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NOTES A. GENERAL .- 7. ALL CONSTRUCTION SHALL CONFORM TO MOST RECENT VERSTON OF [BC) UNLESS MORE STRINGENT REQUIREMENTS ARLE REQUIRED [N THE PLANS AND S'PECTFICATIONS:. &. THE’ CONTRACTOR SHALL VERIFY [N THE FIELD ALL CONDITIONS, ELLEVATIONS AND DIMENSIONS BEFORE STARTING WORK. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTTFTLD IMMEDIATELY [F’ ANY DISCREPANCTES' ARE’ FOUND. 3. LHE CONTRACTOR SHALL INFORM THE E'NGINEER [N WRITING OF ANY DISCREPANCTES OR OMISSIONS NOTED ON THE’ DRAWINGS OR LN THE SPECTFICATIONS OR OF ANY VARIATIONS NEEDED [N ORDER TO CONFORM TO CODES, RULES’ AND REGULATIONS. UPON RECETPT OF SUCH INFORMATION, THE ENGINEER WILL SEND WRITTEN [INSTRUCTIONS TO ALL CONCERNED AND WORK SHALL BE PERFORMED [N A MANNER AS DIRECTED BY THE ENGINEER. ANY SUCH DISCREPANCY, OMTS'STON, OR VARTATION NOT REPORTED, SHALL BE THE RES'PONSTEILITY OF THE CONTRACTOR. 4. THE CONTRACT DOCUMENTS REPRESE'NT THE FTNISH STRUCTURE: THEY DO NOT [INDICATE METHOD OF CONSTRUCTION. &. LIT SHALL BE THE RES'PONSTLILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY BRACES, SHORES AND CUYS, WHEREVER NECESSARY TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED DURING CONSTRUCTION, [NCLUDING EL'RECTION LQUTPME'NT AND LTS’ OPERATION. THIS’ TEMPORARY SUPPORT SYSTEM SHALL HOLD ALL ELEME'NTS' AND MEMBERS [N THETR FINAL POSTTION UNTIL TOTALLY AND FINALLY CONNECTED TO THE PERMANENT BRACTNG LLEMENTS. 6. THE’ TYPICAL NOTES AND DETAILS SHALL APPLY [N ALL CASES ONLES'S SPECTHIC DETAILS OCCUR ELSEWHERE: WHERE NO DETAIL SS’ SHOWN, CONSTRUCTION SHALL BE AS’ FOR STMILAR WORK: B._RETNFORCING STEEL FOR CONCRETE’ AND MASONRY: 7. RETNFORCTING BARS: ASTM A675, CRADLE 60. ALL RETNFORCTNC STELLZ [HAT LS’ TO BE’ WELDED SHALL CONFORM TO ASTM A706, ONLES'S OTHERWISE NOTED ON PLANS. &. WELDED WIRE FABRIC! ASTM A785. 3 MINIMUM SPLICE LENGTHS, UNLESS DETAILED OTHERWISE: @ WELDED WIRE FABRIC SHALL BE SPLICED WITH A MINIMUM LAP OF 12 [NCHES. 4. MINIMUM CLEARANCE BETWEEN RETNFORCTNG AND FACE OF CONCRETE SHALL BE AS FOLLOWS (UNLESS SHOWN OTHERWISE): CONCRETE BELOW CRADE (CAST AGAINST SOIL) = 3” CONCRETE BELOW CRADE (FORMED) = 2° CONCRETE WALLS EXPOSED TO WEATHER = 1-1/2" CONCRETE WALLS, [INTERIOR WALLS = 8/4” CONCRETE SLAB (STRUCTURAL) = 8/4” CONCRETE BEAMS AND COLUMNS = 1-1/2’ MS AH XR &. SPLICES' [N COLUMNS AND BEAMS SHALL OCCUR ONLY WHERE DETAILED. SPLICES [N CONTINUOUS CRADE BEAMS SHALL OCCUR AT 1/3 SPAN. CONTACT STRUCTURAL ENGINEER [F CLARIFICATION LS’ NEEDED. 6. SPLICES' [N HORIZONTAL WALL RETNFORCEME'NT SHALL BE STAGGERED 3’—0” MINIMUM FROM SPLICE CENTERLINE, WHERE WALLS HAVE’ [TWO LAYERS OF RETNFORCTING, SPLICES' SHALL NOT OCCUR /N THE SAME’ LOCATION. 7. ALL RETNFORCTING S'HALL BE’ ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE LS PLACED AND SHALL BE’ SECURED AGAINST DISPLACEMENT WITHIN PERMITTED TOLERANCE, CLEARANCE FOR REBAR SHALL BE SHOWN [N DETAIL OR CALLED [N NOTES: TOLERANCE SHALL BE AS’ PER ACT 878. @. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPE'NINGS' [N THE CONCRETE MEMBERS BEFORE PLACING CONCRETE: DO NOT CUT ANY RETNFORCTNG WHICH MAY CONFLICT. CORING [N CONCRETE LS’ NOT PERMITTED EXCEPT WHERE SHOWN ON DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. D___NON-SHRINK GROUT OR DRYPACK: 7. NON-SHRINK GROUT OR DRYPACK SHALL CONSTST OF A PREMIXED NON-METALLIC FORMOLA. &. MINIMUM FORMULA REQUIREMENTS. @ NO SHRINKAGE AFTER PLACEMENT. PARCEL No. 13, CROWNBAY FILL , ST. THOMAS, USVI SCOPE OF WORK - Repair hurricane damaged 4,000 sq.ft. single story steel frame structure. - Work to include: - Removal of damaged materials. - Replace/repair damaged roof framing and panels. - Replace/repair damaged wall panels and girts. - Minor repairs to CMU walls - Work does not include any earth change activities or modification of existing footprint. PROJECT SUMMARY PROJECT ADDRESS: Parcel Number: 13 Crown Bay Fill St. Thomas, US Virgin Islands OWNER: Government of the Virgin Islands/CZM Second Floor VIYA building St. Thomas, USVI 00803 PERMIT APPLICANT: Assetco Leasing, Inc. P.O. Box 3770 St. Thomas, USVI 00802 340-642-2885 ZONING: Commercial (C) F.E.M.A. FLOOD ZONE DESIGNATION: AO LOT SIZE: .18 acre (7,831 sq.ft ) SHEET INDEX PAGE C1: COVER SHEET PAGE SP1: SITE PLAN PAGE Al: FLOOR PLAN PAGE A2: ELEVATIONS - EXISTING PAGE A3: ELEVATIONS - REPAIRED PAGE S1: SECTION PARCEL 13 , CROWN BAY FILL: POST HURRICANE ARIEL PHOTO PROJECT TITLE: PARCEL No. 13 CROWN BAY FILL BUILDING REPAIRS OWNER/DEVELOPER: ASSETCO LEASING, INC. P.O. BOX 3770 ST. THOMAS, USVI, 00802 340-642-2885 CERTIFYING ENGINEER: WAYNE CALWOOD N& D. a) DRAWING TITLE: COVER PAGE 24x36D PLOT DATE: 1-13-2022 SHEET NO: C1 PARCEL No. 5 ESTATE CONTANT (A3—39-T39) LOADING RAMP N89°52'20°E 68.23 (M) PARCEL No. 4 rCSTATE CONTANT NOTES: General scope of work: - Repair hurricane damaged 4,000 sq.ft. single story steel frame structure. Work to include: - Removal of damaged materials. - Replace missing or damaged roof panels and framing. - Replace missing or damaged wall panels and girts. - Minor repairs to CMU walls - Work does not include any earth change activities or modification of existing footprint. Employee Parking: - Employees: Less than (5) aa, CONCRETE PENCE b —— - Required parking for (5) or fewer —— —_ employees: (1) . - Proposed employee parking spaces (1) GATE _—~ PARCEL Customer Parking: - Sales area: 1,000 sq.ft. ———$ LINE - (1) customer parking space required for every (500) sq.ft. of sales area. | - Proposed customer parking spaces: (2) ~ — TANK —“_. _—— STORAGE ~ AREA Setbacks: - Zoned (C) Commercial. No setbacks required. Earth Change Activities: - No earth change activities proposed. - No modification to existing storm water flow, drainage, or erosion control systems proposed. Potable Water Storage & Supply: - Existing structure is connected to public potable water system (WAPA) - There is no cistern located on the property. R \ PLING PARCEL me | Sewage: - Existing structure is connected to public sewer line. LOADING AREA S03°19710"E 138.36’ (M) OPEN DRAINAGE GU TTER STEEL Le | Landscaping: =< - Property is devoid of trees or other vegetation - No land clearing activities are proposed. GRAVEL DRIVEWAY | Topography: - Contours are shown at 2' intervals OO Base Flood Elevation: 2' ROLLING | GATE | woproxmate. CONCRETE | STEPS R.O.W. LINE | PARCEL No. 3 CROWN BAY FILL \ PARCEL No. 13 | CROWN BAY FILL | PROJECT TITLE: PARCEL No. 13 CROWN BAY FILL BUILDING REPAIRS AREA=7,896.17 SQ.FT. | (D9-2247-T82) (0.18 ACRE) : OPEN DRAINAGE GU TTER PARCEL No. 12 CROWN BAY FILL SEWER pot. WATER ELECT. OWNER/DEVELOPER: CONN. 4G! \ SERVICE ““_ | CONCRETE | DRIVEWAY ASSETCO LEASING, INC. P.O. BOX 3770 ST. THOMAS, USVI, 00802 CN a O he) = PUBLIC WAPA WAPA é <= ne) De) € CONCRETE WALL | Le | ae , | | 340-642-2885 BUILDING CERTIFYING ENGINEER: WAYNE CALWOOD | | | | PARKING IX! i |STAGING & | Nn | MATERIAL _\~ / STORAGE. _.—.+°— — -exceweNT UNE) \ \ STORMWATER FLOW NO6 LEGEND L] CONCRETE MONUMENT FOUND © BOUND POST FOUND Z\ UNMARKED POINT ov OVERHEAD UTILITY LINES UTILITY POLE @ BOUND POST SET @ ELECTRIC METER O FENCE POST @ WATER VALVE © WATER METER @ VENT PIPE © MANHOLE ©—¢ STREET LIGHT DRAWING TITLE: SITE PLAN b SIGN “) MEASURED «) RECORDED 24x36D + 45.2 SPOT ELEVATION PLOT DATE: 1-13-2022 SHEET NO: SP 1 SITE PLAN SCALE: 1"=10' \ —\/ \ — — + - V | OPEN GUTTER | 5-10" | OO'-O" 25-3" | 6-0! 2A'-C | t_ | V GEN. He G'-8' a A'_8" a A'_0)" 7 = ———— A ee _ HX a YX | yy 29'-G' WAREHOUSE OFFICE | 5'-| 0" vee ies 4.4 “a ttatte gts at eta Et : REPAIR MINOR DAMAGE TO NON-LOAD BEARING CMU WALL | -O' WAREHOUSE k | 2!-2" BREAK ROOM OFFICE | 2-3 | | 6) 37-o" REMOVE DAMAGED INTERIOR WOOD FRAMED WALLS AND REPLACE WITH NEW METAL STUD WALLS ee y OFFICE 20-0 REPLACE DAMAGED 16' x 10' ROLLDOWN DOOR wv 20!-0' tet, were ar Joe ace or ae 32?'-G" SALES AREA HL 26-0" PLANTER —~tos\ p= tr ELECT. SERVICE i 20-0" | 9'_C)" IE ate A ys “seca (1443 | 3'-O! NM AK TANK STORAGE AREA SCALE LOADING AREA \ 4Q0-O f—— 10-5" *K *K *K *K *K 23-0 *K *K *K FLOOR PLAN SCALE: 1/4" =1"' | 7'-3" WALKWAY 25'-9" PROJECT TITLE: PARCEL No. 13 CROWN BAY FILL BUILDING REPAIRS OWNER/DEVELOPER: ASSETCO LEASING, INC. P.O. BOX 3770 ST. THOMAS, USVI, 00802 340-642-2885 CERTIFYING ENGINEER: WAYNE CALWOOD DRAWING TITLE: FLOOR PLAN 24x36D PLOT DATE: 1-13-2022 SHEET NO: At REPLACE ANY MISSING OR DAMAGED EXISTING ROOF PANELS/ PURLINS ROOF PANELS/ PURLINS | EE OE OE ‘ REPLACE ANY MISSING | OR DAMAGED WALL PANELS/ GIRTS oe NS | COLUMNS REPLACE ANY MISSING | REPLACE DAMAGED OR DAMAGED DOOR FRAME \ WALL PANELS/ GIRTS \ | i a, | | — EXISTING METAL a ] TT TT TTT TTT WALL PANELS & v4 GIRTHS | EXISTING STEEL WALL — | PANELS & GIRTHS _ N _ | EXISTING CMU D WALLS — CHAINLINK = — SS —————————————————————— = = —_ — — = TX] = FENCE a o Cy a SS SS — SS SS SS — SS SS SS O oe ee eT ee Se Se Ee SS <4 ROL DOWN Rook cc ee ee {4 poe eT eT Se Se > EF Ee Ee SB nN ROLL DOWN DOOR _ ay oO ol oF SS SS SS —— SS SS SS SS —— SS SS SS SS SS = SS SS SS eS I SS SS Se ELEVATED ry WALKWAY \ | | | | | | | | : | : | | | . | | | . | , | 2 | | | | | | | | | | | | | —- 1] | | . | I I | | I I | | I | | | | iL ai es es | | | | | | | | | 1 re ee | | | | | al WEST ELEVATION : REPLACE ANY MISSING EXISTING OR DAMAGED ROOF PANELS & ROOF PANELS/ PURLINS PURLINS \ EXISTING STEEL REPLACE ANY MISSING COLUMNS REPLACE ANY MISSING OR DAMAGED OR DAMAGED WALL PANELS/ GIRTS N WALL PANELS/ GIRTS oo 2227 Lu dbe__---------). = EXISTING STEEL WALL PANELS & GIRTHS = 4 - EXISTING CMU o> WALLS a ee ee ee ee FENCED STORAGE = CI CI CI CI CI CI CI CI CI TN OOO 2 Colo oo © A OO OO OO GO GO OO ee y | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | E | : | | PROJECT TITLE: Cee Ne ee ee ee ee ee ee ee ee ee ee ee ee ee ee ee ee ee ee ee ee PARC No: 1S pantera CROWN BAY FILL NOTE ETT ooo To ET TTT TTT Eo TS ST oT oT Se Ss er Ss BUILDING =Car Seb esses bes ot Sy Sv Sens ess Sn Ene n= Ss Bees es [es es os Ss Dee ne oes snp Svs Fons eo-eUovs osSSv Sotsns neB' Enes ess Svs Suny ess Ene BGS St Sy Svs esse Sn Ere NES Sn SSB DES s/s En OO es | REPAIRS co a Tr a Li —_ EAST ELEVATION OWNER/DEVELOPER: ASSETCO LEASING, INC. P.O. BOX 3770 | 9'_7' EXISTING ROOF PANELS/ ST. THOMAS, USVI, 00802 PURLINS REPLACE ANY MISSING 340-642-2885 OR DAMAGED ROOF PANELS/ PURLINS ||| EXISTING STEEL WALL eT Le CERTIFYING ENGINEER: rr, PANELS & GIRTHS ee + TT _ WAYNE CALWOOD REPLACE ANY MISSING / : | | one OR DAMAGED WALL | / . | | RAFTERS PANELS/ GIRTS ~~ . | va EXISTING WALLS | REPLACE ANY MISSING COLUMNS | . 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S) | | SS SS SS SS || - . | OPEN || Ne I I I I I l I I l i | ! | ! | GUTTER | | NORTH ELEVATION | | I | _ | PE | Poe || SOUTH ELEVATION 1 | Z 1 a | BUILDING ELEVATIONS: REPAIRED CONDITION SCALE: 1/4" =1' PROJECT TITLE: PARCEL No. 13 CROWN BAY FILL BUILDING REPAIRS OWNER/DEVELOPER: ASSETCO LEASING, INC. P.O. BOX 3770 ST. THOMAS, USVI, 00802 340-642-2885 CERTIFYING ENGINEER: WAYNE CALWOOD DRAWING TITLE: REPAIRED ELEVATIONS 24x36D PLOT DATE: 1-13-2022 SHEET NO: A3 REPLACE ANY MISSING OR DAMAGED ROOF PANELS/ PURLINS ee nS _| — oo EXISTING STEEL RAFTERS EXISTING STEEL COLUMNS | REPLACE ANY MISSING ——- OR DAMAGED ~ WALL PANELS/ GIRTS Y > 5 REPAIR DAMAGE S TO CMU WALL Oo Se) | EXISTING . CONCRETE i SLAB (\ . ; 4 ga an ace. “gt hte poe arr) get “a PA ag et et we 40M 4A ag eRe <4 4 a ee OPEN EXISTING eRe Male lt GUTTER FOOTING SECTION (1 SCALE: 3/8" =1' \$1/ PROJECT TITLE: PARCEL No. 13 CROWN BAY FILL BUILDING REPAIRS OWNER/DEVELOPER: ASSETCO LEASING, INC. P.O. BOX 3770 ST. THOMAS, USVI, 00802 340-642-2885 CERTIFYING ENGINEER: WAYNE CALWOOD DRAWING TITLE: SECTION 24x36D PLOT DATE: 1-13-2022 SHEET NO: 31