACCEPTED MECHANICAL SLAB-ON- GRADE #4 BENT BAR @12" O.C. AROUND PERIMETER 6" MIN. 3/4" CHAMFER (TYP) WALL INTERSECTIONS . 1/2 SCHEDULED SPACING (TYP.) LAP LAP LAP LAP DOWELS TO MATCH REINF. ABOVE KEEP SLAB SHORED UNTIL WALL ABOVE HAS BEEN CAST AND CURED #7 LAP LAP LAP LAP NOTES: 1. SLAB REINFORCING NOT SHOWN FOR CLARITY 2. LAP=1.3LD LAP ALTERNATE BARS LAP LAP LAP LAP #7 NOTES: 1. VERTICAL REINFORCING NOT SHOWN FOR CLARITY. 2. LAP=1.3LD REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S301 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room TYPICAL CONCRETE DETAILS (1 OF 3) SCHEMATIC DESIGN 470-20-02 Scale: 3/4" = 1'-0" 3 TYPICAL TANK WALL/BASE INTERFACE Scale: 3/4" = 1'-0" 4 TYPICAL LIQUID RETAINING TANK WALL DETAIL Scale: 3/4" = 1'-0" 6 TYPICAL WALL DETAILS Scale: 1/2" = 1'-0" 1 TYPICAL WALL FOOTING DETAIL Scale: 1/2" = 1'-0" 2 TYPICAL SLAB-ON-GROUND DETAIL Scale: 1 1/2" = 1'-0" 7 TYPICAL HOUSEKEEPING PAD DETAIL Scale: 3/8" = 1'-0" 5 SLAB AND WALL INTERSECTIONS No. Description Date MINIMUM WALL REINFORCEMENT SCHEDULE UNLESS OTHERWISE NOTED OR SHOWN, ALL WALLS ARE TO BE REINFORCED (AS A MINIMUM) ACCORDING TO THIS TABLE WALL THICKNESS HORIZONTAL REINF VERTICAL REINF LOCATION 6" - 8" #4@12 #4@12 WALL CENTER OVER 8"-10" #4@10 #4@12 WALL CENTER OVER 10"-12" #4@16 #4@18 EACH FACE OVER 12"-14" #4@12 #4@16 EACH FACE OVER 14"-16" #4@12 #4@16 EACH FACE OVER 16"-18" #5@16 #5@18 EACH FACE NOTES: 1. VERTICAL REINFORCEMENT SHALL BE CONTINUOUS FROM STRUCTURAL LEVEL TO STRUCTURAL LEVEL, UNLESS OTHERWISE NOTED. 2. HORIZONTAL REINFORCEMENT SPACING START AND END WITH NOT MORE THAN 1/2 SCHEDULED SPACING 03/04/2022 08/18/2022 LD 0.10L1 *WHICHEVER IS GREATER STIRRUPS DISTANCE OF FIRST SPACING DISTANCE OF FIRST SPACING CLR STD. HOOK ADDED TOP BAR (LEFT) L1 0.33L1 OR LD* CON'T TOP BAR OR LD* 0.33L1, 0.33L2 OR LD* 0.33L1, 0.33L2 L2 ADDED TOP BAR (LEFT OR RIGHT) TYPICAL REINFORCING DETAIL NOTED OTHERWISE 6" UNLESS JOIST REINFORCING 1-#6, T&B CONT. LAP = 1.3LD PROVIDE STD. HOOK AT DISCONTINUOUS ENDS. OTHERWISE NOTED 20" UNLESS SEE SLAB REINFORCING SCHEDULE T CLR. 2-#3 CONT. ONLY WHERE SLAB REINF. IS BY REBAR JOIST TOP BARS ARE TO BE SYMMETRICALLY PLACED ABOUT JOIST JOIST TOP BARS, OR #4 WHERE REQUIRED BETWEEN TOP BARS FOR STIRRUP SUPPORT. LAP=1.3LD D STIRRUPS WHERE SHOWN W W BRIDGING DETAIL TYPICAL SECTION NOTES: 1. THE TERMINATION END OF A JOIST WHERE THE SLAB CONTINUES BEYOND AND WHERE THE SLAB IS AT LEAST 4" THICK, EXTEND ALL TOP BARS AT THAT END OF THE JOIST INTO THE SLAB FOR A DISTANCE OF LD BEYOND THE OUTSIDE FACE OF SUPPORT. WHERE JOIST CANTILEVERS BEYOND THE SUPPORT, EXTEND ALL TOP AND BOTTOM BARS TO THE END OF CANTILEVER, AND TERMINATE TOP BARS WITH STANDARD HOOK. 2. THE NUMBER OF REQUIRED VERTICAL LEGS PER STIRRUP IS INDICATED IN THE SCHEDULE. DEVELOPMENT OF STIRRUPS SHALL BE IN ACCORDANCE WITH ACI 318-11 SECTION 12.13 OR ACI 318-14 SECTION 25.7. PLACE FIRST STIRRUP EQUAL TO 1/2 THE SCHEDULED FIRST SPACING OR 3", WHICHEVER IS LESS. 3. AT THE CONTRACTOR'S OPTION, AND WHERE REQUIRED TO RELIEVE BAR CONGESTION, NOT MORE THAN 50% OF THE BOTTOM BARS MAY BE TERMINATED AT THE SPECIFIED DISTANCE FROM THE FACE OF SUPPORT. 4. SCHEDULED JOIST WIDTHS ARE MINIMUM. JOIST MAY BE PADDED IN WIDTH TO FACILITATE PLAN LAYOUT. SLAB REINFORCING SCHEDULE T WWF OR REBARS 4 1/2" 4X12 W3.5XW3.0 #3 @12 PLACE REBARS OR WWF WIRES WITH SMALLER SPACING PERPENDICULAR TO JOISTS. JOIST REINFORCING SCHEDULE TYPE W J1 6" 20 1/2" D CLR CLR 1.3LD 1.3LD 1.3LD L1 IF LESS THAN 6" PROVIDE STD. HOOK CLR .6" MINIMUM SUPPORT BARS, AS REQUIRED MINIMUM REINFORCING DETAIL TYPICAL SECTION T SUPPORT (BEAM, GIRDER OR WALL) .6" MINIMUM SUPPORT BARS, AS REQUIRED TYPICAL REINFORCING DETAIL *WHICHEVER IS GREATER T ADDED TOP BARS (LEFT) EXTEND ALL TOP AND BOTTOM BARS TO THE END OF CANTILEVERS. TERMINATE TOP BARS WITH STD. HOOK. CLR L1 BM. BM. 2A 2B #6@12T BOTTOM BARS NOT MORE THAN 1/2 SCHED. SPACING 0.25L1 OR LD* OR LD* 0.33L1, 0.33L2 CON.T TOP BARS ADDED TOP BARS (LEFT OR RIGHT) OR LD* 0.33L1, 0.33L2 REINFORCING MARK. REFER TO THE SCHEDULE FOR REINFORCING IN THE DIRECTION OF SPAN INDICATED. WHERE A REINFORCING MARK IS NOT SHOWN FOR ONE DIRECTION, USE IN THAT DIRECTION THE MINIMUM REINFORCING DETAILS. TOP BARS SHOWN IN PLAN, IF ANY ARE IN ADDITION TO REINFORCING IN THE SCHEDULE PLAN BOTTOM BARS, LONG SPAN DIRECTION BOTTOM BARS, SHORT SPAN DIRECTION TOP BARS, LONG SPAN DIRECTION TOP BARS, SHORT SPAN DIRECTION BAR PLACING SEQUENCE: T REINFORCING 4" OR LESS #4 @ 18 4 1/4" TO 6" #4 @ 16 6 1/4" TO 8" #4 @ 12 8 1/4" TO 10" #5 @ 16 10" TO 12" #5 @ 12 L2 ADD (2) #5 ALL AROUND, FOR EACH LAYER. EXTEND 2'-0" MINIMUM BEYOND EDGE OF OPENING WALL REINFORCEMENT ADD 1-#5 X 4'-0" EACH CORNER FOR EACH LAYER TERMINATE INTERRUPTED BARS OF SINGLE LAYER WITH A STANDARD HOOK. ADD AT INTERRUPTED BARS IN DOUBLE LAYER U-SHAPED BARS TO MATCH WALL REINFORCING. SPLICE 1.3LD. TOP BARS 1 1/2" CLR. 1 1/2" CLR. BOTTOM BARS 1" CLR. D W 4" MAX. WHEN D EXCEEDS 36", ADD # 5 BARS EACH FACE AT A MAX SPACING OF 10". SPLICE 1.3LD. UP TO FOUR, BUT NOT MORE THAN ONE THIRD OF LEFT OR RIGHT TOP BARS MAY BE PLACED OUTSIDE STIRRUPS IF SLAB IS AT LEAST 6" THICK. TYPICAL SPANDREL BEAM TYPICAL SECTION GIRDER TOP BARS BELOW BEAM TOP BARS GIRDER BOTTOMS BARS ABOVE BEAM BOTTOM BARS BEAM AND GIRDER OF EQUAL DEPTH BEAM AND GIRDER OF UNEQUAL DEPTH LD 0.10 L1 0.10 L1 0.15 L2 BOTTOM BARS ADDED TOP BAR (LEFT) NOTE 1 PROVIDE STD. HOOK STIRRUPS SUPPORT L1 SUPPORT L2 OR LD* 0.33L1, 0.33L2 OR LD* 0.33L1, 0.33L2 CONT. TOP BAR 0.33L1 OR LD* ADDED TOP BAR (LEFT OR RIGHT) NOTES: 1. BEYOND A TERMINATING BEAM, WHERE ADJACENT SLAB IS AT LEAST 5" THICK, EXTEND ALL TOP BARS INTO THE SLAB FOR A DISTANCE OF LD BEYOND THE OUTSIDE FACE OF SUPPORT. WHERE BEAM CANTILEVERS BEYOND SUPPORT, EXTEND ALL TOP AND BOTTOM BARS TO THE END OF THE CANTILEVER AND TERMINATE TOP BARS WITH A STANDARD HOOK 2. THE NUMBER OF REQUIRED VERTICAL LEGS PER STIRRUP IS INDICATED IN THE SCHEDULE. CLOSED STIRRUPS ARE REQUIRED FOR BEAMS WITH CONTINUOUS TOP BARS OR FOR EDGE BEAMS (SPANDRELS). DEVELOPMENT OF STIRRUPS SHALL BE IN ACCORDANCE WITH ACI 318-11 SECTION 12.13 OR ACI 318-14 SECTION 25.7. PLACE FIRST STIRRUP AT A DISTANCE FROM THE FACE OF SUPPORT EQUAL TO 1/2 OF THE SCHEDULED FIRST SPACING OR 3", WHICHEVER IS LESS. 3. AT THE CONTACTOR'S OPTION, AND WHERE REQUIRED TO RELIEVE BAR CONGESTION, AND WHERE FOUR (4) OR MORE BOTTOM BARS ARE SPECIFIED, NOT MORE THAN 50% OF BOTTOM BARS MAY BE TERMINATED AT THE SPECIFIED DISTANCE FROM THE FACE OF THE SUPPORT. 4. CONTRACTOR SHALL DETAIL AND SHALL PLACE REINFORCING BARS IN MULTIPLE LAYERS ONLY WHERE REQUIRED TO PROVIDE PROPER CLEARANCES BETWEEN BARS AND OR TO PROPERLY CLEAR COLUMN VERTICALS. 5. WHERE CONTINUOUS TOP BARS EXCEED 60 FEET IN LENGTH, SPLICES MAY BE MADE AT MIDSPAN OF BEAM. WHERE BOTTOM BARS EXCEED 60 FEET IN LENGTH, SPLICES MAY BE MADE OUTSIDE OF MIDDLE THIRD OF BEAM. IN BOTH CASES, SPLICE LENGTH SHALL EQUAL 1.3 LD. 6. EDGE BEAMS (SPANDRELS) SHALL HAVE AT LEAST ONE-SIXTH OF THE TOP BARS AT THE SUPPORT AND ONE-QUARTER OF THE BOTTOM BARS AT THE MIDSPAN MADE CONTINUOUS AROUND THE PERIMETER AND TIED WITH CLOSED STIRRUPS. ADDED HORIZONTAL BARS BEAM WIDTH REINF. LESS THAN 10" #3@7 10" TO 18" #4@7 OVER 18" #4@5 *WHICHEVER IS GREATER ADD REINFORCING EQUAL TO THAT INTERRUPTED BY OPENING (EITHER TOP OR BOTTOM OR BOTH). PLACE ADDED REINFORCING TO BOTH SIDES OF OPENING IN EQUAL AMOUNTS. SPACE AT 3". FOLLOW BAR DETAILING RULES AS FOR THE INTERRUPTED BARS, BUT EXTEND ADDED BARS A MINIMUM OF 2'-0" OR 1.3LD BEYOND EDGE OF OPENING. ADD (2) #5 TOP AND BOTTOM EACH SIDE AS A MINIMUM TERMINATE INTERRUPTED BARS WITH A STANDARD HOOK ADD 2-#4 X 5'-0" DIAGONALS EACH CORNER NOTE: WHERE OPENING DIMENSIONS IS 1'-0" OR LESS, REINFORCING BARS MAY BE SHIFTED TO CLEAR OPENING SO THAT SLAB REINFORCING IS NOT INTERRUPTED. FOR SUCH A CASE THE ADDED BARS CAN BE REDUCED TO (1) #5 TOP AND BOTTOM, EACH SIDE. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S302 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room TYPICAL CONCRETE DETAILS (2 OF 3) SCHEMATIC DESIGN 470-20-02 Scale: 3/4" = 1'-0" 1 TYPICAL CONRETE JOIST DETAILS Scale: 1/2" = 1'-0" 2 TYPICAL ONE WAY SLAB DETAIL Scale: 1/2" = 1'-0" 5 TYPICAL WALL OPENING REINFORCEMENT Scale: 1/2" = 1'-0" 3 CONCRETE BEAM TYPICAL DETAILS (NON PRESTRESSED) Scale: 3/4" = 1'-0" 4 TYPICAL REINFORCING AT SLAB OPENING DETAIL DEVELOPMENT LENGTHS BAR SIZE NORMAL WEIGHT CONCRETE f'c = 4,000 PSI OTHER BAR TOP BAR Ldh CLASS A CLASS B CLASS A CLASS B #3 18" 20" 20" 26" 8" #4 19" 25" 25" 33" 10" #5 24" 32" 32" 42" 12" #6 29" 38" 38" 50" 15" #7 42" 55" 55" 72" 17" #8 48" 63" 63" 82" 19" #9 54" 71" 71" 92" 22" #10 61" 80" 80" 104" 25" #11 67" 88" 88" 115" 27" NOTES: 1. DEVELOPMENT LENGTHS BASED ON REINFORCING STEEL HAVING CLEAR COVER NOT LESS THAN ONE BAR DIAMETER AND SPACING NOT LESS THEN TWO BAR DIAMETERS 2. CLASS A LAP LENGTH IS REQUAL TO THE DEVELOPMENT LENGTH DENOTED LD. 3. CLASS B LAP LENGTH IS EQUAL TO THE SPLICE LENGTH DENOTED 1.3LD No. Description Date 03/04/2022 08/18/2022 C1 2' - 0" 2' - 0" C2 1' - 6" 1' - 6" C3 1' - 0" 1' - 0" LD 0.10 L1 0.10 L1 0.15 L2 BOTTOM BARS ADDED TOP BAR (LEFT) NOTE 1 PROVIDE STD. HOOK STIRRUPS SUPPORT L1 SUPPORT L2 OR LD* 0.33L1, 0.33L2 OR LD* 0.33L1, 0.33L2 CONT. TOP BAR 0.33L1 OR LD* ADDED TOP BAR (LEFT OR RIGHT) NOTES: 1. BEYOND A TERMINATING BEAM, WHERE ADJACENT SLAB IS AT LEAST 5" THICK, EXTEND ALL TOP BARS INTO THE SLAB FOR A DISTANCE OF LD BEYOND THE OUTSIDE FACE OF SUPPORT. WHERE BEAM CANTILEVERS BEYOND SUPPORT, EXTEND ALL TOP AND BOTTOM BARS TO THE END OF THE CANTILEVER AND TERMINATE TOP BARS WITH A STANDARD HOOK 2. THE NUMBER OF REQUIRED VERTICAL LEGS PER STIRRUP IS INDICATED IN THE SCHEDULE. CLOSED STIRRUPS ARE REQUIRED FOR BEAMS WITH CONTINUOUS TOP BARS OR FOR EDGE BEAMS (SPANDRELS). DEVELOPMENT OF STIRRUPS SHALL BE IN ACCORDANCE WITH ACI 318-11 SECTION 12.13 OR ACI 318-14 SECTION 25.7. PLACE FIRST STIRRUP AT A DISTANCE FROM THE FACE OF SUPPORT EQUAL TO 1/2 OF THE SCHEDULED FIRST SPACING OR 3", WHICHEVER IS LESS. 3. AT THE CONTRACTOR'S OPTION, AND WHERE REQUIRED TO RELIEVE BAR CONGESTION, AND WHERE FOUR (4) OR MORE BOTTOM BARS ARE SPECIFIED, NOT MORE THAN 50% OF BOTTOM BARS MAY BE TERMINATED AT THE SPECIFIED DISTANCE FROM THE FACE OF THE SUPPORT. 4. CONTRACTOR SHALL DETAIL AND SHALL PLACE REINFORCING BARS IN MULTIPLE LAYERS ONLY WHERE REQUIRED TO PROVIDE PROPER CLEARANCES BETWEEN BARS AND OR TO PROPERLY CLEAR COLUMN VERTICALS. 5. WHERE CONTINUOUS TOP BARS EXCEED 60 FEET IN LENGTH, SPLICES MAY BE MADE AT MIDSPAN OF BEAM. WHERE BOTTOM BARS EXCEED 60 FEET IN LENGTH, SPLICES MAY BE MADE OUTSIDE OF MIDDLE THIRD OF BEAM. IN BOTH CASES, SPLICE LENGTH SHALL EQUAL 1.3 LD. *WHICHEVER IS GREATER 1" CLR. D W WHEN D EXCEEDS 36", ADD # 5 BARS EACH FACE AT A MAX SPACING OF 10". SPLICE 1.3LD. TYPICAL SECTION 2" CL. (TYP) CLOSED TIE. 3" CL. (TYP) TOP BARS BOTTOM BARS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S303 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room TYPICAL CONCRETE DETAILS (3 OF 3) SCHEMATIC DESIGN 470-20-02 Scale: 1/2" = 1'-0" 2 COLUMN DETAILS Scale: 1/2" = 1'-0" 1 TYPICAL GRADE BEAM DETAIL FOUNDATION GRADE BEAM SCHEDULE MARK SIZE (IN) BOT. BARS TOP BARS STIRRUPS REMARKS W D NO. SIZE NO. SIZE LOCATION LOCATION SIZE LEGS SPACING GB1 18 48 - - - - -. - - - - - - - - No. Description Date 03/04/2022 08/18/2022 SLAB. SEE TYPICAL BASE ANCHORAGE DETAIL FOR ADDITIONAL INFO. KNOCK-OUT INSPECTION PANEL SEE SCHED. MIN. LAP SPLICE JOINT REINF. SEE SCHEDULE VERT WALL REINF. SEE SCHEDULE GROUT SOLID AT REINFORCED CORES. PROVIDE WIRE SCREEN DAM AT CORES NOT TO BE GROUTED CONT BOND BEAM W/ (2) #5 CONT NOTES: 1. GROUT CORES FULL HEIGHT WITH A HIGH SLUMP GROUT. WHEN GROUT REACHES THE CONSISTENCY OF STIFF MORTAR VIBRATE TO A DEPTH OF AT LEAST 1/2 THE POUR HEIGHT. ALL GROUTING OPERATIONS REQUIRE FULL TIME INSPECTION BY A QUALIFIED TESTING AGENCY. 2. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. MINIMUM WALL REINFORCEMENT SCHEDULE WALL THICKNESS MIN VERT REINF (NOTE 1) MIN. LAP SPLICE MIN JOIN REINF MAXIMUM WALL HEIGHT 8" 6" #5 @ 24 3'-6" NOTE 1 SEE PLAN #5 @ 24 3'-6" NOTE 1 SEE PLAN NOTE: 1. PROVIDE LADDER TYPE JOINT REINF W/ 3/16" LONGITUDINAL WIRE @ 16" O.C.(EVERY OTHER COURSE) 2. PROVIDE ADDITIONAL BAR EACH SIDE OF ALL OPENINGS. EXTEND 36" BEYOND. CONCRETE SLAB 1" MIN. GAP TO BE FIRESTOPPED AS REQUIRED 1/8 4 TYP. CON'T BOND BEAM. SEE DETAIL 3 ON THIS DRAWING FOR ADDITIONAL INFORMATION. L4x3x3/16 x 0'-6" LLV @ 4'-0" STAGGERED (TYP.) EMBEDDED PL. 3/8x6x0'-8" (2) 3/4"Ø WELDED STUDS. NOTES: 1. PROPRIETARY MASONRY PRODUCTS FOR THIS PURPOSE MAY BE USED SUBJECT TO SUBMITTAL AND APPROVAL. 2. PROVIDE ANCHORAGE AT 4'-0" O.C., UNO. 3. PROVIDE DETAILS AT ALL NON-LOAD BEARING/PARTITIONS, UNO. AT PRECAST PLANK VERT. REINF. GROUT CELLS SOLID CMU WALL 1 1/2" x 1/4" x 24" STRAP ANCHOR W/ 2" BENDS @ EA. END, SPACE 48" O.C. VERTICALLY #5 BAR GROUT CELLS SOLID BOND BEAM LAP SPLICE REINF. (TYP) TYPICAL WALL INSTERSECTION TYPICAL BOND BEAM INTERSECTION GROUT CELLS SOLID MIN 3 CORNER BARS 1 1/2" x 1/4" x 24" STRAP ANCHOR W/ 2" BENDS @ EA END, SPACE 48" O.C. VERTICALLY TYPICAL WALL CORNER TYPICAL BOND BEAM CORNER SASH BLOCK BAR SIZED TO MATCH VERTICAL WALL STEEL GROUT CELL SOLID NOTE: DO NOT CONTINUE HORIZONTAL REINFORCEMENT THROUGH CONTROL JOINT (EXCEPT IN BOND BEAM). TYPICAL CONTROL JOINT CMU WALL WALL OPNG #5 SEE TYP. MASONRY WALL DETAIL FOR REINFORCING TYPICAL MASONRY JAMB OR WALL END NOTE: IF FIRE RATED PARTITION, CELLS 16" BEYOND FACE OF ALL OPENINGS SHALL BE GROUTED SOLID. CELLS SOLID MIN 3 CORNER BARS GROUT LAP SPLICE REINF. (TYP) (TYP.) RUBBER CONTROL JOINT TYP. 3'-0" MIN WALL OPENING (TYP) 2- #5 HORIZONTAL REINFORCEMENT IN BOND BEAM BLOCK ALL INTERIOR AND EXTERIOR WALLS TO BE DOWELED INTO CONC, SLAB OR FOUNDATION WALLS. VERTICAL REINFORCING SEE TYPICAL MASONRY WALL REINFORCEMENT SCHEDULE BOND BEAM REINFORCEMENT (SEE DETAIL) BOND BEAM REINF. SEE SCHEDULE (TYP.) TOP OF WALL BOND BEAM LINTEL SCHEDULE WALLS MAX. CLEAR SPAN REINFORCEMENT 8" CMU 8" CMU 6'-0" 8'-0" 2-#5 2-#5 NOTES: 1. PROVIDE 8" MIN. BEARING LENGTH AT ALL LINTELS, U.O.N. FOR BLOCK, FILL 2 COURSES SOLID BELOW BEARING 2. AT CONTRACTOR'S OPTION, STEEL LINTEL MAY BE SUBSITUTED FOR CMU LINTEL. 3. BOND BEAM LINTEL DESIGN BASED ON f'm = 1350psi MIN. STEEL LINTEL (NOTE 2) DEPTH 8" 16" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S304 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room TYPICAL MASONRY DETAILS SCHEMATIC DESIGN 470-20-02 Scale: 3/4" = 1'-0" 3 TYPICAL MASONRY DETAILS Scale: 1/2" = 1'-0" 4 TYPICAL MASONRY HEAD ANCHORAGE DETAIL Scale: 3/4" = 1'-0" 2 TYPICAL MASONRY WALL INTERSECTION DETAIL Scale: 1/4" = 1'-0" 1 TYPICAL MASONRY WALL REINFORCEMENT No. Description Date 03/04/2022 08/18/2022 BASEMENT -28' - 0" TOP OF FOUNDATION - NT -32' - 0" FIRST FLOOR -14' - 0" 16 10 2 S501 2' - 0" EXTERIOR CISTERN WALLS SHEAR KEY AND WATERSTOP SEE TYPICAL DETAIL ON S-301 (TYP ALL CISTERN WALLS) CORBEL EXTERIOR CISTERN WALLS CISTERN FLOOR ACCESS HATCH 2' - 0" CORBEL BASEMENT -28' - 0" FIRST FLOOR -14' - 0" F.2 F.3 F.4 SLAB ON GROUND SLAB ON GROUND SHEAR KEY AND WATERSTOP SEE TYPICAL DETAIL ON S-301 (TYP ALL CISTERN WALLS) SEE PLAN SEE PLAN SEE PLAN SEE PLAN 1' - 0" 1' - 0" 1' - 2" BASEMENT -28' - 0" TOP OF FOUNDATION - NT -32' - 0" 16 15 SEE ARCH. DWGS. ELEVATOR SHAFT DWGS. SEE ARCH. SLAB ON GROUND SUMP PIT SEE ARCHITECTURAL DRAWINGS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S501 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room FOUNDATION SECTIONS SCHEMATIC DESIGN 470-20-02 Scale: 1/4" = 1'-0" 1 SECTION AT CISTERN Scale: 1/4" = 1'-0" 2 SECTION AT CISTERN Scale: 1/4" = 1'-0" 3 SECTION AT ELEVATOR PIT No. Description Date 03/04/2022 08/18/2022 FIRST FLOOR -14' - 0" SLAB ON GROUND CONDUIT COORIDOR 6" COORIDOR SLAB 4" BASEMENT -28' - 0" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" TOP OF FOUNDATION - NT -32' - 0" FIRST FLOOR -14' - 0" 16 S601 1 S601 2 8" CORBEL CISTERN 1' - 1" 1' - 0" CISTERN ROOF PARAPET A 44' - 2" BOTTOM OF CISTERN SEE ARCHITECTURAL DWGS BRICK FACADE PROVIDE 1" DEEP VERTICAL DOVE TAIL SLOT S601 1 S601 11 TAPERED JOIST END SEE TYPICAL JOIST END DETAIL ON S602 FOR ADDITIONAL INFORMATION 9" 9" 3" 6" 1 1 NOTE: WALL AND SLAB REINFORCEMENT NOT SHOWN FOR CLARITY T.O. FLOOR ELV. 3/4" CHAMFER ROOF PLAN 42' - 0" 16 6" 9" 3" 2" 1' - 8" 6" 7 1/2" 3/4" CHAMFER 3/4" CHAMFER 1 1 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FIRST FLOOR -14' - 0" 16 ±7' - 0" SEE FOUNDATION PLAN 2' - 3 1/2" SEE FOUNDATION DRAWINGS FOR FOOTING DIMENSIONS 1' - 2" 4' - 0" SLAB ON GROUND CONCRETE JOIST CONCRETE JOIST CIP CONCRETE COLUMN SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FIRST FLOOR -14' - 0" 16 2' - 0" TAPERED CONCRETE WALL SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS 1' - 2" BOTTOM OF TAPER VARIES WITH STEPPED FOUNDATION. SEE FOUNDATION PLANS FOR ADDITIONAL INFORMATION SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" A PARAPET A 44' - 2" 5 1/2" ROOF SLAB CONCRETE JOIST CONCRETE JOIST CONCRETE JOIST CONCRETE JOIST 4.44° SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" TOP OF FOUNDATION - ST -17' - 0" A S601 2 S601 1 S601 1 6" CONCRETE SLAB SEE ARCHITECTURAL FOR FIN. ELEVATIONS 12" CONCRETE WALL FIN. GRADE 1' - 1" 1' - 0" CONCRETE JOIST ROOF SLAB TAPERED JOIST END SEE TYPICAL JOIST END DETAIL ON S602 FOR ADDITIONAL INFORMATION SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" FIRST FLOOR -14' - 0" TOP OF FOUNDATION - ST -17' - 0" B EXTERIOR PAVEMENT. SEE CIVIL FOR FIN. ELEVATIONS S601 1 S601 1 S601 2 S601 11 6" TAPERED JOIST END SEE TYPICAL JOIST END DETAIL ON S602 FOR ADDITIONAL INFORMATION SEE ARCHITECTURAL DWGS BRICK FACADE PROVIDE 1" DEEP VERTICAL DOVE TAIL SLOT BASEMENT -28' - 0" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" ROOF PLAN 42' - 0" TOP OF FOUNDATION - NT -32' - 0" FIRST FLOOR -14' - 0" 10 11 S601 1 S601 1 S601 2 1' - 1" CISTERN ROOF SLAB S601 11 SEE ARCHITECTURAL DWGS BRICK FACADE PROVIDE 1" DEEP VERTICAL DOVE TAIL SLOW TAPERED JOIST END SEE TYPICAL JOIST END DETAIL ON S602 FOR ADDITIONAL INFORMATION 8" 6" 1' - 1" 3/4" CHAMFER SEE PLAN REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S601 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room BUILDING SECTIONS SCHEMATIC DESIGN 470-20-02 Scale: 3/4" = 1'-0" 4 SECTION Scale: 1/4" = 1'-0" 8 WALL SECTION Scale: 3/4" = 1'-0" 1 DETAIL Scale: 3/4" = 1'-0" 2 DETAIL Scale: 1/4" = 1'-0" 3 WALL SECTION Scale: 1/4" = 1'-0" 6 TAPERED WALL SECTION Scale: 1/4" = 1'-0" 5 TYPICAL TAPERED WING Scale: 1/4" = 1'-0" 7 WALL SECTION Scale: 1/4" = 1'-0" 9 WALL SECTION Scale: 1/4" = 1'-0" 10 WALL SECTION Scale: 3/4" = 1'-0" 11 CORBEL DETAIL No. Description Date 03/04/2022 08/18/2022 BASEMENT -28' - 0" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FIRST FLOOR -14' - 0" 12 BOTTOM OF TAPER VARIES WITH STEPPED FOUNDATION. SEE FOUNDATION PLANS FOR ADDITIONAL INFORMATION 1' - 0" CELLAR FLOOR AT COORIDOR. SEE BASEMENT PLAN 2' - 0" 2' - 2" 4.00° STR Level 2 -2' - 0" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FIRST FLOOR -14' - 0" TOP OF FOUNDATION - ST -17' - 0" A 3' - 2" 2.88° 9" 4.00° 2' - 8 1/2" 7" 1' - 2" 10 1/2" SEE PLAN CONCRETE JOIST ROOF SLAB 2' - 9 1/2" LOWER ROOF END CONDITION SEE PLAN 11 1/2" 9 1/2" 1' - 2 1/2" UPPER ROOF END CONDITION 3' - 6" CONCRETE WALL TAPERED JOIST END TAPERED JOIST END TOP OF FOUNDATION - NT -32' - 0" FIRST FLOOR -14' - 0" EXISTING GRADE 2' - 5 1/2" 5 1/2" 4.00° REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs S602 08/18/22 Checker J. LINFIELD St. Croix, US Virgin Islands VITEMA EOC Wind Retrofit & Safe Room BUILDING SECTIONS SCHEMATIC DESIGN 470-20-02 Scale: 1/4" = 1'-0" 1 WALL SECTION Scale: 1/4" = 1'-0" 2 SECTION Scale: 1/2" = 1'-0" 4 TYPICAL TAPERED JOIST END No. Description Date Scale: 1/4" = 1'-0" 3 SECTION AT MECHANICAL YARD 03/04/2022 08/18/2022 C2 A301 A2 A302 A6 A305 A202 A2 A1 A532 H H CISTERN - 28'x35' w/ 11' WATER COLUMN (80,000 GAL.) 005 PIPING TUNNEL 003 ELEV. FIRE PUMP HWH/ DW PUMP 004 STORAGE 006 CORR. 001 (FLOOR DRAIN) 1' - 0" 16 16 10 10 D D F G G 11 11 J J 13 14 A4 A303 A8 A303 A3 A305 004A STAIR 2 007 007A 30' - 2" 135' - 9" 45' - 9" 11' - 2" 1' - 0" 7' - 8" 7' - 10" 36' - 0" 15' - 2" (FLOOR DRAIN) 10' - 0" 8' - 3" 11' - 3" A532 A7 30' - 2" 30' - 2" 1" 1" 1' - 0" 1' - 2" 1' - 2" 1' - 4" 1' - 0" 004B A201 C2 A201 A2 A202 C2 8" 7' - 0" 8" 30' - 2" 30' - 2" 6' - 10" 11 10 10 10 10" 10' - 4" 1' - 6" SLOPE<1:20 12 SLOPE TOP OF RETAINING WALL CONSISTENTLY ON BOTH SIDES OF WELL @ 8" MIN. ABOVE ADJACENT FINISH GRADE (CLR) 4' - 10" COORDINATE DOMESTIC WATER UTILITY ENTERING BUILDING W/ CIVIL & PLUMB. DWGS. EQ EQ EQ 10 10 13 A534 A4 15 GENERAL REFERENCE PLAN NOTES • PROVIDE CONTINUOUS IN-WALL BLOCKING AS REQUIRED FOR ANY CABINETS OR WALL-MOUNTED EQUIPMENT AND ACCESSORIES AS INDICATED ON PLANS. • REFER TO SPECIFICATIONS FOR GYPSUM BOARD CONTROL JOINTS; GC SHALL EQUALLY SPACE VERTICAL CONTROL JOINTS ON ALL WALLS THAT EXCEED 25 LINEAR FEET IN LENGTH TO DIVIDE THE WALL INTO EQUALLY SPACED SECTIONS THAT ARE LESS THAN 25 LINEAR FEET IN LENGTH. WHERE CONTROL JOINTS ARE LOCATED OPPOSING WALLS IN ANY GIVEN SPACE, THEY SHALL BE ALIGNED AND SPACED SUCH THAT NO SECTION IS GREATER THAN 25 LINEAR FEET IN LENGTH. • SEE ENLARGED PLANS FOR FFE ITEMS. • GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. • REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. • FURNITURE & FURNITURE LAYOUT BY WB MASON CO FURNITURE VENDOR. REFER TO VENDOR DRAWINGS. • REFER TO A600'S FOR INTERIOR STOREFRONT AND WINDOW ELEVATIONS. • CONTRACTOR TO REVIEW SCOPE OF WORK WITH OTHER DISCIPLINES FOR COORDINATION - CONTACT ARCHITECT IF ANY CONDITIONS CONFLICT WITH SCOPE OF WORK OR ARE IN QUESTION. GENERAL CISTERN NOTES • THE CISTERN WILL BE DIVIDED INTO CELLS WITH WALLS THAT ALLOW FOR PART OF THE CISTERN TO BE EMPTY AND CLEANED WHILE THE OTHER CELLS STILL COLLECT AND ARE OPERATIONAL. EACH CELL WILL HAVE A 2'x2' CISTERN ACCESS PANEL IN THE CISTERN TOP. • NO PLUMBING DRAINS CAN BE ABOVE OR PENETRATE THE CISTERN • THE CISTERN OVERFLOWS (SEE PLUMB. DWGS.) WITH THE TOTAL AREA EXCEEDING INFLOW AND THE INVERT ELEVATION IS 12" BELOW THE CISTERN TOP. OVERFLOW IS LOWER THAN INFLOW AND LARGER DRAINAGE AREA. THE OVERFLOWS MUST DRAIN TO DAYLIGHT. A SCREEN IS PLACED OVER THE ENDS TO PROTECT THE CISTERN. • WATER IS NOT COLLECTED FROM PORCHES OR ROOF TERRACES. ROOF TERRACES ARE RARELY USED UNLESS COVERED. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A100 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room BASEMENT FLOOR PLANS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A100 BASEMENT FLOOR PLAN B3 KEYNOTES - REFERENCE PLAN # DESCRIPTION 1 PROVIDE PRIVACY FILM ON INTERIOR FACE OF EXTERIOR GLAZING 2 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 3 ROOF BELOW 4 CAST IN PLACE CONCRETE EXTERIOR STAIR WITH STEEL RAILINGS 5 DOWNSPOUTS (CIRCULAR AND RECTALINEAR), SEE EXTERIOR ELEVATIONS 6 SERVICE YARD 7 MOTORIZED RETRACTABLE ACOUSTIC PARTITIONS 8 MECHANICAL YARD 9 STAFF PATIO 10 CISTERN COMPARTMENT 11 PUMP ROOM ACCESS WELL WITH DRAIN, (SEE CIVIL DRAWINGS FOR CONTINUATION AND COORDINATED LENGTH OF WELL W/ FIN. GRADE) 12 PUMP ROOM EQUIPMENT WITH FLOOR DRAINS, (SEE PLUMB. DWGS.) 13 2'x2' CISTERN ACCESS HATCH WITH SEALED METAL COVERS (1 PER CISTERN CHAMBER) 14 FLOOR DRAIN, (SEE PLUMB. DWGS.) 15 3'W x 4'H LOUVERED OPENING, (SEE PLUMB. DWGS.) # No. Description Date CR CR CR CR TRUE NORTH PLAN NORTH C2 A301 A6 A305 A201 C2 A201 A2 H H A A 2 2 16 16 LOGISTICS 107 MEDIA / COMM. ROOM 110 JOINT INFO./ PRESS - OPERATIONS - J/U 116 STORAGE 122 ELECT. 121 TLT./SHWR. 106 PRINT AND STORAGE 104 ELEV. 115 SHWR ACCESS CONTROL TLT. 125 TLT. 124 TLT./SHWR 105 SHWR SHWR SHWR SUPPLIES / COPY / PRINT COFFEE / SUPPLIES ELECT. 111 MECH. ACCESS CONTROL OPEN OEC STAIR 130 EMERG. OPERATIONS CENTER 109 JAN. 103 SUPERVSR. 108 STAIR 1 101 TELECOM 112 LOGISTICS 113 FUNCT. DISABILITY 120 JOINT UTILIZATION 119 JOINT UTILIZATION 118 TLT./SHWR. 106 PRINT AND STORAGE 104 OEC CORE 117 CONNECTOR CORRIDOR 100 TLT. 125 TLT. 124 ELECT. 111 MECH. 102 MECH. CORRIDOR 114 SECURE ACCESS 128 EXIT VEST. 129 WATER FOUNTAIN 10 10 B B C C E 1 1 D G G 6" 5' - 8" 24' - 6" 11 11 J J 15 13 12 14 M21 M86 M90 M32 M86 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M17 M02 M02 M02 M02 M02 M19 M02 M17 M17 M17 M17 M17 M19 M02 M17 M02 M17 M17 M02 M19 M02 M02 M17 M09 M02 M90 M02 M90 BREAK 126 12.5 1' - 6" 4' - 8" 1' - 2" 22' - 2" 1' - 2" 2 2 2 2 2 2 2 3 2 4 7 7 B1 A116 ISF3 ISF1 89' - 7 11/16" 109' - 1" 30' - 2" ALIGN ALIGN 2' - 0" 11' - 10" 5' - 0" 71' - 6" 29' - 10" 6' - 8" 5' - 2" 3' - 11 3/4" 14' - 3 3/4" 53' - 2 1/2" 9' - 4 3/4" 19' - 1 1/4" 1' - 4" 9' - 1" 5' - 8 1/4" 4' - 4" 2' - 0" 16' - 10" 71' - 10" 12' - 4" 4' - 6" 2' - 6" 3' - 0" 6' - 11" 9' - 4 3/4" 50' - 0 1/2" 1' - 0" 8' - 0" 1' - 0" 7" 5' - 6" 10" 7 1/2" 5' - 6" 10' - 11" 5' - 4" 10' - 11" 5' - 6" 11' - 3" 30' - 0" 6' - 2 1/2" 5' - 8 1/4" 18' - 1 1/4" 1' - 2" 1' - 2" 18' - 3 1/4" 77' - 3" 11' - 2" 2' - 0" 1' - 0" 4' - 11" 4' - 10" 14' - 6 1/2" 13' - 5 3/4" 13' - 5 3/4" 17' - 6 3/4" 7' - 3 1/4" 1' - 2" 9' - 1" 2' - 1 1/4" 12' - 4" 5' - 6" 10' - 2" FOC 1' - 0" EQ 6' - 5 3/4" EQ 1' - 0" 10' - 9" 8" 6' - 0" 7' - 10 3/4" 3' - 1" 6' - 0" 4' - 4 3/4" 5' - 11 1/4" 6' - 0" 1' - 6 1/2" 8' - 3 1/2" 6' - 0" 3' - 3 1/4" 7' - 3 1/4" 10' - 3" 158' - 0" 2' - 0" 11' - 2" 78' - 10" 17' - 1" 18' - 11" 30' - 0" 2' - 0" 11' - 2" 4' - 1" 21' - 10 3/4" 13' - 5 3/4" 13' - 5 3/4" 14' - 6 1/2" 11' - 4" 7' - 3" 3' - 4" 6' - 6" 18' - 11" 10' - 1 3/4" 3' - 0" 4' - 6" 12' - 4 1/4" 1' - 1 3/4" 6' - 0" 7' - 5" 2' - 5" 6' - 0" 5' - 0 3/4" 4' - 7 1/4" 6' - 0" 2' - 10 1/2" 6' - 8 3/4" 6' - 0" 9' - 2" 3' - 11 3/4" 3' - 4" 1' - 0" 5' - 2 1/4" 1' - 0" 5' - 2 1/4" 4 1/4" 4' - 1 3/4" 1' - 3 1/4" 1' - 8 3/4" 10' - 1 3/4" 5' - 0 3/4" 17' - 1 1/4" 5' - 8" B.9 5 3' - 6" 5 1" 12' - 0 3/4" 5' - 1 1/2" 4' - 2" 5' - 0 3/4" 2' - 8 1/4" 10' - 4 1/4" M02 FOC 7' - 2" A202 A2 A202 C2 2 MECH. YARD 131 STAIR 2 127 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 14 M90 M90 M90 M22 M86 M90 M90 M90 M90 M90 SF20 SF23 SF22 ISF2 MATCHLINE 'A' 1' - 1" 30' - 0" 120' - 2" 3 M17 • PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. • DIMENSIONS ARE FROM FACE OF STUD (FOS) TO FACE OF STUD AT NEW WALLS, UNLESS OTHERWISE NOTED. • DIMENSIONS MAY TIE TO STRUCTURAL GRID. COORDINATE WITH STRUCTURAL DRAWINGS. • ANY "VERIFY" DIMENSION IS A FLEX AREA TO ALLOW FOR FIELD ADJUSTMENTS AND ALIGNMENT • LOCATE DOORS 4" FROM HINGE SIDE TYPICALLY, UNLESS OTHERWISE SHOWN. AT LATCH SIDE OF DOOR PROVIDE A MINIMUM OF 18" CLEAR SPACE ON PULL SIDE OF DOOR AND 12" ON THE PUSH SIDE. • REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. • (V.I.F.) = VERIFY IN FIELD • (FOC) = FACE OF CAST IN PLACE CONCRETE • SEE DRYWALL SOFFITS INDICATED ON A700 SHEETS FOR ALIGNMENT WITH WALLS / CASEWORK BELOW. • GYP. BD. ONE SIDE @ CHASE WALLS. GENERAL DIMENSION NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A101 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 1ST FLOOR DIMENSION PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A101 1ST FLOOR DIMENSION PLAN A1 KEYNOTE - DIMENSION # DESCRIPTION 1 CAST IN PLACE CONCRETE "FIN" ELEMENT 2 BATTERED CAST IN PLACE BASE - SEE EXTERIOR ELEVATIONS & WALL SECTIONS 3 CAST IN PLACE CONCRETE PILASTER - SEE EXTERIOR ELEVATIONS 4 ELEVATOR - SEE SPECIFICATIONS - (5'-9" X 8'-8") CLEAR REQ'D. PER BASIS OF DESIGN MFR (OTIS- Gen 3 EDGE) 5 SOUTHERN ENTRY PAVILION 6 CAST IN PLACE CONCRETE RETAINING WALL - COORD. W/ CIVIL GRADING PLANS 7 MOTORIZED MOVEABLE WALL PANEL SYSTEM 8 CAST IN PLACE CONCRETE STAIR, (SEE STRUCT. DWGS.) 9 CAST IN PLACE CONCRETE RAMP W/ STEEL PIPE RAILING, (SEE SHEET A117) 10 CAST IN PLACE CONCRETE PATIO, (SEE CIVIL DWGS.) 11 MECHANICAL EQUIPMENT YARD, (COORD. W/ MECH. DWGS.) 12 ALIGN OPENINGS AT EAST AND WEST SIDES OF CONNECTOR 13 COORDINATE ROUGH OPENING AND FRAMING/ ANCHORING OF MOTORIZED WALL PANEL SYSTEM W/ MANUFACTURER 14 MAIN ELECTRICAL UNDERGROUND SERVICE TO RISE VERTICALLY UP SIDE OF BUILDING, (SEE ELECT. DWGS.) 15 VERTICAL 1" INSET INTO THE CIP WALL 16 CENTER OF STOREFRONT UNITS SHALL BE TUBE STEEL SUPPORT, (SEE STRUCT. DWGS.) # No. Description Date Refrigerator GENERAL REFERENCE PLAN NOTES • PROVIDE CONTINUOUS IN-WALL BLOCKING AS REQUIRED FOR ANY CABINETS OR WALL-MOUNTED EQUIPMENT AND ACCESSORIES AS INDICATED ON PLANS. • REFER TO SPECIFICATIONS FOR GYPSUM BOARD CONTROL JOINTS; GC SHALL EQUALLY SPACE VERTICAL CONTROL JOINTS ON ALL WALLS THAT EXCEED 25 LINEAR FEET IN LENGTH TO DIVIDE THE WALL INTO EQUALLY SPACED SECTIONS THAT ARE LESS THAN 25 LINEAR FEET IN LENGTH. WHERE CONTROL JOINTS ARE LOCATED OPPOSING WALLS IN ANY GIVEN SPACE, THEY SHALL BE ALIGNED AND SPACED SUCH THAT NO SECTION IS GREATER THAN 25 LINEAR FEET IN LENGTH. • SEE ENLARGED PLANS FOR FFE ITEMS. • GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. • REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. • FURNITURE & FURNITURE LAYOUT BY WB MASON CO FURNITURE VENDOR. REFER TO VENDOR DRAWINGS. • REFER TO A600'S FOR INTERIOR STOREFRONT AND WINDOW ELEVATIONS. • CONTRACTOR TO REVIEW SCOPE OF WORK WITH OTHER DISCIPLINES FOR COORDINATION - CONTACT ARCHITECT IF ANY CONDITIONS CONFLICT WITH SCOPE OF WORK OR ARE IN QUESTION. C2 A301 A2 A301 A2 A302 C2 A302 A6 A305 A202 A2 A201 C2 A201 A2 A1 A532 H H A9 A304 A A 2 2 16 16 JAN. 103 LOGISTICS 107 STAIR 1 101 MEDIA / COMM. ROOM 110 LOGISTICS 113 STORAGE 122 ELECT. 121 PRINT AND STORAGE 104 ELEV. CONNECTOR CORRIDOR 100 MEDIA DISPLAY WALL SHWR TLT. 125 TLT. 124 TLT./SHWR 105 SHWR SHWR SHWR SUPPLIES / COPY / PRINT COFFEE / SUPPLIES ELECT. 111 FLR. PWR & DATA MECH. 102 CORRIDOR 114 EMERG. OPERATIONS CENTER 109 JAN. 103 SUPERVSR. 108 MEDIA / COMM. ROOM 110 TELECOM 112 LOGISTICS 113 FUNCT. DISABILITY 120 JOINT UTILIZATION 119 JOINT UTILIZATION 118 JOINT INFO./ PRESS - OPERATIONS - J/U 116 STORAGE 122 ELECT. 121 TLT./SHWR. 106 PRINT AND STORAGE 104 OEC CORE 117 TLT. 125 TLT. 124 ELECT. 111 MECH. 102 MECH. 123 SECURE ACCESS 128 EXIT VEST. 129 EOC - OPEN SPACE CAPABLE OF MULTIPLE USES/ CONFIGURATIONS WATER FOUNTAIN PODIUM 3 3 10 10 8 8 B B C C E E 1 1 D D F F G G 11 11 4 4 5 5 6 6 7 7 9 J J 15 13 12 14 A4 A303 A8 A303 A7 A304 A401 E1 A309 D1 A309 A3 SF1 SF2 SF6 SF6 SF7 A532 B7 SF17 A3 A305 SF1 SF1 SF1 SF1 SF1 SF1 SF2 SF2 SF2 BREAK 126 A309 D3 A309 D6 SF1 A309 B1 A309 B3 A309 B6 A309 A6 A309 B8 A309 A1 118C 119C 116A 119A 119B 120A 113A 111A 110A 108A 106A 105A 118B 118A 116B 125A 124A 122A 101A 103A 107A 112A 121A 117A 127A 109A 117B 114A 12.5 12.5 A.2 A.2 A534 B4 B1 A116 A118 C1 OPEN OEC STAIR 130 A401 E3 A403 E1 A533 D1 129B 128B ISF3 STAIR 2 127 ISF1 128A 129A 1 A202 C2 A117 A1 4 5 5 5 5 5 5 5 5 5 7 7 B.9 8 ACCESS CONTROL ACCESS CONTROL ACCESS CONTROL ACCESS CONTROL ACCESS CONTROL 131A ACCESS CONTROL A405 E5 M86 SF20 SF23 SF22 ISF2 MATCHLINE 'A' 13 13 13 G006 2 G006 3 MECH. YARD 131 14 14 A531 A4 TRUE NORTH PLAN NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A102 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 1ST FLOOR REFERENCE PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A102 1ST FLOOR REFERENCE PLAN A1 KEYNOTES - REFERENCE PLAN # DESCRIPTION 1 PROVIDE PRIVACY FILM ON INTERIOR FACE OF EXTERIOR GLAZING 2 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 3 ROOF BELOW 4 CAST IN PLACE CONCRETE EXTERIOR STAIR WITH STEEL RAILINGS 5 DOWNSPOUTS (CIRCULAR AND RECTALINEAR), SEE EXTERIOR ELEVATIONS 6 SERVICE YARD 7 MOTORIZED RETRACTABLE ACOUSTIC PARTITIONS 8 MECHANICAL YARD 9 STAFF PATIO 10 CISTERN COMPARTMENT 11 PUMP ROOM ACCESS WELL WITH DRAIN, (SEE CIVIL DRAWINGS FOR CONTINUATION AND COORDINATED LENGTH OF WELL W/ FIN. GRADE) 12 PUMP ROOM EQUIPMENT WITH FLOOR DRAINS, (SEE PLUMB. DWGS.) 13 2'x2' CISTERN ACCESS HATCH WITH SEALED METAL COVERS (1 PER CISTERN CHAMBER) 14 FLOOR DRAIN, (SEE PLUMB. DWGS.) 15 3'W x 4'H LOUVERED OPENING, (SEE PLUMB. DWGS.) # No. Description Date Refrigerator JAN. 103 LOGISTICS 107 STAIR 1 101 STORAGE 122 ELECT. 121 ELEV. CONNECTOR CORRIDOR 100 MEDIA DISPLAY WALL TLT./SHWR 105 SUPPLIES / COPY / PRINT COFFEE / SUPPLIES ELECT. 111 FLR. PWR & DATA MECH. 102 11 9 7 CORRIDOR 114 225 SF OPEN OEC STAIR EMERG. OPERATIONS CENTER 109 JAN. 103 SUPERVSR. 108 MEDIA / COMM. ROOM 110 TELECOM 112 LOGISTICS 113 FUNCT. DISABILITY 120 JOINT UTILIZATION 119 JOINT UTILIZATION 118 JOINT INFO./ PRESS - OPERATIONS - J/U 116 STORAGE 122 ELECT. 121 TLT./SHWR. 106 PRINT AND STORAGE 104 OEC CORE 117 TLT. 125 TLT. 124 ELECT. 111 MECH. 102 MECH. 123 SECURE ACCESS 128 EXIT VEST. 129 EOC - OPEN SPACE CAPABLE OF MULTIPLE USES/ CONFIGURATIONS WATER FOUNTAIN PODIUM BREAK 126 STAIR 2 127 CC4 CC5 CC7 CC3 CC1 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 OO1 OO1 OO1 OO1 OO1 OO1 OO1 OO1 OO1 OO1 OO1 OO1 OO1 OO1 OO1 OO1 OO1 OO1 OO1 OO2 OO2 OO2 OO2 OO2 OO2 OO2 OO2 OO2 OO2 OO2 OO2 OO2 OO2 OO2 OO2 OO2 OO2 OO2 F4 F4 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F1 F11 OO2 OO4 OO3 CC8 F10 CC4 CC5 CC7 CC2 CC1 CC3 CC3 CC1 CC4 CC5 CC7 CC19 CC19 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F5 OO2 CC15 F4 F2 F2 F2 F2 CC15 CC15 F9 F6 F1 F11 F2 F2 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F8 OO2 CC2 CC2 ? FEC FEC FEC CC15 CC15 CC15 CC15 OO4 OO2 OO2 OO2 CC8 CC7 CC5 CC4 CC1 CC16 CC4 CC12 FEC CC9 CC19 CC19 CC15 CC15 CC15 CC15 CC15 CC15 CC15 CC15 CC15 CC15 F5 F5 F5 CC2 CC3 CC22 CC25 CC23 CC23 CC25 CC23 CC23 CC25 CC25 • SEE A400-SERIES FOR ADDITIONAL FURNITURE AND EQUIPMENT INFORMATION. • CONTRACTOR TO PROVIDE CONTINUOUS IN-WALL BLOCKING FOR ANY CABINETS, EQUIPMENT, TOILET ACCESSORIES OR WHERE REQUIRED OTHERWISE. • EQUIPMENT AND FURNITURE LIST IS OVERALL FOR ENTIRE PROJECT. NOT ALL FURNITURE OR EQUIPMENT LISTED WILL BE SHOWN ON EACH SHEET. • CONTRACTOR TO VERIFY EQUIPMENT QUANTITIES SHOWN ON SCHEDULE WITH PLAN AND NOTIFY ARCHITECT/OWNER OF ANY DISCREPANCIES PRIOR TO PLACING EQUIPMENT ORDER. • CONTRACTOR TO COORDINATE AN EQUIPMENT MEETING WITH OWNER/ ARCHITECT BEFORE INSTALLATION. • NEW CEILING AND SOFFIT HEIGHTS NOTED ON RCP. • REFER TO A400-SERIES FOR TYPICAL ENLARGED PLANS AND TOILET ROOMS ACCESSORIES. • CONTRACTOR TO COORDINATE WITH VENDOR EQUIPMENT INSTALLATION. PROVIDE REQUIRED MEP SUPPORT NEEDED FOR ALL VENDOR INSTALL EQUIPMENT. • CONTRACTOR TO VERIFY REQUIREMENTS OFF ALL EQUIPMENT, INCLUDING VENDOR INSTALL EQUIPMENT PRIOR INSTALLATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR ADDITIONAL REQUIREMENTS NOT PROVIDED. • ALL FURNITURE IS OWNER PROVIDED & OWNER INSTALLED. • REFER TO MEP DRAWINGS IN CONJUNCTION WITH THIS SHEET. WHERE CONFLICTS @ LIGHT & AIR DEVICE LOCATIONS EXIST BETWEEN MEP AND ARCHITECTURAL, NOTIFY ARCHITECT. • REFER TO VENDOR DRAWINGS FOR EQUIPMENT INFORMATION. FURNITURE & EQUIPMENT NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A103 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 1ST FLOOR FFE PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A103 1ST FLOOR FFE PLAN A1 EQUIPMENT - CONTRACTOR PROVIDED / CONTRACTOR INSTALLED MARK DESCRIPTION CC1 TOILET SEAT COVER DISPENSER CC2 FLOOR MOUNTED WATER CLOSET W/ELONGATED BOWL & OPEN SEAT . REFER TO SHEET G003 FOR CONFIGURATION. CC3 TOILET PAPER DISPENSER CC4 SOAP DISPENSER CC5 MIRROR 24"X36" CC7 CC8 STEP N PULL FOOT OPERATED DOOR OPENER CC9 DISHWASHER CC11 36" REFRIGERATOR WITH WATER AND ICE CC12 GARBAGE DISPOSAL CC13 COMPACT REFRIGERATOR CC14 BEVI STANDUP WATER DISPENSER - PROVIDE 120V OUTLET & 3/8" WATER LINE - REFER TO PLUMBING CC15 65" MONITOR CC16 PAPER TOWEL DISPENSER - AUTOMATIC - SURFACE MOUNTED CC18 LOCKER CC19 COAT HOOK, SINGLE CC20 OVEN/ RANGE CC21 WASHER/ DRYER STACK CC22 Microwaves CC23 FOLDING SHOWER SEAT WITH LEGS CC25 SHOWER CURTAIN CC28 SHOWER CURTAIN ROD CC31 SHOWER GRAB BAR - 18" VERTICAL FEC SEMI RECESSED FIRE EXTINGUISHER CABINET EQUIPMENT - OWNER PROVIDED / OWNER INSTALLED MARK DESCRIPTION COMMENTS OO1 SINGLE MONITOR PC OO2 DESK PHONE OO3 COPIER OO4 DUAL MONITOR PC FURNITURE SCHEDULE - OWNER PROVIDED / OWNER INSTALLED TYPE MARK DESCRIPTION F1 TASK CHAIR WITH CASTERS F2 SIDE CHAIR F3 WORKSTATION 60"X36" F4 SQUARE TABLE 36"X36" F5 CONFERENCE TABLE 144"X42" F6 SQUARE TABLE 24"X24" F7 LOUNGE CHAIR F8 SQUARE COFFEE TABLE 36"x36" F9 LOVESEAT F10 PODIUM F11 DESK - L SHAPE 6' F12 TWIN BED F13 CHAIR, WITHOUT ARMS F14 TABLE 24"x40" F15 DESK 24"X36" No. Description Date UP DN DN DN DN C2 A301 A2 A301 A2 A302 C2 A302 A6 A305 A201 C2 A201 A2 H H A A 2 2 16 16 3 3 10 10 B B C C E E 1 1 10' - 0" D F G 4 5 6 7 9 6' - 4" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 5' - 2" J J 15 13 12 14 M32 M32 M86 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M01 M19 M19 M02 M02 M02 M02 M02 M17 M17 M17 M17 M19 M02 M01 M01 M01 M01 M01 M01 M01 M01 M01 M01 M01 M02 M01 M17 M19 M01 M09 M02 M19 M90 M90 M08 M02 2' - 0" JOINT UTILIZATION 222 COMMUNICATIONS - J/U 221 JOINT UTILIZATION 223 JOINT UTILIZATION 224 JAN. 203 SECURITY OFFICE 214 SECURE ACCESS 213 TSUNAMI ALERT 211 TLT. 205 SQUAD LEADER 209 BREAKROOM 207 STORAGE 199 OEC CORE 219 STAIR 2 230 SUPERVISOR 210 TLT. 228 TLT. 227 FLEX 218 TELECOMM. 217 ELECT. 215 TLT. 206 RETREAT 208 MECH. 202 CIRC./WORK 204 ELECT. 225 STOR. 229 STAIR 1 201 CONNECTOR CORRIDOR 200 ELEV. 220 PATIO 12 MECH. YARD 13 ENTRY PATIO 14 CALL CENTER 212 HALL 216 OEC CORE 219 26' - 0" 2' - 0" 1' - 2" 12.5 A.2 158' - 0" 4 8 10 11 MECH. 226 B1 A116 120' - 2" 90' - 0" 2' - 0" 11' - 2" 6' - 4" 3' - 0" 6' - 11" 7' - 5" 10' - 4 1/2" 4' - 4 3/4" 15' - 4 1/2" 16' - 4" 5' - 0" 1' - 4" 15' - 0" 1' - 4" 15' - 0" 1' - 4" 15' - 0" 1' - 4" 15' - 0" 1' - 4" 30' - 0" 5' - 8" 24' - 4" 109' - 1" 2' - 0" 11' - 2" 67' - 8" 10' - 7" EQ 6' - 10 3/4" EQ 2' - 0" 11' - 2" 5' - 8" 71' - 2" 30' - 2" 6' - 8" 4' - 6" 5' - 8" 3' - 10 1/4" 8' - 7 1/2" 12' - 9 3/4" 8' - 4 3/4" 37' - 6" 7' - 5 3/4" 22' - 8 1/2" 2' - 2" 5' - 6" 11 1/4" 9' - 10 3/4" 2' - 11" 2' - 7" 4' - 8" 5' - 2 1/4" 1' - 5 3/4" 5' - 8 1/4" 1' - 6" 8' - 10" 1' - 6" 18' - 2 1/4" 2' - 0" 11' - 2" 77' - 3" 18' - 8" 18' - 11" 30' - 0" 15' - 3" 9' - 1" 12' - 9 3/4" 13' - 5 3/4" 13' - 5 3/4" 14' - 6 1/2" 9' - 9" 18' - 8" 18' - 11" 17' - 7 3/4" 12' - 4 1/4" 6 1/4" 5' - 6" 6' - 9 1/2" 3' - 4 1/2" 5' - 6" 4' - 7 1/4" 5' - 6 3/4" 5' - 6" 2' - 5" 7' - 9" 5' - 6" 1' - 3 3/4" 9' - 9" 2' - 5" 5' - 5" 4' - 4" 6' - 6" 4' - 4 3/4" 1' - 6" 7' - 0" 1' - 6" 4' - 6 1/4" 11' - 10 1/2" 4' - 9 1/4" 1' - 0" 5' - 2 1/4" 1' - 0" 5' - 2 1/4" 1' - 0" 11" 4' - 0" 6' - 1 3/4" 5' - 6" 10' - 10" 5' - 6" 10' - 10" 5' - 6" 10' - 10" 5' - 6" 6' - 0 1/4" 4' - 6" 1' - 2"4' - 7 1/2" 4' - 6 1/2" 2' - 0" B.9 1 1 1 1 1 9 9 8 1 1 1 1 1 2 2 2 2 2 2 2 2 3 1' - 6" 3' - 7" 5' - 4 3/4" 4' - 11 3/4" 5' - 4 1/2" 2' - 2 1/2" 2' - 7" 8 8 2 5' - 8" 24' - 6" 30' - 2" 5 6' - 8" 21' - 4 1/4" 11' - 0 1/4" 12 12 7' - 11" 6' - 6 1/2" 13 13 13 1' - 0" 1' - 0" 17' - 3 1/4" 4' - 6" 9' - 3 1/4" 1' - 0" 1' - 6" 1' - 0" 1' - 2" 7' - 3 1/4" A202 C2 A202 A2 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M22 M90 M02 M86 SF20 SF23 SF22 1 1' - 1" 120' - 2" 30' - 0" A405 D3 A405 D2 M19 M19 TRUE NORTH PLAN NORTH • PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. • DIMENSIONS ARE FROM FACE OF STUD (FOS) TO FACE OF STUD AT NEW WALLS, UNLESS OTHERWISE NOTED. • DIMENSIONS MAY TIE TO STRUCTURAL GRID. COORDINATE WITH STRUCTURAL DRAWINGS. • ANY "VERIFY" DIMENSION IS A FLEX AREA TO ALLOW FOR FIELD ADJUSTMENTS AND ALIGNMENT • LOCATE DOORS 4" FROM HINGE SIDE TYPICALLY, UNLESS OTHERWISE SHOWN. AT LATCH SIDE OF DOOR PROVIDE A MINIMUM OF 18" CLEAR SPACE ON PULL SIDE OF DOOR AND 12" ON THE PUSH SIDE. • REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. • (V.I.F.) = VERIFY IN FIELD • (FOC) = FACE OF CAST IN PLACE CONCRETE • SEE DRYWALL SOFFITS INDICATED ON A700 SHEETS FOR ALIGNMENT WITH WALLS / CASEWORK BELOW. • GYP. BD. ONE SIDE @ CHASE WALLS. GENERAL DIMENSION NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A104 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 2ND FLOOR DIMENSION PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A104 2ND FLOOR DIMENSION PLAN A1 KEYNOTE - DIMENSION # DESCRIPTION 1 CAST IN PLACE CONCRETE "FIN" ELEMENT 2 BATTERED CAST IN PLACE BASE - SEE EXTERIOR ELEVATIONS & WALL SECTIONS 3 CAST IN PLACE CONCRETE PILASTER - SEE EXTERIOR ELEVATIONS 4 ELEVATOR - SEE SPECIFICATIONS - (5'-9" X 8'-8") CLEAR REQ'D. PER BASIS OF DESIGN MFR (OTIS- Gen 3 EDGE) 5 SOUTHERN ENTRY PAVILION 6 CAST IN PLACE CONCRETE RETAINING WALL - COORD. W/ CIVIL GRADING PLANS 7 MOTORIZED MOVEABLE WALL PANEL SYSTEM 8 CAST IN PLACE CONCRETE STAIR, (SEE STRUCT. DWGS.) 9 CAST IN PLACE CONCRETE RAMP W/ STEEL PIPE RAILING, (SEE SHEET A117) 10 CAST IN PLACE CONCRETE PATIO, (SEE CIVIL DWGS.) 11 MECHANICAL EQUIPMENT YARD, (COORD. W/ MECH. DWGS.) 12 ALIGN OPENINGS AT EAST AND WEST SIDES OF CONNECTOR 13 COORDINATE ROUGH OPENING AND FRAMING/ ANCHORING OF MOTORIZED WALL PANEL SYSTEM W/ MANUFACTURER 14 MAIN ELECTRICAL UNDERGROUND SERVICE TO RISE VERTICALLY UP SIDE OF BUILDING, (SEE ELECT. DWGS.) 15 VERTICAL 1" INSET INTO THE CIP WALL 16 CENTER OF STOREFRONT UNITS SHALL BE TUBE STEEL SUPPORT, (SEE STRUCT. DWGS.) # No. Description Date UP DN DN DN DN Refrigerator C2 A301 A2 A301 A2 A302 C2 A302 A6 A305 A202 A2 A201 C2 A201 A2 A1 A532 A310 D1 H H A310 D3 A310 D6 A310 B3 A310 B6 A310 B1 A310 B8 A310 A8 A311 D1 A311 B8 A311 A6 A310 A1 A310 A3 A311 B3 A310 A6 A311 B1 A311 A1 A311 A8 A312 D1 A312 B3 A312 D3 A312 D6 A312 B1 A9 A304 A534 B5 A A 2 2 16 3 3 10 10 8 8 B B C C E E 1 1 D D F F G G 11 11 4 4 5 5 6 6 7 7 9 J J 15 13 12 14 A4 A303 F.2 F.2 E.2 E.2 F.3 F.3 F.4 F.4 F.5 F.5 A8 A303 A7 A304 1' - 0" 1' - 0" A311 A3 SF3 SF4 SF8 SF9 SF5 SF14 SF17 SF19 A3 A305 SF16 SF4 SF4 SF4 SF4 SF4 SF3 SF3 SF3 SF3 SF3 SF3 SF3 STOR. 229 STAIR 2 230 ELECT. 225 TLT. 227 TLT. 228 OEC CORE 219 JOINT UTILIZATION 224 JOINT UTILIZATION 223 JOINT UTILIZATION 222 COMMUNICATIONS - J/U 221 ELEV. OEC CORE 219 CONNECTOR CORRIDOR 207 FLEX 218 TELECOMM. 217 ELECT. 215 SECURITY OFFICE 214 SECURE ACCESS 213 HALL 216 CALL CENTER 212 CIRC./WORK 204 TLT. 205 TLT. 206 RETREAT 208 SUPERVISOR 210 TSUNAMI ALERT 211 SQUAD LEADER 209 BREAKROOM 207 JAN. 203 MECH. 202 STAIR 1 201 8" 222C 223C 221A 221B 222A 222B 223A 223B 224C 208A 212A 201A 207A 210A 203A 224A 217A 218A 215A 209A 205A 206A 214A 213B 225A 230A 224B 229A 219A 201B 12.5 12.5 A.2 A.2 B1 A116 A401 E3 A401 E6 A403 E3 A533 D2 MECH. 226 ACCESS CONTROL ACCESS CONTROL 213A 1 A202 C2 OPEN TO BELOW A117 A1 4 7 7 7 5 5 5 5 5 5 5 8 9 SF17 SF17 SF17 SF19 MECH. YARD ACCESS CONTROL ACCESS CONTROL ACCESS CONTROL A116 A1 204A 7 6 SF3 SF15 SF20 SF23 SF22 A405 E3 A405 D3 A405 D2 228A 227A A531 A5 A532 C7 GENERAL REFERENCE PLAN NOTES • PROVIDE CONTINUOUS IN-WALL BLOCKING AS REQUIRED FOR ANY CABINETS OR WALL-MOUNTED EQUIPMENT AND ACCESSORIES AS INDICATED ON PLANS. • REFER TO SPECIFICATIONS FOR GYPSUM BOARD CONTROL JOINTS; GC SHALL EQUALLY SPACE VERTICAL CONTROL JOINTS ON ALL WALLS THAT EXCEED 25 LINEAR FEET IN LENGTH TO DIVIDE THE WALL INTO EQUALLY SPACED SECTIONS THAT ARE LESS THAN 25 LINEAR FEET IN LENGTH. WHERE CONTROL JOINTS ARE LOCATED OPPOSING WALLS IN ANY GIVEN SPACE, THEY SHALL BE ALIGNED AND SPACED SUCH THAT NO SECTION IS GREATER THAN 25 LINEAR FEET IN LENGTH. • SEE ENLARGED PLANS FOR FFE ITEMS. • GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. • REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. • FURNITURE & FURNITURE LAYOUT BY WB MASON CO FURNITURE VENDOR. REFER TO VENDOR DRAWINGS. • REFER TO A600'S FOR INTERIOR STOREFRONT AND WINDOW ELEVATIONS. • CONTRACTOR TO REVIEW SCOPE OF WORK WITH OTHER DISCIPLINES FOR COORDINATION - CONTACT ARCHITECT IF ANY CONDITIONS CONFLICT WITH SCOPE OF WORK OR ARE IN QUESTION. TRUE NORTH PLAN NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A105 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 2ND FLOOR REFERENCE PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A105 2ND FLOOR REFERENCE PLAN A1 KEYNOTES - REFERENCE PLAN # DESCRIPTION 1 PROVIDE PRIVACY FILM ON INTERIOR FACE OF EXTERIOR GLAZING 2 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 3 ROOF BELOW 4 CAST IN PLACE CONCRETE EXTERIOR STAIR WITH STEEL RAILINGS 5 DOWNSPOUTS (CIRCULAR AND RECTALINEAR), SEE EXTERIOR ELEVATIONS 6 SERVICE YARD 7 MOTORIZED RETRACTABLE ACOUSTIC PARTITIONS 8 MECHANICAL YARD 9 STAFF PATIO 10 CISTERN COMPARTMENT 11 PUMP ROOM ACCESS WELL WITH DRAIN, (SEE CIVIL DRAWINGS FOR CONTINUATION AND COORDINATED LENGTH OF WELL W/ FIN. GRADE) 12 PUMP ROOM EQUIPMENT WITH FLOOR DRAINS, (SEE PLUMB. DWGS.) 13 2'x2' CISTERN ACCESS HATCH WITH SEALED METAL COVERS (1 PER CISTERN CHAMBER) 14 FLOOR DRAIN, (SEE PLUMB. DWGS.) 15 3'W x 4'H LOUVERED OPENING, (SEE PLUMB. DWGS.) # No. Description Date DN DN UP DN DN Refrigerator STOR. 229 STAIR 2 230 ELECT. 225 TLT. 227 TLT. 228 OEC CORE 219 JOINT UTILIZATION 224 JOINT UTILIZATION 223 JOINT UTILIZATION 222 COMMUNICATIONS - J/U 221 ELEV. 238 OEC CORE 219 CONNECTOR CORRIDOR 207 FLEX 218 TELECOMM. 217 ELECT. 215 SECURITY OFFICE 214 SECURE ACCESS 213 HALL 216 CALL CENTER 212 CIRC./WORK 204 TLT. 205 TLT. 206 RETREAT 208 SUPERVISOR 210 TSUNAMI ALERT 211 SQUAD LEADER 209 BREAKROOM 207 JAN. 203 MECH. 202 STAIR 1 201 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 CC18 CC18 CC18 CC18 CC18 F1 F1 F1 F11 F11 F2 F2 F2 F2 F1 F11 F2 F1 F11 F2 F7 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F5 F5 F5 F5 CC2 CC2 CC2 OO2 OO2 OO2 OO3 OO4 OO2 OO4 OO2 CC2 OO2 OO4 OO4 OO2 OO4 OO4 OO2 OO4 OO4 OO2 OO4 OO4 OO2 OO4 OO4 OO2 OO4 OO4 OO2 OO4 OO4 OO2 OO4 OO4 CC8 CC16 CC4 OO4 OO2 CC13 OO4 OO2 OO4 OO2 CC15 CC15 CC15 CC15 CC15 OO2 OO4 OO2 OO4 OO2 OO4 OO2 OO4 OO2 CC7 CC7 CC7 CC7 CC3 CC3 CC5 CC5 CC4 CC4 CC4 CC4 CC5 CC5 CC1 CC1 CC1 CC1 CC12 ? CC19 CC19 CC19 CC19 CC9 CC3 CC3 CC22 CC23 CC23 CC25 CC25 DISPLAY SCREENS DISPLAY SCREENS • SEE A400-SERIES FOR ADDITIONAL FURNITURE AND EQUIPMENT INFORMATION. • CONTRACTOR TO PROVIDE CONTINUOUS IN-WALL BLOCKING FOR ANY CABINETS, EQUIPMENT, TOILET ACCESSORIES OR WHERE REQUIRED OTHERWISE. • EQUIPMENT AND FURNITURE LIST IS OVERALL FOR ENTIRE PROJECT. NOT ALL FURNITURE OR EQUIPMENT LISTED WILL BE SHOWN ON EACH SHEET. • CONTRACTOR TO VERIFY EQUIPMENT QUANTITIES SHOWN ON SCHEDULE WITH PLAN AND NOTIFY ARCHITECT/OWNER OF ANY DISCREPANCIES PRIOR TO PLACING EQUIPMENT ORDER. • CONTRACTOR TO COORDINATE AN EQUIPMENT MEETING WITH OWNER/ ARCHITECT BEFORE INSTALLATION. • NEW CEILING AND SOFFIT HEIGHTS NOTED ON RCP. • REFER TO A400-SERIES FOR TYPICAL ENLARGED PLANS AND TOILET ROOMS ACCESSORIES. • CONTRACTOR TO COORDINATE WITH VENDOR EQUIPMENT INSTALLATION. PROVIDE REQUIRED MEP SUPPORT NEEDED FOR ALL VENDOR INSTALL EQUIPMENT. • CONTRACTOR TO VERIFY REQUIREMENTS OFF ALL EQUIPMENT, INCLUDING VENDOR INSTALL EQUIPMENT PRIOR INSTALLATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR ADDITIONAL REQUIREMENTS NOT PROVIDED. • ALL FURNITURE IS OWNER PROVIDED & OWNER INSTALLED. • REFER TO MEP DRAWINGS IN CONJUNCTION WITH THIS SHEET. WHERE CONFLICTS @ LIGHT & AIR DEVICE LOCATIONS EXIST BETWEEN MEP AND ARCHITECTURAL, NOTIFY ARCHITECT. • REFER TO VENDOR DRAWINGS FOR EQUIPMENT INFORMATION. FURNITURE & EQUIPMENT NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A106 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 2ND FLOOR FFE PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A106 2ND FLOOR FFE PLAN A1 EQUIPMENT - CONTRACTOR PROVIDED / CONTRACTOR INSTALLED MARK DESCRIPTION CC1 TOILET SEAT COVER DISPENSER CC2 FLOOR MOUNTED WATER CLOSET W/ELONGATED BOWL & OPEN SEAT . REFER TO SHEET G003 FOR CONFIGURATION. CC3 TOILET PAPER DISPENSER CC4 SOAP DISPENSER CC5 MIRROR 24"X36" CC7 CC8 STEP N PULL FOOT OPERATED DOOR OPENER CC9 DISHWASHER CC11 36" REFRIGERATOR WITH WATER AND ICE CC12 GARBAGE DISPOSAL CC13 COMPACT REFRIGERATOR CC14 BEVI STANDUP WATER DISPENSER - PROVIDE 120V OUTLET & 3/8" WATER LINE - REFER TO PLUMBING CC15 65" MONITOR CC16 PAPER TOWEL DISPENSER - AUTOMATIC - SURFACE MOUNTED CC18 LOCKER CC19 COAT HOOK, SINGLE CC20 OVEN/ RANGE CC21 WASHER/ DRYER STACK CC22 Microwaves CC23 FOLDING SHOWER SEAT WITH LEGS CC25 SHOWER CURTAIN CC28 SHOWER CURTAIN ROD CC31 SHOWER GRAB BAR - 18" VERTICAL FEC SEMI RECESSED FIRE EXTINGUISHER CABINET EQUIPMENT - OWNER PROVIDED / OWNER INSTALLED MARK DESCRIPTION COMMENTS OO1 SINGLE MONITOR PC OO2 DESK PHONE OO3 COPIER OO4 DUAL MONITOR PC FURNITURE SCHEDULE - OWNER PROVIDED / OWNER INSTALLED TYPE MARK DESCRIPTION F1 TASK CHAIR WITH CASTERS F2 SIDE CHAIR F3 WORKSTATION 60"X36" F4 SQUARE TABLE 36"X36" F5 CONFERENCE TABLE 144"X42" F6 SQUARE TABLE 24"X24" F7 LOUNGE CHAIR F8 SQUARE COFFEE TABLE 36"x36" F9 LOVESEAT F10 PODIUM F11 DESK - L SHAPE 6' F12 TWIN BED F13 CHAIR, WITHOUT ARMS F14 TABLE 24"x40" F15 DESK 24"X36" No. Description Date DN TRUE NORTH PLAN NORTH C2 A301 A2 A301 A2 A302 C2 A302 A202 A2 A201 C2 A201 A2 H H LOCKER / FLEXROOM 310 KITCHEN 313 LAUNDRY 306 M. BUNK ROOM 305 W. BUNK ROOM 311 DINING ROOM 314 CORRIDOR 304 STORAGE 308 STAIR 1 301 TOILET 312 TLT. 331 TLT. 330 ELECT. 317 MECH. 302 STOR. 315 PLANNER 322 FLEX 324 FUSION CENTER 323 BREAK ROOM 325 ELEV. LOBBY 318 ELECT. 328 P.INFO/OUTREACH/TSUNAMI 326 LOCKER / FLEXROOM 310 LAUNDRY 306 M. BUNK ROOM 305 TOILET/ SHWR RM 307 TOILET/ SHWR RM 309 W. BUNK ROOM 311 CORRIDOR 304 STORAGE 308 ELEV. 319 JAN. 303 CORRIDOR 300 TOILET 312 TLT. 331 TLT. 330 MECH. 302 IT 316 MECH. 329 PLANNING ASST. 320 PLANNER 322 BREAK ROOM 325 ELECT. 328 P.INFO/OUTREACH/TSUNAMI 326 STORAGE 321 CORRIDOR 327 STAIR 2 332 STOR. 333 A A 2 2 16 16 10 10 8 B B E E 1 1 G G 4 5 6 7 9 J J 15 13 12 14 F.2 E.2 F.3 F.4 F.5 M90 M32 M86 M02 M19 M19 M17 M02 M02 M02 M02 M19 M02 M02 M02 M19 M19 M02 M17 M19 M02 M02 M09 M02 M90 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M19 M22 M90 M17 M17 M17 M17 CORRIDOR 304 12.5 A117 B1 A118 C1 6' - 8" 4' - 6" 6' - 3" 15' - 5" 17' - 1 3/4" 13' - 3 1/2" 8' - 5" 16' - 4 1/4" 8 3/4" 9' - 0" 20' - 5 1/4" 8" 5' - 7" 5' - 5 1/2" 5' - 6" 4' - 5 1/2" 6' - 4 1/2" 5' - 6" 5' - 3 1/4" 5' - 6 3/4" 5' - 6" 2' - 2 1/2" 8' - 5" 2 1/2" 5' - 6" 6' - 7 1/4" 4' - 0 1/2" 12' - 1 3/4" 5' - 8 1/4" 1' - 0" 5' - 8 1/4" 1' - 0" 30' - 0" 6" 5' - 8" 1' - 2" 20' - 2" 2' - 0" 1' - 0" 90' - 8" 2' - 0" 17' - 6" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 5' - 10" 38' - 2 1/4" 15' - 2 3/4" 35' - 3 1/4" 5' - 6" 9' - 9 3/4" 1' - 0 1/4" 5' - 6" 8' - 8 1/2" 2' - 1 1/2" 5' - 6" 7' - 6 1/2" 3' - 3 1/2" 5' - 6" 11' - 3 3/4" 30' - 2" 5' - 8" 24' - 6" 6" 1' - 0" 4' - 8" 21' - 4" 3' - 2" 0" 88' - 5" 11' - 2" 77' - 3" 6' - 6 1/2" 4' - 7 1/2" 17' - 3" 17' - 1" 25' - 3" 6' - 10 1/4" 10' - 9 3/4" 5' - 9 1/2" 4' - 6" 6' - 0 1/4" 5' - 6 3/4" 10' - 9 1/4" 5' - 6" 9 3/4" 10' - 0 1/4" 5' - 6" 9' - 8 1/2" 1' - 1 1/2" 5' - 6" 2 3/4" 5' - 11" 4' - 11" 158' - 0" 2' - 0" 11' - 2" 8' - 7" 15' - 8 1/4" 15' - 8" 15' - 4" 16' - 4" 5' - 7 1/2" 37' - 7" 30' - 0" 4' - 1 1/4" 11' - 5 3/4" 23' - 9 1/4" 19' - 1" 9' - 1" 2' - 11" 1' - 2" 1' - 0" 5' - 2 1/4" 1' - 0" 5' - 2 1/4" 1' - 0" 3' - 6" 3' - 0"2' - 10 1/4" 7' - 3 1/2" 4' - 6 1/4"1' - 6" 7' - 0" 1' - 6" 7' - 6" 1' - 6" 7' - 6" 1' - 6" 5' - 0 3/4" 5' - 6" 10' - 2" 5' - 6" 10' - 2" 5' - 6" 10' - 2" 5' - 6" 6 1/4" 22' - 8 1/2" 7' - 3 1/2" 10' - 9 1/2" 5' - 5" 11' - 9 1/2" 2' - 0" 5' - 6 1/4" 9' - 5" 4' - 2" 12 12 12 12 2 1 1 1 1 1 1 1 1 1 1 4 8 8 10' - 5" 1' - 11" 3' - 6" 4' - 4 3/4" 14 2 2 3 1' - 2" 1' - 2" A202 C2 M90 M90 M90 M22 M90 M90 M90 M90 M90 M90 M21 M90 M90 M19 M86 M21 M90 SF20 SF22 1' - 1" 30' - 0" 120' - 2" 15 3' - 4" 3' - 9 1/4" 3' - 0" 3' - 0" 9 1/4" 8 1/2" 1' - 8" 13' - 0 1/4" 1' - 9 1/4" M19 M19 • PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. • DIMENSIONS ARE FROM FACE OF STUD (FOS) TO FACE OF STUD AT NEW WALLS, UNLESS OTHERWISE NOTED. • DIMENSIONS MAY TIE TO STRUCTURAL GRID. COORDINATE WITH STRUCTURAL DRAWINGS. • ANY "VERIFY" DIMENSION IS A FLEX AREA TO ALLOW FOR FIELD ADJUSTMENTS AND ALIGNMENT • LOCATE DOORS 4" FROM HINGE SIDE TYPICALLY, UNLESS OTHERWISE SHOWN. AT LATCH SIDE OF DOOR PROVIDE A MINIMUM OF 18" CLEAR SPACE ON PULL SIDE OF DOOR AND 12" ON THE PUSH SIDE. • REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. • (V.I.F.) = VERIFY IN FIELD • (FOC) = FACE OF CAST IN PLACE CONCRETE • SEE DRYWALL SOFFITS INDICATED ON A700 SHEETS FOR ALIGNMENT WITH WALLS / CASEWORK BELOW. • GYP. BD. ONE SIDE @ CHASE WALLS. GENERAL DIMENSION NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A107 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 3RD FLOOR DIMENSION PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A107 3RD FLOOR DIMENSION PLAN A1 KEYNOTE - DIMENSION # DESCRIPTION 1 CAST IN PLACE CONCRETE "FIN" ELEMENT 2 BATTERED CAST IN PLACE BASE - SEE EXTERIOR ELEVATIONS & WALL SECTIONS 3 CAST IN PLACE CONCRETE PILASTER - SEE EXTERIOR ELEVATIONS 4 ELEVATOR - SEE SPECIFICATIONS - (5'-9" X 8'-8") CLEAR REQ'D. PER BASIS OF DESIGN MFR (OTIS- Gen 3 EDGE) 5 SOUTHERN ENTRY PAVILION 6 CAST IN PLACE CONCRETE RETAINING WALL - COORD. W/ CIVIL GRADING PLANS 7 MOTORIZED MOVEABLE WALL PANEL SYSTEM 8 CAST IN PLACE CONCRETE STAIR, (SEE STRUCT. DWGS.) 9 CAST IN PLACE CONCRETE RAMP W/ STEEL PIPE RAILING, (SEE SHEET A117) 10 CAST IN PLACE CONCRETE PATIO, (SEE CIVIL DWGS.) 11 MECHANICAL EQUIPMENT YARD, (COORD. W/ MECH. DWGS.) 12 ALIGN OPENINGS AT EAST AND WEST SIDES OF CONNECTOR 13 COORDINATE ROUGH OPENING AND FRAMING/ ANCHORING OF MOTORIZED WALL PANEL SYSTEM W/ MANUFACTURER 14 MAIN ELECTRICAL UNDERGROUND SERVICE TO RISE VERTICALLY UP SIDE OF BUILDING, (SEE ELECT. DWGS.) 15 VERTICAL 1" INSET INTO THE CIP WALL 16 CENTER OF STOREFRONT UNITS SHALL BE TUBE STEEL SUPPORT, (SEE STRUCT. DWGS.) # No. Description Date DN W/D W/D W/D W/D Refrigerator Refrigerator Vent Hood C2 A301 A2 A301 A2 A302 C2 A302 A6 A305 A202 A2 A201 C2 A201 A2 A1 A532 H H A9 A304 LOCKER / FLEXROOM 310 KITCHEN 313 LAUNDRY 306 M. BUNK ROOM 305 CORRIDOR 304 JAN. 303 CORRIDOR 300 STAIR 1 301 TOILET 312 TLT. 331 TLT. 330 ELECT. 317 MECH. 302 IT 316 STOR. 315 FLEX 324 FUSION CENTER 323 BREAK ROOM 325 ELEV. LOBBY 318 ELECT. 328 P.INFO/OUTREACH/TSUNAMI 326 STORAGE 321 STOR. 333 CORRIDOR 327 LOCKER / FLEXROOM 310 LAUNDRY 306 M. BUNK ROOM 305 TOILET/ SHWR RM 307 TOILET/ SHWR RM 309 W. BUNK ROOM 311 DINING ROOM 314 CORRIDOR 304 STORAGE 308 ELEV. JAN. 303 CORRIDOR 300 TOILET 312 TLT. 331 TLT. 330 ELECT. 317 MECH. 302 IT 316 MECH. 329 STOR. 315 PLANNING ASST. 320 PLANNER 322 FUSION CENTER 323 BREAK ROOM 325 ELECT. 328 P.INFO/OUTREACH/TSUNAMI 326 STORAGE 321 CORRIDOR 327 10' - 0" A A 2 2 A534 D4 16 16 3 3 10 10 8 8 B B C C E E 1 1 D D F G G 11 11 4 4 5 5 6 6 7 7 9 9 J J 15 13 12 14 A4 A303 F.2 F.2 E.2 E.2 F.3 F.3 F.4 F.4 F.5 F.5 A8 A303 A7 A304 SF17 SF19 SF15 SF10 SF11 A3 A305 SF18 SF5 SF5 SF5 SF5 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF3 3.1 3.1 305A 306A 308A 313A 311A 314A 304A 313B 307A 312A 310A 301A 303A 317A 316A 315A 320A 322A 324A 326A 327A 325A 323B 321A 323A 328A 332A 333A 318A 309A STAIR 2 332 12.5 12.5 A118 C1 1/2"/ FT. SLOPE 3 3 A401 E6 A402 E7 A402 E2 A403 E5 A403 E7 A404 D1 A532 D7 1 2 2 A202 C2 1 3 5 5 5 5 5 5 5 5 5 5 B.9 SF19 SF17 SF17 SF17 SF18 SF18 SF18 SF15 1/2"/ FT. SLOPE SF15 SF16 SF20 SF23 SF22 331A 330A A531 C4 GENERAL REFERENCE PLAN NOTES • PROVIDE CONTINUOUS IN-WALL BLOCKING AS REQUIRED FOR ANY CABINETS OR WALL-MOUNTED EQUIPMENT AND ACCESSORIES AS INDICATED ON PLANS. • REFER TO SPECIFICATIONS FOR GYPSUM BOARD CONTROL JOINTS; GC SHALL EQUALLY SPACE VERTICAL CONTROL JOINTS ON ALL WALLS THAT EXCEED 25 LINEAR FEET IN LENGTH TO DIVIDE THE WALL INTO EQUALLY SPACED SECTIONS THAT ARE LESS THAN 25 LINEAR FEET IN LENGTH. WHERE CONTROL JOINTS ARE LOCATED OPPOSING WALLS IN ANY GIVEN SPACE, THEY SHALL BE ALIGNED AND SPACED SUCH THAT NO SECTION IS GREATER THAN 25 LINEAR FEET IN LENGTH. • SEE ENLARGED PLANS FOR FFE ITEMS. • GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. • REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. • FURNITURE & FURNITURE LAYOUT BY WB MASON CO FURNITURE VENDOR. REFER TO VENDOR DRAWINGS. • REFER TO A600'S FOR INTERIOR STOREFRONT AND WINDOW ELEVATIONS. • CONTRACTOR TO REVIEW SCOPE OF WORK WITH OTHER DISCIPLINES FOR COORDINATION - CONTACT ARCHITECT IF ANY CONDITIONS CONFLICT WITH SCOPE OF WORK OR ARE IN QUESTION. TRUE NORTH PLAN NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A108 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 3RD FLOOR REFERENCE PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A108 3RD FLOOR PLAN REFERENCE PLAN A1 KEYNOTES - REFERENCE PLAN # DESCRIPTION 1 PROVIDE PRIVACY FILM ON INTERIOR FACE OF EXTERIOR GLAZING 2 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 3 ROOF BELOW 4 CAST IN PLACE CONCRETE EXTERIOR STAIR WITH STEEL RAILINGS 5 DOWNSPOUTS (CIRCULAR AND RECTALINEAR), SEE EXTERIOR ELEVATIONS 6 SERVICE YARD 7 MOTORIZED RETRACTABLE ACOUSTIC PARTITIONS 8 MECHANICAL YARD 9 STAFF PATIO 10 CISTERN COMPARTMENT 11 PUMP ROOM ACCESS WELL WITH DRAIN, (SEE CIVIL DRAWINGS FOR CONTINUATION AND COORDINATED LENGTH OF WELL W/ FIN. GRADE) 12 PUMP ROOM EQUIPMENT WITH FLOOR DRAINS, (SEE PLUMB. DWGS.) 13 2'x2' CISTERN ACCESS HATCH WITH SEALED METAL COVERS (1 PER CISTERN CHAMBER) 14 FLOOR DRAIN, (SEE PLUMB. DWGS.) 15 3'W x 4'H LOUVERED OPENING, (SEE PLUMB. DWGS.) # No. Description Date DN W/D W/D W/D W/D Refrigerator Refrigerator Vent Hood KITCHEN 313 W. BUNK ROOM 311 DINING ROOM 314 CORRIDOR 304 JAN. 303 CORRIDOR 300 STAIR 1 301 ELECT. 317 MECH. 302 IT 316 STOR. 315 FLEX 324 ELEV. LOBBY 318 ELECT. 328 STORAGE 321 STOR. 333 CORRIDOR 327 LOCKER / FLEXROOM 310 LAUNDRY 306 M. BUNK ROOM 305 TOILET/ SHWR RM 307 TOILET/ SHWR RM 309 DINING ROOM 314 CORRIDOR 304 STORAGE 308 ELEV. 319 JAN. 303 TOILET 312 TLT. 331 TLT. 330 ELECT. 317 MECH. 302 IT 316 MECH. 329 STOR. 315 PLANNING ASST. 320 PLANNER 322 FUSION CENTER 323 BREAK ROOM 325 ELECT. 328 P.INFO/OUTREACH/TSUNAMI 326 STORAGE 321 CORRIDOR 327 STAIR 2 332 CC2 CC2 F4 F13 F13 F13 F13 F4 F13 F13 F13 F13 F4 F13 F13 F13 F13 F4 F13 F13 F13 F13 F4 F13 F13 F13 F13 F4 F13 F13 F13 F13 F12 F12 F12 F12 F12 F12 F12 F12 F12 CC2 F4 F13 F13 F13 F13 CC8 CC16 CC4 F14 F14 F12 CC16 CC4 CC12 FEC FEC FEC FEC CC21 CC21 CC21 CC21 F1 OO4 OO2 F11 F1 F11 F1 F11 F2 F2 F2 F2 F4 F2 F2 F2 F2 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 OO4 OO2 OO4 OO2 OO4 OO2 OO4 OO2 OO4 OO2 CC15 OO2 CC15 CC7 CC7 CC7 CC7 CC7 CC3 CC3 CC5 CC5 CC5 CC5 CC5 CC4 CC4 CC4 CC4 CC4 CC4 CC3 CC2 CC2 CC5 CC5 CC3 CC1 CC5 CC4 CC12 CC4 CC4 ? CC9 CC19 CC19 CC19 CC19 F6 F2 F2 CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC5 CC1 CC1 CC3 CC3 CC1 CC9 CC19 CC19 CC1 CC3 CC20 CC22 CC22 CC25 CC25 CC25 CC25 • SEE A400-SERIES FOR ADDITIONAL FURNITURE AND EQUIPMENT INFORMATION. • CONTRACTOR TO PROVIDE CONTINUOUS IN-WALL BLOCKING FOR ANY CABINETS, EQUIPMENT, TOILET ACCESSORIES OR WHERE REQUIRED OTHERWISE. • EQUIPMENT AND FURNITURE LIST IS OVERALL FOR ENTIRE PROJECT. NOT ALL FURNITURE OR EQUIPMENT LISTED WILL BE SHOWN ON EACH SHEET. • CONTRACTOR TO VERIFY EQUIPMENT QUANTITIES SHOWN ON SCHEDULE WITH PLAN AND NOTIFY ARCHITECT/OWNER OF ANY DISCREPANCIES PRIOR TO PLACING EQUIPMENT ORDER. • CONTRACTOR TO COORDINATE AN EQUIPMENT MEETING WITH OWNER/ ARCHITECT BEFORE INSTALLATION. • NEW CEILING AND SOFFIT HEIGHTS NOTED ON RCP. • REFER TO A400-SERIES FOR TYPICAL ENLARGED PLANS AND TOILET ROOMS ACCESSORIES. • CONTRACTOR TO COORDINATE WITH VENDOR EQUIPMENT INSTALLATION. PROVIDE REQUIRED MEP SUPPORT NEEDED FOR ALL VENDOR INSTALL EQUIPMENT. • CONTRACTOR TO VERIFY REQUIREMENTS OFF ALL EQUIPMENT, INCLUDING VENDOR INSTALL EQUIPMENT PRIOR INSTALLATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR ADDITIONAL REQUIREMENTS NOT PROVIDED. • ALL FURNITURE IS OWNER PROVIDED & OWNER INSTALLED. • REFER TO MEP DRAWINGS IN CONJUNCTION WITH THIS SHEET. WHERE CONFLICTS @ LIGHT & AIR DEVICE LOCATIONS EXIST BETWEEN MEP AND ARCHITECTURAL, NOTIFY ARCHITECT. • REFER TO VENDOR DRAWINGS FOR EQUIPMENT INFORMATION. FURNITURE & EQUIPMENT NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A109 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 3RD FLOOR FFE PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A109 3RD FLOOR FFE PLAN A1 EQUIPMENT - CONTRACTOR PROVIDED / CONTRACTOR INSTALLED MARK DESCRIPTION CC1 TOILET SEAT COVER DISPENSER CC2 FLOOR MOUNTED WATER CLOSET W/ELONGATED BOWL & OPEN SEAT . REFER TO SHEET G003 FOR CONFIGURATION. CC3 TOILET PAPER DISPENSER CC4 SOAP DISPENSER CC5 MIRROR 24"X36" CC7 CC8 STEP N PULL FOOT OPERATED DOOR OPENER CC9 DISHWASHER CC11 36" REFRIGERATOR WITH WATER AND ICE CC12 GARBAGE DISPOSAL CC13 COMPACT REFRIGERATOR CC14 BEVI STANDUP WATER DISPENSER - PROVIDE 120V OUTLET & 3/8" WATER LINE - REFER TO PLUMBING CC15 65" MONITOR CC16 PAPER TOWEL DISPENSER - AUTOMATIC - SURFACE MOUNTED CC18 LOCKER CC19 COAT HOOK, SINGLE CC20 OVEN/ RANGE CC21 WASHER/ DRYER STACK CC22 Microwaves CC23 FOLDING SHOWER SEAT WITH LEGS CC25 SHOWER CURTAIN CC28 SHOWER CURTAIN ROD CC31 SHOWER GRAB BAR - 18" VERTICAL FEC SEMI RECESSED FIRE EXTINGUISHER CABINET EQUIPMENT - OWNER PROVIDED / OWNER INSTALLED MARK DESCRIPTION COMMENTS OO1 SINGLE MONITOR PC OO2 DESK PHONE OO3 COPIER OO4 DUAL MONITOR PC FURNITURE SCHEDULE - OWNER PROVIDED / OWNER INSTALLED TYPE MARK DESCRIPTION F1 TASK CHAIR WITH CASTERS F2 SIDE CHAIR F3 WORKSTATION 60"X36" F4 SQUARE TABLE 36"X36" F5 CONFERENCE TABLE 144"X42" F6 SQUARE TABLE 24"X24" F7 LOUNGE CHAIR F8 SQUARE COFFEE TABLE 36"x36" F9 LOVESEAT F10 PODIUM F11 DESK - L SHAPE 6' F12 TWIN BED F13 CHAIR, WITHOUT ARMS F14 TABLE 24"x40" F15 DESK 24"X36" No. Description Date CR CR C2 A301 A2 A301 A2 A302 C2 A302 A6 A305 A202 A2 A201 C2 A201 A2 H H FEMA CARIBBEAN OFFICE 418 FEMA CARIBBEAN OFFICE 416 HAZARD MITIGATION 414 DD OPERATIONS 412 DD LOGISTICS 410 GRANTS 417 FINANCE 415 DD PLAN & PREP 413 DD HUMAN RESOURCES 411 BREAK ROOM 408 CORRIDOR 404 STAIR 1 401 TLT. 406 TLT. 440 MECH. 402 FLEX SUPPORT 421 STOR. 422 COMMUNICATIONS 436 CONFERENCE ROOM 435 TOILET 432 COPY/ SUPPLY 427 FLEX SPACE 428 ASST. DIRECTOR 430 ELEV. LOBBY 425 ACCESS CONTROL ELECT. 437 JAN. 403 FEMA CARIBBEAN OFFICE 418 FEMA CARIBBEAN OFFICE 416 HAZARD MITIGATION 414 DD OPERATIONS 412 DD LOGISTICS 410 PUBLIC ASSISTANCE 419 FINANCE 415 STORAGE 407 FLEX OFFICE 409 CORRIDOR 404 CORRIDOR 400 TLT. 405 FLEX 420 TLT. 439 MECH. 438 ELECT. 424 IT 423 FLEX SUPPORT 421 STOR. 422 COMMUNICATIONS 436 DIRECTOR 431 FLEX SPACE 428 ASST. DIRECTOR 430 CORRIDOR 434 STORAGE 433 ELECT. 437 STORAGE 442 DIRECTOR EXECUTIVE ASSISTANT 429 A A 2 2 16 16 10 10 B B E 1 1 D G 4 5 6 7 9 J 15 13 12 14 F.2 E.2 F.3 F.4 F.5 M32 M90 M32 M02 M02 M02 M02 M02 M32 M17 M17 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M17 M19 M02 M02 M09 M02 M86 M86 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M02 M90 M02 M02 M22 M90 CORRIDOR 404 12.5 A.2 30' - 2" 5' - 8" 21' - 4" 3' - 2" 6" 1' - 0" 26' - 0" 2' - 0" 1' - 2" 0" 2' - 0" 19' - 9" 15' - 8 1/4" 15' - 8" 15' - 4" 16' - 4" 7' - 2 3/4" 36' - 0" 30' - 0" 158' - 0" 11' - 2" 4' - 1" 4' - 6" 4' - 7 1/4" 10' - 11" 2 1/4" 10' - 8 3/4" 4' - 11 1/4" 2' - 5 3/4" 12' - 4 3/4" 3' - 11 1/4" 22' - 8" 7' - 4 1/4" 5' - 6" 5' - 1" 5' - 1" 5' - 6" 2' - 7 1/4" 5' - 6" 2' - 2 1/4" 3' - 3" 2' - 2" 5' - 6" 1' - 5 3/4" 3' - 5 3/4" 1' - 6" 7' - 6" 1' - 6" 7' - 6" 1' - 6" 7' - 0" 1' - 6" 4' - 6 1/4" 2' - 6" 1' - 0" 3 1/2" 4' - 10 3/4" 1' - 0" 5' - 2 1/4" 1' - 0" 3' - 6" 3' - 0" 2' - 9 3/4" 77' - 3" 11' - 2" 88' - 5" 6' - 6 1/2" 45' - 0 3/4" 10' - 9 3/4" 5' - 9 1/2" 4' - 6" 6' - 0 1/4" 5' - 6" 10' - 10" 5' - 6" 6' - 10 3/4" 3' - 11 1/4" 5' - 6" 9' - 7 1/4" 5' - 6" 4' - 0" 11" 30' - 0" 5' - 8" 24' - 4" 5' - 8" 1' - 2" 20' - 2" 2' - 0" 1' - 0" 120' - 2" 2' - 0" 11' - 10" 76' - 2" 30' - 2" 5' - 2" 5' - 7" 11' - 3 3/4" 8' - 10 3/4" 10' - 5" 10' - 5" 10' - 7 3/4" 10' - 5" 8' - 6 1/4" 1' - 11" 7' - 10 1/2" 20' - 4 3/4" 0" 4' - 6" 1' - 4"4' - 8 1/4" 5' - 6" 4 1/4" 1' - 4" 3' - 1 1/4"1' - 7" 5' - 6" 3' - 4" 1' - 4"4' - 8 1/4" 2' - 11" 2' - 7" 1' - 4" 1' - 11"2' - 9 1/2" 5' - 6" 1' - 4" 5 1/2"4' - 0 1/2" 1' - 0" 5' - 8 1/4" 1' - 0" 5' - 8 1/4" 1' - 0" 4' - 8" 1' - 4" 90' - 8" 2' - 0" 17' - 6" 16' - 4" 16' - 4" 16' - 4" 16' - 4" 5' - 10" 5' - 4 1/4" 5' - 6" 4' - 0"1' - 4 1/2" 5' - 6" 1' - 11 1/4"5' - 4 1/4" 5' - 6" 5' - 4 1/4" 5' - 6" 3' - 0" 3' - 0" 12 12 12 12 1' - 2" 1 1 1 1 1 1 1 1 1 1 3 4 ELEV. 224 8 8 9' - 5" 4' - 2" 3' - 0" 2' - 10" 6' - 8 1/2" 4' - 11 1/2" 5' - 5" 3' - 9 1/4" 7' - 2" 1' - 2" A202 C2 M90 M90 M22 M90 M90 M90 M90 M90 M90 M90 M90 409A M90 M90 1' - 1" 30' - 0" 120' - 2" 16 16 16 16 16 16 16 16 A405 D4 M19 STAIR 2 441 M19 M19 • PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. • DIMENSIONS ARE FROM FACE OF STUD (FOS) TO FACE OF STUD AT NEW WALLS, UNLESS OTHERWISE NOTED. • DIMENSIONS MAY TIE TO STRUCTURAL GRID. COORDINATE WITH STRUCTURAL DRAWINGS. • ANY "VERIFY" DIMENSION IS A FLEX AREA TO ALLOW FOR FIELD ADJUSTMENTS AND ALIGNMENT • LOCATE DOORS 4" FROM HINGE SIDE TYPICALLY, UNLESS OTHERWISE SHOWN. AT LATCH SIDE OF DOOR PROVIDE A MINIMUM OF 18" CLEAR SPACE ON PULL SIDE OF DOOR AND 12" ON THE PUSH SIDE. • REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. • (V.I.F.) = VERIFY IN FIELD • (FOC) = FACE OF CAST IN PLACE CONCRETE • SEE DRYWALL SOFFITS INDICATED ON A700 SHEETS FOR ALIGNMENT WITH WALLS / CASEWORK BELOW. • GYP. BD. ONE SIDE @ CHASE WALLS. GENERAL DIMENSION NOTES TRUE NORTH PLAN NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A110 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 4TH FLOOR DIMENSION PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A110 4TH FLOOR DIMENSION PLAN A1 KEYNOTE - DIMENSION # DESCRIPTION 1 CAST IN PLACE CONCRETE "FIN" ELEMENT 2 BATTERED CAST IN PLACE BASE - SEE EXTERIOR ELEVATIONS & WALL SECTIONS 3 CAST IN PLACE CONCRETE PILASTER - SEE EXTERIOR ELEVATIONS 4 ELEVATOR - SEE SPECIFICATIONS - (5'-9" X 8'-8") CLEAR REQ'D. PER BASIS OF DESIGN MFR (OTIS- Gen 3 EDGE) 5 SOUTHERN ENTRY PAVILION 6 CAST IN PLACE CONCRETE RETAINING WALL - COORD. W/ CIVIL GRADING PLANS 7 MOTORIZED MOVEABLE WALL PANEL SYSTEM 8 CAST IN PLACE CONCRETE STAIR, (SEE STRUCT. DWGS.) 9 CAST IN PLACE CONCRETE RAMP W/ STEEL PIPE RAILING, (SEE SHEET A117) 10 CAST IN PLACE CONCRETE PATIO, (SEE CIVIL DWGS.) 11 MECHANICAL EQUIPMENT YARD, (COORD. W/ MECH. DWGS.) 12 ALIGN OPENINGS AT EAST AND WEST SIDES OF CONNECTOR 13 COORDINATE ROUGH OPENING AND FRAMING/ ANCHORING OF MOTORIZED WALL PANEL SYSTEM W/ MANUFACTURER 14 MAIN ELECTRICAL UNDERGROUND SERVICE TO RISE VERTICALLY UP SIDE OF BUILDING, (SEE ELECT. DWGS.) 15 VERTICAL 1" INSET INTO THE CIP WALL 16 CENTER OF STOREFRONT UNITS SHALL BE TUBE STEEL SUPPORT, (SEE STRUCT. DWGS.) # No. Description Date Refrigerator C2 A301 A2 A301 A2 A302 C2 A302 A6 A305 A202 A2 A201 C2 A201 A2 A1 A532 H H A9 A304 BREAK ROOM 408 CORRIDOR 404 CORRIDOR 400 STAIR 1 401 TLT. 405 TLT. 440 TLT. 439 CUBICLE SPACE FOR ADDITIONAL STAFF (PUBLIC ASSISTANCE / HAZARD MITIGATION / OTHER OVERFLOW WORK AREAS) ELECT. 424 IT 423 FLEX SUPPORT 421 NOTE: OWNER TO CONSIDER OPEN OFFICE/ WORK STATION SPACE THAT MIGHT BE SPACE PLANNED W/ MOVEABLE FURNITURE TO MEET STAFF NEEDS STOR. 422 CONFERENCE ROOM 435 COPY/ SUPPLY 427 CORRIDOR 434 ELEV. LOBBY 425 ACCESS CONTROL ELECT. 437 STORAGE 442 JAN. 403 FEMA CARIBBEAN OFFICE 418 FEMA CARIBBEAN OFFICE 416 HAZARD MITIGATION 414 DD OPERATIONS 412 DD LOGISTICS 410 PUBLIC ASSISTANCE 419 GRANTS 417 FINANCE 415 DD PLAN & PREP 413 DD HUMAN RESOURCES 411 STORAGE 407 FLEX OFFICE 409 CORRIDOR 404 CORRIDOR 400 TLT. 406 FLEX 420 TLT. 440 TLT. 439 MECH. 402 MECH. 438 ELECT. 424 IT 423 FLEX SUPPORT 421 STOR. 422 COMMUNICATIONS 436 DIRECTOR 431 FLEX SPACE 428 ASST. DIRECTOR 430 CORRIDOR 434 STORAGE 433 TOILET 432 ELECT. 437 STORAGE 442 DIRECTOR EXECUTIVE ASSISTANT 429 A A 2 2 A534 D5 16 16 3 3 10 10 8 8 B B C C E E 1 1 D D F G G 11 11 4 4 5 5 6 6 7 7 9 9 J J 15 13 12 14 A4 A303 F.2 F.2 E.2 E.2 F.3 F.3 F.4 F.4 F.5 F.5 A8 A303 A7 A304 E6 A303 E1 A303 A402 E4 SF17 SF19 SF12 SF13 A3 A305 SF18 SF5 SF5 SF5 SF5 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF3 CORRIDOR 404 3.1 3.1 405A 406A 410A 412A 414A 416A 418A 404A 419A 417A 415A 413A 411A 409A 420A 421A 403A 407A 424A 423A 422A 436A 435A 427A 434A 428B 430A 428A 429A 437A 441A 401A 442A 425A 431A 432A 433A 408A 12.5 12.5 A.2 A.2 A402 E5 A401 E6 A404 E7 ELEV. A202 C2 SF19 2 1 2 5 5 5 5 5 5 5 5 5 SF17 SF17 SF17 SF18 SF18 SF18 SF15 SF15 SF15 SF16 STAIR 2 441 A405 E4 A405 D4 440A 439A A531 C5 A532 E7 GENERAL REFERENCE PLAN NOTES • PROVIDE CONTINUOUS IN-WALL BLOCKING AS REQUIRED FOR ANY CABINETS OR WALL-MOUNTED EQUIPMENT AND ACCESSORIES AS INDICATED ON PLANS. • REFER TO SPECIFICATIONS FOR GYPSUM BOARD CONTROL JOINTS; GC SHALL EQUALLY SPACE VERTICAL CONTROL JOINTS ON ALL WALLS THAT EXCEED 25 LINEAR FEET IN LENGTH TO DIVIDE THE WALL INTO EQUALLY SPACED SECTIONS THAT ARE LESS THAN 25 LINEAR FEET IN LENGTH. WHERE CONTROL JOINTS ARE LOCATED OPPOSING WALLS IN ANY GIVEN SPACE, THEY SHALL BE ALIGNED AND SPACED SUCH THAT NO SECTION IS GREATER THAN 25 LINEAR FEET IN LENGTH. • SEE ENLARGED PLANS FOR FFE ITEMS. • GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. • REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. • FURNITURE & FURNITURE LAYOUT BY WB MASON CO FURNITURE VENDOR. REFER TO VENDOR DRAWINGS. • REFER TO A600'S FOR INTERIOR STOREFRONT AND WINDOW ELEVATIONS. • CONTRACTOR TO REVIEW SCOPE OF WORK WITH OTHER DISCIPLINES FOR COORDINATION - CONTACT ARCHITECT IF ANY CONDITIONS CONFLICT WITH SCOPE OF WORK OR ARE IN QUESTION. TRUE NORTH PLAN NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A111 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 4TH FLOOR REFERENCE PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A111 4TH FLOOR PLAN REFERENCE PLAN A1 KEYNOTES - REFERENCE PLAN # DESCRIPTION 1 PROVIDE PRIVACY FILM ON INTERIOR FACE OF EXTERIOR GLAZING 2 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 3 ROOF BELOW 4 CAST IN PLACE CONCRETE EXTERIOR STAIR WITH STEEL RAILINGS 5 DOWNSPOUTS (CIRCULAR AND RECTALINEAR), SEE EXTERIOR ELEVATIONS 6 SERVICE YARD 7 MOTORIZED RETRACTABLE ACOUSTIC PARTITIONS 8 MECHANICAL YARD 9 STAFF PATIO 10 CISTERN COMPARTMENT 11 PUMP ROOM ACCESS WELL WITH DRAIN, (SEE CIVIL DRAWINGS FOR CONTINUATION AND COORDINATED LENGTH OF WELL W/ FIN. GRADE) 12 PUMP ROOM EQUIPMENT WITH FLOOR DRAINS, (SEE PLUMB. DWGS.) 13 2'x2' CISTERN ACCESS HATCH WITH SEALED METAL COVERS (1 PER CISTERN CHAMBER) 14 FLOOR DRAIN, (SEE PLUMB. DWGS.) 15 3'W x 4'H LOUVERED OPENING, (SEE PLUMB. DWGS.) # No. Description Date Refrigerator JAN. 403 BREAK ROOM 408 CORRIDOR 404 CORRIDOR 400 STAIR 1 401 TLT. 405 TLT. 440 TLT. 439 MECH. 402 CUBICLE SPACE FOR ADDITIONAL STAFF (PUBLIC ASSISTANCE / HAZARD MITIGATION / OTHER OVERFLOW WORK AREAS) ELECT. 424 IT 423 NOTE: OWNER CONSIDERING OPEN OFFICE/ WORK STATION SPACE W/ MOVEABLE FURNITURE TO MEET STAFF NEEDS STOR. 422 COMMUNICATIONS 436 CONFERENCE ROOM 435 COPY/ SUPPLY 427 CORRIDOR 434 ELEV. LOBBY 425 ACCESS CONTROL ELECT. 437 STORAGE 442 JAN. 403 FEMA CARIBBEAN OFFICE 418 FEMA CARIBBEAN OFFICE 416 HAZARD MITIGATION 414 DD OPERATIONS 412 DD LOGISTICS 410 PUBLIC ASSISTANCE 419 GRANTS 417 FINANCE 415 DD PLAN & PREP 413 DD HUMAN RESOURCES 411 STORAGE 407 FLEX OFFICE 409 CORRIDOR 404 CORRIDOR 400 TLT. 406 FLEX 420 MECH. 402 MECH. 438 ELECT. 424 FLEX SUPPORT 421 STOR. 422 DIRECTOR 431 FLEX SPACE 428 ASST. DIRECTOR 430 CORRIDOR 434 STORAGE 433 TOILET 432 ELECT. 437 DIRECTOR EXECUTIVE ASSISTANT 429 CORRIDOR 404 STAIR 2 441 CC2 CC2 CC2 OO3 OO2 CC2 CC16 CC4 FEC FEC FEC FEC F1 OO4 OO2 F11 F2 F2 F1 OO4 OO2 F11 F2 F2 F1 OO4 OO2 F11 F2 F2 F1 OO4 OO2 F11 F2 F2 F1 OO4 OO2 F11 F2 F2 F1 OO4 OO2 F11 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F1 OO4 OO2 F11 F1 OO4 OO2 F11 F1 OO4 OO2 F11 F1 OO4 OO2 F11 F1 OO4 OO2 F11 F1 OO4 OO2 F1 OO4 OO2 F1 OO4 OO2 F1 OO4 OO2 F1 OO4 OO2 F2 F2 F1 OO4 OO2 F11 F2 F2 F1 OO4 OO2 F11 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 CC15 CC15 OO2 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 OO4 OO2 F11 OO3 CC7 CC7 CC7 CC7 CC7 CC4 CC4 CC5 CC5 CC3 CC5 CC4 CC4 CC4 CC5 CC5 CC12 ? CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC19 CC3 CC2 CC1 CC1 CC3 CC9 CC19 F15 F15 F15 F15 F5 F5 CC1 CC3 CC1 CC3 CC19 CC19 CC22 • SEE A400-SERIES FOR ADDITIONAL FURNITURE AND EQUIPMENT INFORMATION. • CONTRACTOR TO PROVIDE CONTINUOUS IN-WALL BLOCKING FOR ANY CABINETS, EQUIPMENT, TOILET ACCESSORIES OR WHERE REQUIRED OTHERWISE. • EQUIPMENT AND FURNITURE LIST IS OVERALL FOR ENTIRE PROJECT. NOT ALL FURNITURE OR EQUIPMENT LISTED WILL BE SHOWN ON EACH SHEET. • CONTRACTOR TO VERIFY EQUIPMENT QUANTITIES SHOWN ON SCHEDULE WITH PLAN AND NOTIFY ARCHITECT/OWNER OF ANY DISCREPANCIES PRIOR TO PLACING EQUIPMENT ORDER. • CONTRACTOR TO COORDINATE AN EQUIPMENT MEETING WITH OWNER/ ARCHITECT BEFORE INSTALLATION. • NEW CEILING AND SOFFIT HEIGHTS NOTED ON RCP. • REFER TO A400-SERIES FOR TYPICAL ENLARGED PLANS AND TOILET ROOMS ACCESSORIES. • CONTRACTOR TO COORDINATE WITH VENDOR EQUIPMENT INSTALLATION. PROVIDE REQUIRED MEP SUPPORT NEEDED FOR ALL VENDOR INSTALL EQUIPMENT. • CONTRACTOR TO VERIFY REQUIREMENTS OFF ALL EQUIPMENT, INCLUDING VENDOR INSTALL EQUIPMENT PRIOR INSTALLATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR ADDITIONAL REQUIREMENTS NOT PROVIDED. • ALL FURNITURE IS OWNER PROVIDED & OWNER INSTALLED. • REFER TO MEP DRAWINGS IN CONJUNCTION WITH THIS SHEET. WHERE CONFLICTS @ LIGHT & AIR DEVICE LOCATIONS EXIST BETWEEN MEP AND ARCHITECTURAL, NOTIFY ARCHITECT. • REFER TO VENDOR DRAWINGS FOR EQUIPMENT INFORMATION. FURNITURE & EQUIPMENT NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A112 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 4TH FLOOR FFE PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A112 4TH FLOOR FFE PLAN A1 EQUIPMENT - CONTRACTOR PROVIDED / CONTRACTOR INSTALLED MARK DESCRIPTION CC1 TOILET SEAT COVER DISPENSER CC2 FLOOR MOUNTED WATER CLOSET W/ELONGATED BOWL & OPEN SEAT . REFER TO SHEET G003 FOR CONFIGURATION. CC3 TOILET PAPER DISPENSER CC4 SOAP DISPENSER CC5 MIRROR 24"X36" CC7 CC8 STEP N PULL FOOT OPERATED DOOR OPENER CC9 DISHWASHER CC11 36" REFRIGERATOR WITH WATER AND ICE CC12 GARBAGE DISPOSAL CC13 COMPACT REFRIGERATOR CC14 BEVI STANDUP WATER DISPENSER - PROVIDE 120V OUTLET & 3/8" WATER LINE - REFER TO PLUMBING CC15 65" MONITOR CC16 PAPER TOWEL DISPENSER - AUTOMATIC - SURFACE MOUNTED CC18 LOCKER CC19 COAT HOOK, SINGLE CC20 OVEN/ RANGE CC21 WASHER/ DRYER STACK CC22 Microwaves CC23 FOLDING SHOWER SEAT WITH LEGS CC25 SHOWER CURTAIN CC28 SHOWER CURTAIN ROD CC31 SHOWER GRAB BAR - 18" VERTICAL FEC SEMI RECESSED FIRE EXTINGUISHER CABINET EQUIPMENT - OWNER PROVIDED / OWNER INSTALLED MARK DESCRIPTION COMMENTS OO1 SINGLE MONITOR PC OO2 DESK PHONE OO3 COPIER OO4 DUAL MONITOR PC FURNITURE SCHEDULE - OWNER PROVIDED / OWNER INSTALLED TYPE MARK DESCRIPTION F1 TASK CHAIR WITH CASTERS F2 SIDE CHAIR F3 WORKSTATION 60"X36" F4 SQUARE TABLE 36"X36" F5 CONFERENCE TABLE 144"X42" F6 SQUARE TABLE 24"X24" F7 LOUNGE CHAIR F8 SQUARE COFFEE TABLE 36"x36" F9 LOVESEAT F10 PODIUM F11 DESK - L SHAPE 6' F12 TWIN BED F13 CHAIR, WITHOUT ARMS F14 TABLE 24"x40" F15 DESK 24"X36" No. Description Date Refrigerator Refrigerator Refrigerator TRUE NORTH PLAN NORTH 1. SEE MPE FOR NEW ROOF TOP EQUIPMENT. 2. SEE STRUCTURAL DRAWINGS FOR SUPPORT OF ALL NEW ROOF CURBS. 3. COORDINATE SIZE OF ROOF CURBS TO MATCH ROOFING MATERIAL THICKNESS OF NEW ROOF. 4. GENERAL ROOF NOTES C2 A301 A2 A301 A2 A302 C2 A302 A6 A305 A202 A2 A201 C2 A201 A2 A1 A532 H H A9 A304 A A 2 16 3 10 B B 1 D D F F G G 11 5 6 7 9 J 15 13 12 14 A4 A303 F.2 E.2 E.2 F.3 F.3 F.4 F.4 F.5 F.5 A8 A303 A7 A304 E6 A303 E1 A303 SF19 A3 A305 C1 A320 Sim C1 A320 Sim 1 4 1 3 4 2 2 2 2 2 2 2 2 A113 A6 1/2"/ FT. SLOPE 1/2"/ FT. SLOPE 1/2"/ FT. SLOPE 1/2"/ FT. SLOPE 1/2"/ FT. SLOPE 1/2"/ FT. SLOPE 1/2"/ FT. SLOPE 1/2"/ FT. SLOPE 3 3 3 3 3 3 3 3 9 9 A113 B9 A113 A9 11 11 11 11 8 11 11 1/2"/ FT. SLOPE 1/2"/ FT. SLOPE 1 1 1 1 1 1 1 1 11 10 10 10 10 10 10 1/4"/ FT. SLOPE MECHANICAL 501 MECHANICAL 500 12.5 A.2 A.2 11 3' - 5" O.H. 3' - 10" O.H. 3' - 9 1/2" O.H. 3' - 5" O.H. 5 5 6 6 (BELOW) 1 (BELOW) (BELOW) 4' - 6 1/2" 3' - 6 1/2"2' - 11 1/2" 12' - 6 1/2" 11' - 2" 2' - 0" 500B 500A 501B 3 12 12 13 1 13 RIDGE 13 VALLEY 1 12 1 501A 15 15 A202 C2 A2 A301 C2 A302 A 2 3 1 4 5 3.1 1/2"/ FT. SLOPE 1/2"/ FT. SLOPE 1/2"/ FT. SLOPE 1 1 1 (BELOW) (SLOPED ROOF AREA) 27' - 10 1/2" (RAILING) 7' - 11 3/4" (SLOPED ROOF AREA) 24' - 6" 1 (BELOW) A.2 4' - 6 1/4" 12' - 10 3/4" 4' - 6 1/2" 45.00° 45.00° 4 12 A2 A302 A1 A532 H 16 10 G 11 J A4 A303 F.4 F.5 1/2"/ FT. SLOPE 1 1 (BELOW) 1/2"/ FT. SLOPE 1/2"/ FT. SLOPE 4 4 12.5 1 1 (BELOW) 4' - 6 1/2" 12' - 10 1/2" 4' - 6 1/2" 4 1 12 12 B 1/2"/FT. SLOPE PARAPET W/ CAP FLASHING SCUPPER DRAIN BOX W/ DOWNSPOUT CANT AT PARAPET REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A113 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room ROOF PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A113 ROOF PLAN B2 KEYNOTES - ROOF # DESCRIPTION 1 FLUID APPLIED MEMBRANE ROOFING SYSTEM OVER CAST IN PLACE CONCRETE ROOF STRUCTURE, (SEE STRUCT. DWGS.) 2 ROOF DRAINAGE CRICKET. COORDINATE 1/2"/FT. MIN. SLOPE TO ROOF SCUPPERS, (TYP) 3 ROOF DRAINAGE SCUPPER & DOWNSPOUT LOCATION- COORDINATE WITH DRAINAGE PIPING BELOW TO CISTERN OR AS DIRECTED BY CIVIL AND PLUMBING DRAWINGS 4 STEEL PIPE GUARDRAIL, PAINT, (SEE ____ DETAIL) 5 CURB/ DOOR THRESHOLD, (8" MIN. ABOVE ADJACENT MEMBRANE ROOFING, TYP) 6 REFER TO MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT INFORMATION 8 BUILDING EXPANSION JOINT 9 SEE ENLARGED PLANS FOR ROOF OVER STAIR/ MECHANICAL ROOM 10 6" CURB AT EDGE OF ROOF 11 METAL COPING CAP FLASHING 12 CRICKET, (SLOPED 1/4"/FT.) 13 FLUID APPLIED MEMBRANE ROOFING SYSTEM OVER 1/4"/FT. SLOPED CAST IN PLACE CONCRETE ROOF SLAB, (SEE STRUCT. DWGS.) 15 LIGHTNING PROTECTION SYSTEM ACROSS ROOF OF BUILDING, (SEE ELECT. DWGS.) # 1/8" = 1'-0" A113 STAIR 1 ROOF WORKING A9 1/8" = 1'-0" A113 STAIR 2 ROOF WORKING B9 1/4" = 1'-0" A113 ROOF DETAIL - CRICKET/SCUPPER A6 No. Description Date CR ATS ATS ATS H 16 J 12.5 MATCHLINE 'A' GENERATOR EQUIPMENT 132 ELECTRICAL EQUIPMENT 133 MECHANICAL EQUIPMENT 134 3 24' - 6" 17' - 11 3/4" 19' - 0" 15' - 6 1/4" 2' - 0" 28' - 0" 10' - 0" 10,000 GALLON FUEL OIL STORAGE TANK 2 10,000 GALLON FUEL OIL STORAGE TANK 1 20' - 11" 6' - 4 1/2" 3' - 4 7/8" 4' - 0 1/8" 9' - 6 7/8" 6' - 3 3/4" 2' - 5 7/8" 3' - 0 1/2" 35' - 4 7/8" TRANSFORMER 132A 132B 133A 132C 134A 6 6 10 10 10 10 1. VERIFY IN FIELD LOCATION OF EXISTING WAPA ELECTICAL METER 2. VERIFY IN FIELD LOCATION OF EXISTING WAPA ELECTICAL MAIN DISCONNECT: 225 AMPS, 120 / 240 VOLT 3. UL USAGE CLASSIFICATION CLASS II - COMMERCIAL GENERAL ACCESS VEHICULAR GATE GENERAL ENLARGED PLAN & ELEVATION NOTES H 16 J 12.5 1/8" / FT. SLOPE 1 3 66' - 3 1/2" 31' - 4" 5' - 9 1/2" 10 21' - 8" 24' - 6" 6 MECHANICAL BUILDING REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A114 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room N.E. MECHANICAL BUILDING PLANS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A114 PLAN - N.E. MECHANICAL BUILDING A1 KEYNOTES - ELEVATION # DESCRIPTION 1 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 2 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE WALL 3 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE AT VERTICAL TAPERED "FIN" ELEMENT 4 POLISHED FACE 4x8x16 CMU VENEER MECHANICALLY ATTACHED TO C.I.P. CONC. WALL (PROVIDE CAST STONE CAP @ TOP) 5 GLAZED MASONRY VENEER RANDOM COLOR PATTERN (ANCHORED VIA DOVETAIL ANCHOR SYSTEM) TO CAST IN PLACE STRUCT. CONCRETE WALL (PROVIDE CAST STONE CAP @ TOP) 6 LOUVERED OPENING 7 1CC-500 COMPLIANT WIND AND IMPACT RESISTANT ALUM. GLAZING FRAME AND EXTERIOR DOOR SYSTEM 8 CAST IN PLACE CONCRETE FLOOR SLAB EXTENSION 9 VERTICAL/ HORIZONTAL SCORE JOINT IN STUCCO FINISH 10 CAST IN PLACE CONCRETE BATTERED WALL BASE, INTEGRAL TO WALL. TOTAL THICKNESS INCREASES 12" AT BASE OF WALL FROM STANDARD WALL THICKNESS. PROVIDE CAST STONE CAP AT TOP OF WALL (TYP) 11 SLOPED ROOF WITH FLUID APPLIED MEMBRANE ROOFING OVER CAST IN PLACE CONCRETE ROOF STRUCTURE 13 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE PROJECTION SURROUNDING WINDOW OPENING W/ TAPERED EDGES 14 CAST IN PLACE CONCRETE STAIR W/ STEEL PIPE RAILING 15 CAST IN PLACE CONCRETE VERTICAL TAPERED "BUTTRESS" ELEMENT 16 STEEL PIPE RAILING 17 ROOF DRAINAGE SCUPPER BOX & DOWNSPOUT 18 BUILDING EXPANSION JOINT, (SEE STRUCT. DWGS.) 19 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE STAIR OR RAMP W/ STEEL PIPE RAILING 20 SLURRY BRICK VENEER 21 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE COLUMN 22 CAST STONE CAP 23 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE BUTTRESS ELEMENT 24 METAL COPING PARAPET CAP FLASHING 25 CAST IN PLACE CONCRETE CANTILEVERED ROOF SLAB EXTENSION W/ CAST IN PLACE CONCRETE ROOF JOIST EXTENSIONS 1/4" = 1'-0" A114 ROOF PLAN - N.E. MECH. BUILDING C1 No. Description Date KEYNOTES - ROOF # DESCRIPTION 1 FLUID APPLIED MEMBRANE ROOFING SYSTEM OVER CAST IN PLACE CONCRETE ROOF STRUCTURE, (SEE STRUCT. DWGS.) 2 ROOF DRAINAGE CRICKET. COORDINATE 1/2"/FT. MIN. SLOPE TO ROOF SCUPPERS, (TYP) 3 ROOF DRAINAGE SCUPPER & DOWNSPOUT LOCATION- COORDINATE WITH DRAINAGE PIPING BELOW TO CISTERN OR AS DIRECTED BY CIVIL AND PLUMBING DRAWINGS 4 STEEL PIPE GUARDRAIL, PAINT, (SEE ____ DETAIL) 5 CURB/ DOOR THRESHOLD, (8" MIN. ABOVE ADJACENT MEMBRANE ROOFING, TYP) 6 REFER TO MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT INFORMATION 8 BUILDING EXPANSION JOINT 9 SEE ENLARGED PLANS FOR ROOF OVER STAIR/ MECHANICAL ROOM 10 6" CURB AT EDGE OF ROOF 11 METAL COPING CAP FLASHING 12 CRICKET, (SLOPED 1/4"/FT.) 13 FLUID APPLIED MEMBRANE ROOFING SYSTEM OVER 1/4"/FT. SLOPED CAST IN PLACE CONCRETE ROOF SLAB, (SEE STRUCT. DWGS.) 15 LIGHTNING PROTECTION SYSTEM ACROSS ROOF OF BUILDING, (SEE ELECT. DWGS.) 1. VERIFY IN FIELD LOCATION OF EXISTING WAPA ELECTICAL METER 2. VERIFY IN FIELD LOCATION OF EXISTING WAPA ELECTICAL MAIN DISCONNECT: 225 AMPS, 120 / 240 VOLT 3. UL USAGE CLASSIFICATION CLASS II - COMMERCIAL GENERAL ACCESS VEHICULAR GATE GENERAL ENLARGED PLAN & ELEVATION NOTES SECOND FLOOR 0' - 0" 1ST FLOOR -14' - 0" 15' - 9" 3' - 9 1/2" 31' - 9 1/2" 3 SECOND FLOOR 0' - 0" LANDING 1 7' - 0" 1ST FLOOR -14' - 0" 7' - 10" 9' - 2" 7' - 0" 6' - 0" 8' - 0" 1' - 7" 8' - 0" 14' - 8" SECOND FLOOR 0' - 0" 1ST FLOOR -14' - 0" G 1' - 1 3/4" 15' - 10 1/4" 3' - 9 1/2" 14' - 5 3/4" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A115 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room N.E. MECHANICAL BUILDING ELEVATIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 KEYNOTES - ELEVATION # DESCRIPTION 1 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 2 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE WALL 3 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE AT VERTICAL TAPERED "FIN" ELEMENT 4 POLISHED FACE 4x8x16 CMU VENEER MECHANICALLY ATTACHED TO C.I.P. CONC. WALL (PROVIDE CAST STONE CAP @ TOP) 5 GLAZED MASONRY VENEER RANDOM COLOR PATTERN (ANCHORED VIA DOVETAIL ANCHOR SYSTEM) TO CAST IN PLACE STRUCT. CONCRETE WALL (PROVIDE CAST STONE CAP @ TOP) 6 LOUVERED OPENING 7 1CC-500 COMPLIANT WIND AND IMPACT RESISTANT ALUM. GLAZING FRAME AND EXTERIOR DOOR SYSTEM 8 CAST IN PLACE CONCRETE FLOOR SLAB EXTENSION 9 VERTICAL/ HORIZONTAL SCORE JOINT IN STUCCO FINISH 10 CAST IN PLACE CONCRETE BATTERED WALL BASE, INTEGRAL TO WALL. TOTAL THICKNESS INCREASES 12" AT BASE OF WALL FROM STANDARD WALL THICKNESS. PROVIDE CAST STONE CAP AT TOP OF WALL (TYP) 11 SLOPED ROOF WITH FLUID APPLIED MEMBRANE ROOFING OVER CAST IN PLACE CONCRETE ROOF STRUCTURE 13 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE PROJECTION SURROUNDING WINDOW OPENING W/ TAPERED EDGES 14 CAST IN PLACE CONCRETE STAIR W/ STEEL PIPE RAILING 15 CAST IN PLACE CONCRETE VERTICAL TAPERED "BUTTRESS" ELEMENT 16 STEEL PIPE RAILING 17 ROOF DRAINAGE SCUPPER BOX & DOWNSPOUT 18 BUILDING EXPANSION JOINT, (SEE STRUCT. DWGS.) 19 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE STAIR OR RAMP W/ STEEL PIPE RAILING 20 SLURRY BRICK VENEER 21 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE COLUMN 22 CAST STONE CAP 23 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE BUTTRESS ELEMENT 24 METAL COPING PARAPET CAP FLASHING 25 CAST IN PLACE CONCRETE CANTILEVERED ROOF SLAB EXTENSION W/ CAST IN PLACE CONCRETE ROOF JOIST EXTENSIONS 1/4" = 1'-0" A115 ELEVATION - N.E. MECHANICAL YARD - EAST D1 1/4" = 1'-0" A115 ELEVATION - N.E. MECHANICAL YARD - NORTH A1 1/4" = 1'-0" A115 ELEVATION - N.E. MECHANICAL YARD - WEST B1 No. Description Date DN CR SECOND FLOOR 0' - 0" LANDING -1 -7' - 0" A2 A531 B1 A116 14 16 20 8 5' - 7" 6' - 2" 2 3/4" 7" SECOND FLOOR 0' - 0" LANDING -1 -7' - 0" A B A.2 14 5 16 2 7' - 0 3/4" 5' - 10" 7" A5 A116 20 10 201B SECOND FLOOR 0' - 0" LANDING -1 -7' - 0" 1ST FLOOR -14' - 0" 1 B1 A116 16 10 2 20 7" A A.2 B1 A116 10' - 2 91/128" 19' - 9" 7' - 11 1/4" 7' - 11" 8' - 3 1/4" A5 A116 4' - 8 3/4" 8' - 2" 16' - 5 1/2" 32' - 4 1/4" 5' - 7 1/4" 12' - 7 1/4" 2' - 2 1/4" 26' - 2 1/4" 2' - 0 3/4" 2' - 0 3/4" 2' - 0 3/4" 11 TREADS, 12 RISERS @ 249' 11' - 0" 20 10 14 MECH. YARD 201B 131A SECOND FLOOR 0' - 0" LANDING -1 -7' - 0" 1ST FLOOR -14' - 0" A B A.2 10 5 7 7" 1' - 0 3/4" 22' - 5" 2' - 0" 10' - 9 3/4" A116 B9 A5 A116 201B 16 A118 B1 MECH. YARD 131 1ST FLOOR -14' - 0" CONCRETE FLOOR SLAB (SEE STRUCT. DWGS.) CONCRETE BATTERED WALL PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE- RUN TO DAYLIGHT (TYP @ PERIMETER OF BLDG.) CONCRETE FOOTING, (SEE STRUCT. DWGS. FOR TOP OF FOOTING ELEVATION) CONT. DRAINAGE MAT OVER CONT. FLUID APPLIED WATERPROOFING MEMBRANE SYSTEM 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 1' - 0" SECOND FLOOR 0' - 0" LANDING -1 -7' - 0" 3' - 1 1/2" 1 1/2" 4" 3' - 11 1/2" 1' - 0 3/4" 6" 2' - 0 1/4" 4' - 0" 3' - 0" 2' - 2" 6 3/4" 5 1/4" 3' - 6" 4 1/2" 1. VERIFY IN FIELD LOCATION OF EXISTING WAPA ELECTICAL METER 2. VERIFY IN FIELD LOCATION OF EXISTING WAPA ELECTICAL MAIN DISCONNECT: 225 AMPS, 120 / 240 VOLT 3. UL USAGE CLASSIFICATION CLASS II - COMMERCIAL GENERAL ACCESS VEHICULAR GATE GENERAL ENLARGED PLAN & ELEVATION NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A116 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room S.E. MECHANICAL YARD & PATIO 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A116 ELEVATION - S.W. MECHANICAL YARD - SOUTH D5 1/4" = 1'-0" A116 ELEVATION - S.W. MECHANICAL YARD - WEST D1 1/4" = 1'-0" A116 ELEVATION - S.W. MECHANICAL YARD - NORTH B5 1/4" = 1'-0" A116 PLAN - S.W. MECHANICAL YARD A1 KEYNOTES - ELEVATION # DESCRIPTION 1 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 2 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE WALL 3 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE AT VERTICAL TAPERED "FIN" ELEMENT 4 POLISHED FACE 4x8x16 CMU VENEER MECHANICALLY ATTACHED TO C.I.P. CONC. WALL (PROVIDE CAST STONE CAP @ TOP) 5 GLAZED MASONRY VENEER RANDOM COLOR PATTERN (ANCHORED VIA DOVETAIL ANCHOR SYSTEM) TO CAST IN PLACE STRUCT. CONCRETE WALL (PROVIDE CAST STONE CAP @ TOP) 6 LOUVERED OPENING 7 1CC-500 COMPLIANT WIND AND IMPACT RESISTANT ALUM. GLAZING FRAME AND EXTERIOR DOOR SYSTEM 8 CAST IN PLACE CONCRETE FLOOR SLAB EXTENSION 9 VERTICAL/ HORIZONTAL SCORE JOINT IN STUCCO FINISH 10 CAST IN PLACE CONCRETE BATTERED WALL BASE, INTEGRAL TO WALL. TOTAL THICKNESS INCREASES 12" AT BASE OF WALL FROM STANDARD WALL THICKNESS. PROVIDE CAST STONE CAP AT TOP OF WALL (TYP) 11 SLOPED ROOF WITH FLUID APPLIED MEMBRANE ROOFING OVER CAST IN PLACE CONCRETE ROOF STRUCTURE 13 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE PROJECTION SURROUNDING WINDOW OPENING W/ TAPERED EDGES 14 CAST IN PLACE CONCRETE STAIR W/ STEEL PIPE RAILING 15 CAST IN PLACE CONCRETE VERTICAL TAPERED "BUTTRESS" ELEMENT 16 STEEL PIPE RAILING 17 ROOF DRAINAGE SCUPPER BOX & DOWNSPOUT 18 BUILDING EXPANSION JOINT, (SEE STRUCT. DWGS.) 19 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE STAIR OR RAMP W/ STEEL PIPE RAILING 20 SLURRY BRICK VENEER 21 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE COLUMN 22 CAST STONE CAP 23 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE BUTTRESS ELEMENT 24 METAL COPING PARAPET CAP FLASHING 25 CAST IN PLACE CONCRETE CANTILEVERED ROOF SLAB EXTENSION W/ CAST IN PLACE CONCRETE ROOF JOIST EXTENSIONS 1/4" = 1'-0" A116 SECTION - S.W. MECHANICAL YARD B1 3/4" = 1'-0" A116 SECTION - S.W. MECHANICAL YARD - BASE OF WALL B9 3/4" = 1'-0" A116 SECTION - S.W. MECHANICAL YARD - STAIR A5 No. Description Date UP DN A2 A531 A9 A304 10 B1 A116 A5 A116 12 TREADS, 13 RISERS @ 249' 12' - 0" 11 TREADS, 12 RISERS @ 248' 11' - 0" 22' - 6" 5' - 0" 21' - 7 1/4" 15' - 5 1/2" 5' - 0" 12' - 8" 10' - 0" 11' - 0" 4' - 10 1/4" 38' - 8" 56' - 1 1/4" D1 A117 SECOND FLOOR 0' - 0" LANDING -1 -7' - 0" 25.72° 20.18° 3' - 10" 7" 7" 5.55° SECOND FLOOR 0' - 0" 22' - 5 1/2" 5' - 0" 21' - 7 1/4" 7" 3' - 5 3/4" 3' - 10" 10" 2' - 11 3/4" ANSI A177 Section 505.4 Handrails: Must be 34"-38" above stair nosing 1. VERIFY IN FIELD LOCATION OF EXISTING WAPA ELECTICAL METER 2. VERIFY IN FIELD LOCATION OF EXISTING WAPA ELECTICAL MAIN DISCONNECT: 225 AMPS, 120 / 240 VOLT 3. UL USAGE CLASSIFICATION CLASS II - COMMERCIAL GENERAL ACCESS VEHICULAR GATE GENERAL ENLARGED PLAN & ELEVATION NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A117 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 2ND FLOOR - ACCESS PLANS & DETAILS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A117 PLAN - SOUTH EGRESS/RAMP/STAIR A1 1/4" = 1'-0" A117 ELEVATION - SOUTH EGRESS B1 3/8" = 1'-0" A117 SECTION - SOUTH RAMP D1 KEYNOTES - ELEVATION # DESCRIPTION 1 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 2 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE WALL 3 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE AT VERTICAL TAPERED "FIN" ELEMENT 4 POLISHED FACE 4x8x16 CMU VENEER MECHANICALLY ATTACHED TO C.I.P. CONC. WALL (PROVIDE CAST STONE CAP @ TOP) 5 GLAZED MASONRY VENEER RANDOM COLOR PATTERN (ANCHORED VIA DOVETAIL ANCHOR SYSTEM) TO CAST IN PLACE STRUCT. CONCRETE WALL (PROVIDE CAST STONE CAP @ TOP) 6 LOUVERED OPENING 7 1CC-500 COMPLIANT WIND AND IMPACT RESISTANT ALUM. GLAZING FRAME AND EXTERIOR DOOR SYSTEM 8 CAST IN PLACE CONCRETE FLOOR SLAB EXTENSION 9 VERTICAL/ HORIZONTAL SCORE JOINT IN STUCCO FINISH 10 CAST IN PLACE CONCRETE BATTERED WALL BASE, INTEGRAL TO WALL. TOTAL THICKNESS INCREASES 12" AT BASE OF WALL FROM STANDARD WALL THICKNESS. PROVIDE CAST STONE CAP AT TOP OF WALL (TYP) 11 SLOPED ROOF WITH FLUID APPLIED MEMBRANE ROOFING OVER CAST IN PLACE CONCRETE ROOF STRUCTURE 13 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE PROJECTION SURROUNDING WINDOW OPENING W/ TAPERED EDGES 14 CAST IN PLACE CONCRETE STAIR W/ STEEL PIPE RAILING 15 CAST IN PLACE CONCRETE VERTICAL TAPERED "BUTTRESS" ELEMENT 16 STEEL PIPE RAILING 17 ROOF DRAINAGE SCUPPER BOX & DOWNSPOUT 18 BUILDING EXPANSION JOINT, (SEE STRUCT. DWGS.) 19 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE STAIR OR RAMP W/ STEEL PIPE RAILING 20 SLURRY BRICK VENEER 21 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE COLUMN 22 CAST STONE CAP 23 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE BUTTRESS ELEMENT 24 METAL COPING PARAPET CAP FLASHING 25 CAST IN PLACE CONCRETE CANTILEVERED ROOF SLAB EXTENSION W/ CAST IN PLACE CONCRETE ROOF JOIST EXTENSIONS No. Description Date 3' - 6" 4' - 0" 7 1/2" 4 3/4" 1' - 0" SECOND FLOOR 0' - 0" 1ST FLOOR -14' - 0" REINF. CAST IN PLACE CONCRETE BATTERED WALL W/ 2-COAT DIRECT APPLIED SYNTHETIC STUCCO SYSTEM CONCRETE ROOF SLAB (SEE STRUCT.) ON REINF. CAST IN PLACE CONCRETE JOIST, (SEE STRUCT. DWGS.) OPEN STL. PIPE RAILING LAMBS TONGUE DECK DRAIN SPOUT CONCRETE FOOTING, (SEE STRUCT. DWGS. FOR TOP OF FOOTING ELEVATION) PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE- RUN TO DAYLIGHT (TYP @ PERIMETER OF BLDG.) 4" CAST STONE CAP ANSI A177 Section 505.7.1 Handrials: Must be between 1 1/4" and 2" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" 16 11 12.5 1. VERIFY IN FIELD LOCATION OF EXISTING WAPA ELECTICAL METER 2. VERIFY IN FIELD LOCATION OF EXISTING WAPA ELECTICAL MAIN DISCONNECT: 225 AMPS, 120 / 240 VOLT 3. UL USAGE CLASSIFICATION CLASS II - COMMERCIAL GENERAL ACCESS VEHICULAR GATE GENERAL ENLARGED PLAN & ELEVATION NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A118 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 2ND FLOOR - EXTERIOR DETAILS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1" = 1'-0" A118 GUARDRAIL - 42" A1 3" = 1'-0" A118 SECTION - S.W. MECHANICAL YARD - TOP OF WALL B1 3/4" = 1'-0" A118 WALL SECTION - SOUTHEAST ENTRANCE A6 1" = 1'-0" A118 SECTION - GAURDRAIL A5 1/4" = 1'-0" A118 ELEVATION - 911 ENTRANCE SOUTH C1 KEYNOTES - ELEVATION # DESCRIPTION 1 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 2 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE WALL 3 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE AT VERTICAL TAPERED "FIN" ELEMENT 4 POLISHED FACE 4x8x16 CMU VENEER MECHANICALLY ATTACHED TO C.I.P. CONC. WALL (PROVIDE CAST STONE CAP @ TOP) 5 GLAZED MASONRY VENEER RANDOM COLOR PATTERN (ANCHORED VIA DOVETAIL ANCHOR SYSTEM) TO CAST IN PLACE STRUCT. CONCRETE WALL (PROVIDE CAST STONE CAP @ TOP) 6 LOUVERED OPENING 7 1CC-500 COMPLIANT WIND AND IMPACT RESISTANT ALUM. GLAZING FRAME AND EXTERIOR DOOR SYSTEM 8 CAST IN PLACE CONCRETE FLOOR SLAB EXTENSION 9 VERTICAL/ HORIZONTAL SCORE JOINT IN STUCCO FINISH 10 CAST IN PLACE CONCRETE BATTERED WALL BASE, INTEGRAL TO WALL. TOTAL THICKNESS INCREASES 12" AT BASE OF WALL FROM STANDARD WALL THICKNESS. PROVIDE CAST STONE CAP AT TOP OF WALL (TYP) 11 SLOPED ROOF WITH FLUID APPLIED MEMBRANE ROOFING OVER CAST IN PLACE CONCRETE ROOF STRUCTURE 13 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE PROJECTION SURROUNDING WINDOW OPENING W/ TAPERED EDGES 14 CAST IN PLACE CONCRETE STAIR W/ STEEL PIPE RAILING 15 CAST IN PLACE CONCRETE VERTICAL TAPERED "BUTTRESS" ELEMENT 16 STEEL PIPE RAILING 17 ROOF DRAINAGE SCUPPER BOX & DOWNSPOUT 18 BUILDING EXPANSION JOINT, (SEE STRUCT. DWGS.) 19 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE STAIR OR RAMP W/ STEEL PIPE RAILING 20 SLURRY BRICK VENEER 21 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE COLUMN 22 CAST STONE CAP 23 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE BUTTRESS ELEMENT 24 METAL COPING PARAPET CAP FLASHING 25 CAST IN PLACE CONCRETE CANTILEVERED ROOF SLAB EXTENSION W/ CAST IN PLACE CONCRETE ROOF JOIST EXTENSIONS No. Description Date • SEE A600 SHEET SERIES FOR ADDITIONAL INFORMATION ON EXTERIOR STOREFRONT GLAZING, FRAME, AND DOOR SYSTEMS • ALL EXTERIOR STOREFRONT AND EXTERIOR DOOR SYSTEMS SHALL BE ICC-500 COMPLIANT, (SEE SPECS.) • REFERENCE SPECIFICATIONS FOR REQUIRED SAMPLE PANEL OF EXTERIOR MATERIALS, FLASHING CONDITIONS, ETC. GENERAL ELEVATION NOTES SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" A2 A301 A2 A302 7 2 11 7 20 11 16 4 14 8 3 13 10 25 A9 A304 2 16 3 1 11 4 5 6 7 9 PARAPET 'A' 44' - 2" PARAPET 'B' 48' - 0" 3.1 12.5 19 14 B1 A116 3 11 (BEYOND) 21 3 16 213A 2 23 (BEYOND) 3 (BEYOND) 3 SF3 SF5 SF4 SF4 SF5 SF5 SF5 SF5 SF5 SF5 SF5 SF5 SF7 SF9 SF11 SF11 SF13 SF13 SF14 SF15 SF15 SF15 SF15 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" C2 A301 C2 A302 A6 A305 3 5 7 11 16 11 20 7 25 17 4 10 13 17 (BEYOND) 10 H B C E D F G J C.1 A4 A303 F.2 E.2 F.3 F.4 F.5 A8 A303 PARAPET 'A' 44' - 2" A7 A304 PARAPET 'B' 48' - 0" E6 A303 E1 A303 A3 A305 A203 A6 18 A.2 20 10' - 0" 5' - 6" 21 14 11 128A 201B 10 11 (BEYOND) (BEYOND) 21 7 22 24 24 (BEYOND) 24 B.9 SF3 SF3 SF3 SF3 SF1 SF1 SF1 SF1 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF15 SF15 SF16 SF16 SF16 SF3 SF15 SF17 SF17 SF18 SF18 SF19 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A201 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room EXTERIOR ELEVATIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 KEYNOTES - ELEVATION # DESCRIPTION 1 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 2 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE WALL 3 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE AT VERTICAL TAPERED "FIN" ELEMENT 4 POLISHED FACE 4x8x16 CMU VENEER MECHANICALLY ATTACHED TO C.I.P. CONC. WALL (PROVIDE CAST STONE CAP @ TOP) 5 GLAZED MASONRY VENEER RANDOM COLOR PATTERN (ANCHORED VIA DOVETAIL ANCHOR SYSTEM) TO CAST IN PLACE STRUCT. CONCRETE WALL (PROVIDE CAST STONE CAP @ TOP) 6 LOUVERED OPENING 7 1CC-500 COMPLIANT WIND AND IMPACT RESISTANT ALUM. GLAZING FRAME AND EXTERIOR DOOR SYSTEM 8 CAST IN PLACE CONCRETE FLOOR SLAB EXTENSION 9 VERTICAL/ HORIZONTAL SCORE JOINT IN STUCCO FINISH 10 CAST IN PLACE CONCRETE BATTERED WALL BASE, INTEGRAL TO WALL. TOTAL THICKNESS INCREASES 12" AT BASE OF WALL FROM STANDARD WALL THICKNESS. PROVIDE CAST STONE CAP AT TOP OF WALL (TYP) 11 SLOPED ROOF WITH FLUID APPLIED MEMBRANE ROOFING OVER CAST IN PLACE CONCRETE ROOF STRUCTURE 13 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE PROJECTION SURROUNDING WINDOW OPENING W/ TAPERED EDGES 14 CAST IN PLACE CONCRETE STAIR W/ STEEL PIPE RAILING 15 CAST IN PLACE CONCRETE VERTICAL TAPERED "BUTTRESS" ELEMENT 16 STEEL PIPE RAILING 17 ROOF DRAINAGE SCUPPER BOX & DOWNSPOUT 18 BUILDING EXPANSION JOINT, (SEE STRUCT. DWGS.) 19 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE STAIR OR RAMP W/ STEEL PIPE RAILING 20 SLURRY BRICK VENEER 21 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE COLUMN 22 CAST STONE CAP 23 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE BUTTRESS ELEMENT 24 METAL COPING PARAPET CAP FLASHING 25 CAST IN PLACE CONCRETE CANTILEVERED ROOF SLAB EXTENSION W/ CAST IN PLACE CONCRETE ROOF JOIST EXTENSIONS 1/8" = 1'-0" A201 SOUTH ELEVATION - DD C2 1/8" = 1'-0" A201 WEST ELEVATION - DD A2 # No. Description Date • SEE A600 SHEET SERIES FOR ADDITIONAL INFORMATION ON EXTERIOR STOREFRONT GLAZING, FRAME, AND DOOR SYSTEMS • ALL EXTERIOR STOREFRONT AND EXTERIOR DOOR SYSTEMS SHALL BE ICC-500 COMPLIANT, (SEE SPECS.) • REFERENCE SPECIFICATIONS FOR REQUIRED SAMPLE PANEL OF EXTERIOR MATERIALS, FLASHING CONDITIONS, ETC. GENERAL ELEVATION NOTES SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" A2 A301 A2 A302 1 2 4 10 7 5 3 10 8 11 25 6 17 A9 A304 2 16 3 10 8 1 4 5 6 7 9 PARAPET 'A' 44' - 2" PARAPET 'B' 48' - 0" A203 A2 A204 A5 12.5 SF2 SF2 SF2 B1 A116 20 16 22 3 7 16 2 24 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF4 SF4 SF4 SF4 SF2 SF19 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" C2 A301 C2 A302 A6 A305 1 6 2 4 3 3 7 10 2 13 7 13 10 8 25 A1 A532 A B D G J A4 A303 F.2 E.2 F.3 F.4 F.5 A8 A303 PARAPET 'A' 44' - 2" A7 A304 PARAPET 'B' 48' - 0" E6 A303 E1 A303 A3 A305 18 A204 A2 A.2 23 22 24 21 11 (BEYOND) 22 (BEYOND) 8 2 B.9 SF3 SF3 SF3 SF3 SF1 SF1 SF1 SF1 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF3 SF6 SF6 SF8 SF8 SF10 SF10 SF12 SF12 SF17 SF17 SF18 SF18 10 7 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A202 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room EXTERIOR ELEVATIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 KEYNOTES - ELEVATION # DESCRIPTION 1 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 2 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE WALL 3 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE AT VERTICAL TAPERED "FIN" ELEMENT 4 POLISHED FACE 4x8x16 CMU VENEER MECHANICALLY ATTACHED TO C.I.P. CONC. WALL (PROVIDE CAST STONE CAP @ TOP) 5 GLAZED MASONRY VENEER RANDOM COLOR PATTERN (ANCHORED VIA DOVETAIL ANCHOR SYSTEM) TO CAST IN PLACE STRUCT. CONCRETE WALL (PROVIDE CAST STONE CAP @ TOP) 6 LOUVERED OPENING 7 1CC-500 COMPLIANT WIND AND IMPACT RESISTANT ALUM. GLAZING FRAME AND EXTERIOR DOOR SYSTEM 8 CAST IN PLACE CONCRETE FLOOR SLAB EXTENSION 9 VERTICAL/ HORIZONTAL SCORE JOINT IN STUCCO FINISH 10 CAST IN PLACE CONCRETE BATTERED WALL BASE, INTEGRAL TO WALL. TOTAL THICKNESS INCREASES 12" AT BASE OF WALL FROM STANDARD WALL THICKNESS. PROVIDE CAST STONE CAP AT TOP OF WALL (TYP) 11 SLOPED ROOF WITH FLUID APPLIED MEMBRANE ROOFING OVER CAST IN PLACE CONCRETE ROOF STRUCTURE 13 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE PROJECTION SURROUNDING WINDOW OPENING W/ TAPERED EDGES 14 CAST IN PLACE CONCRETE STAIR W/ STEEL PIPE RAILING 15 CAST IN PLACE CONCRETE VERTICAL TAPERED "BUTTRESS" ELEMENT 16 STEEL PIPE RAILING 17 ROOF DRAINAGE SCUPPER BOX & DOWNSPOUT 18 BUILDING EXPANSION JOINT, (SEE STRUCT. DWGS.) 19 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE STAIR OR RAMP W/ STEEL PIPE RAILING 20 SLURRY BRICK VENEER 21 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE COLUMN 22 CAST STONE CAP 23 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE BUTTRESS ELEMENT 24 METAL COPING PARAPET CAP FLASHING 25 CAST IN PLACE CONCRETE CANTILEVERED ROOF SLAB EXTENSION W/ CAST IN PLACE CONCRETE ROOF JOIST EXTENSIONS 1/8" = 1'-0" A202 NORTH ELEVATION - DD C2 1/8" = 1'-0" A202 EAST ELEVATION - DD A2 # No. Description Date SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" LANDING 1 7' - 0" LANDING 2 21' - 0" LANDING 3 35' - 0" LANDING -1 -7' - 0" 1ST FLOOR -14' - 0" C2 A302 BASEMENT -28' - 0" B A7 A304 A3 A305 19' - 2" A.2 14' - 0" 4' - 10" 1' - 5 3/4" 2' - 4 1/2" 3' - 7 1/2" 8' - 11" 7' - 9" 3' - 7 1/2" 2' - 4 3/4" 2' - 4 1/4" 3' - 0 3/4" 12' - 11 1/2" ELEV. PIT -32' - 0" 11' - 5" 11' - 1 1/2" 10' - 5 1/2" 4' - 11 1/2" 7' - 9" 3' - 0" 3' - 0" 13' - 9 1/4" 11' - 5" 8' - 5 1/4" 5' - 11" 4' - 1 1/4" 13' - 11 3/4" 11' - 1" 7' - 11 1/4" 5' - 10" 2' - 3 1/4" 1' - 0 1/4" 21' - 5 1/2" 20' - 3 3/4" 16' - 8 1/2" 15' - 6 3/4" 10' - 9 3/4" 7' - 10 1/4" 6' - 0 3/4" 3' - 1 1/4" 7' - 0" 4" SF19 201B 11 7 5 5 2 7 20 MECH. YARD 131 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" LANDING 1 7' - 0" LANDING 2 21' - 0" LANDING 3 35' - 0" LANDING -1 -7' - 0" 1ST FLOOR -14' - 0" A2 A302 BASEMENT -28' - 0" A9 A304 16 15 13 14 12.5 ELEV. PIT -32' - 0" 13' - 11 3/4" 11' - 1" 7' - 11 1/4" 5' - 10" 2' - 3 1/4" 1' - 0 1/4" 21' - 5 1/2" 20' - 3 3/4" 16' - 8 1/2" 15' - 6 3/4" 10' - 9 3/4" 7' - 10 1/4" 6' - 0 3/4" 3' - 1 1/4" 11' - 1" 7' - 9 1/4" 5' - 7" 11' - 5" 8' - 5 1/4" 5' - 11" 4' - 1 1/4" 1 1/4" 19' - 4" 1' - 3 3/4" 3' - 0" 4' - 11 1/2" 7' - 9" 10' - 5 1/2" 11' - 5" 11' - 1 1/2" 2' - 7 3/4" 11 3/4" 2' - 4 1/2" 1' - 5 3/4" 9' - 1" 3' - 0 3/4" 4' - 9" 3' - 7 1/2" 7' - 11" 2' - 1 3/4" 3' - 4" 2' - 6 1/2" 10' - 7" 11 5 20 2 SF19 133A 132C 132B • SEE A600 SHEET SERIES FOR ADDITIONAL INFORMATION ON EXTERIOR STOREFRONT GLAZING, FRAME, AND DOOR SYSTEMS • ALL EXTERIOR STOREFRONT AND EXTERIOR DOOR SYSTEMS SHALL BE ICC-500 COMPLIANT, (SEE SPECS.) • REFERENCE SPECIFICATIONS FOR REQUIRED SAMPLE PANEL OF EXTERIOR MATERIALS, FLASHING CONDITIONS, ETC. GENERAL ELEVATION NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A203 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room ENLARGED ELEVATION DETAILS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A203 ENLARGED ELEVATION - STAIR 1 A6 1/4" = 1'-0" A203 ENLARGED ELEVATION - STAIR 2 A2 KEYNOTES - ELEVATION # DESCRIPTION 1 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 2 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE WALL 3 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE AT VERTICAL TAPERED "FIN" ELEMENT 4 POLISHED FACE 4x8x16 CMU VENEER MECHANICALLY ATTACHED TO C.I.P. CONC. WALL (PROVIDE CAST STONE CAP @ TOP) 5 GLAZED MASONRY VENEER RANDOM COLOR PATTERN (ANCHORED VIA DOVETAIL ANCHOR SYSTEM) TO CAST IN PLACE STRUCT. CONCRETE WALL (PROVIDE CAST STONE CAP @ TOP) 6 LOUVERED OPENING 7 1CC-500 COMPLIANT WIND AND IMPACT RESISTANT ALUM. GLAZING FRAME AND EXTERIOR DOOR SYSTEM 8 CAST IN PLACE CONCRETE FLOOR SLAB EXTENSION 9 VERTICAL/ HORIZONTAL SCORE JOINT IN STUCCO FINISH 10 CAST IN PLACE CONCRETE BATTERED WALL BASE, INTEGRAL TO WALL. TOTAL THICKNESS INCREASES 12" AT BASE OF WALL FROM STANDARD WALL THICKNESS. PROVIDE CAST STONE CAP AT TOP OF WALL (TYP) 11 SLOPED ROOF WITH FLUID APPLIED MEMBRANE ROOFING OVER CAST IN PLACE CONCRETE ROOF STRUCTURE 13 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE PROJECTION SURROUNDING WINDOW OPENING W/ TAPERED EDGES 14 CAST IN PLACE CONCRETE STAIR W/ STEEL PIPE RAILING 15 CAST IN PLACE CONCRETE VERTICAL TAPERED "BUTTRESS" ELEMENT 16 STEEL PIPE RAILING 17 ROOF DRAINAGE SCUPPER BOX & DOWNSPOUT 18 BUILDING EXPANSION JOINT, (SEE STRUCT. DWGS.) 19 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE STAIR OR RAMP W/ STEEL PIPE RAILING 20 SLURRY BRICK VENEER 21 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE COLUMN 22 CAST STONE CAP 23 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE BUTTRESS ELEMENT 24 METAL COPING PARAPET CAP FLASHING 25 CAST IN PLACE CONCRETE CANTILEVERED ROOF SLAB EXTENSION W/ CAST IN PLACE CONCRETE ROOF JOIST EXTENSIONS # No. Description Date SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" A2 A301 BASEMENT -28' - 0" A2 A531 2 3 1 4 PARAPET 'A' 44' - 2" 1 11 2 7 17 17 8 8 4 2 3' - 0 1/2" 8' - 0 3/4" 16' - 9 1/4" 1' - 9 1/2" 6' - 9" 2' - 8 1/2" 7' - 4" 2' - 10" SF3 SF3 SF4 SF2 22 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" BASEMENT -28' - 0" A1 A532 H G J F.5 PARAPET 'A' 44' - 2" 2' - 11 3/4" 8' - 0 1/4" 17' - 8" 2' - 11" 6' - 9" 1' - 7" 1 11 6 3 1 SF3 SF3 SF3 SF1 4 22 8 • SEE A600 SHEET SERIES FOR ADDITIONAL INFORMATION ON EXTERIOR STOREFRONT GLAZING, FRAME, AND DOOR SYSTEMS • ALL EXTERIOR STOREFRONT AND EXTERIOR DOOR SYSTEMS SHALL BE ICC-500 COMPLIANT, (SEE SPECS.) • REFERENCE SPECIFICATIONS FOR REQUIRED SAMPLE PANEL OF EXTERIOR MATERIALS, FLASHING CONDITIONS, ETC. GENERAL ELEVATION NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A204 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room ENLARGED ELEVATION DETAILS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A204 ENLARGED ELEVATION - NORTH A5 1/4" = 1'-0" A204 ENLARGED ELEVATION - SOUTH A2 # KEYNOTES - ELEVATION # DESCRIPTION 1 ANODIZED ALUMINUM "VITEMA" SIGNAGE LETTERS 2 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE WALL 3 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE AT VERTICAL TAPERED "FIN" ELEMENT 4 POLISHED FACE 4x8x16 CMU VENEER MECHANICALLY ATTACHED TO C.I.P. CONC. WALL (PROVIDE CAST STONE CAP @ TOP) 5 GLAZED MASONRY VENEER RANDOM COLOR PATTERN (ANCHORED VIA DOVETAIL ANCHOR SYSTEM) TO CAST IN PLACE STRUCT. CONCRETE WALL (PROVIDE CAST STONE CAP @ TOP) 6 LOUVERED OPENING 7 1CC-500 COMPLIANT WIND AND IMPACT RESISTANT ALUM. GLAZING FRAME AND EXTERIOR DOOR SYSTEM 8 CAST IN PLACE CONCRETE FLOOR SLAB EXTENSION 9 VERTICAL/ HORIZONTAL SCORE JOINT IN STUCCO FINISH 10 CAST IN PLACE CONCRETE BATTERED WALL BASE, INTEGRAL TO WALL. TOTAL THICKNESS INCREASES 12" AT BASE OF WALL FROM STANDARD WALL THICKNESS. PROVIDE CAST STONE CAP AT TOP OF WALL (TYP) 11 SLOPED ROOF WITH FLUID APPLIED MEMBRANE ROOFING OVER CAST IN PLACE CONCRETE ROOF STRUCTURE 13 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE PROJECTION SURROUNDING WINDOW OPENING W/ TAPERED EDGES 14 CAST IN PLACE CONCRETE STAIR W/ STEEL PIPE RAILING 15 CAST IN PLACE CONCRETE VERTICAL TAPERED "BUTTRESS" ELEMENT 16 STEEL PIPE RAILING 17 ROOF DRAINAGE SCUPPER BOX & DOWNSPOUT 18 BUILDING EXPANSION JOINT, (SEE STRUCT. DWGS.) 19 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE STAIR OR RAMP W/ STEEL PIPE RAILING 20 SLURRY BRICK VENEER 21 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE COLUMN 22 CAST STONE CAP 23 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE BUTTRESS ELEMENT 24 METAL COPING PARAPET CAP FLASHING 25 CAST IN PLACE CONCRETE CANTILEVERED ROOF SLAB EXTENSION W/ CAST IN PLACE CONCRETE ROOF JOIST EXTENSIONS No. Description Date SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" A2 A301 A2 A302 BASEMENT -28' - 0" 980 SF CISTERN - 28'x35' w/ 11' WATER COLUMN (80,000 GAL.) PLANNER 322 DIRECTOR 431 JOINT UTILIZATION 222 JOINT UTILIZATION 118 A303 A1 A303 A6 A9 A304 16 10 1 4 5 6 7 9 PARAPET 'A' 44' - 2" PARAPET 'B' 48' - 0" 3.1 ASST. DIRECTOR 430 FUSION CENTER 323 12.5 CORRIDOR 434 CORRIDOR 327 OEC CORE 219 OEC CORE 117 B1 A116 327A 117A 434A CISTERN SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" C2 A301 C2 A302 LAUNDRY 306 M. BUNK ROOM 305 STORAGE 407 BREAK ROOM 408 TLT. 206 BREAKROOM 207 TLT./SHWR. 106 A6 A305 A303 A6 Sim A1 A532 A304 A3 H A B G J A4 A303 A8 A303 PARAPET 'A' 44' - 2" A7 A304 PARAPET 'B' 48' - 0" E6 A303 E1 A303 A3 A305 LOGISTICS 107 A.2 CORRIDOR 304 CIRC./WORK 204 PRINT AND STORAGE 104 CORRIDOR 404 MECHANICAL 501 • SEE A600 SHEET SERIES FOR ADDITIONAL INFORMATION ON ICC-500 COMPLIANT EXTERIOR STOREFRONT GLAZING, FRAME, AND DOOR SYSTEMS • REFER TO STRUCTURAL DRAWINGS FOR SPECIFIC FOUNDATION INFORMATION, TYPICAL. GENERAL NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A301 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room BUILDING SECTIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A301 BUILDING SECTION - DD 1 C2 1/8" = 1'-0" A301 BUILDING SECTION - DD 2 A2 No. Description Date SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" A2 A301 A2 A302 BASEMENT -28' - 0" PRINT AND STORAGE 104 EMERG. OPERATIONS CENTER 109 FLEX SUPPORT 421 DINING ROOM 314 A531 A1 A304 A5 2 16 3 10 8 1 4 5 6 7 9 15 13 14 PARAPET 'A' 44' - 2" PARAPET 'B' 48' - 0" MEDIA / COMM. ROOM 110 LOCKER / FLEXROOM 310 STORAGE 308 LAUNDRY 306 CALL CENTER 212 BREAKROOM 207 SECURE ACCESS 213 FINANCE 415 GRANTS 417 PUBLIC ASSISTANCE 419 DD HUMAN RESOURCES 411 STORAGE 407 KITCHEN 313 SQUAD LEADER 209 12.5 CIRC./WORK 204 CORRIDOR 304 FLEX OFFICE 409 DD PLAN & PREP 413 CORRIDOR 404 LOGISTICS 107 SECURITY OFFICE 214 STAIR 1 TOILET 312 B1 A116 407A 409A 306A 308A 413A 411A 415A 417A 419A 313A 312A 404A 213B 209A 207A 110A 107A 108A 310A 401A 301A 201A 101A 105A 109A 212A 315A MECHANICAL 501 MECHANICAL EQUIPMENT @ ROOFED MECHANICAL SPACE, (SEE MECH. DWGS.) MECHANICAL EQUIPMENT @ ROOFED MECHANICAL SPACE, (SEE MECH. DWGS.) DINING ROOM 314 TSUNAMI ALERT 211 STAIR 1 401 STAIR 1 301 STAIR 1 201 STAIR 1 101 FLEX 420 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" C2 A301 C2 A302 BASEMENT -28' - 0" TELECOMM. 217 TELECOM 112 DINING ROOM 314 FLEX SUPPORT 421 JOINT UTILIZATION 222 PLANNER 322 STAIR 2 TLT. 124 ELECT. 121 A6 A305 A532 A4 A1 A532 A534 A1 A304 A1 H A B D F G J A4 A303 F.2 E.2 F.3 F.4 F.5 A8 A303 PARAPET 'A' 44' - 2" PARAPET 'B' 48' - 0" E6 A303 A3 A305 A.2 ELEV. PIT -32' - 0" ELEV. FIRE PUMP HWH/ DW PUMP 004 P.INFO/OUTREACH/TSUNAMI 326 DIRECTOR 431 CONFERENCE ROOM 435 ELECT. 437 JOINT UTILIZATION 224 ELECT. 225 ELECT. 328 FLEX 324 PLANNING ASST. 320 JOINT UTILIZATION 223 COMMUNICATIONS - J/U 221 JOINT INFO./ PRESS - OPERATIONS - J/U 116 JOINT UTILIZATION 119 JOINT UTILIZATION 118 TOILET 432 COPY/ SUPPLY 427 SECURITY OFFICE 214 ELECT. 215 ELECT. 111 MEDIA / COMM. ROOM 110 437A 328A 225A 122A 127A 119B 119A 223A 222B 222A 221B 322A 324A 224B 224A 223B 221A 320A 427A 431A 435A 436A 429A 116B 118A 116A 215A 214A 111A 314A 313B 441A 332A MECHANICAL 500 230A MECHANICAL EQUIPMENT @ ROOFED MECHANICAL SPACE, (SEE MECH. DWGS.) 15' - 0" MIN. MECHANICAL EQUIPMENT 134 ELECTRICAL EQUIPMENT 133 MECHANICAL 501 STAIR 2 441 CONNECTOR CORRIDOR 207 ELEV. 115 ELEV. 160 ELEV. 224 ELEV. 002 • SEE A600 SHEET SERIES FOR ADDITIONAL INFORMATION ON ICC-500 COMPLIANT EXTERIOR STOREFRONT GLAZING, FRAME, AND DOOR SYSTEMS • REFER TO STRUCTURAL DRAWINGS FOR SPECIFIC FOUNDATION INFORMATION, TYPICAL. GENERAL NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A302 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room BUILDING SECTIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A302 BUILDING SECTION - DD 3 C2 1/8" = 1'-0" A302 STAIR 2 - SECTION 2 A2 CONFIRM WITH DEWBERRY IF WE NEED A PIPING / ELECTRICAL CHASE HERE No. Description Date SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" BASEMENT -28' - 0" DIRECTOR JOINT UTILIZATION JOINT UTILIZATION A320 C1 A307 B1 16 CONCRETE FLOOR/JOIST SYSTEM, (SEE STRUCT. DWGS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) REINF. C.I.P. CONCRETE WALL, (SEE STRUCT. DWGS.) R-4 MIN. (EPS) RIGID INSULATION 4" POLISHED CMU VENEER W/ CAST STONE @ HEAD OF OPENING, (TYP) DOVETAIL MASONRY VENEER ANCHORS @ 16" O.C. (IN BOTH DIRECTIONS)- COORDINATE W/ DOVETAIL SLOTS IN CIP CONCRETE FLUID APPLIED WEATHER BARRIER ON EXTERIOR FACE OF C.I.P. CONCRETE AIR SPACE CONCRETE ROOF/JOIST SYSTEM, (SEE STRUCT. DWGS.) FULLY ADHERED MEMBRANE ROOF SYSTEM, (SEE SPECS.) R-38 MIN. SPRAY FOAM INSULATION PLANNER A607 E7 A607 E7 CONCRETE FLOOR SLAB, (SEE STRUCT. DWGS.) 980 SF CISTERN - 28'x35' w/ 11' WATER COLUMN (80,000 GAL.) REINFORCED C.I.P. CONCRETE WALL, (SEE STRUCT. DWGS.) CONT. WATERPROOFING SYSTEM OVER CONCRETE CONSTRUCTION, (TYP @ CISTERN) CONCRETE FOOTING, (SEE STRUCT. DWGS. FOR TOP OF FOOTING ELEVATION) PARAPET WALL BEYOND EXTERIOR FACE OF CAST IN PLACE CONCRETE WALL, (SEE STRUCT.) 9' - 4" C.I.P. CONCRETE TAPERED "FIN" COLM. ELEMENT, (SEE EXT. ELEVS. & A4/A303) 1' - 0" 10' - 8" 1' - 8" 1' - 4" 4 1/2" 1' - 4" 4 1/2" ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) FINISH CEILING, (SEE RCP) FINISH CEILING, (SEE RCP) PARAPET 'A' 44' - 2" PARAPET 'B' 48' - 0" 1' - 0" CONCRETE FLOOR/ JOIST SYSTEM, (SEE STRUCT. DWGS.) PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE- RUN TO DAYLIGHT (TYP @ PERIMETER OF BLDG.) CONT. DRAINAGE MAT OVER CONT. FLUID APPLIED WATERPROOFING MEMBRANE SYSTEM A607 A4 A607 A7 A607 A7 CONT. FLASHING BELOW CAST STONE SILL, (TYP) 5/8" GWB ON 1-5/8" MTL. FRAMING 1' - 0" C.I.P. CONCRETE JOINT, (SEE STRUCT. DWGS.) CONT. WATERSTOP @ SLAB/WALL (TYP) ELEV. PIT -32' - 0" A307 A1 FINISH GRADE, (SLOPE AWAY FROM BLDG.)- SEE CIVIL DWGS. 6" CIP CONCRETE ROOF EDGE CURB @ HIGH END OF SLOPED ROOF FINISH CEILING, (SEE RCP) C.I.P. CONCRETE JOINT, (SEE STRUCT. DWGS.) C.I.P. CONCRETE JOINT, (SEE STRUCT. DWGS.) 6" 6"1' - 1" 1" 1' - 2" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" BASEMENT -28' - 0" A320 C5 A307 D6 A307 B6 FUSION CENTER OEC CORE OEC CORE CISTERN - 28'x35' w/ 11' WATER COLUMN (80,000 GAL.) 10 ASST. DIRECTOR ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) 4" POLISHED CMU VENEER REFER TO WALL SECTION A1/A303 FOR TYPICAL NOTES CONT. R-38 MIN. SPRAY FOAM INSULATION CONT. DRAINAGE MAT OVER CONT. FLUID APPLIED WATERPROOFING MEMBRANE SYSTEM PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE- RUN TO DAYLIGHT (TYP @ PERIMETER OF BLDG.) A607 E7 A607 E7 PARAPET 'A' 44' - 2" PARAPET WALL BEYOND CAST STONE VENEER @ HEAD OF OPENING (TYP) PARAPET 'B' 48' - 0" POLISHED CMU VENEER RETURN AT JAMBS OF OPENING (TYP) EXTERIOR HARDSCAPE, (SEE CIVIL) EXTERIOR FACE OF CAST IN PLACE CONCRETE WALL, (SEE STRUCT.) A607 A7 A607 A7 CONT. WATERSTOP @ SLAB / WALL (TYP) 7" ELEV. PIT -32' - 0" A307 A1 Sim ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) FINISH CEILING, (SEE RCP) TURN MEMBRANE ROOFING UP CANT & OVER PARAPET CAP (TYP) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 1' - 0" MEP FIRST FLOOR 306' - 0" MEP SECOND FLOOR 320' - 0" MEP THIRD FLOOR 334' - 0" MEP FOURTH FLOOR 348' - 0" MEP BASEMENT 292' - 0" MEP ROOF 362' - 0" • SEE A600 SHEET SERIES FOR ADDITIONAL INFORMATION ON EXTERIOR STOREFRONT GLAZING, FRAME, AND DOOR SYSTEMS GENERAL NOTES SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" LANDING 3 35' - 0" 1ST FLOOR -14' - 0" BASEMENT -28' - 0" 16 CONCRETE FLOOR/ JOIST SYSTEM, (SEE STRUCT. DWGS.) CONCRETE ROOF SYSTEM, (SEE STRUCT. DWGS.) FULLY ADHERED MEMBRANE ROOF SYSTEM, (SEE SPECS.) CONCRETE FLOOR SLAB, (SEE STRUCT. DWGS.) REINF. CAST IN PLACE CONCRETE WALL, (SEE STRUCT. DWGS.) CONCRETE FOOTING, (SEE STRUCT. DWGS. FOR TOP OF FOOTING ELEVATION) EXTERIOR FACE OF CAST IN PLACE CONCRETE WALL, (SEE STRUCT.) REFER TO WALL SECTION A1/A303 FOR TYPICAL NOTES 4.44° 4" POLISHED CMU VENEER W/ THROUGH WALL FLASHING & WEEPS MASONRY TIES @ 16" OC (IN BOTH DIRECTIONS) FLUID APPLIED WEATHER BARRIER ON C.I.P. CONC. AIR SPACE P.INFO/OUTREACH/TSUNAMI JOINT UTILIZATION ELECT. 4.00° FINISH CEILING, (SEE RCP) FINISH CEILING, (SEE RCP) FINISH CEILING, (SEE RCP) PARAPET 'A' 44' - 2" PROFILE OF C.I.P. CONC. WALL BEYOND 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE TAPERED "FIN" COLM. ELEMENT, (SEE EXT. ELEVS.) CONCRETE FLOOR/ JOIST SYSTEM, (SEE STRUCT. DWGS.) CONCRETE FLOOR/ JOIST SYSTEM, (SEE STRUCT. DWGS.) REINF. CONCRETE HAUNCH VENEER SUPPORT CONT. WATERPROOFING SYSTEM OVER CONC. CONSTRUCTION, (TYP @ CISTERN) CONT. FLASHING 6" CMU, GROUT FULL, (TYP) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER C.I.P. CONC., (SEE STRUCT.) 6" CIP CONCRETE ROOF EDGE CURB @ HIGH END OF SLOPED ROOF ELEV. PIT -32' - 0" A307 D3 7 1/2" 4 1/2" A307 A1 Sim A307 B3 5/8" GWB ON 1-5/8" MTL. FRAMING 1' - 1" 6" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" BASEMENT -28' - 0" 10 REINF. CAST IN PLACE CONCRETE WALL, (SEE STRUCT. DWGS.) 4" POLISHED CMU VENEER REFER TO WALL SECTION A1/A303 FOR TYPICAL NOTES CONT. R-38 MIN. SPRAY FOAM INSULATION CONT. DRAINAGE MAT OVER CONT. FLUID APPLIED WATERPROOFING MEMBRANE SYSTEM FINISH CEILING, (SEE RCP) FINISH CEILING, (SEE RCP) FINISH CEILING, (SEE RCP) SCUPPER COLLECTION BOX ENCLOSURE PARAPET 'A' 44' - 2" FULLY ADHERED MEMBRANE ROOF SYSTEM ON CONCRETE ROOF STRUCTURE EXTERIOR FACE OF CAST IN PLACE CONCRETE WALL, (SEE STRUCT.) PARAPET 'B' 48' - 0" CORRIDOR OEC CORE FUSION CENTER FLEX SPACE 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) NOTE: PROJECTION IS REDUCED TO ALLOW FOR DOWNSPOUT TO PASS BY (TYP @ EA. DOWNSPOUT LOCATION) DOWNSPOUT- ANCHOR AT EA. FLOOR SLAB & INTERMEDIATE ANCHORING AS SHOWN, (TYP) CONT. THROUGH WALL FLASHING & WEEPS PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE- RUN TO DAYLIGHT (TYP @ PERIMETER OF BLDG.) EXT. HARDSCAPE, (SEE CIVIL DWGS.) FIRE PUMP HWH/ DW PUMP SQUARE STAINLESS DOWNSPOUT- ANCHOR AT EA. FLOOR SLAB & INTERMEDIATE ANCHORING AS SHOWN, (TYP) STAINLESS DOWNSPOUT- ANCHOR AT EA. FLOOR SLAB & INTERMEDIATE ANCHORING AS SHOWN, (TYP) ELEV. PIT -32' - 0" A307 A1 Sim A308 A8 A308 B8 A308 D8 11' - 6 119/128" 2 1/4" ROUND STAINLESS STEEL DOWNSPOUT 6" CMU, GROUT FULL (TYP) REINF. CONC. HAUCH VENEER SUPPORT, (SEE STRUCT. DWGS.) ROUND STAINLESS DOWNSPOUT 1' - 0" MEP FIRST FLOOR 306' - 0" MEP SECOND FLOOR 320' - 0" MEP THIRD FLOOR 334' - 0" MEP FOURTH FLOOR 348' - 0" MEP BASEMENT 292' - 0" MEP ROOF 362' - 0" ROOF 42' - 0" 10 PARAPET 'A' 44' - 2" ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) CONT. R-38 MIN. SPRAY FOAM INSULATION IN BETWEEN AND BELOW CONC. ROOF JOISTS 1' - 4" CONT. CONCRETE CANT @ PERIMETER OF ROOF OVERHANG? ROOF JOIST EXTENSION W/ SLOPED END 4' - 5" CONT. MTL. COPING CAP FLASHING ROOF 42' - 0" 16 PARAPET 'A' 44' - 2" FULLY ADHERED MEMBRANE ROOF SYSTEM, (SEE SPECS.) CONCRETE ROOF JOIST EXTENSION W/ SLOPED END CAST IN PLACE CONCRETE CONSTRUCTION, (SEE STRUCT. DWGS.) 1' - 2" C.I.P. CONCRETE CURB REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A303 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room WALL SECTIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1 KEY NOTES - WALL SECTION # DESCRIPTION 1 - 1/4" = 1'-0" A303 WALL SECTION - NORTH 1A A1 1/4" = 1'-0" A303 WALL SECTION - NORTH 1B A6 1/4" = 1'-0" A303 WALL SECTION - CONC. BUTTRESS A4 1/4" = 1'-0" A303 WALL SECTION - SCUPPER/DOWNSPOUT A8 1/4" = 1'-0" A303 SECTION DETAIL - JOIST EXTENSION @ LOW END E6 1/4" = 1'-0" A303 SECTION DETAIL - JOIST EXTENSION @ HIGH END E1 No. Description Date 1 Schematic Design Date 1 • SEE A600 SHEET SERIES FOR ADDITIONAL INFORMATION ON EXTERIOR STOREFRONT GLAZING, FRAME, AND DOOR SYSTEMS GENERAL NOTES SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" T.O. ROOF AT STAIR 52' - 0" 1ST FLOOR -14' - 0" BASEMENT -28' - 0" A321 C5 A308 D1 A308 A1 16 15 PARAPET 'B' 48' - 0" 12'-0" (SEE STRUCT.) CAST IN PLACE CONCRETE PROJECTION 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) CONCRETE "FIN" ELEMENT BEYOND CONCRETE BUTTRESS (BEYOND) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO OVER BATTERED CAST IN PLACE CONCRETE BASE 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) FINISH CEILING, (SEE RCP) FINISH CEILING, (SEE RCP) ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) CAST IN PLACE CONCRETE PROJECTION (BEYOND) CAST STONE COPING 1' - 4" 1' - 4" 4 1/2" 1' - 4" 4 1/2" 1' - 4" 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) ELEV. PIT -32' - 0" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" BASEMENT -28' - 0" A321 C1 A A307 A8 A307 C8 PARAPET 'B' 48' - 0" EXTERIOR FACE OF CAST IN PLACE CONCRETE WALL, (SEE STRUCT.) PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE- RUN TO DAYLIGHT (TYP @ PERIMETER OF BLDG.) CONT. DRAINAGE MAT OVER CONT. FLUID APPLIED WATERPROOFING MEMBRANE SYSTEM A607 A7 ICC- 500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) FLUID APPLIED MEMBRANE ROOFING OVER C.I.P. CONCRETE CMU MASONRY VENEER THRU-WALL FLASHING W/ WEEPS 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) ICC- 500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) ICC- 500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) ELEV. PIT -32' - 0" REINF. CONCRETE HAUNCH VENEER SUPPORT, (SEE STRUCT. DWGS.) 6" CMU, GROUT FULL (TYP) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE ALSO AT TAPERED "FIN" COLM. ELEMENT, (SEE EXT. ELEVS.) CONCRETE FOOTING, (SEE STRUCT. DWGS.) LOGISTICS 107 STORAGE 407 LAUNDRY 306 BREAKROOM 207 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) RAILING BEYOND, SEE 2ND FLOOR PLAN FOR ENTRY PATIO INFORMATION 1' - 6" 1' - 6" 1' - 1" A.45 A.46 D1 A117 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" BASEMENT -28' - 0" A320 A6 A A307 D8 PARAPET 'B' 48' - 0" 2-COAT DIRECT APPLIED SYNTHETIC STUCCO OVER BATTERED CAST IN PLACE CONCRETE BASE SECURITY OFFICE 214 MEDIA / COMM. ROOM 110 DINING ROOM 314 FLEX SUPPORT 421 ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) CAST IN PLACE CONCRETE FLOOR/ JOIST, (SEE STRUCT.) ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) REINF. C.I.P. CONCRETE WALL, (SEE STRUCT. DWGS.) CONCRETE FLOOR SLAB, (SEE STRUCT. DWGS.) CONCRETE FOOTING, (SEE STRUCT. DWGS. FOR TOP OF FOOTING ELEVATION) CAST STONE COPING 4" 1' - 0" 1' - 4" 4 1/2" 1' - 4" 4 1/2" 4 1/2" 1' - 4" FLUID APPLIED MEMBRANE ROOFING SYSTEM OVER C.I.P. CONCRETE WALL AND ROOF, (TYP @ PARAPETS)- TURN MEMBRANE UP AND OVER PARAPET CAP (TYP) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) 5/8" GWB ON 1-5/8" MTL. FRAMING (TYP) 5/8" GWB ON 1-5/8" MTL. FRAMING CONT. SILL PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE- RUN TO DAYLIGHT (TYP @ PERIMETER OF BLDG.) FINISH GRADE, (SEE CIVIL DWGS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) CONT. DRIP CONT. DRIP 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) 1' - 0" 1' - 0" R-4 MIN. (EPS) RIGID INSUL. ELEV. PIT -32' - 0" A307 D8 Sim R-4 MIN. (EPS) RIGID INSULATION AT INT. FACE OF CONCRETE (TYP) CAST IN PLACE CONCRETE FLOOR/ JOIST, (SEE STRUCT.) 2' - 6" 1' - 0" 1' - 0" 5/8" ON 1-5/8" MTL. FRAMING R-4 MIN. (EPS) RIGID INSUL. D1 A117 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" BASEMENT -28' - 0" A321 A1 A A308 D3 A308 A3 PARAPET 'B' 48' - 0" 1' - 0" CAST STONE COPING REFER TO WALL SECTION 3/A304 FOR TYPICAL NOTES REINF. CAST IN PLACE CONCRETE BATTERED WALL W/ 2-COAT DIRECT APPLIED SYNTHETIC STUCCO SYSTEM CONCRETE ROOF SLAB (SEE STRUCT.) ON REINF. CAST IN PLACE CONCRETE JOIST, (SEE STRUCT. DWGS.) OPEN STL. PIPE RAILING LAMBS TONGUE DECK DRAIN SPOUT FLUID APPLIED MEMBRANE ROOFING OVER CAST IN PLACE CONCRETE ROOF STRUCTURE, (SEE STRUCT.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) CONCRETE FOOTING, (SEE STRUCT. DWGS. FOR TOP OF FOOTING ELEVATION) PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE- RUN TO DAYLIGHT (TYP @ PERIMETER OF BLDG.) 6" 4" FINISH CEILING, (SEE RCP) CAST STONE CAP ELEV. PIT -32' - 0" A118 A6 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" BASEMENT -28' - 0" 16 PARAPET 'B' 48' - 0" CAST IN PLACE CONCRETE BUTTRESS CAST STONE COPING 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) 1' - 0" 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) 1' - 4" FINISH GRADE, (SEE CIVIL DWGS.) ELEV. PIT -32' - 0" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A304 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room WALL SECTIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 KEY NOTES - WALL SECTION # DESCRIPTION 1 - 1 1/4" = 1'-0" A304 WALL SECTION - SOUTH 1C A5 1/4" = 1'-0" A304 WALL SECTION - SOUTH 1A A3 1/4" = 1'-0" A304 WALL SECTION - SOUTH 1B A1 1/4" = 1'-0" A304 WALL SECTION - 911 ENTRY A9 1/4" = 1'-0" A304 WALL SECTION - BUTTRESS A7 No. Description Date 1 Schematic Design Date 1 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" T.O. PARAPET 45' - 6" LANDING -1 -7' - 0" 1ST FLOOR -14' - 0" A2 A302 BASEMENT -28' - 0" A320 A1 A308 A6 8 15 13 12 14 PARAPET 'A' 44' - 2" PARAPET 'B' 48' - 0" 6" CONCRETE FLOOR SLAB, (TYP @ CONNECTOR 2ND, 3RD, AND 4TH FLOORS) FINISH CEILING, (SEE RCP) SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE AT STOREFRONT (BEYOND) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. C.I.P. CONC., (SEE STRUCT. DWGS.) FINISH CEILING, (SEE RCP) CONTINUOUS CAST STONE COPING CAP AT CONNECTOR FLUID APPLIED MEMBRANE ROOFING FLUID APPLIED MEMBRANE ROOFING OVER CAST IN PLACE CONCRETE STRUCTURE ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO OVER C.I.P. CONC. STRUCTURE, (SEE STRUCT. DWGS.) CONCRETE SLAB ON GRADE, (SEE STRUCT.) CONNECTOR CORRIDOR CONNECTOR CORRIDOR SECURE ACCESS OPEN OEC STAIR CORRIDOR CORRIDOR PIPING TUNNEL 12.5 ELEV. PIT -32' - 0" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" BASEMENT -28' - 0" 12 PARAPET 'B' 48' - 0" ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) FINISH CEILING, (SEE RCP) CONCRETE FLOOR/ JOIST SYSTEM, (SEE STRUCT. DWGS.) CORRIDOR CORRIDOR CONNECTOR CORRIDOR PIPING TUNNEL CONNECTOR CORRIDOR ICC-500 COMPLIANT GLAZING & FRAME SYSTEM, (SEE SPECS.) CONCRETE FLOOR/ JOIST SYSTEM, (SEE STRUCT. DWGS.) FINISH CEILING, (SEE RCP) ELEV. PIT -32' - 0" 318A 219A 114A • SEE A600 SHEET SERIES FOR ADDITIONAL INFORMATION ON EXTERIOR STOREFRONT GLAZING, FRAME, AND DOOR SYSTEMS GENERAL NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A305 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room WALL SECTIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A305 WALL SECTION - CONNECTOR/ ENTRY A6 1/4" = 1'-0" A305 WALL SECTION - CONNECTOR 2 A3 KEY NOTES - WALL SECTION # DESCRIPTION 1 - No. Description Date 1ST FLOOR -14' - 0" 16 ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) FINISH FLOOR AS SCHEDULED ELEVATED CONCRETE FLOOR STRUCTURE, (SEE STRUCT. DWGS.) CONT. SPECIALTY WATERPROOFING SYSTEM AT CISTERN, (SEE SPECS.) OVER REINF. CAST IN PLACE CONCRETE WALL (TYP) CONT. FLUID APPLIED WATERPROOF MEMBRANE OVER CONCRETE (TYP) CONT. DRAINAGE MAT TO FOUNDATION DRAINAGE BELOW CONT. BACKER ROD & SEALANT, (TYP) 1' - 2" 1" SECOND FLOOR 0' - 0" 10 11 FINISH FLOOR AS SCHEDULED CONT. BACKER ROD & SEALANT, (TYP) 4" POLISHED CMU VENEER CONT. DRIP 6" 1' - 1" 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. CAST IN PLACE CONCRETE STRUCTURE, (SEE STRUCT. DWGS.) 7 1/2" 4 1/2" STAINLESS STEEL FLASHING W/ WEEPS @ 24" OC MAX A607 A4 DOVETAIL SLOT & MASONRY VENEER ANCHORS @ 16" OC VERTICALLY & HORIZONTALLY (TYP) AIR SPACE, (TYP) ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) CONT. FLUID APPLIED WEATHER BARRIER 1ST FLOOR -14' - 0" 10 CONT. DRAINAGE MAT TO FOUNDATION DRAINAGE BELOW CONT. BACKER ROD & SEALANT, (TYP) EXTERIOR HARDSCAPE, (SEE CIVIL DWGS.) ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) CAST IN PLACE CONCRETE FLOOR SYSTEM, (SEE STRUCT.) 1' - 1" CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) THIRD FLOOR 14' - 0" A 6" 4 1/2" 1' - 4" ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) FINISH FLOOR AS SCHEDULED CONT. BACKER ROD & SEALANT, (TYP) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. CAST IN PLACE CONCRETE STRUCTURE, (SEE STRUCT. DWGS.) ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) CAST IN PLACE CONCRETE FLOOR STRUCTURE CAST IN PLACE CONCRETE STRUCTURE 2' - 0 53/64" CONT. DRIP A608 A1 A 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. CAST IN PLACE CONCRETE STRUCTURE, (SEE STRUCT. DWGS.) ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) CONT. BACKER ROD & SEALANT, (TYP) R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 5/8" GWB ON 1-5/8" MTL FRAMING CONT. DRIP 1' - 4" 4 1/2" 7 1/2" 8" A607 A7 1' - 0" 4 1/2" 2 3/4" SECOND FLOOR 0' - 0" A ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) R-4 MIN. (XPS) RIGID INSUL, (TYP) FINISH FLOOR AS SCHEDULED CONT. BACKER ROD & SEALANT, (TYP) 4" POLISHED CMU VENEER 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. CAST IN PLACE CONCRETE STRUCTURE, (SEE STRUCT. DWGS.) 3" 1' - 1" 1' - 4" 4 1/2" CONT. DRIP 7 1/2" 4 1/2" STAINLESS STEEL FLASHING W/ WEEPS @ 24" OC MAX A607 A4 DOVETAIL SLOT & MASONRY VENEER ANCHORS @ 16" OC VERTICALLY & HORIZONTALLY (TYP) CONTINUOUS FLASHING (MORTAR NET ABOVE, GROUT BELOW) AIR SPACE SECOND FLOOR 0' - 0" T.O. FOUNDATION WALL -1' - 0" 16 R-4 MIN. (XPS) RIGID INSUL, (TYP) FINISH FLOOR AS SCHEDULED OVER CONCRETE FLOOR SLAB 5/8" GWB ON 1-5/8" MTL FRAMING 4" POLISHED CMU VENEER 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. CAST IN PLACE CONCRETE 'FIN' STRUCTURE, (SEE STRUCT. DWGS. AND EXTERIOR ELEVATIONS) 1' - 0" 7 1/2" 4 1/2" 30.00° STAINLESS STEEL FLASHING W/ WEEPS @ 24" OC MAX. DOVETAIL SLOT & MASONRY VENEER ANCHORS @ 16" OC VERTICALLY & HORIZONTALLY (TYP) 4.44° AIR SPACE AIR SPACE, (TYP) 1' - 1" 6" 1' - 2" BASEMENT -28' - 0" 16 CONT. SPECIALTY WATERPROOFING SYSTEM AT CISTERN, (SEE SPECS.) OVER REINF. CAST IN PLACE CONCRETE WALL (TYP) CONT. WATERSTOP @ SLAB/WALL (TYP) CONCRETE FOOTING, (SEE STRUCT. DWGS. FOR TOP OF FOOTING ELEVATION) PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE- RUN TO DAYLIGHT (TYP. @ PERIMETER OF BLDG.) CONT. DRAINAGE MAT OVER CONT. FLUID APPLIED WATERPROOFING MEMBRANE SYSTEM 2' - 4" 1' - 1" 2" 1ST FLOOR -14' - 0" T.O. FOOTING -15' - 0" B.O. FOOTING -16' - 0" 4" POLISHED CMU VENEER CONCRETE FLOOR SLAB (SEE STRUCT. DWGS.) REINF. C.I.P. CONCRETE WALL (SEE STRUCT.) 6" CMU W/ FILLED CELLS (TYP) REINF. CONCRETE HAUNCH VENEER SUPPORT, (SEE STRUCT. DWGS.) THROUGH WALL FLASHING R-4 MIN. EPS RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP) 5/8" GWB ON 1-1/2" MTL FRAMING CONT. GROUT BELOW FLASHING CONT. MORTAR NET CONT. DRAINAGE MAT OVER CONT. FLUID APPLIED WATER- PROOFING MEMBRANE SYSTEM (CONTINUE TO BASE OF WALL @ FOUNDATION DRAINAGE- COORD. W/ CIVIL DWGS.) 6" 1' - 1" 2 3/4" FLASHING TAPE OVER THROUGH- WALL FLASHING SEALING @ CONT. FLUID APPLIED WEATHER BARRIER REINF. CAST IN PLACE CONC. WALL CONSTRUCTION, (SEE STRUCT. DWGS.) DOVETAIL SLOT & MASONRY VENEER ANCHORS @ 16" OC VERTICALLY & HORIZONTALLY REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A307 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room SECTION DETAILS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1 1/2" = 1'-0" A307 WALL DETAIL - NORTH 1A 1ST FLOOR B1 1 1/2" = 1'-0" A307 WALL DETAIL - NORTH 1B 2ND FLOOR D6 1 1/2" = 1'-0" A307 WALL DETAIL - NORTH 1B 1ST FLOOR B6 1 1/2" = 1'-0" A307 WALL DETAIL - KNUCKLE 3RD FLOOR D8 1 1/2" = 1'-0" A307 WALL DETAIL- DD_SOUTH WING 3RD FLOOR C8 1 1/2" = 1'-0" A307 WALL DETAIL - DD_SOUTH WING 2ND FLOOR A8 1 1/2" = 1'-0" A307 WALL SECTION - CONC. BUTTRESS 2ND FLOOR D3 1 1/2" = 1'-0" A307 WALL SECTION - NORTH 1A BASEMENT A1 1 1/2" = 1'-0" A307 WALL SECTION - CONC. BUTTRESS - 1ST FLOOR B3 No. Description Date FOURTH FLOOR 28' - 0" 16 CONT. BACKER ROD & SEALANT, (TYP) ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) REINF. CAST IN PLACE CONCRETE STRUCTURE AT FLOOR, (SEE STRUCT. DWGS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CONCRETE ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) CONTINUOUS DRIP 4 1/2" 1' - 4" 1' - 6" 10" (TYP) 4" 1' - 4 1/2" A608 A1 1ST FLOOR -14' - 0" 16 ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) SLOPED EXTERIOR SILL (TYP) INTERIOR SILL, (TYP) R-4 MIN. (XPS) RIGID INSUL, (TYP) 4.00° CONCRETE SLAB ON GRADE, (SEE STRUCT. DWGS.) FINISH GRADE, (SEE CIVIL DWGS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. CAST IN PLACE CONCRETE STRUCTURE, (SEE STRUCT. DWGS.) CONT. BACKER ROD & SEALANT, (TYP) 3 3/8" 1' - 4" THIRD FLOOR 14' - 0" A 1' - 0" 1CC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) FLUID APPLIED MEMBRANE ROOFING OVER CAST IN PLACE CONCRETE ROOF STRUCTURE 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. CAST IN PLACE CONCRETE STRUCTURE TURN FLUID APPLIED MEMBRANE ROOFING UP WALL 1' - 4 1/2" 4 1/2" 1' - 4" 4" CONT. DRIP 1ST FLOOR -14' - 0" FINISH GRADE, (SEE CIVIL DWGS.) PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE-RUN TO DAYLIGHT (TYP. @ PERIMTER OF BLDG.) CONCRETE FOOTING, (SEE STRUCT. DWGS FOR TOP OF FOOTING ELEVATION) CONT. DRAINAGE MAT TO FOUNDATION DRAINAGE BELOW CONCRETE SLAB (SEE STRUCT.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. CAST IN PLACE CONCRETE STRUCTURE, (SEE STRUCT. DWGS.) 1ST FLOOR -14' - 0" 8 ICC-500 COMPLIANT ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) FINISH FLOOR AS SCHEDULED CONT. BACKER ROD & SEALANT, (TYP) CONCRETE SLAB ON GRADE (SEE STRUCT.) 10 11 SCUPPER COLLECTION BOX ENCLOSURE R-4 MIN. EPS RIGID INSULATION 5/8" GWB ON 1-58" MTL FRAMING DOWNSPOUT-ANCHOR AT EA. FLOOR SLAB & INTERMEDIATE ANCHORING AS SHOWN, (TYP) DOWNSPOUT FINISH CEILING, (SEE RCP) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. CAST IN PLACE CONCRETE STRCUTURE, (SEE STRUCT. DWGS) 1' - 3 5/8" 2 1/4" 1' - 0" FOURTH FLOOR 28' - 0" 10 11 5/8" GWB ON 1-5/8" MTL FRAMING R-4 MIN. (XPS) RIGID INSULATION 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. CAST IN PLACE CONCRETE STRUCTURE, (SEE STRUCT. DWGS) 3/4" PLYWOOD SHEATHING DOWNSPOUT 1' - 3" 6" 1' - 0" SECOND FLOOR 0' - 0" T.O. FOUNDATION WALL -1' - 0" 10 11 5/8" GWB ON 1-5/8" MTL FRAMING R-4 MIN. (XPS) RIGID INSULATION 4" POLISHED CMU VENEER DOWNSPOUT DOWNSPOUT-ANCHOR AT EA. FLOORSLAB & INTERMEDIATE ANCHORING AS SHOWN, (TYP.) 2 COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER REINF. CAST IN PLACE CONCRETE STRUCTURE, (SEE STRUCT. DWGS) 1' - 1" 3" 4 1/2" 7 1/2" 1' - 0" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A308 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room SECTION DETAILS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1 1/2" = 1'-0" A308 WALL DETAIL - DD 3 4TH FLOOR D1 1 1/2" = 1'-0" A308 WALL DETAIL - DD 3 1ST FLOOR A1 1 1/2" = 1'-0" A308 WALL DETAIL- 911 ENTRY - 3RD FLOOR D3 1 1/2" = 1'-0" A308 WALL DETAIL - 911 ENTRY 1ST FLOOR A3 1 1/2" = 1'-0" A308 WALL DETAIL - CONNECTOR / ENTRY A6 1 1/2" = 1'-0" A308 WALL SECTION - DOWNSPOUT ROOF D8 1 1/2" = 1'-0" A308 WALL SECTION - DOWNSPOUT 4TH FLOOR B8 1 1/2" = 1'-0" A308 WALL SECTION - DOWNSPOUT 2ND FLOOR A8 No. Description Date 10 G 11 REINF. CAST IN PLACE CONC. WALL CONSTRUCTION, (SEE STRUCT. DWGS.) R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 5/8" GWB ON 1-5/8" MTL FRAMING OEC CORE NOTE: REFERENCE DETAIL D1/A310 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND MASONRY VENEER MASONRY VENEER NOTE: REFERENCE DETAIL D1/A309 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND POLISHED CMU VENEER POLISHED CMU VENEER 6" 1' - 6" 2 3/4" 1' - 1" 6" DOVETAIL ANCHOR SLOT & MASONRY VENEER TIES @ 16" OC HORIZ. & VERT (TYP) AIR SPACE CONT. FLUID APPLIED WEATHER BARRIER 1" 10 B REINF. CAST IN PLACE CONC. WALL CONSTRUCTION (SEE STRUCT. DWGS.) 5/8" GWB ON 1-5/8" MTL FRAMING R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE EMERG. OPERATIONS CENTER CONNECTOR CORRIDOR (C.I.P. CONC. WALL) 1' - 1" POLISHED CMU VENEER 6" 2 3/4" 2 3/4" NOTE: REFERENCE DETAIL D1/A309 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND POLISHED CMU VENEER 16 G MECH. REINF. CAST IN PLACE CONC. WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 5/8" GWB ON 1-5/8" MTL FRAMING 2 3/4" POLISHED CMU VENEER 1" 1' - 1" 2 3/4" 6" 6" NOTE: REFERENCE DETAIL D1/A309 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND POLISHED CMU VENEER RETURN CMU VENEER TO CONCRETE 16 REINF. CAST IN PLACE CONC. WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 5/8" GWB ON 1-5/8" MTL FRAMING R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 4 7/8" STORAGE ELECT. 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 1' - 2" 6" 2 3/4" 1' - 1" POLISHED CMU VENEER 2 3/4" NOTE: REFERENCE DETAIL D1/A309 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND MASONRY VENEER RETURN CMU TO CONCRETE WALL SEAL AND FLASH PER MFR 10 11 6" 1' - 1" 2 3/4" 5/8" GWB ON 1-5/8" MTL FRAMNG R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) REINF. CAST IN PLACE CONC. WALL CONSTRUCTION, (SEE STRUCT. DWGS.) POLISHED CMU VENEER ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS) CAULK (ALL SIDES) NOTE: REFERENCE DETAIL D1/A309 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND POLISHED CMU VENEER 16 F ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) CONT. SEALANT & BACKER ROD REINF. CAST IN PLACE CONC. WALL CONSTRUCTION, (SEE STRUCT. DWGS.) R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 5/8" GWB ON 1-5/8" MTL FRAMING POLISHED CMU VENEER NOTE: REFERENCE DETAIL D1/A309 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND POLISHED CMU VENEER 2 3/4" 6" 6" 16 E D NOTE: REFERENCE DETAIL D1/A309 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND POLISHED CMU VENEER POLISHED CMU VENEER REINF. CAST IN PLACE CONC. WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 1' - 1" 6" 1' - 2" 6" ELEV. A POLISHED CMU VENEER REINF. CAST IN PLACE CONC. WALL CONSTRUCTION, (SEE STRUCT. DWGS.) NOTE: REFERENCE DETAIL D1/A309 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND POLISHED CMU VENEER 5/8" GWB ON 1-5/8" MTL FRAMING 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 6" 1' - 1" 2 3/4" 9" 2 3/4" 6" A.46 R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) POLISHED CMU VENEER REINF. CAST IN PLACE CONC. WALL CONSTRUCTION, (SEE STRUCT. DWGS.) R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 5/8" GWB ON 1-5/8" MTL FRAMING 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE NOTE: REFERENCE DETAIL D1/A309 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND POLISHED CMU VENEER 2 3/4" 6" 1' - 1" 2 3/4" 1" 10 E D 11 POLISHED CMU VENEER REINF. CAST IN PLACE CONC. WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 5/8" GWB ON 1-5/8" MTL FRAMING R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 2-COAT DIRECT APPLED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE (BATTERED C.I.P. CONC. WALL) 2 3/4" 1' - 1" 2 3/4" 6" NOTE: REFERENCE DETAIL D1/A309 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND POLISHED CMU VENEER REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A309 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room PLAN DETAILS - LEVEL 1 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1 1/2" = 1'-0" A309 PLAN DETAIL - 1ST FLOOR STAIR 2A D1 1 1/2" = 1'-0" A309 PLAN DETAIL - 1ST FLOOR CORRIDOR A3 1 1/2" = 1'-0" A309 PLAN DETAIL - 1ST FLOOR STORAGE D3 1 1/2" = 1'-0" A309 PLAN DETAIL - 1ST FLOOR ELECTRIC D6 1 1/2" = 1'-0" A309 PLAN DETAIL - CORRIDOR B1 1 1/2" = 1'-0" A309 PLAN DETAIL - 1ST FLOOR ELEVATOR B3 1 1/2" = 1'-0" A309 PLAN DETAIL - 1ST FLOOR ELEVATOR 2 B6 1 1/2" = 1'-0" A309 PLAN DETAIL - 1ST FLOOR PRINT & STORAGE B8 1 1/2" = 1'-0" A309 PLAN DETAIL - 1ST FLOOR TOILET A1 1 1/2" = 1'-0" A309 PLAN DETAIL - 1ST FLOOR CORRIDOR 2 A6 No. Description Date 1 Schematic Design Date 1 H STOR. 10 REINF. CAST IN PLACE CONC. WALL CONSTRUCTION, (SEE STRUCT. DWGS.) R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF EXTERIOR CONCRETE WALLS, TYP) 5/8" GWB ON 1-5/8" MTL. FRAMING 6" (SHEAR WALL) 1' - 2" DOVETAIL ANCHOR SLOT & MASONRY VENEER TIES @ 16" OC HORIZ. & VERT (TYP) 6" 6" 2 3/4" 6" 6" 1' - 0" 2 3/4" CONT. FLUID APPLIED WEATHER BARRIER MASONRY VENEER (C.I.P. CONC.) 1' - 6" FACE OF VENEER FACE OF CONC. FACE OF CONCRETE NOTE: SEE STRUCT. DWGS. FOR ALL SPECIFIC CAST IN PLACE CONCRETE REINFORCING AND DOVETAIL ANCHORING SLOTS AIR SPACE 8" H STAIR 2 J NOTE: REFERENCE DETAIL D1/A310 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND MASONRY VENEER R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP) 5/8" GWB ON 1-5/8" MTL. FRAMING REINF. CAST IN PLACE CONCRETE WALL, (SEE STRUCT. DWGS.) 10" (C.I.P. CONC.) 1" 1' - 6" 6" (SHEAR WALL) 1' - 2" 2 3/4" 3/4" 3/4" 1/2" 2-HR FIRE RATED ASSEMBLY AS REQ'D., (SEE LIFE SAFETY PLANS) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE MASONRY VENEER CONT. FLUID APPLIED WEATHER BARRIER 12.5 3/4" CHAMFER AT EXPOSED OUTSIDE CORNERS OF C.I.P. CONCRETE, (TYP) H STAIR 2 16 J 5/8" GWB ON 7/8" HAT CHANNELS R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP) (C.I.P. CONC.) 1' - 2" 5/8" GWB ON 1-5/8" MTL. FRAMING ALIGN GWB ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) 2' - 0" FIRE RATED ASSEMBLY AS REQD., (SEE LIFE SAFETY PLANS) REINF. CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 1 1/2" 2' - 0" (SHEAR WALL) 1' - 2" 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 6" MASONRY VENEER CAULK, (ALL SIDES) NOTE: REFERENCE DETAIL D1/A310 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND MASONRY VENEER OEC CORE 10 REINF. CAST IN PLACE CONC. WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 5/8" GWB ON 1-5/8" MTL FRAMING R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP) 6" 6" 1' - 0" 2 3/4" ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) CAULK, (ALL SIDES) CORNER BEAD 5 1/8" MASONRY VENEER DOWNSPOUT NOTE: REFERENCE DETAIL D1/A310 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND MASONRY VENEER STAIR 2 TLT. OEC CORE G 5/8" GWB ON 1-5/8" MTL. FRAMING (SHEAR WALL) 1' - 2" (C.I.P. CONC. WALL) 8" 2-HR FIRE RATED ASSEMBLY AS REQ'D., (SEE LIFE SAFETY PLANS) 4 1/8" 6 1/8" 2 1/4" CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) STAIR 2 16 G R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP) R-4 MIN. EPS RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP) CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 5/8" GWB ON 1-5/8" MTL FRAMING 5/8" GWB ON 1-5/8" MTL FRAMING (C.I.P. CONC. WALL) 1' - 2" 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 2-HR FIRE RATED ASSEMBLY AS REQ'D., (SEE LIFE SAFETY PLANS) (SHEAR WALL) 1' - 2" 2 3/4" 1 1/2" COMMUNICATIONS - J/U ELEV. 16 F R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP) REINF. CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) - FIRE RATED ASSEMBLY AS REQD., SEE LIFE SAFETY PLANS 5/8" GWB ON 1-5/8" MTL FRAMING 2 3/4" (C.I.P. CONC. WALL) 1' - 2" 5/8" GWB ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) FINISH FLOORING AS SCHEDULED (C.I.P. CONC. WALL) 0" 1/4" 1 7/8" 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 5 1/8" 2-HR FIRE RATED ASSEMBLY AS REQ'D., (SEE LIFE SAFETY PLANS) 1' - 2" CAULK, (ALL SIDES) 1' - 2" FLEX B CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 5/8" GWB ON 1-5/8" MTL. FRAMING R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 2 3/4" (C.I.P. CONC.) 1' - 0" ELEV. D CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 1' - 2" 1' - 0" OEC CORE CONNECTOR CORRIDOR D 14 CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 5/8" GWB ON 1-5/8" MTL. FRAMING 1' - 4" 1' - 0" 1" CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 6" 12.00° 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) 2 3/4" CAULK, (ALL SIDES) 1' - 9" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A310 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room PLAN DETAILS - LEVEL 2 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1 1/2" = 1'-0" A310 PLAN DETAIL - STAIR 2A D1 1 1/2" = 1'-0" A310 PLAN DETAIL - STAIR 2B D3 1 1/2" = 1'-0" A310 PLAN DETAIL - STAIR 2C D6 1 1/2" = 1'-0" A310 PLAN DETAIL - STAIR 2D B1 1 1/2" = 1'-0" A310 PLAN DETAIL - STAIR 2E B3 1 1/2" = 1'-0" A310 PLAN DETAIL - STAIR 2F B6 1 1/2" = 1'-0" A310 PLAN DETAIL - ELEVATOR 1 B8 1 1/2" = 1'-0" A310 PLAN DETAIL - CORRIDOR CORNER A8 1 1/2" = 1'-0" A310 PLAN DETAIL - ELEVATOR 2 A1 1 1/2" = 1'-0" A310 PLAN DETAIL - ELEVATOR 3 A3 1 1/2" = 1'-0" A310 PLAN DETAIL - CORRIDOR WINDOW A6 No. Description Date 1 Schematic Design Date 1 TELECOMM. 16 B 5/8" GWB ON 1-5/8" MTL. FRAMING R-4 MIN. EPS RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) (SHEAR WALL) 1' - 4" 1' - 0" 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 2 3/4" 2 3/4" 50 SF ELECT. TELECOMM. SECURITY OFFICE 16 A7 A304 CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 5/8" GWB ON 1-5/8" MTL. FRAMING R-4 MIN. EPS RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) (SHEAR WALL) 1' - 4" 6" 12.00° 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) 2 3/4" CAULK, (ALL SIDES) 5/16" 1/16" SECURITY OFFICE 16 CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 6" 12.00° 12.00° 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE (C.I.P. CONC.) 1' - 2" (C.I.P. CONC.) 1' - 4" ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) CAULK, (ALL SIDES) 5/8" GWB ON 1-5/8" MTL. FRAMING A.2 SECURITY OFFICE A 16 CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 6" 12.00° 12.00° 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 1' - 4" (BATTERED C.I.P CONC. WALL) ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) 2 3/4" CAULK, (ALL SIDES) SECURITY OFFICE A (C.I.P. CONC.) 1' - 0" 12.00° 12.00° 1' - 0" 2' - 6" CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 5/8" GWB ON 1-5/8" MTL. FRAMING ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) CAULK, (ALL SIDES) A CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 5/8" GWB ON 1-5/8" MTL. FRAMING R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) 2 3/4" CAULK, (ALL SIDES) TSUNAMI ALERT SQUAD LEADER A 5/8" TUBE STEEL COLUMN, (SEE STRUCT. DWGS.) 5/8" GWB ON 1-5/8" MTL. FRAMING R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) (C.I.P. CONC.) 6" A.46 A SECURE ACCESS CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) R-4 MN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 5/8" GWB ON 1-5/8" MTL. FRAMING 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 2 3/4" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A311 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room PLAN DETAILS- LEVEL 2 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1 1/2" = 1'-0" A311 PLAN DETAIL - TELECOMM. CORNER D1 1 1/2" = 1'-0" A311 PLAN DETAIL - JUT OUT B3 1 1/2" = 1'-0" A311 PLAN DETAIL - WINDOW B1 1 1/2" = 1'-0" A311 PLAN DETAIL - SECURITY CORNER B8 1 1/2" = 1'-0" A311 PLAN DETAIL - STAIR 2 CORNER A1 1 1/2" = 1'-0" A311 PLAN DETAIL - STAIR 2 CORNER 2 A6 1 1/2" = 1'-0" A311 PLAN DETAIL - WINDOW 2 A8 1 1/2" = 1'-0" A311 PLAN DETAIL - SECURE ACCESS A3 No. Description Date 1 Schematic Design Date 1 MECH. A CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 5/8" GWB ON 1-5/8" MTL. FRAMING 2-HR FIRE RATED ASSEMBLY AS REQ'D., (SEE LIFE SAFETY PLANS) 2 3/4" 2 3/4" 6" MASONRY VENEER CONT. FLUID APPLIED WEATHER BARRIER (C.I.P. CONC. WALL) 1' - 6" NOTE: REFERENCE DETAIL D1/A310 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND MASONRY VENEER AT STAIR 2 ? STAIR 1 CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE 2-HR FIRE RATED ASSEMBLY AS REQ'D., (SEE LIFE SAFETY PLANS) SF19 ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 5/8" GWB ON 1-5/8" MTL. FRAMING 2 3/4" SHIM AS REQ'D. CONNECTOR CORRIDOR B CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 5/8" GWB (W/ CORNER BEAD) ON 1-5/8" MTL. FRAMING (C.I.P. CONC. WALL) 1' - 0" 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE BATTERED CONCRETE WALL BELOW 2 3/4" (C.I.P. CONC. WALL) 1' - 0" WALL PARTITION AS SCHEDULED 10 F.3 CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 5/8" GWB ON 1-5/8" MTL. FRAMING 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE DOWNSPOUT, (SEE ROOF PLAN FOR LOCATIONS) ROUND DOWNSPOUT TRANSITIONS TO RECTALINEAR DOWNSPOUT TO ROUND AGAIN - SEE EXTERIOR BUILDING ELEVATIONS 2 3/4" 1' - 0" 1' - 0" JAN. CIRC./WORK A REINF. CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 5/8" GWB ON 1-5/8" MTL. FRAMING R-4 MIN. (XPS) RIGID INSULATION (CONT. AT INTERIOR FACE OF CONCRETE, TYP.) 6" (C.I.P. CONC.) 2' - 0" ALUM. GLAZING & FRAME SYSTEM, (SEE SPECS.) 2 3/4" MASONRY VENEER SEALANT & BACKER ROD, (TYP) NOTE: REFERENCE DETAIL D1/A310 FOR TYPICAL NOTES REGARDING CONCRETE CONSTRUCTION AND MASONRY VENEER AT STAIR 2 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A312 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room PLAN DETAILS- LEVEL 2 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1 1/2" = 1'-0" A312 PLAN DETAIL - WINDOW 1 D3 1 1/2" = 1'-0" A312 PLAN DETAIL - STAIR 3 CORNER D6 1 1/2" = 1'-0" A312 PLAN DETAIL - CORRIDOR CORNER 2 B1 1 1/2" = 1'-0" A312 PLAN DETAIL - DOWNSPOUT B3 1 1/2" = 1'-0" A312 PLAN DETAIL - WINDOW 3 D1 No. Description Date 1 Schematic Design Date 1 A401 C1 D1 A1 B1 1' - 2 227/256" 6' - 0 1/4" 7' - 3 35/256" 7' - 1 7/8" 3' - 0" 7' - 5 1/8" 1' - 7" 1' - 10 1/4" 1' - 6 5/8" A401 A2 D2 C2 B2 CLEAR 2' - 6" CLEAR 5' - 0" CLEAR 5' - 0" CLEAR 4' - 11 1/4" CLEAR 5' - 0" CLEAR 2' - 6" CLEAR 4' - 0" 125A 124A CC2 CC4 CC7 CC1 CC3 CC5 CC7 CC2 CC1 CC3 CC4 CC5 G006 3 8 9 4' - 5 5/256" 1' - 10 1/4" 7' - 3 227/256" 1' - 3 5/8" 4' - 9 5/256" CLEAR 4' - 0" CLEAR 5' - 0" CLEAR 5' - 0" CLEAR 2' - 6" CLEAR 5' - 0" CLEAR 5' - 0" A401 D9 C9 A9 B9 A401 C8 D8 A8 B8 CC2 CC1 CC3 CC4 CC5 CC7 CC7 CC4 CC2 CC3 CC1 1' - 6 5/8" 4' - 9 1/8" 2' - 7 1/4" 8' - 11" 6' - 8 1/4" 3' - 0" 6' - 11" 1' - 6 3/4" 4' - 9" 2' - 7 1/4" CLEAR 2' - 6" CLEAR 4' - 4 1/4" CLEAR 5' - 0 1/8" CLEAR 4' - 9 1/2" CLEAR 5' - 0 1/8" CLEAR 2' - 6" CLEAR 4' - 0" CLEAR 5' - 0" A401 D6 A6 B6 C6 A401 A4 C4 D4 B4 205A 206A CC7 CC7 CC2 CC2 CC3 CC1 CC3 CC1 CC4 CC4 CC5 CC5 A405 D3 M32 CC5 CC2 CC3 CC1 CC4 8" 1' - 10" 3' - 4" 1' - 3" 1' - 3" 3' - 4" 3' - 0" 5" 1' - 1" M17 CC2 CC1 CC7 1' - 1 1/4" 2' - 0" 3' - 0 3/4" 1' - 6" 5" 2' - 7" 2' - 0" 3' - 0" CC7 M17 4' - 4" 125A 125A CC4 CC3 CC5 2' - 10" 3' - 6" 1. INSTALL IN-WALL BLOCKING FOR WALL HUNG ACCESSORIES PER MANUIF. REQUIREMENTS. 2. REFER TO A801 FOR MATERIAL FINISH INFORMATION AND SPECIFICATIONS. 3. PROVIDE 5/8" PAPERLESS, MOLD RESISTANT GYPSUM BOARD AT SCHEDULED WALL TYPE AT THE FOLLOWING LOCATIONS: TOILET ROOMS, WET WALLS, JANITOR CLOSETS. 4. REFER TO SHEET G003 FOR ACCESSORY MOUNTING HEIGHTS. 5. REFER TO C5/A803 FOR TILE BASE COVE PROFILE AND TOP TRIM DETAIL. TOILET GENERAL NOTES 4' - 4" 1' - 4 1/2" M32 CC7 CC2 CC3 1' - 6" 7" 1 1/4" 2' - 3 1/4" CC2 CC1 CC3 CC4 M19 CC5 M02 CC4 CC3 CC1 1' - 6" 2' - 10" 3' - 6" 124A M17 124A CC2 CC3 CC1 M32 2' - 2 3/4" 1/2" M17 205A M19 CC7 2' - 7 1/2" 2 1/2" 1' - 6" 3' - 0 1/4" CC5 CC4 CC5 CC4 CC2 CC1 CC3 M19 CC7 205A CC2 CC3 CC1 SF4 SF4 M19 CC4 CC5 CC2 M19 CC1 CC3 3' - 6" 2' - 10" 1' - 0 3/4" 2' - 0 3/4" 3' - 0 3/4" 1' - 6" CC7 CC4 CC5 206A M19 2' - 7 1/2" 2 1/2" 1' - 6" M17 206A CC2 CC3 CC1 CC5 CC4 M32 CC7 1' - 6" 4' - 5" 4' - 7 1/2" 6' - 5" CC3 CC1 CC2 7" 2' - 2 1/2" 3' - 0" 2' - 3" M17 M19 CC7 CC4 CC5 M19 1' - 8" 2' - 11" 1' - 5" CC7 CC5 M32 CC4 CC2 CC1 CC3 2' - 10" 3' - 6" 6' - 0" 3' - 0" 1' - 6" 1' - 0" CC2 CC3 CC1 2' - 9 1/2" M19 CC2 M19 3' - 0" 5' - 1" CC7 CC4 CC5 1' - 8" 4' - 4" 3' - 0" 3' - 5" 2' - 7 1/2" M17 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A401 August 18, 2022 Checker Author Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room ENLARGED BATHROOM PLANS, ELEVATIONS, & DETAILS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A401 ENLARGED TOILET ROOM FLOOR PLAN - 1ST FLOOR NORTH E1 1/4" = 1'-0" A401 ENLARGED TOILET ROOM FLOOR PLAN - 2ND, 3RD & 4TH FLOOR NORTH E6 1/4" = 1'-0" A401 ENLARGED TOILET ROOM FLOOR PLAN - 1ST & 2ND FLOOR SOUTH E3 1/2" = 1'-0" A401 TOILET ROOM E1 EAST - NORTH ELEVATION D1 1/2" = 1'-0" A401 TOILET ROOM E1 EAST - EAST ELEVATION C1 1/2" = 1'-0" A401 TOILET ROOM E1 EAST - SOUTH ELEVATION B1 1/2" = 1'-0" A401 TOILET ROOM E1 EAST - WEST ELEVATION A1 TOILET ACCESSORIES TYPE MARK DESCRIPTION Model COMMENTS CONTRACTOR PROVIDED / CONTRACTOR INSTALLED CC1 TOILET SEAT COVER DISPENSER HOSPECO HG-1-2, CC2 FLOOR MOUNTED WATER CLOSET W/ELONGATED BOWL & OPEN SEAT . REFER TO SHEET G003 FOR CONFIGURATION. H-WC AMERICAN STANDARD-2855.11 1 MANUAL FLUSH VALVE CC3 TOILET PAPER DISPENSER WAUSAU 88900 CC4 SOAP DISPENSER KLEENEX CASSETTE SKIN CARE SYSTEM CC5 MIRROR 24"X36" BRADLEY #781-024360 WALL MOUNTED ABOVE LAVATORIES CC7 HAND DRYER DYSON AIRBLADE V WITH V BLADE BACK PANEL COLOR SPRAYED NICKEL CC8 STEP N PULL FOOT OPERATED DOOR OPENER COLOR: SILVER 1/2" = 1'-0" A401 TOILET ROOM E1 WEST - NORTH ELEVATION D2 1/2" = 1'-0" A401 TOILET ROOM E1 WEST - EAST ELEVATION C2 1/2" = 1'-0" A401 TOILET ROOM E1 WEST - SOUTH ELEVATION B2 1/2" = 1'-0" A401 TOILET ROOM E1 WEST - WEST ELEVATION A2 1/2" = 1'-0" A401 TOILET ROOM E3 WEST - NORTH ELEVATION D6 1/2" = 1'-0" A401 TOILET ROOM E3 WEST - EAST ELEVATION C6 1/2" = 1'-0" A401 TOILET ROOM E3 WEST - SOUTH ELEVATION B6 1/2" = 1'-0" A401 TOILET ROOM E3 WEST - WEST ELEVATION A6 1/2" = 1'-0" A401 TOILET ROOM E3 EAST - NORTH ELEVATION C4 1/2" = 1'-0" A401 TOILET ROOM E3 EAST - EAST ELEVATION D4 1/2" = 1'-0" A401 TOILET ROOM E3 EAST - SOUTH ELEVATION B4 1/2" = 1'-0" A401 TOILET ROOM E3 EAST - WEST ELEVATION A4 1/2" = 1'-0" A401 TOILET ROOM E6 WEST - NORTH ELEVATION C9 1/2" = 1'-0" A401 TOILET ROOM E6 WEST - EAST ELEVATION D9 1/2" = 1'-0" A401 TOILET ROOM E6 WEST - SOUTH ELEVATION B9 1/2" = 1'-0" A401 TOILET ROOM E6 WEST - WEST ELEVATION A9 1/2" = 1'-0" A401 TOILET ROOM E6 EAST - NORTH ELEVATION D8 1/2" = 1'-0" A401 TOILET ROOM E6 EAST - EAST ELEVATION C8 1/2" = 1'-0" A401 TOILET ROOM E6 EAST - SOUTH ELEVATION B8 1/2" = 1'-0" A401 TOILET ROOM E6 EAST - WEST ELEVATION A8 No. Description Date 1. INSTALL IN-WALL BLOCKING FOR WALL HUNG ACCESSORIES PER MANUIF. REQUIREMENTS. 2. REFER TO A801 FOR MATERIAL FINISH INFORMATION AND SPECIFICATIONS. 3. PROVIDE 5/8" PAPERLESS, MOLD RESISTANT GYPSUM BOARD AT SCHEDULED WALL TYPE AT THE FOLLOWING LOCATIONS: TOILET ROOMS, WET WALLS, JANITOR CLOSETS. 4. REFER TO SHEET G003 FOR ACCESSORY MOUNTING HEIGHTS. 5. REFER TO C5/A803 FOR TILE BASE COVE PROFILE AND TOP TRIM DETAIL. TOILET GENERAL NOTES A402 D8 C8 B8 A8 CC3 CC2 432A CC7 CC4 M90 CC5 A402 D1 A402 D3 B1 C1 A1 B3 A3 C3 307A 100N 100M SF3 SF3 SF3 SF3 309A 100O 100P CC5 CC5 CC5 CC5 CC5 CC5 M17 CC2 CC3 CC3 CC4 CC4 CC4 CC4 CC4 CC4 CC3 CC1 CC2 CC3 CC1 TOILET/ SHWR RM 309 TOILET/ SHWR RM 307 A402 D9 C9 B9 A9 CC4 CC2 CC3 CC1 CC7 312A CC5 1' - 7 13/16" 5' - 1 15/16" 1' - 7 1/4" 8' - 5" 6' - 7 3/8" 6' - 6 3/4" 1' - 6 3/4" 5' - 3" 1' - 7 1/4" CLEAR 2' - 6" CLEAR 5' - 1 3/16" CLEAR 5' - 0" CLEAR 4' - 9 1/4" CLEAR 4' - 0" CLEAR 4' - 0" CLEAR 2' - 6" CLEAR 5' - 0" A402 C6 A402 C7 D7 B7 D6 A6 B6 CC5 CC4 CC7 A7 CC2 CC1 CC3 CC3 CC1 CC2 CC4 CC7 M17 406A 405A SF3 CC4 CC4 CC4 CC5 CC5 SF3 SF3 M90 CC5 CC5 CC7 8" 2' - 10" 2' - 11" 307A 1' - 11 1/2" 2' - 6" 2' - 6" 1' - 4 3/4" CC5 CC4 CC7 M17 4' - 4" 3' - 6 1/4" 2' - 7 1/4" 100N 100M 4' - 10" 1' - 10 1/2" 1' - 9" 10" M17 M17 M19 1' - 10" CC3 M19 307A CC5 SF3 SF3 CC4 CC5 M90 CC7 3' - 6" 2' - 10" 2' - 7 1/2" 2' - 10" 3' - 0" 3' - 5" 2' - 10" 6' - 5" CC4 CC7 309A M19 CC4 CC5 3' - 5" 3' - 0" 100O 100P CC5 CC7 M17 M19 M17 CC1 CC3 CC4 CC4 CC5 CC5 M17 CC5 CC7 CC2 CC1 CC3 M32 405A M17 CC2 M17 2' - 11 1/4" 405A M17 CC4 CC7 CC5 CC4 CC7 CC5 405A M17 M32 CC2 CC1 CC3 CC2 CC3 CC1 CC7 M19 SF3 M19 M02 406A M17 406A CC4 CC7 M17 CC5 CC7 CC5 406A M17 CC3 CC1 M17 CC4 CC2 CC3 M02 CC2 CC3 CC4 CC5 M02 432A M90 CC7 432A M02 CC4 CC5 432A M02 M02 312A M19 CC7 M19 CC4 CC5 1' - 8" 1' - 0" 1' - 11" 1' - 5" 3' - 7 3/4" 2' - 1" CC4 CC5 CC2 CC3 CC1 CX CC2 CC1 CC3 M19 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A402 August 18, 2022 Checker Author Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room ENLARGED BATHROOM PLANS, ELEVATIONS, & DETAILS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 TOILET ACCESSORIES TYPE MARK DESCRIPTION Model COMMENTS CONTRACTOR PROVIDED / CONTRACTOR INSTALLED CC1 TOILET SEAT COVER DISPENSER HOSPECO HG-1-2, CC2 FLOOR MOUNTED WATER CLOSET W/ELONGATED BOWL & OPEN SEAT . REFER TO SHEET G003 FOR CONFIGURATION. H-WC AMERICAN STANDARD-2855.11 1 MANUAL FLUSH VALVE CC3 TOILET PAPER DISPENSER WAUSAU 88900 CC4 SOAP DISPENSER KLEENEX CASSETTE SKIN CARE SYSTEM CC5 MIRROR 24"X36" BRADLEY #781-024360 WALL MOUNTED ABOVE LAVATORIES CC7 HAND DRYER DYSON AIRBLADE V WITH V BLADE BACK PANEL COLOR SPRAYED NICKEL CC8 STEP N PULL FOOT OPERATED DOOR OPENER COLOR: SILVER 1/4" = 1'-0" A402 ENLARGED TOILET ROOM FLOOR PLAN - 4TH FLOOR NORTH E5 1/4" = 1'-0" A402 ENLARGED TOILET ROOM FLOOR PLAN - 3RD SOUTH W/ SHOWERS E2 1/4" = 1'-0" A402 ENLARGED TOILET ROOM FLOOR PLAN - 3RD FLOOR SOUTH E7 1/4" = 1'-0" A402 ENLARGED TOILET ROOM FLOOR PLAN - 4TH FLOOR SOUTH E4 1/2" = 1'-0" A402 TOILET ROOM E2 WEST - NORTH ELEVATION D1 1/2" = 1'-0" A402 TOILET ROOM E2 WEST - EAST ELEVATION C1 1/2" = 1'-0" A402 TOILET ROOM E2 WEST - SOUTH ELEVATION B1 1/2" = 1'-0" A402 TOILET ROOM E2 WEST - WEST ELEVATION A1 1/2" = 1'-0" A402 TOILET ROOM E2 EAST - NORTH ELEVATION D3 1/2" = 1'-0" A402 TOILET ROOM E2 EAST - EAST ELEVATION C3 1/2" = 1'-0" A402 TOILET ROOM E2 EAST - SOUTH ELEVATION B3 1/2" = 1'-0" A402 TOILET ROOM E2 EAST - WEST ELEVATION A3 1/2" = 1'-0" A402 TOILET ROOM E4 WEST - NORTH ELEVATION D6 1/2" = 1'-0" A402 TOILET ROOM E4 WEST - EAST ELEVATION C6 1/2" = 1'-0" A402 TOILET ROOM E4 WEST - SOUTH ELEVATION B6 1/2" = 1'-0" A402 TOILET ROOM E4 WEST - WEST ELEVATION A6 1/2" = 1'-0" A402 TOILET ROOM E4 EAST - NORTH ELEVATION D7 1/2" = 1'-0" A402 TOILET ROOM E4 EAST - EAST ELEVATION C7 1/2" = 1'-0" A402 TOILET ROOM E4 EAST - SOUTH ELEVATION B7 1/2" = 1'-0" A402 TOILET ROOM E4 EAST - WEST ELEVATION A7 1/2" = 1'-0" A402 TOILET ROOM E5 - NORTH ELEVATION D8 1/2" = 1'-0" A402 TOILET ROOM E5 - EAST ELEVATION C8 1/2" = 1'-0" A402 TOILET ROOM E5 - SOUTH ELEVATION B8 1/2" = 1'-0" A402 TOILET ROOM E5 - WEST ELEVATION A8 1/2" = 1'-0" A402 TOILET ROOM E7 - NORTH ELEVATION D9 1/2" = 1'-0" A402 TOILET ROOM E7 - EAST ELEVATION C9 1/2" = 1'-0" A402 TOILET ROOM E7 - SOUTH ELEVATION B9 1/2" = 1'-0" A402 TOILET ROOM E7 - WEST ELEVATION A9 No. Description Date Refrigerator Refrigerator W/D W/D W/D W/D Refrigerator A403 D6 D4 D90 D1 12' - 0 3/4" 5' - 2 3/4" 3' - 7 3/4" BREAK 126 121A A403 C3 C1 C7 C5 8' - 7 1/2" 0" 8' - 5 1/4" 207A BREAKROOM 207 A405 D2 SF3 SF3 A403 B5 B1 B3 B7 15' - 5" 10' - 6 3/4" 2' - 6 1/2" 2' - 8" 2' - 8" 2' - 8" 2' - 1 1/4" 5' - 2 1/2" 4' - 0" 306A LAUNDRY 306 A403 A1 A2 A5 A7 11' - 5" 7' - 9 1/4" 2' - 1" BREAK ROOM 325 7' - 0" 30" 34" 4" 6" 10" 6" 24" 24" 36" 20 1/2" 20 1/2" 6 1/2" 2 1/2" 121A 4' - 2" 2' - 10" 124A 2' - 6" 1' - 8" 2' - 10" 122A 2' - 10" 10" 1' - 3 1/4" SF3 SF3 7' - 0" 24" 6" 10" 6" 4" 34" 24" 36" 20 1/2" 20 1/2" 30" 2 1/2" 6 1/2" 1' - 8" 2' - 10" 207A 2' - 10" 4" 48" 69 1/2" 62" SF5 SF5 2' - 10" 6' - 0" 6' - 0" 5" 2' - 3" 306A 6' - 0" 2' - 10" 24" 36" 33" 30" 10" 6" 4" 34" 6" 30" 4 1/2" 2 1/2" 6 1/2" 325A 8' - 3 1/4" 2' - 6" 1' - 8" 2' - 10" SF3 SF3 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A403 August 18, 2022 Checker Author Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room ENLARGED PLANS AND ELEVATIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A403 1ST FLOOR BREAKROOM ENLARGED PLAN E1 1/4" = 1'-0" A403 2ND FLOOR BREAKROOM ENLARGED PLAN E3 1/4" = 1'-0" A403 3RD FLOOR LAUNDRY ENLARGED PLAN E5 1/4" = 1'-0" A403 3RD FLOOR BREAKROOM ENLARGED PLAN E7 1/2" = 1'-0" A403 1ST FLOOR BREAKROOM - SOUTH ELEVATION D6 1/2" = 1'-0" A403 1ST FLOOR BREAKROOM - WEST ELEVATION D90 1/2" = 1'-0" A403 1ST FLOOR BREAKROOM - NORTH ELEVATION D1 1/2" = 1'-0" A403 1ST FLOOR BREAKROOM - EAST ELEVATION D4 1/2" = 1'-0" A403 2ND FLOOR BREAKROOM - EAST ELEVATION C3 1/2" = 1'-0" A403 2ND FLOOR BREAKROOM - SOUTH ELEVATION C5 1/2" = 1'-0" A403 2ND FLOOR BREAKROOM - WEST ELEVATION C7 1/2" = 1'-0" A403 2ND FLOOR BREAKROOM - NORTH ELEVATION C1 1/2" = 1'-0" A403 3RD FLOOR LAUNDRY - SOUTH ELEVATION B5 1/2" = 1'-0" A403 3RD FLOOR LAUNDRY - WEST ELEVATION B7 1/2" = 1'-0" A403 3RD FLOOR LAUNDRY - NORTH ELEVATION B1 1/2" = 1'-0" A403 3RD FLOOR LAUNDRY - EAST ELEVATION B3 1/2" = 1'-0" A403 3RD FLOOR BREAKROOM - NORTH ELEVATION A1 1/2" = 1'-0" A403 3RD FLOOR BREAKROOM - EAST ELEVATION A2 1/2" = 1'-0" A403 3RD FLOOR BREAKROOM - SOUTH ELEVATION A5 1/2" = 1'-0" A403 3RD FLOOR BREAKROOM - WEST ELEVATION A7 No. Description Date Refrigerator Vent Hood Refrigerator A404 B5 B3 B1 B8 A404 C4 C1 D7 C8 10' - 6 3/4" 17' - 1" 27' - 9" 19' - 2" 10' - 6 3/4" 10' - 11" 13' - 1 1/2" 6' - 2" 5' - 3 1/4" 314A 313A DINING ROOM 314 KITCHEN 313 315A A404 A1 A2 A4 A6 11' - 6 1/2" 5" 7' - 9 1/4" BREAK ROOM 408 7' - 0" 2 1/2" 6 1/2" 30" 30" 36" 24" 24" 6" 10" 6" 4" 34" 2' - 10" 1' - 8" 2' - 6" 408A 2' - 6" 1' - 8" 7' - 0" 2 1/2" 6 1/2" 24" 6" 10" 6" 4" 34" 24" 24" 36" 24" 30" 313A 3' - 0" 2' - 6" 1' - 8" 2' - 10" 313B 34" 4" 18" 6" 24" 15 1/2" 24" 7" 12" 7" 24" 36" SF5 SF5 3' - 0" 7' - 1 1/2" 2' - 6" 315A SF10 SF10 SF11 SF11 M90 314A REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A404 August 18, 2022 Checker Author Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room ENLARGED PLANS AND ELEVATIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A404 3RD FLOOR KITCHEN & DINING ENLARGED PLAN D1 1/4" = 1'-0" A404 4TH FLOOR BREAKROOM ENLARGED PLAN E7 1/2" = 1'-0" A404 4TH FLOOR BREAKROOM - NORTH ELEVATION A1 1/2" = 1'-0" A404 4TH FLOOR BREAKROOM - EAST ELEVATION A2 1/2" = 1'-0" A404 4TH FLOOR BREAKROOM - SOUTH ELEVATION A4 1/2" = 1'-0" A404 4TH FLOOR BREAKROOM - WEST ELEVATION A6 1/2" = 1'-0" A404 3RD FLOOR KITCHEN - NORTH ELEVATION B1 1/2" = 1'-0" A404 3RD FLOOR KITCHEN - EAST ELEVATION B3 1/2" = 1'-0" A404 3RD FLOOR KITCHEN - SOUTH ELEVATION B5 1/2" = 1'-0" A404 3RD FLOOR KITCHEN - WEST ELEVATION B8 1/2" = 1'-0" A404 3RD FLOOR DINING - NORTH ELEVATION D7 1/2" = 1'-0" A404 3RD FLOOR - EAST ELEVATION C1 1/2" = 1'-0" A404 3RD FLOOR DINING - SOUTH ELEVATION C4 1/2" = 1'-0" A404 3RD FLOOR DINING - WEST ELEVATION C8 No. Description Date 7' - 6" 2' - 1 1/2" A405 D5 2' - 0" 2' - 0" 2' - 10" 2' - 10" 2' - 0" 2' - 0" A405 D3 A405 D2 6' - 2 1/2" 2' - 1 1/2" 2' - 1 1/2" 4' - 1" 2' - 10" 2' - 0" 2' - 0" A405 D4 6' - 1" 2' - 1 1/2" 2' - 0" 2' - 0" 2' - 10" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A405 August 18, 2022 Checker Author Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room ENLARGED PLANS AND ELEVATIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A405 1ST FLR COPY/PRINT E5 1/2" = 1'-0" A405 2ND FLOOR CIRC/ WORK - WEST ELEVATION D3 1/2" = 1'-0" A405 1ST FLOOR COPY/ PRINT - WEST ELEVATION D5 1/4" = 1'-0" A405 2ND FLOOR CIRC/ WORK COUNTERS E3 1/2" = 1'-0" A405 2ND FLOOR CIRC/ WORK - EAST ELEVATION D2 1/4" = 1'-0" A405 4TH FLOOR COPY/ SUPPLY ENLARGED PLAN E4 1/2" = 1'-0" A405 4TH FLOOR COPY/ PRINT - NORTH ELEVATION D4 No. Description Date SINK REFER TO PLUMBING 3" DIA. OPENING @ ALL ADJOINING CASEWORK, TYP. FALSE DRAWER FRONT PLASTIC LAMINATE ON 3/4" MDF DOOR W/ CONCEALED HINGES. SEE FINISH SCHEDULE FOR PL SELECTION 1/4" MELAMINE BACK SIDES & BOTTOM BASE - REFER FINISH SCHEDULE DOOR PULL HARDWARE TO BE SELECTED BY ARCHITECT TOP OF SINK 2' - 10" MAX. 4" U.N.O. 2' - 1" 1 1/2" CLEAR SPACE PER ICC A117.1-2017, SECTION 306.3 2' - 4" 3/4" PLYWOOD WITH MITERED PLASTIC LAMINATE FINISH AT COUNTERTOP AND SPLASH. REFER TO ELEVATIONS AND FINISH SCHEDULE. DRAWER PULL HARDWARE TO BE SELECTED BY ARCHITECT DRAWER- MELAMINE INTERIOR PLASTIC LAMINATE ON 3/4" MDF DOOR W/ CONCEALED HINGES. SEE FINISH SCHEDULE FOR PL SELECTION 1/4" MELAMINE BACK SIDES & BOTTOM BASE - REFER FINISH SCHEDULE 3/4" MELAMINE SHELF 2' - 1" U.N.O. REFER TO ELEVATION DOOR PULL HARDWARE TO BE SELECTED BY ARCHITECT 1 1/2" 4" PLASTIC LAMINATE OR SOLID SURFACE COUNTERTOP & SPLASH - SEE FINISH SHEETS & SCHEDULE FOR MATERIAL SELECTION 1. REFER TO A400s SERIES FOR CASEWORK PLANS, ELEVATIONS, DETAILS, & SECTIONS. 2. REFER TO A111/A112/A113 FOR EQUIPMENT SCHEDULE AND A401 FOR ACCESSORY SCHEDULE. 3. DRAWER AND DOOR FRONTS TO BE 3/4" SUBSTRATE WITH 3MM PVC EDGE BANDING MATCHING ADJOINING LAMINATE AS CLOSE AS POSSIBLE. 4. ALL EXPOSED BACKSPLASH & COUNTER EDGES TO OVER HANG BASE CABINETS BY 1-1/2" AND BE EDGED WITH 3MM PVC EDGE BANDING. 5. CASEWORK NUMBERING SYSTEM IS BASED ON AWI CDS NUMBERING SYSTEM. 6. ALL DIMENSIONS TO BE FIELD VERIED BY CONTRACTOR AND/OR SUPPLIER PRIOR TO FABRICATION. 7. ALL EXPOSED CABINET SURFACES TO BE PLASTIC LAMINATE UNLESS NOTED OTHERWISE. SEE CASEWORK ELEVATIONS & FINISH MATERIALS LEGEND FOR PLASTIC LAMINATE SELECTIONS. 8. SEE SPECIFICATIONS FOR PLASTIC LAMINATE CONSTRUCTION. 9. ALL SOLID SURFACE COUNTERTOPS TO HAVE EASED EDGE UNLESS NOTED OTHERWISE. 10. PROVIDE MATCHING FILLER PANELS WHEREVER REQUIRED. MAXIMUM 3" WIDTH. 11. BASE CABINETS TO BE 2'-0" DEEP UNLESS NOTED OTHERWISE. 12. ALL COUNTERTOPS TO BE 2'- 1 1/2" 13. ALL SOLID SURFACE COUNTERTOPS TO BE SS-1, UNLESS NOTED OTHERWISE ON FINISH PLANS. 14. PROVIDE WORKSTATION BRACKETS AT ALL KNEE SPACE & APRON UNITS. LOCATE BRACKETS 4'-0" O.C. MAX. ALL UNDERCOUNTER SUPPORTS TO MEET ACCESSIBILITY CLEARANCE REQUIREMENTS. 15. THE CONTRACTOR SHALL COORDINATE THE WORK OF OTHER TRADES INSTALLED IN THE CASEWORK. & VERIFY THAT WORK IS PERFORMED IN ACCORDANCE WITH THE BEST PRACTICES OF EACH TRADE. 16. ALL BACKSPLASHES TO BE 4" HIGH UNLESS NOTED OTHERWISE. 17. ALL WALL HUNG CABINETS, INCLUDING OPEN SHELVING TO BE 1'-2" CLEAR INSIDE UNLESS NOTED OTHERWISE. 18. ALL BASE & & WALL MOUNTED CABINETS (INCLUDING OPEN SHELVING) TO HAVE ADJUSTABLE SHELVING UNLESS NOTED OTHERWISE. 19. SECURE ALL FREE STANDING CABINETS TO FLOOR AS REQUIRED FOR APPLICABLE CODES INCLUDING SEISMIC REQUIREMENTS. 20. AFTER CASEWORK IS PROPERLY SCRIBED TO WALL, ALL JOINTS AT TOPS OF CABINETS TO BE CAULKED WITH CLEAR SILICONE ADHESIVE CAULK. 21. COORDINATE CASEWORK WITH OWNER FURNISHED EQUIPMENT LOCATED WITHIN, ON, OR ADJACENT TO CASEWORK FOR SIZES & OPENING REQUIREMENTS. 22. SEE TYPICAL DETAILS FOR BLOCKING REQUIREMENTS. COORDINATE REQUIRED LOCATIONS WITH MANUFACTURER. 23. PROVIDE GROMMETS AS REQUIRED FOR ABOVE COUNTER ELECTRICAL APPLIANCES IN ALL CASEWOK. COLOR TO BE SELECTED BY ARCHITECT. 24. PROVIDE FINISHED END PANELS AT ALL EXPOSED SURFACES. FINISH IS PLASTIC LAMINATE UNLESS NOTED OTHERWISE.. REFER TO FINISH MATERIALS LEGEND FOR PLASTIC LAMINATE SELECTIONS. 25. CASEWORK BASES ARE 4" UNLESS OTHERWISE NOTED ON ELEVATIONS AND / OR DETAILS. 26. SEE FINISH MATERIALS LISTING FOR SPECIALTY HARDWARE. 27. WHERE SECTION TAGS ARE NOT SHOWN ON CASEWORK ELEVATIONS, REFER TO SPECIALTY MILLWORK ELEVATION SHEETS. CASEWORK NOTES PLASTIC LAMINATE ON 3/4" MDF DOOR W/ CONCEALED HINGES. SEE FINISH SCHEDULE FOR PL SELECTION 1/4" MELAMINE BACK SIDES & BOTTOM BASE - REFER FINISH SCHEDULE 3/4" MELAMINE SHELF 1' - 9" U.N.O. REFER TO ELEVATION DOOR PULL HARDWARE TO BE SELECTED BY ARCHITECT 1 1/2" 4" SOLID SURFACE COUNTERTOP AND SPLASH. DOUBLE EASED EDGE TREATMENT AT COUNTERTOP, TYP. REFER TO ELEVATIONS AND FINISH SCHEDULE. SOLID SURFACE COUNTERTOP AND SPLASH. DOUBLE EASED EDGE TREATMENT AT COUNTERTOP, TYP. REFER TO ELEVATIONS AND FINISH SCHEDULE. 8" MIN 11" MIN PL REMOVABLE PANEL ON PLYWOOD FRAMING REFER TO MFR STANDARD DETAIL. COORD WITH PLUMBING FOR ANGLE PL ON MDF APRON TOP OF SINK 2' - 10" MAX. 2' - 4" 6" 9" 1 1/2" CLEAR SPACE PER ICC A117.1-2017, SECTION 306.3 UNDERMOUNT SINK - REFER TO PLUMBING DRAWINGS INTERGRAL SOLID SURFACE BACKSPLASH DRAWER PULL HARDWARE TO BE SELECTED BY ARCHITECT DRAWER- MELAMINE INTERIOR PLASTIC LAMINATE ON 3/4" MDF DOOR W/ CONCEALED HINGES. SEE FINISH SCHEDULE FOR PL SELECTION 1/4" MELAMINE BACK SIDES & BOTTOM BASE - REFER FINISH SCHEDULE 3/4" MELAMINE SHELF 1' - 9" U.N.O. REFER TO ELEVATION DOOR PULL HARDWARE TO BE SELECTED BY ARCHITECT 1 1/2" 4" SOLID SURFACE COUNTERTOP AND SPLASH. DOUBLE EASED EDGE TREATMENT AT COUNTERTOP, TYP. REFER TO ELEVATIONS AND FINISH SCHEDULE. CASEWORK BELOW PL ON 3/4" MDF DOOR W/ CONCEALED HINGES. SEE FINISH SCHEDULE FOR PL SELECTION DOOR PULL HARDWARE PER ELEVATION PER ELEVATION 1" WHITE MELAMINE ON ALL INTERIOR SURFACES BRACE WITH 3 5/8" STUDS @ 4'-0" O.C. MAX AND AT CABINET ENDS 3 5/8" STUDS @ 16" O.C - SECURE TO DECK ABOVE GYP. BD. SOFFIT WHERE SHOWN ON RCP 1" 3/4" 1/4" 3/4" 3/4" 1' - 0" CASEWORK BELOW PL ON 3/4" MDF DOOR W/ CONCEALED HINGES. SEE FINISH SCHEDULE FOR PL SELECTION DOOR PULL HARDWARE PER ELEVATION PER ELEVATION 1" WHITE MELAMINE ON ALL INTERIOR SURFACES BRACE WITH 3 5/8" STUDS @ 4'-0" O.C. MAX AND AT CABINET ENDS 3 5/8" STUDS @ 16" O.C - SECURE TO DECK ABOVE GYP. BD. SOFFIT WHERE SHOWN ON RCP 1" 3/4" 1/4" 3/4" 3/4" 1' - 1" CLR. 1' - 3" PL ON 3/4" MDF DOOR W/ CONCEALED HINGES SEE FINISH SCHEDULE FOR PL SELECTION ELECTRICAL OUTLET- SEE E SERIES MICROWAVE SHELF, PL ON 3/4" MDF 1' - 3" PER ELEVATION 1' - 9" DOOR PULL HARDWARE 1" 1" BRACE WITH 3 5/8" STUDS @ 4'-0" O.C. MAX AND AT CABINET ENDS 3 5/8" STUDS @ 16" O.C - SECURE TO DECK ABOVE GYP. BD. SOFFIT WHERE SHOWN ON RCP CASEWORK BELOW WHITE MELAMINE ON ALL INTERIOR SURFACES PL ON ALL EXTERIOR FURFACES PER ELEVATION 1' - 0" 3/4" 3/4" U.N.O. 4" PER ELEVATIONS 1 1/2" 2' - 1" U.N.O. LINEN BIN / TRASH CAN PER OWNER DRAWER - COORDINATE DEPTH TO ACCEPT BINS CHOSEN BY THE OWNER SOLID SURFACE COUNTERTOP AND SPLASH. DOUBLE EASED EDGE TREATMENT AT COUNTERTOP, TYP. REFER TO ELEVATIONS AND FINISH SCHEDULE. DOOR PULL HARDWARE TO BE SELECTED BY ARCHITECT PLASTIC LAMINATE ON 3/4" MDF DOOR W/ CONCEALED HINGES. SEE FINISH SCHEDULE FOR PL SELECTION BASE - REFER TO FINISH SCHEDULE METAL STUDS AT 12" OC 1 1/2" PROVIDE BLOCKING AS REQ'D LEDGER WHERE REQ. L SHAPED COUNTER BRACKETS AS NEEDED, SEE SPECS 2' - 6" STEEL TRACK, FASTENED INTO CONCRETE SLAB W/ POWDER ACTUATED FASTENER @ 16" O.C. WITHIN 6" OF ENDS / OPENINGS FINISH FLOOR AND WALL BASE (BOTH SIDES) AS SCHEDULED EXISTING CONCRETE SLAB 2' - 6" 3/4" PLYWOOD WITH MITERED PLASTIC LAMINATE FINISH AT COUNTERTOP. REFER TO ELEVATIONS AND FINISH MATERIALS LEGEND. 3" DIA. GROMMET WHERE SHOWN ON PLAN BASE, REFER TO FINISH SCHEDULE OPEN KNEE SPACE PROVIDE BLOCKING AS REQ. LEDGER WHERE REQ. L SHAPE COUNTER BRACKETS, SEE SPECS. REFER TO ELEVATION 4" PL ON MDF APRON PLASTIC LAMINATE OR SOLID SURFACE COUNTERTOP & SPLASH - SEE FINISH SHEETS & SCHEDULE FOR MATERIAL SELECTION PL ON 3/4" MDF DOOR W/ CONCEALED HINGES; LOCKABLE DOORS. SEE FINISH SCHEDULE FOR PL SELECTION 3/4" MELAMINE ADJUSTABLE SHELVES BASE. SEE FINISH SCHEDULE 2X6 TREATED WOOD FRAME 1/4" MELAMINE BACK SIDES & BOTTOM DOOR PULL HARDWARE 7' - 0" 3' - 0" 3/4" MELAMINE FIXED SHELF 2' - 0" CABINET DEPTH 2' - 3" 3/4" 3/4" 3" WHITE MELAMINE AT ALL INTERIOR SURFACES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A451 August 18, 2022 Checker Author Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room CASEWORK SECTIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1" = 1'-0" A451 152 BASE CABINET ADA SINK E1 1" = 1'-0" A451 211 & 222 BASE CABINET TYP @ DOOR/DRAWER E3 1" = 1'-0" A451 102 BASE CABINET SINGLE DOOR E5 1" = 1'-0" A451 154 SLOPED FRONT ADA UNDERMOUNT SINK E7 1" = 1'-0" A451 223 BASE CABINET W/ DRAWER D1 1" = 1'-0" A451 301 TYPICAL UPPER CABINET 12" D3 1" = 1'-0" A451 301 TYPICAL UPPER CABINET 15" D5 1" = 1'-0" A451 326 UPPER @ MICROWAVE D7 1" = 1'-0" A451 BASE CABINET W/ PULL-OUT TRASH C1 1" = 1'-0" A451 TRANSACTION COUNTER @ OFFICE C3 1" = 1'-0" A451 COUNTERTOP OPEN KNEE C5 1" = 1'-0" A451 402 TALL STORAGE CABINET B7 No. Description Date SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" LANDING 1 7' - 0" LANDING 2 21' - 0" LANDING 3 35' - 0" T.O. PARAPET 45' - 6" T.O. ROOF AT STAIR 52' - 0" T.O. FOUNDATION WALL -1' - 0" LANDING -1 -7' - 0" 1ST FLOOR -14' - 0" A2 A531 A321 B5 A321 A5 2 3 1 4 PARAPET 'B' 48' - 0" STORAGE 407 CORRIDOR 404 CORRIDOR 304 CIRC./WORK 204 PRINT AND STORAGE 104 407A 405A CONCRETE FLOOR/JOIST SYSTEM, (SEE STRUCT. DWGS.) REINFORCED C.I.P. CONCRETE WALL, (SEE STRUCT. DWGS.) CONCRETE ROOF/JOIST SYSTEM, (SEE STRUCT. DWGS.) FULLY ADHERED MEMBRANE ROOF SYSTEM, (SEE SPECS.) R-38 MIN. SPRAY FOAM INSULATION TOWER WALL BEYOND 5/8" GWB ON 7/8" MTL. FURRING AIR SPACE BRICK VENEER CONCRETE FOOTING (SEE STRUCT. DWGS. FOR TOP OF FOOTING ELEVATION) REINFORCED C.I.P. CONCRETE WALL (SEE STRUCT. DWGS.) FLUID APPLIED WEATHER BARRIER ON EXTERIOR FACE OF C.I.P. CONCRETE DOVETAIL MASONRY VENEER ANCHORS @ 16" O.C. (IN BOTH DIRECTIONS) - COORDINATE W/ DOVETAIL VOIDS IN CONCRETE CONT. WATERSTOP @ SLAB/WALL (TYP) CONT. DRAINAGE MAT OVER CONT. FLUID APPLIED WATERPROOFING MEMEBRANE SYSTEM PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE - RUN TO DAYLIGHT (TYP @ PRIMETER OF BLDG.) 3.1 STAIR 1 301 • SEE A600 SHEET SERIES FOR ADDITIONAL INFORMATION ON EXTERIOR STOREFRONT GLAZING, FRAME, AND DOOR SYSTEMS GENERAL NOTES SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" LANDING 1 7' - 0" LANDING 2 21' - 0" LANDING 3 35' - 0" T.O. FOUNDATION WALL -1' - 0" LANDING -1 -7' - 0" 1ST FLOOR -14' - 0" C2 A302 A321 A8 A322 D1 A B PARAPET 'A' 44' - 2" PARAPET 'B' 48' - 0" 401A 301A 201A 101A CONCRETE FLOOR/JOIST SYSTEM (TYP.), (SEE STRUCT. DWGS.) REINFORCED C.I.P. CONCRETE WALL, (SEE STRUCT. DWGS.) CONCRETE ROOF/JOIST SYSTEM, (SEE STRUCT. DWGS.) FULLY ADHERED MEMBRANE ROOF SYSTEM, (SEE SPECS.) R-38 MIN. SPRAY FOAM INSULATION FINISH CEILING (SEE RCP) AIR SPACE BRICK VENEER CONCRETE FOOTING (SEE STRUCT. DWGS. FOR TOP OF FOOTING ELEVATION) REINFORCED C.I.P. CONCRETE WALL (SEE STRUCT. DWGS.) FLUID APPLIED WEATHER BARRIER ON EXTERIOR FACE OF C.I.P. CONCRETE DOVETAIL MASONRY VENEER ANCHORS @ 16" O.C. (IN BOTH DIRECTIONS) - COORDINATE W/ DOVETAIL VOIDS IN CONCRETE CONT. WATERSTOP @ SLAB/WALL (TYP) CONT. DRAINAGE MAT OVER CONT. FLUID APPLIED WATERPROOFING MEMEBRANE SYSTEM PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE - RUN TO DAYLIGHT (TYP @ PRIMETER OF BLDG.) SYNTHETIC STUCCO SYSTEM (SEE SPECS.) FLUID APPLIED WEATHER BARRIER ON EXTERIOR FACE OF C.I.P. CONCRETE (TYP.) 1' - 0" 6' - 8 1/2" 7' - 7" A.2 A.46 C2 A302 A2 A531 STAIR 1 101 MECH. 102 JAN. 103 101A 103A C2 A302 A2 A531 A SF19 A.2 A.46 STAIR 1 201 MECH. 202 JAN. 203 CIRC./WORK 204 201A 201B 203A C2 A302 A2 A531 A SF19 A.2 STAIR 1 301 MECH. 302 JAN. 203 CORRIDOR 304 301A 303A C2 A302 A2 A531 A SF19 SF15 A.2 A.46 401A 403A STAIR 1 401 MECH. 402 JAN. 403 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A531 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room STAIR1 - ENLARGED PLANS & SECTIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A531 STAIR 1 - SECTION A A1 1/4" = 1'-0" A531 STAIR 1 - SECTION B A2 No. Description Date 1/4" = 1'-0" A531 STAIR 1 - 1ST FLOOR PLAN A4 1/4" = 1'-0" A531 STAIR 1 - 2ND FLOOR PLAN A5 1/4" = 1'-0" A531 STAIR 1 - 3RD FLOOR PLAN C4 1/4" = 1'-0" A531 STAIR 1 - 4TH FLOOR PLAN C5 • SEE A600 SHEET SERIES FOR ADDITIONAL INFORMATION ON EXTERIOR STOREFRONT GLAZING, FRAME, AND DOOR SYSTEMS GENERAL NOTES A2 A302 A1 A532 H G J STOR. 333 CORRIDOR 327 TLT. 331 TLT. 330 MECH. 329 LANDING 5' - 2" (13 RISERS / 12 TREADS) 12' - 0" 5' - 0" 333A 332A STAIR 2 332 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" LANDING 1 7' - 0" LANDING 2 21' - 0" LANDING 3 35' - 0" T.O. PARAPET 45' - 6" T.O. ROOF AT STAIR 52' - 0" T.O. FOUNDATION WALL -1' - 0" LANDING -1 -7' - 0" 1ST FLOOR -14' - 0" BASEMENT -28' - 0" A1 A532 H A322 D6 G J PARAPET 'A' 44' - 2" PARAPET 'B' 48' - 0" CONCRETE FLOOR/JOIST SYSTEM (TYP.), (SEE STRUCT. DWGS.) REINFORCED C.I.P. CONCRETE WALL, (SEE STRUCT. DWGS.) CONCRETE ROOF/JOIST SYSTEM, (SEE STRUCT. DWGS.) FULLY ADHERED MEMBRANE ROOF SYSTEM, (SEE SPECS.) R-38 MIN. SPRAY FOAM INSULATION MASONRY VENEER AS SCHEDULED CONCRETE FOOTING (SEE STRUCT. DWGS. FOR TOP OF FOOTING ELEVATION) REINFORCED C.I.P. CONCRETE WALL (SEE STRUCT. DWGS.) DOVETAIL MASONRY VENEER ANCHORS @ 16" O.C. (IN BOTH DIRECTIONS) - COORDINATE W/ DOVETAIL VOIDS IN CONCRETE CONT. DRAINAGE MAT OVER CONT. FLUID APPLIED WATERPROOFING MEMEBRANE SYSTEM PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE - RUN TO DAYLIGHT (TYP @ PRIMETER OF BLDG.) 6" 332A 230A 127A SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" LANDING 1 7' - 0" LANDING 2 21' - 0" LANDING 3 35' - 0" T.O. PARAPET 45' - 6" T.O. ROOF AT STAIR 52' - 0" LANDING -1 -7' - 0" 1ST FLOOR -14' - 0" A2 A302 BASEMENT -28' - 0" A9 A304 A322 D3 16 10 11 15 13 12 14 PARAPET 'B' 48' - 0" CONCRETE FLOOR/JOIST SYSTEM (TYP.), (SEE STRUCT. DWGS.) REINFORCED C.I.P. CONCRETE WALL, (SEE STRUCT. DWGS.) CONCRETE ROOF/JOIST SYSTEM, (SEE STRUCT. DWGS.) FULLY ADHERED MEMBRANE ROOF SYSTEM, (SEE SPECS.) R-38 MIN. SPRAY FOAM INSULATION MASONRY VENEER AS SCHEDULED CONCRETE FOOTING (SEE STRUCT. DWGS. FOR TOP OF FOOTING ELEVATION) REINFORCED C.I.P. CONCRETE WALL (SEE STRUCT. DWGS.) DOVETAIL MASONRY VENEER ANCHORS @ 16" O.C. (IN BOTH DIRECTIONS) - COORDINATE W/ DOVETAIL VOIDS IN CONCRETE CONT. DRAINAGE MAT OVER CONT. FLUID APPLIED WATERPROOFING MEMEBRANE SYSTEM PERIMETER PERFORATED FOUNDATION DRAINAGE PIPE WRAPPED IN FILTER FABRIC & WASHED STONE - RUN TO DAYLIGHT (TYP @ PRIMETER OF BLDG.) 12.5 500A 442A 333A 229A 117A STAIR 2 332 STAIR 2 230 STAIR 2 127 MECHANICAL 500 STAIR 2 441 SYNTHETIC STUCCO SYSTEM (SEE SPECS.) (13 RISERS / 12 TREADS) 7' - 0" (13 RISERS / 12 TREADS) 7' - 0" 7' - 0" 7' - 0" 7' - 0" 14' - 0" 7' - 0" CAST IN PLACE CONCRETE STAIR W/ STEEL PIPE RAILING EXPOSED CAST IN PLACE CONCRETE STAIR W/ STEEL PIPE RAILING EXPOSED CAST IN PLACE CONCRETE STAIR W/ STEEL PIPE RAILING A2 A302 A1 A532 OEC CORE 117 TLT. 125 TLT. 124 MECH. 123 10' - 0" 117B 127A STAIR 2 127 5' - 2" (13 RISERS / 12 TREADS) 12' - 0" 5' - 0" A2 A302 A1 A532 H 16 10 G 11 12.5 007A STAIR 2 007 STORAGE 006 5' - 2" (13 RISERS / 12 TREADS) 12' - 0" 5' - 0" A2 A302 A1 A532 H 16 10 G 11 SF16 12.5 229A 230A STAIR 2 230 OEC CORE 219 TLT. 228 TLT. 227 STOR. 229 5' - 2" (13 RISERS / 12 TREADS) 12' - 0" 5' - 0" A2 A302 A1 A532 H 16 10 G 11 J 12.5 441A 442A STAIR 2 441 STORAGE 442 TLT. 440 TLT. 439 MECH. 438 CORRIDOR 434 5' - 2" (13 RISERS / 12 TREADS) 12' - 0" 5' - 0" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A532 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room STAIR 2 - ENLARGED PLANS & SECTIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A532 STAIR 2 - 3RD FLOOR D7 1/4" = 1'-0" A532 STAIR 2 - SECTION A A4 1/4" = 1'-0" A532 STAIR 2 - SECTION B A1 1/4" = 1'-0" A532 STAIR 2 - 1ST FLOOR B7 1/4" = 1'-0" A532 STAIR 2- GROUND FLOOR A7 No. Description Date 1/4" = 1'-0" A532 STAIR 2 - 2ND FLOOR PLAN C7 1/4" = 1'-0" A532 STAIR 2 - 4TH FLOOR PLAN E7 A2 A302 A6 A305 SF17 A533 A2 A1 A3 OPEN OEC STAIR 130 114A -9' - 4" A2 A302 A6 A305 SF17 A533 A2 A1 A3 CONNECTOR CORRIDOR 207 0' - 0" -4' - 8" -9' - 4" CAST IN PLACE CONCRETE STAIR & LANDING ALUM. STOREFRONT AS SCHEDULED HANDRAIL CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) ALUM. STOREFRONT AS SCHEDULED CAST IN PLACE CONCRETE STAIR & LANDING 13 14 4' - 8" 9' - 4" 13 14 CAST IN PLACE CONCRETE STAIR, INTEGRAL DYE, BRUSHED FINISH, SCHLUTER TREP-EFK TREADS CONTINUOUS HANDRAIL EXPOSED CAST IN PLACE CONCRETE WALL BEYOND, (SEE STRUCT.) ALUM. STOREFRONT AS SCHEDULED EXPOSED CAST IN PLACE CONCRETE WALL BEYOND, (SEE STRUCT.) CAST IN PLACE CONCRETE ROOF STRUCTURE, (SEE STRUCT. DWGS.) 4' - 8" 3' - 6" CAST IN PLACE CONCRETE COLUMNS, (SEE STRUCT.) GLASS RAIL SYSTEM NOMINAL 2X6 TOP RAIL A6 A305 9' - 4" 4' - 8" GENERAL REFERENCE PLAN NOTES • PROVIDE CONTINUOUS IN-WALL BLOCKING AS REQUIRED FOR ANY CABINETS OR WALL-MOUNTED EQUIPMENT AND ACCESSORIES AS INDICATED ON PLANS. • REFER TO SPECIFICATIONS FOR GYPSUM BOARD CONTROL JOINTS; GC SHALL EQUALLY SPACE VERTICAL CONTROL JOINTS ON ALL WALLS THAT EXCEED 25 LINEAR FEET IN LENGTH TO DIVIDE THE WALL INTO EQUALLY SPACED SECTIONS THAT ARE LESS THAN 25 LINEAR FEET IN LENGTH. WHERE CONTROL JOINTS ARE LOCATED OPPOSING WALLS IN ANY GIVEN SPACE, THEY SHALL BE ALIGNED AND SPACED SUCH THAT NO SECTION IS GREATER THAN 25 LINEAR FEET IN LENGTH. • SEE ENLARGED PLANS FOR FFE ITEMS. • GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. • REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. • FURNITURE & FURNITURE LAYOUT BY WB MASON CO FURNITURE VENDOR. REFER TO VENDOR DRAWINGS. • REFER TO A600'S FOR INTERIOR STOREFRONT AND WINDOW ELEVATIONS. • CONTRACTOR TO REVIEW SCOPE OF WORK WITH OTHER DISCIPLINES FOR COORDINATION - CONTACT ARCHITECT IF ANY CONDITIONS CONFLICT WITH SCOPE OF WORK OR ARE IN QUESTION. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A533 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room STAIR 3 - ENLARGED PLANS & SECTIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A533 STAIR 3 - 1ST FLOOR D1 1/4" = 1'-0" A533 STAIR 3 - 2ND FLOOR D2 1/2" = 1'-0" A533 STAIR 3 NORTH ELEVATION A1 1/2" = 1'-0" A533 STAIR 3 SOUTH ELEVATION A3 1/2" = 1'-0" A533 STAIR 3 EAST ELEVATION A2 No. Description Date SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" BASEMENT -28' - 0" A322 B1 A2 A534 E D F E.2 ELEV. PIT -32' - 0" ELEV. 221A 116A 427A • SEE A600 SHEET SERIES FOR ADDITIONAL INFORMATION ON ICC-500 COMPLIANT EXTERIOR STOREFRONT GLAZING, FRAME, AND DOOR SYSTEMS • REFER TO STRUCTURAL DRAWINGS FOR SPECIFIC FOUNDATION INFORMATION, TYPICAL. GENERAL NOTES A2 A302 A2 A534 16 E D F E.2 OEC CORE 219 COMMUNICATIONS - J/U 221 ELEV. SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" ROOF 42' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" A2 A302 BASEMENT -28' - 0" 16 ELEV. PIT -32' - 0" 434A 327A OEC CORE 219 ELEV. CORRIDOR 114 CORR. 001 ELEV. LOBBY 318 ELEV. LOBBY 425 CMU VENEER DIRECT APPLIED STUCCO FINISH ON CAST IN PLACE CONCRETE WALL, (SEE STRUCT. DWGS.) ELEVATOR DOOR OPENING, (COORD. W/ MFR) FIN. CEILING, (SEE RCP) CONCRETE FLOOR SYSTEM, (SEE STRUCT. DWGS.) CONCRETE FLOOR SYSTEM, (SEE STRUCT. DWGS.) CONCRETE FLOOR SYSTEM, (SEE STRUCT. DWGS.) OTIS: GEN 3 EDGE ELEVATOR IS BASIS OF DESIGN. ELEVATOR HOISTWAY WIDTH & DEPTH, DOOR LOCATION, PIT DEPTH ELEVATION, AND ALL RELATED WORK SHALL BE COORDINATED W/ MFR FINISH GRADE, (SEE CIVIL DWGS.) FIN. CEILING, (SEE RCP) FIN. CEILING, (SEE RCP) FIN. CEILING, (SEE RCP) ELEVATOR PIT- PROVIDE AS REQ'D PER ELEV. MFR. PROVIDE ACCESS LADDER PER ELEV. MFR A2 A302 A2 A534 16 E D F E.2 ELEV. LOBBY 318 PLANNING ASST. 320 ELEV. A2 A302 A2 A534 16 E D F E.2 ELEV. LOBBY 425 COPY/ SUPPLY 427 ELEV. A2 A302 A2 A534 16 E D F E.2 CORRIDOR 114 JOINT INFO./ PRESS - OPERATIONS - J/U 116 ELEV. A2 A302 A2 A534 16 E D F 15 E.2 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A534 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room ELEVATOR - ENLARGED PLANS & SECTIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A534 ELEVATOR SECTION - DD 'A' A1 1/4" = 1'-0" A534 ELEV. PLAN - 2ND FLOOR B5 1/4" = 1'-0" A534 ELEV. SECTION - LOOKING NORTH A2 1/4" = 1'-0" A534 ELEV. PLAN - 3RD FLOOR D4 1/4" = 1'-0" A534 ELEV. PLAN - 4TH FLOOR D5 1/4" = 1'-0" A534 ELEV. PLAN - 1ST FLOOR B4 No. Description Date 1/4" = 1'-0" A534 ELEV. PLAN - BASEMENT A4 3 ROW BARBED WIRE AS SPECIFIED - INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 1 5/8" O.D. TOP RAIL TOP RAIL WIRES AT 24" O.C. GENERAL NOTE: (Underlined notes are additional scope of work items.) A. Remove and replace +/- 4,256' LF (Linear Feet) (V.I.F.) by 8' - 0" H (High) galvanized chain link fencing. 1. All post shall be installed vertically. Where posts are installed on an inclined surface, the angle of the post shall be adjusted so that the post will be vertical. 2. All fencing shall be 2" Mesh, 9 Gauge Galvanized wire. 3. All post shall be Galvanized, Schedule 40 Steel pipe. 4" O.D. TERMINAL POST POST TIE WIRES AT 15" O.C. 1 5/8" O.D. BOTTOM RAIL HOOK BOLT (TYP.) STRETCHER BAR 4500 PSI CONCRETE 8' - 0" 4" MAX. TYP. 6" 4' - 0" TYP. TYP. 1' - 0" 2 7/8" O.D. LINE POST AT 8' - 0" O.C. FIELD VERIFY V TRACK CONDITION - REPLACE AS REQUIRED REFINISH EXISTING GUIDE POSTS - PAINTED BLACK PLACE WARNING SIGNS ON BOTH SIDES OF GATE IN CLEAR VIEW CONTINUOUS STEEL BASE RAIL INSTALL GATE STOPPER ON CONTINUOUS STEEL BASE RAIL (BOTH ENDS) INSTALL GATE STOPPER ON CONTINUOUS STEEL BASE RAIL (BOTH ENDS) NEW CHAIN LINK FENCE A560 02 ACCESS CONTROL DEVICE - INSTALL PER MANUFACTURER RECOMMENDATIONS REMOVE AND REPLACE OPERATOR WITH COMMERCIAL DC VEHICULAR SLIDE GATE OPERATOR MODEL HDSL24UL CLASS II - PROVIDE CONCRETE PAD - INSTALL PER MANUFACTURER RECOMMENDATIONS VERIFY IN FIELD 6' - 0" MINMUM REFINISH EXISTING FRONT ENTRANCE GATE - PAINTED BLACK 6" BOLLARD - SEE DETAIL 03 ON A1.01 - TYPICAL PHOTOELECTRIC SENSOR - TYPICAL ENTRAPMENT ZONE ENTRAPMENT ZONE CONCRETE PAD TO BE 6" ABOVE GROUND AND BELOW FROST LINE (REINFORCE CONCRETE REQUIRED) - ENSURE GATE IS CLEAR OF ANY OBSTRUCTIONS CONDUIT TRENCH TO BE 24" MAX. BELOW GROUND 2 7/8" O.D. LINE POST AT 8' - 0" O.C. 8' - 0" SECURITY SPIKES NEW CHAIN LINK FENCE 3 ROW BARBED WIRE AS SPECIFIED - INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS REMOVE AND REPLACE OPERATOR WITH COMMERCIAL DC VEHICULAR SLIDE GATE OPERATOR MODEL HDSL24UL CLASS II - PROVIDE CONCRETE PAD - INSTALL PER MANUFACTURER RECOMMENDATIONS REFINISH EXISTING FRONT ENTRANCE GATE - PAINTED BLACK 2" WIDE, WHITE REFLECTIVE TAPE 6" DIA. SCHED. 40 GALV. STEEL PIPE. FILL SOLID WITH CONCRETE PROVIDE A HIGH DENSITY POLYETHYLENE POST SLEEVE, YELLOW WITH WHITE TAPE FULL HEIGHT BY POST GUARD OR EQUAL. CONCRETE FOOTING SLOPE AWAY FROM POST EXISTING GRADE CONDITIONS 3' - 0" 4' - 3" 2" 2" 2" 1' - 2" 1' - 0" CUT EXISTING PAVING OR CONCRETE NEATLY OR REPAIR ENTIRE AREA 5' - 0" GENERAL REFERENCE PLAN NOTES • PROVIDE CONTINUOUS IN-WALL BLOCKING AS REQUIRED FOR ANY CABINETS OR WALL-MOUNTED EQUIPMENT AND ACCESSORIES AS INDICATED ON PLANS. • REFER TO SPECIFICATIONS FOR GYPSUM BOARD CONTROL JOINTS; GC SHALL EQUALLY SPACE VERTICAL CONTROL JOINTS ON ALL WALLS THAT EXCEED 25 LINEAR FEET IN LENGTH TO DIVIDE THE WALL INTO EQUALLY SPACED SECTIONS THAT ARE LESS THAN 25 LINEAR FEET IN LENGTH. WHERE CONTROL JOINTS ARE LOCATED OPPOSING WALLS IN ANY GIVEN SPACE, THEY SHALL BE ALIGNED AND SPACED SUCH THAT NO SECTION IS GREATER THAN 25 LINEAR FEET IN LENGTH. • SEE ENLARGED PLANS FOR FFE ITEMS. • GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. • REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. • FURNITURE & FURNITURE LAYOUT BY WB MASON CO FURNITURE VENDOR. REFER TO VENDOR DRAWINGS. • REFER TO A600'S FOR INTERIOR STOREFRONT AND WINDOW ELEVATIONS. • CONTRACTOR TO REVIEW SCOPE OF WORK WITH OTHER DISCIPLINES FOR COORDINATION - CONTACT ARCHITECT IF ANY CONDITIONS CONFLICT WITH SCOPE OF WORK OR ARE IN QUESTION. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A560 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room FENCE DETAILS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 3/8" = 1'-0" A560 PERIMETER FENCING 04 1/4" = 1'-0" A560 POWERED GATE SITE ENTRANCE 01 1/4" = 1'-0" A560 POWERED GATE SITE ENTRANCE ELEVATION 02 1/2" = 1'-0" A560 BOLLARD DETAIL 03 No. Description Date • ALL EXTERIOR HOLLOW METAL FRAMES ARE WELDED. KNOCK DOWN FRAMES ACCEPTABLE FOR INTERIOR SPACES ONLY. • PRIOR TO FABRICATION, FIELD VERIFY ALL DIMENSIONS. • ALL GLASS TO BE 1/4" TEMPERED GLASS PER DIVISION 088000. • REFER TO PROJECT MANUAL FOR HARDWARE SETS. • COORDINATE ALL HARDWARE AT STOREFRONT DOORS. • SMOKE RATED DOORS SHALL NOT BE UNDERCUT IN EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH NFPA 80. • ALL INTERIOR STOREFRONT AND GATEWAY SIGNAGE TO BE CLEAR ANODIZED ALUMINUM. • ALL EXTERIOR STOREFRONT TO MATCH EXISTING. • REFER TO A602 FOR HEAD, JAMB, AND SILL DETAILS. GENERAL DOOR AND WINDOW NOTES 4" MIN 1' - 6" WITH CLOSER AND LATCH 1' - 0" MIN ROOM NO. WHERE DOOR IS LOCATED DOOR ID PROVIDE MINIMUM CLEARANCE SHOWN TO MEET CURRENT ACCESSIBILITY CODE 100A DOOR LEGEND REFER TO SCHEDULE FOR ALL DOOR SIZES DOOR TYPES DOOR TYPE DF DOUBLE FLUSH PLAM DOOR F FLUSH DOOR NV FLUSH DOOR WITH NARROW VIEW L FLUSH DOOR WITH LOUVER HG HALF GLASS DOOR FG FULL GLASS DOOR FL FLUSH DOOR WITH FULL LOUVER V FLUSH DOOR WITH VIEW OPEN CO CASED OPENING DF DOUBLE FLUSH PLAM DOOR OD OVERHEAD DOOR SD SLIDING DOOR MP MOVEABLE WALL PARTITION FRAME TYPES FRAME TYPE SF STOREFRONT FRAME - REFER TO ELEVATION FRAME TYPE HM HOLLOW METAL 2" 2" 2" FRAME TYPE EHM EXTERIOR HOLLOW METAL 4" 4" 4" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A601 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room DOOR & WINDOW SCHEDULES 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/4" = 1'-0" A601 WORKING - DOOR TYPES 1 1/4" = 1'-0" A601 WORKING - FRAME TYPES 2 DOOR AND HARDWARE SCHEDULE BY TI CONTRACTOR FIRE RATING ROOM DOOR NUMBER DOOR FRAME AAOS Shared HW Set COMMENTS NAME DOOR SIZE TYPE MATERIAL TYPE FRAME MATERIAL NAME WIDTH HEIGHT THICKNESS JOINT UTILIZATION 224C 12' - 0" 7' - 2 5/8" MP COORDINATE STRUCTURAL ACCOMMODATIONS W/ MFR. AND STRUCT. DWGS. ELECT. 225A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL TLT. 227A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HOLLOW METAL TLT. 228A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HOLLOW METAL STOR. 229A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL 90 STAIR 2 230A 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL ACCESS CONTROL 90 STAIR 1 301A 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL CORRIDOR 303A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CORRIDOR 304A 6' - 0" 7' - 0" 2" F SOLID CORE WOOD HM HOLLOW METAL M. BUNK ROOM 305A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL LAUNDRY 306A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL TOILET/ SHWR RM 307A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL STORAGE 308A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL W. BUNK ROOM 309A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL LOCKER / FLEXROOM 310A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL W. BUNK ROOM 311A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL TOILET 312A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL KITCHEN 313A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL DINING ROOM 313B 4' - 0" 7' - 0" CO -- HOLLOW METAL ROLL-DOWN DOOR, COORDINATE W/ INTERIOR ELEVATIONS ELEV. 313E 3' - 6" 7' - 0" CO -- HOLLOW METAL ELEV. 313G 3' - 6" 7' - 0" CO -- HOLLOW METAL ELEV. LOBBY 313I 3' - 6" 7' - 0" CO -- HOLLOW METAL ELEV. 313J 3' - 6" 7' - 0" CO -- HOLLOW METAL DINING ROOM 314A 6' - 0" 7' - 0" 2" HG SOLID CORE WOOD HM HOLLOW METAL DINING ROOM 315A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL IT 316A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL ELECT. 317A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL ELEV. LOBBY 318A 6' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HOLLOW METAL PLANNING ASST. 320A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL STORAGE 321A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL PLANNER 322A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL FUSION CENTER 323A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CORRIDOR 323B 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL FLEX 324A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL BREAK ROOM 325A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL P.INFO/OUTREACH/TSUNAMI 326A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CORRIDOR 327A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CORRIDOR 328A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL TLT. 330A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HOLLOW METAL TLT. 331A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HOLLOW METAL 90 STAIR 2 332A 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL STOR. 333A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL 90 STAIR 1 401A 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL CORRIDOR 403A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CORRIDOR 404A 6' - 0" 7' - 0" 2" F SOLID CORE WOOD HM HOLLOW METAL TLT. 405A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL TLT. 406A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CORRIDOR 407A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL BREAK ROOM 408A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL FLEX OFFICE 409A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL DD LOGISTICS 410A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL DD HUMAN RESOURCES 411A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL DD OPERATIONS 412A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL DD PLAN & PREP 413A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL HAZARD MITIGATION 414A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL FINANCE 415A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL FEMA CARIBBEAN OFFICE 416A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL GRANTS 417A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL FEMA CARIBBEAN OFFICE 418A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL PUBLIC ASSISTANCE 419A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CORRIDOR 420A 6' - 0" 7' - 0" CO -- HM HOLLOW METAL HOLLOW METAL FRAME W/ NO DOOR OR STOPS CORRIDOR 421A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL FLEX SUPPORT 422A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL IT 423A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL ELECT. 424A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL ELEV. LOBBY 425A 6' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL COPY/ SUPPLY 427A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL FLEX SPACE 428A 6' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL FLEX SPACE 428B 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CORRIDOR 429A 4' - 0" 7' - 0" CO -- HM HOLLOW METAL HOLLOW METAL FRAME W/ NO DOOR OR STOPS ASST. DIRECTOR 430A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CORRIDOR 431A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL TOILET 432A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL STORAGE 433A 6' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CORRIDOR 434A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CONFERENCE ROOM 435A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL COMMUNICATIONS 436A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL ACCESS CONTROL CORRIDOR 437A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL TLT. 439A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HOLLOW METAL TLT. 440A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HOLLOW METAL 90 STAIR 2 441A 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL STORAGE 442A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL MECHANICAL 500A 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL 500B 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL 501A 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL MECHANICAL 501B 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL DOOR AND HARDWARE SCHEDULE BY TI CONTRACTOR FIRE RATING ROOM DOOR NUMBER DOOR FRAME AAOS Shared HW Set COMMENTS NAME DOOR SIZE TYPE MATERIAL TYPE FRAME MATERIAL NAME WIDTH HEIGHT THICKNESS FIRE PUMP HWH/ DW PUMP 004A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HOLLOW METAL 004B 6' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HOLLOW METAL 90 STAIR 2 007A 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HOLLOW METAL 90 STAIR 1 101A 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL PRINT AND STORAGE 103A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL TLT./SHWR 105A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL PRINT AND STORAGE 106A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL LOGISTICS 107A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL SUPERVSR. 108A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL EMERG. OPERATIONS CENTER 109A 6' - 0" 7' - 0" 2" F SOLID CORE WOOD HM HOLLOW METAL MEDIA / COMM. ROOM 110A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL ELECT. 111A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL TELECOM 112A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL LOGISTICS 113A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CONNECTOR CORRIDOR 114A 6' - 0" 7' - 0" 2" HG SOLID CORE WOOD HM HOLLOW METAL JOINT INFO./ PRESS - OPERATIONS - J/U 116A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CORRIDOR 116B 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL OEC CORE 117A 3' - 6" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL 117B 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL ACCESS CONTROL JOINT UTILIZATION 118A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL OEC CORE 118B 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL JOINT UTILIZATION 118C 12' - 0" 7' - 2 5/8" MP COORDINATE STRUCTURAL ACCOMMODATIONS W/ MFR. AND STRUCT. DWGS. JOINT UTILIZATION 119A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL JOINT UTILIZATION 119B 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL JOINT UTILIZATION 119C 12' - 0" 7' - 2 5/8" MP COORDINATE STRUCTURAL ACCOMMODATIONS W/ MFR. AND STRUCT. DWGS. FUNCT. DISABILITY 120A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL ELECT. 121A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL STORAGE 122A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL OEC CORE 124A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL TLT. 125A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL 90 STAIR 2 127A 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL - 128A 3' - 0" 7' - 8" 1 3/4" - ALUM. STOREFRONT STOREFRONT - SECURE ACCESS 128B 3' - 1" 6' - 9" 1 3/4" - ALUM. STOREFRONT SF STOREFRONT ACCESS CONTROL - 129A 2' - 7 11/32" 7' - 8" 1 3/4" - ALUM. STOREFRONT STOREFRONT ACCESS CONTROL - EXIT VEST. 129B 3' - 0" 6' - 9" 1 3/4" - ALUM. STOREFRONT SF STOREFRONT 131A 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL HOLLOW METAL 132A 8' - 0" 8' - 8" 2" RU BY MFR BY MFR 132B 8' - 0" 8' - 8" 2" RU BY MFR BY MFR 132C 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HOLLOW METAL 133A 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL HOLLOW METAL 134A 8' - 0" 8' - 8" 2" RU BY MFR BY MFR 90 STAIR 1 201A 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL ACCESS CONTROL 201B 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL HM HOLLOW METAL ACCESS CONTROL CIRC./WORK 203A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL - CIRC./WORK 204A 2' - 10" 6' - 9" 1 3/4" - ALUM. STOREFRONT STOREFRONT ACCESS CONTROL TLT. 205A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL TLT. 206A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL BREAKROOM 207A 3' - 0" 7' - 0" 1 3/4" HG SOLID CORE WOOD HM HOLLOW METAL CIRC./WORK 208A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL SQUAD LEADER 209A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL SUPERVISOR 210A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CALL CENTER 212A 6' - 0" 7' - 0" 2" F SOLID CORE WOOD HM HOLLOW METAL ACCESS CONTROL, NO CENTER MULL - SECURE ACCESS 213A 2' - 11 1/4" 8' - 11 1/4" 1 3/4" - ALUM. STOREFRONT SF STOREFRONT ACCESS CONTROL SECURE ACCESS 213B 3' - 0" 7' - 0" 1 3/4" HG SOLID CORE WOOD HM HOLLOW METAL ACCESS CONTROL SECURITY OFFICE 214A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL ELECT. 215A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL TELECOMM. 217A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL FLEX 218A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL CONNECTOR CORRIDOR 219A 6' - 0" 7' - 0" 2" HG SOLID CORE WOOD HM HOLLOW METAL COMMUNICATIONS - J/U 221A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL COMMUNICATIONS - J/U 221B 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL JOINT UTILIZATION 222A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL JOINT UTILIZATION 222B 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL JOINT UTILIZATION 222C 12' - 0" 7' - 2 5/8" MP COORDINATE STRUCTURAL ACCOMMODATIONS W/ MFR. AND STRUCT. DWGS. JOINT UTILIZATION 223A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL JOINT UTILIZATION 223B 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL JOINT UTILIZATION 223C 12' - 0" 7' - 2 5/8" MP COORDINATE STRUCTURAL ACCOMMODATIONS W/ MFR. AND STRUCT. DWGS. OEC CORE 224A 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL JOINT UTILIZATION 224B 3' - 0" 7' - 0" 1 3/4" F SOLID CORE WOOD HM HOLLOW METAL No. Description Date PARTITION AS SCHEDULED SHIM AS REQUIRED BACKER ROD & SEALANT (TYP) INTERIOR STOREFRONT DOOR HEAD DOOR AS SCHEDULED CORNER BEAD SIM AT JAMB FINISH FLOOR - REFER TO A701 ADA COMPLIANT THRESHOLD SET IN CONTINUOUS BED OF SEALANT DOOR AS SCHEDULED FINISH FLOOR - REFER TO A701 DOOR AS SCHEDULED IF FLOOR FINISHES ARE DIFFERENT ON EACH SIDE OF THE DOOR, REFER TO TRANSITION DETAIL ON A701. PARTITION AS SCHEDULED INTERIOR BUTT GLAZING FRAME (SEE SPECS) 1/2" CLEAR TEMPERED GLASS CORNER BEAD SIM AT JAMB PARTITION AS SCHEDULED INTERIOR HOLLOW METAL FRAME (SEE SPECS) SIM AT JAMB CONTINUOUS SILICONE JOINT ANCHOR CLIPS 1/2" PARTITION AS SCHEDULED INTERIOR HOLLOW METAL FRAME (SEE SPECS) SIM AT JAMB & SILL CONTINUOUS SILICONE JOINT 1/4" CLEAR TEMPERED GLASS ANCHOR CLIPS PARTITION AS SCHEDULED SHIM AS REQUIRED BACKER ROD & SEALANT (TYP) INTERIOR STOREFRONT FRAME (SEE SPECS) 1/4" CLEAR TEMPERED GLASS CORNER BEAD SIM AT JAMB FINISH FLOOR - REFER TO A701 INTERIOR BUTT GLAZING FRAME (SEE SPECS) 1/2" CLEAR TEMPERED GLASS SHIM AS REQUIRED FINISH FLOOR - REFER TO A701 INTERIOR STOREFRONT FRAME (SEE SPECS) 1/4" CLEAR TEMPERED GLASS NOTE: REFERENCE DETAIL H1/A607 & H2/A607 FOR TYPICAL NOTES (TYP) 6" REINF. CONC. (SEE STRUCT.) 2 3/4" MASONRY VENEER CONT. FLUID APPLIED WEATHER BARRIER ON EXT. FACE OF CONCRETE. WRAP JAMB AT OPENING INTERIOR FACE OF 1-5/8" MTL FRAMING INTERIOR HOLLOW METAL FRAME (SEE SPECS) DOOR AS SCHEDULED ANCHOR CLIPS SEALANT BRICK VENEER CONT. FLUID APPLIED WEATHER BARRIER ON EXT. FACE OF CONCRETE. WRAP JAMB AT OPENING ANCHOR FRAME TO CONCRETE WALL CONSTRUCTION PER MFR REQUIREMENTS R-4 MIN. EPS RIGID INSULATION REINFORCED CAST IN PLACE CONCRETE WALL, (SEE STRUCT. DWGS.) 5/8" GWB ON 1-5/8" MTL. FURRING CORNER BEAD (TYP) 1/2" AIR SPACE INTERIOR HOLLOW METAL FRAME (SEE SPECS) DOOR AS SCHEDULED ANCHOR CLIPS SEALANT WALL TYPE 7.1 NEW H.M. DOOR FRAME WITH MASONRY ANCHORS FILL SOLID WITH GROUT DOOR (SEE A601) SEALANT RAIN DRIP 3 5/8" MTL STUDS R 13 INSULATION, FACED 5/8" GYP BD HEAD SEALANT ALIGN DOOR WITH EXTERIOR OF CMU WALL CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE NEW H.M. DOOR FRAME WITH MASONRY ANCHORS FILL SOLID WITH GROUT DOOR (SEE A601) 5/8" GYP BD JAMB SEALANT CAST IN PLACE CONCRETE WALL CONSTRUCTION, (SEE STRUCT. DWGS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH ON C.I.P. CONCRETE BASE, REFER TO FINISH SCHEDULE EXISTING CONC SLAB RETURN GYP BD BEYOND EXISTING ENTRANCE OR MODIFIED CONCRETE PAD REFER TO STRUCTURAL ACCI/ANSI A117.1-2003 COMPLIANT THRESHOLD; SET IN CONTINUOUS BED OF SEALANT APPLIED EXTERIOR SWEEP SET IN CONTINUOUS BED OF SEALANT DOOR-SEE DOOR SCHEDULE SLOPE AWAY FROM BLDG. @ 1/4" PER 1'-0" MIN EXISTING CONTINUOUS COMPRESSIBLE FILLER STRIP WITH SEALANT 1/4" MAX. HM FRAME DOOR HEIGHT AS SCHEDULED HEAD SEALANT EACH SIDE HOLLOW METAL FRAME W/ CLIPS METAL RUNNER CHANNEL METAL STUD HEADER SEE WALL TYPE JAMB DOUBLE STUDS AT JAMB SEALANT EACH SIDE ANCHOR CLIPS PER JAMB AT HOLLOW METAL FRAME AS SPECIFIED WALL TYPE VARIES PER METAL STUDS - SEE WALL TYPE 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD DOOR WIDTH AS SCHEDULED METAL RUNNER CHANNEL EXISTING CONCRETE SLAB DOOR AS SCHEDULED SILL FINISH FLOOR - REFER TO A701 HOLLOW METAL FRAME BEYOND DOOR AS SCHEDULED DOOR AS SCHEDULED SOUND BATT INSULATION AS SCHEDULED SOUND BATT INSULATION AS SCHEDULED BASE, REFER TO FINISH SCHEDULE EXISTING CONC SLAB RETURN GYP BD BEYOND EXISTING ENTRANCE OR MODIFIED CONCRETE PAD REFER TO STRUCTURAL ACCI/ANSI A117.1-2003 COMPLIANT THRESHOLD; SET IN CONTINUOUS BED OF SEALANT APPLIED EXTERIOR SWEEP SET IN CONTINUOUS BED OF SEALANT DOOR-SEE DOOR SCHEDULE SLOPE AWAY FROM BLDG. @ 1/4" PER 1'-0" MIN EXISTING CONTINUOUS COMPRESSIBLE FILLER STRIP WITH SEALANT 1/4" MAX. HM FRAME REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A602 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room DOOR DETAILS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 3" = 1'-0" A602 WORKING - HEAD AT INTERIOR SF DOOR D5 3" = 1'-0" A602 WORKING - SILL AT EXTERIOR SF DOOR C9 3" = 1'-0" A602 WORKING - SILL AT INTERIOR SF DOOR C5 3" = 1'-0" A602 WORKING - HEAD AT BUTT GLAZING SF B4 3" = 1'-0" A602 WORKING - HEAD AT HM CASED OPENING A7 3" = 1'-0" A602 WORKING - HEAD AT HM WINDOW 9 3" = 1'-0" A602 WORKING - HEAD AT INTERIOR SF B5 3" = 1'-0" A602 WORKING - SILL AT BUTT GLAZING SF A4 3" = 1'-0" A602 WORKING - SILL AT INTERIOR SF A5 3" = 1'-0" A602 WORKING - SF DETAIL HEAD AT BRICK VENEER 1 3" = 1'-0" A602 WORKING - SF DETAIL JAMB AT BRICK VENEER 2 3" = 1'-0" A602 WORKING - DOOR DETAIL - HEAD @ CIP CONCRETE 4 3" = 1'-0" A602 WORKING - DOOR DETAIL - JAMB @ CIP CONCRETE 5 3" = 1'-0" A602 WORKING - DOOR DETAIL - SILL @ CIP CONCRETE 6 3" = 1'-0" A602 HOLLOW METAL DOOR @ INTERIOR PARTITION 11 3" = 1'-0" A602 WORKING - DOOR DETAIL - SILL AT BRICK VENEER 3 No. Description Date 1ST FLOOR -14' - 0" 9' - 4" ALUM. SF GLAZING & FRAME TYPE OCCURS AT MULTIPLE LOCATIONS THROUGHOUT THE FIRST FLOOR, (SEE 1ST FLOOR REFERENCE PLAN) E4 B4 C4 6' - 0" 4' - 8" SF1 C4 B4 E4 6' - 8" 3' - 4" 5' - 4" 2' - 1" 2" 2' - 9" 1' - 8" ALUM. SF GLAZING & FRAME TYPE OCCURS AT MULTIPLE LOCATIONS ON 1ST FLOOR SF2 1ST FLOOR -14' - 0" 8' - 4" 4' - 0" ALUM. SF GLAZING & FRAME TYPE OCCURS AT MULTIPLE LOCATIONS ON 1ST FLOOR 5' - 2" SF6 8' - 4" 4' - 0" 5' - 8 1/4" A1 SF7 SECOND FLOOR 0' - 0" 10' - 0" 5' - 6" E7 C7 A7 2' - 6" 6" 2' - 6" 1' - 8" TUBE STEEL STRUCTURE (SEE STRUCT. DWGS.) FOR ANCHORING (2) IDENTICAL FRAMES ON EITHER SIDE OF TUBE STEEL SF3 6' - 6" 3' - 6" 2' - 6" 6" 2' - 6" 5' - 6" C7 B7 E7 1' - 10 1/2" 1' - 7 1/2" TUBE STEEL STRUCTURE (SEE STRUCT. DWGS.) FOR ANCHORING (2) IDENTICAL FRAMES ON EITHER SIDE OF TUBE STEEL SF4 SECOND FLOOR 0' - 0" 12' - 4" ALUM. SF GLAZING & FRAME TYPE OCCURS AT MULTIPLE LOCATIONS ON 2ND FLOOR A7 A4 E7 5' - 2 1/4" SF8 12' - 4" 5' - 8 1/4" ALUM. SF GLAZING & FRAME TYPE OCCURS AT MULTIPLE LOCATIONS ON 2ND FLOOR A7 C7 E7 SF9 SECOND FLOOR 0' - 0" 6' - 9" 3' - 3" 5' - 6" E7 B7 C7 2' - 6" 6" 2' - 6" 1' - 8 1/4" TUBE STEEL STRUCTURE (SEE STRUCT. DWGS.) FOR ANCHORING (2) IDENTICAL FRAMES ON EITHER SIDE OF TUBE STEEL SF5 THIRD FLOOR 14' - 0" ALUM. SF GLAZING & FRAME TYPE OCCURS AT MULTIPLE LOCATIONS ON 3RD FLOOR A4 5' - 2 1/4" 2 53/64" 12' - 6 3/4" SF10 5' - 8 1/4" 10' - 0" ALUM. SF GLAZING & FRAME TYPE OCCURS AT MULTIPLE LOCATIONS ON 4TH FLOOR SF13 FOURTH FLOOR 28' - 0" ALUM. SF GLAZING & FRAME TYPE OCCURS AT MULTIPLE LOCATIONS ON 4TH FLOOR 10' - 1 1/4" 5' - 2 1/4" SF12 4' - 6" 13' - 0" SF15 ALUM. SF GLAZING & FRAME TYPE OCCURS AT MULTIPLE FLOOR LOCATIONS SECOND FLOOR 0' - 0" 13' - 0" 0" 4' - 6" 204A SF14 5' - 8 1/4" 12' - 4" ALUM. SF GLAZING & FRAME TYPE OCCURS AT MULTIPLE LOCATIONS ON 3RD FLOOR SF11 4' - 6" 13' - 0" SF16 ALUM. SF GLAZING & FRAME TYPE OCCURS AT MULTIPLE FLOOR LOCATIONS 1ST FLOOR -14' - 0" 10' - 0" 10' - 1 1/4" 1ST FLOOR -14' - 0" 129B 6' - 9 1/4" 10' - 0" 1ST FLOOR -14' - 0" 128B 10' - 0" 10' - 0" 9' - 10 1/2" REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A604 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room GLAZING & FRAME SYSTEM ELEVATIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 3/8" = 1'-0" A604 SF ELEV. - SF1 SF1 3/8" = 1'-0" A604 SF ELEV. - SF2 SF2 3/8" = 1'-0" A604 SF ELEV. - SF6 SF6 3/8" = 1'-0" A604 SF ELEV. - SF7 SF7 3/8" = 1'-0" A604 SF ELEV. - SF3 SF3 3/8" = 1'-0" A604 SF ELEV. - SF4 SF4 3/8" = 1'-0" A604 SF ELEV. - SF8 SF8 3/8" = 1'-0" A604 SF ELEV. - SF9 SF9 3/8" = 1'-0" A604 SF ELEV. - SF5 SF5 3/8" = 1'-0" A604 SF ELEV. - SF10 SF10 3/8" = 1'-0" A604 SF ELEV. - SF13 SF13 3/8" = 1'-0" A604 SF ELEV. - SF12 SF12 3/8" = 1'-0" A604 SF ELEV. - SF15 SF15 3/8" = 1'-0" A604 SF ELEV. - SF14 SF14 3/8" = 1'-0" A604 SF ELEV. - SF11 SF11 3/8" = 1'-0" A604 SF ELEV. - SF16 SF16 No. Description Date 3/8" = 1'-0" A604 INT. SF ELEV. - ISF2 ISF2 3/8" = 1'-0" A604 INT. SF ELEV. - ISF3 ISF3 3/8" = 1'-0" A604 INT. SF ELEV. - ISF1 ISF1 SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" 1ST FLOOR -14' - 0" 10' - 1 1/4" 1' - 8" 12' - 4" 8' - 2" 3' - 6" 5' - 3" 4' - 1" SECOND FLOOR 0' - 0" THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" LANDING 3 35' - 0" 1ST FLOOR -14' - 0" PARAPET 'B' 48' - 0" D3 A308 Sim THIRD FLOOR 14' - 0" FOURTH FLOOR 28' - 0" 12' - 4" 1' - 8" 10' - 1 1/4" SECOND FLOOR 0' - 0" 1ST FLOOR -14' - 0" 6' - 11" 128A SF20 2' - 6 1/2" 2' - 6 1/2" 2' - 4 1/4" 2' - 4 1/4" 2' - 4 1/4" 2' - 6 1/4" 7' - 10" 22' - 6" SECOND FLOOR 0' - 0" 3' - 1 1/2" 5' - 2 3/4" 3' - 3 1/4" SECOND FLOOR 0' - 0" 1ST FLOOR -14' - 0" 10 22' - 6" 9' - 3 1/4" SF22 SECOND FLOOR 0' - 0" 1ST FLOOR -14' - 0" 22' - 0" 22' - 0" 22' - 0" 22' - 0" 129A 9' - 3 1/4" SF23 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A605 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room GLAZING & FRAME SYSTEM ELEVATIONS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 3/8" = 1'-0" A605 SF ELEV. - CONNECTOR SF17 SF17 3/8" = 1'-0" A605 SF ELEV. - STAIR SF19 SF19 3/8" = 1'-0" A605 SF ELEV. - CONNECTOR SF18 SF18 3/8" = 1'-0" A605 SF ELEV. - SF20 SF20 3/8" = 1'-0" A605 SF ELEV. - SF21 1 3/8" = 1'-0" A605 SF ELEV. - SF22 SF22 3/8" = 1'-0" A605 SF ELEV. - SF23 SF23 No. Description Date CONT. SEALANT RAIN DRIP (COLOR TO BE SELECTED BY ARCHITECT) AIR SPACE R-4 MIN. (XPS) RIGID INSULATION 5/8" GWB & CORNER BEAD BACKER ROD & SEALANT REINFORCED CAST IN PLACE CONCRETE WALL, (SEE STRUCT. DWGS.) ICC-500 COMPLIANT ALUM. GLAZING FRAME SYSTEM, (AS SCHEDULED) (ALUM. FRAME MFR) (SEE STRUCT. DWGS.) (VARIES) C.I.P. CONCRETE WALL (TYP) 2 3/4" 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 1-5/8" MTL. FRAMING 1/4" CONTINUOUS SCREED, (AS REQUIRED) 3/8" FINISH CEILING, (SEE RCP) INTERIOR FACE OF 1-5/8" MTL FRAMING ANCHOR FRAME TO CONCRETE WALL CONSTRUCTION PER MFR REQUIREMENTS CONT. CAULK (ALL SIDES) 5/8" GYP BD (BEYOND) THICKNESS OF DIRECT APPLIED STUCCO WILL VARY DEPENDENT ON STUCCO MFR. CONT. CAULK, (ALL SIDES OF FRAME CONT. FLUID APPLIED WEATHER BARRIER ON EXT. FACE OF CONCRETE. WRAP JAMB AT OPENING (ALUM. FRAME MFR) R-4 MIN. (XPS) RIGID INSULATION REINFORCED CAST IN PLACE CONCRETE WALL, (SEE STRUCT. DWGS.) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH CONT. SEALANT & BACKER ROD ALUM. GLAZING FRAME SYSTEM, (AS SCHEDULED) 5/8" GWB ON 1-5/8" MTL. FRAMING CORNER BEAD (TYP) AIR SPACE ANCHOR ALUMINUM SF FRAME TO CONRETE STRUCTURE PER SF MFR REQUIREMENTS 1/4" (SEE STRUCT. DWGS.) (VARIES) C.I.P. CONCRETE WALL 2 3/4" 5/8" GWB ON 7/8" HAT CHNLS, (TYP) BACKER ROD & SEALANT CONT. SEALANT & BACKER ROD SOLID SURFACE SILL OVER 3/4" PT PLYWD. SUB SILL (ANCHOR TO CONCRETE) 5/8" GWB ON 1-5/8" MTL. FRAMING CONT. FLASHING GWB, (BEYOND) R-4 MIN. (XPS) RIGID INSULATION 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH (ALUM. FRAME MFR) (SEE STRUCT. DWGS.) (VARIES) C.I.P. CONCRETE WALL 2 3/4" CONT. CAULK, (ALL SIDES) ALUM. GLAZING FRAME SYSTEM, (AS SCHEDULED) WOOD TRIM, (PAINT) EXTERIOR FACE OF CONCRETE 1/4" AIR SPACE ANCHOR ALUMINUM SF FRAME TO CONRETE STRUCTURE PER SF MFR REQUIREMENTS REINFORCED CAST IN PLACE CONCRETE WALL, (SEE STRUCT. DWGS.) 1 1/2" 3/4" BULLNOSE EDGE CONT. SEALANT & BACKER ROD, (TYP) FINISH FLOOR AS SCHEDULED GWB, (BEYOND) CONT. FLUID APPLIED WEATHER BARRIER OVER CONCRETE (ALUM. FRAME MFR) CONT. CAULK (ALL SIDES) ALUM. GLAZING FRAME SYSTEM, (AS SCHEDULED) 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH (SEE SPECS.) EXTERIOR FACE OF CONC. CONT. DRIP, (TYP) CAST IN PLACE CONCRETE SLAB PROJECTION (SEE STRUCT. DWGS.) 1' - 0" 7 1/2" 4 1/2" (SEE STRUCT.) 4 1/2" VARIES (SEE STRUCT. DWGS.) 8" ANCHOR FRAME TO CONCRETE WALL CONSTRUCTION PER MFR REQUIREMENTS REINFORCED CAST IN PLACE CONCRETE WALL, (SEE STRUCT.) REINF. CONCRETE FLOOR / JOIST, (SEE STRUCT. DWGS.) CONT. FLUID APPLIED WEATHER BARRIER OVER CONCRETE (ALUM. FRAME MFR) POLISHED CMU VENEER, (SEE SPECS.) FACE OF VENEER CONT. DRIP, (TYP) STAINLESS STEEL FLASHING W/ WEEPS @ 24" OC MAX DOVETAIL SLOT & MASONRY VENEER ANCHORS AT 16" OC VERTICALLY & HORIZONTALLY (TYP) 1' - 0" 7 1/2" 4 1/2" 8" (TYP) 6" (SEE STRUCT.) 4 1/2" NOTE: REFERENCE DETAIL A7/A607 FOR TYPICAL NOTES CONT. SEALANT & BACKER ROD, (TYP) ALUM. GLAZING FRAME SYSTEM, (AS SCHEDULED) CAST IN PLACE CONCRETE SLAB PROJECTION (SEE STRUCT. DWGS.) BACKER ROD & SEALANT ALUM. GLAZING FRAME SYSTEM, (AS SCHEDULED) (ALUM. FRAME MFR) (TYP) 6" (SEE STRUCT. DWGS.) (VARIES) C.I.P. CONCRETE WALL 2 3/4" AIR SPACE CONT. FLUID APPLIED WEATHER BARRIER ON EXT. FACE OF CONCRETE. WRAP JAMB AT OPENING CONT. FLASHING W/ WEEPS @ 24" OC, PARTIALLY OPEN "L" SHAPED HEAD JOINT & CONT. DRIP EDGE, (TYP) GALV. STEEL VENEER SUPPORT ANGLE CONT. MORTAR NET CMU VENEER INTERIOR FACE OF 1-5/8" MTL FRAMING NOTE: REFERENCE DETAIL E7/A607 FOR TYPICAL NOTES CONT. CAULK, (ALL SIDES OF FRAME (ALUM. FRAME MFR) CONT. SEALANT & BACKER ROD ALUM. GLAZING FRAME SYSTEM, (AS SCHEDULED) CMU VENEER, (SEE SPECS.) DOVETAIL SLOT MASONRY VENEER ANCHORING SYSTEM @ 16" OC, (TYP) R-4 MIN. (XPS) RIGID INSULATION 5/8" GWB ON 1-5/8" MTL. FRAMING AIR SPACE CONT. FLUID APPLIED WEATHER BARRIER ON EXT. FACE OF CONCRETE. WRAP JAMB AT OPENING & CONTINUE IN DOVETAIL SLOTS (SEE STRUCT. DWGS.) (VARIES) C.I.P. CONCRETE WALL 2 3/4" REINFORCED CAST IN PLACE CONCRETE WALL, (SEE STRUCT. DWGS.) AIR SPACE 6" ANCHOR FRAME TO CONCRETE WALL CONSTRUCTION PER MFR REQUIREMENTS RETURN MASONRY VENEER BACK TO CONCRETE WALL, (TYP) CAST STONE SILL BELOW 1" 5/8" GWB ON 7/8" HAT CHNLS, (TYP) SILL CONT. SEALANT & BACKER ROD 5/8" GWB ON 1-5/8" MTL. FRAMING CONT. FLASHING GWB, (BEYOND) R-4 MIN. (XPS) RIGID INSULATION CMU VENEER (ALUM. FRAME MFR) CONT. CAULK, (ALL SIDES) ALUM. GLAZING FRAME SYSTEM, (AS SCHEDULED) WOOD TRIM, (PAINT) (TYP) 6" (SEE STRUCT. DWGS.) 1' - 1" 1" SOLID SURFACE SILL OVER 3/4" PT PLYWD. SUB SILL AIR SPACE CAST STONE SILL CONT. FLUID APPLIED WEATHER BARRIER ON EXT. FACE OF CONCRETE, (WRAP JAMB AT OPENING, TYP) 3/4" 1 1/2" BULLNOSE EDGE CONT. DRIP 4 1/2" 3 1/2" (ALUM. FRAME MFR) NOTE: REFERENCE DETAIL C4/A607 FOR TYPICAL NOTES CONT. CAULK, (ALL SIDES OF FRAME CONT. SEALANT & BACKER ROD ALUM. GLAZING FRAME SYSTEM, (AS SCHEDULED) ANCHOR FRAME TO CONCRETE WALL CONSTRUCTION PER MFR REQUIREMENTS RETURN BRICK MASONRY VENEER BACK TO CONCRETE WALL, (TYP) CAST STONE SILL BELOW 5/8" GWB ON 7/8" HAT CHNLS, (TYP) 1" 6" 1' - 1" 2 3/4" (SEE STRUCT. DWGS.) 1' - 1" (TYP) 6" NOTE: REFERENCE DETAIL B4/A607 FOR TYPICAL NOTES BRICK VENEER CAST STONE SILL CONT. FLUID APPLIED WEATHER BARRIER ON EXT. FACE OF CONCRETE, (WRAP JAMB AT OPENING, TYP) CONT. DRIP BACKER ROD & SEALANT NOTE: REFERENCE DETAIL H1/A607 & H2/A607 FOR TYPICAL NOTES ALUM. GLAZING FRAME SYSTEM, (AS SCHEDULED) (ALUM. FRAME MFR) (TYP) 6" REINF. CONC. (SEE STRUCT.) 2 3/4" MASONRY VENEER CONT. FLUID APPLIED WEATHER BARRIER ON EXT. FACE OF CONCRETE. WRAP JAMB AT OPENING INTERIOR FACE OF 1-5/8" MTL FRAMING REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A607 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room ALUM. GLAZING & FRAME SYSTEM DETAILS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 3" = 1'-0" A607 H1 - SF DETAIL - HEAD @ CONCRETE/ SYNTH. STUCCO FINISH E7 3" = 1'-0" A607 J1 - SF DETAIL - JAMB @ CONCRETE/ SYNTH. STUCCO FINISH C7 3" = 1'-0" A607 S1 - SF DETAIL - SILL @ SYNTH. STUCCO FINISH B7 3" = 1'-0" A607 A5 - SF DETAIL - SILL @ CONCRETE/ SYNTH. STUCCO FINISH A7 3" = 1'-0" A607 A8 - SF DETAIL - SILL @ CMU/ POLISHED FACE FINISH A4 3" = 1'-0" A607 H2 - SF DETAIL - HEAD @ CMU/ POLISHED FACE FINISH E4 3" = 1'-0" A607 J2 - SF DETAIL - JAMB @ CMU/ POLISHED FACE FINISH C4 3" = 1'-0" A607 S2 - SF DETAIL - SILL @ CMU/ POLISHED FACE FINISH B4 3" = 1'-0" A607 J3 - SF DETAIL - JAMB @ BRICK VENEER C1 3" = 1'-0" A607 S3 - SF DETAIL - SILL @ BRICK VENEER B1 3" = 1'-0" A607 H3 - SF DETAIL - HEAD @ BRICK VENEER E1 (1/4-1/2"?)WHAT WANTS TO BE THE (TYP) DIMENSION HERE(fo stucco to fo frame)? (FYI- WINCO=4-6"deep, INSULGARD=6") TYP FLASHING CONDITION WILL HAVE TO BE PER MFR TO RETAIN WARRANTY(HEAD, SILL, JAMB)? B4 SILL OCCURS AT 1ST FLR SF A4 SILL OCCURS AT 2ND FLR SF No. Description Date 1 Schematic Design Date 1 • NOTES REFLECTED CEILING PLAN NOTES RATED WALL LEGEND 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER CEILING HEIGHT 9'-0" UNLESS OTHERWISE NOTED 9'-0" EXIT SIGN (ARROW INDICATES DIRECTIONAL SIGNAGE) 2 X 4 LAY-IN FIXTURE - SEE ELECTRICAL RETURN GRILLE - SEE MECHANICAL SUPPLY GRILLE - SEE MECHANICAL 2' X 4' ACOUSTICAL CEILING TILE CEILING LEGEND # KEYNOTE 2' X 2' ACOUSTICAL CEILING TILE RECESSED CAN NEW GYP BOARD CEILING/SOFFIT 4" INSULATED METAL PANEL CEILING STRIP LED LIGHT FIXTURE LED TRACK LIGHT FIXTURE S1 SOFFIT S1 - REFER TO DETAIL S2 SOFFIT S2 - REFER TO DETAIL S3 SOFFIT S3 - REFER TO DETAIL H 16 10 B C E D F G 11 J C.1 15 13 12 14 F.2 E.2 F.3 F.4 F.5 12.5 B.9 CORR. 001 FIRE PUMP HWH/ DW PUMP 004 CISTERN - 28'x35' w/ 11' WATER COLUMN (80,000 GAL.) 005 STORAGE 006 STAIR 2 007 PIPING TUNNEL 003 ELEV. 002 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A700 August 18, 2022 Checker Author Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room BASEMENT FLOOR - REFLECTED CLNG PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 KEYNOTES - RCP # DESCRIPTION 1 SPECIALTY ACOUSTIC CEILING SYSTEM 2 SPECIALTY LIGHT FIXTURES 3 ALIGN ALL FIXTURES (ALL FLOORS) AT CONNECTOR 4 DESCRIPTION 5 DESCRIPTION 6 DESCRIPTION No. Description Date 1/8" = 1'-0" A700 BASEMENT FLOOR - REFLECTED CEILING PLAN A2 TRUE NORTH PLAN NORTH C2 A301 A2 A301 A2 A302 C2 A302 A6 A305 A1 A532 H A9 A304 A 2 JAN. 103 SUPERVSR. 108 STAIR 1 101 MEDIA / COMM. ROOM 110 TELECOM 112 LOGISTICS 113 FUNCT. DISABILITY 120 JOINT UTILIZATION 119 JOINT INFO./ PRESS - OPERATIONS - J/U 116 STORAGE 122 ELECT. 121 TLT./SHWR. 106 PRINT AND STORAGE 104 OEC CORE 117 ELEV. 115 CONNECTOR CORRIDOR 100 TLT. 125 TLT. 124 ELECT. 111 MECH. 102 CORRIDOR 114 OPEN OEC STAIR 130 EXIT VEST. 129 EMERG. OPERATIONS CENTER 109 LOGISTICS 107 JOINT UTILIZATION 118 SECURE ACCESS 128 10' - 0" 10' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 6" 10' - 0" 10' - 0" 10' - 0" 9' - 0" 9' - 0" 10' - 0" 16 3 10 8 B C 1 D F G 11 4 5 6 7 9 J C.1 15 13 12 14 A4 A303 F.2 E.2 F.3 F.4 F.5 A8 A303 A7 A304 A3 A305 3.1 12.5 A.2 TLT./SHWR 105 9' - 10" 10' - 0" 9' - 10" 10' - 0" 10' - 0" 10' - 0" B1 A116 A.46 B.9 NO CEILING NO CEILING S1 S1 S1 S1 9' - 10" 10' - 0" MATCHLINE 'A' 1 1 1 2 3 2 1 • NOTES REFLECTED CEILING PLAN NOTES RATED WALL LEGEND 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER CEILING HEIGHT 9'-0" UNLESS OTHERWISE NOTED 9'-0" EXIT SIGN (ARROW INDICATES DIRECTIONAL SIGNAGE) 2 X 4 LAY-IN FIXTURE - SEE ELECTRICAL RETURN GRILLE - SEE MECHANICAL SUPPLY GRILLE - SEE MECHANICAL 2' X 4' ACOUSTICAL CEILING TILE CEILING LEGEND # KEYNOTE 2' X 2' ACOUSTICAL CEILING TILE RECESSED CAN NEW GYP BOARD CEILING/SOFFIT 4" INSULATED METAL PANEL CEILING STRIP LED LIGHT FIXTURE LED TRACK LIGHT FIXTURE S1 SOFFIT S1 - REFER TO DETAIL S2 SOFFIT S2 - REFER TO DETAIL S3 SOFFIT S3 - REFER TO DETAIL REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A701 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 1ST FLOOR - REFLECTED CEILING PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A701 1ST FLOOR - REFLECTED CEILING PLAN B2 KEYNOTES - RCP # DESCRIPTION 1 SPECIALTY ACOUSTIC CEILING SYSTEM 2 SPECIALTY LIGHT FIXTURES 3 ALIGN ALL FIXTURES (ALL FLOORS) AT CONNECTOR 4 DESCRIPTION 5 DESCRIPTION 6 DESCRIPTION No. Description Date • NOTES REFLECTED CEILING PLAN NOTES RATED WALL LEGEND 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TRUE NORTH PLAN NORTH CEILING HEIGHT 9'-0" UNLESS OTHERWISE NOTED 9'-0" EXIT SIGN (ARROW INDICATES DIRECTIONAL SIGNAGE) 2 X 4 LAY-IN FIXTURE - SEE ELECTRICAL RETURN GRILLE - SEE MECHANICAL SUPPLY GRILLE - SEE MECHANICAL 2' X 4' ACOUSTICAL CEILING TILE CEILING LEGEND # KEYNOTE 2' X 2' ACOUSTICAL CEILING TILE RECESSED CAN NEW GYP BOARD CEILING/SOFFIT 4" INSULATED METAL PANEL CEILING STRIP LED LIGHT FIXTURE LED TRACK LIGHT FIXTURE S1 SOFFIT S1 - REFER TO DETAIL S2 SOFFIT S2 - REFER TO DETAIL S3 SOFFIT S3 - REFER TO DETAIL C2 A301 A2 A301 A2 A302 C2 A302 A6 A305 A1 A532 H A9 A304 A 2 COMMUNICATIONS - J/U 221 JOINT UTILIZATION 222 JOINT UTILIZATION 223 JOINT UTILIZATION 224 JAN. 203 SECURITY OFFICE 214 STAIR 1 201 BREAKROOM 207 SQUAD LEADER 209 TLT. 205 CONNECTOR CORRIDOR 207 ELEV. 238 STAIR 2 230 SUPERVISOR 210 TSUNAMI ALERT 211 TLT. 228 TLT. 227 FLEX 218 TELECOMM. 217 ELECT. 215 TLT. 206 MECH. 202 STOR. 229 OEC CORE 219 RETREAT 208 CIRC./WORK 204 ELECT. 225 9' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16 3 10 8 B C 1 D F G 11 4 5 6 7 9 J C.1 15 13 12 14 A4 A303 F.2 E.2 F.3 F.4 F.5 A8 A303 A7 A304 A3 A305 3.1 12.5 A.2 9' - 10" 10' - 0" 10' - 0" 9' - 10" A.46 B.9 NO CEILING NO CEILING S1 S1 9' - 10" S1 1 1 1 2 3 1 2 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A702 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 2ND FLOOR - REFLECTED CEILING PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 KEYNOTES - RCP # DESCRIPTION 1 SPECIALTY ACOUSTIC CEILING SYSTEM 2 SPECIALTY LIGHT FIXTURES 3 ALIGN ALL FIXTURES (ALL FLOORS) AT CONNECTOR 4 DESCRIPTION 5 DESCRIPTION 6 DESCRIPTION 1/8" = 1'-0" A702 SECOND FLOOR - REFLECTED CEILING PLAN B2 No. Description Date Vent Hood C2 A301 A2 A301 A2 A302 C2 A302 A6 A305 A1 A532 H A9 A304 A 2 LOCKER / FLEXROOM 310 LAUNDRY 306 M. BUNK ROOM 305 W. BUNK ROOM 311 DINING ROOM 314 CORRIDOR 304 STORAGE 308 JAN. 203 CORRIDOR 300 STAIR 1 301 TOILET 312 TLT. 331 TLT. 330 ELECT. 317 MECH. 302 IT 316 STOR. 315 PLANNING ASST. 320 PLANNER 322 FLEX 324 FUSION CENTER 323 BREAK ROOM 325 ELEV. LOBBY 318 ELECT. 328 P.INFO/OUTREACH/TSUNAMI 326 STORAGE 321 CORRIDOR 327 KITCHEN 313 TOILET/ SHWR RM 307 TOILET/ SHWR RM 309 STOR. 333 9' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 8' - 0" 10' - 0" 10' - 0" 9' - 0" 9' - 0" 10' - 0" 10' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 10" 16 3 10 8 B C 1 D F G 11 4 5 6 7 9 J C.1 15 13 12 14 A4 A303 F.2 E.2 F.3 F.4 F.5 A8 A303 A7 A304 A3 A305 3.1 12.5 A.2 9' - 10" A.45 A.46 NO CEILING NO CEILING STAIR 2 332 S1 S1 3 2 1 TRUE NORTH PLAN NORTH • NOTES REFLECTED CEILING PLAN NOTES RATED WALL LEGEND 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER CEILING HEIGHT 9'-0" UNLESS OTHERWISE NOTED 9'-0" EXIT SIGN (ARROW INDICATES DIRECTIONAL SIGNAGE) 2 X 4 LAY-IN FIXTURE - SEE ELECTRICAL RETURN GRILLE - SEE MECHANICAL SUPPLY GRILLE - SEE MECHANICAL 2' X 4' ACOUSTICAL CEILING TILE CEILING LEGEND # KEYNOTE 2' X 2' ACOUSTICAL CEILING TILE RECESSED CAN NEW GYP BOARD CEILING/SOFFIT 4" INSULATED METAL PANEL CEILING STRIP LED LIGHT FIXTURE LED TRACK LIGHT FIXTURE S1 SOFFIT S1 - REFER TO DETAIL S2 SOFFIT S2 - REFER TO DETAIL S3 SOFFIT S3 - REFER TO DETAIL REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A703 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 3RD FLOOR - REFLECTED CEILING PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A703 THIRD FLOOR - REFLECTED CEILING PLAN B2 KEYNOTES - RCP # DESCRIPTION 1 SPECIALTY ACOUSTIC CEILING SYSTEM 2 SPECIALTY LIGHT FIXTURES 3 ALIGN ALL FIXTURES (ALL FLOORS) AT CONNECTOR 4 DESCRIPTION 5 DESCRIPTION 6 DESCRIPTION No. Description Date TRUE NORTH PLAN NORTH C2 A301 A2 A301 A2 A302 C2 A302 A6 A305 A1 A532 H A9 A304 A A 2 FEMA CARIBBEAN OFFICE 418 FEMA CARIBBEAN OFFICE 416 HAZARD MITIGATION 414 DD OPERATIONS 412 DD LOGISTICS 410 PUBLIC ASSISTANCE 419 GRANTS 417 DD HUMAN RESOURCES 411 CORRIDOR 404 CORRIDOR 400 STAIR 1 401 TLT. 405 TLT. 406 FLEX 420 TLT. 440 MECH. 402 ELECT. 424 IT 423 FLEX SUPPORT 421 STOR. 422 COMMUNICATIONS 436 CONFERENCE ROOM 435 COPY/ SUPPLY 427 FLEX SPACE 428 CORRIDOR 434 ELEV. LOBBY 425 ELECT. 437 STORAGE 442 JAN. 403 FINANCE 415 DD PLAN & PREP 413 STORAGE 407 FLEX OFFICE 409 BREAK ROOM 408 TLT. 439 MECH. 402 DIRECTOR 431 ASST. DIRECTOR 430 STORAGE 433 TOILET 432 DIRECTOR EXECUTIVE ASSISTANT 429 9' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16 3 10 8 B B C 1 D G 11 4 5 6 7 9 J C.1 15 13 12 14 A4 A303 F.2 E.2 F.3 F.4 F.5 A8 A303 A7 A304 E6 A303 E1 A303 A3 A305 3.1 12.5 A.2 A.2 9' - 10" 10' - 0" B.9 NO CEILING NO CEILING STAIR 2 441 9' - 10" S1 9' - 10" S1 S1 3 2 1 3 5/8" METAL BOTTOM TRACK METAL STUD AT 45° ANGLE BRACE TO STRUCTURE @ 24" O.C. 3 5/8" METAL STUDS AT 24" O.C. ACOUSTICAL CEILING TILE (WHERE SHOWN ON RCP)-REFER TO FINISH SCHEDULE FOR CEILING HEIGHT CORNER BEAD - TYP. 5/8" GYPSUM BOARD SEE A601 FOR STOREFRONT HT. GWB TO 6" ABOVE 3 5/8" METAL STUD TOP TRACK SECURE TO STRUCTURE W/ SCREWS @ 16" O.C. STOREFRONT UP TO SOFFIT WHERE SHOWN IN DRAWINGS 6" ATTACH @ EACH BRACE CONNECTION 2" 2" MIN. VARIES REFER TO CEILING PLAN 3 5/8" LIGHT GAUGE METAL STUDS AT 24" O.C. - REFER TO WALL TYPE ACOUSTICAL CEILING TILE- REFER TO FINISH SCHEDULE FOR CEILING HEIGHT GALVANIZED CORNER ANGLE 5/8" GYPSUM BOARD, EXTEND AS REQUIRED - REFER TO WALL TYPE 3-5/8" MTL STUD TOP TRACK SECURE TO STRUCTURE W/ (2) #10-16 SCREWS @ 16" O.C. 6" INCANDESCENT CAN DOWN LIGHT IF SHOWN ON PLAN - SEE ELECTRICAL DRAWINGS, TYP. (CENTERED IN SOFFIT UNLESS NOTED OTHERWISE) LIGHT GAUGE MTL FRAMING LIGHT GAUGE METAL STUD AT 45° ANGLE BRACE TO STRUCTURE @ 48" O.C. AT CASEWORK - DIMENSION TO BE 1" DEEPER THAN UPPER CABINET (UNLESS NOTED OTHERWISE) (4) #10-16 SCREWS @ EACH CORNER CONNECTION ATTACH @ EACH BRACE CONNECTION HEIGHT VARIES - SEE RCP GWB TO 6" ABOVE CEILING (TYP.) REFER TO CEILING PLAN 3 5/8" METAL BOTTOM TRACK METAL STUD AT 45° ANGLE BRACE TO STRUCTURE @ 24" O.C. 3 5/8" METAL STUDS AT 24" O.C. ACOUSTICAL CEILING TILE (WHERE SHOWN ON RCP)-REFER TO RCP FOR CEILING HEIGHT CORNER BEAD - TYP. 5/8" GYPSUM BOARD SEE A602 FOR STOREFRONT HT. STOREFRONT UP TO SOFFIT WHERE SHOWN IN DRAWINGS GWB TO DECK ABOVE ATTACH @ EACH BRACE CONNECTION 6" PROVIDE NON-FIRE-RATED ACOUSTICAL SEALANT DEFLECTION TRACK AT TOP OF STUD FRAMING, FASTENED INTO CONC SLAB OR DECK ABOVE W/ POWDER ACTUATED FASTENER @ 16" O.C. & WITHIN 6" OF ENDS / OPENINGS EXISTING ROOF DECK ABOVE • NOTES REFLECTED CEILING PLAN NOTES RATED WALL LEGEND 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER CEILING HEIGHT 9'-0" UNLESS OTHERWISE NOTED 9'-0" EXIT SIGN (ARROW INDICATES DIRECTIONAL SIGNAGE) 2 X 4 LAY-IN FIXTURE - SEE ELECTRICAL RETURN GRILLE - SEE MECHANICAL SUPPLY GRILLE - SEE MECHANICAL 2' X 4' ACOUSTICAL CEILING TILE CEILING LEGEND # KEYNOTE 2' X 2' ACOUSTICAL CEILING TILE RECESSED CAN NEW GYP BOARD CEILING/SOFFIT 4" INSULATED METAL PANEL CEILING STRIP LED LIGHT FIXTURE LED TRACK LIGHT FIXTURE S1 SOFFIT S1 - REFER TO DETAIL S2 SOFFIT S2 - REFER TO DETAIL S3 SOFFIT S3 - REFER TO DETAIL REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A704 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 4TH FLOOR - REFLECTED CEILING PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A704 FOURTH FLOOR - REFLECTED CEILING PLAN B2 1" = 1'-0" A704 SOFFIT SECTION S1 - TYPICAL A7 1" = 1'-0" A704 SOFFIT SECTION S2 - AT WALL A3 1" = 1'-0" A704 SOFFIT SECTION S3 - GWB TO DECK A2 KEYNOTES - RCP # DESCRIPTION 1 SPECIALTY ACOUSTIC CEILING SYSTEM 2 SPECIALTY LIGHT FIXTURES 3 ALIGN ALL FIXTURES (ALL FLOORS) AT CONNECTOR 4 DESCRIPTION 5 DESCRIPTION 6 DESCRIPTION No. Description Date 1. INSTALL TRANSITION STRIPS BETWEEN DISSIMILAR FLOOR FINISHES. SELECT APPROPRIATE DETAIL FOR SURFACE TYPES, SEE DETAILS THIS SHEET 2. CONTRACTOR TO SUBMIT ALL FINISH SAMPLES TO ARCHITECT PRIOR TO ORDERING FOR VERIFICATION OF CORRECT PRODUCT AND COLOR. 3. PROVIDE CORNER GUARDS AT ALL EXTERIOR DRYWALL CORNERS. REFER TO D1/A700 FOR DETAILS. 4. FINISHES TO MEET FLAME SPREAD AND SMOKE DEVELOPED RATINGS PER CODE. 5. EXTEND FLOORING UNDER COUNTERTOPS AND BASE CABINETS UNLESS NOTED OTHERWISE. 6. REFER TO REFLECTED CEILING PLANS FOR CEILING TYPES AND FINISHES. ALL VERTICAL SURFACE PAINT AT SOFFITS TO MATCH ADJACENT U.N.O. ALL HORIZONTAL SURFACES TO BE PAINTED PT-6. PAINT GYPSUM WALLBOARD CEILING PT-6 UNLESS NOTED OTHERWISE. 7. VERTICAL SURFACES & UNDERSIDE OF SOFFITS TO MATCH WALL FINISH SCHEDULE FOR ROOM. COORDINATE ACCENT AND COLOR PLACEMENT WITH ARCHITECT. 8. PAINT FINISHES TO BE EGGSHELL FINISH ON WALL AND SEMI-GLOSS ON DOOR FRAMES. 9. REFER TO FINISH PLAN FOR ACCENT FINISHES. 10. SIGNAGE WILL BE OWNER PROVIDED AND CONTRACO INSTALLED. COORDINATE LOCATIONS AND ANY BLOCKING AS REQUIRED. 11. ALIGN WALL GROUT JOINT BETWEEN PORCELAIN WALL TILE, BASE TILE, AND FLOOR TILES. TYP. USE INSIDE AND OUTSIDE TRIM CORNERS AS NECESSARY. GORUT JOINTS TO BE NO MORE THAN 1/16" IN WIDTH. 12. TRANSITIONS BETWEEN FLOORING MATERIALS TO OCCUR @ CENTER LINE OF DOOR. 13. PROVIDE SOLID SURFACE (SS-1) SILLS AT ALL WINDOWS. REFER TO FINISH SCHEDULE. 14. WHERE LARGE FINISH SYMBOL IS NOT PROVIDED REFER TO TYPICAL. 15. WHERE RESILIENT FLOORING COLOR TRANSITIONS OCCUR NEAR CORNER CONDITIONS ENSURE TRANSITION OCCURS AS CLOSE TO THE CORNER AS POSSIBLE. 16. GC TO PROVIDE DRYFALL PAINT AT ALL EXPOSED CEILINGS & STRUCTURE INCLUDING COLUMNS, JOISTS, & ROOF DECKING. 17. INSTALL METAL CORNERGUARDS ABOVE BOLLARDS IN WAREHOUSE. 18. GRIND SMOOTH AND PAINT AT EXISTING EXPOSED INTERIOR BUILDING COLUMNS FROM REMOVED CHECKPLATES. LEAVE CHECKPLATES IN PLACE IN WAREHOUSE LOCATIONS. 19. INSTALL HIGH-IMPACT WAINSCOT TO 4' IN WAREHOUSE. GC TO SPECIFY. 20. NOT USED 21. VESPHENE AND Lph (FROM STERIS), 70% ISOPROPYL ALCOHOL (IPA), AND SPOR KELNZ CLEANING CHEMICALS ARE USED IN GOWNING AREA AND LABS. FINISH MANUFACTURERS TO PLEASE NOTIFY ARCHITECT OF ANY CONCERNS REGARDING COMPATIBILITY PRIOR TO INSTALLATION. • NOT ALL FINISH MATERIALS/DETAILS THIS SHEET ARE APPICABLE TO SHELL/CORE. GENERAL FINISH NOTES MFR CONTACT INFO ALTRO 1-800-377-5597 CHARTER INDUSTRIES 1-800-538-9088 FLEXCO 1-800-633-3151 INPRO CORPORATION 1-800-222-5556 JOHNSONITE 1-800-899-8916 LEES 1-800-523-5647 MARLITE 1-800-377-1221 PANOLAM INDUSTIES 1-888-375-9255 USG 1-800-874-4968 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 SC-1 RB-1 PT-3 PT-3 PT-3 PT-3 SC-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 ELEV. 002 FIRE PUMP HWH/ DW PUMP 004 CORR. 001 PIPING TUNNEL 003 CISTERN - 28'x35' w/ 11' WATER COLUMN (80,000 GAL.) 005 STORAGE 006 STAIR 2 007 FLOORING X ACCENT FINISH GENERAL GENERAL CARPET CPT-1A VINYL COMPOSITION TILE RT-2A ROOM NAME & NUMBER ROOM NAME 100 LUXURY VINYL TILE RT-1A, RT-4A, RT-5A PORCELAIN TILE TL-1 ACCENT CARPET CPT-2A KINETEX KX-1 ACCENT CARPET CPT-3A FINISH SYMBOLS LEGEND 90° CORNER GUARD PROVIDE AT CORNER - HEIGHT PER FINISH LEGEND 90° CORNER GUARDS PROVIDE TWO AT ENDWALL LOCATIONS 135° CORNER GUARD PROVIDE AT CORNER - HEIGHT PER FINISH LEFEND 90° CORNER GUARDS PROVIDE AT ALL EXPOSED COLUMN CORNERS CORNER GUARD INSTALLATION EXISTING CONCRETE, TO BE CLEANED AND RESEALED - CON COMPOSITION/EPOXY FLOORING CMP-1A WALK-OFF MAT WOM-1A WALL WALL WALL WALL FLOOR BASE STANDARD FINISH SYMBOL - REFER TO PLAN DIRECTION OF GRAIN/ LINEARITY OF FINISH SAME HEIGHT TRANSITION DIFFERENT HEIGHT TRANSITION STATIC DISSIPATIVE TILE RT-3A NOT IN SCOPE PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 PT-3 PT-4 PT-3 PT-3 CPT-1 RB-1 PT-3 PT-3 PT-4 PT-3 CPT-3 RB-1 PT-3 PT-3 PT-4 PT-3 CPT-3 RB-1 T-2 T-2 T-2 T-2 T-1 TB-1 T-2 T-2 T-2 T-2 T-1 TB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-4 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 WM-1 RB-1 PT-3 PT-3 PT-3 PT-3 WM-1 RB-1 PT-3 PT-3 PT-3 PT-3 SC-1 RB-1 PT-3 PT-3 PT-3 PT-3 WM-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-4 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-4 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-4 RB-1 PT-3 PT-3 PT-3 PT-4 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 LVT-1 RB-1 T-2 T-2 T-2 T-2 T-1 TB-1 T-2 T-2 T-2 T-2 T-1 TB-2 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 PT-3 PT-3 PT-3 PT-3 SC-1 RB-1 PT-3 PT-3 PT-3 PT-3 SC-1 RB-1 EMERG. OPERATIONS CENTER 109 SUPERVSR. 108 LOGISTICS 107 TLT./SHWR. 106 ELEV. 115 MECH. 102 MECH. 123 STAIR 1 101 MECH. YARD 131 TELECOM 112 LOGISTICS 113 MEDIA / COMM. ROOM 110 ELECT. 111 CONNECTOR CORRIDOR 100 SECURE ACCESS 128 EXIT VEST. 129 TLT./SHWR 105 JAN. 103 STAIR 2 127 CORRIDOR 114 JOINT INFO./ PRESS - OPERATIONS - J/U 116 JOINT UTILIZATION 118 JOINT UTILIZATION 119 ELECT. 121 FUNCT. DISABILITY 120 OEC CORE 117 TLT. 124 TLT. 125 BREAK 126 STORAGE 122 OPEN OEC STAIR 130 PT-3 PT-3 PT-3 PT-3 WM-1 RB-1 - - - - CPT-1 - 2 2 1 MATCHLINE 'A' REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A801 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room GROUND & 1ST FLOOR - FINISH PLANS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/16" = 1'-0" A801 BASEMENT FINISH PLAN C1 FINISH SELECTIONS ACT ACT-1 ARMSTRONG CEILINGS, HIGH PERFORMANCE ACCOUSTIC PERFORMANCE IN LOBBY ACT-2 ARMSTRONG CEILINGS, STANDARD 24X24 IN OFFICES, CORRIDORS, AND CONFERENCE ROOMS ACT-3 ARMSTRONG CEILINGS,WASHABLE IN KITCHENS, DINING ROOMS, AND BUNK ROOMS BLINDS/SHADES SH-1 CIGMA SHADES, MERMET, E SCREEN ME007020 5% OPEN, PEARL/LINEN, HARDWARE: CHARCOAL BRONZE CARPET CPT-1 J+J FLOORING. KINETEX, PATTERN: CATALYST 1841, COLOR: CHEMISTRY, SIZE:12" x 24" MODULES. INSTALLATION: TBD CPT-3 INTERFACE. COLLECTION: SIMPLE ABSTRACTION. PATTERN:VIDEO SPECTRUM, COLOR: TBD, MODULAR PLANK 9.845" X 39.38" INSTALLATION: HORIZONTAL ASHLAR CPT-4 INTERFACE. COLLECTION: REFLECTORS. PATTERN: NIGHT LIGHTS, COLOR: IRON AZURE, MODULAR PLANK 9.845" X 39.38" INSTALLATION: HORIZONTAL ASHLAR COMPOSITION FLOORING VCT-1 ARMSTRONG FLOORING. VINYL COMPOSITE TILE. RAFFIA STREAM. COLOR: TBD. TILE SIZE:12"X24" INSTALLATION: MONOLITHIC CONCRETE SC-1 SEALED CONCRETE,POLISHED WITH HARDENING SEALER LUXURY VINYL TILE LVT-1 INTERFACE. COLLECTION: DESERT SCAPES. PLANT-ASTIC. COLOR: DUNE DUST A02202. MODULAR PLANK 9.845" X 39.38" INSTALLATION: HORIZONTAL ASHLAR LVT-2 PATCRAFT. PATTERN: PAINTED WEFT I483V. COLOR: TBD. MODULAR PLANK: 9" X 36" INSTALLATION: BRICK PAINT PT-1 SHERWIN WILLIAMS. SW 7069 IRON ORE. SEMI-GLOSS FINISH (TRIM PAINT) PT-2 SHERWIN WILLIAMS. SW 7007 CEILING BRIGHT WHITE. FLAT/MATTE FINISH. (GENERAL CEILING PAINT) PT-3 SHERWIN WILLIAMS, SW 7029 AGREEABLE GRAY, EGGSHELL FINISH. (MAIN WALL PAINT) PT-4 SHERWIN WILLIAMS, SW 0047 STUDIO BLUE GREEN, EGGSHELL FINISH. (ACCENT WALL PAINT) PT-6 SHERWIN WILLIAMS. SW 7007 CEILING BRIGHT WHITE. SATIN FINISH. (CEILING PAINT AT RESTROOMS AND SHOWERS) PLASTIC LAMINATE PL-1 WILSONART, 4813-60 NICKEL EV (BACK OF HOUSE COUNTERTOPS) PL-2 WILSONART, 7939-18 VAPOR STRANDZ. (BACK OF HOUSE CABINETS), NOTE: ONLY USED ON VERTICAL SURFACE OF BASE CABINETS PL-3 WILSONART, 8220-38 FRENCH PEAR (AT SPECIALTY MILLWORK CABINETS WITH SOLID SURFACE) NOTE: ONLY USED ON VERTICAL SURFACE OF BASE CABINETS PORCELAIN TILE T-1 DALTILE, PORCELAIN FLOOR TILES, DESIGN: MARBLE ATACHE LAVISH. COLOR: DIAMOND CARRARA MA70. FINISH: MATTE, SIZE: 12X24, INSTALLATION: BRICKWORK. GROUT: MAPEI COLOR: TBD. GROUT THICKNESS: 1/8". TB-1 DALTILE, BULLNOSE BASE, DESIGN: MARBLE ATACHE LAVISH. COLOR: DIAMOND CARRARA MA70.FINISH: MATTE, SIZE: 3"X24", GROUT: MAPEI COLOR: TBD. GROUT THICKNESS: 1/8". RUBBER BASE RB-1 JOHNSONITE, COVE BASE, COLOR: TBD, HEIGHT: 4" SOLID SURFACE SS-1 WILSONART, SOLID SURFACE, GREY BEOLA 9218CM. 1/4" ROUND EDGE (RESTROOM, BREAKROOM, KITCHEN, AND DINING COUNTERTOPS) SS-2 WILSONART, SOLID SURFACE, BEIGE TRAVERTINE, 9236SS (WINDOW SILLS) WALK OFF MAT WM-1 SHAW CONTRACT. PRODUCT: PORTAL TILE 5T035, COLOR: STERLING 34557. CONSTRUCTION: MULTI-LEVEL PATTERN LOOP, FIBER: ECO SOLUTION Q NYLON, BACKING: ECOWORX TILE.RADIANT PANEL: CLASS 1, NBS SMOKE: LESS THAN 450. TILE SIZE: 24"X24", INSTALLATION: MONOLITHIC. NOTE: INSET. WALL TILE T-2 DALTILE, PORCELAIN FLOOR TILES, DESIGN :MARBLE ATACHE LAVISH. COLOR: DIAMOND CARRARA MA70. FINISH: POLISHED, SIZE: 12X24, INSTALLATION: BRICKWORK. GROUT: MAPEI COLOR: TBD. GROUT THICKNESS: 1/8". 1/8" = 1'-0" A801 1ST FLOOR FINISH PLAN A1 No. Description Date KEYNOTES - FINISH PLAN # DESCRIPTION 1 EXPOSED CONCRETE STAIR, INTEGRAL DYE, BRUSHED FINISH, ABRASIVE NOSING (SCHLUTER TREP-EKF) 2 TARKETT RUBBER RISERS AND TREADS. DN DN PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 SC-1 RB-1 T-2 T-2 T-2 T-2 T-1 TB-1 T-2 T-2 T-2 T-2 T-1 TB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-4 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-4 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-4 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-4 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 PT-3 PT-3 PT-3 PT-4 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-3 RB-1 T-2 T-2 T-2 T-2 T-1 TB-1 T-2 T-2 T-2 T-2 T-1 TB-1 PT-3 PT-3 PT-3 PT-3 SC-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 LVT-1 RB-1 PT-3 PT-3 PT-4 PT-3 LVT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-3 RB-1 PT-4 PT-3 PT-3 PT-3 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 TSUNAMI ALERT 211 TELECOMM. 217 ELECT. 215 SECURE ACCESS 213 SECURITY OFFICE 214 RETREAT 208 PARTS ROOM 110 STORAGE 129 STORAGE 184 STORAGE 199 MECH. 202 STAIR 1 201 CONNECTOR CORRIDOR 200 ELEV. 220 PATIO 12 MECH. YARD 13 ENTRY PATIO 14 MECH. 226 COMMUNICATIONS - J/U 221 JOINT UTILIZATION 223 JOINT UTILIZATION 224 ELECT. 225 TLT. 227 TLT. 228 STAIR 2 230 STOR. 229 OEC CORE 219 FLEX 218 HALL 216 BREAKROOM 207 SQUAD LEADER 209 SUPERVISOR 210 TLT. 206 TLT. 205 CIRC./WORK 204 CALL CENTER 212 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 2 2 1 FLOORING X ACCENT FINISH GENERAL GENERAL CARPET CPT-1A VINYL COMPOSITION TILE RT-2A ROOM NAME & NUMBER ROOM NAME 100 LUXURY VINYL TILE RT-1A, RT-4A, RT-5A PORCELAIN TILE TL-1 ACCENT CARPET CPT-2A KINETEX KX-1 ACCENT CARPET CPT-3A FINISH SYMBOLS LEGEND 90° CORNER GUARD PROVIDE AT CORNER - HEIGHT PER FINISH LEGEND 90° CORNER GUARDS PROVIDE TWO AT ENDWALL LOCATIONS 135° CORNER GUARD PROVIDE AT CORNER - HEIGHT PER FINISH LEFEND 90° CORNER GUARDS PROVIDE AT ALL EXPOSED COLUMN CORNERS CORNER GUARD INSTALLATION EXISTING CONCRETE, TO BE CLEANED AND RESEALED - CON COMPOSITION/EPOXY FLOORING CMP-1A WALK-OFF MAT WOM-1A WALL WALL WALL WALL FLOOR BASE STANDARD FINISH SYMBOL - REFER TO PLAN DIRECTION OF GRAIN/ LINEARITY OF FINISH SAME HEIGHT TRANSITION DIFFERENT HEIGHT TRANSITION STATIC DISSIPATIVE TILE RT-3A NOT IN SCOPE 1. INSTALL TRANSITION STRIPS BETWEEN DISSIMILAR FLOOR FINISHES. SELECT APPROPRIATE DETAIL FOR SURFACE TYPES, SEE DETAILS THIS SHEET 2. CONTRACTOR TO SUBMIT ALL FINISH SAMPLES TO ARCHITECT PRIOR TO ORDERING FOR VERIFICATION OF CORRECT PRODUCT AND COLOR. 3. PROVIDE CORNER GUARDS AT ALL EXTERIOR DRYWALL CORNERS. REFER TO D1/A700 FOR DETAILS. 4. FINISHES TO MEET FLAME SPREAD AND SMOKE DEVELOPED RATINGS PER CODE. 5. EXTEND FLOORING UNDER COUNTERTOPS AND BASE CABINETS UNLESS NOTED OTHERWISE. 6. REFER TO REFLECTED CEILING PLANS FOR CEILING TYPES AND FINISHES. ALL VERTICAL SURFACE PAINT AT SOFFITS TO MATCH ADJACENT U.N.O. ALL HORIZONTAL SURFACES TO BE PAINTED PT-6. PAINT GYPSUM WALLBOARD CEILING PT-6 UNLESS NOTED OTHERWISE. 7. VERTICAL SURFACES & UNDERSIDE OF SOFFITS TO MATCH WALL FINISH SCHEDULE FOR ROOM. COORDINATE ACCENT AND COLOR PLACEMENT WITH ARCHITECT. 8. PAINT FINISHES TO BE EGGSHELL FINISH ON WALL AND SEMI-GLOSS ON DOOR FRAMES. 9. REFER TO FINISH PLAN FOR ACCENT FINISHES. 10. SIGNAGE WILL BE OWNER PROVIDED AND CONTRACO INSTALLED. COORDINATE LOCATIONS AND ANY BLOCKING AS REQUIRED. 11. ALIGN WALL GROUT JOINT BETWEEN PORCELAIN WALL TILE, BASE TILE, AND FLOOR TILES. TYP. USE INSIDE AND OUTSIDE TRIM CORNERS AS NECESSARY. GORUT JOINTS TO BE NO MORE THAN 1/16" IN WIDTH. 12. TRANSITIONS BETWEEN FLOORING MATERIALS TO OCCUR @ CENTER LINE OF DOOR. 13. PROVIDE SOLID SURFACE (SS-1) SILLS AT ALL WINDOWS. REFER TO FINISH SCHEDULE. 14. WHERE LARGE FINISH SYMBOL IS NOT PROVIDED REFER TO TYPICAL. 15. WHERE RESILIENT FLOORING COLOR TRANSITIONS OCCUR NEAR CORNER CONDITIONS ENSURE TRANSITION OCCURS AS CLOSE TO THE CORNER AS POSSIBLE. 16. GC TO PROVIDE DRYFALL PAINT AT ALL EXPOSED CEILINGS & STRUCTURE INCLUDING COLUMNS, JOISTS, & ROOF DECKING. 17. INSTALL METAL CORNERGUARDS ABOVE BOLLARDS IN WAREHOUSE. 18. GRIND SMOOTH AND PAINT AT EXISTING EXPOSED INTERIOR BUILDING COLUMNS FROM REMOVED CHECKPLATES. LEAVE CHECKPLATES IN PLACE IN WAREHOUSE LOCATIONS. 19. INSTALL HIGH-IMPACT WAINSCOT TO 4' IN WAREHOUSE. GC TO SPECIFY. 20. NOT USED 21. VESPHENE AND Lph (FROM STERIS), 70% ISOPROPYL ALCOHOL (IPA), AND SPOR KELNZ CLEANING CHEMICALS ARE USED IN GOWNING AREA AND LABS. FINISH MANUFACTURERS TO PLEASE NOTIFY ARCHITECT OF ANY CONCERNS REGARDING COMPATIBILITY PRIOR TO INSTALLATION. • NOT ALL FINISH MATERIALS/DETAILS THIS SHEET ARE APPICABLE TO SHELL/CORE. GENERAL FINISH NOTES MFR CONTACT INFO ALTRO 1-800-377-5597 CHARTER INDUSTRIES 1-800-538-9088 FLEXCO 1-800-633-3151 INPRO CORPORATION 1-800-222-5556 JOHNSONITE 1-800-899-8916 LEES 1-800-523-5647 MARLITE 1-800-377-1221 PANOLAM INDUSTIES 1-888-375-9255 USG 1-800-874-4968 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A802 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 2ND FLOOR - FINISH PLANS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1/8" = 1'-0" A802 2ND FLOOR FINISH PLAN A1 No. Description Date FINISH SELECTIONS ACT ACT-1 ARMSTRONG CEILINGS, HIGH PERFORMANCE ACCOUSTIC PERFORMANCE IN LOBBY ACT-2 ARMSTRONG CEILINGS, STANDARD 24X24 IN OFFICES, CORRIDORS, AND CONFERENCE ROOMS ACT-3 ARMSTRONG CEILINGS,WASHABLE IN KITCHENS, DINING ROOMS, AND BUNK ROOMS BLINDS/SHADES SH-1 CIGMA SHADES, MERMET, E SCREEN ME007020 5% OPEN, PEARL/LINEN, HARDWARE: CHARCOAL BRONZE CARPET CPT-1 J+J FLOORING. KINETEX, PATTERN: CATALYST 1841, COLOR: CHEMISTRY, SIZE:12" x 24" MODULES. INSTALLATION: TBD CPT-3 INTERFACE. COLLECTION: SIMPLE ABSTRACTION. PATTERN:VIDEO SPECTRUM, COLOR: TBD, MODULAR PLANK 9.845" X 39.38" INSTALLATION: HORIZONTAL ASHLAR CPT-4 INTERFACE. COLLECTION: REFLECTORS. PATTERN: NIGHT LIGHTS, COLOR: IRON AZURE, MODULAR PLANK 9.845" X 39.38" INSTALLATION: HORIZONTAL ASHLAR COMPOSITION FLOORING VCT-1 ARMSTRONG FLOORING. VINYL COMPOSITE TILE. RAFFIA STREAM. COLOR: TBD. TILE SIZE:12"X24" INSTALLATION: MONOLITHIC CONCRETE SC-1 SEALED CONCRETE,POLISHED WITH HARDENING SEALER LUXURY VINYL TILE LVT-1 INTERFACE. COLLECTION: DESERT SCAPES. PLANT-ASTIC. COLOR: DUNE DUST A02202. MODULAR PLANK 9.845" X 39.38" INSTALLATION: HORIZONTAL ASHLAR LVT-2 PATCRAFT. PATTERN: PAINTED WEFT I483V. COLOR: TBD. MODULAR PLANK: 9" X 36" INSTALLATION: BRICK PAINT PT-1 SHERWIN WILLIAMS. SW 7069 IRON ORE. SEMI-GLOSS FINISH (TRIM PAINT) PT-2 SHERWIN WILLIAMS. SW 7007 CEILING BRIGHT WHITE. FLAT/MATTE FINISH. (GENERAL CEILING PAINT) PT-3 SHERWIN WILLIAMS, SW 7029 AGREEABLE GRAY, EGGSHELL FINISH. (MAIN WALL PAINT) PT-4 SHERWIN WILLIAMS, SW 0047 STUDIO BLUE GREEN, EGGSHELL FINISH. (ACCENT WALL PAINT) PT-6 SHERWIN WILLIAMS. SW 7007 CEILING BRIGHT WHITE. SATIN FINISH. (CEILING PAINT AT RESTROOMS AND SHOWERS) PLASTIC LAMINATE PL-1 WILSONART, 4813-60 NICKEL EV (BACK OF HOUSE COUNTERTOPS) PL-2 WILSONART, 7939-18 VAPOR STRANDZ. (BACK OF HOUSE CABINETS), NOTE: ONLY USED ON VERTICAL SURFACE OF BASE CABINETS PL-3 WILSONART, 8220-38 FRENCH PEAR (AT SPECIALTY MILLWORK CABINETS WITH SOLID SURFACE) NOTE: ONLY USED ON VERTICAL SURFACE OF BASE CABINETS PORCELAIN TILE T-1 DALTILE, PORCELAIN FLOOR TILES, DESIGN: MARBLE ATACHE LAVISH. COLOR: DIAMOND CARRARA MA70. FINISH: MATTE, SIZE: 12X24, INSTALLATION: BRICKWORK. GROUT: MAPEI COLOR: TBD. GROUT THICKNESS: 1/8". TB-1 DALTILE, BULLNOSE BASE, DESIGN: MARBLE ATACHE LAVISH. COLOR: DIAMOND CARRARA MA70.FINISH: MATTE, SIZE: 3"X24", GROUT: MAPEI COLOR: TBD. GROUT THICKNESS: 1/8". RUBBER BASE RB-1 JOHNSONITE, COVE BASE, COLOR: TBD, HEIGHT: 4" SOLID SURFACE SS-1 WILSONART, SOLID SURFACE, GREY BEOLA 9218CM. 1/4" ROUND EDGE (RESTROOM, BREAKROOM, KITCHEN, AND DINING COUNTERTOPS) SS-2 WILSONART, SOLID SURFACE, BEIGE TRAVERTINE, 9236SS (WINDOW SILLS) WALK OFF MAT WM-1 SHAW CONTRACT. PRODUCT: PORTAL TILE 5T035, COLOR: STERLING 34557. CONSTRUCTION: MULTI-LEVEL PATTERN LOOP, FIBER: ECO SOLUTION Q NYLON, BACKING: ECOWORX TILE.RADIANT PANEL: CLASS 1, NBS SMOKE: LESS THAN 450. TILE SIZE: 24"X24", INSTALLATION: MONOLITHIC. NOTE: INSET. WALL TILE T-2 DALTILE, PORCELAIN FLOOR TILES, DESIGN :MARBLE ATACHE LAVISH. COLOR: DIAMOND CARRARA MA70. FINISH: POLISHED, SIZE: 12X24, INSTALLATION: BRICKWORK. GROUT: MAPEI COLOR: TBD. GROUT THICKNESS: 1/8". KEYNOTES - FINISH PLAN # DESCRIPTION 1 EXPOSED CONCRETE STAIR, INTEGRAL DYE, BRUSHED FINISH, ABRASIVE NOSING (SCHLUTER TREP-EKF) 2 TARKETT RUBBER RISERS AND TREADS. PT-3 PT-3 PT-3 PT-3 SC-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 T-2 T-2 T-2 T-2 T-1 TB-1 T-2 T-2 T-2 T-2 T-1 TB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-4 PT-3 PT-3 CPT-3 RB-1 PT-4 PT-3 PT-3 PT-3 LVT-1 RB-1 PT-3 PT-4 PT-3 PT-3 CPT-3 RB-1 PT-3 PT-4 PT-3 PT-3 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-4 PT-3 PT-3 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 LVT-1 RB-1 PT-4 PT-3 PT-3 PT-3 LVT-1 RB-1 T-2 T-2 T-2 T-2 T-1 TB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-4 LVT-2 RB-1 T-2 T-2 T-2 T-2 T-1 TB-1 T-2 T-2 T-2 T-2 T-1 TB-1 PT-3 PT-3 PT-4 PT-3 LVT-2 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 SC-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 KITCHEN 313 STORAGE 321 FUSION CENTER 323 PLANNING ASST. 320 BREAK ROOM 325 ELECT. 328 LAUNDRY 306 STORAGE 308 LOCKER / FLEXROOM 310 M. BUNK ROOM 305 TOILET/ SHWR RM 307 TOILET/ SHWR RM 309 W. BUNK ROOM 311 TOILET 312 STAIR 1 301 MECH. 302 JAN. 203 DINING ROOM 314 IT 316 STOR. 315 ELECT. 317 CORRIDOR 300 FLEX 324 PLANNER 322 ELEV. LOBBY 318 P.INFO/OUTREACH/TSUNAMI 326 CORRIDOR 327 STAIR 2 332 STOR. 333 TLT. 331 TLT. 330 MECH. 329 CORRIDOR 304 2 2 FLOORING X ACCENT FINISH GENERAL GENERAL CARPET CPT-1A VINYL COMPOSITION TILE RT-2A ROOM NAME & NUMBER ROOM NAME 100 LUXURY VINYL TILE RT-1A, RT-4A, RT-5A PORCELAIN TILE TL-1 ACCENT CARPET CPT-2A KINETEX KX-1 ACCENT CARPET CPT-3A FINISH SYMBOLS LEGEND 90° CORNER GUARD PROVIDE AT CORNER - HEIGHT PER FINISH LEGEND 90° CORNER GUARDS PROVIDE TWO AT ENDWALL LOCATIONS 135° CORNER GUARD PROVIDE AT CORNER - HEIGHT PER FINISH LEFEND 90° CORNER GUARDS PROVIDE AT ALL EXPOSED COLUMN CORNERS CORNER GUARD INSTALLATION EXISTING CONCRETE, TO BE CLEANED AND RESEALED - CON COMPOSITION/EPOXY FLOORING CMP-1A WALK-OFF MAT WOM-1A WALL WALL WALL WALL FLOOR BASE STANDARD FINISH SYMBOL - REFER TO PLAN DIRECTION OF GRAIN/ LINEARITY OF FINISH SAME HEIGHT TRANSITION DIFFERENT HEIGHT TRANSITION STATIC DISSIPATIVE TILE RT-3A NOT IN SCOPE 1. INSTALL TRANSITION STRIPS BETWEEN DISSIMILAR FLOOR FINISHES. SELECT APPROPRIATE DETAIL FOR SURFACE TYPES, SEE DETAILS THIS SHEET 2. CONTRACTOR TO SUBMIT ALL FINISH SAMPLES TO ARCHITECT PRIOR TO ORDERING FOR VERIFICATION OF CORRECT PRODUCT AND COLOR. 3. PROVIDE CORNER GUARDS AT ALL EXTERIOR DRYWALL CORNERS. REFER TO D1/A700 FOR DETAILS. 4. FINISHES TO MEET FLAME SPREAD AND SMOKE DEVELOPED RATINGS PER CODE. 5. EXTEND FLOORING UNDER COUNTERTOPS AND BASE CABINETS UNLESS NOTED OTHERWISE. 6. REFER TO REFLECTED CEILING PLANS FOR CEILING TYPES AND FINISHES. ALL VERTICAL SURFACE PAINT AT SOFFITS TO MATCH ADJACENT U.N.O. ALL HORIZONTAL SURFACES TO BE PAINTED PT-6. PAINT GYPSUM WALLBOARD CEILING PT-6 UNLESS NOTED OTHERWISE. 7. VERTICAL SURFACES & UNDERSIDE OF SOFFITS TO MATCH WALL FINISH SCHEDULE FOR ROOM. COORDINATE ACCENT AND COLOR PLACEMENT WITH ARCHITECT. 8. PAINT FINISHES TO BE EGGSHELL FINISH ON WALL AND SEMI-GLOSS ON DOOR FRAMES. 9. REFER TO FINISH PLAN FOR ACCENT FINISHES. 10. SIGNAGE WILL BE OWNER PROVIDED AND CONTRACO INSTALLED. COORDINATE LOCATIONS AND ANY BLOCKING AS REQUIRED. 11. ALIGN WALL GROUT JOINT BETWEEN PORCELAIN WALL TILE, BASE TILE, AND FLOOR TILES. TYP. USE INSIDE AND OUTSIDE TRIM CORNERS AS NECESSARY. GORUT JOINTS TO BE NO MORE THAN 1/16" IN WIDTH. 12. TRANSITIONS BETWEEN FLOORING MATERIALS TO OCCUR @ CENTER LINE OF DOOR. 13. PROVIDE SOLID SURFACE (SS-1) SILLS AT ALL WINDOWS. REFER TO FINISH SCHEDULE. 14. WHERE LARGE FINISH SYMBOL IS NOT PROVIDED REFER TO TYPICAL. 15. WHERE RESILIENT FLOORING COLOR TRANSITIONS OCCUR NEAR CORNER CONDITIONS ENSURE TRANSITION OCCURS AS CLOSE TO THE CORNER AS POSSIBLE. 16. GC TO PROVIDE DRYFALL PAINT AT ALL EXPOSED CEILINGS & STRUCTURE INCLUDING COLUMNS, JOISTS, & ROOF DECKING. 17. INSTALL METAL CORNERGUARDS ABOVE BOLLARDS IN WAREHOUSE. 18. GRIND SMOOTH AND PAINT AT EXISTING EXPOSED INTERIOR BUILDING COLUMNS FROM REMOVED CHECKPLATES. LEAVE CHECKPLATES IN PLACE IN WAREHOUSE LOCATIONS. 19. INSTALL HIGH-IMPACT WAINSCOT TO 4' IN WAREHOUSE. GC TO SPECIFY. 20. NOT USED 21. VESPHENE AND Lph (FROM STERIS), 70% ISOPROPYL ALCOHOL (IPA), AND SPOR KELNZ CLEANING CHEMICALS ARE USED IN GOWNING AREA AND LABS. FINISH MANUFACTURERS TO PLEASE NOTIFY ARCHITECT OF ANY CONCERNS REGARDING COMPATIBILITY PRIOR TO INSTALLATION. • NOT ALL FINISH MATERIALS/DETAILS THIS SHEET ARE APPICABLE TO SHELL/CORE. GENERAL FINISH NOTES MFR CONTACT INFO ALTRO 1-800-377-5597 CHARTER INDUSTRIES 1-800-538-9088 FLEXCO 1-800-633-3151 INPRO CORPORATION 1-800-222-5556 JOHNSONITE 1-800-899-8916 LEES 1-800-523-5647 MARLITE 1-800-377-1221 PANOLAM INDUSTIES 1-888-375-9255 USG 1-800-874-4968 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A803 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 3RD FLOOR - FINISH PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 No. Description Date 1/8" = 1'-0" A803 3RD FLOOR FINISH PLAN A1 FINISH SELECTIONS ACT ACT-1 ARMSTRONG CEILINGS, HIGH PERFORMANCE ACCOUSTIC PERFORMANCE IN LOBBY ACT-2 ARMSTRONG CEILINGS, STANDARD 24X24 IN OFFICES, CORRIDORS, AND CONFERENCE ROOMS ACT-3 ARMSTRONG CEILINGS,WASHABLE IN KITCHENS, DINING ROOMS, AND BUNK ROOMS BLINDS/SHADES SH-1 CIGMA SHADES, MERMET, E SCREEN ME007020 5% OPEN, PEARL/LINEN, HARDWARE: CHARCOAL BRONZE CARPET CPT-1 J+J FLOORING. KINETEX, PATTERN: CATALYST 1841, COLOR: CHEMISTRY, SIZE:12" x 24" MODULES. INSTALLATION: TBD CPT-3 INTERFACE. COLLECTION: SIMPLE ABSTRACTION. PATTERN:VIDEO SPECTRUM, COLOR: TBD, MODULAR PLANK 9.845" X 39.38" INSTALLATION: HORIZONTAL ASHLAR CPT-4 INTERFACE. COLLECTION: REFLECTORS. PATTERN: NIGHT LIGHTS, COLOR: IRON AZURE, MODULAR PLANK 9.845" X 39.38" INSTALLATION: HORIZONTAL ASHLAR COMPOSITION FLOORING VCT-1 ARMSTRONG FLOORING. VINYL COMPOSITE TILE. RAFFIA STREAM. COLOR: TBD. TILE SIZE:12"X24" INSTALLATION: MONOLITHIC CONCRETE SC-1 SEALED CONCRETE,POLISHED WITH HARDENING SEALER LUXURY VINYL TILE LVT-1 INTERFACE. COLLECTION: DESERT SCAPES. PLANT-ASTIC. COLOR: DUNE DUST A02202. MODULAR PLANK 9.845" X 39.38" INSTALLATION: HORIZONTAL ASHLAR LVT-2 PATCRAFT. PATTERN: PAINTED WEFT I483V. COLOR: TBD. MODULAR PLANK: 9" X 36" INSTALLATION: BRICK PAINT PT-1 SHERWIN WILLIAMS. SW 7069 IRON ORE. SEMI-GLOSS FINISH (TRIM PAINT) PT-2 SHERWIN WILLIAMS. SW 7007 CEILING BRIGHT WHITE. FLAT/MATTE FINISH. (GENERAL CEILING PAINT) PT-3 SHERWIN WILLIAMS, SW 7029 AGREEABLE GRAY, EGGSHELL FINISH. (MAIN WALL PAINT) PT-4 SHERWIN WILLIAMS, SW 0047 STUDIO BLUE GREEN, EGGSHELL FINISH. (ACCENT WALL PAINT) PT-6 SHERWIN WILLIAMS. SW 7007 CEILING BRIGHT WHITE. SATIN FINISH. (CEILING PAINT AT RESTROOMS AND SHOWERS) PLASTIC LAMINATE PL-1 WILSONART, 4813-60 NICKEL EV (BACK OF HOUSE COUNTERTOPS) PL-2 WILSONART, 7939-18 VAPOR STRANDZ. (BACK OF HOUSE CABINETS), NOTE: ONLY USED ON VERTICAL SURFACE OF BASE CABINETS PL-3 WILSONART, 8220-38 FRENCH PEAR (AT SPECIALTY MILLWORK CABINETS WITH SOLID SURFACE) NOTE: ONLY USED ON VERTICAL SURFACE OF BASE CABINETS PORCELAIN TILE T-1 DALTILE, PORCELAIN FLOOR TILES, DESIGN: MARBLE ATACHE LAVISH. COLOR: DIAMOND CARRARA MA70. FINISH: MATTE, SIZE: 12X24, INSTALLATION: BRICKWORK. GROUT: MAPEI COLOR: TBD. GROUT THICKNESS: 1/8". TB-1 DALTILE, BULLNOSE BASE, DESIGN: MARBLE ATACHE LAVISH. COLOR: DIAMOND CARRARA MA70.FINISH: MATTE, SIZE: 3"X24", GROUT: MAPEI COLOR: TBD. GROUT THICKNESS: 1/8". RUBBER BASE RB-1 JOHNSONITE, COVE BASE, COLOR: TBD, HEIGHT: 4" SOLID SURFACE SS-1 WILSONART, SOLID SURFACE, GREY BEOLA 9218CM. 1/4" ROUND EDGE (RESTROOM, BREAKROOM, KITCHEN, AND DINING COUNTERTOPS) SS-2 WILSONART, SOLID SURFACE, BEIGE TRAVERTINE, 9236SS (WINDOW SILLS) WALK OFF MAT WM-1 SHAW CONTRACT. PRODUCT: PORTAL TILE 5T035, COLOR: STERLING 34557. CONSTRUCTION: MULTI-LEVEL PATTERN LOOP, FIBER: ECO SOLUTION Q NYLON, BACKING: ECOWORX TILE.RADIANT PANEL: CLASS 1, NBS SMOKE: LESS THAN 450. TILE SIZE: 24"X24", INSTALLATION: MONOLITHIC. NOTE: INSET. WALL TILE T-2 DALTILE, PORCELAIN FLOOR TILES, DESIGN :MARBLE ATACHE LAVISH. COLOR: DIAMOND CARRARA MA70. FINISH: POLISHED, SIZE: 12X24, INSTALLATION: BRICKWORK. GROUT: MAPEI COLOR: TBD. GROUT THICKNESS: 1/8". KEYNOTES - FINISH PLAN # DESCRIPTION 1 EXPOSED CONCRETE STAIR, INTEGRAL DYE, BRUSHED FINISH, ABRASIVE NOSING (SCHLUTER TREP-EKF) 2 TARKETT RUBBER RISERS AND TREADS. PT-3 PT-3 PT-3 PT-3 SC-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 T-2 T-2 T-2 T-2 T-1 TB-1 T-2 T-2 T-2 T-2 T-1 TB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-4 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-4 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 T-2 T-2 T-2 T-2 T-1 TB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-4 PT-3 PT-3 CPT-3 RB-1 PT-3 PT-4 PT-3 PT-3 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 PT-4 PT-3 PT-3 PT-3 CPT-3 RB-1 PT-4 PT-3 PT-3 PT-3 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 PT-3 PT-3 PT-3 PT-4 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-4 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-4 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-4 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-1 RB-1 PT-3 PT-3 PT-3 PT-3 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-4 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-4 CPT-3 RB-1 PT-3 PT-3 PT-4 PT-3 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-4 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-4 CPT-3 RB-1 PT-3 PT-3 PT-4 PT-3 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-4 CPT-3 RB-1 PT-3 PT-3 PT-3 PT-4 LVT-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 T-2 T-2 T-2 T-2 T-1 TB-1 T-2 T-2 T-2 T-2 T-1 TB-1 PT-3 PT-3 PT-3 PT-3 SC-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 RB-1 PT-3 PT-3 PT-3 PT-3 VCT-1 TB-1 STORAGE 407 FLEX OFFICE 409 DD HUMAN RESOURCES 411 BREAK ROOM 408 DD LOGISTICS 410 TLT. 406 TLT. 405 STAIR 1 401 MECH. 402 JAN. 403 DD OPERATIONS 412 HAZARD MITIGATION 414 FEMA CARIBBEAN OFFICE 416 DD PLAN & PREP 413 FINANCE 415 FEMA CARIBBEAN OFFICE 418 GRANTS 417 PUBLIC ASSISTANCE 419 FLEX 420 ELECT. 424 IT 423 STOR. 422 FLEX SUPPORT 421 CORRIDOR 400 ELEV. LOBBY 425 COPY/ SUPPLY 427 DIRECTOR EXECUTIVE ASSISTANT 429 FLEX SPACE 428 COMMUNICATIONS 436 CONFERENCE ROOM 435 ASST. DIRECTOR 430 STORAGE 433 TOILET 432 DIRECTOR 431 STAIR 2 441 TLT. 440 TLT. 439 ELECT. 437 CORRIDOR 434 STORAGE 442 MECH. 438 2 2 FLOORING X ACCENT FINISH GENERAL GENERAL CARPET CPT-1A VINYL COMPOSITION TILE RT-2A ROOM NAME & NUMBER ROOM NAME 100 LUXURY VINYL TILE RT-1A, RT-4A, RT-5A PORCELAIN TILE TL-1 ACCENT CARPET CPT-2A KINETEX KX-1 ACCENT CARPET CPT-3A FINISH SYMBOLS LEGEND 90° CORNER GUARD PROVIDE AT CORNER - HEIGHT PER FINISH LEGEND 90° CORNER GUARDS PROVIDE TWO AT ENDWALL LOCATIONS 135° CORNER GUARD PROVIDE AT CORNER - HEIGHT PER FINISH LEFEND 90° CORNER GUARDS PROVIDE AT ALL EXPOSED COLUMN CORNERS CORNER GUARD INSTALLATION EXISTING CONCRETE, TO BE CLEANED AND RESEALED - CON COMPOSITION/EPOXY FLOORING CMP-1A WALK-OFF MAT WOM-1A WALL WALL WALL WALL FLOOR BASE STANDARD FINISH SYMBOL - REFER TO PLAN DIRECTION OF GRAIN/ LINEARITY OF FINISH SAME HEIGHT TRANSITION DIFFERENT HEIGHT TRANSITION STATIC DISSIPATIVE TILE RT-3A NOT IN SCOPE 1. INSTALL TRANSITION STRIPS BETWEEN DISSIMILAR FLOOR FINISHES. SELECT APPROPRIATE DETAIL FOR SURFACE TYPES, SEE DETAILS THIS SHEET 2. CONTRACTOR TO SUBMIT ALL FINISH SAMPLES TO ARCHITECT PRIOR TO ORDERING FOR VERIFICATION OF CORRECT PRODUCT AND COLOR. 3. PROVIDE CORNER GUARDS AT ALL EXTERIOR DRYWALL CORNERS. REFER TO D1/A700 FOR DETAILS. 4. FINISHES TO MEET FLAME SPREAD AND SMOKE DEVELOPED RATINGS PER CODE. 5. EXTEND FLOORING UNDER COUNTERTOPS AND BASE CABINETS UNLESS NOTED OTHERWISE. 6. REFER TO REFLECTED CEILING PLANS FOR CEILING TYPES AND FINISHES. ALL VERTICAL SURFACE PAINT AT SOFFITS TO MATCH ADJACENT U.N.O. ALL HORIZONTAL SURFACES TO BE PAINTED PT-6. PAINT GYPSUM WALLBOARD CEILING PT-6 UNLESS NOTED OTHERWISE. 7. VERTICAL SURFACES & UNDERSIDE OF SOFFITS TO MATCH WALL FINISH SCHEDULE FOR ROOM. COORDINATE ACCENT AND COLOR PLACEMENT WITH ARCHITECT. 8. PAINT FINISHES TO BE EGGSHELL FINISH ON WALL AND SEMI-GLOSS ON DOOR FRAMES. 9. REFER TO FINISH PLAN FOR ACCENT FINISHES. 10. SIGNAGE WILL BE OWNER PROVIDED AND CONTRACO INSTALLED. COORDINATE LOCATIONS AND ANY BLOCKING AS REQUIRED. 11. ALIGN WALL GROUT JOINT BETWEEN PORCELAIN WALL TILE, BASE TILE, AND FLOOR TILES. TYP. USE INSIDE AND OUTSIDE TRIM CORNERS AS NECESSARY. GORUT JOINTS TO BE NO MORE THAN 1/16" IN WIDTH. 12. TRANSITIONS BETWEEN FLOORING MATERIALS TO OCCUR @ CENTER LINE OF DOOR. 13. PROVIDE SOLID SURFACE (SS-1) SILLS AT ALL WINDOWS. REFER TO FINISH SCHEDULE. 14. WHERE LARGE FINISH SYMBOL IS NOT PROVIDED REFER TO TYPICAL. 15. WHERE RESILIENT FLOORING COLOR TRANSITIONS OCCUR NEAR CORNER CONDITIONS ENSURE TRANSITION OCCURS AS CLOSE TO THE CORNER AS POSSIBLE. 16. GC TO PROVIDE DRYFALL PAINT AT ALL EXPOSED CEILINGS & STRUCTURE INCLUDING COLUMNS, JOISTS, & ROOF DECKING. 17. INSTALL METAL CORNERGUARDS ABOVE BOLLARDS IN WAREHOUSE. 18. GRIND SMOOTH AND PAINT AT EXISTING EXPOSED INTERIOR BUILDING COLUMNS FROM REMOVED CHECKPLATES. LEAVE CHECKPLATES IN PLACE IN WAREHOUSE LOCATIONS. 19. INSTALL HIGH-IMPACT WAINSCOT TO 4' IN WAREHOUSE. GC TO SPECIFY. 20. NOT USED 21. VESPHENE AND Lph (FROM STERIS), 70% ISOPROPYL ALCOHOL (IPA), AND SPOR KELNZ CLEANING CHEMICALS ARE USED IN GOWNING AREA AND LABS. FINISH MANUFACTURERS TO PLEASE NOTIFY ARCHITECT OF ANY CONCERNS REGARDING COMPATIBILITY PRIOR TO INSTALLATION. • NOT ALL FINISH MATERIALS/DETAILS THIS SHEET ARE APPICABLE TO SHELL/CORE. GENERAL FINISH NOTES MFR CONTACT INFO ALTRO 1-800-377-5597 CHARTER INDUSTRIES 1-800-538-9088 FLEXCO 1-800-633-3151 INPRO CORPORATION 1-800-222-5556 JOHNSONITE 1-800-899-8916 LEES 1-800-523-5647 MARLITE 1-800-377-1221 PANOLAM INDUSTIES 1-888-375-9255 USG 1-800-874-4968 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A804 August 18, 2022 Checker Author Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room 4TH FLOOR - FINISH PLAN 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 No. Description Date 1/8" = 1'-0" A804 4TH FLOOR FINISH PLAN A1 FINISH SELECTIONS ACT ACT-1 ARMSTRONG CEILINGS, HIGH PERFORMANCE ACCOUSTIC PERFORMANCE IN LOBBY ACT-2 ARMSTRONG CEILINGS, STANDARD 24X24 IN OFFICES, CORRIDORS, AND CONFERENCE ROOMS ACT-3 ARMSTRONG CEILINGS,WASHABLE IN KITCHENS, DINING ROOMS, AND BUNK ROOMS BLINDS/SHADES SH-1 CIGMA SHADES, MERMET, E SCREEN ME007020 5% OPEN, PEARL/LINEN, HARDWARE: CHARCOAL BRONZE CARPET CPT-1 J+J FLOORING. KINETEX, PATTERN: CATALYST 1841, COLOR: CHEMISTRY, SIZE:12" x 24" MODULES. INSTALLATION: TBD CPT-3 INTERFACE. COLLECTION: SIMPLE ABSTRACTION. PATTERN:VIDEO SPECTRUM, COLOR: TBD, MODULAR PLANK 9.845" X 39.38" INSTALLATION: HORIZONTAL ASHLAR CPT-4 INTERFACE. COLLECTION: REFLECTORS. PATTERN: NIGHT LIGHTS, COLOR: IRON AZURE, MODULAR PLANK 9.845" X 39.38" INSTALLATION: HORIZONTAL ASHLAR COMPOSITION FLOORING VCT-1 ARMSTRONG FLOORING. VINYL COMPOSITE TILE. RAFFIA STREAM. COLOR: TBD. TILE SIZE:12"X24" INSTALLATION: MONOLITHIC CONCRETE SC-1 SEALED CONCRETE,POLISHED WITH HARDENING SEALER LUXURY VINYL TILE LVT-1 INTERFACE. COLLECTION: DESERT SCAPES. PLANT-ASTIC. COLOR: DUNE DUST A02202. MODULAR PLANK 9.845" X 39.38" INSTALLATION: HORIZONTAL ASHLAR LVT-2 PATCRAFT. PATTERN: PAINTED WEFT I483V. COLOR: TBD. MODULAR PLANK: 9" X 36" INSTALLATION: BRICK PAINT PT-1 SHERWIN WILLIAMS. SW 7069 IRON ORE. SEMI-GLOSS FINISH (TRIM PAINT) PT-2 SHERWIN WILLIAMS. SW 7007 CEILING BRIGHT WHITE. FLAT/MATTE FINISH. (GENERAL CEILING PAINT) PT-3 SHERWIN WILLIAMS, SW 7029 AGREEABLE GRAY, EGGSHELL FINISH. (MAIN WALL PAINT) PT-4 SHERWIN WILLIAMS, SW 0047 STUDIO BLUE GREEN, EGGSHELL FINISH. (ACCENT WALL PAINT) PT-6 SHERWIN WILLIAMS. SW 7007 CEILING BRIGHT WHITE. SATIN FINISH. (CEILING PAINT AT RESTROOMS AND SHOWERS) PLASTIC LAMINATE PL-1 WILSONART, 4813-60 NICKEL EV (BACK OF HOUSE COUNTERTOPS) PL-2 WILSONART, 7939-18 VAPOR STRANDZ. (BACK OF HOUSE CABINETS), NOTE: ONLY USED ON VERTICAL SURFACE OF BASE CABINETS PL-3 WILSONART, 8220-38 FRENCH PEAR (AT SPECIALTY MILLWORK CABINETS WITH SOLID SURFACE) NOTE: ONLY USED ON VERTICAL SURFACE OF BASE CABINETS PORCELAIN TILE T-1 DALTILE, PORCELAIN FLOOR TILES, DESIGN: MARBLE ATACHE LAVISH. COLOR: DIAMOND CARRARA MA70. FINISH: MATTE, SIZE: 12X24, INSTALLATION: BRICKWORK. GROUT: MAPEI COLOR: TBD. GROUT THICKNESS: 1/8". TB-1 DALTILE, BULLNOSE BASE, DESIGN: MARBLE ATACHE LAVISH. COLOR: DIAMOND CARRARA MA70.FINISH: MATTE, SIZE: 3"X24", GROUT: MAPEI COLOR: TBD. GROUT THICKNESS: 1/8". RUBBER BASE RB-1 JOHNSONITE, COVE BASE, COLOR: TBD, HEIGHT: 4" SOLID SURFACE SS-1 WILSONART, SOLID SURFACE, GREY BEOLA 9218CM. 1/4" ROUND EDGE (RESTROOM, BREAKROOM, KITCHEN, AND DINING COUNTERTOPS) SS-2 WILSONART, SOLID SURFACE, BEIGE TRAVERTINE, 9236SS (WINDOW SILLS) WALK OFF MAT WM-1 SHAW CONTRACT. PRODUCT: PORTAL TILE 5T035, COLOR: STERLING 34557. CONSTRUCTION: MULTI-LEVEL PATTERN LOOP, FIBER: ECO SOLUTION Q NYLON, BACKING: ECOWORX TILE.RADIANT PANEL: CLASS 1, NBS SMOKE: LESS THAN 450. TILE SIZE: 24"X24", INSTALLATION: MONOLITHIC. NOTE: INSET. WALL TILE T-2 DALTILE, PORCELAIN FLOOR TILES, DESIGN :MARBLE ATACHE LAVISH. COLOR: DIAMOND CARRARA MA70. FINISH: POLISHED, SIZE: 12X24, INSTALLATION: BRICKWORK. GROUT: MAPEI COLOR: TBD. GROUT THICKNESS: 1/8". KEYNOTES - FINISH PLAN # DESCRIPTION 1 EXPOSED CONCRETE STAIR, INTEGRAL DYE, BRUSHED FINISH, ABRASIVE NOSING (SCHLUTER TREP-EKF) 2 TARKETT RUBBER RISERS AND TREADS. TOILET ROOM SHOWER INSERT THRESHOLD FEATHER FLOOR TILE UP TO THRESHOLD 1/2" MAX. 12 1/4 EXISTING FLOOR SLAB INFILL AS NEEDED WITH BOND COAT SHOWER RECEPTOR MORTAR BED AS REQUIRED BY SHOWER RECEPTOR MANUFACTURER MAX. SLOPE SHOWER CG-1 CO-EXTRUDED FLEXIBLE VINYL BUMPER VINYL COVER .08" 1 1/4" SELF TAPPING SHEET METAL SCREWS TO METAL STUD CONTINUOUS VINYL RETAINER .07" 3" 3" 5/8" GWB #6x1 5/8" BUGLE HD DRYWALL SCREW @ 18" O.C. HIGH IMPACT VINYL ACRYLIC EXTRUSION METAL STUD BACK UP SHEET CONT. VINYL RETAINER 2" 2" 4 5/8" MIN. SSM -20 ACROVYN GUARD .04" THICH ACROVYL SHEET SSM-20 END CAP #6 X 1-5/8" BUGLE HD. SMS PEEL OFF BACKING TO APPLY SELF-ADHESIVE BACKED ACROVYN WALL SUBSTRATE VINYL / ALUMINUM CONTINUOUS RETAINER CG-2 SOLID SURFACE COUNTERTOP CABINET BELOW 1" R 0' - 1" 1 1/4" 6" FOR HEIGHT SEE TYPICAL ELEVATIONS METAL STUD #10 X 1'1/2" PH PAN HD SMS WITH/ FLAT WASHER AF-6 PLASTIC ANCHOR 16" O.C. MAX. ACROVYN SCR-48N COVER REGRIND BUMPER CUSHION 1 1/2" ALUM. RETAINER CLIP GWB NEW SOLID SURFACE SILL. SEE FINISH SCHEDULE FOR COLOR SELECTION. INSTALL WITH DOUBLE EASED-EDGES (TOP, BOTTOM & SIDES) NO SILL REQUIRED AT WINDOWS ENCLOSED WITH FURR WALL VIF 1/2" 1 1/2" R 0' - 0 1/4" 1/4 - 20 x 5" HEX HEAD SCREW W/ PHILLIPS HEAD SLOT 3110 CONT. ALUM. RETAINER .080" 1/2" SPACER 3110 TOP VINYL COVER 4" 1 1/2" 3110HR MOUNTING BRACKET 3110 SIDE VINYL COVER .080 3000 CONT. IMPACT BUMPER .070 6 1/4" RIGID VINYL SHEET HR-1 EDGE BAND (3MM PVC) CLEAR SILICONE SEALANT EDGE BAND (3MM PVC) ELEVATION PER NOTE: 1. 3MM PVC EDGEBANDING ON ALL EXPOSED COUNTERTOP AND BACKSPLASH EDGES, STANDARD. EDGE BANDING TO MATCH ADJACENT ADJOINING LAMINATE. 2. PROVIDE SPLASH AT ALL WALLS PL ON 1 1/2" SUBSTRAIGHT PROVIDE PLYWOOD WEB FRAME AT OPEN KNEE SPACE PL-CH ON 3/4" SUBSTRAIGHT 1 1/2" 3/4" NEW SOLID SURFACE SILL. SEE FINISH SCHEDULE FOR COLOR SELECTION. INSTALL WITH DOUBLE-EASED EDGES (TOP, BOTTOM & SIDES) STOREFRONT WINDOW 1/2" VIF WALL CONSTRUCTION 1 1/2" INTEGRAL COVE BASE FINISHED FLOOR COVE 0' - 1" RADIUS HOMOGENOUS SHEET FLOORING METAL CAP STRIP 6" NOTE: 1. COVED BACK SPLASH 2. PROVIDE 1/4" SINK INLAY EDGE. GLUE THE SOLID SURFACE INLAY TO THE BOTTOM AND SIDES OF THE ROUTED AREA WITH HARD SEAM ADHESIVE. 3. REFER TO TYPICAL ANCHORAGE REQUIRMENTS CLEAR SILICONE SEALANT DOUBLE EASED EDGE PROFILE EDGE INLAY OPTION ON BOTH SIDES AT THE INTEGRAL &/OR UNDERMOUNT SINKS INTERGRAL BACKSPLASH ELEVATION PER 1 1/2" PRODUCT: SCHLUTER DILEX-AHK FINISH: ANODIZED ALUMINUM PRODUCT: SCHLUTER RONDEC FINISH: ANODIZED ALUMINUM FINISH FLOOR - REFER TO A801 FLOOR PREP AS NEEDED TO ENSURE SAME HEIGHT TRANSITION DOOR AS SCHEDULED TRANSITION STRIP PER CARPET MFR TRANSITION STRIP. PRODUCT: SCHLUTER-RENO-TK FINISH: ANODIZED ALUMINUM (AE) TRANSITION STRIP. PRODUCT: SCHLUTER-SCHIENE FINISH: ANODIZED ALUMINUM (AE) FLOOR PREP AS NEEDED TO ENSURE SAME HEIGHT TRANSITION FACE OF WALL RUBBER BASE PLAIN PROFILE PROVIDE 3/8" GAP & SEAL WITH SILICON SEALANT, CONT. FINISHED FLOOR 6" #10 x 1 3/4" SHEET METAL SCREW WITH ALLIGATOR ANCHOR VINYL COVER .08" CONTINUOUS IMPACT BUMPER .07" CONTINUOUS ALUMINUM RETAINER .08" WG-1 3 15/16" 4" 4' - 0" CG CORNER GUARD CEILING CORNER OF WALL FLOOR BASE PER FINISH SCHEDULE MATCHING TOP CAP VWP VINYL WALL PANEL 4' - 4" 4" 3' - 0" SCHEDULED WALL TYPE. REFER TO SHEET A001 FINISH CEILING SYSTEM, SEE RCP FLOOR FINISH & WALL BASE, SEE FINISH SCHEDULE THIN SET CERAMIC WALL TILE. MARBLE ROLL- IN SHOWER PAN WITH UPTURNED FLANGES AT WALLS. SEE SPECS & FINISH SCHEDULE CEMENTITIOUS BACKER BOARD ON 6" METAL STUDS @ 16" O.C. & 5/8" MOISTURE RESISTANT GYP. BD. EXISTING CONC. SLAB REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A805 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room INTERIOR FINISH DETAILS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 1 1/2" = 1'-0" A805 SHOWER THRESHOLD AT FLOOR TILE E1 3" = 1'-0" A805 CORNER GUARD DETAILS C1 1 1/2" = 1'-0" A805 COUNTERTOP DETAIL E3 6" = 1'-0" A805 CRASH RAIL E5 3" = 1'-0" A805 ENLARGED WINDOW SILL PLAN E7 6" = 1'-0" A805 HANDRAIL DETAIL E9 3" = 1'-0" A805 PLASTIC LAMINATE COUNTERTOP DETAIL D3 3" = 1'-0" A805 SECTION @ SOLID SURFACE WINDOW SILL D5 3" = 1'-0" A805 SHEET VINYL COVE BASE DETAIL D7 3" = 1'-0" A805 SOLID SURFACE COUNTERTOP DETAIL D9 3" = 1'-0" A805 TILE BASE TRIM PROFILE DETAIL C3 3" = 1'-0" A805 TRANSITION DETAIL - AT DOOR C5 12" = 1'-0" A805 TRANSITION DETAIL - DIFFERENT HEIGHTS C7 12" = 1'-0" A805 TRANSITION DETAIL - SAME HEIGHT C9 3" = 1'-0" A805 WALL BASE DETAIL B1 6" = 1'-0" A805 WALL GUARD DETAIL B3 1/2" = 1'-0" A805 WALL PROTECTION ELEVATION B5 1 1/2" = 1'-0" A805 WALL PROTECTION SECTION DETAIL B7 1" = 1'-0" A805 WET WALL TILE DETAIL B9 No. Description Date REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A901 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room PERSPECTIVES 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 A901 VIEW FROM APPROACH Copy 1 1 A901 JLT MASSING STUDY 5 - FROM SITE ENTRANCE Copy 1 2 No. Description Date REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 03.04.2022 08.18.2022 A902 August 18, 2022 JLT SRL Plot No. 102-A Remainder, 102-B, 102-C Estate Hermon Hill VITEMA EOC Wind Retrofit & Safe Room RENDERINGS 30% CONSTRUCTION DOCUMENTS 470-20-02 4340-0010 A902 JLT MASSING STUDY 4 - NORTHWEST PARKING LOT Copy 1 1 A902 JLT MASSING STUDY 3 - NORTHWEST AFAR Copy 1 2 A902 JLT MASSING STUDY 2 - SOUTHEAST Copy 1 3 A902 JLT Massing Studies Copy 1 4 No. Description Date A101 1 SIM A FIRST FLOOR 100' - 0" 1 A101 SIM Scale: 1 View Name 1/8" = 1'-0" 1/A101 CALLOUT BUILDING/WALL SECTION ROOM TAG REVISION TAG KEYNOTE TAG AREA TO BE ENLARGED SHEET REF. PLAN / DETAIL REF. SECTION REF. SHEET REF. LEVEL LINE ROOM NUMBER VIEW NAME VIEW SCALE VIEW DESIGNATION VIEW REF/SHEET REF WHERE VIEW IS REFERENCED VIEW TITLE LEVEL NAME LEVEL ELEVATION GRID LINE NORTH INDICATOR GRID NUMBER OR LETTER INDICATES PLAN NORTH INDICATES TRUE NORTH SPOT ELEVATION SYMBOL ?1 REVISION NUMBER PER SHEET KEYNOTE NUMBER REVISION CLOUD CONNECT NEW TO EXISTING 1' - 0" ELEVATION AT POINT INDICATED POINT OF DISCONNECTION STANDARD DETAILING SYMBOLS 1 LINE TYPE INDICATES EXISTING LINE TYPE INDICATES DEMOLITION LINE TYPE INDICATES NEW/FUTURE LINE TYPE INDICATES HIDDEN/UNDER OBSTRUCTION Room Name 101 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs F-001 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room FIRE PROTECTION SYMBOLS, ABBREVIATIONS & NOTES 2018_0801 03/04/2022 08/18/2022 DRAWING LIST - FIRE PROTECTION F-001 FIRE PROTECTION SYMBOLS, ABBREVIATIONS & NOTES F-101 BASEMENT FIRE PROTECTION PIPING PLAN F-111 FIRST FLOOR FIRE PROTECTION PIPING PLAN F-121 SECOND FLOOR FIRE PROTECTION PIPING PLAN F-131 THIRD FLOOR FIRE PROTECTION PIPING PLAN F-141 FOURTH FLOOR FIRE PROTECTION PIPING PLAN F-151 ROOF FIRE PROTECTION PIPING PLAN F-601 SCHEDULES F-901 RISER DIAGRAMS TOTAL SHEETS: 9 ABBREVIATIONS - FIRE PROTECTION ABD AUTOMATIC BALL DRIP AD AREA DRAIN AFF ABOVE FINISHED FLOOR AFP AUTOMATIC FIRE PUMP ARCH ARCHITECTURAL ATS AUTOMATIC TRANSFER SWITCH BLDG BUILDING BOP BOTTOM OF PIPE CFM CUBIC FEET PER MINUTE CLG CEILING CONN CONNECTION CONT CONTINUE/CONTINUATION CV CHECK VALVE DCDA DOUBLE CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTER DCV DOUBLE CHECK VALVE BACKFLOW PREVENTER DIA DIAMETER DN DOWN (PENETRATES FLOOR SLAB) DR DRAIN DWG DRAWING E EXISTING EL ELEVATION EXIST/EX EXISTING F FIRE WATER PIPING FCVA FLOOR CONTROL VALVE ASSEMBLY FD FLOOR DRAIN FDC FIRE DEPARTEMENT CONNECTION FHC FIRE HOSE CABINET FHR FIRE HOSE RACK FHV FIRE HOSE VALVE FL FLOOR FS FLOW SWITCH FSP FIRE STANDPIPE FT FOOT/FEET FVC FIRE HOSE VALVE CABINET G.C. GENERAL CONTRACTOR GAL GALLONS GPM GALLONS PER MINUTE GV GATE VALVE HCLG HUNG CEILING HD HEAT DETECTOR ID INSIDE DIAMETER IN. INCH INV INVERT ELEVATION JP JOCKEY PUMP MAX MAXIMUM MIN MINIMUM N.A.S. NO AUTOMATIC SPRINKLERS N.C. NORMALLY CLOSED N.I.C. NOT IN CONTRACT N.O. NORMALLY OPEN N.T.S. NOT TO SCALE N/A NOT APPLICABLE NFPA NATIONAL FIRE PROTECTION ASSOCIATION OD OUTSIDE DIAMETER OS&Y OUTSIDE SCREW & YOKE GATE VALVE PC PLUMBING CONTRACTOR PRHV PRESSURE REGULATING HOSE VALVE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH (GAUGE) PSI.A POUNDS PER SQUARE INCH (ABSOLUTE) RCV RISER CONTROL VALVE RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTER SD SMOKE DETECTOR SP SPRINKLER OR SPRINKLER PIPING SPDR STANDPIPE DRAIN SQFT SQUARE FEET T & D TEST AND DRAIN CONNECTION T.O.P. TOP OF PIPE T.O.S TOP OF SLAB T.T.B. TIGHT TO BEAM T.T.S. TIGHT TO SLAB TS TAMPER SWITCH TYP TYPICAL UNO UNLESS NOTED OTHERWISE UP UP (PENETRATES FLOOR SLAB) VIF VERIFY IN FIELD W/ WITH WFS WATER FLOW SWITCH Z ZONE SYMB NAME METAL TEMP K NPT ORIF MFG. APPROVAL MIN. SPACING MAX. SPACING RESPONSE ESCUT MODEL No. Description Date 8" 2" 6" 6" 6" UP TO FIRE PUMP TEST HEADER 6" 6" FSP UP FIRE PUMP CONTROLLER & ATS JOCKEY PUMP CONTROLLER 12" HIGH CONC. BASE PUMP SUCTION WITH ANTI-VORTEX PLATE/BAFFLE 8" 3" FP FCVA FCVA FHV 3" FP 6" FSP UP 2" DRAIN UP INSTALL SPRINKLER HEAD AT TOP OF STAIR AND UNDER FIRST LANDING INSTALL SPRINKLER HEAD AT BOTTOM OF ELEVATOR SHAFT AREA OF ORDINARY 1 HAZARD COVERAGE: 0.15 GPM/SF, 130 SF/HEAD MAX. AREA OF ORDINARY 1 HAZARD COVERAGE: 0.15 GPM/SF, 130 SF/HEAD MAX. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs F-101 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room BASEMENT FIRE PROTECTION PIPING PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 BASEMENT FIRE PROTECTION PIPING PLAN No. Description Date Refrigerator 6" FP 3" FP 6" FP 6" FP 6" FP 3" FP 6" FP 6" FP 6" FP 6" FSP UP & DN 2" DRAIN UP & DN FHV FCVA 6" FSP DN INSTALL SPRINKLER HEAD AT TOP OF STAIR AND UNDER FIRST LANDING AREA OF LIGHT HAZARD COVERAGE: 0.10 GPM/SF 225 SF/HEAD MAX. AREA OF ORDINARY 1 HAZARD COVERAGE: 0.15 GPM/SF, 130 SF/HEAD MAX. AREA OF LIGHT HAZARD COVERAGE: 0.10 GPM/SF 225 SF/HEAD MAX. AREA OF ORDINARY 1 HAZARD COVERAGE: 0.15 GPM/SF, 130 SF/HEAD MAX. 6" FSP UP & DN 2" DRAIN UP & DN 6" FP 3" FP FIRE PUMP TEST HEADER 6" FP DN FHV FCVA REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs F-111 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room FIRST FLOOR FIRE PROTECTION PIPING PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 FIRST FLOOR FIRE PROTECTION PIPING PLAN No. Description Date DN DN Refrigerator FHV FCVA 3" FP FHV FCVA 3" FP 6" FSP UP & DN 2" DRAIN UP & DN 6" FSP UP & DN 2" DRAIN UP & DN AREA OF LIGHT HAZARD COVERAGE: 0.10 GPM/SF 225 SF/HEAD MAX. AREA OF ORDINARY 1 HAZARD COVERAGE: 0.15 GPM/SF, 130 SF/HEAD MAX. AREA OF LIGHT HAZARD COVERAGE: 0.10 GPM/SF 225 SF/HEAD MAX. AREA OF ORDINARY 1 HAZARD COVERAGE: 0.15 GPM/SF, 130 SF/HEAD MAX. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs F-121 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room SECOND FLOOR FIRE PROTECTION PIPING PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 SECOND FLOOR FIRE PROTECTION PIPING PLAN No. Description Date W/D W/D W/D W/D Refrigerator Refrigerator Vent Hood FHV FCVA 6" FSP UP & DN 2" DRAIN UP & DN FHV FCVA 6" FSP UP & DN 2" DRAIN UP & DN AREA OF LIGHT HAZARD COVERAGE: 0.10 GPM/SF 225 SF/HEAD MAX. AREA OF ORDINARY 1 HAZARD COVERAGE: 0.15 GPM/SF, 130 SF/HEAD MAX. AREA OF LIGHT HAZARD COVERAGE: 0.10 GPM/SF 225 SF/HEAD MAX. AREA OF ORDINARY 1 HAZARD COVERAGE: 0.15 GPM/SF, 130 SF/HEAD MAX. 3" FP 3" FP 3" FP REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs F-131 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room THIRD FLOOR FIRE PROTECTION PIPING PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 THIRD FLOOR FIRE PROTECTION PIPING PLAN No. Description Date Refrigerator FHV FCVA 6" FSP UP & DN 2" DRAIN UP & DN FHV FCVA 6" FSP UP & DN 2" DRAIN UP & DN 3" FP 3" FP AREA OF LIGHT HAZARD COVERAGE: 0.10 GPM/SF 225 SF/HEAD MAX. AREA OF ORDINARY 1 HAZARD COVERAGE: 0.15 GPM/SF, 130 SF/HEAD MAX. AREA OF ORDINARY 1 HAZARD COVERAGE: 0.15 GPM/SF, 130 SF/HEAD MAX. AREA OF LIGHT HAZARD COVERAGE: 0.10 GPM/SF 225 SF/HEAD MAX. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs F-141 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room FOURTH FLOOR FIRE PROTECTION PIPING PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 FOURTH FLOOR FIRE PROTECTION PIPING PLAN No. Description Date FHV FCVA 6" FSP DN 2" DRAIN DN AREA OF ORDINARY 1 HAZARD COVERAGE: 0.15 GPM/SF, 130 SF/HEAD MAX. AREA OF ORDINARY 1 HAZARD COVERAGE: 0.15 GPM/SF, 130 SF/HEAD MAX. FHV FCVA 6" FSP DN 2" DRAIN DN 3" FP 3" FP INSTALL SPRINKLER HEAD AT TOP OF STAIR AND UNDER FIRST LANDING INSTALL SPRINKLER HEAD AT TOP OF STAIR AND UNDER FIRST LANDING REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs F-151 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room ROOF FIRE PROTECTION PIPING PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 ROOF FIRE PROTECTION PIPING PLAN No. Description Date REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs F-601 08/18/2022 Checker Author VITEMA EOC Wind Retrofit & Safe Room SCHEDULES 2018_0801 03/04/2022 08/18/2022 TAG TYPE RATED FLOW (GPM) HEAD (PSI) MOTOR HP V/HZ/PH MODEL NOTES SERVICE ELECTRIC DRIVEN FIRE PUMP SCHEDULE AC/XYLEM AS STANDARD RPM IMP. DIA. (IN.) POWER AT DUTY (BHP) HEAD AT 150% FLOW (PSI) CLOSED VALVE HEAD (PSI) FP-1 BUILDING STANDPIPE AND FIRE SPRINKLER HORIZONTAL SPLIT CASE 750 140 13.374 NSPHr @ DUTY (FT.) 1785 84.8 7.19 105 168 100 208/60/3 8x6x14F PROVIDE FIRE PUMP CONTROLLER WITH INTEGRAL ATS AND SOFT START, SIMILAR TO TORNATECH GPS+GPU TAG TYPE RATED FLOW (GPM) HEAD (PSI) MOTOR HP V/HZ/PH MODEL NOTES SERVICE JOCKEY PUMP SCHEDULE AC/XYLEM AS STANDARD RPM JP-1 BUILDING STANDPIPE AND FIRE SPRINKLER VERTICAL MULTI-STAGE 7.5 146 3500 1-1/2 208/60/3 e-SV 1SV-13 PROVIDE JOCKEY PUMP CONTROLLER SIMILAR TO TORNATECH JP3 No. Description Date BASEMENT EL. -14.0 1ST FLOOR EL. 0.0 2ND FLOOR EL. 14.0 3RD FLOOR EL. 28.0 4TH FLOOR EL. 42.0 ROOF EL. 56.0 PENTHOUSE ROOF EL. 68.0 PENTHOUSE ROOF EL. 68.0 CISTERN 80,000 GAL. TOTAL VOLUME 22,500 GAL. FIRE RESERVE FDC FCVA FCVA FCVA FCVA FCVA FCVA FCVA FCVA FCVA FCVA FCVA FCVA FHV FHV FHV FHV FHV 0 - 200 PSI FHV FHV FHV FHV FHV FHV TS TS TS TS TS FS FDC TEST HEADER JP-1 FP-1 750 GPM @ 140 PSI TO BASEMENT SPRINKLERS TO BASEMENT SPRINKLERS TO 1ST FLOOR SPRINKLERS TO 1ST FLOOR SPRINKLERS TO 2ND FLOOR SPRINKLERS TO 2ND FLOOR SPRINKLERS 0 - 200 PSI TO 3RD FLOOR SPRINKLERS TO 3RD FLOOR SPRINKLERS TO 4TH FLOOR SPRINKLERS TO 4TH FLOOR SPRINKLERS TO MECH. PENTHOUSE SPRINKLERS TO MECH. PENTHOUSE SPRINKLERS ~ EL. 5.0 FIRE RESERVE LEVEL INLET ANTI-VORTEX BAFFLE PLATE WATERSTOP SEAL 12" HIGH P.C. PAD 6" FSP 8" FSP 2" 6" FSP 6" 3" SP 3" SP 3" SP 3" SP 6" 6" 6" FSP 6" FSP 6" FSP NORTH WING COMBINED FSP RISER ISOLATION VALVE (TYP.) 6" FSP SOUTH WING COMBINED FSP 3" SP 3" SP 3" SP 3" SP 3" SP 3" SP 3" SP 3" SP 10 PIPE DIAMETERS STRAIGHT PIPE @ SUCTION VENT WITH INSECT SCREEN 2" DRAIN 2" DRAIN REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs F-901 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room RISER DIAGRAMS 2018_0801 03/04/2022 08/18/2022 Scale: N.T.S. 1 FIRE PROTECTION RISER DIAGRAM No. Description Date A101 1 SIM A FIRST FLOOR 100' - 0" 1 A101 SIM Scale: 1 View Name 1/8" = 1'-0" 1/A101 CALLOUT BUILDING/WALL SECTION ROOM TAG REVISION TAG KEYNOTE TAG AREA TO BE ENLARGED SHEET REF. PLAN / DETAIL REF. SECTION REF. SHEET REF. LEVEL LINE ROOM NUMBER VIEW NAME VIEW SCALE VIEW DESIGNATION VIEW REF/SHEET REF WHERE VIEW IS REFERENCED VIEW TITLE LEVEL NAME LEVEL ELEVATION GRID LINE NORTH INDICATOR GRID NUMBER OR LETTER INDICATES PLAN NORTH INDICATES TRUE NORTH SPOT ELEVATION SYMBOL ?1 REVISION NUMBER PER SHEET KEYNOTE NUMBER REVISION CLOUD CONNECT NEW TO EXISTING 1' - 0" ELEVATION AT POINT INDICATED POINT OF DISCONNECTION STANDARD DETAILING SYMBOLS 1 LINE TYPE INDICATES EXISTING LINE TYPE INDICATES DEMOLITION LINE TYPE INDICATES NEW/FUTURE LINE TYPE INDICATES HIDDEN/UNDER OBSTRUCTION Room Name 101 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs P-001 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room PLUMBING SYMBOLS, ABBREVIATIONS & NOTES 2018_0801 03/04/2022 08/18/2022 DRAWING LIST - PLUMBING P-001 PLUMBING SYMBOLS, ABBREVIATIONS & NOTES P-101 BASEMENT PLUMBING PLAN P-111 FIRST FLOOR PLUMBING PLAN P-121 SECOND FLOOR PLUMBING PLAN P-131 THIRD FLOOR PLUMBING PLAN P-141 FOURTH FLOOR PLUMBING PLAN P-151 ROOF PLUMBING PLAN P-601 SCHEDULES P-901 RISER DIAGRAMS TOTAL SHEETS: 9 ABBREVIATIONS - PLUMBING AD AREA DRAIN BF BALANCING FITTING BFP BACKFLOW PREVENTER VALVE BLV GLOBE VALVE BP BOOSTER PUMP BTV BUTTERFLY VALVE BV BALL VALVE CD CONDENSATE DRAIN CEB CONCRETE EQUIPMENT BASE CI CAST IRON CKV CHECK VALVE CO CLEANOUT CP CIRCULATING PUMP D DRAIN LINE DCW COLD WATER DF DRINKING FOUNTAIN DHW HOT WATER DHWR HOT WATER RETURN DN DOWN DSN DOWNSPOUT NOZZEL DSS DOWNSPOUT SHOE DT DRAIN TILE DWH DOMESTIC WATER HEATER ES EMERGENCY SHOWER / EYEWASH ESTV EMERGENCY SHOWER TEMPERING VALVE EWC ELECTRIC WATER COOLER EXT EXPANSION TANK FBO FURNISHED BY OWNER FCO FLOOR CLEANOUT FD FLOOR DRAIN FL FIRE LINE FS FLOOR SINK G NATURAL GAS GI GREASE INTERCEPTOR HB HOSE BIBB INV INVERT ELEVATION L LAVATORY LI LINT INTERCEPTOR LT LAUNDRY TUB MSB MOP SINK BASIN NC NORMALLY CLOSED NIC NOT IN CONTRACT OFRD OVERFLOW ROOF DRAIIN OI OIL INTERCEPTOR OS & Y OUTSIDE SCREW & YOKE OSW OPEN SITE WASTE PD PUMP DISCHARGE PRV PRESSURE REDUCING VALVE PT PLASTER TRAP PVC POLYVINYL CHLORIDE RD ROOF DRAIN SAN SANITARY SEWER (EXTERIOR) SCW SOFT COLD WATER SH SHOWER SK SINK SL SECURITY LAVATORY SP SUMP PUMP SS SANITARY SEWER ST STORM SEWER / STORM DRAIN STM STEAM SWC SECURITY WATER CLOSET SWC/L SECURITY WATER CLOSET SWH STEAM WATER HEATER TD TRENCH DRAIN TMV THERMOSTATIC MIXING VALVE TW TEMPERED WATER TYP TYPICAL UR URINAL V VENT VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WCO WALL CLEANOUT WH WALL HYDRANT WM WATER METER WS WATER SOFTENER YCO YARD CLEANOUT No. Description Date 8"ST BELOW GRADE 4" ROOF LEADER UP (TYP.) 8" ST 5" W 5" W BELOW 1ST FLOOR SLAB CODP 5" W UP 6" W 10" ST 8" ST 10" ST 10" ST 10" ST 4" W SP-1 DWH-1 DWH-2 DBP-1 4" W 8"ST BELOW GRADE 4" ROOF LEADER UP (TYP.) FIRST FLUSH PRE-FILTER OVERFLOW TO SITE STORM OUTLET TO DAYLIGHT OR DRYWELL RECHARGE TO SANITARY LIFT STATION. SEE CIVIL UTILITIES PLAN. 4" FD FOR AREAWAY - RUN TO DAYLIGHT 2" PD CISTERN WATER TREATMENT SKID RP-1 2" CITY WATER LINE TO CISTERN. PROVIDE WITH AIR GAP 2" MIN. ABOVE CISTERN OVERFLOW LEVEL 6" W UP 6" W 4" W UP 3" DCW 2 1/2" DHW 3/4" DHWR 3" DCW 26 GAL HYDROPNEUMATIC TANK 3' W x 4' H LOUVERED OPENING TO SANITARY LIFT STATION. SEE CIVIL UTILITIES PLAN. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs P-101 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room BASEMENT PLUMBING PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 BASEMENT PLUMBING PLAN No. Description Date Refrigerator 8"ST BELOW GRADE 4" ROOF LEADER UP (TYP.) 8"ST BELOW GRADE 4" ROOF LEADER UP (TYP.) 3/4" DHWR 2 1/2" DHW 3" DCW 3/4" DHWR 1" DHW 1 1/2" DCW 3/4" DHWR 1 1/2" DHW 2" DCW 2" DCW UP 1 1/2" DHW UP 3/4" DHWR UP 4" W UP & DN 1 1/2" DCW UP 1" DHW UP 3/4" DHWR UP 5" W UP & DN 3/4" DHW 3/4" DCW 3" DCW UP & DN 2 1/2" DHW UP & DN 3/4" DHWR UP & DN 6" W UP & DN REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs P-111 08/18/2022 Checker Author VITEMA EOC Wind Retrofit & Safe Room FIRST FLOOR PLUMBING PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 FIRST FLOOR PLUMBING PLAN No. Description Date DN DN Refrigerator 1-1/2" DCW DN 1" DHW UP DN 3/4" DHWR UP DN 5" W DN 5" W 3" DCW UP & DN 2 1/2" DHW UP & DN 3/4" DHWR UP & DN 6" W UP & DN 2" DCW UP & DN 1 1/2" DHW UP & DN 3/4" DHWR UP & DN 4" W UP & DN 4" ROOF LEADER UP & DN (TYP.) 5" W UP REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs P-121 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room SECOND FLOOR PLUMBING PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 SECOND FLOOR PLUMBING PLAN No. Description Date W/D W/D W/D W/D Refrigerator Refrigerator Vent Hood 1-1/2" DCW UP 1" DHW UP 3/4" DHWR UP 5" W DN 3" DCW DN 2 1/2" DHW DN 3/4" DHWR DN 6" W UP & DN 2" DCW UP & DN 1 1/2" DHW UP & DN 3/4" DHWR UP & DN 4" W UP & DN 4" ROOF LEADER UP & DN (TYP.) 5" W UP 3/4" DHW 3/4" DCW 3/4" DCW 3/4" DHW 3/4" DHWR 2" DCW 1 1/2" DHW 3/4" DHWR 3/4" DHWR 1 1/2" DHW 2" DCW 3/4" DHW 3/4" DCW REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs P-131 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room THIRD FLOOR PLUMBING PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 THIRD FLOOR PLUMBING PLAN No. Description Date Refrigerator 1-1/2" DCW DN 1" DHW DN 3/4" DHWR DN 4" W DN 3" DCW UP & DN 2 1/2" DHW UP & DN 3/4" DHWR UP & DN 4" W DN 4" ROOF LEADER UP & DN (TYP.) 4" V UP 4" V UP 6" W DN 4" V DN REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs P-141 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room FOURTH FLOOR PLUMBING PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 FOURTH FLOOR PLUMBING PLAN No. Description Date FD 4" V THROUGH ROOF 3" FP 3" FP 4" V THROUGH ROOF 4" V THROUGH ROOF FD 4" ROOF LEADER DOWN FROM ROOF DRAIN (TYP.) REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs P-151 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room ROOF PLUMBING PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 ROOF PLUMBING PLAN No. Description Date REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs P-601 08/18/2022 Checker Author VITEMA EOC Wind Retrofit & Safe Room SCHEDULES 2018_0801 03/04/2022 08/18/2022 TAG TYPE STORAGE CAP. (GAL.) HEAT PUMP CAP. (BTU/HR) V/HZ/PH MODEL NOTES SERVICE DOMESTIC WATER HEATER SCHEDULE AO SMITH AS STANDARD DWH-1 BUILDING HOT WATER HEAT PUMP w/ ELECTRIC BACK-UP 119 38,500 30,700 RECOVERY RATE @ 70 F RISE (GAL/HR) 130 208/60/1 CAHP-120 PROVIDE THERMOSTATIC HW MIXING VALVE, ASME T & P RELIEF VALVE AND DRAIN PAN TAG TYPE RATED FLOW (GPM) HEAD (FT) MOTOR HP V/HZ/PH MODEL NOTES SERVICE HOT WATER RECIRCULATION PUMP SCHEDULE ARMSTRONG AS STANDARD RPM RP-1 BUILDING HOT WATER SERVICE IN-LINE CIRCULATOR 5 20 3500 1/6 115/60/1 COMPASS R40-45 DI ECM MOTOR WITH INTEGRAL SPEED CONTROL DWH-2 ELEC. BACK-UP CAP. (BTU/HR) TOTAL CAPACITY , HYBRID MODE (BTU/HR.) FLA MCA MOCP 67 HEAT PUMP COP 4.2 69,200 100 125 PROVIDE THERMOSTATIC HW MIXING VALVE, ASME T & P RELIEF VALVE AND DRAIN PAN BUILDING HOT WATER HEAT PUMP w/ ELECTRIC BACK-UP 119 38,500 30,700 130 208/60/1 CAHP-120 PROVIDE THERMOSTATIC HW MIXING VALVE, ASME T & P RELIEF VALVE AND DRAIN PAN 67 4.2 69,200 100 125 TAG TYPE RATED FLOW (GPM) HEAD (FT.) MOTOR HP (SINGLE PUMP) V/HZ/PH MODEL NOTES SERVICE DOMESTIC BOOSTER PUMP SCHEDULE ARMSTRONG AS STANDARD RPM DBP-1 BUILDING DOMESTIC SERVICE DUPLEX BOOSTER, VERTICAL MULTI- STAGE 100 185 3064 7-1/2 208/60/3 6800G SERIES PM 180402S-2 1 DUTY + 1 STANDBY CONFIGURATION PROVIDE PACKAGED BOOSTER WITH PRESSURE CONTROLS AND AUTO ROTATION, 26 GAL. ASME HYDRO TANK No. Description Date A101 1 SIM A FIRST FLOOR 100' - 0" 1 A101 SIM Scale: 1 View Name 1/8" = 1'-0" 1/A101 CALLOUT BUILDING/WALL SECTION ROOM TAG REVISION TAG KEYNOTE TAG AREA TO BE ENLARGED SHEET REF. PLAN / DETAIL REF. SECTION REF. SHEET REF. LEVEL LINE ROOM NUMBER VIEW NAME VIEW SCALE VIEW DESIGNATION VIEW REF/SHEET REF WHERE VIEW IS REFERENCED VIEW TITLE LEVEL NAME LEVEL ELEVATION GRID LINE NORTH INDICATOR GRID NUMBER OR LETTER INDICATES PLAN NORTH INDICATES TRUE NORTH SPOT ELEVATION SYMBOL ?1 REVISION NUMBER PER SHEET KEYNOTE NUMBER REVISION CLOUD CONNECT NEW TO EXISTING 1' - 0" ELEVATION AT POINT INDICATED POINT OF DISCONNECTION STANDARD DETAILING SYMBOLS 1 LINE TYPE INDICATES EXISTING LINE TYPE INDICATES DEMOLITION LINE TYPE INDICATES NEW/FUTURE LINE TYPE INDICATES HIDDEN/UNDER OBSTRUCTION Room Name 101 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs M-001 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room MECHANICAL SYMBOLS, ABBREVIATIONS & NOTES 2018_0801 03/04/2022 08/18/2022 DRAWING LIST - MECHANICAL M-001 MECHANICAL SYMBOLS, ABBREVIATIONS & NOTES M-101 BASEMENT MECHANICAL PLAN M-111 FIRST FLOOR DUCTWORK PLAN M-121 SECOND FLOOR DUCTWORK PLAN M-131 THIRD FLOOR DUCTWORK PLAN M-141 FOURTH FLOOR DUCTWORK PLAN M-152 MECHANICAL ROOF EQUIPMENT PLAN M-601 SCHEDULES AND DIAGRAMS TOTAL: 8 2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS MECHANICAL DESIGN MECHANIAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT THERMAL ZONE - WINTER DRY BULB SUMMER DRY BULB INTERIOR DESIGN CONDITIONS WINTER DRY BULB SUMMER DRY BULB RELATIVE HUMIDITY BUILDING HEATING LOAD BUILDING COOLING LOAD MECHANICAL SPACING CONDITIONING SYSTEM UNITARY DESCRIPTION OF UNIT: HEATING EFFICIENCY: COOLING EFFICIENCY: SIZE CATEGORY OF UNIT: BOILER SIZE CATEGORY. IF OVERSIZED, STATE REASON: CHILLER SIZE CATEGORY. IF OVERSIZED, STATE REASON: LIST EQUIPMENT EFFICIENCIES - MECHANICAL CODE SUMMARY XX XX.X°F XX.X°F XX°F XX°F XX% - SUMMER X,XXX MBH X,XXX MBH SYSTEM TYPE REFER TO SCHEDULES REFER TO SCHEDULES REFER TO SCHEDULES N/A N/A REFER TO SCHEDULES ABBREVIATIONS -... PC PUMPED CONDENSATE PD PRESSURE DROP PH PHASE PHC PREHEAT COIL PPM PARTS PER MILLION PTAC PACKAGED TERMINAL AIR CONDITIONER QTY QUANTITY R RADIUS, RISE, OR REMOVE RA RETURN AIR RAD RADIATOR RAT RETURN AIR TEMPERATURE RCP REFLECTED CEILING PLAN RH RELATIVE HUMIDITY RHC REHEAT COIL RPM REVOLUTIONS PER MINUTE RS REFRIGERANT SUCTION RTU ROOF TOP UNIT SA SUPPLY AIR SAT SUPPLY AIR TEMPERATURE SCH SCHEDULE SD SLOT DIFFUSER SEC SECONDS SF SUPPLY FAN OR SQUARE FOOT SP STATIC PRESSURE SS SPLIT SYSTEM OR STAINLESS STEEL SVAV SERIES FLOW FAN POWERED BOX SWR SIDEWALL REGISTER T OR TEMP TEMPERATURE T&P TEMPERATURE AND PRESSURE T-STAT THERMOSTAT TCP TEMPERATURE CONTROL PANEL TEF TOILET EXHAUST FAN TON 12,000 BRITISH THERMAL UNITS PER HOUR COOLING TSP TOTAL STATIC PRESSURE TYP TYPICAL UH UNIT HEATER V OR VOLT VOLTAGE VAV VARIABLE AIR VOLUME BOX VEL VELOCITY VF VENTILATION FAN VFD VARIABLE FREQUENCY DRIVE Voc OUTDOOR AIRFLOW (SPACE) W WIDTH OR WATTS W/ WITH WB WET BULB WC WATER COLUMN WCU WATER CHILLING UNIT WG WATER GAUGE WH WALL HYDRANT WHP WATER HEATER PUMP WL WALL LOUVER WPD WATER PRESSURE DROP X UNCORRECTED FRACTION OF OUTDOOR AIR (SYSTEM) Y CORRECTED FRACTION OF OUTDOOR AIR (SYSTEM) Z FRACTION OF OUTDOOR AIR (CRITICAL SPACE) ABBREVIATIONS -... ELEC ELECTRICAL EMCS ENERGY MANAGEMENT CONTROL SYSTEM ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK ETC ETCETERA EUH ELECTRIC UNIT HEATER EWH ELECTRIC WATER HEATER EWT ENTERING WATER TEMPERATURE EXR EXHAUST REGISTER Ez ZONE AIR DISTRIBUTION EFFECTIVENESS F DEGREES FAHRENHEIT FD FIRE DAMPER OR FLOOR DRAIN FLA FULL LOAD AMPS FLEX FLEXIBLE FP FAN POWERED FPM FEET PER MINUTE FS FLOW SWITCH FT FOOT/FEET GA GAUGE GAL GALLONS GALV GALVANIZED GC GENERAL CONTRACTOR GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GUH GAS FIRED UNIT HEATER H HUMIDIFIER OR HEIGHT H2O WATER HD HEAD HP HORSEPOWER HVAC HEATING, VENTILATION, AND AIR-CONDITIONING HVY HEAVY HWB HOT WATER BOILER HWP HOT WATER PUMP HWT HOT WATER TEMPERATURE IN INCH KEF KITCHEN EXHAUST FAN KW KILOWATT L LOUVER LAT LEAVING AIR TEMPERATURE LBS POUNDS LD LINEAR DIFFUSER LF LINEAR FEET LIN LINEAR LTDE LOW-LIMIT TEMPERATURE DETECTOR LWT LEAVING WATER TEMPERATURE M MOTOR OR MOTORIZED DAMPER OR METER MA MIXED AIR MAT MIXED AIR TEMPERATURE MAU MAKEUP AIR UNIT MBH 1,000 BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPS MERV MINIMUM EFFICIENCY REPORTING VALUE MFGR MANUFACTURER MOCP MAXIMUM OVERCURRENT PROTECTION N NEW OR NORTH NC NORMALLY CLOSED OR NOISE CRITERIA NO NORMALLY OPEN OR NUMBER NPSH NET POSITIVE SUCTION HEAD NTS NOT TO SCALE OA OUTDOOR AIR OAT OUTDOOR AIR TEMPERATURE OD OUTSIDE DIAMETER OS OCCUPANCY SENSOR P PRESSURE OR PRESSURE SENSOR P/I PROVIDE AND INSTALL PA PIPE ANCHOR ABBREVIATIONS -... % PERCENT (D) DEMOLISH (E) EXISTING (R) REMOVE < LESS THAN > GREATER THAN AC AIR CONDITIONING ACCU AIR COOLED CONDENSING UNIT ADJ ADJUSTABLE AF AIRFLOW AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AI ANALOG INPUT AO ANALOG OUTPUT ARCH ARCHITECTURAL AS AIR SEPARATOR ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING, AND AIR-CONDITIONING ENGINEERS ATC AUTOMATIC TEMPERATURE CONTROL ATV ATMOSPHERIC VENT B BOILER B&G BELL & GOSSETT BAS BUILDING AUTOMATION SYSTEM BBD BOILER BLOWDOWN BHP BRAKE HORSEPOWER BI BINARY INPUT BMS BUILDING MANAGEMENT SYSTEM BO BINARY OUTPUT BT BUFFER TANK BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER HOUR CDWP CONDENSER WATER PUMP CF CHEMICAL FEEDER CFM CUBIC FEET PER MINUTE CH CHILLER CO CARBON MONOXIDE CO2 CARBON DIOXIDE CONN CONNECTION CONT CONTROLS CT COOLING TOWER CU CONDENSING UNIT CUH CABINET UNIT HEATER Cv VALVE COEFFICIENT CWFS CONDENSER WATER FILTRATION SYSTEM CWP CHILLED WATER PUMP DB DRY BULB DBL DOUBLE DE DISHWASHER EXHAUST DEF DISHWASHER EXHAUST FAN DEG DEGREE DIA DIAMETER DN DOWN DOAU DEDICATED OUTDOOR AIR UNIT DP DIFFERENTIAL PRESSURE (SENSOR) DPP DUAL PUMP PACKAGE DRE DRYER EXHAUST DREF DRYER EXHAUST FAN DTY DUTY DWG DRAWING DWH DOMESTIC WATER HEATER DX DIRECT EXPANSION E EXISTING EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE ECM ELECTRICALLY COMMUTATED MOTOR EF EXHAUST FAN EHC ELECTRIC HEATING COIL No. Description Date Refrigerator ATS ATS ATS ACCU-1 ACCU-2 ACCU-3 ACCU-5a ACCU-6a ACCU-7a ACCU-8a ACCU-5b ACCU-6b ACCU-7b ACCU-8b FCU-1 FCU-2 FCU-3 FCU-4 FCU-23 FCU-22 FCU-21 FCU-20 SA AC-5a AC-5b ACCU-4 HURRICANE LOUVER (TYP.) 10,000 GALLON FUEL OIL STORAGE TANK 1 12x12 - RA 12x12 - RA 16x14 - SA 16x14 - SA 16x14 - SA 12x12 - RA 16x14 - SA 12x12 - RA 12x12 - RA 12x12 - RA OPEN ABOVE FOR FREE AIRFLOW CEILING CONCEALED DUCTED VRF FAN COIL UNIT (TYP.) +/- 10'-6" A.F.F. WALL MOUNTED AC UNIT (TYP.) +/- 8'-0" A.F.F. ACCU-3 TO HAVE THREE SEPARATE ELECTRICAL CONNECTIONS. SEE ACCU SCHEDULE. HURRICANE LOUVER (TYP.) 10,000 GALLON FUEL OIL STORAGE TANK 2 12"X12" REFRIGERANT PIPING TRENCH. FILL WITH GRAVEL AND COVER WITH DIAMOND PLATE. COORDINATE LOCATION WITH UNDERGROUND ELECTRICAL FEEDERS. UNDERGROUND ELECTRICAL FEEDERS. SEE ELECTRICAL DRAWINGS. FO DUPLEX PUMP SET REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs M-111 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room FIRST FLOOR DUCTWORK PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 FIRST FLOOR DUCTWORK PLAN No. Description Date DN DN Refrigerator FCU-5 FCU-6 FCU-7 FCU-8 FCU-9 FCU-27 FCU-26 FCU-25 FCU-24 AC-6a AC-6b 12x12 - RA 12x12 - RA 12x12 - RA 16x14 - SA 16x14 - SA 16x14 - SA 12x12 - RA 16x14 - SA 16x14 - SA 12x12 - RA 12x12 - RA CEILING CONCEALED DUCTED VRF FAN COIL UNIT (TYP.) +/- 10'-6" A.F.F. WALL MOUNTED AC UNIT (TYP.) +/- 8'-0" A.F.F. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs M-121 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room SECOND FLOOR DUCTWORK PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 SECOND FLOOR DUCTWORK PLAN No. Description Date W/D W/D W/D W/D Refrigerator Refrigerator Vent Hood FCU-12 FCU-13 FCU-11 FCU-15 FCU-31 FCU-29 FCU-30 FCU-28 FCU-10 FCU-14 AC-7a AC-7b 12x12 - RA 12x12 - RA 12x12 - RA 12x12 - RA 12x12 - RA 12x12 - RA 16x14 - SA 16x14 - SA 16x14 - SA 12x12 - RA 16x14 - SA 16x14 - SA 16x14 - SA 16x14 - SA 12x12 - RA CEILING CONCEALED DUCTED VRF FAN COIL UNIT (TYP.) +/- 10'-6" A.F.F. WALL MOUNTED AC UNIT (TYP.) +/- 8'-0" A.F.F. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs M-131 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room THIRD FLOOR DUCTWORK PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 THIRD FLOOR DUCTWORK PLAN No. Description Date Refrigerator FCU-16 FCU-19 FCU-36 FCU-35 FCU-33 FCU-32 FCU-34 FCU-18 FCU-17 AC-8b AC-8a 24x16 - RA 28x20 - SA 20x20 - SA 20x20 - SA 16x14 - SA 16x14 - SA 16x14 - SA 16x14 - SA 16x14 - SA 16x14 - SA 16x14 - SA 10x10 - RA 20x16 - RA 20x16 - RA 20x16 - RA 28x20 - SA 10x10 - RA 12x12 - RA CEILING CONCEALED DUCTED VRF FAN COIL UNIT (TYP.) +/- 10'-6" A.F.F. WALL MOUNTED AC UNIT (TYP.) +/- 8'-0" A.F.F. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs M-141 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room FOURTH FLOOR DUCTWORK PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 FOURTH FLOOR DUCTWORK PLAN No. Description Date Move door VFDs Alt. Area for remote condesers VFDs EA LOUVER OA LOUVER DOAS-2 DOAS-1 EA LOUVER OA LOUVER CONDENSER EXHAUST LOUVER CONDENSER EXHAUST LOUVER REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs M-152 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room MECHANICAL ROOF EQUIPMENT PLAN 2018_0801 03/04/2022 08/18/2022 Scale: 1/8" = 1'-0" 1 ROOF EQUIPMENT PLAN No. Description Date REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs M-601 08/18/2022 GM MKR VITEMA EOC Wind Retrofit & Safe Room SCHEDULES AND DIAGRAMS 2018_0801 03/04/2022 08/18/2022 VRF FAN COIL UNIT SCHEDULE Mark Level Area Served Indoor Unit Type Cooling Performance Fan Schedule Electrical Outdoor Unit MFR Model Number Total Cooling Capacity (Btu/H) Sensible Cooling Capacity (Btu/H) EAT DB/WB (F) LAT DB/WB (F) Supply Airflow (CFM) ESP (in. w.g.) V/Hz/Ph MCA MOCP FCU-1 MEP FIRST FLOOR Southwing - West Offices Ceiling-Concel ead Ducted 13.2 10.3 73/62 55/54.8 500 0.5" 208/60/1 1.45 15 ACCU-1 Mitsubi Electric PEFY-P15 FCU-2 MEP FIRST FLOOR Southwing - Em Ops West Ceiling-Concel ead Ducted 13.4 10.2 73/62 55/54.8 500 0.5" 208/60/1 1.45 15 ACCU-1 Mitsubi Electric PEFY-P15 FCU-3 MEP FIRST FLOOR Southwing - Em Ops East Ceiling-Concel ead Ducted 14.8 12.2 73/62 55/54.8 640 0.5" 208/60/1 1.56 15 ACCU-1 Mitsubi Electric PEFY-P18 FCU-4 MEP FIRST FLOOR Southwing - East Offices Ceiling-Concel ead Ducted 12.9 10.0 73/62 55/54.8 520 0.5" 208/60/1 1.45 15 ACCU-1 Mitsubi Electric PEFY-P15 FCU-5 MEP SECOND FLOOR Southwing - Circ/Work Ceiling-Concel ead Ducted 21.7 15.8 73/62 55/54.8 700 0.5" 208/60/1 2.25 15 ACCU-1 Mitsubi Electric PEFY-P24 FCU-6 MEP SECOND FLOOR Southwing - Southwest Offices Ceiling-Concel ead Ducted 13.4 10.2 73/62 55/54.8 610 0.5" 208/60/1 1.45 15 ACCU-1 Mitsubi Electric PEFY-P15 FCU-7 MEP SECOND FLOOR Southwing - Call Center East Ceiling-Concel ead Ducted 13.0 10.1 73/62 55/54.8 480 0.5" 208/60/1 1.45 15 ACCU-1 Mitsubi Electric PEFY-P15 FCU-8 MEP SECOND FLOOR Southwing - Call Center West Ceiling-Concel ead Ducted 10.6 7.5 73/62 55/54.8 410 0.5" 208/60/1 1.21 15 ACCU-1 Mitsubi Electric PEFY-P12 FCU-9 MEP SECOND FLOOR Southwing - East Offices Ceiling-Concel ead Ducted 12.9 10.0 73/62 55/54.8 480 0.5" 208/60/1 1.45 15 ACCU-1 Mitsubi Electric PEFY-P15 FCU-10 MEP THIRD FLOOR Southwing - Bunk Room 305 Ceiling-Concel ead Ducted 6.4 5.4 73/62 55/54.8 230 0.5" 208/60/1 1.05 15 ACCU-2 Mitsubi Electric PEFY-P08 FCU-11 MEP THIRD FLOOR Southwing - Corridor Ceiling-Concel ead Ducted 19.2 14.7 73/62 55/54.8 830 0.5" 208/60/1 2.25 15 ACCU-2 Mitsubi Electric PEFY-P24 FCU-12 MEP THIRD FLOOR Southwing - Flex Space Ceiling-Concel ead Ducted 14.4 11.6 73/62 55/54.8 540 0.5" 208/60/1 1.56 15 ACCU-2 Mitsubi Electric PEFY-P18 FCU-13 MEP THIRD FLOOR Southwing - W. Bunk Room 311 Ceiling-Concel ead Ducted 6.1 5.3 73/62 55/54.8 200 0.5" 208/60/1 1.05 15 ACCU-2 Mitsubi Electric PEFY-P08 FCU-14 MEP THIRD FLOOR Southwing - Kitchen 213 Ceiling-Concel ead Ducted 9.2 6.9 73/62 55/54.8 470 0.5" 208/60/1 1.21 15 ACCU-2 Mitsubi Electric PEFY-P12 FCU-15 MEP THIRD FLOOR Southwing - Dining Room 314 Ceiling-Concel ead Ducted 27.1 22.4 73/62 55/54.8 1230 0.5" 208/60/1 3.33 15 ACCU-2 Mitsubi Electric PEFY-P36 FCU-16 MEP FOURTH FLOOR Southwing - Corridor Ceiling-Concel ead Ducted 19.1 14.6 73/62 55/54.8 670 0.5" 208/60/1 2.25 15 ACCU-2 Mitsubi Electric PEFY-P24 FCU-17 MEP FOURTH FLOOR Southwing - North Offices Ceiling-Concel ead Ducted 18.9 14.6 73/62 55/54.8 820 0.5" 208/60/1 2.25 15 ACCU-2 Mitsubi Electric PEFY-P24 FCU-18 MEP FOURTH FLOOR Southwing - South Offices Ceiling-Concel ead Ducted 28.3 22.9 73/62 55/54.8 1020 0.5" 208/60/1 3.33 15 ACCU-2 Mitsubi Electric PEFY-P36 FCU-19 MEP FOURTH FLOOR Southwing - Flex Support Ceiling-Concel ead Ducted 18.2 14.2 73/62 55/54.8 580 0.5" 208/60/1 2.25 15 ACCU-2 Mitsubi Electric PEFY-P24 FCU-20 MEP FIRST FLOOR Northwing - Corridor Ceiling-Concel ead Ducted 36.4 28.1 73/62 55/54.8 1240 0.5" 208/60/1 3.41 15 ACCU-3 Mitsubi Electric PEFY-P48 FCU-21 MEP FIRST FLOOR Northwing - Office Space Ceiling-Concel ead Ducted 18.1 14.2 73/62 55/54.8 610 0.5" 208/60/1 2.25 15 ACCU-3 Mitsubi Electric PEFY-P24 FCU-22 MEP FIRST FLOOR Northwing - J/U Rooms Ceiling-Concel ead Ducted 26.7 22.2 73/62 55/54.8 1240 0.5" 208/60/1 3.33 15 ACCU-3 Mitsubi Electric PEFY-P36 FCU-23 MEP FIRST FLOOR Northwing - Entrance Corridor Ceiling-Concel ead Ducted 38.8 30.5 73/62 55/54.8 1410 0.5" 208/60/1 3.31 15 ACCU-3 Mitsubi Electric PEFY-P54 FCU-24 MEP SECOND FLOOR Northwing - Corridor Ceiling-Concel ead Ducted 36.2 28.1 73/62 55/54.8 1210 0.5" 208/60/1 3.41 15 ACCU-3 Mitsubi Electric PEFY-P48 FCU-25 MEP SECOND FLOOR Northwing - J/U North Ceiling-Concel ead Ducted 20.2 15.3 73/62 55/54.8 850 0.5" 208/60/1 2.49 15 ACCU-3 Mitsubi Electric PEFY-P27 FCU-26 MEP SECOND FLOOR Northwing - J/U South Ceiling-Concel ead Ducted 26.5 22.1 73/62 55/54.8 990 0.5" 208/60/1 3.33 15 ACCU-3 Mitsubi Electric PEFY-P36 FCU-27 MEP SECOND FLOOR Northwing - Entrance Ceiling-Concel ead Ducted 26.0 21.9 73/62 55/54.8 990 0.5" 208/60/1 3.33 15 ACCU-3 Mitsubi Electric PEFY-P36 FCU-28 MEP THIRD FLOOR Northwing - North Corridor Ceiling-Concel ead Ducted 19.4 17.8 73/62 55/54.8 640 0.5" 208/60/1 2.25 15 ACCU-4 Mitsubi Electric PEFY-P24 FCU-29 MEP THIRD FLOOR Northwing - East Offices Ceiling-Concel ead Ducted 28.8 23.1 73/62 55/54.8 900 0.5" 208/60/1 3.33 15 ACCU-4 Mitsubi Electric PEFY-P36 FCU-30 MEP THIRD FLOOR Northwing - West Offices Ceiling-Concel ead Ducted 21.4 15.8 73/62 55/54.8 920 0.5" 208/60/1 2.49 15 ACCU-4 Mitsubi Electric PEFY-P27 FCU-31 MEP THIRD FLOOR Northwing - South Corridor Ceiling-Concel ead Ducted 18.7 14.5 73/62 55/54.8 680 0.5" 208/60/1 2.25 15 ACCU-4 Mitsubi Electric PEFY-P24 FCU-32 MEP FOURTH FLOOR Northwing - North Corridor Ceiling-Concel ead Ducted 28.7 23.1 73/62 55/54.8 940 0.5" 208/60/1 3.33 15 ACCU-4 Mitsubi Electric PEFY-P36 FCU-33 MEP FOURTH FLOOR Northwing - Conference Rooms Ceiling-Concel ead Ducted 14.4 11.6 73/62 55/54.8 660 0.5" 208/60/1 1.56 15 ACCU-4 Mitsubi Electric PEFY-P18 FCU-34 MEP FOURTH FLOOR Northwing - West Offices Ceiling-Concel ead Ducted 11.7 9.5 73/62 55/54.8 440 0.5" 208/60/1 1.45 15 ACCU-4 Mitsubi Electric PEFY-P15 FCU-35 MEP FOURTH FLOOR Northwing - East Offices Ceiling-Concel ead Ducted 14.1 11.5 73/62 55/54.8 540 0.5" 208/60/1 1.56 15 ACCU-4 Mitsubi Electric PEFY-P18 FCU-36 MEP FOURTH FLOOR Northwing - South Corridor Ceiling-Concel ead Ducted 20.7 15.5 73/62 55/54.8 770 0.5" 208/60/1 2.49 15 ACCU-4 Mitsubi Electric PEFY-P27 FCU-37 MEP BASEMENT Basement - Conditioned Spaces Ceiling-Concel ead Ducted 4.5 4.5 73/62 55/54.8 240 0.5" 208/60/1 1.05 15 ACCU-3 Mitsubi Electric PEFY-P06 DEDICATED OUTDOOR AIR SYSTEM SCHEDULE Mark Level Area Served Energy Recovery Cooling Coil Performance Supply Fan Exhaust Fan Electrical Manufacturer Model Number Total Recovery (Btu/H) Total Recovery (%) Sensible Recovery (Btu/H) Sensible Recovery (%) OA EAT DB/WB (F) OA LAT DB/WB (F) RA EAT DB/WB (F) RA LAT DW/WB (F) Total Cooling Capacity (Btu/H) Sensible Cooling Capacity (Btu/H) EAT DB/WB (F) LAT DB/WB (F) Supply Airflow (CFM) Supply ESP (in. w.g.) Supply TSP (in. w.g.) Exhaust Airflow (CFM) Exhaust ESP (in. w.g.) Exhaust TSP (in. w.g.) V/Hz/Ph FLA MCA MOCP DOAS-1 MEP ROOF Southwing 160,000 85.4 86.9 84.4/80.4 75/67.4 70/58 82.6/78.2 312,900 108,700 84.4/80.4 49.8/49.8 3155 1 2.8 2430 1 2.15 208/60/1 XeteX AVR 1400-RT-CD-HG-AC DOAS-2 MEP ROOF Northwing 82,000 77 83.5 84.4/80.4 75.4/68.9 70/58 82.1/76.7 177,900 61,000 84.4/80.4 50.2/50.2 1820 1 2.95 1400 1 2.25 208/60/1 XeteX AVR 1000-RT-CD-HG-AC AIR COOLED CONDENSING UNIT SCHEDULE Mark Level Area Served Performance Refrigeran t Type Compress or Type Compress or Quantity Electrical MFR Model Number Total Cooling Capacity (Btu/H) Airflow (CFM) V/Hz/Ph FLA MCA MOCP ACCU-1 MEP FIRST FLOOR Southwing - Level 1 & 2 168,000 14,100 R410A Scroll 2 208/60/3 46.1 58 75 Mitsubi Electric PUHY-P168 ACCU-2 MEP FIRST FLOOR Southwing - Level 3 & 4 192,000 14,100 R410A Scroll 2 208/60/3 53.4 67 100 Mitsubi Electric PUHY-P192 ACCU-3 MEP FIRST FLOOR Northwing - Level 1 & 2 264,000 22,050 R410A Scroll 208/60/3 65.6 41/23/23 50/30/30 Mitsubi Electric PUHY-P264 ACCU-4 MEP FIRST FLOOR Northwing - Level 3 & 4 204,000 14,100 R410A Scroll 2 208/60/3 57.7 72 100 Mitsubi Electric PUHY-P204 ACCU-5a MEP FIRST FLOOR Telecom 112 18,000 1880 R410A Scroll 1 208/60/3 7.5 11 30 Mitsubi Electric PUY-A18 ACCU-5b MEP FIRST FLOOR Telecom 112 18,000 1880 R410A Scroll 1 208/60/3 7.5 11 30 Mitsubi Electric PUY-A18 ACCU-6a MEP FIRST FLOOR Telecom 217 18,000 1880 R410A Scroll 1 208/60/3 7.5 11 30 Mitsubi Electric PUY-A18 ACCU-6b MEP FIRST FLOOR Telecom 217 18,000 1880 R410A Scroll 1 208/60/3 7.5 11 30 Mitsubi Electric PUY-A18 ACCU-7a MEP FIRST FLOOR IT 316 18,000 1880 R410A Scroll 1 208/60/3 7.5 11 30 Mitsubi Electric PUY-A18 ACCU-7b MEP FIRST FLOOR IT 316 18,000 1880 R410A Scroll 1 208/60/3 7.5 11 30 Mitsubi Electric PUY-A18 ACCU-8a MEP FIRST FLOOR IT 423 18,000 1880 R410A Scroll 1 208/60/3 7.5 11 30 Mitsubi Electric PUY-A18 ACCU-8b MEP FIRST FLOOR IT 423 18,000 1880 R410A Scroll 1 208/60/3 7.5 11 30 Mitsubi Electric PUY-A18 NOTES: 1. ACCU-3 REQUIRES A SEPARATE ELECTRICAL CONNECTION FOR EACH CONDENSER SECTION. WALL MOUNTED AC UNIT SCHEDULE Mark Level Area Served Total Cooling Capacity (Btu/H) EER/SEER Supply Airflow (CFM) V/Hz/Ph FLA MCA MOCP MFR Model Number AC-5a MEP FIRST FLOOR Telecom 112 18,000 9.9/18.5 425 208/60/1 0.33 1 15 Mitsubi Electric PKA-A18 AC-5b MEP FIRST FLOOR Telecom 112 18,000 9.9/18.5 425 208/60/1 0.33 1 15 Mitsubi Electric PKA-A18 AC-6a MEP SECOND FLOOR Telecom 217 18,000 9.9/18.5 425 208/60/1 0.33 1 15 Mitsubi Electric PKA-A18 AC-6b MEP SECOND FLOOR Telecom 217 18,000 9.9/18.5 425 208/60/1 0.33 1 15 Mitsubi Electric PKA-A18 AC-7a MEP THIRD FLOOR IT 316 18,000 9.9/18.5 425 208/60/1 0.33 1 15 Mitsubi Electric PKA-A18 AC-7b MEP THIRD FLOOR IT 316 18,000 9.9/18.5 425 208/60/1 0.33 1 15 Mitsubi Electric PKA-A18 AC-8a MEP FOURTH FLOOR IT 423 18,000 9.9/18.5 425 208/60/1 0.33 1 15 Mitsubi Electric PKA-A18 AC-8b MEP FOURTH FLOOR IT 423 18,000 9.9/18.5 425 208/60/1 0.33 1 15 Mitsubi Electric PKA-A18 AC-6i MEP BASEMENT No. Description Date S O S S S S S A A D B C F E D C B A E F C D C B A D C A E F E D C A F SWBD- C B EXAMPLES MAIN EQUIPMENT NORMAL POWER EQUIPMENT DISTRIBUTION BRANCH BUILD / WING OR RISER FLOOR TYPE OF EQUIPMENT SEQUENCE NUMBER EMERGENCY POWER EQUIPMENT B : BASEMENT 1 : FIRST FLOOR 2 : SECOND FLOOR 3 : THIRD FLOOR 4 : FOURTH FLOOR R : ROOF IG : LS: LR: SB: CB: OR: ISOLATED GROUND EMERGENCY LIFE SAFETY EMERGENCY LEGALLY REQUIRED EMERGENCY STANDBY CRITICAL BRANCH OPERATING ROOM N: NORTH S: SOUTH 'A' THROUGH LAST LETTER NEEDED FOR EACH TYPE OF EQUIPMENT ON EACH LEVEL EDP-LR-C 2-H A RP-IG-T 2 SWGR : SWITCHGEAR SWBD : SWITCHBOARD DP : DISTRIBUTION PANEL PP : POWER PANEL LP : LTG PANELBOARD RP : RECEPT PANELBOARD KP : KITCHEN PANELBOARD AP : APPLIANCE PANELBOARD EM-SWGR: EM MAIN SWITCHGEAR EM-SWBD: EM MAIN SWITCHBOARD EDP : EM DISTRIBUTION PANEL ELP : EM LTG PANELBOARD ERP : EM RECEPT PANELBOARD EAP : EM APPLIANCE PANELBOARD T : TRANSFORMER ATS : AUTOMATIC TRANSFER SWITCH DP-T 2-H A DISTRIBUTION VOLTAGE H : 480/277V L : 208/120V LP-T 2-A ELECTRICAL EQUIPMENT NAMING LEGEND FLOOR BUILDING OR RISER TYPE OF EQUIPMENT SEQUENCE NUMBER VOLTAGE BUILDING OR RISER TYPE OF EQUIPMENT FLOOR SEQUENCE NUMBER BUILDING OR RISER TYPE OF EQUIPMENT FLOOR FLOOR BUILDING OR RISER DISTRIBUTION BRANCH TYPE OF EQUIPMENT SEQUENCE NUMBER VOLTAGE FLOOR BUILDING OR RISER DISTRIBUTION BRANCH TYPE OF EQUIPMENT O L G BW A E-3 EF 1 L6-20R J J TC EM GFI L6-20R a PIR b DT F 4X 200 CB 4X 225 4X VFD 4X 4X 4X 400 VFD 4X TP M PB T4 ATS PANEL GFP TRIP GFP TRIP GFP TRIP SPACE 255 12KV SA 225 ST ST 225 ST 400 N E L G 51 M M V A 200/5 (1) 75KVA XMFR-1 480V- M KI 4 POLE ATS-1 600A 4 POLE ATS-1 600A LSI TRIP 52 SPARE 200 1 2 P380D F 2,a F 2 a a 3 b K4 DM WP XP a 0S # F 2,a F 2 a WALL MOUNTED JUNCTION BOX RECESSED CEILING MOUNTED JUNCTION BOX FLUSH FLOOR MOUNTED JUNCTION BOX SURFACE RACEWAY DUPLEX RECEPTACLE WALL MOUNTED 20A, 125V, 2P, 3W GROUNDING SPECIAL RECEPTACLE WALL MOUNTED NEMA CONFIGURATION AS INDICATED ON PLANS SIMPLEX RECEPTACLE FLUSH FLOOR MOUNTED 20A, 125V, 2P, 3W GROUNDING SIMPLEX RECEPTACLE WALL MOUNTED 20A, 125V, 2P, 3W GROUNDING QUAD RECEPTACLE WALL MOUNTED 20A, 125V, 2P, 3W GROUNDING SIMPLEX RECEPTACLE CEILING MOUNTED 20A, 125V, 2P, 3W GROUNDING DUPLEX RECEPTACLE CEILING MOUNTED 20A, 125V, 2P, 3W GROUNDING QUAD RECEPTACLE CEILING MOUNTED 20A, 125V, 2P, 3W GROUNDING SPECIAL RECEPTACLE CEILING MOUNTED NEMA CONFIGURATION AS INDICATED ON PLANS DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED 20A, 125V, 2P, 3W GROUNDING QUAD RECEPTACLE FLUSH FLOOR MOUNTED 20A, 125V, 2P, 3W GROUNDING SPECIAL RECEPTACLE FLUSH FLOOR MOUNTED NEMA CONFIGURATION AS INDICATED ON PLANS WALL MOUNTED OCCUPANCY SENSOR. - 'PIR' DENOTES PASSIVE INFRARED - 'DT' DENOTES DUAL TECHNOLOGY - 'a' DENOTES SWITCHING ARRANGEMENT CEILING MOUNTED LIGHTING FIXTURE AND OUTLET BOX. - 'F' DENOTES FIXTURE TYPE - '2' DENOTES BRANCH CIRCUIT NUMBER - 'a' DENOTES SWITCHED CIRCUIT - SHADED AREA FIXTURE ON EMERGENCY CIRCUIT NOTE: SEE LIGHT FIXTURE SCHEDULE AND SPECIFICATIONS FOR COMPLETE FIXTURE DESCRIPTION. WALL MOUNTED LIGHTING FIXTURE AND OUTLET BOX. - 'F' DENOTES FIXTURE TYPE - '2' DENOTES BRANCH CIRCUIT NUMBER - 'a' DENOTES SWITCHED CIRCUIT - SHADED AREA FIXTURE ON EMERGENCY CIRCUIT CEILING/WALL EXIT LIGHT AND OUTLET BOX, LED TYPE, SELF CONTAINED, WITH BATTERY PACK: - SHADED AREA INDICATES ILLUMINATED FACE(S) - ARROW INDICATES DIRECTION EMERGENCY UNIT EQUIPMENT, 90 MINUTE BATTERY PACK, CHARGER AND TEST SWITCH LIGHTING WIRING DEVICES 20A SPST TOGGLE SWITCH U.O.N.: -LOWER CASE LETTER DENOTES LIGHTING FIXTURE SWITCHING ARRANGEMENT - '3' DENOTES THREE-WAY - '4' DENOTES FOUR-WAY - 'K' KEY OPERATED WALL DIMMER SWITCH WEATHERPROOF SWITCH EXPLOSION PROOF SWITCH WALL SWITCH OCCUPANCY SENSOR CEILING MOUNTED OCCUPANCY SENSOR. - 'PIR' DENOTES PASSIVE INFRARED - 'US' DENOTES ULTRASONIC - 'DT' DENOTES DUAL TECHNOLOGY - 'a' DENOTES SWITCHING ARRANGEMENT CEILING MOUNTED PHOTOCELL CONTROLLER WALL MOUNTED PHOTOCELL CONTROLLER LIGHTING CONTACTOR TIME CLOCK PUSH BUTTON ANNOTATION FOR RECEPTACLE WIRING DEVICES: - GFI DENOTES GROUND FAULT TYPE - SS DENOTES SURGE SUPPRESSION TYPE - IG DENOTES ISOLATED GROUND TYPE - EM EMERGENCY TYPE DESCRIPTION SYMBOL POWER TRANSFORMER, SEE SCHEDULE FOR RATING SURFACE MOUNTED LTG/APPLIANCE PANELBOARD HOMERUN TO PANELBOARD "LP-3A": - NUMERALS DENOTES CIRCUIT NUMBERS NEW CONDUIT OR EQUIPMENT CONDUIT TURNING UP CONDUIT TURNING DOWN CONDUIT CAPPED FLEXIBLE CONNECTION EXISTING CONDUIT AND WIRING TO REMAIN EXISTING CONDUIT AND WIRING TO BE REMOVED 1,3,5 LP-3A/ COMBINATION DISCONNECT SWITCH/CONTROLLER VARIABLE FREQUENCY DRIVE - '4x' DENOTES NEMA ENCLOSURE IF INDICATED MANUAL MOTOR STARTER WITH THERMAL OVERLOAD AND PILOT LIGHT FLUSH MOUNTED LTG/APPLIANCE PANELBOARD PULLBOX SURFACE MOUNTED PANELBOARD LIGHTNING PROTECTION & GROUNDING - 'L' DENOTES LIGHTNING PROTECTION MAIN CONDUCTOR LIGHTING PROTECTION AIR TERMINAL GROUND ELECTRODE CONNECTION TO EQUIPMENT THRU ROOF PENETRATION CABLE IN CONDUIT TRIANGULAR GROUND GRID - THREE 3/4" x 10'-0" RODS SPACED 30'-0" MINIMUM APART INTERCONNECTED WITH 4/0 COPPER CONDUCTOR. THRU ROOF PENETRATION TO STEEL FULL DOWNLEAD TO GROUND STEEL COLUMN BOND TO GROUND EXPOSED DOWNLEAD TO GROUND 2"x1/4" COPPER GROUND BUS BAR, LENGTH AS INDICATED ON PLANS. - 'G' DENOTES COUNTERPOISE/GROUND CABLE GROUND ELECTRODE 3/4" COOPER ROD, 10'-0" DEEP - "TW" INDICATES TEST WELL DESCRIPTION SYMBOL DESCRIPTION SYMBOL UNFUSED DISCONNECT SWITCH WITH RATING => UPSTEAM PROTECTIVE DEVICE - '4x' DENOTES NEMA ENCLOSURE IF INDICATED FUSED DISCONNECT SWITCH - NUMERICAL DENOTES FUSE SIZE - '4x' DENOTES NEMA ENCLOSURE IF INDICATED ENCLOSED CIRCUIT BREAKER - NUMERICAL DENOTES TRIP SIZE - '4x' DENOTES NEMA ENCLOSURE IF INDICATED MOTOR CONTROLLER: - '4x' DENOTES NEMA ENCLOSURE IF INDICATED VARIABLE FREQUENCY DRIVE CONTROLLER - '4x' DENOTES NEMA ENCLOSURE IF INDICATED COMBINATION DISCONNECT SWITCH/CONTROLER - NUMERICAL DENOTES FUSE/TRIP SIZE - '4x' DENOTES NEMA ENCLOSURE IF INDICATED AUTOMATIC TRANSFER SWITCH, SEE RISER DIAGRAM FOR RATING DESCRIPTION SYMBOL SINGLE LINE DIAGRAM PANELBOARD, SEE PANEL SCHEDULE FOR RATING MOLDED CASE CIRCUIT BREAKER: - 'TEXT' DENOTES CB ACCESSORIES LOW VOLTAGE DRAW OUT CIRCUIT BREAKER: MEDIUM VOLTAGE DRAW OUT CIRCUIT BREAKER AUTOMATIC TRANSFER SWITCH GENERATOR UTILITY METER DIGITAL MULTIFUNCTION METER WITH CURRENT/POTENTIAL TRANSFORMER AS REQUIRED ST, ET. GFP, EO, LSI TRIP FUNCTIONS - NUMERICAL DENOTES TRIP SIZE - 'TEXT' DENOTES CB ACCESSORIES - NUMERICAL DENOTES TRIP SIZE WITH INTEGRAL TRIP UNIT LOW VOLTAGE FUSE/SWITCH UNIT - 'TEXT' DENOTES FUSE ACCESSORIES ST, GFR, EO, LO, LOCK OUT PROVISIONS - NUMERICAL DENOTES FUSE SIZE MEDIUM VOLTAGE DRAWOUT FUSE/SWITCH UNIT - 'TEXT' DENOTES FUSE ACCESSORIES - NUMERICAL DENOTES FUSE SIZE ENCLOSED CIRCUIT BREAKER - 'TEXT' DENOTES CB ACCESSORIES - NUMERICAL DENOTES TRIP SIZE ENCLOSED SAFETY DISCONNECT SWITCH - 'TEXT' DENOTES FUSE ACCESSORIES - NUMERICAL DENOTES SWITCH SIZE ENCLOSED FUSED DISCONNECT SWITCH - 'TEXT' DENOTES FUSE ACCESSORIES - NUMERICAL DENOTES SWITCH SIZE INTERMEDIATE CLASS MOV SURGE ARRESTER - NUMERICAL DENOTES ARRESTER RATING MOTOR SPARE SWITCH IN DISTRIBUTION EQUIPMENT SPACE IN DISTRIBUTION EQUIPMENT AUTOMATIC TRANSFER SWITCH W/BYPASS ISOLATION KEY INTERLOCK RELAY NUMERICAL INDICATES TYPE CURRENT TRANSFORMER: - '200/5' DENOTES CT RATIO IF INDICATED POTENTIAL TRANSFORMER: - NUMERICAL DENOTES QUANTITY OF FUSES DELTA CONNECTION WYE CONNECTION INVERTER RECTIFIER BATTERY TRANSFORMER WITH PRIMARY AND SECONDARY CONNECTIONS AS INDICATED ON RISER DIAGRAM. 208/120 FEEDER BUSWAY DESCRIPTION SYMBOL NOTE: NOT ALL SYMBOLS AND ABBREVIATIONS ARE USED ON THIS PROJECT. MISCELLANEOUS REFERENCE NOTE DIGITAL REFERENCE: - DETAIL DESIGNATION - SHEET NUMBER REFERENCE DESCRIPTION SYMBOL EQUIPMENT REFERENCE. COORDINATE EQUIPMENT WITH MECHANICAL/PLUMBING TRADES. SEE MECHANICAL/PLUMBING DRAWINGS FOR LOCATIONS INDICATES REVISION & NUMBER FEEDER SIZE, SEE FEEDER SCHEDULE PC PC LC J S TW GROUND ROD WITH CONCRETE GROUND INSPECTION WELL REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs E-001 Checker Author VITEMA EOC Wind Retrofit & Safe Room ELECTRICAL SYMBOLS & ABBREVIATIONS 2018_0801 ABBREVIATIONS - ELECTRICAL A, AMP AMPERE AC ALTERNATING CURRENT ADA AMERICANS WITH DISABILITIES ACT AF AMPERE FRAME AFCI ARC FAULT CIRCUIT INTERRUPTER AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE AHJ AUTHORITY HAVING JURISDICTION AIC AMPERES INTERRUPTING CAPACITY AL, ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AT AMPERE TRIP ATS AUTOMATIC TRANSFER SWITCH AUX AUXILIARY AWG AMERICAN WIRE GAUGE BLDG BUILDING BMS BUILDING MANAGEMENT SYSTEM C CONDUIT C/B, CB CIRCUIT BREAKER CATV CABLE TELEVISION CKT CIRCUIT COMM COMMUNICATION CT CURRENT TRANSFORMER CU COPPER DC DIRECT CURRENT DISC DISCONNECT DWG DRAWING E, EX EXISTING EC ELECTRICAL CONTRACTOR ECB ENCLOSED CIRCUIT BREAKER EGB EARTH, ELECTRICAL OR EQUIPMENT GROUND BAR EGC EQUIPMENT GROUNDING CONDUCTOR ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR EM, EMERG EMERGENCY FLA FULL LOAD AMPS FSD FIRE SMOKE DAMPER G, GND GROUND GFCI, GF GROUND FAULT CIRCUIT INTERRUPTER HP HORSE POWER ISC SHORT CIRCUIT CURRENT JB, JBOX JUNCTION BOX KVA KILOVOLT-AMPERES KW KILOWATT LCP LIGHTING CONTROL PANEL LTG LIGHTING LV LOW VOLTAGE LVR LOW VOLTAGE RELAY MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCCB MOLDED CASE CIRCUIT BREAKER MIN MINIMUM MLO MAIN LUGS ONLY N NEUTRAL N/A, NA NOT APPLICABLE NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NTS NOT TO SCALE P POLE PB PULL BOX PH, Ø PHASE REC, RECP RECEPTACLE SPD SURGE PROTECTIVE DEVICE SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TYP TYPICAL UON UNIVERSAL SERIAL BUS UPS UNLESS OTHERWISE NOTED V VOLTS VA VOLT AMPERES W WATT WP WEATHERPROOF XFR, XFMR TRANSFORMER No. Description Date 08/18/2022 03/04/2022 ELECTRICAL GENERAL NOTES 1. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK. FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF OTHER TRADES TO VERIFY SPACE CONDITIONS. MAINTAIN HEADROOM AND SPACE CONDITIONS CONSISTENT WITH PROJECT CRITERIA. 2. INSTALLATION SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE ADOPTED, ALL LOCAL CODES AND ORDINANCES. 3. WORK SHALL INCLUDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND NECESSARY SERVICES TO FURNISH AND INSTALL ALL ELECTRICAL WORK AS INDICATED ON THE DRAWINGS AND THE SPECIFICATIONS. THE WORD "PROVIDE", SHALL MEAN FURNISHING AND INSTALLATION OF THE ITEMS INDICATED. ALL ITEMS SHOWN SHALL BE PROVIDED AS NEW UNLESS OTHERWISE NOTED. THE PROJECTS WILL BE A SINGLE PRIME ELECTRICAL CONTRACT. THE ELECTRICAL PRIME CONTRACTOR WILL SUBCONTRACT NON-ELECTRICAL WORK NOT PERFORMED BY THEM TO INCLUDE THE GENERAL CONSTRUCTION. THE PRIME CONTRACTOR AND ALL SUB- CONTRACTORS SHALL BE LICENSED IN THE LOCAL JURISDICTIONS, WITH THE AUTHORITIES HAVING JURISDICTIONS, IN THEIR RESPECTIVE TRADE OF WORK. 4. MINIMUM WIRE SIZE FOR POWER AND LIGHTING CIRCUITS SHALL BE #12 AWG, TYPE XHHW-2, LSZH, LOW SMOKE, ZERO HALOGEN WIRE. NO SUBSTITUTION WILL BE ALLOWED. 5. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CEILING WORK WITH CEILING CONTRACTOR AND DETERMINE CEILING TYPE FOR INSTALLATION OF LIGHTING FIXTURES, SPEAKERS, SMOKE DETECTORS, EXIT LIGHTS, ETC. ELECTRICAL WORK SHALL ALSO BE COORDINATED WITH LOCATION OF DIFFUSERS, SPRINKLERS AND OTHER TRADES. 6. EXACT LOCATION AND MOUNTING OF LIGHTING FIXTURES IN MECHANICAL AREAS SHALL BE COORDINATED WITH THE MECHANICAL TRADES TO AVOID CONFLICT WITH PIPING, DUCTS AND EQUIPMENT. IN GENERAL, THE FINAL LOCATION OF LIGHTING FIXTURES SHALL BE GOVERNED BY THE NEED OF TASK LIGHTING FOR EQUIPMENT AND EGRESS. 7. EXACT LOCATION OF OUTLETS, LIGHTING FIXTURES, SWITCHES, ETC.SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. HEIGHTS OF OUTLETS FROM FINISHED FLOOR TO CENTERLINE OF OUTLET SHALL BE AS SHOWN ON ARCHITECTURAL DRAWINGS. 8. PULL BOXES SHALL BE PROVIDED, FOR ALL CONDUIT RUNS EXCEEDING 270 DEGREES IN BENDS, AS INDICATED ON DRAWINGS AND WHERE REQUIRED BY FIELD CONDITIONS TO FACILITATE PULLING OF WIRE, COORDINATE LOCATION WITH OTHER TRADES. COVERS OF JUNCTION AND PULL BOXES SHALL BE ACCESSIBLE. FOR EMPTY RACEWAY RUNS PULL BOXES SHALL BE PROVIDED EVERY 100 FEET OR AS INDICATED. 9. SEPARATE BOXES OR WIREWAYS SHALL BE PROVIDED FOR EMERGENCY LIFE SAFETY AND NORMAL WIRING. 10. ALL SUPPORTS TO BUILDING STRUCTURE SHALL BE SECURED AS NOTED IN THE SPECIFICATIONS. HORIZONTAL RUNS OF METALLIC CONDUIT SHALL BE SUPPORTED AT INTERVALS OF NOT MORE THAN 10 FEET APART. RACEWAY RISERS SHALL BE SUPPORTED AT EACH FLOOR LEVEL. EXPOSED RACEWAYS SHALL RUN PARALLEL WITH OR AT RIGHT ANGLES TO WALLS. 11. ALL REQUIRED ACCESS DOORS SHALL BE FURNISHED UNDER THE ELECTRICAL SECTION AND INSTALLED UNDER GENERAL CONSTRUCTION. ALL ACCESS DOOR LOCATIONS SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO INSTALLATION. 12. NO ELECTRICAL RACEWAYS SHALL BE INSTALLED WITHIN 3 INCHES OF STEAM OR HOT WATER PIPES, OR APPLIANCES, EXCEPT FOR CROSSINGS WHERE RACEWAYS SHALL BE AT LEAST 1 INCH FROM PIPE COVER. 13. EXPANSION FITTINGS WITH BONDING JUMPER SHALL BE PROVIDED WHERE CONDUIT CROSS EXPANSION JOINTS AND RUNS OVER 150'. CONTRACTOR SHALL REFER TO ARCHITECTURAL,STRUCTURAL DRAWINGS FOR EXACT NUMBER, LENGTHS AND LOCATIONS OF EXPANSION JOINTS. 14. TWO (2) PROTECTIVE COATS OF ASPHALTUM COMPOUND SHALL BE PROVIDED FOR ANY GALVANIZED STEEL CONDUIT DIRECTLY BURRIED IN EARTH. 15. CONDUIT TO MOTOR TERMINAL BOXES SHALL BE CONNECTED WITH "SEALTITE" FLEXIBLE CONDUIT; MINIMUM 18 INCHES IN LENGTHS WITH 50 PERCENT SLACK. RACEWAYS SHALL NOT BE TERMINATED IN, OR FASTENED TO MOTOR FOUNDATION. 16. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL LUG KITS/COPPER BUS DETAILS AS REQUIRED FOR OVER SIZED FEEDERS. LUGS SHALL BE COPPER-PRESSURE PLATE TYPE, UP TO NO. 6 & COMPRESSION TYPE FOR LARGER SIZE CONDUCTOR. 17. EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT & RACEWAYS SHALL BE GROUNDED. THE CONTRACTOR SHALL ENSURE CONTINUITY OF THE GROUNDING CIRCUIT THROUGH THIS GROUNDING CONDUCTOR FROM THE SUPPLYING PANELBOARD GROUNDING BUS TO THE LOAD GROUND TERMINAL. THE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 18. ALL EXIT SIGNS SHALL BE CONNECTED TO DEDICATED CIRCUITS AND CONNECTED TO DESIGNATED PANEL LOCKABLE TYPE CIRCUIT BREAKERS AS DIRECTED ON DRAWINGS. ELECTRICAL AND LOW VOLTAGE SYSTEMS DIVISION OF WORK SYSTEM RISER CONDUIT CABLE TRAY DEVICE CONDUIT OUTLET BOXES DEVICES WIRING JACKS WALL PLATES ELECTRICAL BY EC BY EC BY EC BY EC BY EC BY EC NA BY EC FIRE ALARM BY EC BY EC BY EC BY EC BY EC BY EC BY EC BY EC IT BY EC BY EC BY EC BY EC BY IT BY IT BY IT BY IT AV BY EC BY EC BY EC BY EC BY AV BY AV BY AV BY AV SECURITY BY EC BY EC BY EC BY EC BY SECURITY BY SECURITY BY SECURITY BY SECURITY DIVISION 23 (CONTROLS) BY DIV 23 BY DIV 23 BY DIV 23 BY DIV 23 BY DIV 23 BY DIV 23 BY DIV 23 BY DIV 23 (CONTROLS) (CONTROLS) (CONTROLS) (CONTROLS) (CONTROLS) (CONTROLS) (CONTROLS) (CONTROLS) ABBREVIATIONS: EC - ELECTRICAL CONTRACTOR. AV-AUDIO VISUAL CONTRACTOR IT - INFORMATION TECHNOLOGY CONTRACTOR NA-NOT APPLICABLE ELECTRICAL (DIVISION 26) AND MECHANICAL (DIVISION 21, 22 & 23) DIVISION OF WORK EQUIPMENT SUPPLY INSTALLATION POWER WIRING CONTROL WIRING REMARKS MOTORS DIV 21, 22 & 23 DIV 21, 22 & 23 DIV 26 DIV 23 CONTROLS LOCAL DISCONNECT SWITCHES DIV 26 DIV 26 DIV 26 DIV 26 MOTOR CONTROLLERS DIV 26 DIV 26 DIV 26 DIV 23 CONTROLS (COMBINATION STARTER DISCONNECTS) VFDS DIV 23 DIV 26 DIV 26 DIV 23 CONTROLS PIPING, DUCTWORK CANNOT BE LESS THAN 6'-0" ABOVE EQUIPMENT MOTOR CONTROL CENTERS DIV 26 DIV 26 DIV 26 DIV 23 CONTROLS 120V FIRE SMOKE DAMPER DIV 23 DIV 23 DIV 26 DIV 23 CONTROLS EC PROVIDES 120v 24V FIRE SMOKE DAMPER DIV 23 DIV 23 DIV 26 DIV 23 CONTROLS EC PROVIDES 120V, 120/24V TRANSFORMER PROVIDED BY DIV 23 24V DIVISION 23 EQUIPMENT, VAV BOXES DIV 23 DIV 23 DIV 26 DIV 23 CONTROLS EC PROVIDES 120V, 120/24V TRANSFORMER PROVIDED BY DIV 23 DUCT SMOKE DETECTORS DIV 26 DIV 26 DIV 26 DIV 28 - FIRE ALARM DIVISION 23 INSTALLS SAMPLING TUBES IN DUCTWORK. SMOKE CONTROL EQUIPMENT, MOTORS DIV 23 DIV 23 DIV 26 DIV 23 CONTROLS DDC / BMS PANELS DIV 23 DIV 23 DIV 26 DIV 23 CONTROLS EC PROVIDES 120V POWER TO PANEL, LV PROVIDED BY DIV 23. EMERGENCY GENERATOR DIV 26 DIV 26 DIV 26 DIV 26 EM GENERATOR FUEL OIL SYSTEM DIV 23 DIV 23 DIV 26 DIV 23 CONTROLS SKID MOUNTED FUEL OIL TANK (SUPPLY AND INSTALLATION) BY DIV 26. EM GENERATOR SILENCER DIV 26 DIV 23 NA NA FLEX CONNECTION AND EXHAUST PIPING BY DIV 23 FIRE PUMP ATS AND MOTOR CONTROLLER DIV 21 DIV 21 DIV 26 DIV 23 CONTROLS WATER PUMP MOTOR CONTROLLERS DIV 22 DIV 22 DIV 26 DIV 23 CONTROLS SPRINKLER FLOW AND TAMPER SWITCHES DIV 21 DIV 21 DIV 26 DIV 28 - FIRE ALARM HEAT TRACING DIV 15 DIV 15 DIV 26 DIV 23 CONTROLS MOTORIZED VALVES, ACTUATORS, ETC. DIV 21, 22 & 23 DIV 21, 22 & 23 DIV 26 DIV 23 CONTROLS FEEDER SCHEDULE ALL CONDUITS ARE EMT, CONDUCTORS ARE COPPER XHHW, 600V GRADE U.O.N. EGC FOR MULTIPLE SETS EGC FOR MULTIPLE SETS TAG CONDUIT & WIRE TAG CONDUIT & WIRE TAG CONDUIT & WIRE 2 3 4 TAG CONDUIT & WIRE 2 3 4 5 6 7 8 9 10 11 12 13 14 P20A 3#12 - 3/4"C P70A 3#4 - 1-1/4"C P150A 3#1/0 - 1-1/2"C P285A (3)300MCM - 2-1/2"C P20B 3#12 + #12G - 3/4"C P70B 3#4 + #8G - 1-1/4"C P150B 3#1/0 + #4G - 1-1/2"C 1#3G 1#2G 1#1G P285B (3)300MCM + #2G - 2-1/2"C 1#1G 1#2/0G 1#3/0G 1#4/0G 1#250G 1#250G 1#350G 1#400G 1#400G 1#500G 1#500G 1#500G 1#500G P20C 4#12 - 3/4"C P70C 4#4 - 1-1/4"C P150C 4#1/0 - 1-1/2"C P285C (4)300MCM - 2-1/2"C P20D 4#12 + #12G - 3/4"C P70D 4#4 + #8G - 1-1/4"C P150D 4#1/0 + #4G - 2"C 1#3G 1#2G 1#1G P285D (4)300MCM + #2G - 3"C 1#1G 1#2/0G 1#3/0G 1#4/0G 1#250G 1#250G 1#350G 1#400G 1#400G 1#500G 1#500G 1#500G 1#500G P20E 3#12 + #8N+12G - 3/4"C P70E 3#4 + #1N+#8G - 1-1/2"C P150E 3#1/0 + 2#1/0N+#4G - 2"C 1#3G 1#2G 1#1G P285E (3)300MCM + (2)300MCMN+#2G- 3"C 1#1G 1#2/0G 1#3/0G 1#4/0G 1#250G 1#250G 1#350G 1#400G 1#400G 1#500G 1#500G 1#500G 1#500G P30A 3#10 - 3/4"C P85A 3#3 - 1-1/4"C P175A 3#2/0 - 2"C P310A (3)350MCM - 3"C P30B 3#10 + #10G - 3/4"C P85B 3#3 + #8G - 1-1/4"C P175B 3#2/0 + #4G - 2"C 1#3G 1#1G 1#1/0G P310B (3)350MCM + #2G - 3"C 1#1/0G 1#2/0G 1#4/0G 1#4/0G 1#250G 1#350G 1#350G 1#400G 1#500G 1#500G 1#500G 1#750G 1#750G P30C 4#10 - 3/4"C P85C 4#3 - 1-1/4"C P175C 4#2/0 - 2"C P310C (4)350MCM - 3"C P30D 4#10 + #10G - 3/4"C P85D 4#3 + #8G - 1-1/2"C P175D 4#2/0 + #4G - 2"C 1#3G 1#1G 1#1/0G P310D (4)350MCM + #2G - 3-1/2"C 1#1/0G 1#2/0G 1#4/0G 1#4/0G 1#250G 1#350G 1#350G 1#400G 1#500G 1#500G 1#500G 1#750G 1#750G P30E 3#10 + #6N+10G - 3/4"C P85E 3#3 + #2/0N+#8G - 1-1/2"C P175E 3#2/0 + 2#2/0N+#4G- 2-1/2"C 1#3G 1#1G 1#1/0G P310E (3)350MCM + (2)350MCMN+#2G - 3-1/2"C 1#1/0G 1#2/0G 1#4/0G 1#4/0G 1#250G 1#350G 1#350G 1#400G 1#500G 1#500G 1#500G 1#750G 1#750G P40A 3#8 - 1"C P95A 3#2 - 1-1/4"C P200A 3#3/0 - 2"C P335A (3)400MCM - 3-1/2"C P40B 3#8 + #10G - 1"C P95B 3#2 + #6G - 1-1/4"C P200B 3#3/0 + #2G - 2"C 1#3G 1#1G 1#1/0G P335B (3)400MCM + #1/0G - 3-1/2"C 1#1/0G 1#3/0G 1#4/0G 1#250G 1#350G 1#350G 1#400G 1#500G 1#500G 1#500G 1#750G 1#750G 1#750G P40C 4#8 - 1"C P95C 4#2 - 1-1/4"C P200C 4#3/0 - 2"C P335C (4)400MCM - 3-1/2"C P40D 4#8 + #10G - 1"C P95D 4#2 + #6G - 1-1/2"C P200D 4#3/0 + #2G - 2"C 1#3G 1#1G 1#1/0G P335D (4)400MCM + #1/0G - 4"C 1#1/0G 1#3/0G 1#4/0G 1#250G 1#350G 1#350G 1#400G 1#500G 1#500G 1#500G 1#750G 1#750G 1#750G P40E 3#8 + #4N+#10G - 1"C P95E 3#2 + #2/0N+#6G - 1-1/2"C P200E 3#3/0 + 2#3/0N+#2G- 2-1/2"C 1#3G 1#1G 1#1/0G P335E (3)400MCM + (2)400MCMN+#1/0G- 4"C 1#1/0G 1#3/0G 1#4/0G 1#250G 1#350G 1#350G 1#400G 1#500G 1#500G 1#500G 1#750G 1#750G 1#750G P55A 3#6 - 1"C P110A 3#1 - 1-1/4"C P230A 3#4/0 - 2"C P380A (3)500MCM - 3-1/2"C P55B 3#6 + #8G - 1"C P110B 3#1 + #6G - 1-1/4"C P230B 3#4/0 + #2G - 2"C 1#2G 1#1/0G 1#2/0G P380B (3)500MCM + #1/0G - 3-1/2"C 1#1/0G 1#3/0G 1#4/0G 1#250G 1#350G 1#400G 1#500G 1#500G 1#500G 1#750G 1#750G 1#750G 1#750G P55C 4#6 - 1"C P110C 4#1 - 1-1/4"C P230C 4#4/0 - 2"C P380C (4)500MCM - 3-1/2"C P55D 4#6 + #8G - 1-1/4"C P110D 4#1 + #6G - 1-1/2"C P230D 4#4/0 + #2G - 2-1/2"C 1#2G 1#1/0G 1#2/0G P380D (4)500MCM + #1/0G - 4"C 1#1/0G 1#3/0G 1#4/0G 1#250G 1#350G 1#400G 1#500G 1#500G 1#500G 1#750G 1#750G 1#750G 1#750G P55E 3#6 + #2N+#8G - 1-1/4"C P110E 3#1 + #3/0N+#6G - 2"C P230E 3#4/0 + 2#4/0N+#2G - 2-1/2"C 1#2G 1#1/0G 1#2/0G P380E (3)500MCM + (2)500MCMN+#1/0G- 4"C 1#1/0G 1#3/0G 1#4/0G 1#250G 1#350G 1#400G 1#500G 1#500G 1#500G 1#750G 1#750G 1#750G 1#750G P255A (3)250MCM - 2-1/2"C (3)600MCM - 3-1/2"C P255B (3)250MCM + #2G - 2-1/2"C 1#1G 1#1/0G 1#3/0G P420B (3)600MCM + #1/0G - 3-1/2"C 1#2/0G 1#4/0G 1#250G 1#350G 1#400G 1#400G 1#500G 1#500G 1#750G 1#750G 1#1000G 1#1000G 1#1000G P255C (4)250MCM - 2-1/2"C P420C (4)600MCM - 3-1/2"C P255D (4)250MCM + #2G - 3"C 1#1G 1#1/0G 1#3/0G P420D (4)600MCM + #1/0G - 4"C 1#2/0G 1#4/0G 1#250G 1#350G 1#400G 1#400G 1#500G 1#500G 1#750G 1#750G 1#1000G 1#1000G 1#1000G P255E (3)250MCM + (2)250MCMN+#2G - 3"C 1#1G 1#1/0G 1#3/0G P420E (3)600MCM + (2)600MCMN+#1/0G- 4"C 1#2/0G 1#4/0G 1#250G 1#350G 1#400G 1#400G 1#500G 1#500G 1#750G 1#750G 1#1000G 1#1000G 1#1000G LIGHTING NOTES 1. FOR EXACT LOCATION OF ALL LIGHTING FIXTURES AND SWITCHES REFER TO THE ARCHITECTURAL REFLECTED CEILING DRAWING. 2. CIRCUITING IS INDICATED BY CIRCUIT NUMBER AND SWITCH LETTER ONLY. RUNS OF CONDUIT AND WIRE ARE NOT SHOWN.120, 20A VOLT CIRCUITS SHALL NOT EXCEED 1200 WATTS. 3. PROVIDE ALL CONDUIT AND WIRE, MC CABLE, BOXES, CEILING OUTLETS, FIXTURE WHIPS, SWITCHES AND COVER PLATES REQUIRED TO IMPLEMENT THE CIRCUITING AS INDICATED. 4. WHERE MORE THAN ONE SWITCH OCCURS IN THE SAME LOCATION, THEY SHALL BE INSTALLED IN A GANG-TYPE BOX UNDER A COMMON COVER PLATE. 5. EXACT LOCATIONS & QUANTITIES OF ALL EXIT SIGNS SHALL BE COORDINATED WITH THE ARCHITECT EGRESS PLAN. ALL EXIT SIGNS SHALL BE CIRCUITED UNSWITCHED. 6. BEFORE INSTALLATION OF FIXTURES, EXACT LOCATION SHALL BE COORDINATED AT SITE TO ENSURE LIGHT IS NOT OBSCURED BY EQUIPMENT, DUCTWORK, CABLE TRAYS, CONDUITS, ETC. 7. REFER TO LUMINAIRE SPECIFICATION SECTION FOR DETAILED INFORMATION ON LUMINAIRE TYPES. 8. ALL LIGHTING CIRCUITED TO EMERGENCY LIGHTING PANELBOARDS AND CONTROLLED BY NETWORKED OR CENTRAL LIGHTING CONTROL SYSTEM SHALL AUTOMATICALLY SWITCH TO 100% ON DURING FAILURE OF NORMAL POWER SYSTEM. 9. WHERE TRACK LIGHTING IS SHOWN IN NON-ACCESSIBLE CEILINGS, PROVIDE TRACK PRE-WIRED WITH LENGTHS OF FLEXIBLE CONDUIT TO ACCESSIBLE LOCATIONS TO ENSURE NO JUNCTION BOXES OR ACCESS PANELS ARE REQUIRED IN THE CEILING. 1. PROVIDE ALLOWANCE FOR A NETWORK LIGHTING CONTROL SYSTEM. INCLUDE COST FOR ASSOCIATED CONDUIT, WIRE, PROGRAMMING, TESTING AND TRAINING. 2. ALLOW FOR LIGHT SWITCHES, OCCUPANCY SENSORS. PHOTOCELL CONTROL, DIMMING & PROGRAMMABLE LIGHTING CONTROL SYSTEMS AS REQUIRED. 3. ALLOW FOR TIME CLOCK, OCCUPANCY SENSOR & LOCAL CONTROL. 4. RELAY PANELS SHALL BE LOCATED IN EACH ELECTRICAL CLOSET. 5. PROVIDE ALLOWANCE FOR CONDUIT AND WIRE FOR OUTDOOR/LANDSCAPE LIGHTING. INCLUDE COST FOR EXCAVATION AND BACKFILLING. LIGHTING CONTROL NOTES GROUNDING SYSTEM NOTES 1. UTILIZE A SEPARATE INSULATED CONDUCTOR AS THE EQUIPMENT GROUNDING CONDUCTOR FOR ALL POWER SYSTEM CIRCUITS, SIZED AS REQUIRED. 2. THE GROUNDING SYSTEM SHALL CONSIST OF CONDUCTORS, CONNECTORS AND ALL OTHER NECESSARY EQUIPMENT REQUIRED TO PROVIDE A COMPLETE GROUND SYSTEM FOR ELECTRICAL WORK. THE GROUND SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THE CURRENT NEC. 3. THE COMPLETE GROUNDING SYSTEM SHALL BE MECHANICALLY AND ELECTRICALLY CONNECTED TO PROVIDE AN INDEPENDENT LOW IMPEDANCE RETURN PATH TO THE GROUNDING SOURCE. 4. THE GROUNDING LOOP CONDUCTOR SHALL BE #4/0 CONDUCTOR UON, AND RAN MINIMUM 18" FROM OUTSIDE THE BUILDING ENVELOPE AND 36" BELOW GRADE. 5. ALL GROUNDING CONNECTIONS WITHIN BUILDING SHALL BE ACCESSIBLE FOR PERIODIC FUTURE INSPECTIONS AND SHALL ALSO BE MADE USING SOLDERLESS CONNECTORS AS HEREIN SPECIFIED. LENGTH OF GROUNDING CONDUCTORS OR JUMPERS SHALL BE KEPT AT A MINIMUM. 6. BOLTED CONNECTIONS SHALL BE OF THE MULTIPLE BOLT-TYPE. BOLTS, WASHERS AND STOP NUTS SHALL BE OF THE HIGH COPPER ALLOY EVERDUR, DURIUM, DURONIZE OR SILICON BRONZE. FERROUS HARDWARE WILL NOT BE ACCEPTABLE. 7. EQUIPMENT GROUND A. EQUIPMENT GROUNDING SHALL CONSIST OF CONNECTING ALL NON-CURRENT CARRYING METAL PARTS OF THE WIRING SYSTEM TO A GROUND SOURCE. B. GROUND SOURCE SHALL BE THE TERMINAL OF THE GROUNDED CONDUCTOR IN THE SERVICE EQUIPMENT. C. CONDUIT GROUNDING BUSHINGS SHALL BE PROVIDED ON ALL INCOMING AND OUTGOING CONDUITS TO THE SERVICE EQUIPMENT. D. NON-CURRENT CARRYING METAL PARTS SHALL INCLUDE SUCH ITEMS AS METAL CONDUITS, RACEWAYS, OUTLET BOXES, CABINETS AND SIMILAR COMPONENT PARTS OF ALL ELECTRICAL AND NON- ELECTRICAL EQUIPMENT AND APPARATUS. 8. GROUND TESTS A. PERFORM GROUND TESTS, AS REQUIRED, IN ORDER TO ENSURE COMPLIANCE OF THE GROUNDING SYSTEM WITH THE REQUIREMENTS OF THE CURRENT NEC. 9. SERVICE GROUND SHALL CONSIST OF CONNECTING THE NEUTRAL CONDUCTOR TO THE SERVICE EQUIPMENT TO A MAIN GROUND BUS. 10. ALL CONNECTIONS TO EXSTING GROUND CONDUCTOR STUB-UPS FROM SLAB ON GRADE SHALL BE MADE USING SIMILAR CONDUCTOR SIZE/TYPE, AND BONDED AS SHOWN. 11. ALL ELECTRICAL CLOSET SHALL BE PROVIDED WITH GROUND BUS BARS TO BUILDING STEEL AND TO MAIN GROUND INFRASTRUCTURE. MECHANICAL EQUIPMENT WIRING SCHEDULE EQUIPMENT PANELBOARD HP KW KVA VOLT PROTECTIVE DEVICE FEEDER STARTER PD Ø RATING SETS COND +GND WIRE PER/SET WIRE SIZE ACCU-1 PP-S1 16.6 208 Ckt Brk 3 90 3 1 1-1/4" 4 8 ACCU-2 PP-S1 19.22 208 Ckt Brk 3 100 3 1 1-1/4" 4 8 ACCU-5A PP-S1 2.7 208 Ckt Brk 3 15 3 1 3/4" 12 12 ACCU-5B PP-S1 2.7 208 Ckt Brk 3 15 3 1 3/4" 12 12 ACCU-6A PP-S1 2.7 208 Ckt Brk 3 15 3 1 3/4" 12 12 ACCU-6B PP-S1 2.7 208 Ckt Brk 3 15 3 1 3/4" 12 12 ACCU-7A PP-S1 2.7 208 Ckt Brk 3 15 3 1 3/4" 12 12 ACCU-7B PP-S1 2.7 208 Ckt Brk 3 15 3 1 3/4" 12 12 ACCU-8A PP-S1 2.7 208 Ckt Brk 3 15 3 1 3/4" 12 12 ACCU-8B PP-S1 2.7 208 Ckt Brk 3 15 3 1 3/4" 12 12 DOAS-1 PP-S1 208 Ckt Brk 0 0 0 0 0 0 0 ACCU-3-1 PP-N1 14.76 208 Ckt Brk 3 80 3 1 1-1/4" 6 8 ACCU-3-2 PP-N1 8.28 208 Ckt Brk 3 45 3 1 3/4" 10 10 ACCU-3-3 PP-N1 8.28 208 Ckt Brk 3 45 3 1 3/4" 10 10 ACCU-4 PP-N1 20.77 208 Ckt Brk 3 125 3 1 1-1/2" 2 6 DOAS-2 PP-N1 208 Ckt Brk 0 0 0 0 0 0 0 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs E-002 Checker Author VITEMA EOC Wind Retrofit & Safe Room ELECTRICAL NOTES & SCHEDULES 2018_0801 No. Description Date 08/18/2022 03/04/2022 UTILITY METER UTILITY SWITCH GEAR UNDERGROUND DUCT BANK TO XFMR PAD BY UTILITY PROPOSED LOCATION OF UTILITY SWITCH AND METER AT PROPERTY LINE UNDERGROUND FEEDERS TO ELECTRIC CLOSET RISERS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ES-101 Checker Author VITEMA EOC Wind Retrofit & Safe Room ELECTRICAL SITE 2018_0801 Scale: 1/16" = 1'-0" 1 ELECTRICAL OVERALL SITE PLAN No. Description Date 08/18/2022 03/04/2022 EDP-SB-N1A EDP-SB-N1B EM-MDP CENTRAL EM BATTERY BATT UPS MBP PDU ATS-SB-N1B ATS-SB-N1A MSBD MSS MLO LV AVR GEN 1 10,000 GALLON FUEL OIL STORAGE TANK 1 10,000 GALLON FUEL OIL STORAGE TANK 2 INTAKE AIR HURRICANE LOUVERS EXHAUST AIR HURRICANE LOUVERS AP-UY LP-UY MAIN GND BAR FP-D/S LS SECT GEN 1 MAIN CB GEN 2 MAIN CB UTILITY PAD MOUNT XFMR REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ES-102 Checker Author VITEMA EOC Wind Retrofit & Safe Room UTILITY BUILDING PLAN 2018_0801 Scale: 1/4" = 1'-0" 1 ENLARGED UTILITY BUILDING PLOT PLAN No. Description Date 08/18/2022 03/04/2022 E-501 1 E-501 2 LIGHTNING PROTECTION SYSTEM CONDUCTOR REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ES-103 Checker Author VITEMA EOC Wind Retrofit & Safe Room LIGHTNING PROTECTION PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 LIGHTNING PROTECTION PLAN LIGHTNING PROTECTION SYSTEM INSTALLATION NOTES: 1. INSTALLATION SHALL CONFORM TO THESE DRAWINGS. ALL ALTERATIONS SHALL BE APPROVED BY THE DESIGNER BEFORE ALTERATIONS. 2. FIELD VERY PROTECTION REQUIREMENTS AND COMMUNICATE ANY DISCREPANCIES AND/OR DEFICIENCIES WITH THE SYSTEM DESIGNER PRIOR TO INSTALLATION. 3. ACTUAL JOB SITE CONDITIONS MAY NECESSITATE SLIGHT ALTERATIONS OF AIR TERMINAL, MAST AND GROUND LOCATIONS. ANY ALTERATIONS SHALL BE APPROVED BY THE SYSTEM DESIGNER PRIOR TO THEIR EXECUTION. 4. NO BEND OF CONDUCTOR SHALL FORM A FINAL INCLUDED ANGLE OF LESS THAN 90 DEGREES AND ALL BENDS SHALL HAVE A MINIMUM RADIUS OF 8 INCHES. 5. ALL LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED AT A MINIMUM OF EVERY 36 INCHES ON CENTER. 6. CONNECTIONS TO GROUND RODS OR GROUND LOOP SHALL BE MADE AT A POINT NO LESS THAN 24" AWAY FROM THE FOUNDATION OR FOOTING AND NOT LESS THAN 12" BELOW GRADE. 7. THE COMPLETE LIGHTNING PROTECTION GROUND SYSTEM SHALL HAVE NO MORE THAT 10 ohms OF RESISTANCE AS MEASURES BY THE IEEE FALL OF POTENTIAL METHOD. 8. ALL METAL BODIES OF CONDUCTANCE OR INDUCTANCE WITHIN 15' 0" OF A LIGHTNING PROTECTION CONDUCTOR SHALL BE BONDED TO THE LIGHTNING PROTECTION SYSTEM. 9. ALL INCOMING ELECTRICAL, TELEPHONE, DATA, RADIO, AND TELEVISION SERVICES SHALL BE EQUIPPED WITH SURGE SUPPRESSION DEVICES. UNLESS SPECIFIED OTHERWISE THE REQUIRED SURGE SUPPRESSION DEVICES SHALL BE FURNISHED AND INSTALLED BY THE RESPECTIVE SYSTEM VENDOR, NOT NLP. 10. ALL POTENTIAL GROUND SOURCES THAT ENTER A STRUCTURE FROM BELOW GRADE (EARTH) MUST BE INTERCONNECTED TO THE LIGHTNING PROTECTION SYSTEM. 11. ALL REQUIRED 1" SCH 40 PVC CONDUIT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR AT LOCATIONS DESIGNATED BY NLP. CONDUIT SHALL MAINTAIN A CONTINUOUS AND DIRECT ROUTE TO GROUND WITH NO MORE THAN 360 DEGREES OF CUMULATIVE BEND IN ANY SINGLE RUN. 12. ALL REQUIRED SEALING AND/OR FLASHING OF ROOF PENETRATION SHALL BE FURNISHED AND INSTALLED BY THE ROOFING CONTRACTOR. 13. ANY ROOF PADS, PAVERS, SLIP SHEETS, BATTEN STRIPS, OR SPECIAL REQUIREMENTS OF THE ROOF SYSTEM MANUFACTURER FOR ROOF MOUNTED LIGHTNING PROTECTION EQUIPMENT SHALL BE FURNISHED. 14. ALL GROUNDING MATERIAL INSTALLATION SHALL BE COORDINATED WITH OTHER BELOW GRADE WORK S AVOID INTERFERENCE. 15. THE LIGHTNING PROTECTION MAST AND MAST BASE INSTALLATION SHALL BE COORDINATED WITH THE PROJECT STRUCTURAL ENGINEER. 16. IT IS THE RESPONSIBILITY OF THE LIGHTNING PROTECTION CONTRACTOR TO REVIEW THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS TO ENSURE ALL NECESSARY MATERIALS ARE INCLUDED IN THEIR SCOPE OF WORK TO PROVIDE A COMPLETE ESTIMATE. 17. PART NUMBERS SHOWN ARE THOSE OF: National Lightning Protection Corp. 13550 Smith Road, Suite 150 Aurora, Colorado 80011 (303) 295-1695 office estimates@nlpcorp.com www.theprotectionsource.com No. Description Date 08/18/2022 03/04/2022 ATS ATS ATS TELECOM 112 ELECT. 121 ELECT. 111 EAP-IT-S1 PP-S1 RP-S1 AP-S1 10,000 GALLON FUEL OIL STORAGE TANK 1 10,000 GALLON FUEL OIL STORAGE TANK 2 MSBD MSS MLO 2" W 4" FD IN BASEMENT CONNECTION TO LPS LOOP UP TO IT/TELECOM GND BUS CONDUCTORS UP FROM BASEMENT TO FIRST FLOOR MAIN WATER GND BUS N G SWITCH UTILITY XFMR MSBD FD ATS (TYP) EDP (TYP) N N GEN (TYP) N EM-MDP G G G TELECOM 217 TELECOM 112 UTILITY LOOP SW MAIN GROUND BAR G G BONDING JUMPER G LPS LOOP G IT 316 G IT 423 #1 1/0 RISER N REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ES-104 Checker Author VITEMA EOC Wind Retrofit & Safe Room GROUNDING PLAN 2018_0801 No. Description Date Scale: 1/8" = 1'-0" 1 GROUNDING PLAN Scale: N.T.S. 2 GROUNDING SINGLE LINE 08/18/2022 03/04/2022 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs E-101 Checker Author VITEMA EOC Wind Retrofit & Safe Room BASEMENT POWER PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 BASEMENT POWER PLAN No. Description Date 08/18/2022 03/04/2022 ATS ATS ATS EMERG. OPERATIONS CENTER 109 JAN. 103 LOGISTICS 107 SUPERVSR. 108 STAIR 1 101 MEDIA / COMM. ROOM 110 TELECOM 112 LOGISTICS 113 FUNCT. DISABILITY 120 JOINT UTILIZATION 119 JOINT UTILIZATION 118 JOINT INFO./ PRESS - OPERATIONS - J/U 116 STORAGE 122 ELECT. 121 TLT./SHWR. 106 PRINT AND STORAGE 104 OEC CORE 117 STAIR 2 127 TLT. 125 ELEV. 115 CONNECTOR CORRIDOR 100 TLT. 124 TLT./SHWR 105 ELECT. 111 MECH. 102 MECH. 123 CORRIDOR 114 OPEN OEC STAIR 130 SECURE ACCESS 128 Room 339 EXIT VEST. 129 BREAK 126 AP-N1 PP-N1 RP-N1 EAP-IT-S1 PP-S1 RP-S1 AP-S1 10,000 GALLON FUEL OIL STORAGE TANK 1 10,000 GALLON FUEL OIL STORAGE TANK 2 EDP-SB-N1A EDP-SB-N1B CENTRAL EM BATTERY BATT UPS MBP PDU ATS-SB-N1B ATS-SB-N1A MSBD MSS MLO LV AVR ES-102 1 REMOTE GEN ANNUN FACP AP-UY LP-UY LS SECT GEN 1 MAIN CB GEN 2 MAIN CB EM-MDP MAIN GND BAR FP-D/S UTILITY PAD MOUNT XFMR UNDERGROUND FEEDERS TO ELECTRIC CLOSET RISERS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs E-111 Checker Author VITEMA EOC Wind Retrofit & Safe Room FIRST FLOOR POWER PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 FIRST FLOOR POWER PLAN No. Description Date 08/18/2022 03/04/2022 DN DN JOINT UTILIZATION 222 COMMUNICATIONS - J/U 221 JOINT UTILIZATION 223 JOINT UTILIZATION 224 JAN. 203 SECURITY OFFICE 214 SECURE ACCESS 213 TSUNAMI ALERT 211 STAIR 1 201 TLT. 205 SQUAD LEADER 209 BREAKROOM 207 OEC CORE 219 CONNECTOR CORRIDOR 207 STAIR 2 230 SUPERVISOR 210 TLT. 228 TLT. 227 FLEX 218 TELECOMM. 217 ELECT. 215 TLT. 206 RETREAT 208 MECH. 202 CIRC./WORK 204 ELECT. 225 STOR. 229 ELEV. 220 PATIO 12 MECH. YARD 13 ENTRY PATIO 14 CALL CENTER 212 HALL 216 MECH. 226 EAP-IT-S2 AP-S2 RP-S2 AP-N2 RP-N2 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs E-121 Checker Author VITEMA EOC Wind Retrofit & Safe Room SECOND FLOOR POWER PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 SECOND FLOOR POWER PLAN No. Description Date 08/18/2022 03/04/2022 LOCKER / FLEXROOM 310 KITCHEN 313 LAUNDRY 306 M. BUNK ROOM 305 TOILET/ SHWR RM 307 TOILET/ SHWR RM 309 W. BUNK ROOM 311 DINING ROOM 314 CORRIDOR 304 STORAGE 308 JAN. 303 CORRIDOR 300 STAIR 2 332 STAIR 1 301 CORRIDOR 232 TOILET 312 TLT. 331 TLT. 330 ELECT. 317 MECH. 302 IT 316 MECH. 329 STOR. 315 STOR. 333 PLANNING ASST. 320 PLANNER 322 FLEX 324 FUSION CENTER 323 BREAK ROOM 325 ELEV. LOBBY 318 ELECT. 328 P.INFO/OUTREACH/TSUNAMI 326 STORAGE 321 CORRIDOR 327 ELEV. 319 AP-N3 RP-N3 AP-S3 RP-S3 EAP-IT-S3 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs E-131 Checker Author VITEMA EOC Wind Retrofit & Safe Room THIRD FLOOR POWER PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 THIRD FLOOR POWER PLAN No. Description Date 08/18/2022 03/04/2022 JAN. 403 IT 423 FEMA CARIBBEAN OFFICE 418 FEMA CARIBBEAN OFFICE 416 HAZARD MITIGATION 414 DD OPERATIONS 412 DD LOGISTICS 410 PUBLIC ASSISTANCE 419 GRANTS 417 FINANCE 415 DD PLAN & PREP 413 DD HUMAN RESOURCES 411 FLEX OFFICE 409 STORAGE 407 BREAK ROOM 408 ELEV. 224 CORRIDOR 404 STAIR 2 441 STAIR 1 401 CORRIDOR 400 TLT. 405 TLT. 406 FLEX 420 TLT. 440 TLT. 439 MECH. 402 MECH. 438 ELECT. 424 FLEX SUPPORT 421 STOR. 422 COMMUNICATIONS 436 CONFERENCE ROOM 435 TOILET 432 DIRECTOR EXECUTIVE ASSISTANT 429 COPY/ SUPPLY 427 FLEX SPACE 428 ASST. DIRECTOR 430 CORRIDOR 434 ELEV. LOBBY 425 DIRECTOR 431 TLT. 312 ELECT. 437 STORAGE 442 STAIR 1 230 STORAGE 433 AP-S4 RP-S4 AP-N4 RP-N4 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs E-141 Checker Author VITEMA EOC Wind Retrofit & Safe Room FOURTH FLOOR POWER PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 FOURTH FLOOR POWER PLAN No. Description Date 08/18/2022 03/04/2022 BATT MBP INCOMING 208/120V, 3PH, 4W SERVICE FIRE PUMP 50HP UTILITY PAD MOUNTED SWITCHGEAR UTILITY METER CAB UTILITY PAD MOUNTED XFMR M TBD M V A E N L M PANEL AP-S1 P110D PANEL AP-S2 P110D PANEL AP-S3 P110D PANEL AP-S4 P110D 2xP380D M 2xP310D M PANEL PP-N1 P420D PANEL PP-S1 P420D 2xP380D 2xP380D G G P70D PANEL AP-UY PANEL LP-UY P110D P110D (24) ELP-N1 20A, 1P P110D PANEL AP-N1 P110D PANEL AP-N2 P110D PANEL AP-N3 P110D PANEL AP-N4 P110D M P200B PANEL EAP-IT-S1 PANEL EAP-IT-S2 P110D P110D PANEL EAP-IT-S3 P110D 4X 2xP380D 2xP380D P255D 800A 800A 800A FP ATS/ CONTROLLER BY FIRE PROTECTION FIRE PUMP TAP SECTION 1600A SPD SPARE 800A 800A 800A 100A 100A 100A 100A ATS-SB-N1A 800A/3P LOCATION TBD 800A, 208/120V, 3PH, 4W LOCATION TBD EDP-SB-N1A SPD 800A, 208/120V, 3PH, 4W LOCATION TBD EDP-SB-N1B SPD 400A 400A 250A SPACE 800A G2 450KW, 563KVA, 120/208V, 3PH, 4W EO 2000A G1 450KW, 563KVA, 120/208V, 3PH, 4W 2000A, 208/120V, 3PH, 4W LOCATION TBD EM-MDP 60A 100A 100A 30KVA UPS-IT 100A 100A 100A 100A 200A 200A ELEV MACH RM PASS ELEV 50HP 100A (2) 10KVA CENTRAL EMERGENCY BATTERY 100A (2) ATS-SB-N1B 800A/3P LOCATION TBD 100A 100A 100A (2) 100A 100A PROPERTY LINE LVAVR 500KVA 208/120V 3PH, 4W 1 2 3 EO 2000A 850A REMOTE GEN ANNUN 4 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs E-301 Checker Author VITEMA EOC Wind Retrofit & Safe Room POWER RISER DIAGRAM 2018_0801 Scale: N.T.S. 1 ELECTRICAL RISER DIAGRAM REFERENCE NOTES: 1. ALL WORK FROM INCOMING SERVICE TO TRANSFORMER SECONDARY CONDUIT SYSTEM TO BE RESPONSIBILITY OF UTILITY 2. EXTEND EMPTY SECONDARY CONDUIT SYSTEM TO LV AUTOMATIC VOLTAGE REGULATOR 3. UPS SHALL INCLUDE MAINTENANCE BYPASS AND BACKUP BATTERY 4. FIRE PUMP ATS/CONTROLLER BY FIRE PROTECTION No. Description Date 08/18/2022 03/04/2022 PREVECTRON3 CONNECT EARLY STREAMER EMISSION (ESE) AIR TERMINAL SOLAR COLLECTOR UNIT NLP CAT. #HSP-TA2 ALUMINUM CONNECTOR CAP FOR 2" PIPE NLP CAT. #37A ALUMINUM LIGHTNING PROTECTION CONDUCTOR ROUTED DOWN INTERIOR OF POLE TO EXIT AT BASE OF POLE ONTO ROOF 34' GALVANIZED STEEL ANCHOR BASE POLE HANDHOLE AT BASE OF POLE (2) NLP CAT. #37A ALUMINUM LIGHTNING PROTECTION CONDUCTORS OUT TO DOWNLEAD LOCATIONS (SEE DETAIL B) CONCRETE ROOF DECK SIZE AND TYPE OF ROOF ANCHOR ATTACHMENT TO BE DETERMINED BY PROJECT STRUCTURAL ENGINEER NLP CAT. #1007AE ALUMINUM PARALLEL CABLE SPLICER 24" NLP CAT. #1150BE BIMETALLIC CABLE CONNECTOR CAP FOR 1" CONDUIT NLP CAT. #37A ALUMINUM LIGHTNING PROTECTION CONDUCTOR SEE LIGHTNING PROTECTION SYSTEM INSTALLATION NOTE 12 1" SCH 40 PVC CONDUIT RUN CONTINUOUSLY WITHIN WALL SPACE (SEE LIGHTNING PROTECTION SYSTEM INSTALLATION NOTE 11) NLP CAT. #29 COPPER LIGHTNING PROTECTION CONDUCTOR TO GROUND 24" MIN 18" MIN. 15' 0" MIN 15' 0" MIN FOOTING NLP CAT. #TR-1 CONCRETE GROUND INSPECTION WELL. TOP OF WELL FLUSH WITH GRADE FINISHED GRADE FOUNDATION NLP #29 COPPER DOWN CONDUCTOR FROM ROOF NLP CAT. #29 CONDUCTOR TO CONNECTION WITH BUILDING SERVICES EXOTHERMIC CONNECTION (TYPICAL OF 4) NLP #1025 3/4" X 10' COPPER-CLAD GROUND ROF (TYPICAL OF 3) LOCATED NOT LESS THAN 15'-0" APART INCOMING DOMESTIC WATER LINE NLP CAT. #1040 CAST BRONZE PIPE BONDING STRAP NLP CAT. #29 COPPER LIGHTNING PROTECTION CONDUCTOR TO GROUND 1" SCH 40 PVC CONDUIT (SEE LIGHTNING PROTECTION SYSTEM INSTALLATION NOTE 11) MAIN GROUND BAR (BY OTHERS) NLP CAT. #29 COPPER LIGHTNING PROTECTION CONDUCTOR TO GROUND 1" SCH 40 PVC CONDUIT (SEE LIGHTNING PROTECTION SYSTEM INSTALLATION NOTE 11) REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs E-501 Checker Author VITEMA EOC Wind Retrofit & Safe Room DETAILS 2018_0801 Scale: N.T.S. 1 LIGHTNING PROTECTION POLE Scale: N.T.S. 2 LPS DOWNLEAD ROOF TO GROUND Scale: N.T.S. 3 LPS GROUND ARRAY DETAIL Scale: N.T.S. 4 LPS POTENTIAL EQUALIZATION No. Description Date 08/18/2022 03/04/2022 TELECOM/AV SYSTEMS SYMBOL LEGEND SYMBOL DESCRIPTION SPECIFICATION SECTION BACK BOX MOUNTING HEIGHT NOTES PROGRAM SPEAKER, CEILING MOUNT. CABLE REQUIREMENTS 27 41 40 S WIRELESS MIC ANTENNA. WL 27 41 40 9 8 7 3 2 1 27 41 10 ACP AUDIO/VISUAL CONTROL PANEL. WALL AUDIO/VISUAL INTERFACE PANEL. 27 41 30 4 5 6 EQUIPMENT CABINET. 27 41 05 10 11 12 REFER TO SYSTEM BLOCK DIAGRAM N/A REFER TO CONDUIT BLOCK DIAGRAMS 1 GANG 3 1/2" DEEP BOX REFER TO DETAIL PER MANUFACTURER REQUIREMENTS BASED ON SPEAKER USED CEILING MOUNTED 18" AFF, UON 96" AFF, UON REFER TO DETAIL AV1 WALL MOUNTED TELECOMMUNICATIONS OUTLET. WALL MOUNTED VOICE TELECOMMUNICATIONS OUTLET. CATV OUTLET. FLOOR MOUNTED TELECOMMUNICATIONS OUTLET. 27 15 00 27 15 00 27 15 00 27 11 20 WAP TELECOMMUNICATIONS OUTLET. 27 15 00 (1) CATEGORY 6 UTP PLENUM RATED CABLE, UON (3) CATEGORY 6 UTP PLENUM RATED CABLE, UON (3) CATEGORY 6 UTP PLENUM RATED CABLE, UON (1) CATEGORY 6 UTP PLENUM RATED CABLE, UON (1) RG-6U PLENUM RATED CABLE 1" CONDUIT 1" CONDUIT 1" CONDUIT 1" CONDUIT 3/4" CONDUIT TWO GANG 3 1/2" DEEP BOX WITH ONE GANG TRIM RING TWO GANG 3 1/2" DEEP BOX WITH ONE GANG TRIM RING FLOOR BOX/POKE THRU TWO GANG 3 1/2" DEEP BOX 48" AFF, UON 18" AFF, UON FLUSH IN FLOOR REFER TO PLANS REFER TO DETAIL CONDUIT SIZE REFER TO CONDUIT BLOCK DIAGRAMS REFER TO CONDUIT BLOCK DIAGRAMS REFER TO CONDUIT BLOCK DIAGRAMS REFER TO CONDUIT BLOCK DIAGRAMS REFER TO CONDUIT BLOCK DIAGRAMS REFER TO CONDUIT BLOCK DIAGRAMS REFER TO SYSTEM BLOCK DIAGRAM REFER TO SYSTEM BLOCK DIAGRAM REFER TO SYSTEM BLOCK DIAGRAM 48" AFF, UON TWO GANG 3 1/2" DEEP BOX WITH ONE GANG TRIM RING WALL MOUNT DISPLAY. 27 41 30 REFER TO CONDUIT BLOCK DIAGRAMS REFER TO SYSTEM BLOCK DIAGRAM REFER TO DETAIL REFER TO DETAIL 13 14 15 16 CEILING MOUNTED TELECOMMUNICATIONS OUTLET. 27 15 00 (1) CATEGORY 6 UTP PLENUM RATED CABLE, UON 1" CONDUIT TWO GANG 3 1/2" DEEP BOX WITH ONE GANG TRIM RING 17 18 19 FLUSH IN CEILING MONITORED DOOR. B CONTROLLED AND MONITORED DOOR. A CCTV CAMERA. CR CARD READER. D TV 20 INTERCOM MASTER STATION. INTERCOM SUBSTATION. 21 AV CAMERA. 27 41 30 AVP AVF FLOOR POKE THRU AUDIO/VISUAL INTERFACE PANEL. FLOOR BOX AUDIO/VISUAL INTERFACE PANEL. 27 41 30 27 41 30 REFER TO CONDUIT BLOCK DIAGRAMS REFER TO CONDUIT BLOCK DIAGRAMS REFER TO SYSTEM BLOCK DIAGRAM REFER TO CONDUIT BLOCK DIAGRAMS REFER TO CONDUIT BLOCK DIAGRAMS REFER TO SYSTEM BLOCK DIAGRAM WAP PROGRAM SPEAKER, CEILING MOUNT. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, SPEAKER ASSEMBLY, MOUNTING HARDWARE, AND CABLE AS CALLED FOR IN THE CONTRACT DOCUMENTS. CONDUIT IS REQUIRED FOR ANY SPEAKERS INSTALLED IN FIXED CEILING AREAS. WALL AUDIO/VISUAL INTERFACE PANEL. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, PANEL, AND CONNECTIVITY AS CALLED FOR IN THE CONTRACT DOCUMENTS. COORDINATE WITH DATA/CATV AND 120VAC POWER. REFER TO PLANS FOR TYPE, QUANTITY, AND LOCATION OF AUDIO/VISUAL INTERFACE PANELS. FLOOR POKE THRU AUDIO/VISUAL INTERFACE PANEL.FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, PANEL, AND CONNECTIVITY AS CALLED FOR IN THE CONTRACT DOCUMENTS. COORDINATE WITH DATA/CATV AND 120VAC POWER. REFER TO PLANS FOR TYPE, QUANTITY, AND LOCATION OF AUDIO/VISUAL INTERFACE PANELS. FLOOR BOX AUDIO/VISUAL INTERFACE PANEL.FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, PANEL, AND CONNECTIVITY AS CALLED FOR IN THE CONTRACT DOCUMENTS. COORDINATE WITH DATA/CATV AND 120VAC POWER. REFER TO PLANS FOR TYPE, QUANTITY, AND LOCATION OF AUDIO/VISUAL INTERFACE PANELS. AUDIO/VISUAL CONTROL PANEL. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, AND CONTROL PANEL AS CALLED FOR IN THE CONTRACT DOCUMENTS. WIRELESS MIC ANTENNA. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, AND ANTENNA ASSEMBLY AS CALLED FOR IN THE CONTRACT DOCUMENTS. EQUIPMENT CABINET. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, BACKING, AND EQUIPMENT CABINET AS CALLED FOR IN THE CONTRACT DOCUMENTS. COORDINATE CABINET INSTALLATION WITH 120VAC POWER AND DATA/CATV OUTLET. WALL MOUNT DISPLAY. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, BACKING, DISPLAY, AND MOUNTING HARDWARE AS CALLED FOR IN THE CONTRACT DOCUMENTS. AV CAMERA. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, CAMERA, AND MOUNTING HARDWARE AS CALLED FOR IN THE CONTRACT DOCUMENTS. WALL MOUNTED VOICE TELECOMMUNICATIONS OUTLET. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, AND VOICE OUTLET AS CALLED FOR IN THE CONTRACT DOCUMENTS. VOICE CABLING ROUTES TO AND TERMINATES IN SERVER 138. WALL MOUNTED TELECOMMUNICATIONS OUTLET. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, AND VOICE DATA OUTLET AS CALLED FOR IN THE CONTRACT DOCUMENTS. SUBSCRIPT ADJACENT SYMBOL INDICATES QUANTITY OF CATEGORY 6 DROPS IF DIFFERENT FROM THAT SHOWN IN LEGEND. AC DENOTES ABOVE COUNTER MOUNTING HEIGHT. WHEN SHOWN ADJACENT CATV, VOICE/DATA AND CATV TERMINATIONS MADE ON SHARED FACEPLATE. WHEN APPLICABLE, COORDINATE MOUNTING TO AVI PANEL. VOICE CABLING ROUTES TO AND TERMINATES IN SERVER 138. DATA CABLING ROUTES TO AND TERMINATES IN DATA CLOSET ON THAT FLOOR. FLOOR MOUNTED TELECOMMUNICATIONS OUTLET. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, AND VOICE DATA OUTLET AS CALLED FOR IN THE CONTRACT DOCUMENTS. SUBSCRIPT ADJACENT SYMBOL INDICATES QUANTITY OF CATEGORY 6 DROPS IF DIFFERENT FROM THAT SHOWN IN LEGEND. WHEN SHOWN ADJACENT CATV, VOICE/DATA AND CATV TERMINATIONS MADE ON SHARED FACEPLATE. VOICE CABLING ROUTES TO AND TERMINATES IN SERVER 138. DATA CABLING ROUTES TO AND TERMINATES IN DATA CLOSET ON THAT FLOOR. CEILING MOUNTED TELECOMMUNICATIONS OUTLET. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, AND VOICE DATA OUTLET AS CALLED FOR IN THE CONTRACT DOCUMENTS. DATA CABLING ROUTES TO AND TERMINATES IN DATA CLOSET ON THAT FLOOR. CATV OUTLET. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, AND CATV OUTLET AS CALLED FOR IN THE CONTRACT DOCUMENTS. WHEN SHOWN ADJACENT TELECOM OUTLET, CATV AND VOICE/DATA TERMINATIONS MADE ON SHARED FACEPLATE. WAP TELECOMMUNICATIONS OUTLET. FURNISH AND INSTALL CONDUIT, BACK BOX, AND TELECOMMUNICATIONS OUTLET AS CALLED FOR IN THE CONTRACT DOCUMENTS. SUBSCRIPT ADJACENT SYMBOL INDICATES QUANTITY OF CATEGORY 6 DROPS IF DIFFERENT FROM THAT SHOWN IN LEGEND. CONTROLLED AND MONITORED DOOR. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, ELECTROMECHANICAL LOCKING DEVICE, AND MONITORING SWITCHES AS CALLED FOR IN THE CONTRACT DOCUMENTS. MONITORED DOOR. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, ELECTROMECHANICAL LOCKING DEVICE, AND MONITORING SWITCHES AS CALLED FOR IN THE CONTRACT DOCUMENTS. CCTV CAMERA. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, CAMERA, AND MOUNTING HARDAWRE AS CALLED FOR IN THE CONTRACT DOCUMENTS. CARD READER. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, AND CARD READER AS CALLED FOR IN THE CONTRACT DOCUMENTS. INTERCOM SUBSTATION. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, AND INTERCOM SUBSTATION AS CALLED FOR IN THE CONTRACT DOCUMENTS. INTERCOM MASTER STATION. FURNISH AND INSTALL CONDUIT, BACK BOX, PULL STRING, CABLE, AND INTERCOM MASTER STATION AS CALLED FOR IN THE CONTRACT DOCUMENTS. 1 2 3 4 5 6 7 8 9 TELECOM/AV LEGEND NOTES: 10 11 12 13 14 15 16 17 18 19 20 21 GENERAL NOTES: 1" 4 1-1/4" 7 1-1/2" 9 1. INDICATED MOUNTING HEIGHTS ARE FOR DESIGN PURPOSES ONLY. COORDINATE FINAL MOUNTING HEIGHT OF ALL EQUIPMENT WITH SURROUNDING EQUIPMENT AND SURROUNDING CONDITIONS. MOUNTING HEIGHTS INDICATED ARE TO CENTER OF BOX. 2. CABLE WILL BE CMP. 3. CATEGORY 6 CABLING USED FOR IN-SLAB FLOOR BOXES SHALL BE INDOOR/OUTDOOR RATED CABLING. 4. PROTECT FROM WEATHER, THEFT, DIRT, FUMES, WATER, CONSTRUCTION DEBRIS, ETC., AT ALL TIMES. DAMAGED EQUIPMENT WILL BE RESTORED TO LIKE NEW CONDITION OR REPLACED BY THE CONTRACTOR. 5. CLEAN ALL EQUIPMENT TO PRESENT A "NEW" CONDITION AT PROJECT COMPLETION. VACUUM CLEAN INTERNAL AREAS OF EQUIPMENT RACKS AND ENCLOSURES. 6. CONTRACTOR IS REQUIRED TO ACCOMODATE INCIDENTAL MOVEMENT OF THE FIELD DEVICES AS DIRECTED BY THE ARCHITECT FROM THE LOCATION INDICATED UP TO 10 FEET PROVIDED THE DEVICE ROUGH IN HAS NOT COMMENCED. 7. NO CONDUIT LARGER THAN 2" SHALL BE USED FOR THE HORIZONTAL STRUCTURED CABLE. 8. ALL TELECOMMUNICATIONS CONDUIT SHALL HAVE LONG RADIUS BENDS. 9. ALL ASPECTS OF THE STRUCTURED CABLE SYSTEM ARE TO BE INCLUDED IN THE CONTRACT. 10. CONDUIT FITTINGS IN DRY LOCATIONS MAY BE SCREW TYPE WITH INSULATED PLASTIC BUSHINGS. BENDS WILL BE AT LEAST TEN (10) TIMES THE INTERNAL DIAMETER OF THE CONDUIT SIZE. 11. ALL COMMUNICATIONS CABLE SHALL BE A CONTINUOUS RUN FROM THE COMMUNICATIONS WIRING CLOSET TO THE OUTLET FREE OF ANY SPLICES OR TAPS. 12. CONDUIT OR CABLE TRAY SHALL BE USED TO SUPPORT TELECOMMUNICATIONS WIRE. 13. ALL WIRE RUNS SHOULD FOLLOW THE SHORTEST PATH POSSIBLE. IF ANY RUNS EXCEED 90 METERS, OR LENGTHS SPECIFIED IN THE REFERENCE AND REGULATIONS THE CONTRACTOR SHOULD NOTIFY THE ARCHITECT IMMEDIATELY. 14. PATCH PANELS SHALL BE MOUNTED ON 19-INCH RELAY RACKS. PROPER WIRE MANAGEMENT AND SUPPORTS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PROVIDED. 15. THE PATCH PANELS SHALL LABELED AS PER THE WIRE NUMBERING SCHEME. 16. CABLE TRAYS ARE TO BE MOUNTED TO SUPPORT WIRING ABOVE AND BETWEEN THE RACKS AND WALL FIELD. ALL WIRING SHOULD BE RUN THROUGH THE CABLE TRAY AND DROP DOWN AT THE POINT OF TERMINATION. 17. A/V CABLING ROUTED ABOVE THE CEILING SHALL BE SUPPORTED UTILIZING J-HOOKS MOUNTED 5'-0" ON CENTER. 18. CATEGORY 6 CABLE LENGTHS SHALL NOT EXCEED 295' IN LENGTH. 19. MINIMUM CONDUIT SIZE FOR A SINGLE A/V DEVICE IS 3/4". WHERE PRACTICAL, DEVICES MAY BE GROUPED TOGETHER AND CONDUIT SIZE INCREASED TO COMPLY WITH NEC CONDUIT FILL REQUIREMENTS. 20. COORDINATE THE WORK OF DIVISION 27 WITH OTHER TRADES TO AVOID CONFLICTS. 21. STORE EQUIPMENT IN A CLEAN, DRY PLACE UNTIL READY FOR INSTALLATION. PROTECT FROM WEATHER,THEFT, DIRT, FUMES, WATER, CONSTRUCTION DEBRIS, ETC., AT ALL TIMES. 22. DATA/CATV OUTLETS SHALL MATCH ELEVATION AND ORIENTATION OF ADJACENT POWER OUTLET. 23. REFER TO ALL RISER DIAGRAMS FOR ADDITIONAL CABLE REQUIREMENTS. FURNISH AND INSTALL ALL CABLE AS REQUIRED FOR A COMPLETE AND FUNCTIONING SYSTEM. ALL CABLE SHALL BE PLENUM RATED. 24. REFER TO ALL RISER DIAGRAMS FOR ADDITIONAL CONDUIT REQUIREMENTS. FURNISH AND INSTALL ALLCONDUITS AS REQUIRED FOR A COMPLETE AND FUNCTIONING SYSTEM. 25. ALL CABLE KNOCKOUTS AND CABLE PASS THROUGHS ARE TO BE EQUIPPED WITH GROMMETS FOR THE PROTECTION OF CABLE. TYPICAL OF METAL CABINETS, EQUIPMENT RACKS, PRESENTATION CONSOLES, AND COUNTER TOPS. 26. ALL CABLE SHALL BE CONTINUOUS FROM HEAD END ELECTRONICS TO FIELD DEVICE. 27. CONDUITS FOR TELECOMMUNICATIONS OUTLETS SHALL BE SIZED AS FOLLOWS: (MAXIMUM NUMBER OF UTP CABLES PER TRADE SIZE) 2" 16 ABBREVIATIONS ICT - INFORMATION COMMUNICATIONS TECHNOLOGIES NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION EIA - ELECTRONIC INDUSTRIES ALLIANCE TIA - TELECOMMUNICATIONS INDUSTRIES ASSOCIATION ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE EMT - ELECTRICAL METALLIC TUBING AWG - AMERICAN WIRE GUAGE UON - UNLESS OTHERWISE NOTED HH - HAND HOLE TMGB - TELECOMMUNICATIONS MAIN GROUNDING BUS BAR TGB - TELECOMMUNICATIONS GROUNDING BUS BAR OSP - OUTSIDE PLANT SM - SINGLE MODE MM - MULTI MODE AFF - ABOVE FINISHED FLOOR AFG - ABOVE FINISHED GRADE ACT - ACOUSTIC TILE CEILING CMP - COMMUNICATIONS MULTIPURPOSE CABLE PLENUM CMR - COMMUNICATIONS MULTIPURPOSE CABLE RISER UTP - UNSHIELDED TWISTED PAIR F/UTP - OVERAL FOIL SHIELD TWISTED PAIR CATV - COMMUNITY ANTENNA TELEVISION CCTV - CLOSED CIRCUIT TELEVISION TV TYPICAL CATV OUTLET. (1) RG-6U WITH "F" TERMINATION. ELEVATION NOTED ADJACENT SYMBOL. TYPICAL TELECOMMUNICATIONS OUTLET 18" AFF, (3) UTP DROPS. TELECOMMUNICATIONS OUTLET 18" AFF, ADJACENT SUBSCRIPT INDICATES TOTAL OF (4) UTP DROPS. 4 TELECOMMUNICATIONS OUTLET 60" AFF, (3) UTP DROPS. 60" AFF 60" AFF TELECOMMUNICATIONS/CATV OUTLET. SINGLE FACEPLATE WITH (3) UTP DROPS AND (1) RG6U WITH "F" TERMINATION. 60" AFF. TV 60" AFF TELECOMMUNICATIONS OUTLET ABOVE COUNTER ELEVATION TO MATCH ELECTRICAL OUTLET. (3) UTP DROPS. AC TV 60" AFF TELECOMMUNICATIONS/CATV OUTLET. SINGLE FACEPLATE WITH (2) UTP DROPS AND (1) RG6U WITH "F" TERMINATION. 60" AFF. 2 ICT SYMBOLOGY REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs T-001 Checker Author VITEMA EOC Wind Retrofit & Safe Room TECHNOLOGY LEGEND 2018_0801 No. Description Date 03/04/2022 08/18/2022 WAP WAP CISTERN - 28'x35' w/ 11' WATER COLUMN (80,000 GAL.) 005 PIPING TUNNEL 003 ELEV. 002 FIRE PUMP HWH/ DW PUMP 004 STORAGE 006 CORR. 001 STAIR 2 007 CISTERN - 28'x35' w/ 11' WATER COLUMN (80,000 GAL.) 005 PIPING TUNNEL 003 ELEV. 002 FIRE PUMP HWH/ DW PUMP 004 STORAGE 006 CORR. 001 STAIR 2 007 SYMBOL DESCRIPTION TECHNOLOGY SYMBOL LEGEND PROGRAM SPEAKER, CEILING MOUNT. S WIRELESS MIC ANTENNA. WL ACP AUDIO/VISUAL CONTROL PANEL. WALL AUDIO/VISUAL INTERFACE PANEL. EQUIPMENT CABINET. AV1 WALL MOUNTED TELECOMMUNICATIONS OUTLET. WALL MOUNTED VOICE TELECOMMUNICATIONS OUTLET. CATV OUTLET. FLOOR MOUNTED TELECOMMUNICATIONS OUTLET. WAP TELECOMMUNICATIONS OUTLET. WALL MOUNT DISPLAY. CEILING MOUNTED TELECOMMUNICATIONS OUTLET. MONITORED DOOR. B CONTROLLED AND MONITORED DOOR. A CCTV CAMERA. CR CARD READER. D TV INTERCOM MASTER STATION. INTERCOM SUBSTATION. AV CAMERA. AVP AVF FLOOR POKE THRU AUDIO/VISUAL INTERFACE PANEL. FLOOR BOX AUDIO/VISUAL INTERFACE PANEL. WAP REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs T-101 Checker Author VITEMA EOC Wind Retrofit & Safe Room BASEMENT TECHNOLOGY PLANS 2018_0801 Scale: 1/8" = 1'-0" 1 BASEMENT TECHNOLOGY FLOOR PLAN Scale: 1/8" = 1'-0" 2 BASEMENT TECHNOLOGY REFLECTED CEILING PLAN No. Description Date 03/04/2022 08/18/2022 CR CR CR CR TV TV TV TV TV TV TV TV D D D D D D D D AVP AVP AVP ACP ACP ACP ACP AVF AVF AVF AVF AVF AVF AVF AVF AVF AVF ACP AVF AVF AVF ACP ATS ATS ACP AVF WL WL EMERG. OPERATIONS CENTER 109 JAN. 103 LOGISTICS 107 SUPERVSR. 108 STAIR 1 101 MEDIA / COMM. ROOM 110 TELECOM 112 LOGISTICS 113 FUNCT. DISABILITY 120 JOINT UTILIZATION 119 JOINT UTILIZATION 118 JOINT INFO./ PRESS - OPERATIONS - J/U 116 STORAGE 122 ELECT. 121 TLT./SHWR. 106 PRINT AND STORAGE 104 OEC CORE 117 STAIR 2 127 TLT. 125 ELEV. 115 STAIR 1 200 CONNECTOR CORRIDOR 100 TLT. 124 TLT./SHWR 105 ELECT. 111 MECH. 102 MECH. 123 CORRIDOR 114 OPEN OEC STAIR 130 SECURE ACCESS 128 EXIT VEST. 129 STAIR 1 101 193 STAIR 1 200 OPEN OEC STAIR 1 BREAK 126 T-201 1 A A A A LARGE FORMAT VIDEO WALL LARGE FORMAT VIDEO WALL W W W W W W W SYMBOL DESCRIPTION TECHNOLOGY SYMBOL LEGEND PROGRAM SPEAKER, CEILING MOUNT. S WIRELESS MIC ANTENNA. WL ACP AUDIO/VISUAL CONTROL PANEL. WALL AUDIO/VISUAL INTERFACE PANEL. EQUIPMENT CABINET. AV1 WALL MOUNTED TELECOMMUNICATIONS OUTLET. WALL MOUNTED VOICE TELECOMMUNICATIONS OUTLET. CATV OUTLET. FLOOR MOUNTED TELECOMMUNICATIONS OUTLET. WAP TELECOMMUNICATIONS OUTLET. WALL MOUNT DISPLAY. CEILING MOUNTED TELECOMMUNICATIONS OUTLET. MONITORED DOOR. B CONTROLLED AND MONITORED DOOR. A CCTV CAMERA. CR CARD READER. D TV INTERCOM MASTER STATION. INTERCOM SUBSTATION. AV CAMERA. AVP AVF FLOOR POKE THRU AUDIO/VISUAL INTERFACE PANEL. FLOOR BOX AUDIO/VISUAL INTERFACE PANEL. WAP REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs T-111 Checker Author VITEMA EOC Wind Retrofit & Safe Room FIRST FLOOR TECHNOLOGY FLOOR PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 FIRST FLOOR TECHNOLOGY FLOOR PLAN No. Description Date 03/04/2022 08/18/2022 WAP WAP WAP WAP WAP WAP WAP WAP WAP S S S S S S S S S S S S S S S S S EMERG. OPERATIONS CENTER 109 JAN. 103 LOGISTICS 107 SUPERVSR. 108 STAIR 1 101 MEDIA / COMM. ROOM 110 TELECOM 112 LOGISTICS 113 FUNCT. DISABILITY 120 JOINT UTILIZATION 119 JOINT UTILIZATION 118 JOINT INFO./ PRESS - OPERATIONS - J/U 116 STORAGE 122 ELECT. 121 TLT./SHWR. 106 PRINT AND STORAGE 104 OEC CORE 117 STAIR 2 127 TLT. 125 ELEV. 115 STAIR 1 200 CONNECTOR CORRIDOR 100 TLT. 124 TLT./SHWR 105 ELECT. 111 MECH. 102 MECH. 123 CORRIDOR 114 OPEN OEC STAIR 130 SECURE ACCESS 128 EXIT VEST. 129 STAIR 1 101 STAIR 1 200 BREAK 126 12"X4" BASKET TYPE CABLE TRAY 12"X4" BASKET TYPE CABLE TRAY 12"X4" BASKET TYPE CABLE TRAY T-201 2 SYMBOL DESCRIPTION TECHNOLOGY SYMBOL LEGEND PROGRAM SPEAKER, CEILING MOUNT. S WIRELESS MIC ANTENNA. WL ACP AUDIO/VISUAL CONTROL PANEL. WALL AUDIO/VISUAL INTERFACE PANEL. EQUIPMENT CABINET. AV1 WALL MOUNTED TELECOMMUNICATIONS OUTLET. WALL MOUNTED VOICE TELECOMMUNICATIONS OUTLET. CATV OUTLET. FLOOR MOUNTED TELECOMMUNICATIONS OUTLET. WAP TELECOMMUNICATIONS OUTLET. WALL MOUNT DISPLAY. CEILING MOUNTED TELECOMMUNICATIONS OUTLET. MONITORED DOOR. B CONTROLLED AND MONITORED DOOR. A CCTV CAMERA. CR CARD READER. D TV INTERCOM MASTER STATION. INTERCOM SUBSTATION. AV CAMERA. AVP AVF FLOOR POKE THRU AUDIO/VISUAL INTERFACE PANEL. FLOOR BOX AUDIO/VISUAL INTERFACE PANEL. WAP REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs T-112 Checker Author VITEMA EOC Wind Retrofit & Safe Room FIRST FLOOR TECHNOLOGY REFLECTED CEILING PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 FIRST FLOOR TECHNOLOGY REFLECTED CEILING PLAN No. Description Date 03/04/2022 08/18/2022 DN DN CR CR CR CR CR CR CR TV TV TV TV TV TV D D D D D D ACP ACP ACP ACP AVP AVP AVP AVP D D D D TV TV TV TV ACP JOINT UTILIZATION 222 COMMUNICATIONS - J/U 221 JOINT UTILIZATION 223 JOINT UTILIZATION 224 JAN. 203 SECURITY OFFICE 214 SECURE ACCESS 213 TSUNAMI ALERT 211 STAIR 1 201 TLT. 205 SQUAD LEADER 209 BREAKROOM 207 OEC CORE 219 CONNECTOR CORRIDOR 207 STAIR 2 230 SUPERVISOR 210 TLT. 228 TLT. 227 FLEX 218 TELECOMM. 217 ELECT. 215 TLT. 206 RETREAT 208 MECH. 202 CIRC./WORK 204 ELECT. 225 STOR. 229 STAIR 1 201 CONNECTOR CORRIDOR 200 ELEV. 220 PATIO 12 MECH. YARD 13 ENTRY PATIO 14 CALL CENTER 212 HALL 216 MECH. 226 T-201 3 A A A A A A A SYMBOL DESCRIPTION TECHNOLOGY SYMBOL LEGEND PROGRAM SPEAKER, CEILING MOUNT. S WIRELESS MIC ANTENNA. WL ACP AUDIO/VISUAL CONTROL PANEL. WALL AUDIO/VISUAL INTERFACE PANEL. EQUIPMENT CABINET. AV1 WALL MOUNTED TELECOMMUNICATIONS OUTLET. WALL MOUNTED VOICE TELECOMMUNICATIONS OUTLET. CATV OUTLET. FLOOR MOUNTED TELECOMMUNICATIONS OUTLET. WAP TELECOMMUNICATIONS OUTLET. WALL MOUNT DISPLAY. CEILING MOUNTED TELECOMMUNICATIONS OUTLET. MONITORED DOOR. B CONTROLLED AND MONITORED DOOR. A CCTV CAMERA. CR CARD READER. D TV INTERCOM MASTER STATION. INTERCOM SUBSTATION. AV CAMERA. AVP AVF FLOOR POKE THRU AUDIO/VISUAL INTERFACE PANEL. FLOOR BOX AUDIO/VISUAL INTERFACE PANEL. WAP REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs T-121 Checker Author VITEMA EOC Wind Retrofit & Safe Room SECOND FLOOR TECHNOLOGY PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 SECOND FLOOR TECHNOLOGY FLOOR PLAN No. Description Date 03/04/2022 08/18/2022 WAP WAP WAP WAP WAP WAP WAP WAP WAP WAP JOINT UTILIZATION 222 COMMUNICATIONS - J/U 221 JOINT UTILIZATION 223 JOINT UTILIZATION 224 JAN. 203 SECURITY OFFICE 214 SECURE ACCESS 213 TSUNAMI ALERT 211 STAIR 1 201 TLT. 205 SQUAD LEADER 209 BREAKROOM 207 STORAGE 199 OEC CORE 219 CONNECTOR CORRIDOR 207 ELEV. 238 STAIR 2 230 SUPERVISOR 210 TLT. 228 TLT. 227 FLEX 218 TELECOMM. 217 ELECT. 215 TLT. 206 RETREAT 208 MECH. 202 CIRC./WORK 204 ELECT. 225 STOR. 229 STAIR 1 201 ELEV. 220 ENTRY PATIO 14 CALL CENTER 212 HALL 216 MECH. 226 12"X4" BASKET TYPE CABLE TRAY 12"X4" BASKET TYPE CABLE TRAY 12"X4" BASKET TYPE CABLE TRAY T-201 4 SYMBOL DESCRIPTION TECHNOLOGY SYMBOL LEGEND PROGRAM SPEAKER, CEILING MOUNT. S WIRELESS MIC ANTENNA. WL ACP AUDIO/VISUAL CONTROL PANEL. WALL AUDIO/VISUAL INTERFACE PANEL. EQUIPMENT CABINET. AV1 WALL MOUNTED TELECOMMUNICATIONS OUTLET. WALL MOUNTED VOICE TELECOMMUNICATIONS OUTLET. CATV OUTLET. FLOOR MOUNTED TELECOMMUNICATIONS OUTLET. WAP TELECOMMUNICATIONS OUTLET. WALL MOUNT DISPLAY. CEILING MOUNTED TELECOMMUNICATIONS OUTLET. MONITORED DOOR. B CONTROLLED AND MONITORED DOOR. A CCTV CAMERA. CR CARD READER. D TV INTERCOM MASTER STATION. INTERCOM SUBSTATION. AV CAMERA. AVP AVF FLOOR POKE THRU AUDIO/VISUAL INTERFACE PANEL. FLOOR BOX AUDIO/VISUAL INTERFACE PANEL. WAP REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs T-122 Checker Author VITEMA EOC Wind Retrofit & Safe Room SECOND FLOOR TECHNOLOGY REFLECTED CEILING PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 SECOND FLOOR TECHNOLOGY REFLECTED CEILING PLAN No. Description Date 03/04/2022 08/18/2022 CR TV TV TV D D D D ACP AVP TV LOCKER / FLEXROOM 310 KITCHEN 313 LAUNDRY 306 M. BUNK ROOM 305 TOILET/ SHWR RM 307 TOILET/ SHWR RM 309 W. BUNK ROOM 311 DINING ROOM 314 CORRIDOR 304 STORAGE 308 JAN. 303 CORRIDOR 300 STAIR 1 301 TOILET 312 TLT. 331 TLT. 330 ELECT. 317 MECH. 302 IT 316 MECH. 329 STOR. 315 STOR. 333 PLANNING ASST. 320 PLANNER 322 FLEX 324 FUSION CENTER 323 BREAK ROOM 325 ELEV. LOBBY 318 ELECT. 328 P.INFO/OUTREACH/TSUNAMI 326 STORAGE 321 CORRIDOR 327 ELEV. 319 STAIR 2 332 T-201 5 A W SYMBOL DESCRIPTION TECHNOLOGY SYMBOL LEGEND PROGRAM SPEAKER, CEILING MOUNT. S WIRELESS MIC ANTENNA. WL ACP AUDIO/VISUAL CONTROL PANEL. WALL AUDIO/VISUAL INTERFACE PANEL. EQUIPMENT CABINET. AV1 WALL MOUNTED TELECOMMUNICATIONS OUTLET. WALL MOUNTED VOICE TELECOMMUNICATIONS OUTLET. CATV OUTLET. FLOOR MOUNTED TELECOMMUNICATIONS OUTLET. WAP TELECOMMUNICATIONS OUTLET. WALL MOUNT DISPLAY. CEILING MOUNTED TELECOMMUNICATIONS OUTLET. MONITORED DOOR. B CONTROLLED AND MONITORED DOOR. A CCTV CAMERA. CR CARD READER. D TV INTERCOM MASTER STATION. INTERCOM SUBSTATION. AV CAMERA. AVP AVF FLOOR POKE THRU AUDIO/VISUAL INTERFACE PANEL. FLOOR BOX AUDIO/VISUAL INTERFACE PANEL. WAP REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs T-131 Checker Author VITEMA EOC Wind Retrofit & Safe Room THIRD FLOOR TECHNOLOGY FLOOR PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 THIRD FLOOR TECHNOLOGY FLOOR PLAN No. Description Date 03/04/2022 08/18/2022 Vent Hood WAP WAP WAP WAP WAP WAP WAP WAP LOCKER / FLEXROOM 310 KITCHEN 313 LAUNDRY 306 M. BUNK ROOM 305 TOILET/ SHWR RM 307 TOILET/ SHWR RM 309 W. BUNK ROOM 311 DINING ROOM 314 CORRIDOR 304 STORAGE 308 JAN. 303 CORRIDOR 300 STAIR 1 301 TOILET 312 TLT. 331 TLT. 330 ELECT. 317 MECH. 302 IT 316 MECH. 329 STOR. 315 STOR. 333 PLANNING ASST. 320 PLANNER 322 FLEX 324 FUSION CENTER 323 BREAK ROOM 325 ELEV. LOBBY 318 ELECT. 328 P.INFO/OUTREACH/TSUNAMI 326 STORAGE 321 CORRIDOR 327 ELEV. 319 STAIR 2 332 12"X4" BASKET TYPE CABLE TRAY 12"X4" BASKET TYPE CABLE TRAY 12"X4" BASKET TYPE CABLE TRAY T-201 6 SYMBOL DESCRIPTION TECHNOLOGY SYMBOL LEGEND PROGRAM SPEAKER, CEILING MOUNT. S WIRELESS MIC ANTENNA. WL ACP AUDIO/VISUAL CONTROL PANEL. WALL AUDIO/VISUAL INTERFACE PANEL. EQUIPMENT CABINET. AV1 WALL MOUNTED TELECOMMUNICATIONS OUTLET. WALL MOUNTED VOICE TELECOMMUNICATIONS OUTLET. CATV OUTLET. FLOOR MOUNTED TELECOMMUNICATIONS OUTLET. WAP TELECOMMUNICATIONS OUTLET. WALL MOUNT DISPLAY. CEILING MOUNTED TELECOMMUNICATIONS OUTLET. MONITORED DOOR. B CONTROLLED AND MONITORED DOOR. A CCTV CAMERA. CR CARD READER. D TV INTERCOM MASTER STATION. INTERCOM SUBSTATION. AV CAMERA. AVP AVF FLOOR POKE THRU AUDIO/VISUAL INTERFACE PANEL. FLOOR BOX AUDIO/VISUAL INTERFACE PANEL. WAP REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs T-132 Checker Author VITEMA EOC Wind Retrofit & Safe Room THIRD FLOOR TECHNOLOGY REFLECTED CEILING PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 THIRD FLOOR TECHNOLOGY REFLECTED CEILING PLAN No. Description Date 03/04/2022 08/18/2022 CR CR TV D AVP ACP TV D ACP JAN. 403 IT 423 FEMA CARIBBEAN OFFICE 418 FEMA CARIBBEAN OFFICE 416 HAZARD MITIGATION 414 DD OPERATIONS 412 DD LOGISTICS 410 PUBLIC ASSISTANCE 419 GRANTS 417 FINANCE 415 DD PLAN & PREP 413 DD HUMAN RESOURCES 411 FLEX OFFICE 409 STORAGE 407 BREAK ROOM 408 CORRIDOR 404 STAIR 1 401 CORRIDOR 400 TLT. 405 TLT. 406 FLEX 420 TLT. 440 TLT. 439 MECH. 402 MECH. 438 ELECT. 424 FLEX SUPPORT 421 STOR. 422 COMMUNICATIONS 436 CONFERENCE ROOM 435 TOILET 432 DIRECTOR EXECUTIVE ASSISTANT 429 COPY/ SUPPLY 427 FLEX SPACE 428 ASST. DIRECTOR 430 CORRIDOR 434 ELEV. LOBBY 425 DIRECTOR 431 ELECT. 437 STORAGE 442 STORAGE 433 T-201 7 A A T-201 9 SYMBOL DESCRIPTION TECHNOLOGY SYMBOL LEGEND PROGRAM SPEAKER, CEILING MOUNT. S WIRELESS MIC ANTENNA. WL ACP AUDIO/VISUAL CONTROL PANEL. WALL AUDIO/VISUAL INTERFACE PANEL. EQUIPMENT CABINET. AV1 WALL MOUNTED TELECOMMUNICATIONS OUTLET. WALL MOUNTED VOICE TELECOMMUNICATIONS OUTLET. CATV OUTLET. FLOOR MOUNTED TELECOMMUNICATIONS OUTLET. WAP TELECOMMUNICATIONS OUTLET. WALL MOUNT DISPLAY. CEILING MOUNTED TELECOMMUNICATIONS OUTLET. MONITORED DOOR. B CONTROLLED AND MONITORED DOOR. A CCTV CAMERA. CR CARD READER. D TV INTERCOM MASTER STATION. INTERCOM SUBSTATION. AV CAMERA. AVP AVF FLOOR POKE THRU AUDIO/VISUAL INTERFACE PANEL. FLOOR BOX AUDIO/VISUAL INTERFACE PANEL. WAP REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs T-141 Checker Author VITEMA EOC Wind Retrofit & Safe Room FOURTH FLOOR TECHNOLOGY FLOOR PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 FOURTH FLOOR TECHNOLOGY FLOOR PLAN No. Description Date 03/04/2022 08/18/2022 WAP WAP WAP WAP WAP WAP WAP WAP JAN. 403 IT 423 FEMA CARIBBEAN OFFICE 418 FEMA CARIBBEAN OFFICE 416 HAZARD MITIGATION 414 DD OPERATIONS 412 DD LOGISTICS 410 PUBLIC ASSISTANCE 419 GRANTS 417 FINANCE 415 DD PLAN & PREP 413 DD HUMAN RESOURCES 411 FLEX OFFICE 409 STORAGE 407 BREAK ROOM 408 ELEV. 224 CORRIDOR 404 STAIR 2 229 STAIR 1 401 CORRIDOR 400 TLT. 405 TLT. 406 FLEX 420 TLT. 440 TLT. 439 MECH. 402 MECH. 438 ELECT. 424 FLEX SUPPORT 421 STOR. 422 COMMUNICATIONS 436 CONFERENCE ROOM 435 TOILET 432 DIRECTOR EXECUTIVE ASSISTANT 429 COPY/ SUPPLY 427 FLEX SPACE 428 ASST. DIRECTOR 430 CORRIDOR 434 ELEV. LOBBY 425 DIRECTOR 431 ELECT. 437 STORAGE 442 STAIR 1 230 STORAGE 433 12"X4" BASKET TYPE CABLE TRAY 12"X4" BASKET TYPE CABLE TRAY 12"X4" BASKET TYPE CABLE TRAY T-201 8 T-201 10 SYMBOL DESCRIPTION TECHNOLOGY SYMBOL LEGEND PROGRAM SPEAKER, CEILING MOUNT. S WIRELESS MIC ANTENNA. WL ACP AUDIO/VISUAL CONTROL PANEL. WALL AUDIO/VISUAL INTERFACE PANEL. EQUIPMENT CABINET. AV1 WALL MOUNTED TELECOMMUNICATIONS OUTLET. WALL MOUNTED VOICE TELECOMMUNICATIONS OUTLET. CATV OUTLET. FLOOR MOUNTED TELECOMMUNICATIONS OUTLET. WAP TELECOMMUNICATIONS OUTLET. WALL MOUNT DISPLAY. CEILING MOUNTED TELECOMMUNICATIONS OUTLET. MONITORED DOOR. B CONTROLLED AND MONITORED DOOR. A CCTV CAMERA. CR CARD READER. D TV INTERCOM MASTER STATION. INTERCOM SUBSTATION. AV CAMERA. AVP AVF FLOOR POKE THRU AUDIO/VISUAL INTERFACE PANEL. FLOOR BOX AUDIO/VISUAL INTERFACE PANEL. WAP REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs T-142 Checker Author VITEMA EOC Wind Retrofit & Safe Room FOURTH FLOOR TECHNOLOGY REFLECTED CEILING PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 FOURTH FLOOR TECHNOLOGY REFLECTED CEILING PLAN No. Description Date 03/04/2022 08/18/2022 JAN. 403 MECHANICAL 334 MECHANICAL 341 TECHNOLOGY CONDUIT BULKHEAD TECHNOLOGY CONDUIT BULKHEAD SYMBOL DESCRIPTION TECHNOLOGY SYMBOL LEGEND PROGRAM SPEAKER, CEILING MOUNT. S WIRELESS MIC ANTENNA. WL ACP AUDIO/VISUAL CONTROL PANEL. WALL AUDIO/VISUAL INTERFACE PANEL. EQUIPMENT CABINET. AV1 WALL MOUNTED TELECOMMUNICATIONS OUTLET. WALL MOUNTED VOICE TELECOMMUNICATIONS OUTLET. CATV OUTLET. FLOOR MOUNTED TELECOMMUNICATIONS OUTLET. WAP TELECOMMUNICATIONS OUTLET. WALL MOUNT DISPLAY. CEILING MOUNTED TELECOMMUNICATIONS OUTLET. MONITORED DOOR. B CONTROLLED AND MONITORED DOOR. A CCTV CAMERA. CR CARD READER. D TV INTERCOM MASTER STATION. INTERCOM SUBSTATION. AV CAMERA. AVP AVF FLOOR POKE THRU AUDIO/VISUAL INTERFACE PANEL. FLOOR BOX AUDIO/VISUAL INTERFACE PANEL. WAP REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs T-151 Checker Author VITEMA EOC Wind Retrofit & Safe Room ROOF TECHNOLOGY PLAN 2018_0801 Scale: 1/8" = 1'-0" 1 ROOF TECHNOLOGY PLAN No. Description Date 03/04/2022 08/18/2022 CR 3/4" FIRE TREATED PLYWOOD BACKBOARD. TYPICAL WALLS SHOWN. VERTICAL CABLE LADDER COMMUNICATIONS DUCT BANK CONDUITS FOUR POST TELECOM RACK, TYPICAL OF THREE ACCESS CONTROL CATV HEADEND ACCESS CONTROL PANELS TELECOM GROUND BUSBAR CATV A/V EQUIPMENT CABINET 12"X4" LADDER TYPE CABLE TRAY FIRE RATED PENETRATIONS TO TELECOMM 217 3/4" FIRE TREATED PLYWOOD BACKBOARD. TYPICAL WALLS SHOWN. VERTICAL CABLE LADDER FOUR POST TELECOM RACK, TYPICAL OF THREE CATV ACCESS CONTROL CATV HEADEND ACCESS CONTROL PANELS FIRE RATED PENETRATIONS FROM TELECOM 112 TELECOM GROUND BUSBAR 12"X4" LADDER TYPE CABLE TRAY FIRE RATED PENETRATIONS TO IT 316 FIRE RATED PENETRATIONS FROM TELECOM 217 3/4" FIRE TREATED PLYWOOD BACKBOARD. TYPICAL THREE WALLS TWO POST TELECOM EQUIPMENT RACK TELECOM GROUND BUS BAR ACCESS CONTROL CATV ACCESS CONTROL PANELS CATV HEADEND VERTICAL CABLE LADDER 12"X4" LADDER TYPE CABLE TRAY FIRE RATED PENETRATIONS TO IT 422 FIRE RATED PENETRATIONS FROM IT 316 3/4" FIRE TREATED PLYWOOD BACKBOARD. TYPICAL THREE WALLS ACCESS CONTROL CATV ACCESS CONTROL PANELS CATV HEADEND VERTICAL LADDER TRAY CONDUIT BULKHEAD TO ROOF TWO POST TELECOM EQUIPMENT RACK TELECOM GROUND BUS BAR FIRE RATED PENETRATIONS FROM THIRD FLOOR 3/4" FIRE TREATED PLYWOOD BACKBOARD. TYPICAL OF WALLS SHOWN. VERTICAL CABLE LADDER 12"X4" CABLE LADDER CONDUIT BULKHEAD TO ROOF REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs T-201 Checker Author VITEMA EOC Wind Retrofit & Safe Room TECHNOLOGY LARGE SCALE PLANS 2018_0801 Scale: 1/4" = 1'-0" 1 TELECOM 112 LSP Scale: 1/4" = 1'-0" 2 TELECOM 112 RCP LSP Scale: 1/4" = 1'-0" 3 TELECOMM 217 LSP Scale: 1/4" = 1'-0" 4 TELECOMM 217 RCP LSP Scale: 1/4" = 1'-0" 5 IT 316 LSP Scale: 1/4" = 1'-0" 6 IT 316 RCP LSP Scale: 1/4" = 1'-0" 7 IT 423 LSP Scale: 1/4" = 1'-0" 8 IT423 RCP LSP Scale: 1/4" = 1'-0" 9 COMMUNICATIONS 436 L.S.P. Scale: 1/4" = 1'-0" 10 COMMUNICATIONS 436 RCP L.S.P. No. Description Date 03/04/2022 08/18/2022