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SPRINKLER LEGEND LEGEND SIMILAR TO DESCRIPTION PENDENT SPRINKLER FOR RELIABLE MODEL F156 STANDARD RESPONESE PENDENT SPRINKLER HEAD. K-FACTOR 5.6, LIGHT AND ORDINARY GROUP 1 HAZARDS AREAS SERVICE STAND PIPE ABOVE GRADE FIRE DISTRIBUTION PIPE AND PS-1 SPECIFICATION ASTM A-53 STEEL 40 HIGH COUPLING ASTM A-120 SPECIFICATION FIRE PROTECTION PIPING SCHEDULE SCHEDULE CARBON MATERIAL CLASS OR TYPE SPECIFICATION COATING OR LINING TYPE MECHANICAL TYPE ASTM A-234 WPB CARBON ANSI B 16.9 STEEL SPECIFICATION JOINT & FITTINGS JT. MAT. LARGER THAN 3" - PERFORMANCE PIPE SHALL BE PAINTED RED. IN CASE THE PIPE IS EXPOSED TO VIEW REFER TO ARCHITECTURAL DRAWINGS FOR FINAL COLOR OF PIPE. NOTES IS USED, ONLY ROLLED GROOVE FITTINGS ARE ALLOWED. USED FOR THE SPRINKLER DISTRIBUTION. IF LIGHT WEIGHT (SCHEDULE 10) PIPE FOR MORE INFORMATION. OF THE "AUTHORITIES HAVING JURISDICTION" SHALL BE INCLUDED. SEE SPECIFICATION FIRE RISERS SHALL BE AS INDICATED IN DETAILS. ANY ADDITIONAL REQUIREMENTS OTHER TYPES OF "LISTED" STEEL PIPE OR TUBE, JOINING AND FITTINGS MAY BE DE PUERTO RICO). PUERTO RICO FIRE PROTECTION DEPARTMENT (SERVICIO DE BOMBEROS B- A- PROJECT THE "AUTHORITIES HAVING JURISDICTION" ARE: APPROVING EQUIPMENT, MATERIALS, INSTALLATION AND PROCEDURES. IN THIS "AUTHORITIES HAVING JURISDICTION" ARE THE ORGANIZATIONS RESPONSIBLE FOR HAVING JURISDICTION". A LIST PUBLISHED BY AN ORGANIZATION ACCEPTABLE TO THE "AUTHORITIES "LISTED" FIRE PROTECTION MATERIALS AND EQUIPMENT ARE THOSE INCLUDED IN "LISTED". ALL MATERIALS AND EQUIPMENT TO BE USED IN THE INSTALLATION SHALL BE FIRE PROTECTION ALL FIRE PROTECTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, RULES AND REGULATIONS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND ALL "AUTHORITIES HAVING JURISDICTION" THE COMPLETE FIRE PROTECTION SYSTEM SHALL BE HYDRAULICALLY DESIGNED IN ACCORDANCE WITH THE FIRE PROTECTION SCHEDULE. FIRE EXTINGUISHERS. SEE FIRE EXTINGUISHER SCHEDULES FOR DETAILS. THE CONTRACTOR SHALL COORDINATE WITH OWNER THE EXACT LOCATION OF MAXIMUM FLOOR AREA FOR EXTINGUISHERS 1250 SQ.FT. CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINTS TO (BUT NOT BE LIMITED TIONS, SIGNED BY A QUALIFIED LICENSED PROFESSIONAL ENGINEER SHOWING CATES ARE NOT ACCEPTABLE. CONTRACTOR MUST PROVIDE SEISMIC CALCULA- SEISMIC ENGINEER. MANUFACTURERS PRODUCT LIABILITY INSURANCE CERTIFI- OMISSIONS INSURANCE CERTIFICATE MUST ACCOMPANY SUBMITTALS FROM THE PROVIDE SUBMITTALS FOR SEISMIC RESTRAINT. A SEISMIC DESIGN ERRORS AND MINIMUM 1.0g HORIZONTAL LOAD AND 0.67g VERTICAL LOAD. CONTRACTOR MUST EQUIPMENT SUCH AS SPRINKLER PIPING SHALL BE DESIGNED TO RESIST A CAPABILITY SHALL BE 0.5g HORIZONTAL AND 0.33 VERTICAL. LIFE SAFETY FIED AS SEISMIC ZONE 3. HOWEVER, THE MINIMUM HORIZONTAL RESTRAINT IN THE LATEST ISSUE OF UNIFORM BUILDING CODE. THIS SITE IS CLASSI- BE DESIGNED AND SELECTED TO MEET SEISMIC REQUIREMENTS AS DEFINED PIPING OR DUCT WORK IN A CAPTIVE POSITION. RESTRAINT DEVICES SHALL SEISMIC FORCES. RESTRAINTS SHALL MAINTAIN MECHANICAL EQUIPMENT, ALL EQUIPMENT, PIPING AND DUCTWORK SHALL BE RESTRAINED TO RESIST ADEQUACY SIZING AND TYPE. SEISMIC RESTRAINT TO) THE FOLLOWING MECHANICAL ELEMENTS: PIPING PUMPS INSURANCE COMPANY. SHOP DRAWING AND HYDRAULIC CALCULATIONS SUBMITTED SHALL BE SEALED & CALCULATIONS TO ARCHITECT / ENGINEER FOR APPROVAL PRIOR TO INSTALLATION CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS AND HYDRAULIC SIGNED BY A LICENSED ENGINEER IN THIS JURISDICTION. SHALL BE PRIMED AND PAINTED RED. ALL FIRE PROTECTION PIPING, INCLUDING FIRE RISER AND SPRINKLER PIPING C- DESIGNER CONTRACT SHALL PREPARE ACCURATE AS-BUILT OF ANY EXISTING FIRE PROTECTION DISTRIBUTION TO BE PART OF THE HYDRAULIC CALCULATIONS. 2018 INTERNATIONAL BUILDING CODE, IBC 2018 MINIMUN DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-05) STABILITY DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING & SHORING FOR ALL EQUIPMENTS AND COMPONENTS OR AS REQUIRED FOR THEIR STRUCTURAL SPECIFIC NOTES & DETAILS SHALL TAKE PRECEDENCE OVER THESE NOTES & THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR INFORMATION NOT OPINION, MIGHT ENDANGER THE STABILITY OF THE EQUIPMENT OR SUPPORTING ENGINEER OR OWNERS REPRESENTATIVE OF ANY CONDITION WHICH, IN HIS/HER THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE MECHANICAL/STRUCTURAL CONDITIONS AT THE SITE AND SHALL NOTIFY THE MECHANICAL ENGINEER OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND AISC MANUAL OF STEEL CONSTRUCTION, VOL. II CONNECTIONS THE FOLLOWING DOCUMENTS, THEIR COMMENTARIES AND THE STANDARDS REFERENCED (ACI 318-08) AND COMMENTARY (ACI 318R-08). BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE, (ACI 301-05). BEFORE AND DURING CONSTRUCTION, THE CONTRACTOR SHALL CHECK THE DRAWINGS TO COORDINATE DIMENSIONS, PLACING OF SLEEVES, INSERTS, OPENINGS, ARCHITECTURAL, MECHANICAL, ELECTRICAL, EQUIPMENT AND ALL PROJECT RELATED THE FOLLOWING NOTES APPLY TO ALL DRAWINGS, UNLESS OTHERWISE NOTED. COVERED BY THE NOTES OR THE DRAWINGS. 1) 2018 PUERTO RICO BUILDING CODE, PRBC 2018 4) 5) 2) 3) AWS STRUCTURAL WELDING CODE AISC MANUAL OF STEEL CONSTRUCTION STRUCTURAL STEEL CODES AND DESIGN STANDARDS FOR CONCRETE COMPONENTS B) 3) A) 1) 2) REFERENCES: 1. 7. 6. 5. 4. 3. 2. 1. NOT ALL NOTES INCLUDED HEREIN ARE PART OF THE ORIGINAL SCOPE OF WORK 8. BUT SHALL BE USED IN THE EVENT OF CHANGES OF ANY ADDITIONAL WORK (IF EXISTS, THE MOST STRINGENT BETWEEN THE STRUCTURAL DRAWINGS GENERAL NOTES/DETAILS AND THESE NOTES SHALL TAKE PRECEDENCE) GENERAL STRUCTURAL NOTES FOR MECHANICAL/ELECTRICAL COMPONENTS ANCHORAGES, ETC. THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. STRUCTURE OR CAUSE ANY DISTRESS. TYPICAL DETAILS. REQUIRED. THEREIN, SHALL APPLY TO DESIGN, FABRICATION AND CONSTRUCTION PRACTICES TO BE ADHERED TO WITH TO WITH REGARD TO THE WORK SHOWN ON THE DRAWINGS: (IF EXISTS, STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE) WELD FILLER MATERIAL, E70XX ELECTRODES STEEL PIPE - FOR STRUCTURAL USE ONLY STEEL SHAPES ANCHOR RODS HIGH STRENGTH BOLTS TUBULAR SECTIONS, GRADE B STEEL PLATES, ANGLES AND BARS. E) I) H) B) D) C) A) ASTM A-53 TYPE E OR S ASTM A992/572, FY=50 KS ASTM A-36 ASTM A-449 ASTM A-500 ASTM A-325 THE FOLLOWING SPECIFICATIONS APPLY TO THE STRUCTURAL STEEL WORK: MATERIALS: 1. EXPANSION ANCHORS J) KWIK BOLT 3 BY HILTI ZINC COATED OR SS AS REQ'D) EPOXY FOR EMBEDMENT K) FOR CONCRETE - HVA ADHESIVE SYSTEM FOR MASONRY - HIT HY20 SYSTEM THREADED RODS G) ASTM A36 EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED NTS 1 FP1-00 FIRE HOSE CABINET FHC-A MOUNTING DETAIL 32" 38" 4'-0" MAX. 1 1/2" FE-ABC FLOOR LEVEL FP1-00 FIRE PROTECTION NOTES, SCHEDULES & DETAILS DATE: Wednesday, June 11, 2025 6:24 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\FP1-00.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC 06/11/25 a DD (UPDATE) L.F.M. SEE NOTES 1 FHC-A FHC-A 1 2 3 4 5 6 7 8 9 1' 2' 3' A A' C B E' G' H' F' D 3' 6' B' AUDITORIUM 127 OFFICE 205 OFFICE 206 OFFICE 204 OFFICE 203 RESTROOM 202 OFFICE 201 ARTS EDUCATION CLASSROOM 207 ARTS EDUCATION CLASSROOM 208 OFFICE 213 OFFICE 214 BATHTROOM 210 BATHTROOM 209 PREAMBLE 212 OFFICE 215 STORAGE 219 GENDER NEUTRAL RESTROOM 217 HAM RADIO ROOM 216 ADMINISTRATIVE OFFICES 218 CLASSROM 220 ARTS EDUCATION CLASSROOM 222 STORAGE 223 STORAGE 224 STORAGE 225 ARTS EDUCATION CLASSROOM 226 PROJECTION ROOM 211 HALLWAY 221 DRESSING ROOM 231 DRESSING ROOM 232 BATHROOM 229 BATHROOM 230 ADA BATHROOM 228 BACK OF HOUSE 227 FP2-02 FIRE PROTECTION 2ND LEVEL FLOOR PLAN DATE: Wednesday, June 11, 2025 6:25 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\FP2-02.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC WORK LIMITED TO OUTLINED AREA ONLY NOTES: 1. ORDINARY HAZARD GROUP 2 DENSITY SHALL BE 0.2 GPM/SQFT OVER HYDRULICALLY MOST REMOTE CALCULATED AREA OF 1,500 SQFT. 2. CONTRACTOR SHALL SUBMIT ALL HYDRAULIC& SEISMIC CALCULATIONS, SHOP DRAWINGS AND EQUIPMENT SUBMITTAL FOR APPROVAL. 3. CONTRACTOR SHALL FOLLOW NFPA 13 (LATEST EDITION) FOR FIRE PROTECTION SYSTEM INSTALLATION. 4. SPRINKLER HEADS ARE SHOWN FOR REFERENCE ONLY. FINAL LOCATION OF SPRINKLER HEADS SHALL BE INDICATED IN SHOP DRAWINGS. N SCALE: FIRE PROTECTION - SECOND FLOOR PLAN 1/8"=1'-0" 06/11/25 a DD (UPDATE) L.F.M. HVAC ABBREVIATIONS CONDITIONING ENGINEERS REFRIGERATION AND AIR- AMERICAN SOCIETY OF HEATING, AIR FILTER HIGH EFFICIENCY PARTICULATE AND AIR CONDITIONING HEATING, VENTILATING BLAST GATE FACE AREA HEATING AND VENTILATING HERTZ HORSEPOWER HORIZONTAL HANGER FLEXIBLE CONNECTOR FINISHED FLOOR ELEVATION FLOW MEASURING DEVICE FAIL OPEN FILTER FAIL CLOSED GALVANIZED GAUGE FACE VELOCITY FUTURE FOOT (FEET) FEET PER MINUTE FLAT ON TOP FLAT ON BOTTOM FLEXIBLE FLOOR FINISHED FLOOR FAHRENHEIT (DEGREES) ENTERING WATER TEMPERATURE EXTERNAL STATIC PRESSURE ELECTRIC (ELECTRICAL) EQUIVALENT DIRECT RADIATION ENTERING AIR TEMPERATURE DEW POINT TEMPERATURE DIFFERENTIAL PRESSURE GAUGE EXHAUST AIR EXISTING EXHAUST EQUIPMENT ELEVATION DRAWING DAMPER DOWN DIFFUSER DIAMETER DOOR GRILLE DRY BULB TEMPERATURE CUBIC FEET PER MINUTE CONSTANT EXHAUST BRITISH THERMAL UNIT PER HOUR BRITISH THERMAL UNIT BRAKE HORSEPOWER BOTTOM OF DUCT DECIBEL CONTRACT(OR) CONNECTION CONCRETE CONTINUATION COLUMN CENTER LINE BOTTOM OF STEEL BUILDING ABOVE FINISHED FLOOR BUTTERFLY DAMPER BACKDRAFT DAMPER ACCESS PANEL ATTENUATOR ACCESS DOOR AMPERES C F FUT HV HVAC HZ HOR HGR HP GALV HEPA GA FV FOB FPM FT FOT FLXC FMD FO FFE FLTR FLEX FL FA FC FF DPR EWT EXIST EXH EQUIP ELEC ESP EA EAT EL EDR DWG DPT dB DIA DIFF DPG DN DG DB CONT CONTR CONN CONC COL CFM CE BTUH BTU BHP BOS BOD BLDG BDD BG BFD ASHRAE ATTEN AP AFF AD A NOT IN CONTRACT NIC (MANUAL OPERATION) NORMALLY OPEN STANDARD CUBIC FEET PER HOUR POUNDS PER SQUARE INCH GAUGE POUNDS PER SQUARE INCH ABSOLUTE VARIABLE FREQUENCY DRIVE STANDARD CUBIC FEET PER MINUTE OUTDOOR AIR INTAKE/INLET VELOCITY PRESSURE WORKING POINT WATER PRESSURE DROP WATER GAUGE (COLUMN) WET BULB TEMPERATURE VOLUME DAMPER (MANUAL) VARIABLE AIR VOLUME TURNING VANE TOTAL STATIC PRESSURE TOTAL PRESSURE TOP OF STEEL TOP OF DUCT TEMPERATURE STAINLESS STEEL SPECIFICATIONS STATIC PRESSURE SQUARE FEET REVOLUTIONS PER MINUTE RELATIVE HUMIDITY POUNDS PER SQUARE INCH PARTS PER MILLION PRESSURE DROP OUTSIDE DIAMETER OPPOSED BLADE OUTDOOR AIR DAMPER NOT TO SCALE NECK DIAMETER SCFH TYPICAL TYP WP WT WPD WG WB VP VERT VEL VFD VAV VD V WEIGHT VERTICAL VELOCITY VOLTS TSP TOS TOD TEMP TV TP SCFM STD SQ SPEC SS SP SF STANDARD SQUARE PSIA SA RPM RH RA PSIG PSI PRESS PPM PD Ph PF SUPPLY AIR RETURN AIR PRESSURE PRE-FILTER PHASE OAI OZ OPNG OD OC OB OAD OA NTS No. NO NK OPENING ON CENTER OUNCE OUTSIDE AIR NUMBER (MANUAL OPERATION) NORMALLY CLOSED UNITS OF THOUSANDS BTU/HR MANUFACTURER NATIONAL ELECTRIC CODE LEAVING WATER TEMPERATURE POUNDS PER HOUR LEAVING AIR TEMPERATURE INSIDE DIAMETER LBS/HR MFG NEC NC MTR MTL MIN MECH MBH MAX LWT LVR MINIMUM MATERIAL MOTOR MECHANICAL MAXIMUM LOUVER LAT LAB KW INSUL IN ID INCH(ES) LABORATORY KILOWATT INSULATION GENERAL NOTES THE MECHANICAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL ELECTRICAL CONTROLS, SAFETY SWITCHES AND ACCESSORIES NOT INDICATED IN THE ELECTRICAL DRAWINGS AND NECESSARY FOR THE PROPER OPERATION OF THE EQUIPMENT IN ACCORDANCE WITH THE MECHANICAL EQUIPMENT'S MANUFACTURER'S RECOMMENDATIONS AND THE NATIONAL ELECTRIC CODE. THE MECHANICAL CONTRACTOR SHALL PERFORM ALL WIRING AND CONNECTION (POWER AND CONTROL) NOT INDICATED IN THE ELECTRICAL DRAWINGS AND NECESSARY FOR THE PROPER OPERATION OF THE MECHANICAL EQUIPMENT IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION IN ORDER TO MINIMIZE OR ELIMINATE THE TRANSMISSION OF NOISE OR VIBRATION FROM THE EQUIPMENT, PIPING SYSTEM OR DUCT SYSTEM TO THE CONDITIONED SPACE. ALL EQUIPMENT, MATERIALS AND ACCESSORIES SHALL BE AS PER THE INDICATED SPECIFICATION AND/OR MANUFACTURER MODEL OR CATALOG NUMBER. SUBSTITUTION OF SPECIFIED EQUIPMENT, MATERIALS AND ACCESSORIES REQUIRES PRIOR APPROVAL BY THE ENGINEER OF RECORD AND/OR THE OWNER'S REPRESENTATIVE. UNLESS OTHERWISE NOTED IN DRAWINGS AND/OR SPECIFICATIONS ALL EQUIPMENT AND ACCESSORIES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. UNLESS OTHERWISE NOTED FOR ALL EQUIPMENT INSIDE BUILDING AND ON LARGER CONCRETE SLABS OUTSIDE BUILDING, A 2-INCH THICK CONCRETE HOUSEKEEPING PAD SHALL BE PROVIDED. ALL PENETRATIONS THROUGH ROOF FOR DUCTS AND/OR PIPES ROW SHALL BE PROVIDED WITH FLASHING AS PER APPLICABLE DETAILS OF THE NATIONAL ROOFING CONTRACTOR ASSOCIATION. MATERIALS SHALL BE COMPATIBLE WITH ROOF ASSEMBLY AND WITH PIPING OR DUCT SYSTEM. EQUIPMENT SUPPORT LEGS INSTALLED ON ROOF SHALL BE PROVIDED WITH FLASHING AS PER DETAILS OF THE NATIONAL ROOFING CONTRACTOR ASSOCIATION. MATERIALS SHALL BE COMPATIBLE WITH ROOF ASSEMBLY. ALL DIMENSIONS SHALL BE FIELD CHECKED BY CONTRACTOR PRIOR TO COMMENCING IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROCURE ALL NECESSARY INFORMATION DURING THE BIDDING PERIOD IN ORDER TO FURNISH ALL MISCELLANEOUS MATERIAL, ACCESSORIES AND LABOR, EITHER SHOWN OR NOT SHOWN ON THE DRAWINGS AND REQUIRED TO PERFORM THE SET-UP, INSTALLATION, TESTING AND START-UP OF OWNER - SUPPLIED EQUIPMENT; ALL IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S REQUIREMENTS. ANY WORK. VENTILATION AND AIR CONDITIONING ALL DUCTWORK FOR THE HVAC SYSTEMS SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE HVAC DUCT CONSTRUCTION STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC., SMACNA (LATEST EDITION). DUCTS SHALL BE RECTANGULAR OR ROUND AS INDICATED IN THE DRAWINGS IN ACCORDANCE WITH THE DUCTWORK SCHEDULE. ALL INDICATED SECTIONS OF DUCT SHALL BE TESTED FOR LEAKAGE AT THE INDICATED PRESSURE CLASS PRIOR TO INSULATION INSTALLATION. PRESSURIZATION, LEAKAGE AND INFILTRATION TESTS SHALL BE PERFORMED PER SMACNA STANDARDS. UNLESS OTHERWISE SPECIFIED, DUCT MATERIAL SHALL BE: G.S. LOW CARBON, GALVANIZED STEEL OF LOCK-FORMING QUALITY ASTM A525. IN ORDER TO OBTAIN THE REQUIRED DUCT SEAL CONNECTIONS BETWEEN DUCT SECTIONS AND BETWEEN DUCT AND FITTINGS THE DUCT SYSTEM CAN BE SEALED WITH HEAT TAPE, RAYCHEM THERMO FIT DUCT BANDS AS MANUFACTURED BY RAYCHEM CORP., 300 CONSTITUTION DRIVE, MENLO PARK, CALIFORNIA 94025, OR APPROVED EQUAL. AUTOMATIC CONTROL DAMPERS SHALL BE OPPOSED BLADES (O.B.D.) TYPE EXTRUDED ALUMINUM CONSTRUCTION. RUSKIN MFG. CO. TYPE CD-50 OR APPROVED EQUAL. DUCT WORK SUPPORTS SHALL COMPLY WITH SMACNA RECOMMENDATIONS FOR TYPE OF DUCT CONSTRUCTION. SUBMIT SHOP DRAWING FOR APPROVAL. IN ALL INDICATED AREAS OPERATING AS INDEPENDENT AIR PLENUMS THE PERIMETRAL WALL AND PARTITIONS WHICH DEFINE THE AREA MUST BE EXTENDED ALL THE WAY UP TO THE CEILING AND PERFECTLY SEALED. ANY PIPE OR DUCT ENTERING OR PASSING THROUGH THIS AREA MUST BE PERFECTLY SEALED AT POINTS WHERE THEY PERFORATE THE LIMITING PARTITION. ALL DUCT AND PIPING PENETRATIONS INTO THE LOW HUMIDITY AREA SHALL BE SEALED. PROVIDE A METAL SLEEVE INTEGRATED WITH THE WALL OR CEILING. SEAL WITH ONE PART POLYSULPHIDE SEALANT BETWEEN SLEEVES AND DUCT OR PIPE. PROVIDE METAL SCUTCHEON WHEN INDICATED. ALL PENETRATIONS SHALL BE APPROVED BY THE OWNER REPRESENTATIVE. CANVAS CONNECTIONS SHALL BE NEOPRENE-COATED GLASS FABRIC AS MANUFACTURED BY VENT FABRIC (VENT GLASS), DURO DYNE CORP., OR EQUAL; MOUNTED ON ANGLE FRAMES SECURELY FASTENED TO DUCTS AND EQUIPMENT WITH ACCESSORIES TO PREVENT COL- LAPSING AT 10 IWG OF NEGATIVE PRESSURE. CANVAS CONNECTIONS SHALL BE AIR TIGHT (NO LEAKAGE OR INFILTRATION) AT INDICATED PRESSURE CLASS. NO ELBOW SHALL BE MADE WITH AN INSIDE RADIUS OF LESS THAN THE WIDTH OF THE DUCT. SHOULD ANY TURN BE NECESSARY WITH INSIDE RADIUS LESS THAN 3/4 DEPTH OF THE DUCT, THEY MUST BE FITTED WITH DOUBLE THICKNESS MULTIPLE VANES. FLEXIBLE DUCT FOR COLD AIR, WARM AIR AND NON CORROSIVE FUMES FOR UP TO 16 IWG POSITIVE PRESSURE AND 6000 FPM VELOCITY, SHALL BE A FACTORY FABRICATED ASSEMBLY, THERMOFLEX AS MANUFACTURED BY AUTOMATION INDUSTRIES INC. OR APPROVED EQUAL; TYPE S-TL NON- INSULATED FOR EXPOSED DUCTS INSIDE CONDITIONED AREAS; TYPE M-KH INSULATED FOR CONCEALED SPACES AND OUTSIDE CONDITIONED AREAS. PROVIDE STAINLESS STEEL WORM DRIVE CLAMPS AND STRAPS. MAKE CONNECTIONS AS PER DUCT MANUFACTURER'S INSTALLATION INSTRUCTIONS. RUNOUT FLEXIBLE DUCTING TO TERMINAL DIFFUSERS SHALL BE BETWEEN 3 AND 4FT LENGTH AND SAME SIZE OF DIFFUSER INLET. PROVIDE INSULATED ROUND RIGID DUCTS SECTIONS WHEN REQUIRED. FLEXIBLE DUCTING SHALL BE A FACTORY FABRICATED ASSEMBLY INCLUDING: INNER SLEEVE, INSULATION (C < 0.23) AND OUTER MOISTURE BARRIER. FLEXIBLE DUCTING SHALL COMPLY WITH UL 181 AND NFPA 90A. DUCTING SHALL BE THERMAFLEX M-KC OR APPROVED EQUAL. PROVIDE WORM DRIVE STAINLESS STEEL. CLAMPS AT BOTH CONNECTION ENDS. DUCT COLLARS BEHIND GRILLES, REGISTERS AND CEILING OUTLETS SHALL BE PAINTED INSIDE WITH TWO COATS OF FLAT BACK PAINT. MANUAL BALANCING DAMPERS SHALL BE OPPOSED BLADE (O.B.D.) TYPE EXTRUDED ALUMINUM CONSTRUCTION. RUSKIN MFG. CO. TYPE CD-50 OR APPROVED EQUAL. REQUIREMENTS FOR ALL MECHANICAL/ELECTRICAL COMPONENTS NOTES CONTRACTORS SHALL PROVIDE, FACILITATE AND COORDINATE WITH ALL OTHER CONTRACTORS AND SUBCONTRACTORS INVOLVED IN THE PROJECT, THE GRAVITY SUPPORT AND THE WIND AND SEISMIC RESTRAINTS TO ALL MECHANICAL, ELECTRICAL, ALL ANCILLIARY EQUIPMENT, ASSOCIATED DUCTWORK AND PIPING. ALL SUPPORTING BASES, VIBRATION ISOLATORS AND SPRINGS, AND SUPPORTING STRUCTURES NOT CONSTRUCTED AS PER THE CMA DRAWINGS AND ALL THE ATTACHMENTS ASSEMBLIES, SHALL MEET WIND AND SEISMIC REQUIREMENTS. MECHANICAL, PIPING, AND FIRE PROTECTION EQUIPMENT AND/OR COMPONENTS SHALL COMPLY WITH THE FAMILY OF PUERTO RICO CODES 2018 AND THEIR REFERENCE STANDARDS AS APPLICABLE TO THE WORK CONTAINED IN THE CONTRACT DOCUMENTS. COMPLIANCE SHALL INCLUDE, BUT IS NOT LIMITED TO STRENGTH, STIFFNESS, SERVICEABILITY AND OTHER OPERATIONAL REQUIREMENTS INCLUDED IN OR AS A CONSEQUENCE OF THE WORK SHOWN ON THE CONTRACT DOCUMENTS. WIND LOAD COMPLIANCE IS NOT REQUIRED FOR ANY EQUIPMENT OR COMPONENTS INSIDE AN ENCLOSED BUILDING OR STRUCTURE. WIND LOAD COMPLIANCE SHALL BE DETERMINED FOR RISK CATEGORY II. THE BASIC DESIGN WIND SPEED, V IS 164 MPH, AND THE ALLOWABLE STRESS DESIGN WIND SPEED Vasd IS 127 MPH (PROJECT LOCATION IN SAN JUAN). SPEEDS ARE 3-SEC GUST AT 33 FEET ABOVE GROUND LEVEL. THE WIND EXPOSURE CATEGORY IS D. THE INTERNAL PRESSURE COEFFICIENT IS +/- 0.18 FOR THE BUILDING. WIND LOAD DESIGN SHALL BE CARRIED OUT USING ASCE 7-16. SEISMIC LOAD COMPLIANCE IS MANDATORY FOR ALL EQUIPMENT AND COMPONENTS SHOWN IN THE CONTRACT DOCUMENTS. THE SEISMIC GROUND MOTION VALUES ARE AS FOLLOWS: THE MAPPED ACCELERATION PARAMETERS ARE: S1=98, SD=39 (SAN JUAN) SITE CLASS D, UNLESS THE GEOTECHNICAL REPORT FOR THE PROJECT LOCATION INDICATES OTHERWISE). THE SEISMIC DESIGN CATEGORY IS D. THE SEISMIC IMPORTANCE FACTOR IS 1 FOR RISK CATEGORY II FOR THE BUILDING. FOR NON-STRUCTURAL COMPONENTS, REFER TO CHAPTER 13 OF ASCE 7-16 FOR THE APPLICABLE COMPONENT IMPORTANCE FACTOR (Ip), THE COMPONENT AMPLIFICATION FACTOR (ap), THE COMPONENT RESPONSE MODIFICATION FACTOR (Rp), AND THE OVERSTRENGTH FACTOR (Ω). COMPLIANCE WITH THE APPLICABLE WIND AND/OR SEISMIC DESIGN REQUIREMENTS ABOVE SHALL BE DEMONSTRATED IN THE SUBMITTALS FOR THE EQUIPMENT OR COMPONENTS REQUIRED BY THE CONTRACT DOCUMENTS. THE DESIGN OF SEISMIC RESTRAINTS IS A DELEGATED DESIGN RESPONSIBILITY OF THE CONTRACT DOCUMENTS. THE DELEGATED DESIGNER SHALL SOLELY VERIFY THE ADEQUACY OF THE STRUCTURAL COMPONENTS OF THE BUILDING OR STRUCTURE WHERE THE RESTRAINTS WILL BE ATTACHED TO OR ANCHORED. RESTRAINT LOCATIONS SHALL BE DETERMINED SUITABLE BY THE DELEGATED DESIGNER PER THE MEANS AND METHODS THAT WILL NEED TO BE USED FOR THE RESTRAINT INSTALLATION. GRAVITY SUPPORT, SEISMIC AND WIND RESTRAINT 2018 INTERNATIONAL BUILDING CODE, IBC 2018 MINIMUN DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-05) STABILITY DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING & SHORING FOR ALL EQUIPMENTS AND COMPONENTS OR AS REQUIRED FOR THEIR STRUCTURAL SPECIFIC NOTES & DETAILS SHALL TAKE PRECEDENCE OVER THESE NOTES & THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR INFORMATION NOT OPINION, MIGHT ENDANGER THE STABILITY OF THE EQUIPMENT OR SUPPORTING ENGINEER OR OWNERS REPRESENTATIVE OF ANY CONDITION WHICH, IN HIS/HER THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE MECHANICAL/STRUCTURAL CONDITIONS AT THE SITE AND SHALL NOTIFY THE MECHANICAL ENGINEER OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND AISC MANUAL OF STEEL CONSTRUCTION, VOL. II CONNECTIONS THE FOLLOWING DOCUMENTS, THEIR COMMENTARIES AND THE STANDARDS REFERENCED (ACI 318-08) AND COMMENTARY (ACI 318R-08). BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE, (ACI 301-05). BEFORE AND DURING CONSTRUCTION, THE CONTRACTOR SHALL CHECK THE DRAWINGS TO COORDINATE DIMENSIONS, PLACING OF SLEEVES, INSERTS, OPENINGS, ARCHITECTURAL, MECHANICAL, ELECTRICAL, EQUIPMENT AND ALL PROJECT RELATED THE FOLLOWING NOTES APPLY TO ALL DRAWINGS, UNLESS OTHERWISE NOTED. COVERED BY THE NOTES OR THE DRAWINGS. 1) 2018 PUERTO RICO BUILDING CODE, PRBC 2018 4) 5) 2) 3) AWS STRUCTURAL WELDING CODE AISC MANUAL OF STEEL CONSTRUCTION STRUCTURAL STEEL CODES AND DESIGN STANDARDS FOR CONCRETE COMPONENTS B) 3) A) 1) 2) REFERENCES: 1. 7. 6. 5. 4. 3. 2. 1. NOT ALL NOTES INCLUDED HEREIN ARE PART OF THE ORIGINAL SCOPE OF WORK 8. BUT SHALL BE USED IN THE EVENT OF CHANGES OF ANY ADDITIONAL WORK (IF EXISTS, THE MOST STRINGENT BETWEEN THE STRUCTURAL DRAWINGS GENERAL NOTES/DETAILS AND THESE NOTES SHALL TAKE PRECEDENCE) GENERAL STRUCTURAL NOTES FOR MECHANICAL/ELECTRICAL COMPONENTS ANCHORAGES, ETC. THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. STRUCTURE OR CAUSE ANY DISTRESS. TYPICAL DETAILS. REQUIRED. THEREIN, SHALL APPLY TO DESIGN, FABRICATION AND CONSTRUCTION PRACTICES TO BE ADHERED TO WITH TO WITH REGARD TO THE WORK SHOWN ON THE DRAWINGS: (IF EXISTS, STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE) ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS USING THE ELECTRIC 1/4" (ALL AROUND) 1/4" OR 5/16" EXPOSED TO WEATHER 1/4" OR 3/8" EXPOSED TO WEATHER 5/8" UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUMS 4. 3. BOLT DIAMETER WELD SIZE STRUCTURAL STEEL: CLIP ANGLE THICKNESS PLATE THICKNESS A HEAVY HEX NUT A HEAVY HEX STRUCTURAL BOLT A HARDENED STEEL WASHER ONE BOLT ASSEMBLY SHALL CONSIST OF: 2. B) A) C) D) B) A) 1. SHALL APPLY: 5. ARC PROCESS IN ACCORDANCE WITH APPLICABLE PORTIONS OF THE "CODE FOR ARC AND GAS WELDING INBUILDING CONSTRUCTION OF THE AMERICAN WELDING ALL WELDS AND BURNED AREAS SHALL BE CLEANED, PREPARED AND PRIMED AND PAINTED WITH ZINC RICH PRODUCTS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR FABRICATION OF ANY ELEMENT. SOCIETY". (NUMBERS INDICATE INSIDE DIMENSIONS) GOOSENECK HOOD XX" X XX" XXX CFM INDICATES NECK SIZE INDICATES TYPE OF REGISTER ON SCHEDULE INDICATES AIR FLOW INDICATES AIR FLOW INDICATES TYPE OF REGISTER ON SCHEDULE INDICATES NECK SIZE XXX CFM XX" X XX" XX" X XX" XXX CFM INDICATES NECK SIZE INDICATES TYPE OF DIFFUSER ON SCHEDULE INDICATES AIR FLOW INDICATES AIR FLOW XXX CFM XX" X XX" RETURN DIFFUSER SUPPLY REGISTER SR-C RR-C RD-C BACKDRAFT DAMPER COIL WITHIN DUCT INCLINED DROP IN RESPECT TO AIR FLOW INCLINED RISE IN RESPECT TO AIR FLOW TURNING VANES IN DUCT ELBOWS TRANSITIONS: GIVE SIZES. NOTE: F.O.T.-FLAT ON TOP F.O.B.-FLAT ON BOTTOM (IF APPLICABLE) INDICATES TYPE OF DIFFUSER ON SCHEDULE SD-C FLEXIBLE DUCT CONNECTION OPPOSED BLADE DAMPERS SUPPLY DIFFUSER RETURN DIFFUSER INDICATES NECK SIZE ACCESS DOOR OR ACCESS PANEL MOTOR OPERATED DAMPER (PNEUMATIC OR ELECTRIC) RECTANGULAR OR SQUARE DUCT. FIRST NUMBER INDICATES DIMENSION OF SIDE SHOWN.SECOND NUMBER INDICATES SIDE NOT SHOWN. HVAC DRAWING SYMBOLS AIR FLOW (UNDUCTED) AIR FLOW (DUCTED) SUPPLY OR RETURN/ EXHAUST REGISTER GRILLE SUPPLY DUCT TURNING TOWARD VIEWER INDICATES HORIZONTAL DIMENSION INVIEW, SECOND NUMBER INDICATES VERTICAL DIMENSION IN VIEW. RETURN OR EXHAUST DUCT TURNING AWAY FROM VIEWER RETURN OR EXHAUST DUCT TURNING TOWARD VIEWER EXHAUST OR RETURN DUCT SECTION- FIRST NUMBER INDICATES HORIZONTAL DIMENSION IN VIEW, SECOND NUMBER INDICATES VERTICAL DIMENSION IN VIEW. BALANCING (VOLUME) DAMPER FIRE DAMPER: STANDARD BRANCH FOR SUPPLY AND RETURN (NO SPLITTER) VERTICAL POSITION HORIZONTAL POSITION SUPPLY DUCT TURNING AWAY FROM VIEWER SUPPLY DUCT SECTION-FIRST NUMBER INTERNALLY - LINED DUCT VARIABLE FREQUENCY DRIVE AMD XX M OPPOSED BLADE DAMPER (MANUAL OPERATION) OPPOSED BLADE DAMPER (AUTOMATIC OPERATION) DUCT MOUNTED AIR MONITORING DEVICE FT XX FLOW TRANSMITTER VAV DIFFUSER FIRE DAMPER FD AO AI DO DI T TC TEMPERATURE CONTROLLER SUPPLY AIRFLOW EXHAUST AIRFLOW TRANSFER AIRFLOW RETURN AIRFLOW TEMPERATURE TRANSMITTER TT XX SMOKE DETECTOR SD XX DPT XX FV - DIFFERENTIAL PRESSURE TRANSMITTER FLOW CONTROLLER FC FLOW VALVE UNDUCTED AIRFLOW ROOM THERMOSTAT ANALOG OUTPUT ANALOG INPUT DIGITAL OUTPUT DIGITAL INPUT VOLUME BOX CONSTANT VOLUME EXHAUST VALVE HVAC DIAGRAM SYMBOLS REHEAT COIL WELD FILLER MATERIAL, E70XX ELECTRODES STEEL PIPE - FOR STRUCTURAL USE ONLY STEEL SHAPES ANCHOR RODS HIGH STRENGTH BOLTS TUBULAR SECTIONS, GRADE B STEEL PLATES, ANGLES AND BARS. E) I) H) B) D) C) A) ASTM A-53 TYPE E OR S ASTM A992/572, FY=50 KS ASTM A-36 ASTM A-449 ASTM A-500 ASTM A-325 THE FOLLOWING SPECIFICATIONS APPLY TO THE STRUCTURAL STEEL WORK: MATERIALS: 1. EXPANSION ANCHORS J) KWIK BOLT 3 BY HILTI ZINC COATED OR SS AS REQ'D) EPOXY FOR EMBEDMENT K) FOR CONCRETE - HVA ADHESIVE SYSTEM FOR MASONRY - HIT HY20 SYSTEM THREADED RODS G) ASTM A36 EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED A. SUPPLY TEMPERATURE B. RETURN TEMPERATURE C. SUPPLY PRESSURE D. RETURN PRESSURE E. FLOW F. FAN/PUMP MOTOR OPERATING OUTPUT (HZ) CONTRACTOR SHALL PROVIDE AN "AS IS" BALANCING REPORT OF THE SUPPLY (AHU-1, AHU-2), EXHAUST FANS (LABORATORY FANS), CHILLED WATER SYSTEM, REHEAT WATER, VACUUM AND COMPRESSED AIR SYSTEM. THE FOLLOWING PARAMETERS SHALL BE CONSIDERED: BALANCING REPORT SHALL INCLUDE VALUES FROM MAIN SYSTEMS AND ACTUAL CONNECTED LOAD IN ALL FLOORS. CONTRACTOR SHALL BALANCE SUPPLY, EXHAUST, CHILLED WATER AND REHEAT WATER SYSTEMS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. L H1-01 HVAC- NOTES & SYMBOLS DATE: Wednesday, June 11, 2025 6:25 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\H1-01.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC 06/11/25 a DD (UPDATE) L.F.M. H1-02 HVAC- SCHEDULES AND NOTES DATE: Wednesday, June 11, 2025 6:25 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\H1-02.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC 06/11/25 a DD (UPDATE) L.F.M. 1 2 3 4 5 6 7 8 9 1' 2' 3' A A' C B E' G' H' F' D 3' 6' B' AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-C AC-D 8"x4" 8"x6" 8"x4" 6"x6" ER-A 100 CFM 8"x8" 6"x6" ER-A 6"x6" ER-A 6"x6" ER-A 100 CFM F.A. DOWN E.F. DOWN F.A. DOWN 100 CFM 100 CFM AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) KITCHEN HOOD E.F. GREEN ROOM CLASSROOM 116 RESTAURANT 120 FOOD PREP. & KITCHEN 118 STORAGE 117 ARTS EDUCATION CLASSROOM 115 NEW LOBBY 113 PUMP ROOM 112 GENERATOR ROOM 111 STORAGE 109 STORAGE 108 AUDITORIUM 127 BACK OF HOUSE 126 DRESSING ROOM 124 DRESSING ROOM 125 RESTROOM 122 RESTROOM 123 ADA RESTROOM 121 HALLWAY 114 GENDER NEUTRAL RESTROOM 119 STORAGE 104 STORAGE 103 CONCESSION / CAFE 101 VERNACULAR PAVILLION 107 EXISTING LOBBY 100 UPPER LOBBY 110 BATHTROOM 105 BATHTROOM 106 GENDER NEUTRAL RESTROOM 102 H2-01 HVAC- FIRST FLOOR PLAN DATE: Wednesday, June 11, 2025 6:25 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\H2-01.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N SCALE: HVAC - FIRST FLOOR PLAN 1/8"=1'-0" 06/11/25 a DD (UPDATE) L.F.M. WORK LIMITED TO OUTLINED AREA ONLY 1 2 3 4 5 6 7 8 9 1' 2' 3' A A' C B E' G' H' F' D 3' 6' B' AUDITORIUM 127 OFFICE 205 OFFICE 206 OFFICE 204 OFFICE 203 RESTROOM 202 OFFICE 201 ARTS EDUCATION CLASSROOM 207 ARTS EDUCATION CLASSROOM 208 OFFICE 213 OFFICE 214 BATHTROOM 210 BATHTROOM 209 PREAMBLE 212 OFFICE 215 STORAGE 219 GENDER NEUTRAL RESTROOM 217 HAM RADIO ROOM 216 ADMINISTRATIVE OFFICES 218 CLASSROM 220 ARTS EDUCATION CLASSROOM 222 STORAGE 223 STORAGE 224 STORAGE 225 ARTS EDUCATION CLASSROOM 226 PROJECTION ROOM 211 HALLWAY 221 DRESSING ROOM 231 DRESSING ROOM 232 BATHROOM 229 BATHROOM 230 ADA BATHROOM 228 BACK OF HOUSE 227 AC-A AC-A (24,000 BTU/HR) (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-B (12,000 BTU/HR) AC-B (12,000 BTU/HR) AC-B (12,000 BTU/HR) 24"x16" 24"x24" 24"x20" 24"x16" 24"x24" 24"x20" 24"x16" 24"x24" 24"x20" 24"x16" 24"x24" 24"x20" CD-A 500 CFM CD-A 500 CFM CD-A 500 CFM CD-A 500 CFM CD-A 500 CFM CD-A 500 CFM CD-A 500 CFM CD-A 500 CFM CD-A 500 CFM CD-A 500 CFM CD-A 500 CFM CD-A 500 CFM 48"x20" 48"x20" RR-B 26"x10" 600 CFM AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) AC-A (24,000 BTU/HR) 24"x16" 24"x24" 24"x20" CD-A 500 CFM CD-A 500 CFM CD-A 500 CFM CD-A 150 CFM CD-A 150 CFM 12"x10" 12"x10" AC-D AC-C 8"x4" 8"x6" 8"x4" 6"x6" ER-A 100 CFM 8"x8" 6"x6" ER-A 100 CFM 6"x6" ER-A 100 CFM 12"x10" 6"x6" ER-A 100 CFM RR-B 26"x10" 600 CFM RR-B 26"x10" 600 CFM RR-B 26"x10" 600 CFM RR-B 26"x10" 600 CFM RR-B 26"x10" 600 CFM RR-B 26"x10" 600 CFM RR-B 18"x18" 600 CFM RR-B 18"x18" 600 CFM 24"x8" AC-A AC-A (24,000 BTU/HR) (24,000 BTU/HR) AC-B (12,000 BTU/HR) AC-B (12,000 BTU/HR) EF H2-02 HVAC - SECOND FLOOR PLAN DATE: Wednesday, June 11, 2025 6:25 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\H2-02.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N SCALE: HVAC - SECOND FLOOR PLAN 1/8"=1'-0" 06/11/25 a DD (UPDATE) L.F.M. WORK LIMITED TO OUTLINED AREA ONLY 1 2 3 4 5 6 7 8 9 1' 2' 3' A A' C B E' G' H' F' D 3' 6' B' SMOKE VENT SV-01 SMOKE VENT SV-01 AHU-02 CU-02 MUA-01 CU-02 MUACU-01 AHU-01 MUACU-02 MUACU-02 EF-02 EF-01 SMOKE VENT SV-01 SMOKE VENT SV-01 UTILITY / EQUIPMENT ROOM 302 COVERED PAVILION 303 COVERED WALKWAY 301 COMMUNITY GARDEN 300 H2-03 HVAC - THIRD FLOOR PLAN DATE: Wednesday, June 11, 2025 6:25 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\H2-03.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N SCALE: HVAC - THIRD FLOOR PLAN 1/8"=1'-0" 06/11/25 a DD (UPDATE) L.F.M. DIFFUSER HUNG CEILING DUCT HANGER BAND ROD DUCT (2) PLASTIC FLEXIBLE INSULATED INSULATION DUCT BAND COLLAR (2) PLASTIC BAND NUT ANGLE DUCT LOCKING THREADED ROD BAND RECTANGULAR DUCT BELOW METAL DECK BELOW METAL DECK ROUND DUCT WHERE APPLIES INSULATION ROD NUT THREADED LOCKING METAL STRAP WHERE APPLIES INSULATION WHERE APPLIES INSULATION VARIES CLIP RETAINING JOIST C-CLAMP DUCT SEE DWGS VARIES JOIST RETAINING CLIP C-CLAMP NTS 4 H3-01 DUCT SUPPORT DETAIL NTS 2 H3-01 TYPICAL RECTANGULAR ELBOW 3 1/4" 2 VANES MIN.24 GA 2 R =1" R =2 1/4" 2 1/4" (LESS THAN 20") SMALL ELBOW 1 1/8" LARGE ELBOW (20" AND LARGER) 1 R =2" R =4 1/2" 1 VANES MIN.26 GA W W 2W IS OPTIONAL STATIONARY SPLITTER 15°MAX 1'-0"MIN. AIR FLOW 1'-0"MIN. AIR FLOW 30°MAX AIR FLOW RECTANGULAR DUCT ROUND DUCT 1'-0"MIN. SLOPE NOT TO EXCEED 1" IN 4" 45° "C" OPPOSED BLADE C = 1/4 A, 4" MIN. DIMENSIONAL RELATIONS: AIR FLOW "A" DAMPER NTS 3 H3-01 BRANCH DUCT DETAIL RECTANGULAR NTS 1 H3-01 TYPICAL DUCT TRANSITION DETAIL NTS 5 H3-01 SUPPLY DIFFUSER DUCT WORK CONNECTION CONCRETE CURB AND FLASHING DRAWINGS SEE ARCHITECTURAL ROOF FLASHING CAULK FOR SOUND AND WATER PROOFING ALL AROUND TREATED WOOD OR FROM STRUCTURE SUPPORTED INDEPENDENTLY SHEET METAL DUCT HEAVY GAUGE (#16 MIN.) ALUMINUM SHEATH PROTECTION ROOF DECK INSULATED NOT INSULATED GAGE: 16 ALL WELDED MINIMUM COUNTER FLASHING. GALVANIZED STEEL ROOF INSULATION S.S. WORM GEAR DRIVE & BAND CLAMP. NOTE: 1- ALL WELDED JOINTS SHALL BE TREATED WITH A COMPATIBLE ANTICORROSION COATING FOR GALVANIZED SURFACES. 8" MIN. SILICON FIRE STOP SEALANT (DOW CORNING 2000) ALL AROUND INSULATION WITH EXPOSED DUCT NTS 6 H3-01 DUCT ACROSS ROOF DECK H3-01 HVAC DETAILS DATE: Wednesday, June 11, 2025 6:25 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\H3-01.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC 06/11/25 a DD (UPDATE) L.F.M. 1 2 3 4 5 6 7 8 9 1' 2' 3' A A' C B E' G' H' F' D 3' 6' B' 1-1/2" CW 1-1/2" HW 2" CW 1-1/2" HW K-12634 MORNINGSIDE C_LAVATORY VITREOUS CHINA M2-01 PIPING- FIRST FLOOR PLAN DATE: Wednesday, June 11, 2025 6:25 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\M2-01.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N SCALE: PIPING - FIRST FLOOR PLAN 1/8"=1'-0" 06/11/25 a DD (UPDATE) L.F.M. 17'-7" 1 2 3 4 5 6 7 8 9 1' 2' 3' A A' C B E' G' H' F' D 15'-10 1/8" 17'-7" 6'-7" 14'-5 9/16" 9'-7 1/16" 7'-4" 7'-5 7/16"(*) 25'-6 3/8" 26'-9 3/8" 17'-6 13/16" 17'-7 1/16" 17'-7 1/16" 17'-7 1/16" 10'-5" 16'-6 11/16" 5'-11"(*) 18'-8" 15'-4" 3' 6' B' 1-1/2"CW DN TO 1ST FL. 1-1/2"HW DN TO 1ST FL. 1-1/2"HW DN TO 1ST FL. 1-1/2"CW DN TO 1ST FL. K-12634 MORNINGSIDE C_LAVATORY VITREOUS CHINA K-12634 MORNINGSIDE C_LAVATORY VITREOUS CHINA M2-02 PIPING - SECOND FLOOR PLAN DATE: Wednesday, June 11, 2025 6:24 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\M2-02.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N SCALE: PIPING - SECOND FLOOR PLAN 1/8"=1'-0" 06/11/25 a DD (UPDATE) L.F.M. 1 2 3 4 5 6 7 8 9 1' 2' 3' A A' C B E' G' H' F' D 3' 6' B' M2-03 PIPING - THIRD FLOOR PLAN DATE: Wednesday, June 11, 2025 6:25 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\M2-03.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N SCALE: PIPING - THIRD FLOOR PLAN 1/8"=1'-0" 06/11/25 a DD (UPDATE) L.F.M. BOOSTER PUMP SYSTEM EQUIPMENT LEGEND DESCRIPTION REMARK 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 PART OF EQUIPMENT VERTICAL MULTISTAGE DIFFUSER PUMP MODEL 6LM6 WITH 15 HP 3 PH/60 HZ/460 V MOTOR 2" SUCTION VALVE 4" SUCTION STRAINER AND FOOT VALVE SUCTION LINE 3" NON-SLAM CHECK VALVE MOD. 170 HYDROCUMULATOR TANK 3/4" HOSE BIBB WITH BACKFLOW PREVENTER MAIN DOMESTIC HEADER 4" TEMPERATURE PROBE PURGE VALVE 3/8" PRESSURE GAUGE PUMP DISCHARGE 0-300 PSI PRESSURE GAUGE SYSTEM 0-300 PSI PRESSURE GAUGE HYDROCUMULATOR 0-300 PSI PRESSURE GAUGE, FEET LINE 0-300 PSI 3" SWING CHECK VALVES PRESSURE SWITCH (LEAD PUMP) PART OF EQUIPMENT CONTRACTOR PART OF EQUIPMENT PART OF EQUIPMENT PART OF EQUIPMENT PART OF EQUIPMENT PART OF EQUIPMENT PART OF EQUIPMENT PART OF EQUIPMENT CONTRACTOR PART OF EQUIPMENT PART OF EQUIPMENT PART OF EQUIPMENT PART OF EQUIPMENT PART OF EQUIPMENT S P P S S P PS P WATER AIR P 18 2" 2 9 1 5 10 11 24 10 11 24 9 2 5 18 1 3" 3" 10 11 24 5 1 2 9 18 3" 16 14 4 23 13 6 (1) NEMA 12 LOW AND HIGH LEVEL ALARM PANEL. (1) 2" FLOAT VALVE EPOXY COATED. (1) 4" SUCTION STRAINER AND FOOT VALVE. ALARM, WITH PROBE HOLDER, SUSPENSION TIPS AND SUSPENSION WIRE. (2) WARRICK ELECTRODE CONTROLS FOR LOW LEVEL AND HIGH LEVEL ACCESSORIES SPARE PARTS AND A GOOD SERVICE ORGANIZATION SHALL NOT BE ACCEPTABLE. EQUIPMENT WHICH IS NOT PROPERLY REPRESENTED IN PUERTO RICO AND BACKED UP WITH SPARE PARTS AND MAINTENANCE SERVICES FURNISH TO OWNER FOUR (4) SETS OF INSTALLATION, OPERATION AND MAINTENANCE MANUALS. INSTRUCTION MANUALS JOBSITE TO CHECK INSTALLATION AND START-UP AND INSTRUCT OPERATING PERSONNEL. THE SERVICE OF A FACTORY TRAINED REPRESENTATIVE SHALL BE MADE AVAILABLE ON THE START-UP SERVICE OR CONSTRUCTION. FOR A PERIOD OF ONE YEAR FROM DATE OF SHIPMENT AGAINST DEFECT IN DESIGN, MATERIAL, THE SYNCROFLO PUMPING SYSTEM SHALL BE GUARANTEED IN WRITING BY THE MANUFACTURER GUARANTEE OF CONTROL PANEL, WITH WIRING DIAGRAM, SEQUENCING DATA, INSTRUMENTATION AND ALARMS. CURVES, INDIVIDUAL COMPUTER DATA SHEETS, SYSTEM DRAWINGS, AND COMPLETE DESCRIPTION THE SUBMITTAL DATA FOR THE PUMPING SYSTEM SHALL INCLUDE, BUT NOT LIMITED TO: PUMP SUBMITTAL DATA JOBSITE TO CHECK INSTALLATION AND START-UP AND INSTRUCT OPERATING PERSONNEL. THE SERVICE OF A FACTORY TRAINED REPRESENTATIVE SHALL BE MADE AVAILABLE ON THE START-UP SERVICE DESIGN, MATERIALS, OR CONSTRUCTION. MANUFACTURER FOR A PERIOD OF ONE YEAR FROM DATE OF SHIPMENT AGAINST DEFECTS IN THE SYNCROFLO WATER PRESSURE BOOSTER SYSTEM SHALL BE GUARANTEED IN WRITING BY THE GUARANTEE panel mounted. SWITCHES, AS WELL AS THE SYSTEM AND SUCTION PRESSURE GAUGES, SHALL BE CONTROL LOW SYSTEM PRESSURE TO ACTIVATE THE MANUAL RESET ALARM SYSTEM. ALL PRESSURE EACH PUMP SYSTEM, AND SUCTION PRESSURE. INCLUDE PRESSURE SWITCHES FOR ABNORMALLY PURGE VALVE. INCLUDE INDIVIDUAL 4 1/2" ASA GRADE A PRESSURE GAUGES FOR INDICATING EACH PUMP SHALL HAVE ANTI-VIBRATION PADS, A TEMPERATURE PROBE, AND AN ELECTRIC INSTRUMENTATION AND EMERGENCY CONTROLS SHALL HAVE THE UL LISTING MARK FOR INDUSTRIAL CONTROL PANELS. STRANDED, A.W.G. WITH A MINIMUM INSULATION OF 90 DEGREES C. THE COMPLETE ASSEMBLY COMPONENT SHALL BE LABELED ACCORDINGLY. ALL INTERNAL WIRING SHALL BE COPPER ELECTRICAL CODE. ALL CONTROL WIRES SHALL BE INDIVIDUALLY NUMBERED AND EACH INTERNALLY PREWIRED AND TESTED IN ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL LIGHT, AND MULTIPLE POSITION SELECTOR SWITCH. ALL OF THE ABOVE SHALL BE FACTORY OPERATING HANDLE, A MAGNETIC STARTER WITH 3-LEG OVERLOAD PROTECTION, A RUNNING NECESSARY CONTROLS. INCLUDE FOR EACH PUMP A FUSED DISCONNECT SWITCH WITH EXTERNAL SWITCH, INDICATING LIGHTS, MANUAL ALTERNATOR, AUDIO-VISUAL ALARM SYSTEM, AND OTHER CONTROL COMPONENTS AND INCLUDE 115 V CONTROL TRANSFORMER WITH CONTROL POWER SHALL BE STEEL AND FURNISHED WITH AN INDUSTRIAL GRADE ENAMEL. IT SHALL HOUSE ALL FURNISH A SINGLE ENCLOSURE SYNCROFLO POWER AND CONTROL PANEL NEMA 1. ENCLOSURE POWER AND CONTROL PANEL TO ASSURE CONSTANT SYSTEM PRESSURE AND PREVENT LEAKS BACK TO SUCTION. TANK SHALL BE BETWEEN THE PUMP CHECK VALVE (S) AND PRESSURE REGULATING VALVE (S) THE TANK SHALL BE LOCATED WITH THE PUMPS AND THE FEEDLINE CONNECTION (S) FROM THE DISCHARGE LINE WITH 1 1/4" FEEDLINE PIPING AND ISOLATION VALVE (S). IN ADDITION, PROVIDE A SPRING LOADED, NON-SLAM SILENT CHECK VALVE ON EACH PUMP tank. WHILE MAXIMIZING THE AMOUNT OF STORED WATER AVAILABLE FROM THE HYDROCUMULATOR SUCH A WAY AS TO PREVENT HIGH FLOW RATE SHUTDOWNS AND LEAD PUMP SHORT CYCLING AUTOMATICALLY CONTROL LEAD PUMP ON-OFF OPERATION. THESE CONTROLS SHALL OPERATE IN PROVIDE A PRESSURE SWITCH, A MAXI-STORE FLOW SWITCH, AND A TIME DELAY RELAY TO WATER WITH THE SCHEDULED PUMP AND DESIGN CONDITIONS. CONDITIONS. THE TANK SHALL BE CAPABLE OF STORING A MINIMUM OF 40 GALLONS OF USABLE FED AND CAPABLE OF 100% DRAW DOWN. TANK SHALL SHIP PRECHARGED TO THE PROPER DESIGN THE METAL WALLS OF THE TANK. IN ADDITION THE HYDROCUMULATOR TANK SHALL BE BOTTOM FLEXIBLE MEMBRANE TO SEPARATE AIR AND WATER. NO WATER SHALL COME IN CONTACT WITH VALVE, AN AIR FILL VALVE, AN AIR PRESSURE GAUGE, A DRAIN VALVE, AND A REPLACEABLE SYNCROFLO HYDROCUMULATOR TANK. CONSTRUCTION FEATURES SHALL INCLUDE AN ASME RELIEF PROVIDE A FACTORY PRECHARGED, ASME CODE AND NB STAMPED, 50 GALLON 150 PSIG RATED LEAD PUMP SHUTDOWN CONTROLS PRESSURE SWITCHES. THE LAG PUMPS SHALL BE SEQUENCED ON AND OFF BY FACTORY SET, DIRECT SENSING, 71 TO 105 GPM .................. PUMPS NO. 1, 2 & 3 SHALL RUN TOGETHER. 36 TO 70 GPM .................. PUMPS NO. 1 AND NO. 2 SHALL RUN TOGETHER. 0 TO 35 GPM .................. PUMP NO. 1 ONLY SHALL RUN. PUMP SEQUENCING NEOPRENE FLEXIBLE CONNECTORS SHALL BE FURNISHED AT EACH PUMP DISCHARGE LINE. PRESSURE PLUS MAXIMUM SUCTION PRESSURE. DIAPHRAGM WASHER. THE VALVE BODY SHALL BE SUITABLE FOR OPERATION AT MAXIMUM PUMP WITH EPOXY COATED COVER AND BRASS OR EPOXY COATED DISC GUIDE, DISC RETAINER, AND PRESSURE REGULATING VALVES ON EACH BUILDING RISER. VALVE BODY SHALL BE CAST IRON CONSTANT SYSTEM PRESSURE SHALL BE MAINTAINED BY PILOT OPERATED DIAPHRAGM TYPE, PRESSURE REGULATING VALVES WITHIN THE NAMEPLATE HORSE POWER AT ANY POINT ON THE PUMP CAPACITY HEAD CURVE. PROOF VERTICAL SOLID SHAFT MOTOR. EACH MOTOR SHALL MEET NEMA STANDARDS AND OPERATE PUMPS SHALL BE DRIVEN BY 5 HP, 460 VOLT, 60 HERTZ, 3 PHASE, 3500 RPM, OPEN DRIP MOTORS GENERAL FURNISH AND INSTALL A PREFABRICATED IRONHEART HORIZONTAL THREE PUMP WATER PRESSURE BOOSTER SYSTEM AS DESIGNED AND MANUFACTURED BY SYNCROFLO, INC., NORCROSS, GEORGIA. THE SYSTEM SHALL BE CAPABLE OF AUTOMATICALLY PROVIDING A MINIMUM SYSTEM PRESSURE OF 70 PSIG WHILE SUPPLYING A FLOW RATE FROM 0 TO 100 GPM WITH A SUCTION LIFT OF 10 PSIG MINIMUM, 10 PSIG MAXIMUM. SYSTEM SHALL AUTOMATICALLY PROVIDE COMPLETE PUMP SHUTDOWN DURING LOW FLOW CONDITIONS WHILE MAINTAINING MINIMUM SYSTEM PRESSURE. THE SYSTEM SHALL AUTOMATICALLY STORE A MINIMUM OF 40 GALLONS OF USABLE WATER TO MAINTAIN SYSTEM PRESSURE WHEN OPERATING AT MINIMUM SUCTION PRESSURE. PUMPS THE PUMPS SHALL BE SYNCROFLO CONSTANT SPEED VERTICAL MULTI-STAGE DIFFUSER PUMPS WITH STAINLESS STEEL SHAFTS, STAINLESS STEEL IMPELLERS, AND A TUNGSTEN CARBIDE MECHANICAL SEAL. PUMPS SHALL BE MODEL 6LM6 RATED 35 GPM AT 162 FT (70 PSIG). TDH. WATER PRESSURE BOOSTER SYSTEM SPECIFICATIONS 26 CISTERN BOOSTER PUMP PACKAGE WATER PRESSURE BOOSTER SYSTEM SCHEMATIC NOT TO SCALE SLOPE FIRE RESERVE LEVEL HIGH LEVEL ALARM SLOPE +0'-6" A.F.F. 29 21 22 23 24 28 25 26 27 20 18 19 17 30"x30" WATERTIGHT ACCESS DOOR CONTRACTOR 6"Ø VENT W/INSECT SCREEN (PVC) NEOPRENE FLEXIBLE CONNECTOR 3" ORIFICE CHECK VALVE 1 1/2" POWER AND CONTROL PANEL GATE SHUT/OFF VALVE 3" FLOAT VALVE WATER LEVEL CONTROL MAXI-STORE FLOW SWITCH 4" OVER FLOW W/INSECT SCREEN BUTTERFLY VALVE DISCHARGE VALVE 2" PRESSURE SWITCH (LAG PUMP) PART OF EQUIPMENT PART OF EQUIPMENT PART OF EQUIPMENT PART OF EQUIPMENT PART OF EQUIPMENT PART OF EQUIPMENT CONTRACTOR PART OF EQUIPMENT PART OF EQUIPMENT PART OF EQUIPMENT REMARK DESCRIPTION LEGEND CONTRACTOR CONTRACTOR LEVEL-1 ROOF 27 29 LOW LEVEL ALARM SLOPE CISTERN 27 29 COMMON 26 LOW LEVEL ALARM FIRE RESERVER LEVEL NORMAL LEVEL HIGH LEVEL ALARM SLOPE MODULE NO.1 PIT METER N.C. 4" LEVEL-2 MODULE NO.1 LEVEL-1 TOILETS TOILETS 30 30 PRESSURE REDUCING VALVE 31 30 32 33 BACKFLOW PREVENTER 24"x24" SLUICE GATE VALVE AS MANUF. BY RODNEY HUNT OPERATING STEM WITH FLOORSTAND AND STEMGUIDE CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR TOILETS 7 19 PI PS 12 4" 4" 22 29 20 2" 2" 4" 3" 19 +0'-0" 31 34 31 NORMAL LEVEL +0'-0" 3" 19 4"Ø PIPE SLEEVE (VENT.) 34 34 3 3" 3" 3" 4" 33 3/4" 3" 3 TOILETS 2" 2" M4-01 POTABLE WATER SYSTEM DATE: Wednesday, June 11, 2025 6:24 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\M4-01.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC 06/11/25 abcde0123456789 10 11 12 13 14 ABCDE DD (UPDATE) L.F.M. K-12634 MORNINGSIDE C_LAVATORY VITREOUS CHINA 1 2 3 4 5 6 7 8 9 1' 2' 3' A A' C B E' G' H' F' D 3' 6' B' 4" SAN 3" SAN 2" SAN P-5S P-1F P-2 P-1FH 2" FD-A P-5S 2" SAN 4" CO-A 2" SAN 2" FD-A 4" SAN 2" VTR 2" SAN P-5S 4" CO-A 1-1/2" VTR 1-1/2" VTR 2" SAN 2" FD-A 1-1/2" VTR 4" CO-A SLOPE=0.01 P-1FH 4" CO-A 4" SAN SLOPE=0.01 3" SAN 2" FD-A 2" V 2" V (3) P-2 (3) P-2 P-1FH 4" CO-A 4" SAN 3" SAN 2" FD-A 2" V 2" V SLOPE=0.01 4" SAN (2) P-1F (2) P-1F 3" SAN 3" SAN 4" SAN 3" SAN 3" SAN 2" SAN 2" SAN FOR CONT. REFER TO CIVIL DWG. FOR CONT. REFER TO CIVIL DWG. 2" VTR 2" VTR 1-1/2" VTR 1-1/2" VTR 1-1/2" VTR 1-1/4" V P-2 P-2 2" SAN 3" SAN UP TO 2ND FL. UP TO 2ND FL. P2-01 PLUMBING- FIRST FLOOR PLAN DATE: Wednesday, June 11, 2025 6:24 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\P2-01.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N SCALE: PLUMBING - FIRST FLOOR PLAN 1/8"=1'-0" 06/11/25 a DD (UPDATE) L.F.M. K-12634 MORNINGSIDE C_LAVATORY VITREOUS CHINA K-12634 MORNINGSIDE C_LAVATORY VITREOUS CHINA 17'-7" 1 2 3 4 5 6 7 8 9 1' 2' 3' A A' C B E' G' H' F' D 15'-10 1/8" 17'-7" 6'-7" 14'-5 9/16" 9'-7 1/16" 7'-4" 7'-5 7/16"(*) 25'-6 3/8" 26'-9 3/8" 17'-6 13/16" 17'-7 1/16" 17'-7 1/16" 17'-7 1/16" 10'-5" 16'-6 11/16" 5'-11"(*) 18'-8" 15'-4" 3' 6' B' 1-1/2" VTR 2" SAN P-5S P-1F P-2 P-1FH 2" FD-A P-5S 2" SAN 2" SAN 2" FD-A 4" SAN 2" VTR 2" SAN P-5S 4" CO-A 1-1/2" VTR 1-1/2" VTR 2" SAN 2" FD-A 1-1/2" VTR SLOPE=0.01 P-1FH 3" CO-A 3" SAN SLOPE=0.01 3" SAN 2" FD-A 2" V 2" V (3) P-2 (3) P-2 P-1FH 3" CO-A 3" SAN 3" SAN 2" FD-A 2" V 2" V SLOPE=0.01 3" SAN (2) P-1F (2) P-1F 3" SAN 3" SAN 3" SAN 3" SAN 3" SAN 2" SAN 2" SAN 2" VTR 2" VTR 1-1/2" VTR P-2 P-2 1-1/4" V DN. TO 1ST FLOOR 4" SAN DN TO 1ST FL. P2-02 PLUMBING - SECOND FLOOR PLAN DATE: Wednesday, June 11, 2025 6:24 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\P2-02.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N SCALE: PLUMBING - SECOND FLOOR PLAN 1/8"=1'-0" 06/11/25 a DD (UPDATE) L.F.M. 1 2 3 4 5 6 7 8 9 1' 2' 3' A A' C B E' G' H' F' D 3' 6' B' P2-03 PLUMBING - THIRD FLOOR PLAN DATE: Wednesday, June 11, 2025 6:25 PM USER: Giancarlo Vega Torres FILE: C:\DM WORKSPACE\21192\CHECKOUT\P2-03.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N SCALE: PLUMBING - THIRD FLOOR PLAN 1/8"=1'-0" 06/11/25 a DD (UPDATE) L.F.M.