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| | 3 | | 5 | S | | is) | a] | ID LJ LJ LJ LJ LJ LJ LJ LJ LJ GENERAL: Cl COVER SHEET 4 DRAWING INDEX R QO P C S | P P | C2 SITE LAYOUT PLAN | \ H \ | BENTON A ® CONSTRUCTION, LLC i ARCHITECTURAL: — AID2 REFLECTED CEILING PLAN PHONE: (240) Te-T222 Fax: (240) 18-4719 Alo3 ROOF PLAN A201 BUILDING ELEVATIONS A202 INTERIOR ELEVATIONS A202 INTERIOR ELEVATI PLOT 8, EAST HOPE (H.O.V.I.C. LANDS) —— A401 TOILET FIXTURES ¢ ACCESSORIES A4e2 Ss ADA CLEARANCE PLAN ST. CROIX, U.S. VIRGIN ISLANDS A403 CISTERN PLAN ¢ DETAILS Aol BREAK ROOM MILLWORK PLAN 4 ELEVS SILVERBERG A102 MILLWORK PLANS ¢ ELEVATIONS ASSOCIATES VI, P.C. Asal ARCHITECTURAL SCHEDULES ¢ DETAILS A8o2 ARCHITECTURAL SPECIFICATIONS NORTH AROHITEOTS 4 | [wiao von : 55 ee ANT ORO, USVI BS OCTRISTIANSTED in _ P Ee Pts Ca ‘A te 5 wie | NJ PHONE: (629) 921-I261 NJ FAX: (6093) 921-8326 STRUCKURAL " ROK Saintcroix ee ce S1DD FOUNDATION ¢ SLAB ON GRADE PLAN W = Gea) Ute ci fod Ly Ge ; ( MEP ENGINEER SIDI FIRST FLOOR FRAMING PLAN FREDERIKSTED rt a \ a_i \ _ fw) — \_ <= $102 ECOND FLOOR FRAMING PLAN \ iw Ge =) . far $103 OF FRAMING PLAN pe cso von A> CONTAINER FORT TD S200 DATION AND SLAB ON GRADE DETAILS | \I7 $201 SUSPENDED SLAB, WALLS ¢ BEAM DETAILS Sg 2207 TAILS 4 GENERAL NOTES OUTH ST. CROIX » Ta SNONEERNE Aone $3200 STRUCTURAL DETAILS Certificate of Authorization 24GA27944000 Phone 973—208-—0054 PLUMBING Fox 973-208-0851 PIDO - PLUMBING PLAN Pol LUMBING PLAN PIO2 LUMBING PLAN PARKING LOT STRUCTURAL ENGINEER PIO3 ITARY PLAN PIO4 FIRST FLOOR - STORM/SANITARY PLAN PIO SECOND FLOOR - STARRM/SANTIARY PLAN PROPERTY LOCATION HARRISON HAMNETT, P.C. PID6 ROOF - STORM/SANTIARR PLAN PLOT *% (LEASED) PID1 PLUMBING SCHEDULES, AILS + SPEC _40 Knowles Street Plas PLUMBING RISER DIAGRA Pennington, New Jersey 06534 Office (609) 818-1808 ELECTRICAL Fax (609) 818-1809 EOI ELECTRICAL SITE PLAN EDO2 ELECTRICAL SCHEDULES ¢ DISTRIRAITION EIDO LOWER LEVEL PLAN - POWER ¢ LIGRAING DINE EI! FIRST FLOOR PLAN - POWER ¢ LIGHT! Elo2 SECOND FLOOR PLAN - POWER ¢ LIGH PIERS FOR CONTAINER SHIP DOCKING a CONTAINER PORT (H.0.V.I.C. LANDS) 4 ropical E5 DRAWING INDEX Ee] PROJECT LOCATION SHIPPING N.T.S. PROFESSIONAL SEAL: CONC. PAD FOR OUTDOOR SUBMITTED UNDER INTERNATIONAL coe oon Ne ERE EEE En SNE Case en DESIGN DEVELOPMENT STAIR APPLICABLE SUBCODES: — recuaical euscone. e200” |N OT KOR CONSTRUCTION MECHANICAL SUBCODE: IMC 2021 SEE SHEET A402 FOR RAMP & RESTROOMS ; EXISTING EXISTING RAMP DOWN THIS DRAWING SHALL NOT BE USED FOR INSTRUCTION UNLESS A OFESSIONAL'S PARKING CONCRETE MAIN ENTRY SEAL AND SIGNATURE ARE ON THE DRAWING: LOT SIDEWALK | ¢ 4 = 4 — _-; 4 P ———* |. EL ——— ; - 4 —!_——_} . N PROJECT TITLE / DESCRIPTION: | g NEW I-STORY BUILDING WITH CISTERN BELOW SLAB TROPICAL SHIPPING SS CUSTOMER | NEW OFFICES . |] RESTROOM o OFFICE CONSTRUCTION TYPE: III-B (CONCRETE WALLS, CONCRETE SLAB, (J CUSTOMER re OFFICE OFFICE OFFICE WOOD ROOF FRAMING? [] pts BUILDING |S NOT SPRINKLERED ] FACILITY LOCATION: 24 “ TROPICAL SHIPPING L.L.C. Le — CJ | BUILDING AREA ¢ VOLUME CALCULATIONS (LEASED PLOT) ‘ PLOT NO. & | js GROSS BUILDING AREA 3120 SF. EAST HOPE (H.O.V.IC. LANDS) “] CUSTOMER senvics CONES AVERAGE HEIGHT ABOVE GRADE IB'-6" QUEEN'S GUARTER, ST. CROIX USV| 4 Z a ( ] ( ] | | BUILDING VOLUME 48,36 CU. FT. SE CUSTOMER SERVICE stair BUILDING USE GROUP 8 (BUSINESS) No: | REVISION: DATE: | | GZ= POUN FLOOR AREA 2828 SF. — a CONFERENCE ROOM | STORAGE [ _ | OCCUPANT LOAD: 20 (1 OCC PER I5O SF.) Ly : | Z | KITCHENETTE : =!) _| | | SO it LY 3 OO SEE SHEET A402 ¢ ATO! ee | eee __ a | : FOR ACCESSIBILITY AT —) cqy ys : KITCHENETTE SS CODE x Z | r ACTUAL REQ'D | 1BC-2021 REFERENCE V4 Ly -——} L a — ———<— — NUMBER OF EXITS 2 2 TABLE 1006.33 £ 2 y BREAK ROOM MIN. EXIT DOOR o4'-9" 42'-3" | SECTION looTlI > O ES SOR SEPARATION “ PROJECT NUMBER: ° =" =. 4 Ls ptt} fi) MAX. EXIT ACCESS 30 200 | TABLE lon? l TRAVEL DISTANCE CZM SLBBHSSION ACTUAL NORTH OFFICE ; OFFICE J = Dama am OE AGEL ON PATH asi 120’ =| TABLE 100621 : SHOWER \ J \ J | J | J | J DRAWING TITLE: —= Se DEAD END ; = C) N 2 a , CORRIDOR LENGTH le 20 SECTION 1020.4 COVER SHEET V Na é CODE INFO PROJECT MAXIMUM EXIT ACCESS MAXIMUM COMMON PATH OF LTER CL. NORTH TRAVEL DISTANCE = 80' EGRESS TRAVEL = 42! SHEET NUMBER: Ll | EGRESS PLAN LS} CODE INFORMATION SHEET OF 3/leo" iT iT iT iT iT iT iT iT iT | | | | | | | | | 3 5 Za 7 S 3 [Z) ID k [BENTON fg | * CONSTRUCTION, LLC Sear Sa ST. CROIX, US. VIRGIN ISLANDS 20820 PHONE: (340) 118-1222 FAX: (340) 118-4119 , CHRISTIANSTED WEBSITE: WWUJBCVI.COM TEMPORARY TRACKOUT SEDIMENT CONTROL MAT AT SITE ACCESS CORRIDOR FOR CONSTRUCTION EQUIPMENT. FIELD LOCATE. EXISTING Public Parking Lot (asphalt pavement) NEW RAMP ¢ STAIR ~\ EXISTING concrete sidewalk ARCHITECT 55 COMPANY STREET, SUITE B, CHRISTIANSTED NJ PHONE: (609) 921-1861 NJ FAX: (609) 921-8326 ASSOCIATES VI, P.C. ARCHITECTS ST. CROIX, USVI 0820 MEP ENGINEER T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Drive, West Milford, N.J. 07480 Certificate of Authorization 24GA27944000 Phone 973—208-—0054 Fax 973-208-0851 Ct _ ‘a YU, 'N64°29' 03" E 64.33 N64°29'03"E Cy ~ 5 "agus A . . . . : . . . = 5 ft a —— a —Y ~~ _ ~. ~/Y SH}. ef REMOVE EXIST. ~. ~.1 ya... CONCRETE PAD, STRUCTURAL ENGINEER Q 3 Q ‘| PROVIDE NEW < is, Q] ENT Nghe FO CONNECT BOTTOM e >) iS | a OF RAMP TO EXISTING HARRISON HAMNETT, P.C. Q S Q : SIDEWALIC P ; 40 Knowles Street 08534 =~ =I | * ottice (609) 818-1808 om S. om i yy i Fax (609) 818-1809 by : e | ; - OWNER in SF | ~ "3 Og ~. Nie ° | ? : <dropical PROPOSED ONE-STORY BUILDING Caan > | PROPOSED ONE-STORY BUILDING S > 4+ hon S be PROPOSED FINISHED FLOOR: ELEV. 23.23! _ oy s N 5 A § PROFESSIONAL SEAL: © 3 by Q \ NEW LAUN > O i) P NEW SANITARY PIPING at @ “A S L separ ate ts DESIGN DEVELOPMENT aS S iS NOT FOR CONSTRUCTION | “e \ ry =) MATERIAL x STORAGE THIS DRAWING SHALL NOT BE USED FOR 1 CONSTRUCTION) ° o do oe S< sé PROJECT TITLE / DESCRIPTION: = | VEHICLE SEDIMENT CONTROL 0 4 a TROPICAL SHIPPING NTS v s w Go x NEW OFFICES o Wy : Y S | Gy X FACILITY LOCATION: Q Ww 40'-O" TROPICAL SHIPPING LL.c. | NOTE: SITE TOPOGRAPHY (LEASED PLOT? MAINTAINED AT PERIMETER | REAR EGRESS IS GENERALLY FLAT. PLOT NO. 8 PROJECT AREA w \\ GUEEN'S GUARTER, St. CROIX USVI | Vv. | MH{-) 3 PAE: 5 98-94 oS Gg , s¢ , vy , vy , vy , vy ot , vy , o an yg x io v 2 “1 vy vy vy >< NO: | REVISION: DATE: aN aN aN aN aN aN aN aN NJ aN . aN ; aN aN EXISTING ABANDONED ELEC. 64.33 S63°55'51”°W perimeter fenceline MANHOLE TO REMAIN. x BUILDING TO BE LOCATED TO MISS MANHOLE Xx dy | Yo, ; xX LV, ~ 6 Xx PROJECT NUMBER: NORTH (& 22254 xX ° O L S70 x DRAWING TITLE: N LO Vx SITE LAYOUT A 7 ° .? 2 > reoa SHEET NUMBER: L3 | PROPOSED SITE LATOUT - TROPICAL SHIPPING LEASED SITE AREA C-2 a" SHEET OF | 2 | | 4 | 5 | e | 7 | 3 | | D COUNTERTOP W/ PARTIAL BASE CANOPY SUPPORT POST, TYP. FOR 2. PROVIDE LEVEL | 2 | | 4 | 5 | j | 1 | S | 3 | ID UJ UJ UJ UJ UJ UJ UJ UJ UJ e'-4" a - lg ROOF TRUSS ABOVE q ° 4 I (oo ROOF STRUCTURE ABOVE [- BEN TON , A , ot 7 * CONSTRUCTION, LLC e = F ae 30OO ORANGE GROVE, CHRISTIANSTED 7 Po NM | ST. CROIX, US. VIRGIN ISLANDS 20820 4, “a % PHONE: (340) M8722 Fax: (340) 1le-4719 “= 8" THICK CONC. WALL, SEE STRUCT. SSS eusPENDED CEILING. SEE 7 UEC WINDOW w/ ADA FLOOR . . DWGS. FOR ADD'L INFO. NN SCP PRIVACY FILM MTD. TOILET Te “ar! re — es | SOUND BATT INSULATION ARCHITECT GRAB BARS, = re A u g.| leq — L ; SEE SHEET : nee >| 9 Aq cu ‘om! > FoR. Ta. 1-1/2" THICK RIGID BOARD =, v [feat 54" GYPSUM BOARD, SILVERBERG x _ NY : 4 ‘ INSULATION n Wt | ea ONE LAYER EA. SIDE > ASSOCIATES VI, PC. Ms oo %" GYPSUM BOARD, ONE ies ae FLOOR DRAIN a . LATER CINTERIORD Ry 3-5/8" METAL STUDS @ ARCHITECT 8 EXTERIOR ay -" 24" OC. 55 COMPANY STREET, SUITE B, CHRISTIANSTED DIRECT ® ST. CROIX, USVI O20 APPLIED ae 1-1/2" 'Z' FURRING j aa WALL BASE, SEE SCHED. NJ PHONE: (609) 921-1861 NJ FAX: (609) 921-8326 ADA WALL MTD. STUCCO FINISH po CHANNEL # 24" OC. | CONTINUOUS METAL CHANNEL, gg) l TOP ¢ BOTTOM za s MEP ENGINEER . CONC. SLAB BELOW CONC. SLAB BELOW a , ap FLUSH WOOD EXTERIOR WALL W/ NARROW INTERIOR WOOD STUD ¢ J SINK A B T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Drive, West Milford, N.J. 07480 [ Certificate of Authorization 24GA27944000 Phone 973-208-0054 = FLUSH WOOD NV) ; Fax 973-208-0851 s DOOR W/ L [ PE +] VISION PANEL (aN DD a WA TY S N.T.S. STRUCTURAL ENGINEER - CABINET, SEE CONCRETE PAD FOR BASEPLATE xxx FOR ELEVATION = CONC. RAMP ¢ STAIR i LEGEND HARRISON HAMNETT, P.C SEE SHEET A601 FOR | aoe 1 A Ze DETAILS || / RAMP UP NEW CONCRETE BUILDING WALL 40 Knowles Street 7 Pennington, New Jersey 08534 CONC. PAD FOR Office (609) 818-1808 D | ENL ARGE D ai AN CANOPY : / (i ax OUTDOOR — NEW EXTERIOR WINDOW ffice, (609) 818-180 SUPPORT } | 4301) CONDENSING UNITS, POST t os (4201) SEE MECH. DWGS. LLL LLL NEW INTERIOR PARTITION it} v2 CUSTOMER RE STROOM A NEW DOOR AND FRAME OUNER EXTERIOR | s- NEW ALUM. ¢ GLASS ENTRY STAIR LANDING DOOR, TYP. FOR 2 uP ; RAMP UP = ww AIA Z ai 6 S .. |@ @ « a @ @ dropical , ax i 2 : _ SHIPPING | RESTROOM | ~ ; CUSTOMER : ; Y bs (REGULATORY? (SALES) (KARLA) (AMOS) - CORRIDOR WAITING => 7 Nec 7{B) By. rae 5 se] _ soe] 3% 4 ADA FLOOR (ay / LOBBY Q IT / ee e Ae) (ay MTD. TOILET 120 ~ [3 \ B)ILJ ELEC a NEW INTERIOR a 2626 A \4/ E aml = FLUSH WOOD 7 4 a 3525 DOOR WITH pole SINK [ SIDELITE, TYP. @ FLOOR -23 L 1-3" | OFFICES . DRAIN A - 7 > SL O (ll : es 9 EX le : a = J v __., Sans ua re. ee \e/ aL ____[ Le Sayew C\\ ccanconees |] || Seenues ss wresweecon, - TTF LAVATORY Ae \B / L o } H \e / VLA y 1 | Hi ne — DOOR ¢ STAIR SEAL AND SIGNATURE ARE ON THE DRAWING | Af Dh Y, | COUNTERTOP w/ a CB) 7 I t i Z BASE CABINET) = NEW INTERIOR METAL STUD ¢ On UlOL : , PROJECT TITLE / DESCRIPTION: || —e O CERICE »| 5 \ NEW INTERIOR 9 By BD tO END oO! ASOVE Poor tp. 8 a FXTERIOR TROPICAL SHIPPING i ry) | ii FLOOR ss . \P VISION PANEL ae . CEILING. TYP. OTHERWISE) 228 e = NEW OFFICES | | DRAIN = 382 | APN RESTROOM Vi. A ao LLELLZI) £ 4 +r ge —— 7-2" 4'-5! toatn i - | ! NT 7 (a1 I} I1!-9" Boll TN 4 | SINK e-10" | \\E7 I 3-0" CB) wah Jia 4B" Biatihe ey Q FACILITY LOCATION: ro ly a GRAB BARS, Re, - “ — = 0 | a # rm 4 aa Q TROPICAL SHIPPING L.L.c. | x SEE SHEET oy . Q . up - ~~ lo'-1" | % (LEASED PLOT) i X00 FOR es iq a | | A WOMENS 2 m4 ; | ADD'L INFO. | NEW INTERIOR x ry) % RESTROOM Jen Pa j x PLOT No.8 , i UP FLUSH WOOD 0 COUNTERTOP W/ 3 Q OO EAST HOPE (HOVIC. LANDS) | ‘ DOOR WITH BASE CABINET | NEw INTERIOR () 2626 | —, \B / a : (4201) » ST. v | . SIDELITE, TYP. @ WOOD DOOR WITH o || OO I FLUSH WOOD OFFICES I9'-85" 2-1"D) FULL GLASS LITE igs DATE: | aan DOOR, TYP. FG 7 (CONF. RM.) Q . 5-28-24 | | =. OPEN : STORAGE ; AZ r WORK AREA o If] e Ie | | t 12 () —— 2E26 NO: | REVISION: DATE: mga Z En P3B26 MENS 1st ; - | 1 du i) r a T | L | a} iy eS = — Q JANITOR 3 a B) | : r WI\c/ CB) . CLOSET A zac / 15 \ | | JANITOR % MOP SINK nt IN | i » \A/ 77 © |) closer ® : ‘ CONFERENCE ‘ : P| 7 o ROOM CB) \e/t +B) BREAK | RLILLLLLLLLL 2 OFFICE _ OFFICE i ee a ROOM nt iH Lo ADA SHOWER (MANAGER) s (ACCOUNTING) 2828 . / ie \K 8 : | | 5 oe T | = (ay Bea 1 | NID w 7 =) \ A / | 3626 | = aA 7 | Slee 9! SHOWER | 2B28 a yi i Zi LLL (A) L | Q 1 Q ae L ni @ ‘ | 7 — i e CB) S| Fo) Ke ip —_ 1 lu —_ | } ' Bu ' " | # ~~. TNE on Ny 7 ) 7 e ‘i ] PROJECT NUMBER: | | e --——_} 44 =F : 2 eee Oe — “4 < a 4 : aS | az Ee | 22264 .) /— | 2 * | (4) CA) CY, (4) FILTER DRESSING 77 - z NEW FULL HEIGHT WALL FURRING — CLOSET | SHOWER AREA NEW METAL WINDOW W/ | ~ “og 4 4 A WITH INSULATION AT PERIMETER le Ms IA INSULATED, LOW-E, IMPACT DRAWING TITLE: — OF BUILDING. 2646 2D3C [ 262c | RESISTANT GLAZING, TYP. =O) ipo” FLOOR PLAN GRAB BARS, SEE L_ SHEET 421 FOR WINDOW W/ PROJECT fui’ ROOF LEADER, CONNECT ADD'L INFO. PRIVACY FILM NORTH SEE SHEET A801 FOR SCHEDULES TO CISTERN, SEE PLUMB. SHEET NUMBER: < _ DESIGN DEVELOPMENT LI | ENLARGED PLAN L3 | FLOOR PLAN NOT FOR CONSTRUCTION | SHEET OF V2" EMPLOYEE RESTROOMS ¢ SHOWER 4" | | | | | | . | | | | | | | | | | 2 4 5 S T 8 3 ID BENTON Gig aad ee gs e y ‘ CONSTRUCTION, LLC fam =. 8 300O ORANGE GROVE, CHRISTIANSTED ST. CROIX, US. VIRGIN ISLANDS 20820 PHONE: (340) 118-1222 FAX: (340) 118-4119 WEBSITE: WWUJBCVI.COM ARCHITECT SILVERBERG ASSOCIATES VI, F.C. ARCHITECT 8 55 COMPANY STREET, SUITE B, CHRISTIANSTED ST. CROIX, USVI 0820 NJ PHONE: (609) 921-1861 NJ FAX: (609) 921-8326 MEP ENGINEER T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Drive, West Milford, N.J. 07480 Certificate of Authorization 24GA27944000 Phone 973—208-—0054 Fax 973-208-0851 STRUCTURAL ENGINEER LEGEND KX Ss GYP. BD. SOFFIT CEILING GRID RECESSED LED LIGHT FIXTURE RECESSED LED DOWN-LIGHT EXIT SIGN EMERGENCY LIGHTING (WALL PACK) EXTERIOR, DAMP RATED DOWN LIGHT, SEE ELEC. DWGS. CANOPY SUPPORT J POST, TYP. FOR 2 EXTERIOR SUN SHADE ABOVE WINDOW, TYP. INTERIOR DOWN LIGHT, SEE ELEC. DWGS. 4 oO EXTERIOR CANOPY ROOF, SEE XxX FOR DETAIL 2X4 LED LIGHT 2X2 LED LIGHT —— FIXTURE, SEE ~-— Tq a | —Emmamadq ee | 2X2 ACOUSTIC CEILING | FIXTURE, SEE ELEC.DUGS. ==> >= ————e| ie ————eee TILE CEILING AT 8'-6" | FLEC. PUGS. Fa SST FOSS FOS ST FOS ST Are, TYP. : : : — ab = = = = 4 ————| : ————— | : — ————— | _ a4" 2 cL i ay | Pn 4 st fe 4 4 ———— = 4 es 4 : a4 ° 1 Ti Tl Ti 11 Hl TA HTL UA pL }_t} 1) 1 GYP. BD. SOFFIT @ __ a 1 a B'-O" AFF 4 , NY LL —=+ ERV UNIT ABOVE CEILING ee “IN € 4 | EXTERIOR, DAMP 2x2 ACOUSTIC CEILING ; 7 ZT : , 7 a E 7 7 7 a‘ —— fo | STE Gen TILE CEILING AT 8'-6" NI ch i-— 4 - . ° AFF, TYP. AS) 4 4 MAINT. ae +— PROVIDE HEADER CLEARANCE AT OPENING Adit AREA FOR HELL HVAC EQuiP. EXTERIOR SOFFIT @ HLL) Lm wy Ww 4 , - - UNDERSIDE OF TRUSS Hell UA é ; LAs A Ke Z : ITI me) Z =} UPPER LL LIL | | CABINETS Tr rit HTL TT UI - j 3 HTL UA | A De oe GYP. BD. CEILING an | : , @ 8'-O" AFF = .| EXHAUST LE LL ILI HOOD \ ] CRESIDENTIAL T > Fee So @ —|——_—_W—-_ 1 _] —_/__ |__| _— ; Tl Tl vt 11 Ih TL Ti a 4 4 D Tl EL Ld dl L Ih TL TU HTL LU pL |! Lt FA TMTit GZ WE L Ih} Tia HTL UA 4 yy} ti li tl | / pL}! Lt Hell UA | ; LL LL LiL] - ; a a) 4 ° ° < “4 ° A ‘ 4 “4 | < 4 4 4 L * 4.9 : } | v4 { i : ‘ Fo S>StSd — Fo S>StSd Fo >StSal Foto ttert trot ote tT te TTT Tl Ik a | kE-~———4 Ik&—~-———- GYP. BD. EK —-———+--—--———-+4h- -—--——-——+4hL---—--—--4 || | ie | ie CEILING @ F>S>S>Ssdekre rete Sake te Se Se SH aE Se = = = I =a IF _- = a a | Fortra Tto 8'-@" AFF || | || | PROJECT INTERIOR DOUN LINEAR PENDANT LIGHT SNOUE CO DOUN Can. NORTH LIGHT, SEE ELEC. FIXTURE (OVER CONFERENCE ‘ SEE ELEC. DWGS. DUWGS. TABLE), SEE ELEC. DWGS. [3 REFLECTED CEILING PLAN DESIGN DEVELOPMENT NOT FOR CONSTRUCTION 1/4" HARRISON HAMNETT, P.C. 40 Knowles Street Pennington, New Jersey 08534 Office (609) 818-1808 Fax (609) 818-1809 OWNER ¢ropical HIPPIAG PROFESSIONAL SEAL: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS A PROFESSIONAL'S SEAL AND SIGNATURE ARE ON THE DRAWING PROJECT TITLE / DESCRIPTION: TROPICAL SHIPPING NEW OFFICES FACILITY LOCATION: TROPICAL SHIPPING L.L.C. (LEASED PLOT) PLOT NO. & EAST HOPE (H.0.V.I.C. LANDS) QUEEN'S QUARTER, ST. CROIX USVI PROJECT NUMBER: 2225 DRAWING TITLE: EFLECTE CEILING FLAN SHEET NUMBER: AID SHEET OF 2 3 4 5 S 1 8 3 IZ L] L] L] L] L] L] L] L] DOUBLE 2x8 RIM au ENTON ! JOIST ACROSS TOP CRICKET @ DRAIN pe : BENTON OF 4X4 POST T.O. FASCIA AT PERIMETER 3200 OF CANOPY (BEYOND) BUILDING ROOF DOUBLE 2xe Rin Or CRO, US. VIRGN IeLAND® 02820 fo) CROSS TOP PLYWOOD DECK W/ LIQUID BUILDING 2'-D" TYP. OF 4x4 POST PHONE: (840) T8222, RAM: (340) 8-418 oe LK APPLIED MEMBRANE GUTTER ™~ ~~ : PLYWOOD DECK W/ LIQUID — = = APPLIED MEMBRANE HARDI BOARD | | = DRAIN ARCHITECT | | TRIM, OR EQUAL. CN HARD! BOARD —_ | | SEE ENLARGED —\ f(y - TRIM, OR EQUAL. L aT | 2xe RAFTER CUT TOP DETAIL FOR =a : oxo LEDGER 4x4 POST, NOTCH SILVERBERG AT }" FOOT FO 5 . = Un Hh M// | oeIhtce OPE STRUCTURE H BOLT TO WALL Q AT TOP FOR 2x6 ASSOCIATES VI, PC. Va aan : ry ARCHITECT S8 COUNTERSUNK CARRIAGE ~ / ! ! 5'-O" Bs 85 COMPANY STREET, SUITE B, CHRISTIANSTED BOLT @ EACH POST ! ! 9 7 ‘ 2X8 RAFTER, CUT TOP ST. CROIX, USVI 22820 | | " 3 - 3 - | | wo HARDIE BOARD — AT 4" PER FOOT FOR NJ PHONE: (609) 221-1861 NU FAX: (68) 221-8326 ox SOFFIT, TYP. DRAINAGE SLOPE. 4x4 POST, NOTCH DRAIN, BEYOND HARDIE BOARD Lam \ AT TOP FOR 2x8 ’ SOPFIT. TYE tw LDRAIN, BEYOND ENTRY : MEP ENGINEER Qy DOOR t 2 2x8 LEDGER, a TT ) CANTILEVERED METAL CANOPY BOLT TO WALL 2x8 RAFTER, CUT TOP UD MAPES 'SUPER LUMIDECK' OR AT 4" PER FOOT FOR EQUAL DRAINAGE SLOPE. PROVIDE HSS 4x4 POST T.J.D. ENGINEERING ASSOCIATES, INC. ~ UNDER HANGER TUBE, 2 Hancock Drive, West Milford, N.J. 07480 Certificate of Authorization 24GA27944000 TYP. FOR 2 LOCATIONS Cl SECTION @ WOOD | POST ENTRANCE CANOPT SECTION CT ENTRANCE CANOPT FRAM ING FLAN Phone 973-208-0054 Fax 973-208-0851 3! 72" 72" STRUCTURAL ENGINEER CANOPY, SEE SECTION V2 FOR ADD'L INFO. I5'-3" A 5'.2" CANOPY SUPPORT POST BELOW, TYP. FOR 2 CONTINUOUS METAL GUTTER AT PERIMETER OF ROOF OUTLET —— TRANSITION FROM GUTTER TO BUILDING WALL ROOF LEADER, CONNECT TO CISTERN, SEE PLUMB. J DUGS. —It1_J_I_1-1_I_1-I!____I1_1__I__1 __|-_L_d “T_L_1 HARRISON HAMNETT, P.C. 40 Knowles Street Pennington, New Jersey 08534 Office (609) 818-1808 Fax (609) 818-1809 OWNER ¢ropical HIPPIAG | | | | - | | r | | | | | | LIQUID APPLIED MEMBRANE | | | ROOFING OVER KILN DRIED | | PROFESSIONAL SEAL: | | U AFTER TREATMENT (KDAT) | | i " 1 | SS PLYWOOD (3"), TYP. L | F | \ | IN DESIGN DEVELOPMENT | | . r | ROTATE TRUSS | NOT FOR CONSTRUCTION AT HIP ENDS |_| AS REQ'D. | | TT | | | | THIS DRAWING SHALL NOT BE USED FOR F | | | CONSTRUCTION UNLESS A PROFESSIONAL'S I | x i | SEAL AND SIGNATURE ARE ON THE DRAWING : ! _ HVAC EQUIP. SEE ! ! PROJECT TITLE / DESCRIPTION: | | | MECH. DUGS. | | TROPICAL SHIPPING | || NEW OFFICES | | | | | | | | | | = | | | | 4 | | _ | RIDGE | rn FACILITY LOCATION: -—- - TROPICAL SHIPPING L.L.c. | | J | <q (LEASED PLOT) | | NS | | |_ | =) | | PLOT NO. 8 | | || EAST HOPE (H.0.V.I.C. LANDS) Zn | QUEEN'S QUARTER, ST. CROIX USVI | | ¥ | DATE: | | 5-28-24 ! ! ! No: | REVISION: DATE: |_| | | | | | | | | | | K | | | | | | | | | | | | | | | | | | |_| | | | | | | | | B | | METAL -—F | S | | GUTTER, | | 5!" | | TYP. I | CLEAR | | | | | PROJECT NUMBER: | 47 oe oe a CG | _ Va - - nn a OT 22254 nn 4 Lt Tt tt} - ft tl if | - Le LI | =_ il LI é a DRAWING TITLE: +30'-6" $42'-6"' ROOF FLAN '-4" DOUBLED TRUSSESS @ EACH é DETA LS = SECURE TRUSS TO DOUBLE PT. PLATE AT — SIDE OF 5'-2" CLEAR SPACE ROOF TRUSS @ 24" OC., TYP. DESIGN OF T.O. CONCRETE WALL, SEE STRUCT. DWGS. FOR MECHANICAL EQUIPMENT TRUSS BY TRUSS MANUFACTURER SEE FOR DETAIL STRUCT. DWGS FOR DESIGN PARAMETERS SHEET NUMBER: PROJECT : NORTH 30'-8" = AID@23 L3 |] ARCHITECTURAL ROOF FRAMING 4 ROOF FLAN SHEET OF 1/4" iT iT iT iT iT iT iT iT | | | | | | | | 2 3 4 5 a) 7 8 3 ID ID CONCRETE STAIR ¢ RAMP — METAL HANDRAILS — 42'-8" LIQUID APPLIED ROOF MEMBRANE METAL GUTTER 4 DOWNSPOUTS eqiejiu 7 T SB" 4 5'-9" @) . > =xTERIOR stucco ~~ ©. FINISH, TYP. on “S— SUN SHADE, TYP. —& — METAL WINDOW, TYP. peg — APPLIED TRIM, TYP. | CY) #19'-14" W=4" "EXISTING SIDEWALK ae / ELEVATION, VERIFY IN FIELD FIN. FL. @ INTERIOR 2'-4"! 8'-45" 14'-6" (CISTERN) | 13'-6" (CISTERN) eS ee) 4 NN NN 40'-@" ~ | NN ~ 42'-8" LIQUID APPLIED ROOF MEMBRANE METAL GUTTER £ DOWNSPOUTS —| eqiajtu SB" !'-4" TYP, <= —— SUN SHADE, TYP. _ "METAL WINDOW, TYP. / REAR EGRESS DOOR —— APPLIED TRIM, TYP. © _ CAST IN PLACE 4) FIN. FL. @ INTERIOR CONCRETE STEPS IN - 7 EXTERIOR STUCCO ae ' . FINISH, TYP. +19'=)-0 We4" 40'-0" BENTON & ; * CONSTRUCTION, LLC 3009 ORANGE GROVE, CHRISTIANSTED ST. CROIX, US. VIRGIN ISLANDS 20820 PHONE: (340) 118-1222 FAX: (340) 118-4119 WEBSITE: WWUJBCVI.COM ARCHITECT SILVERBERG ASSOCIATES VI, F.C. ARCHITECT 8 55 COMPANY STREET, SUITE B, CHRISTIANSTED ST. CROIX, USVI 0820 NJ PHONE: (609) 921-1861 NJ FAX: (609) 921-8326 MEP ENGINEER T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Drive, West Milford, N.J. 07480 Certificate of Authorization 24GA27944000 Phone 973—208-—0054 Fax 973-208-0851 STRUCTURAL ENGINEER D| NORTH ELEVATION (FRCP | PARKING LOT?) Do SOUTH ELEVATION 4" 1/4" DESIGN DEVELOPMENT NOT FOR CONSTRUCTION HARRISON HAMNETT, P.C. 40 Knowles Street Pennington, New Jersey 08534 Office (609) 818-1808 Fax (609) 818-1809 OWNER 32d'-s" LIQUID APPLIED ROOF MEMBRANE METAL GUTTER &€ DOWNSPOUTS —| eqiajiu 4" TYP, = DOWNSPOUTS CONNECT SUN SHADE @ WINDOW BEYOND TO CISTERN _ (2) — 6un SHADE, Tre. == @) __. METAL WINDOW, TYP. — LL. APPLIED TRIM, TYP. —— y @) ~ FINISH, TYP. 7 > EXTERIOR stucco ~~ DOWNSPOUTS CONNECT @) “TO CISTERN CISTERN FILL FORT, FIELD LOCATE for - FIN. FL. @ INTERIOR. . 2-4" W=4" SB" #19'-14" +| WEST ELEY. (FROM ROAD) _ 4" 41'-O" (CISTERN) ] a 1 a ae — 7 : = [CISTERN OVERFLOW, 1 ~ _ FIELD LOCATE Z Z 13'-2" ¢ropical HIPPIAG PROFESSIONAL SEAL: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS A PROFESSIONAL'S SEAL AND SIGNATURE ARE ON THE DRAWING PROJECT TITLE / DESCRIPTION: TROPICAL SHIPPING NEW OFFICES FACILITY LOCATION: TROPICAL SHIPPING L.L.C. (LEASED PLOT) PLOT NO. & EAST HOPE (H.0.V.I.C. LANDS) QUEEN'S QUARTER, ST. CROIX USVI 80'-8" eqiajtu aN LIQUID APPLIED ROOF MEMBRANE Ss" 119'-14" W-4" BIN. FL. @ INTERIOR @) @) @) | OUTDOOR a CONDENSING UNIT DOWNSPOUTS CONNECT TO CISTERN CS — oun suave, tre. —S - METAL WINDOW, TYP. +— APPLIED TRIM, TYP. (4) “N AT exterior stucco ~~. a |}. FINISH, TYP. | METAL GUTTER ¢ DOWNSPOUTS CANOPY ABOVE ENTRY LANDING MAIN ENTRY DOOR METAL HANDRAIL ¢ (el ae) 2'-4" L| EAST ELEVATION 18'-@" MAX SLOPE 1:12 (MIAIN ENTRY) 1/4" GUARDS CAST IN PLACE CONCRETE RAMP ¢ STEPS. DATE: 9-28-24 NO: REVISION: DATE: PROJECT NUMBER: 22254 DRAWING TITLE: BUILDING ELEVATIONS SHEET NUMBER: A2D| SHEET OF ID ID TYPICAL TRUSS - SHOWN FOR DESIGN INTENT ONLY. TRUSS DESIGNER TO PROVIDE ENGINEERED DRAWINGS. TRUSS TO BE DESIGNED TO MEET LOADING SCHEDULE ON STRUCTURAL DRAWINGS. METAL GUTTER & DOWNSPOUTS A fm 7 OFFICE B'-6" CORRIDOR STORAGE BREAK ROOM FLUSH WOOD DOOR SHOWER BREAK ROOM DOOR - - FLUSH WOOD DOOR W/ FULL GLASS LITE BRIDGING AS REQ'D FOR HANGING LIGHT WIDE SPACE FOR HVAC EQUIP., SEE MECH. DWGS. GYPSUM BOARD SOFFIT OVER FILE AREA LINEAR SUSPENDED LIGHT FIXTURE OVER TABLE EXTERIOR WINDOW, BE TOND a'-6" OFFICE 3'-@" mL ILES FLUSH WOOD DOOR B'-o" CUSTOMER OFFICE SERVICE FLUSH WOOD DOOR a f —TYPICAL GLASS SIDE-LITE — TRUSS ROTATED 20° AT HIP END METAL GUTTER & DOWNSPOUTS BENTON * CONSTRUCTION, LLC 3009 ORANGE GROVE, CHRISTIANSTED ST. CROIX, US. VIRGIN ISLANDS 20820 PHONE: (340) 118-1222 FAX: (340) 118-4119 WEBSITE: WWUJBCVI.COM ARCHITECT SILVERBERG ASSOCIATES VI, F.C. ARCHITECT 8 55 COMPANY STREET, SUITE B, CHRISTIANSTED ST. CROIX, USVI 0820 NJ PHONE: (609) 921-1861 NJ FAX: (609) 921-8326 MEP ENGINEER T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Drive, West Milford, N.J. 07480 Certificate of Authorization 24GA27944000 Phone 973—208-—0054 Fax 973-208-0851 STRUCTURAL ENGINEER D| SECTION / INTERIOR ELEVATION AT CONF. ROOM 4 CUST. SVC. Do SECTION / INTERIOR ELEVATION AT CONF. ROOM ¢ CUST. SVC. \/4" 1/4" HARRISON HAMNETT, P.C. 40 Knowles Street Pennington, New Jersey 08534 Office (609) 818-1808 Fax (609) 818-1809 OWNER SCISSOR DR STHP TRUSS FOR EQUIPMENT] SPACE mi SEE MECH. / DWGS. HVAC EQUIP. TYPICAL TRUSS 3" POLYTISOCY ANURATE TRUSS ROTATE RESTROOMS ¢ BREAK ROOM GLASS LITE EXTERIOR WINDOW, BEYOND CUSTOMER | CORRIDOR SERVICE ial +5 _- CORRIDOR FURNITURE CONFERENCE ROOM DOOR - FURNITURE IN TO SHOWER, — (BY OTHERS) — L FLUSH WOOD DOOR W/ FULL L FOREGROUND (BY OTHERS) INSULATION (R-20 MIN) FD 30° AT HIP END METAL GUTTER £ DOWNSPOUTS ¢ropical HIPPIAG PROFESSIONAL SEAL: DESIGN DEVELOPMENT NOT FOR CONSTRUCTION EXTERIOR WALL THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS A PROFESSIONAL'S SEAL AND SIGNATURE ARE ON THE DRAWING PROJECT TITLE / DESCRIPTION: TROPICAL SHIPPING NEW OFFICES +| SECTION / INTERIOR ELEVATION AT CORRIDOR (FACING SOUTH) 4" FACILITY LOCATION: TROPICAL SHIPPING L.L.C. (LEASED PLOT) PLOT NO. & EAST HOPE (H.0.V.I.C. LANDS) QUEEN'S QUARTER, ST. CROIX USVI HVAC EQUIP. SEE MECH. DWGS. TYPICAL TRUSS 3" POLYISOCYTANURATE INSULATION (R-20 MIN) TRUSS ROTATED 90° AT HIP END =a = [ METAL GUTTER ¢ DOWNSPOUTS DATE: 9-28-24 NO: REVISION: DATE: GYP. BD. . gh CONCRETE HEADER AT SOFFIT c OPENING FOR REAR DOOR 5'.8" 5'-8" WAITING AREA SERVER RM. OFFICE OFFICE OFFICE _ EXTERIOR SOFFIT ON > PURLINS, APPLIED TO ACRYLIC in | | oO FLUSH FLUSH FLUSH FLUSH FLUSH UNDERSIDE OF TRUSS WOOD = WOOD WOOD WOOD WOOD WINDOW 4 i DOOR % | DOOR DOOR DOOR | DOOR REAR DOOR at L SEovicE so @ ~ 6 CORRIDOR so - PROJECT NUMBER: OPENING FOR L COUNTERTOP oN 22254 PAPERWORK SPEAK-THRU HOLE N S~=——— METAL HANDRAIL AY DRAWING TITLE: L TT ws CAST IN PLACE CONCRETE COUNTERTOP | FLUSH Woop \ TYPICAL GLASS SIDE-LITE —— os, = erer’e. INTERIOR VISION PANEL SIDE-LITE ELEVATIONS SHEET NUMBER: LI SECTION / INTERIOR ELEVATION AT CORRIDOR (FACING NORTHD ya" SHEET OF iT iT iT iT iT iT iT iT | | | | | | | | 2 3 4 5 a ia 3 [Z) AIRFOIL BLADE, TYP. CANTILEVERED SUNSHADE, OUTRIGGER, TYP @ EACH END ' | I5'-3" LONG X 5'-2" WIDE CANOPY _ a BENTON SEE ROOF PLAN (SHEET AIO3) OVER ENTRY LANDING 4 DOOR | | N * CONSTRUCTION, LLC ee IT FOR CANOPY DETAILS ‘ 3020 ORANGE GROVE, CHRISTIANSTED T-BRACKET @ EACH END A hy 0 ROOF TRUSS @ 24" OC. ST. CROIX, US. VIRGIN ISLANDS 00820 7 7 ° PHONE: Reine. aM Jioes, (262? 118-4119 3 "4 ga $e SY CANTILEVERED SUNSHADE, nn CONCRETE —_ ‘ OUTRI , TYP @ EACH EN J : TYPICAL BUILDING WALL RIGGER P@E END t t ANCHOR, TYP. A : & ROOF CONSTRUCTION. ae it T-BRACKET @ EACH END ARCHITECT AW CONCRETE Vv tye ~ nfl) ANCHOR, TYP. SINGLE SPAN CANOPY SUPPORT POST —+ . SILVERBERG wal e a . maa HANDRAIL, TYP. EACH SIDE ae . ASSOCIATES VI, PC. J fiili R a ARCHITECTS - uifii AIRFOIL BLADE, TYP. CANTILEVERED SUNSHADE, CONCRETE RAMP OVER VAPOR kf Aa a ( it OUTRIGGER, TYP @ EACH END OF BARRIER ¢ DRAINAGE FILL 4'-2" MIN. CLR 7 5" CONCRETE SLAB 8 INET. CROKUBVI D2820 f f AIRFOILE IN OVER VAPOR BARRIER NJ PHONE: (629) 921-1861 NJ FAX: (@@9) 921-8326 AIRFOIL BLADE, TYP. a A , 4 sotto RAIL tok EDGE N 4 4-0" MIN. CLR ¢ DRAINAGE FILL wife ' , uit T-BRACKET \_en fa) : 4 — MEP ENGINEER EXTERIOR WINDOW TRIM, TYP. wt PROTECTION, TYP. y 4-8 5 4 a ; ; “4 yj) JY tii} I\) |} | |) gy HH] pf}, BACKFILL [+ 2 / aa) >and aid Al ap a a [ ] e Se lig ou B Re EXTERIOR WINDOW, TYP. y / CONCRETE + a UD yf ANCHOR, TYP. ae 4 4 a ry Exist.cRape FS pe rou. CONCRETE STRIP 2 Hancock Drive, West Milford, Nol. O7480 / / : 9 a, @ , < WALL, TYP. “4 FOOTING, TYP. Certificate of Authorization 24GA27944000 /} 4 ae |, Phone 973-208-0054 i 7 —— , — Fax 973-208-0851 $ 4 4 a « ° ‘ a 4 4 A ‘ MULTIPLE SPANS 4 a PoP tg | sae gl STRUCTURAL ENGINEER DI | SUN SHADE SECTION ¢ MOUNTING DETAIL DE | RAMP SECTION HARRISON HAMNETT, P.C. 40 Knowles Street 1-1/2" 1/4" Pennington, New Jersey 08534 Office (609) 818-1808 Fax (609) 818-1809 ROOF TRUSS @ 24" OC. EXCEPT AS NOTED FOR OUNER MECHANICAL EQUIPMENT LIQUID APPLIED MEMBRANE ROOFING OVER PLYWOOD DECK, TYP. |_| KILN DRIED AFTER TREATMENT 4 ro ic al (KDAT) PLYWOOD (3") SHIPPING 3" PLYISOCYANURATE RIGID BOARD INSULATION (R-22 MIN.) 3" CDX TONGUE ¢ GROOVE PLYWOOD PROFESSIONAL SEAL: Ss TIE-DOUN TIE-DOUNS, TYP. 3 Z SSA. Ox PLATE Za SES GUTTER ¢ = — — at DOWNSPOUT, ° SUN SCREEN OVER qa U CONNECT TO La WINDOW, TYP. aN t 2d, THIS DRAWING SHALL NOT BE USED FOR CEILING CONSTRUCTION UNLESS A PROFESSIONAL'S ; SEAL AND SIGNATURE ARE ON THE DRAWING | PROJECT TITLE / DESCRIPTION: CONC. EXTERIOR / | - FINISH NEW OFFICES // INTERIOR WALL FURRING ) i W/ PAINTED GYPSUM i _ i, WALLBOARD FINISH. = AWNING STYLE yj Q a WINDOW, TYP. // 0 4% J FACILITY LOCATION: ’ o = UY a _—a TROPICAL SHIPPING LLC. v - il (LEASED PLOT) | ae || ! ° PLOT NO. & i 0 EAST HOPE (H.O.V.IC. LANDS) i “4 QUEEN'S QUARTER, ST. CROIX USVI : 5' WIDE — 8" CONCRETE SLAB OVER ‘ 9-28-24 : CORRIDOR CISTERN : “ NO: | REVISION: DATE: : ‘ «4 4 4 ‘ q g 4 a * ad qd ~ 4 4 v “ . a 4 4 -* “4 4 g 4 . 4 v z 4 y 7 4 - gf _ < 4 4 _ a 4 4 < a . 4 wD é 4 x 4 % 44 4 4 4 4 ¢ gv a 4 —P E79) E70) ~~ ee 4 g a aoa 49-4 aa, 4 Gn q am mm Es) fed S A cu r | | t ~ 5 ° ° | SS REeEESEeaaeeeavwmr er er, r_ 71171”0 m_ _—_-v >, _-e _->ee_,, ee—’ws>S’” I: x - 5" CONCRETE SLAB ON GRADE OVER rn | ‘e GRADE ~——___ CONCRETE VAPOR BARRIER ¢ DRAINAGE FILL BACKEFILL FOUNDATION WALL an | a |: % ny i ‘© = + | t ray { ~ j. , «| 8 in er ti CISTERN |. CONCRETE | sg 1. ? CISTERN WALL | A a ° | + ) PROJECT NUMBER: CONCRETE STRIP 8" |: 13'-6" 4 FOOTING, TYP. HF a “4 22264 - ° o SO : - Q a ae : : ‘ : ‘ Stee |e] 8 = ‘ a S oN 5 1. = DRAWING TITLE: 24" W. X 12" THICK FOOTING, 2-0" | I2'-2" | 2-0! BUILDING MONOLITHIC WITH SLAB A 4 SECTION 5" CONCRETE SLAB ON GRADE OVER VAPOR BARRIER ¢ DRAINAGE FILL — SHEET NUMBER: 42'-2" Li | BUILDING SECTION DESIGN DEVELOPMENT ||| 422) V2" | | | | | | | JINOT FOR CONSTRUCTION [| |E= _ 3 ID GYP. BD. SOFFIT IN ' SHOWER ALCOVE BE NTON SUSPENDED CEILING L pawereuction ize (FOREGROUND)? ‘\ SUSPENDED CEILING 3QOO ORANGE GROVE, CHRISTIANSTED —— —— —— __ —— —— ST. CROIX, US. VIRGIN ISLANDS 00820 PHONE: (340) 118-1222 FAX: (340) 118-4T19 PROVIDE CONCEALED BLOCKING AS REQUIRED BEHIND ALL ACCESSORIES WEBSITE: WWWWJBCVICOM SHOWER CURTAIN ROD CURTAIN ¢ ROD it ° A 2'-O" 4" © VERT. RAIL F R a ARCHITECT — MAX. RT. OR SEE ELEVATIONS L VERT. GRAB BAR TT Eee ben VERT. GRAB BAR ( SHOWER HEAD FOR ADD'L INFO. __s L LG. (+96") L ; FAUCET - ¥ 8 omic sone | | 4 SILVERBERG ¥ ; mn &| VARIES : ( = = + r ASSOCIATES VI, PC. = . 9 N ko = uw % Q ve” | | | x x ¥ ne * ye % ARCHITECT 8 6) = HJ ny) Ee ——|> = =; oO =; Ry) _ 7 SHOWER VALVE : Uy Uy K i a 7 = wg r E Q x x < Q x 55 COMPANY STREET, euITE B, CHRIGTIANSTED uw Lr y unt ° : |_| Q Q TE z = Yj Fe TE NJ PHONE: (609) 21-1861 NJ FAX: (609) 921-8326 ; S off HORIZ. GRAB = ~Z — + § [1 Q 5 HORIZ. GRAB ] Q 6" BAR py YF v7 ~ + iq 19 fy BAR = = w | GRAB TOILET WATER LAVATORY LAVATORY - SEAT PAPER SANITARY MIRROR MoP COAT/ MEP ENGINEER | — FOLDING SEAT Q 4 0 E BAR TISSUE CLOSET - SECTION ELEVATION W COVER TOWEL DISP. NAPKIN SINK ROBE - 5 oy) Ry Z DISPENSER SOAP DISP. DISP. 4 WASTE REC. DISPOSAL HOOK L— ADA COMPLIANT ADA COMPLIANT Ri) H — a 4 | THRESHOLD THRESHOLD ~~ a PY ® > ey ey ® © > ® 9) > se \— ™ T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Drive, West Milford, N.J. 07480 | SEE TOILET SIDEWALL | SEE TOILET SIDEWALL eet ee etien og 1eA27944000 ELEVATION FOR ADD'L ELEVATION FOR ADD'L Fax 973-208-0851 INFO. INFO. 1 1 1 1 SHOWER - ELEVATION 'A CONTROL WALL - ELEVATION 'B STRUCTURAL ENGINEER HARRISON HAMNETT, P.C. DI | SHOWER ELEVATIONS D5 |FIXTURE ¢ ACCESSORY MOUNTING HEIGHTS 10 Knowles Stree Pennington, New Jersey 08534 Office (609) 818-1808 1/2" N.T.S. Fax (609) 818-1809 3'-6" "-O" A <J OWNER * g a4 A A 4 <i Bo" "= ; z Ss < BOTTOM OF TRUSS V IVY - - say op peona cs AGAAG VE ropica DCW ~# HW % ¢ Oy, 4 hi SHIPPING A a @ mr Q Zz OPP. OF; a nN x HAND << A401 OPP. Q a r MoP <r 7 : {D> HAND ny - PROFESSIONAL SEAL: - BUCKET . DRAIN — | Z MOP & =e TO MOP CUSTOMERS FLOOR VAL 5-0" min cur “ICT dey A SREY | | | D DESIGN DEVELOPMENT i Q (a) WOMEN 3 — ; © > 5 «a rr] |N OT FOR CONSTRUCTION OOrh SEDIMENT seDimenT| | sO“ ry : rLooR ® FILTERS FILTERS | TR : * DRAIN = 5 — — — — Q a ZL) THIS DRAWING SHALL NOT BE USED FOR DOSS] AV PURIFIER lf ° Oe [|e _ TARA Ee i/ ! 8] IPRESSuUR: NARROW BAR SINK IN ® WATER PRESSURE 1 TANK CALL Won CLANS = 2S Pe PROJECT TITLE / DESCRIPTION: ABOVE) ms l SH eee TROPICAL SHIPPING B J 7 ® Be 2 NEW OFFICES =~ -_—__Y 4 “ CO ae. = C) ! OSA oy VE FACILITY LOCATION: . 0 | H2> (a> TROPICAL SHIPPING L.L.c. PROJECT PROJECT Ta yj | + CAND (LEASED PLOT) OR , (> ¢ EAST NOPE (HOW.LC. LANDS) ! \ 4 e168" QUEEN'S QUARTER, ST. CROIX USVI +4 FILTER ¢ JAN. CLOSETS HS] FILTER CLOSET ELEV. H5 |} CUSTOMER RESTROOM FLAN ine EN — | ~ BLOQ_ ! No: REVISION: DATE: : | OF NO | lV PAINTED GYP. BD. WALL SUSPENDED CEILING | JANITOR “A | CLOSET | SEE HI/A421 FOR ! ea © 1-1/2" OD. GRAB BAR W/ EQUIPMENT PLAN FOR | 7) CONCEALED FASTENERS, CERAMIC TILE 39"-41" ; FILTER ¢ JANITOR PROVIDE CONCEALED -1/2" ; WALL MTD. MIRROR is" H. VERT. CONCEALED BLOCKING @ WALL. | FOLDING | ete |, wd 5'-D" MIN. CLR. GRAB BAR yy = —_t \ SEAT wT, ov = # SENSOR FAUCET ‘ ! 4-138] G2 SHOWER . SENSOR SOAP DISPENSER 0", 3-6" Ht ! -3'-O" MIN. Qi OC PROJECT NUMBER: N 4 nm so mnesece Pe ° -BLIES ge" 2264 Q XZ BE BATTERY OPERATED eS oS uz % = LEGEND (SEE D4/Al04 FOR ADD'L INFO) | CLOSET ADA TRANSFER SHOWER, ‘| 9 aa Q x _ | <2> TOILET TISGUE DISPENSER ADD'L INFO. Z DRAWING TITLE: " ap el ae PROVIDE INSULATION TOILET sseerD y B}" . D SANITARY NAPKIN DISPOSAL | q “og 4 a, 4 TOILET FIXTURES r ADA COMPLIANT PIPING, TYP. ADA COMPLIANT cae QUHERE APPLICABLE) CO) 4 ACCESSORIES jo"-18" 4'-8" MIN. CLR L PROJECT SHEET NUMBER: L| | TOILET ROOM ELEVATION L4 | TOILET SIDEWALL ELEVATION L@| EMPLOYEE RESTROOMS ¢ SHOWER PLAN A " SHEET OF 1/2" 1/2" 1/4 l l l l l l l l | 2 3 4 5 S 7 g 3 ID | | 2 | 3 | 4 | 5 | (a) | a | 8 | 3 | ID UJ UJ UJ UJ UJ UJ UJ UJ i 4 | | HANDRAIL W/ EXTENSIONS 4" H. CURB | EACH SIDE OF BENTON ’ @ EACH SIDE OF RAMP ¢ RAMP, EXCH T AT BUILDING WALL ® CONSTRUCTION, LLC LANDING | C LEARAN C a N OTES 3OOO ORANGE GROVE, CHRISTIANSTED | | ST. CROIX, US. VIRGIN ISLANDS 00820 RAMA - 15" RISE : I5'-6" RUN : - : . MA SLOPE LESS THAN 1:12 LANDING @ 41'-3" @ CLEAR FLOOR AREA @ DOOR, SEE PLAN FOR PHONE: (RBOITE: WWIBCVICOM 4" H. CURB @ OPEN _ | ABOVE GRADE, NO DIMENSIONS PCTENSIONS. EACH anapraal SU POOR SWING? ARCHITECT — £ @ BIDE OF STAIR | \ ABOVE, SEE RCP. || @) 60" Wx 56" D. CLEAR FLOOR AREA @ TOILET Bo | | N\ \ () 30" x 52" CLEAR FLOOR AREA @ LAVATORY SILVERBERG a a TN 30" x 52" CLEAR FLOOR AREA @ KITCHEN ; [1 7 LANDING @ 42!-4" mite - | © SINC WORKEURFACE OR APPLIANCE ASSOCIATES VI, PC. / ABOVE GRADE, NO \ | | ARCHITECTS / GUARDS REQUIRED. \ | | (6) 61" DIAM. TURNING CIRCLE / Ce A | | 8 CAN GT. ORO USVI C2820 / | \ | | | @) OURS CLEAR FLOOR AREA @ TRANSFER NJ PHONE: (609) 221-1861 NU FAX: (68) 221-8326 | | | | | | RAMP - 13" RISE : 13'-6" RUN | | 8) 6D" x 60" CLEAR FLOOR AREA @ RAMP uP | | | MAX SLOPE LESS THAN 1:12 | | LANDING WITH TURN MEP ENGINEER \ | < = | | 64" x 60" T-SHAPED TURNING SPACE - NEW \ | / | | | BUILDINGS - OPTION 2 a \ 7 a TD \ 4 in a | | | T.J.D. ENGINEERING ASSOCIATES, INC. 1 Se Le rc | 2 Hancock Drive, West Milford, N.J. 07480 <J A p a A J Certificate of Authorization 24GA27944000 qv A 4 d 4 A v g Phone 973-208-0054 J Aa 4 A [s—— es OR Fax 973-208-0851 l'-6" s CS} ADA CLEARANCE KETNOTES STRUCTURAL ENGINEER DOOR W/ | CLOSER ¢ | LATCH | DESIGN DEVELOPMENT Q | HARRISON HAMNETT, P.C. D | 40 Knowles Street “ NOT FOR CONSTRUCTION || | 22270 | ao | Office (609) 818-1808 Lg | y ! Fax (609) 818-1809 / \ | / | \\ | Ls a oe 4 \ | 3'-6" ” OWNER , \ De ee 4 Od eS 7 1o'-1" | | \ | LATCH (NO Y y - @ | | CLOSER) / Q | 4 , J 5 = \ ~~ _-@ ! | 2 4 4 \ / ae | a ! ] | \ / _— — eee 4a ee Re KqqQW]] Ose OO S| re | SHIPPING _ \ a Lio") , | | B LOA Bro" \ PRItcHEN|| | _ y ” | 4 | | | : DOOR U7 ~~ | || SINK | ~~ @Q | | | | | LATCH (NO. | | | oO} | | | \\ ® \ | | at | | [4 | I\ \| , , PROFESSIONAL SEAL: J L 4 | | —_ LINX | : ! po fp hi oN l | Popa TT | | Cee W/ | S Ht — — -———- | | | | | _ _|I@___ /_ CLOSER ¢ | = | / | Ka al a @ LATCH | | yt) 4 | | } | | on 4 = ' | | 22 [ oe A Wa O15 OO ; VL ILL LILI LLLL LLL Ag AY] + y (F— @ : © | RANGE / ||| 7 a SSS FT TF —098Be_—:89 Ee V4 ILE} rs eo OVEN 15 = a —____ : | ; | '-19" 1 OQ- —_ T 3'-6" | [ | | | [ = |) | 4 L| ~ 4 | || | ] THIS DRAWING SHALL NOT BE USED FOR | ' _— | | | | | CONSTRUCTION UNLESS A PROFESSIONAL'S ry | | @ =| | ! | i tedeteta intention’ | SEAL AND SIGNATURE ARE ON THE DRAWING x => xa > ! | Yr — ) Il = a . fOr } | } | | | § ! L 3'-6 REFRIGERATOR © | | | PROJECT TITLE / DESCRIPTION: S | | | 1) poor uw t | | jo FREEZER | © WORK- | TROPICAL SHIPFING ry n> “ oe _ | | | Closers | | I LJ tage 7 | | CURFACE NEW OFFICES — “| | [ | | | LATCH | | UC SY —— | i | | | \ = | , 4-0" | pL — seo ! er a] © 4 / Z| L----- ———_ | | L —————— +—— 1 ____J4 ! | | > =} | | | 5'-0"| t 3'-O" |, aa Biel FACILITY LOCATION: : Po a we Hs | 7 7 / \ TROPICAL SHIPPING LLC. ! | &y PP | pe aa at 7 | / || | | I | _ LATCH (NO @ / © PLOT NO. 8 | y @ ! || | | || Closer) | / EAST HOPE (H.O.VLC. LANDS) p----- nH = ! a Lt | [| boy ly ! | \ QUEEN'S QUARTER, ST. CROIX USvI aw o~ | | | DOOR Wy | | || 4 | [| Ss | | | ee | LATCH (NO | | L| |_| | DATE: T— | 5'-D" CLOSER) i | | oF ize \ / 5-28-24 | ——+f+ 4-—-——--H | oO \ | | ! —— | | = | \ / No: | REVISION DATE ——— SS | | | | | TS 4 AS a aa ~ 7 A) N ! | | JANITOR GT) WIA “ — oe | } _ | CLOSET a aul af | _V6" ~ S | am DOOR yO ay ay ay aay LD >, ~*~ | WA VY LATCH ON | Dy CLOSER) ». 7 | fA \ J| ADA CLEARANCES - LOBBY & CUSTOMER RESTROOM | SEAT way] / Sy ly, / | \ ! | | | | £ | FILTER VON | | CLOSET — \ \ ! 4 | CONTRO} \ > | \ _ | | a ae a ae a | = Neen | , Oo / | | PROJECT NUMBER: = \ / | Pe Oh 22254 SN © \ / _ a J 7] : H g py) 9 4 J A i 2 “og 4 4 ; 4 3 4 DRAWING TITLE: CO) PLANS NORTH L5| ADA CLEARANCES - RESTROOMS, SHOWER ¢ BREAK ROOM 1/4" SHEET OF l l l l l l l l | | | | | | | | | | 3 4 5 S T 8 3 ID ∅ ∅ ∅ DESIGN DEVELOPMENT NOT FOR CONSTRUCTION 5-28-24 2 4 5 (a. 7 3 UJ UJ UJ UJ UJ UJ 1d'-|" mA l + | — ae ; BENTON} ®* CONSTRUCTION, LLC = SMe ST. CROIX, US. VIRGIN LANDS eoenD — 8 ~ PHONE: (340) 118-1222 FAX: (340) 118-4119 “ WEBSITE: WWWJBCVLCOM LINE OF UPPER (xx N——- CABINETS Agol 2'-" e'-|" 2'-O" ARCHITECT = L L L L L L L i" i" i" PLYWOOD MILLWORK ~ SHELVING _ ELEV 'B “ SOLID SURFACE \ Q COUNTERTOP Sim. our SUSPENDED SILVERBERG Q x (2 \ . UPPER (1-5) CEILING \ ASSOCIATES VI, PC. ' ry) m \A12a/) ©) ©) 5 CABINETS \O12Y EXHAUST HOOD PAINTED GYP. AROHITECTS RY) ° ~ | (RESIDENTIAL GRADE? Bp. WALL 55 COMPANY STREET, SUITE B, CHRISTIANSTED ) RANGE eXUAUST HOOD SEE MECH. DUGS. ») or eon dont 206i ¢ UPPER x N ABOVE RANGE NJ PHONE: (609) 921-1861 NJ FAX: (609) 921-8326 C) C) neove Bux - CABINETS AT Cy Y wT SIDE WALL, SCHLUTER JOLLY’ += nN . METAL TRIM (CLEAR ; MILLWORK CONCRETE WALL ANODIZED), TYP. MEP ENGINEER Q ELEV ‘A’ REFRIGERATOR iy MILLWORK ip INTERIOR FURRING 4 ) WINDOW, SEE rn) eo" ELEV'c! GYPSUM BOARD EMTEelon \ J - 9'-5" E> NY ELEVATIONS T.J.D. ENGINEERING ASSOCIATES, INC. Wwe 0 2 Hancock Drive, West Milford, N.J. 07480 ZA Ne) Cy, : TILE BACKSPLASH = Certificate of Authorization 24GA27944000 5 | N wo! = L__Q Phone 973-208-0054 t 1 N\ WORK SURFACE WITH ° —-! Fax 973-208-0851 -— KNEE/TOE SPACE “ | eoET | Oo OO | SOLID SURF ° BELOW YP. ; ; ; ; ; COUNTERTOP 3'-O" 5'-|" 2'-O" by 2'-1" N3 STRUCTURAL ENGINEER ca A 7 I 4 [ WINDOW, SEE — WASTE ¢ EXTERIOR — RECYCLING BINS HARRISON HAMNETT, P.C. ELEVATIONS 2'-7 40 Knowles Street _ JS \ RANGE "4 Pennington, New Jersey 08534 Q ADJ. SHELF, re) wel | Office (599) 8 18-1808 ! : ' " a - ———\ ——— ———w SE ——L N YP. mS —_+——-_—4 Z 2 5'.9" t5'-105 x Z _ \ / in 9 | at wn \ = OWNER ay KC JD ee DO DD - 22 \ OPEN BELOW COUNTERTOP = SEE ELEV. 'B' REQUIRED WORKSURFACE L_ BASE CABINET, WITH FRONT APPROACH SHIPPING 45" SEE TYPICAL " FILLER CABINET SECTION _ F5 | MILLWORK ELEVATION 'C — —— — 3/4" DESIGN DEVELOPMENT J ° A —) Fl | MILLWORK PLAN - BREAK RM werepceone, MS Nn A WING WALL — SEE TYPICAL ~] THIS DRAWING SHALL NOT BE USED FOR v2" CABINET SECTION Ca), Ca), Ca), CONSTRUCTION UNLESS A PROFESSIONAL'S UPPER CABINETS UPPER CABINETS SEAL AND SIGNATURE ARE ON THE DRAWING - AT SIDE WALL, AT SIDE WALL, SUSPENDED SUSPENDED SEE ELEV. 'B' SEE ELEV. 'A' 4 SUSPENDED UPPER CABINET, PROJECT TITLE / DESCRIPTION: CEILING CEILING ‘pn CEILING _SEE TYPICAL / 3'-O" CABINET / CABINET SECTION Re oe i 1. L L i" 4, 1. ! n ho 3'-O5" CABINET rol = = - = y) S '-o" S Nae PAINTED GYP ao 2-0" p BLANK L 2'-O" 2'-0" 2'-9" , 2'-0" | FILLER os 7 BD. WALL 4 7| 7 7 Ly CLEAT TO SECURE ») FACILITY LOCATION: ‘ CABINET TO WALL. TROPICAL SHIPPING LLC. 0" BINET TO WALL Y\\ J\\ /\\ /\\ J \\ /\\ TRORICA oui sl sl bY — 4+ —-\-4+—-—-—- LY — — — — - Y¥—- —-+——\ 4 PLOT NO. 8 = oe SEE TYPICAL = — FL. LAr INTERIOR 4 /L--L NE ~ = ADJ. v7 Sift NF 1/4 \ J - EAST HOPE (H.O.VIC. LANDS) 9 ——— CABINET SECTION 9 0 ADJ. SHELF apy. SHELF, 9 SHELE, | 9 QUEEN'S QUARTER, $T. CROIX USVI “ : : FOR NOTES N : ° . en eae ee “ TYP. PSS to 4 Py T A A44 “ ° ° > — ae — — — —_+-~ — L_ —_+_— — . — ——S PL. LAM CABINET SCHLUTER ‘JOLLY’ DATE: 5-28-94 LI) © ° ° ° DOOR W/ WIRE PULLS METAL TRIM (CLEAR \| lV \ lV \ V \ lV \ VY \ VY ) ANODIZED), TYP. i: \ NO: | REVISION: DATE: o'-@" TILE BACKSPLASH 0 TILE BACKSPLASH 0 = TILE BACKSPLASH - TILE BACKSPLASH -| @ - 1% ° ~ ° ° . [——_ S0L ID SURF “ SOLID SURF GFL OUTLET, | “ GFI OUTLET, zy ' " . ' " ° TYP. TYP. ly 2'-® Lb COUNTERTOP 21-2 ly COUNTERTOP mn 6'-|" ome ra 7 7 = =] Sis a) = UU REFRIGERATOR rr KITCHEN | [ =k sn KITCHEN SINK —* PL. LAM FIXED 8 | BL LAM DRAWER — — — \_SINK_ __/ — ih T PANEL y | FRONT W/ WIRE PULL ° ° a a a ~ NY, a ———_ PL. LAM CABINET g ° ° ——— PL. LAM CABINET = / \ / \ Q 2 2 ~~ ~~ & 7 Q DOOR W/ WIRE PULLS 7 ° ° Q DOOR W/ WIRE PULLS LL ADJ. SHELF 7 7 nN 7 “ - =‘ 2 ee 4) es TYP. ‘ N KO ———— ieuR—S (<a eee > apy SHELF, N PROJECT NUMBER: ° ° . Ww a a - + t ~ \ ~ f DRAWING TITLE: TOE KICK, VINYL TOE KICK, VINYL gn gn BASE BASE 5 3'-" 2'-O" 2'-O" he SINK CABINET he BREAK ROOM BASE CABINETS | BASE CABINETS ly lu BASE CABINETS 2]! AT SIDE WALL, AT SIDE WALL, —l tl eI cer — AT SIDE WALL, MILLWORK SINK CABINET TYPICAL CABINETS BASE CABINET, FILLER SEE ELEV. 'B' SEE ELEY. 'A' FILLER BASE CABINET, SEE ELEV. 'C' (SECTION 'A'D) (SECTION 'B') SEE TYPICAL <- “SEE TYPICAL SHEET NUMBER: CABINET SECTION CABINET SECTION l l l | A QZ) | Li | MILLWORK SECTIONS- BREAK RM 15] MILLWORK ELEVATION 'A 13} MILLWORK ELEVATION 'B SHEET OF 3/4" 3/4" 3/4" ] ] ] ] ] | | | | | | 2 4 5 S T 8 | 2 3 4. 5 (a) a 8 3 ID UJ UJ UJ UJ UJ UJ UJ SOLID SURE. | | BENTON |'-8" / L COUNTERTOP CUSTOMER WAITING AREA ®* CONSTRUCTION, LLC — SOLID BLOCKING FOR / |25 (+ ee IT CLOSET ST. CROIX, U.S. VIFRRGIN i ANDES C2020. LddusiiiiliiidiilillllllL fy, VA) Cee s - : - ATTACHMENT OF WINDOW SYSTEM = “ \410z PHONE: (340) 18-222 | FAK, (240) 716-4719 | DOUWNLIGHT, APPROX. SINK : METAL 'L' SHAPED i ARCHITECT Q COUNTERTOP 7 rr 7-0 . ~ BRACKET, TYP. FOR 2 i PO 0 OS F4 r : ——" | — Pn | a Ns OS 0 cc Oc a i | cc cs A102 - Nee sf x) CONCEALED 7 7 =—hr | ooo & R®QQQQQqqqqqqqq eee PL.LAMCABINETW/ SOLID / | |fBJ ooo x1 | —— PTD. GYP. BD. BLOCKING FoR | Fo PR pe, SURFACE COUNTERTOP 2 9 ——/*—————T_...... SILVERBERG SOFFIT BRACKET, TYP. | rr © a ASSOCIATES VI, PC. a re . . . . . . 4 A R Cc H i} T Ee Cc T 8 LINE CE SOFFIT \ erp.a@re ps. | sit Jo fp pe, 8 2 a NG | 1 _——_ ABOVE AND WING SOFEIT a SLL BB COMPANY STREET. oulTe 5. CHRISTIANSTED WALL BEYOND NJ PHONE: (@@9) 921-1861 NJ FAX: (609) 921-8326 . rbran FRAMED ACRYLIC B44 |MILLWORK SECTION —— =~ WINDOW, SECURE TO END LINE OF SOFFIT = EP ENGINEER q WALLS ¢ SOFFIT. PROVIDE ——_ i t ONE POST DOUN AT ABOVE AND |. |_2/4 CUST. SERVICE WORK AREA 4 <4 _ CUSTOMER SERVICE COUNTER aN MIDDLE OF COUNTER. W/ ACRYLIC WINDOW ABOVE T D an CORRIDOR Jy " J CUSTOMERS 4'-o" EMPLOYEES \ < Wiceel Berle B ACK \4 122) T.J.D. ENGINEERING ASSOCIATES, INC. 4" H. SOLID SURF. ¢ SIDES OF ALCOVE t CUSTOMER SERVICE 2 Hancock Drive, West Milford, N.J. 07480 L Al BACKSPLASH @ BACK Certificate of Authorization 24GA27944000 “ er AA" peo 4 £ SIDES OF ALCOVE Fox” 973-208 0681 x a | —— LINE OF WALL PRINTER, BY OTHERS ™ ox ~208- =u SOLID SURF. ‘pn H— SOLID SURF. AT ALCOVE & 0 COUNTERTOP ae A COUNTERTOP | | As STRUCTURAL ENGINEER = y J in ——— SOLID SURF, fi | ___ SOLID BLOCKING + j WwW re") COUNTERTOP SOLID suRFACE = (<esti‘lS#«CdCY OO FOR ATTACHMENT Y AG = COUNTERTOP Wetti‘<‘é‘“YSC*ddYCCUCL. SINK PL. LAM CABINET W/ SOLID OF COUNTERTOP . Ls + j / ts ANGLE BRACKETS—~_ | ||... .- SURFACE COUNTERTOP HARRISON HAMNETT, P.C. | DALE FRONT _—«——, = oS (AS | | oN ly, SES. 40 Knowles Street = FRPP WALL r) W A LL IN pO Pennington, New Jersey 08534 IN / WIRE PULL Fr RY J. _ x t PROTECTION @ - ° ae | | <> PL. LAM (9 =| foo... YA. iD Office (609) 818-1808 a EMPLOYEE SIDE Q ° ° PL. LAM S = DRAWER FRONT QP yo... YA ee ! 4122) Fax (609) 818-1809 rn ° ° Q CABINET DOOR W/ WIRE PULL e127 oe ee ” METAL STUD 4 “ = = 7 W/ WIRE PULLS = ° ° Qa. i en ed a, GYP. BD. WALL ° ° ™ —_ S) 5 5 aq OINET Door B4 pe [ ie ne BELOW COUNTER. \—}——. ADJ. SHELF nN ° o ~ W/ WIRE PULLS ro) nn en } OLNER Ld o ~ EF an PY Yn - ° ° Ne ss Os cc cs Oi cc yp oe 2'-5" SOF N_|- — Apu. SHELF a ep CONFERENCE ROOM 1 " eee MATT TTI TIF = FURNITURE, BY OTHERS TOE KICK, I'-e4" SHIPPING NOTE: PROVIDE FIXED PANEL NOTE: PROVIDE FIXED PANEL VINYL BASE ad i arte IN LIEU OF DRAWER AT SINK IN LIEU OF DRAWER AT SINK | CABINET. OMIT ADJ. SHELF CABINET. OMIT ADJ. SHELF “AS An SURFACE EDGE AT | | RETURN (THIS SIDED | MILLWORK SECTION FS | MILLWORK SECTION r4 MILLWORK SECTION FS MILLWORK FLAN - CUSTOMER SERVICE, WAITING & CONFE! RENCE | M1. PROFESSIONAL SEAL: DESIGN DEVELOPMENT NOT FOR CONSTRUCTION THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS A PROFESSIONAL'S SEAL AND SIGNATURE ARE ON THE DRAWING PROJECT TITLE / DESCRIPTION: TROPICAL SHIPPING NEW OFFICES FACILITY LOCATION: TROPICAL SHIPPING L.L.C. (LEASED PLOT) PLOT NO. & EAST HOPE (H.0.V.I.C. LANDS) QUEEN'S QUARTER, ST. CROIX USVI DATE: 9-28-24 NO: REVISION: DATE: PROVIDE |-1/2" Y/ MM@EECCHHHT@@TTTZTZ@””"™|C€@/ JZ |"! * THICK SOLID | SURFACE EDGE AT RETURN (THIS SIDE) | pepe METAL 'L' SHAPED COUNTERTOP BRACKET, TYP. FOR 2 3/4" | CUSTOMER SERVICE COUNTER] 374" | CONFERENCE ROOM 3/4" |WAITING AREA 1/2" METAL FRAMED ACRYLIC WINDOW, SECURE (1 (3 \ TO END WALLS ¢ SOFFIT. PROVIDE ONE —__ aay aay POST DOWN AT MIDDLE OF COUNTER. +|2'-@"' LINE OF HUNG CEILING "| LINE OF HUNG CEILING "| LINE OF HUNG CEILING "| LINE OF HUNG CEILING "| PTD. GYP. BD. SOFFIT % PTD. GYP. BD. SOFFIT % 5'-38" 5'-5" PAINTED GYP. BD. WALL BEYOND PAINTED GYP. BD. WALL BEYOND eu METAL TRIM @ - a SPEAKER HOLE a”) + mo E . EQ. ° AP ALCOVE PAINTED GYP. BD. a Ore OUE 5 v WALL BEYOND 7 \A127 \A127 DRAWER 4 DRAWER Fey ‘, SOLID SURF. SOLID SURF. o A BACKSPLASH, — FIXED PANEL BACKSPLASH, FIXED PANEL- _ i) THREE SIDES GFI OUTLET THREE SIDES GFI OUTLET | -—— STD. OUTLET ™ : — T= if 1 t SOLID SURF. SOLID SURF. VZZZ, ; COUNTERTOP \ [] COUNTERTOP ) 4 Z At d A PROVIDE GROMMETS AT “ SOLID SURF. Z 4 —* WUC —thbhM“"l — *- i EACH END OF COUNTERTOP i, COUNTERTOP SINK FOR WIRE MANAGEMENT — = naa | N a | N\ YL 4 ° ' o- = on = = KO n 7 TYP. Yo N Q g Q SINK ' 1 ' eee CSTE K-4--+ Sets Mer >] a ONS K4+-=4-4-s] a] [a 1 (EMPLOYEE SIDE ONLY? N\ a N\ YO NN \ CABIET '-5" \ 3'-O" 4 TOE KICK 2'-T"' 2'-T" 2'-2" 2'-2" a 5'-5" 4'-¢" — — L___ ADJ. SHELF a PROJECT NUMBER: 22254 DRAWING TITLE: CUST. SERVICE MILLWORK L| MILLWORK ELEVATION - CUST. SERVICE COUNTER L5 MILLWORK ELEVATION LT MILLWORK ELEVATION | 3 | MILLWORK ELEVATION SHEET NUMBER: AID2 3/4" 3/4" CONFERENCE ROOM 3/4" CUSTOMER WAITING AREA 3/4" CUSTOMER SERVICE WORK AREA SHEET OF >) 1 A) 5 & 3 ID | | 2 | 3 | 4 | 5 | (a) | a | 8 | 3 | ID UJ UJ UJ UJ UJ UJ UJ UJ UJ J HM. FRAME Sook SCHEDULE y pT -Lusi ROOM MATERIAL CODE BENTON? 14 WOOD / g GC) 3'-9" x 1-9" ALUMINUM + Ext-1] ANODIZED | FULL GLASS e Z | Il sipe SEALED CONCRETE A EXTERIOR CEMENT STUCCO EXTERIOR SOFFIT, PAINTED A 2900 ORANGE GROVE, CURICTIANSTED vy fi \ —T Lite, 2 CERAMIC TILE B | PAINTED GYP. BD. AND/OR PLASTER| 2 |SUSPENDED ACOUSTIC TILE ¢GRID] B COMPOSITE BOARD BASE, PHONES (Ne re dauleenea are i ww, 3'-O" x 1-0" - waLase— [EXT-!| ANODIZED | FULL GLAse F ‘\ I WHERE CERAMIC TILE WAINSCOT GYPSUM BOA —_ a @ \ J APPL 3 LUXURY VINYL TILE Cc SAINTED GYE BD ABOVE 3 ew CANT Nou C CERAMIC TILE BASE 3'-D" x 1'-O" - WOOD INT-I STAIN A —— — DOOR MARK INT-| 4 D CERAMIC TILE, FULL HEIGHT 4 NONE D ARCUNECT GC) 3'-9" x 1-9" : woop INT-3| STAIN ID SQ. IN. VISION PANEL b F {4 —$_ HM, FRAME ax, 3'-0" « 1-0" ; woop INT-3| STAIN 12D SQ. IN. VISION PANEL D ; SILVERBERG y S 3'-9" x 1-0" - woop INtT-1 | STAIN WITH SIDELITE, SEE ELEVATIONS Cc / | FULL ASSOCIATES VI, PC. HT Ly ARCHITECT 8 te 4 &) 3'-O" x 1'-O" - WOOD INT-1 STAIN WITH SIDELITE, SEE ELEVATIONS Cc =o LITE NOTES: 55 COMPANY STREET, SUITE B, CHRISTIANSTED \ |) ALL FINISHES ARE ASSUMED NEW UNLESS NOTED OTHERWISE. ST. CROIX, USVI @2E2@ /2\ Loan Loan woop INT-1 STAIN 5 \ NJ PHONE: (609) 921-1861 NJ FAX: (69) 921-2326 YJ 3'-O" x T-@ - 27 2.) ALL FLOOR FINISHES SHALL BE SLIP RESISTANT AND NOT LESS THAN CLASS I] AS PER NFPA 253 (CRITICAL RADIANT FLUX > 022 FULL GLASS LITE QF WATTS/SQ. CM.) 4 3'-O" x 1-0" - WOOD INT-2) STAIN Cc DOOR MARK INT-2 3.) ALL WALL ¢ CEILING FINISHES SHALL BE MIN. CLASS C AS PER ASTM E-84 (FLAME SPREAD INDEX 16-200, SMOKE DEVELOPMENT MEP ENGINEER INDEX 2-450) - 3'-O" x To" . woop INtT-1 | STAIN WITH SIDELITE, SEE ELEVATIONS Cc aN / IDO SQ. IN. _ au an . WITH SIDELITE, SEE ELEVATIONS / T.J.D. ENGINEERING ASSOCIATES, INC. Cf) 3'-O" x T-O . WOOD INT-I STAIN c / VISION PANEL i 2 Hancock Drive, West Milford, N.J. 07480 WITH SIDELITE, SEE ELEVATIONS DESIGN DE E OPMEN Certificate of Authorization 246427944000 re " ve " - - ’ s one — — © | srornre wooo wri] eran ° 3 De | ROOM FINISH SCHEDULE VEL I "Se 3'-D" x 1'-O" - WOOD INT-I STAIN A \ - : SIP NOT FOR CONSTRUCTION C) 3'-D" x 1'-O" WOOD INT-I STAIN A = STRUCTURAL ENGINEER - ann DOOR MARK INT-3 5 C) 3'-D" x 1'-O" - WOOD INT-I STAIN A a4" ¢ ON PC le ALUMINUM FRAME, _* om 3'-O" x T'-O" - woop INT-2| STAIN FULL GLASS LITE Cc ) KYNAR EIN. Loe dé 40 Knowles Street y 1-1/2" OD. HANDRAIL @ O Iv Pennington, New Jersey 08534 3'-O" x 1-9" - woop INT-1 | STAIN B | IMPACT RESIST EACH SIDE OF RAMP. Office (609) 818-1908 1-1/2" OD. HANDRAIL @ ax (609) 818-1809 yd GLAZING 2'-8" x To" - woop INT-1| STAIN 5 , e HANDRAIL EXTENSION EACH SIDE OF RAMP. [20 \ 1 " ' " . . \ . EE —————— = 3'-O" x -0 woop INT-1 | STAIN B =z per post © uss oc | - 8 es - YE ©. . BOTTOM RAIL FOR ADA —— ey Bs 2'-O" x 1'-O" - WOOD INT-I STAIN E DOOR € : EDGE PROTECTION MARK EXT-| : —~ " io BOTTOM RAIL FOR ADA y 4" CONC. SLAB (SLOPED) 7 EDGE PROTECTION RAMP SLOPE Q : Kee r opica i" wn —— : SHIPPING HARDWARE SCHEDULE —— |" max CONC. STEM | WALL, SEE Fr “ MARK | DESCRIPTION 1-@ Ra 4g 6" DRAINAGE FILL GRADE || | {|__| | |—_] | PRIVACY LOCKSET, LEVER HANDLE, STAINLESS STEEL BB. HINGES f ———— BOTTOM OF RAMP 7 TT) i eS 4" CONC. SLAB (SLOPED) — i=. {| [|| {=| [= SROEESSIONAL SEAL. STOREROOM LOCKSET, LEVER HANDLE, STAINLESS STEEL BB. HINGES ee = Tene So Teena QS CLASSROOM LOCKSET, LEVER HANDLE, STAINLESS STEEL BB. HINGES Soe Steuart Dues. } | peers lll | | ss SIDEWALK (4" CONC. |\qoe cae Tye IPN IE &) CLASSROOM LOCKSET, LEVER HANDLE, STAINLESS STEEL B.B. HINGES, DOOR CLOSER | SLAB ON GRADE) CONC. FOUNDATION, te 4 EVE] SEE STRUCT. DWGS. oS aan - | = | |= @ FIXED LEVER HANDLE WITH DEAD BOLT, STAINLESS STEEL BB. HINGES TT] = CONC. FOUNDATION, as & EXTERIOR GRADE PASSAGE LATCHSET WITH LEVER HANDLE ¢ DEAD BOLT, STAINLESS STEEL BB. HINGES SEE STRUCT. DUGS. THIS DRAWING SHALL NOT BE USED FOR DOOR, FRAME ¢ HARDWARE NOTES: I) PROVIDE WEATHER-STRIPPING, SUEEP AND THRESHOLD AT ALL EXTERIOR DOORS PROJECT TITLE / DESCRIPTION: 2.) PROVIDE DOOR STOPS @ ALL DOORS, EXCEPT BI-FOLDING DOORS. . . . TROPICAL SHIPPING Go| RAMP € RAILING - PARTIAL ELEVATION GS} RAMP/RAILING SECT - . NEW OFFICES 3/4" 3/4" FACILITY LOCATION: - HI] DOOR ¢ HARDWARE SCHEDULES ' TROPICAL SHIPPING LLC. (LEASED PLOT) PLOT NO. & LIQUID APPLIED MEMBRANE EAST HOPE (H.0.V.I.C. LANDS) RATED FOR USE WITH QUEEN'S QUARTER, ST. CROIX USv! POTABLE WATER CISTERN. ~ | PAINTED 3" THK — oan PLYWOOD SHELF, DATE: yan fe 5-28-24 DOUBLE 2X4 BLOCKING -— -2@ MIN. CONT. INSULATION SEPARATRING RIGID (3" THICK POLYTIGOCY ANURATE INSULATION PANELS RIGID BOARD, OR APPROVED NO: | REVISION: DATE: L WINDOW SCHEDULE EQUAL) MARK | ROUGH OPENING TYPE| FRAME TYPE SILL HEIGHT | HEAD HEIGHT OPERATION REMARKS a THICK, KILN | DRIED AFTER re ; a 3'-O" Wx 3'-O" H. a ALUMINUM 31-6" 6-6" AWNING LOW-E, IMPACT RESISTANT GLAZING 2 NONE bo" Wx 6" H “ ALUMINUM 5!" 6'-6" AUNING LOW-E, IMPACT RESISTANT GLAZING 5/8" COX PLYWOOD on ou gn gu LOW-E, IMPACT RESISTANT GLAZING 2) 5'-D" W. x 5'-O" H. 2 ALUMINUM '-6 6'-6 FIXED TRUE DIVIDED LITE (242) CONT. METAL WOOD TRUSS STRAP - - Q L : . ! “ 0 2X BLOCKING PROJECT NUMBER: @ 48" OC. MAX. y 3 N 22254 2x8 FASCIA BOARD, PAINTED = DRAWING TITLE: S Y PAINTED 2x4 AT SOFFIT PANEL, PAINTED “ FRONT EDGE OF ARCH. SCHEDS 5 WINDOW TYPE #4 WINDOW TYPE #2 ' ° 4 DETAILS CONCRETE WALL, STUCCO FIN. @ EXTERIOR SHEET NUMBER: L| WINDOW SCHEDULE L5 | TYPICAL ROOF 4 EAVE DETAIL LS | SECT. - PLYWD. SHELF SHEET OF N.T.S. 2" l l l l l l l l l 1 1 1 1 1 1 1 1 1 | 2 3 4 5 S T 8 3 ID 4 5 ID D6lDD - ROUGH CARPENTRY |. WORK INCLUDES: A) MISCELLANEOUS BLOCKING, ETC. WHERE INDICATED ON DRAWINGS. B) BACKER BOARDS FOR M/E/P EQUIPMENT C) INSTALLATION OF FINISH HARDWARE 2. WOOD FOR ROUGH CARPENTRY BLOCKING SHALL BE SOUTHERN YELLOW PINE NO. 2 OR BETTER. WOOD FOR GROUNDS, BLOCKING, NAILERS, ETC WHEREVER IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED TELLOW PINE OR FIR. 3. LUMBER FOR ROUGH CARPENTRY SHALL BE AIR-SEASONED AND KILN DRIED TO A MOISTURE CONTENT OF NOT GREATER THAN 20 PERCENT BY DRY WEIGHT. LUMBER FOR FINISHED CARPENTRY SHALL BE AIR-SEASONED AND KILN DRIED FOR A MOISTURE CONTENT OF NOT GREATER THAN 12% BY DRY WEIGHT. 4. PLYWOOD SHEATHING 4 BLOCKING SHALL BE FIRE RESISTANCE TREATED PLYWOOD WITH PAINT GRADE VENEER, WHERE EXPOSED. 26420 - ARCHITECTURAL WOODWORK I. WORK INCLUDES: A) SOLID SURFACE COUNTERTOPS ¢ SUPPORTS B) BUILT-IN MILLWORK C) PLASTIC LAMINATE CABINETRY 4 WALL FINISHES 2. MATERIALS FOR CUSTOM CABINETRY SHALL BE PLYWOOD IN THICKNESS INDICATED ON THE DRAWINGS, FOR PLASTIC LAMINATE FINISH. PLYWOOD STANDARDS SHALL COMPLY WITH THE AMERICAN WOODWORK INSTITUTE STANDARDS FOR "CUSTOM" GRADE CABINETRY. 3. SOLID SURFACE COUNTERTOP MATERIALS SHALL BE AS INDICATED IN THE FINISH SCHEDULE. SOLID SURFACES SHALL BE FABRICATED BY A CONTRACTOR WITH A MINIMUM OF 5 TEARS EXPERIENCE IN SIMILAR PROJECTS. FABRICATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 4, PLASTIC LAMINATE SHALL BE HIGH PRESSURE LAMINATE BY FORMICA, WILSONART, ETC. SEE FINISH SCHEDULE FOR COLOR é FINISHES. 5. ALL WORK SHALL CONFORM TO AW! CUSTOM GRADE. CUT AND FIT ACCURATELY IN PLACE, TRUE, LEVEL, PLUMB, AND SQUARE, PERMANENTLY SECURED. WORK SHALL BE TIGHT, FREE OF SCRATCHES AND DENTS, AND FINISHED WITHOUT USE OF UNSIGHTLY FILERS OR PATCHES 6. THE CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES, INSTALLATION ACCESSORIES, ANCHORS, CLIPS, BOLTS, SURROUNDS, MOULDINGS, CLOSURES, FILLERS, TRIM AND ALL SIMILAR ITEMS REQUIRED FOR A COMPLETE INSTALLATION. COUNTERTOP SUPPORTS SHALL BE 'RAKKS' COUNTERTOP SUPPORT BRACKET (EH SERIES), FINISH FROM STOCK COLORS (MILL ALUM, ALL ANODIZED COLORS 4 ALL POWDER COAT COLORS), SIZE TO BE COORDINATED WITH COUNTERTOP DEPTH. 1. SHOP DRAWINGS # MATERIAL SAMPLES SHALL BE PROVIDED TO THE ARCHITECT FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION OF ANT MILLWORK ITEMS. O1200 - THERMAL INSULATION l. INTERIOR BATT INSULATION SHALL BE UNFACED MINERAL WOOL BATT INSULATION. THICKNESS AS INDICATED ON DRAWINGS ¢ WIDTH TO MATCH STUD SPACING. 2. INTERIOR RIGID BOARD INSULATION SHALL BE OWENS CORNING 'FOAMULAR' EXTRUDED POLYSTYRENE (XPS) RIGID FOAM INSULATION OR APPROVED EQUAL. THICKNESS AS INDICATED ON DRAWINGS. 3. INSULATION ABOVE SHEATHING SHALL BE POLYISOCYANURATE RIGID BOARD INSULATION (3" THICK) OR R-20 MIN. D1502 - LIQUID APPLIED MEMBRANE ROOFING LIQUID APPLIED ROOF MEMBRANE SHALL BE 2. PROVIDE CONTINUOUS GUTTER AT ALL SIDES OF BUILDING WITH DOWNSPOUTS LOCATED AS INDICATED. DOWNSPOUTS SHALL BE TIED INTO CISTERN. DBIDD - WOOD DOORS ¢ HOLLOW METAL FRAMES l. THE CONTRACTOR SHALL FURNISH ¢ INSTALL ALL WOOD DOORS # HOLLOW METAL FRAMES AND RELATED WORK AS REQ'D ON THE DRAWINGS ¢ SPEC'D HEREIN. 2. CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION MEANS ¢ METHODS. 3. THE CONTRACTOR SHALL VERIFY THAT ALL DOORS AND HARDWARE ARE FUNCTIONING CORRECTLY PRIOR TO FINAL COMPLETION. 4, WOOD DOORS SHALL BE FLUSH TYPE, 1-3/4" THICK WITH STAIN GRADE VENEER (MAPLE). PROVIDE SOLID BANDING AT PERIMETER TO MATCH VENEER. PROVIDE SOLID BLOCKING AT HARDWARE INSTALLATION LOCATIONS. 5. HOLLOW METAL FRAMES SHALL BE A COMBINATION OF PROFILES, WITH INTEGRAL TRIM CONSTRUCTED OF I6 GA. STEEL, FOR OPENINGS UP TO 6'-4" WIDE AND 14 GA. STEEL FOR ALL WIDER OPENINGS. ALL FRAMES SHALL BE WELDED, PROVIDE APPROVED REINFORCING IN THE HEADS OF ALL FRAMES AS REQUIRED FOR RIGIDITY. 6. PROVIDE HOLLOW METAL BORROWED LITE FRAMES AS SHOWN ON DRAWINGS. PROVIDE TEMPERED GLAZING AND METAL GLAZING STOPS AS REQ'D. T. DOORS SHALL BE INSTALLED TO OPERATE FREELY WITH PROPER CLEARANCES, AND WITHOUT BINDING. SEE FINISH HARDWARE SPECIFICATION SECTION FOR ADDITIONAL INFORMATION 28420 - ALUMINUM ENTRY DOORS ¢ EXTERIOR WINDOWS |. ALUMINUM ENTRY DOORS AND EXTERIOR WINDOWS SHALL BE MANUFACTURERED BY CGI WINDOWS #¢ DOORS AND CGI COMMERCIAL - DIFFERENT PRODUCT LINES FROM PGT INNOVATION BRANDS. l. WINDOWS AND DOORS SHALL BE AS FOLLOWS: FIXED WINDOWS - CGI SENTINEL SERIES ‘FIXED LITE PICTURE WINDOW' 130 AWNING WINDOWS - CGI SENTINEL SERIES 'PROJECT OUT/AUWNING WINDOW' *238SN ENTRY DOORS - CGl COMMERCIAL 'IMPACT STOREFRONT DOOR' *CGIC 3552 3. ALL WINDOWS AND DOOR SHALL BE RATED FOR HIGH VELOCITY HURRICANE ZONE, LARGE MISSILE IMPACT. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS, INCLUDING ANCHOR SPACING AND LOCATIONS FROM THE RELEVANT MIAMI-DADE NOTICE OF APPROVAL OR FLORIDA PRODUCT APPROVAL DOCUMENT. 4. ALL DOORS SHALL MEET THE REQUIREMENTS OF THE AMERICANS WITH DISABILITY ACT (ADA) INCLUDING HARDWARE, REQUIRED HEIGHT OF THE DOOR BOTTOM AND THE REQUIREMENTS AT THE THRESHOLD. 5. ALL GLAZING SHALL INCLUDE STRUCTURAL INTERLATER FOR HIGH VELOCITY HURRICANE ZONE IMPACT RESISTANCE (LARGE MISSILE) GLAZING SHALL BE INSULATED GLAZING UNITS AND SHALL BE BUILT UP AS FOLLOWS (CONFIRM WITH MANUFACTURER): 4" THK. TINTED GLASS (COLOR TO BE SELECTED FROM STANDARD OPTIONS) M6" AIR SPACE 1/4" CLEAR, HEAT STRENGTHENED GLASS ©2320" SENTRYGLAS BY KURRAY (FORMERLY KNOWN AS 'SGP' BY DUPONT) 1/4" CLEAR, HEAT STRENGTHENED GLASS 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION MEANS AND METHODS. STOREFRONT SHALL BE INSTALLED, PLUMB ¢ LEVEL. T. THE CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER'S REPRESENTATIVE TO HAVE AN ONSITE MEETING AT THE START OF THE WINDOW/DOOR INSTALLATION SO THAT THE MANUF. REP. MAY OBSERVE THE CONTRACTORS WORK AND MAKE RECOMMENDATIONS AS REQUIRED. 8. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO FABRICATION. O8102 - FINISH HARDWARE I. FURNISH AND INSTALL ALL FINISH HARDWARE AND RELATED WORK AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. KEYTING: COORDINATE WITH OWNER FOR ALL KETING REQUIREMENTS. 3. CONTRACTOR TO VERIFY ALL HARDWARE MEETS ADA REQ'MTS. AND TO SUBMIT HARDWARE SCHED. ¢ CUT SHEETS OF ALL ITEMS TO ARCHITECT PRIOR TO ORDERING. 4, MANUFACTURERS ¢ CATALOG NUMBERS (SUGGESTED MANUFACTURERS BELOW - OR APPROVED EQUAL): (CONTRACTOR TO VERIFY ALL HARDWARE MATCHES BUILDING STANDARDS AND SUBMIT SCHEDULE ¢ CUT SHEETS PRIOR TO ORDERING) HINGES: HAGER BBIISI (STAINLESS STEEL) 4% x 44% US32D LOCKSETS: SCHLAGE AL SERIES CYLINDER LOCKSET WITH LEVER HANDLE (SEE SCHEDULE FOR FUNCTIONS) CLOSERS: LCN 404] ALUM. DOOR STOPS: FLOOR: IVES FS436 OR FS438 WALL: IVES WS406 OR WS401 GASKETING: ASSA ABLOY - PEMKO 'S88W', SILICONSEAL ADHESIVE BACKED, WHITE KICK PLATES: HAGER 190S-US32D, STAINLESS STEEL, 34" W. x 34" H. 28802 - GLAZING |. ALL GLAZING IN EXTERIOR DOORS # WINDOWS SHALL BE INSULATED GLAZING UNITS INCLUDING A STRUCTURAL INTERLATER FOR HIGH VELOCITY HURRICANE ZONE IMPACT RESISTANCE (LARGE MISSILE). GLAZING FOR WINDOWS SHALL BE |-5/16" IGU. GLAZING FOR DOORS MAY BE REDUCED THICKNESS (1" IGUD INSULATED GLAZING UNITS SHALL BE BUILT UP AS FOLLOWS: (EXTERIOR) 1/4" THK. SOLARBAN 10XL (2) CLEAR 1/2" AIR SPACE (ARGON FILLED) 1/4" CLEAR, HEAT STRENGTHENED GLASS 220" SENTRYGLAS BY KURRAYT (FORMERLY KNOWN AS 'SGFP' BY DUPONT) 1/4" CLEAR, HEAT STRENGTHENED GLASS CINTERIOR) 2. INSULATED GLAZING UNITS SHALL MEET ENERGY CONSERVATION CODE REQUIREMENTS. MAXIMUM U-VALUE SHALL BE 225 AND MINIMUM SOLAR HEAT GAIN COEFFICIENT SHALL BE 2.4 3. GLAZING AT INTERIOR DOORS WITH VISION PANELS SHALL BE 1/4" THK LAMINATED SAFETY GLASS (CLEAR) O2260 - DRYWALL AND STUDS l. CONTRACTOR SHALL PROVIDE ALL STEEL DRYWALL STUDS 4 SUSPENDED DRYWALL SUPPORT SYSTEMS FOR ASSEMBLIES AS INDICATED ON THE PLAN. STEEL DRYWALL STUDS TO BE MINIMUM 25 GAGE. SEE WALL TYPE DESCRIPTIONS 4 CEILING SOFFIT DETAILS FOR ADDITIONAL INFORMATION. 2. ALL DYRWALL PARTITIONS SHALL BE ERECTED PLUMB ¢ STRAIGHT AND SECURED TO THE CONCRETE SLAB BELOW AND TO THE STRUCTURE ABOVE. CONTRACTOR SHALL PROVIDE CUTOUTS FOR ALL ELECTRICAL BOXES, DEVICES, ETC. AS REQ'D. 3. DYRWALL SUSPENSION SYSTEM SHALL BE USG DRYWALL SUSPENSION SYSTEM OR EQUAL. PROVIDE ALL REQUIRED SYSTEM COMPONENTS, INCLUDING HANGERS, MAIN TEES, CROSS TEES, MOLDINGS, CLIPS, ETC. FOR A COMPLETE INSTALLATION. 4. STANDARD GYPSUM WALLBOARD SHALL BE OF THE THICKNESS INDICATED, 48" WIDE USG "SHEETROCK BRAND, MOLD TOUGH FIRECODE CORE (TYPE <) GYPSUM PANELS" WITH STANDARD TAPERED EDGES OR EQUAL 5. GYPSUM PANELS FOR CEILINGS AND HORIZONTAL SOFFITS SHALL BE 2" THICK, 48" WIDE USG "SHEETROCK BRAND, MOLD TOUGH, REGULAR CORE GYPSUM PANELS" WITH STANDARD TAPERED EDGES OR EQUAL. 6. WALL PANELS FOR LOCATIONS WITH CERAMIC TILE FINISH SHALL BE 5/8" THK, 48" WIDE USG "DUROCK" CEMENT BOARD 1. PROVIDE A LEVEL 4 FINISH ON ALL WALLBOARD SURFACES PER ASTM C842. 22300 - CERAMIC TILE I. THE CONTRACTOR SHALL FURNISH ¢ INSTALL ALL CERAMIC TILE AND RELATED WORK AS REQ'D ON THE DRAWINGS AND SPECIFIED HEREIN. A) CERAMIC FLOOR TILE 4 BASE @ RESTROOMS B) CERAMIC WALL TILE @ RESTROOMS 2. FLOOR TILE SHALL BE DALTILE 'KEYSTONE' COLORBODY'", 2"x2" MOSAIC TILES. PROVIDE MATCHING COVE BASE 3. WALL TILE SHALL BE DALTILE 'SEMIGLOSS', 6"x6" GLAZED WALL TILE. PROVIDE BULLNOSE TILES @ TOP OF WAINSCOT. 4. PROVIDE MARBLE SADDLES AT ENTRANCE DOORS TO RESTROOMS 5. ALL TILE SHALL BE INSTALLED USING A WATER-CLEANABLE, THIN-SET, HIGH-STRENGTH EPOXT MORTAR AND NON-SAGGING GROUT (LATICRETE 'SPECTRALOCK PRO', MAPE! ‘KERAPOXT' OR APPROVED EQUAL). COLOR BY INTERIOR DESIGNERS OR ARCHITECT 6. ALL FLOOR TILE SHALL BE INSTALLED LEVEL UNLESS NOTED OTHERUWISE. PROVIDE FLOOR LEVELING AS REQUIRED. 1. ALL TILE SHALL BE NEATLY CUT AND FIT AT ITEMS INTERSECTING AND ABUTTING THE TILE SURFACES. THE EDGES OF CUT TILE SHALL BE GROUND SMOOTH. &. ALL JOINTS BETWEEN TILE WORK AND PLUMBING FIXTURES SHALL BE RAKED AND CAULKED WITH AN ELASTIC CAULKING COMPOUND. 22502 - CEILING TILE ¢ GRID l. THE CONTRACTOR SHALL FURNISH ¢ INSTALL ALL ACOUSTICAL CEILING TILE, SUSPENDED GRID AND RELATED WORK AS REQ'D ON THE DRAWINGS AND SPECIFIED HEREIN. 2. SUSPENDED GRID SHALL BE CERTAINTEED I5/l6" 'CLASSIC STAB' EXPOSED GRID/TEE. ACOUSTIC TILE SHALL BE CERTAINTEED 'PERFORMA SYMPHONY m' SQUARE LAY-IN, 2'X2'x3/4" OR 2'x4'x3/4" TILES AS INDICATED. 3. GRID SHALL BE INSTALLED LEVEL ¢ SQUARE. SEE REFLECTED CEILING PLAN FOR ALL ELEVATIONS. 4. PROVIDE WALL ANGLE WHERE CEILING INTERSECTS WITH WALLS. 5. PROVIDE CUT-OUTS FOR ALL ELECTRICAL ¢ MECHANICAL CEILING FIXTURES. 22650 - RESILIENT FLOORING l. THE CONTRACTOR SHALL FURNISH ¢ INSTALL ALL RESILIENT FLOOR TILE, WALL BASE 4 TRANSITIONS AND RELATED WORK AS REQ'D ON THE DRAWINGS AND SPECIFIED HEREIN. 2. RESILIENT FLOOR TILE SHALL BE Xx LUXURY VINYL TILE, OR APPROVED EQUAL. 3. VINYL WALL BASE SHALL BE 4" HIGH, COVE BASE BY ARMSTRONG, ROPPE OR EQUAL. 4. TRANSITION STRIPS SHALL BE OF APPROVED TYPE, WIDTH AND COLOR. COORDINATE WITH INTERIOR DESIGNERS WHERE REQUIRED. 5. ALL MATERIALS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR |S RESPONSIBLE FOR PROVIDING A SMOOTH FINISH AT EXISTING SLAB. @.NO HEAVY TRAFFIC FOR A MIN. OF 12 HOURS AFTER INSTALLATION. 22200 - PAINTING l. THE CONTRACTOR SHALL PROVIDE ALL PAINTING AND RELATED WORK AS SPECIFIED HEREIN AND AS REQUIRED BY THE DRAWINGS A. PAINTING OF THE EXPOSED FACE OF ALL WALL ¢ CEILING SURFACES WHERE INDICATED ON DRAWINGS, INCLUDING SOFFITS, PARTITIONS AND OTHER WALL SURFACES. APPLY INTERIOR LATEX PAINT TO ALL INTERIOR EXPOSED GYP. BD. SURFACES, INTERIOR EXPOSED WOOD FROOF SURFACES ¢ EXTERIOR EXPOSED ROOF SURFACES ¢ FRAMING WITHIN THE AREA OF WORK AND AS REQUIRED BY THIS CONTRACT. ALL WALL FINISHES SHALL BE 'EGGSHELL' ¢ ALL CEILING FINISHES 'FLAT', UNLESS DIRECTED OTHERWISE. B. PAINTING OF NEW DOORS ¢ FRAMES, AS INDICATED. COLOR BY ARCHITECT / OWNER - FINISH SHALL BE SEMI-GLOSS UNLESS NOTED OTHERUISE Cc. PAINTING OF ALL EXPOSED EXTERIOR WOOD. D. TOUCHING UP ISOLATED ITEMS OR FEATURES OF THE WORK AFTER PAINTING AND FINISHING HAS BEEN COMPLETED WHERE SUCH SURFACES HAVE BEEN SUBSEQUENTLY MARRED OR DAMAGED BEFORE FINAL COMPLETION AND ACCEPTANCE OF ALL WORK UNDER THIS CONTRACT. 2. THE CONTRACTOR SHALL PROVIDE DROP CLOTHS AND TAKE MEASURES TO PROTECT ALL FINISHED SURFACES AND SHALL IMMEDIATELY REMOVE ALL SPATTER AND STAINS FROM SUCH SURFACES. ALL HARDWARE, TRIM FOR LIGHTING FIXTURES, SWITCH PLATES AND SIMILAR ITEMS SHALL BE REMOVED PRIOR TO PAINTING AND FINISHING, AND SUBSEQUENTLY REPLACED. 3. THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, PLANKS, HORSES AND EQUIPMENT REQUIRED FOR THE PROPER COMPLETION OF THE WORK. 4. THE CONTRACTOR SHALL OBTAIN THE OWNER'S APPROVAL OF ALL MATERIALS PROPOSED TO BE USED, AND SHALL PREPARE AND SUBMIT SAMPLES FOR APPROVAL AS REQUIRED BY THE OWNER ALL PAINTS ¢ FINISHES SHALL BE OF COLORS, LUSTERS ¢ TEXTURES AS DIRECTED BY OWNER AND INDICATED HEREIN 5. MATERIALS SHALL BE BROUGHT TO THE BUILDING IN THEIR ORIGINAL UNOPENED CONTAINERS AND SHALL BE USED WITHOUT THINNING, UNLESS OTHERWISE APPROVED BY THE OWNER, AND ONLY THEN IN STRICT ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. 6. MATERIALS FOR INTERIOR ¢ EXTERIOR PAINTING SHALL BE PRODUCED BY THE FOLLOWING MANUFACTURERS OR APPROVED EQUAL: SHERWIN WILLIAMS, BENJAMIN MOORE, OLYMPIC. PROVIDE MANUFACTURER RECOMMENDED PRIMERS. APPLY ONE COAT OF PRIMER AND TWO FINISH COATS, MIN. 1. MATERIALS FOR EXTERIOR PAINTING @ HOLLOW METAL DOORS ¢ FRAMES SHALL BE PRODUCED BY BENJAMIN MOORE (IRONCLAD RETARDO RUST INHIBITIVE PRIMER ¢ MOORCRAFT LATEX SEMI-GLOSS ENAMEL) OR APPROVED EQUAL. 8 MATERIALS FOR EXTERIOR PAINTING @ EXPOSED WOOD SURFACES SHALL BE OLYMPIC ‘ELITE SOLID COLOR ADVANCED STAIN + SEALANT IN ONE' (PRODUCT *80321), OR APPROVED EQUAL. COLOR SHALL BE BY ARCHITECT / OWNER. FOLLOW MANUFACTURER'S RECOMMENDATION FOR SURFACE PREPARATION. 19282: TOILET ¢ SHOWER ACCESSORIES |. ALL TOILET ACCESSORIES LISTED BELOW ARE BY BOBRICK, CLASSIC SERIES UNLESS NOTED OTHERUISE. SIMILAR ITEMS BY OTHER MANUFACTURER ACCEPTABLE WITH APPROVAL. GRAB BARS: I," OD. STAINLESS STEEL GRAB BARS W/ SNAP FLANGE (BOBRICK SERIES B-6806) IN LENGTHS SHOWN ON FLAN TOILET PAPER DISPENSER: BOBRICK *B-2888, CLASSIC SERIES, SURFACE MOUNTED MULTI-ROLL TOILET PAPER DISPENSER, SATIN STAINLESS STEEL FIN. COMBINATION PAPER TOWEL DISPENSER/WASTE UNIT: BOBRICK “68-3944, CLASSIC SERIES RECESSED CONVERTIBLE PAPER TOWEL DISPENSER / WASTE RECEPTACLE. PAPER TOWEL DISPENSER: BOBRICK “8-353, RECESSED PAPER TOWEL DISPENSER - FOR C-FOLD OR MULTI-FOLD PAPER TOWELS. SOAP DISPENSER: BOBRICK *B-822, LAVATORY MOUNTED SOAP DISPENSER W/ 20 FL. OZ. UNDER-COUNTER CONTAINER ¢ MANUAL PISTON PUMP. MIRROR: BOBRICK *B-165 SERIES CHANNEL -FRAME STAINLESS STEEL FRAMED MIRROR IN SIZE AS SHOWN ON ELEVATIONS TOILET SEAT COVER DISPENSER: BOBRICK "B-221, SURFACE MOUNTED TOILET SEAT COVER DISPENSER, SATIN STAINLESS STEEL FIN. SANITARY NAPKIN DISPOSAL: BOBRICK “8-254 CLASSIC SERIES SURFACE -MOUNTED SANITARY NAPKIN DISPOSAL WITH SATIN STAINLES STEEL FIN. 2. SHOWER COMPARTMENTS SHALL INCLUDE THE FOLLOWING ITEMS. (SEE PLUMBING SPECIFICATION FOR ADDITIONAL INFORMATION). SHOWER GRAB BARS: In" OD. STAINLESS STEEL GRAB BARS W/ SNAP FLANGE (BOBRICK SERIES B-68026) HORIZONTAL GRAB BAR SHALL BE B-686] 'HORIZONTAL TWO-WALL BAR FOR SHOWER STALL". VERTICAL GRAB BAR SHALL BE 18" LONG. SHOWER SEAT: BOBRICK B-5!I1 OR B-518 'WALL MOUNT, L-SHAPED, FOLD-DOWN SEAT', RIGHT OR LEFT HAND DEPENDING ON SHOWER CONFIGURATION. ROBE HOOK: BOBRICK *B-612, SURFACE MOUNTED DOUBLE ROBE HOOK. SHOWER CURTAIN ROD: BOBRICK 'B-201' HEAVY DUTT SHOWER CURTAIN ROD WITH CONCEALED MOUNTING. ADJUSTABLE LENGTH 36" - 12" LONG, STAINLESS STEEL. SHOWER CURTAIN: BOBRICK '204-2' VINYL SHOWER CURTAIN 42"x12" 4 '204-1' SHOWER CURTAIN HOOKS. ID100: SUN SHADING PRODUCTS . SUN SHADING APPLIED AT THE EXTERIOR OF THE BUILDING SHALL BE CSI ‘AIRFOIL SUNSHADE SYSTEM' OR APPROVED EQUAL 2. SUN SHADES SHALL BE SECURED TO EXTERIOR WALL WITH CONCRETE ANCHORS. CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS FOR REQUIRED ANCHORS TO MEET WIND LOADS. BENTON * CONSTRUCTION, LLC 3009 ORANGE GROVE, CHRISTIANSTED ST. CROIX, US. VIRGIN ISLANDS 20820 PHONE: (340) 118-1222 FAX: (340) 118-4119 WEBSITE: WWUJBCVI.COM ARCHITECT SILVERBERG ASSOCIATES VI, F.C. ARCHITECT 8 55 COMPANY STREET, SUITE B, CHRISTIANSTED ST. CROIX, USVI 0820 NJ PHONE: (609) 921-1861 NJ FAX: (609) 921-8326 MEP ENGINEER T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Drive, West Milford, N.J. 07480 Certificate of Authorization 24GA27944000 Phone 973—208-—0054 Fax 973-208-0851 STRUCTURAL ENGINEER HARRISON HAMNETT, P.C. 40 Knowles Street Pennington, New Jersey 08534 Office (609) 818-1808 Fax (609) 818-1809 OWNER ¢ropical HIPPIAG PROFESSIONAL SEAL: DESIGN DEVELOPMENT NOT FOR CONSTRUCTION THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS A PROFESSIONAL'S SEAL AND SIGNATURE ARE ON THE DRAWING PROJECT TITLE / DESCRIPTION: TROPICAL SHIPPING NEW OFFICES FACILITY LOCATION: TROPICAL SHIPPING L.L.C. (LEASED PLOT) PLOT NO. & EAST HOPE (H.0.V.I.C. LANDS) QUEEN'S QUARTER, ST. CROIX USVI DATE: 9-28-24 NO: REVISION: DATE: PROJECT NUMBER: 22254 ARCHITECTURAL SPECIFICATIONS L| ARCHITECTURAL SPECIFICATIONS SHEET NUMBER: ASBD2 SHEET OF ID ( ) DESIGN DEVELOPMENT NOT FOR CONSTRUCTION 5-28-24 Drawing name: C:\Users\Nataliia\AppData\Local\ Temp \AcPublish_32972\ Tropical Shipping.dwg Date: May 23, 2024 — 5:22pm Cc A - ~) 4x4 WD POST W/ SIMPSON POST BASE AND CAP \ (3)2 x 8's 4x4 WD POST W/ SIMPSON POST BASE AND CAP _— LJ 2x & LEDGER $-30| RI $-30 O/C Cc @ 24" TYPE PREFABRICATED | TRuseee TRUSS GIRDER TRUSS GIRDER MECH. EQUIP II SEE MECH DUG'e vA ay @-24"S(O/C TYPE |ic RI 8-301} PREFABRICATED || TRUSSES PREFABRICATED | STEP DOWN TRUSSES J 24" O/C TYPE 4 PREFABRICATED_| TRUSSES @24"TO/C TYPE|A r---c+- 2x6 @] BETWEEN TRUSSES TRUSS GIRDER ll | 16"0O/C | Il Ul) PREFABRICATED | TRUSSES @24"TO/C TYPE|A TRUSSES Y@ 24" O/C YPE|B PREFABRICATED] STEP DOWN 2x 8 @ 24" oc. TTP. A TTP. B TRUSS DIAGRAM NOT TO SCALE $-301 TTP. C 5'-g" CLEAR $-32 ROOF FRAMING PLAN 4" = |'-o" ROOF SHEATHING: 3/4" APA RATED PLYWOOD. COORDINATE SIZE ¢ LOCATION OF ALL ROOF OPNGS. W/ ARCH. DWGS. ALL CONVENTIONAL JOIST, RAFTERS AND HEADERS TO BE DOUGLAS FIR NO. 2 AND BETTER. PROVIDE BEAM HANGERS CAPABLE OF DEVELOPING THE FULL END REACTION OF THE MEMBER AT THE BEAMS AND JOISTS FRAMING FLUSH FRAMED BEAMS. BENTON Sig * CONSTRUCTION, LLC 3009 ORANGE GROVE, CHRISTIANSTED ST. CROIX, US. VIRGIN ISLANDS 00820 PHONE: (340) 118-1222 FAX: (340) 118-4119 WEBSITE: WWWJBCVI.COM ARCHITECT SILVERBERG ASSOCIATES VI, P.C. ARCHITECTS 55 COMPANY STREET, SUITE B, CHRISTIANSTED ST. CROIX, USVI OO820 NJ PHONE: (609) 921-1861 NJ FAX: (6092) 921-8326 MEP ENGINEER 6 T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Drive, West Milford, N.J. 07480 Certificate of Authorization 24GA27944000 Phone 973-208-0054 Fax 973-208-0851 STRUCTURAL ENGINEER HARRISON HAMNETT, P.C. 40 Knowles Street Pennington, New Jersey 08534 Office (609) 818-1808 Fax (609) 818-1809 OWNER ¢ropical HIPPIAG PROFESSIONAL SEAL: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS A PROFESSIONAL'S SEAL AND SIGNATURE ARE ON THE DRAWING PROJECT TITLE / DESCRIPTION: TROPICAL SHIPPING NEW OFFICES FACILITY LOCATION: TROPICAL SHIPPING L.L.c. (LEASED PLOT) PLOT NO. & EAST HOPE (H.0.V.I.C. LANDS) QUEEN'S QUARTER, ST. CROIX USVI DATE: 9-28-24 NO: REVISION: DATE: PROJECT NUMBER: 22254 DESIGN DEVELOPMENT NOT FOR CONSTRUCTION DRAWING TITLE: ROOF FRAMING FLAN SHEET NUMBER: 5-20) JOHN N. HARRISON U.S.V.I P.E. #0-—19474-1B DATE SHEET OF | 3 | ID ± DESIGN DEVELOPMENT NOT FOR CONSTRUCTION 5-28-24 | 2 3 4 5 S 1 S 2 ID | q | | q ! ! 40 ¢ HORIZ. BARS i i" GENERAL NOTES GENERAL NOTES (cont) B E NTO N T. BA 1 NosuSON oO" FOUNDATION REINFORCING * CONSTRUCTION, LLC : \ { CUT EVERY OTHER | 20'-O" MAX. l. All footings shall bear on soil having a minimum safe bearing capacity of 15 tons l All reinforcing bar details shall conform to the latest ACI code and detailing FO CROM Ue VIRGIN IL ENDS DOeRD = 5 Lou per square foot. manual. . . $5 S ree BAR EACH | MIN SEE MECH'L. 2. Elevations given correspond to the computed bottom of footings and are 2. All bare shall be ASTM A-615, Grade 62. PONE mele. uusoncen — | WALL REINF. (TYP) "9 A" FOR ELEV. minimum depths which are not to be construed as limiting In any way the depth 3. Welded wire fabric shall be ASTM A-185. \ > required to reach good bearing. 4. Provide and schedule with the shop drawings all necessary accessories to hold CONT. 2 . . ——-$— 7 7 | 3. No footings shall be placed in water. reinforcing securely In position. KEYWAY / 2" ae V PIPE = 4. Fill and backfill material shall be free of deleterious organic matter. 5. Clearance of main reinforcing from adjacent surfaces unless shown otherwise shall ARCHITECT L = N —™ x 5. All footing excavations are to be finished by hand. be: LAP OUTSIDE BARS 4 , o oF SS = 6. Fill and backfill shall be clean bank run material conforming to the following A. Unformed surfaces In contact with ground or exposed to the weather: 3" OR PROVIDE CORNER V2 7 1 x graduation: 100% emaller than 4 Inch sievet maximum 15% emaller than "200 sieve, and B. Bottom surfaces of slabs on grade: 3" BARS AS SHOWN WHERE A A A A A 2 CONT. FTG. approved as acceptable by 4 testing laboratory. C. Formed surfaces In contact with ground or exposed to weather: SILVERBERG BAR SIZES DIFFER = - REINF. S 1. No fill or backfill shall be placed over or against work at such time or in such 4 |. “ bare or smaller: 1-1/2" > LAP LARGER SIZE T/e] GROOVE CONT. OVER —_ manner which would endanger the stability or otherwise damage such work 2. Bare larger than %: 2" ASSOCIATES VI, P.C. S) = Lo TOP OF WALL (CAULK NOTE: X KKK CORKS D. Exterior wall surfaces: 2" ARCHITECTS 3/4" WHERE EXPOSED? "A" 16 TO BE KEPT Tepe CAST-IN-PLACE CONCRETE E. In all cases not less than the diameter of the bar. IN BLOCK COURSING ¢ @. Tolerances for placing reinforcing shall be: 55 COMPANY STREET, SUITE B, CHRISTIANSTED @ CORNERS @_INTERSECTIONS NOT TO EXCEED 2'-d". MIN, l All concrete work shall conform to the latest edition of the ACI Building Code. A. +or- 1/4 Inch for members with an effective depth of 24 inches or less. ST. CROIX, USVI 22820 HORIZ. REINF. IN CONC. WALLS (1) *5 ( EA. FACE OF WALLS ) TTPICAL CONCRETE WALL CONTROL JOINT (1) *5 x 4'-O" EA. FACE, EA. SIDE OF TYPICAL STEPPED FOOTING 2. All concrete, except slabs on grade, shall attain 3000 PS! compressive strength at 28 days. All concrete for slabs and structural slabs shall attain 4900 PSI compressive strength at 28 days. 3. Ready Mix: A. Comply with ACI-301, ACI-304 and ASTM C-34. B. Maximum time between introduction of water and placing to be |-1/2 hours. Cc. Minimum cement content shall be 410 pounds per cubic yard for 3000 Psi concrete and 562 for 4900 Psi. D. Maximum water cement ratio shall be O51 for 3000 PSI concrete and 0.41 for B. +or- 1/2 inch for members with an effective depth of more than 24 inches. 1. Where continuous bars are called for, they shall be run continuously around corners and lapped at necessary splices or hooked at discontinuous ends. Laps shall be 40 bar diameters. Bar lapse may be offset to avoid control or construction joints. 8. Provide % top and bottom in slabs and "S each face in walls at all four sides of an opening, unless otherwise noted. Extend bars 2'-0" beyond opening or hook where 2'-2" not possible. NJ PHONE: (609) 921-1861 NJ FAX: (609) 921-8326 MEP ENGINEER 6 Drawing name: C:\Users\Nataliia\AppData\Local\ Temp \AcPublish_32972\ Tropical Shipping.dwg Date: May 23, 2024 — 5:22pm os OPENING (T 4B @ SLABS ) EACH o> Wa 11/2" 20'-" MAX. 4000 PSI. MISCELLANEOUS T.u.D. ENGINEERING ASSOCIATES, INC. SIDE OF OPENING (TYP. Q a SAME SI 11/2" E. Maximum slump of concrete shall be 4 inches as determined by ASTM C-143. 2 Hancock Drive, West Milford, N.J. 07480 tH CONT. VERT. KEY | ZE 4 Maximum slump of concrete shall be 3 Inches: and 8" after addition of HRWR to site |. Contractor shall verify all dimensions, sections and elevations on the job. Certificate of Authorization 24GA27944000 + SPACING AS HORIZ. CONT. KEYED verified 3" slump for concrete containing HRWR admixture as determined by ASTM 2. Consult the Architectural, Mechanical and Electrical drawings for verification of Phone 973-208-0054 ADD EXTRA BARS USING > \ BARS x &@ dia. LG. JOINT (TYP? V3rd "T" C-143. location and dimensions of chases, inserts, openings, sleeves, washes, drips, reveals, Fax 973-208-0851 NOT LESS THAN ONE HALF 7 “ =a + \ —— F. All concrete exposed to the ground or weather shall be air entrained between depressions, equipment pads and other product requirements. OF INTERRUPTED BARS AT / . "Tiel \ . . . 4-5% as determined by ASTM C-231 or C-113. 3. All foundation walls shall be braced during the operations of backfilling and EACH SIDE OF OPENING. / \ — / : reas BARS G. Do not load trucks above rated capacity. compaction. Bracing shall be left In position until permanent restraints have been STRUCTURAL ENGINEER LAP 40 dia. - HOOK ALL S oS oF DICATED = H. High-Range Water-Reducing Admixture (Super Plasticizer) shall conform to inetalled. BARS ® OPENINGS 1/2" = GIN SECT. (TYP.) oS oF ASTM C-494, Type F or G and contain not more than 2.1 percent chloride ions. | . . —T . . . \ —_T . 4. Prepare concrete test cylinders from each day's pour. Cylinders shall be \ / = Hy 2 properly cured, stored and tested. Submit results to Architect. HARRISON HAMNETT, P.C. ) Te GROOVE CONT. OVER 42 BAR ¢ 5. Throughout construction the concrete work shall be adequately protected ~ 4 —S TOP OF WALL (CAULK DISTRIBUTION against damage due to excessive loading, construction equipment, materials or _40 Knowles Street WHERE NOT POSSIBLE TO MAINTAIN A WHERE EXPOSED) BARS AS REQ'D LAP methods, Ice, rain, snow, excessive heat and freezing temperatures. Pennington, New Jersey 08534 4@ PAST OPENING HOOK REINF 3/ : 6. Early drying out of concrete, especially during the firet 24 hours, shall be Office (609) 818-1808 - | carefully guarded against. All surfaces shall be moist cured or protected using a Fax (609) 818-1809 membrane curing agent applied as soon as forme are removed. If membrane curing TYPICAL REINFORCING @ OPENINGS TYPICAL CONCRETE WALL CONSTRUCTION JOINT IN CONCRETE WALLS ¢ SLABS TYPICAL CONCRETE FOOTING CONSTRUCTION JOINT agent Is used, exercise care not to damage coating. 1. Bending, tack welding, cutting or substitute reinforcing other than as shown on the contract drawing is prohibited unless specific approval for each case is given by architect. 8. Concrete shall be conveyed, placed and finished in a workmanlike manner. 3. rior to making repairs, contractor shall obtain permission from architect to make patches for other than minor honeycombing. ID. Contractor to coordinate requirements of structural, architectural, mechanical and electrical drawings. ll. All materiale shall be stored to protect them against the elements. SIMPLIFIED PROV. for LOW-RISE BLDG. OWNER ¢ropical HIPPIAG UPPER ROOF LOADING SCHEDULE FOOTING VARIES 2 MIN. LOWER DEAD LOAD: PROFESSIONAL SEAL: | ROOFING 3 POF. Ny ~| MIN. __ FOOTING GRADE WOOD ROOF DECK 32 PSF. 5 SSI CARRS an A Ss WOOD STRUCTURE 32 PSF. My LX — SL SSS RN MECH, ELEC. 30 Per. 4 Na . < : CONC. SLAB we Misc. 20 PSF. * WM YLYD seers 9 15D PSF ROE E c2).eacont, MV tL = TYPICAL SLOPE . ea FLOOR LOADING SCHEDULE OAD: SF. BE TWE EN FOOT INGS PIN: IN. LIVE LOAD woo Pr THIS DRAWING SHALL NOT BE USED FOR OAL AND SIGNATURE ARE ON THE DRAWING @ EXTERIOR PLATFORM PROJECT TITLE / DESCRIPTION: INSERT 1/4 DEPRESSED SLAB L ERAL LOADING SCHEDULE NEW OFFICES DEPTH OF SLAB SEE PLAN “D" 15 x "D" WIND LOAD: IBC 2018 w/ USVI MODIFICATIONS ae = BASIC WIND SPEED = 15 MPH eo é pe fer eit any IMPORTANCE FACTOR (I) = 10 EXPOSURE D FACILITY LOCATION: Sw SONA ee _ RO Ba ASA INTERNAL PRESSURE COEFFICIENT GCpi = +018 TROPICAL SHIPPING LLC. DRAINAGE VAPOR DRAINAGE YAPOR COMPONENT # CLADDING - ULTIMATE WIND PRESSURES (LEASED PLOT) FILL BARRIER {TINT \ FILL BARRIER ROOF - 10 SF. = +8226, -lO5II. @ CONTROL JOINT DRAINAGE FILL @ DEPRESSIONS @ CONSTRUCTION JOINT TTFPICAL SLAB ON GRADE DETAILS I5 PSF DEAD LOAD +30 PSF LIVE LOAD = 45 PSF TOP CHORD 10@ MPH. WIND ID P.SF DEAD LOAD BOTTOM CHORD PREFAB. TRUSS LOADING DIAGRAM WALLS - 10 SF. = +89.88, -12034. SEISMIC LOADING: IBC 2018 - ASCE 1-16 SEISMIC RICK CATEGORY - Il IMPORTANCE FACTOR, le = 10 Se = 1211, Sl = 0426 SITE CLASS - Cc Sde = OZI2, Sdl = 032930 SEISMIC DESIGN CATEGORY - D PLOT NO. & EAST HOPE (H.0.V..C. LANDS) QUEEN'S QUARTER, ST. CROIX USVI Pare 5-28-24 NO: REVISION: DATE: PROJECT NUMBER: 22254 DESIGN DEVELOPMENT NOT FOR CONSTRUCTIO DRAWING TITLE: GENERAL NOTES 4 TTP. SECTIONS SHEET NUMBER: 5-32 JOHN N. HARRISON U.S.V.I P.E. #0-19474-1B DATE SHEET OF 3 | ID BENTON ¢ © CONSTRUCTION, LLC ea 3000 ORANGE GROVE, CHRISTIANSTED ST. CROIX, U.S. VIRGIN ISLANDS 00820 PHONE: (340) 718-7222 FAX: (340) 718-4779 WEBSITE: _WWW.JBCVI.COM ARCHITECT SILVERBERG ASSOCIATES VI, P.C. ARCHITECT 8 55 COMPANY STREET, SUITE B, CHRISTIANSTED ST. CROIX, USVI 00820 Nu PHONE: (609) 921-1867 Nu FAX: (609) 921-8326 MEP ENGINEER a T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Drive, West Milford, N.J. 07480 Certificate of Authorization 24GA27944000 Phone 973-208-0054 Fax 973-208-0851 OWNER NOTES ¢ropical (1) CONNECT TO EXISITING SANITARY PIPE OUTSIDE BUILDING. SIPPING ? oO | | | | | —L | | | | LL PROFESSIONAL SEAL: is Nv . KRESS EAMOGOVO6@O0x8 Zas 2 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS A PROFESSIONAL’S SEAL AND SIGNATURE ARE ON THE DRAWING ae PROJECT TITLE / DESCRIPTION: TROPICAL SHIPPING \ | 3 —— NEW OFFICES CODP O SAN 4 / MXC AAY? x | SMASH mhmhh<hMhhhwwxA0x MMiMN FACILITY LOCATION: TROPICAL SHIPPING L.L.C. a (LEASED PLOT) | ] PLOT NO. 8 De) EAST HOPE (H.O.V.I.C. LANDS) QUEEN’S QUARTER, ST. CROIX USVI NA, —— 4 f MSS Z SAN NSSSSSSSS NL 7 DATE: p14 | j ~ {|_| MAY 15, 2024 fF — — — FF — — — SJ IF = = = — FF - ——— 4 NO: REVISION: DATE: ) COWP II 1 REVIEW 5/28/24 YAW Z] ———— 7 shit — ss thhthhhhhhnnhwMMom rnr°© 40 — ({.) V ! I Se ee a | | | I I PROJECT NUMBER: 2421B WN SERRA UAAAN Va XMM MANN NN DRAWING TITLE: NOT FOR CONSTRUCTION || [= L 1 SANITARY PLAN P1O' 5 SHEET OF 1/4 1 6 F— — — — FF — — — — J FSSSSRRSSSF4 Fos aTdkT tata VENT a TO FIXTURES » PRESSURE TANK SEDIMENT 03 []GEN FROM STORM LEADERS L CISTERN | VORTEX CP-1 SUMP CISTERN DETAIL ? oO MMiMN KRESS EAMOGOVO6@O0x8 OOO 0“ ) O\ XL ian g T D L. MS TESRRRRRRRRRRRARANOY KH SMASSSRRRSRERRRRRAAA SQA fl -——— LLLLLLL LL SERRA UAAAN DHW: DCW: DHWR SS. VN wn J ] DCW. a ) N SSESSSSS DCW. Pp-— Pp-— Kc aN “+ DO” P—1 DHW. RNY NNR DHW: \y Ri iSion Ky AYISSSS8 DHW: Va INARA WN NOTES G) DCW UP FROM CISTERN. SEE RISER FOR PIPE SIZES. (2) NEW HOT WATER HEATER (SEE SCHEDULE). INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ROUTE RELIEF TO MOP SINK. (3) ROUTE DCW TUBING TO REFRIGERATOR AND COFFEE MAKER (W/ BFP FOR EACH). COORDINATE LOCATIONS WITH OWNER AND PROVIDE SHUTOFF VALVE. | | (4) ROUTE DCW TUBING TO COFFEE MAKER (W/ BFP). COORDINATE LOCATIONS WITH OWNER AND PROVIDE SHUTOFF VALVE. ES — — — JF — — — — I bk>>a>aadk====4 ea | ea eet | eet I | | | = | | | I | | | DESIGN DEVELOPMENT NOT FOR CONSTRUCTION | L 1 1/4" BENTON Sg * CONSTRUCTION, LLC 3000 ORANGE GROVE, CHRISTIANSTED ST. CROIX, U.S. VIRGIN ISLANDS 00820 PHONE: (340) 718-7222 FAX: (340) 718-4779 WEBSITE: WWW.JBCVI.COM ARCHITECT SILVERBERG ASSOCIATES VI, P.C. ARCHITECTS 55 COMPANY STREET, SUITE B, CHRISTIANSTED Nu PHONE: (609) ST. CROIX, USVI 00820 921-1867 NJ FAX: (609) 921-8326 MEP ENGINEER a T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Certificate Drive, West Milford, N.J. 07480 of Authorization 24GA27944000 Phone 973-208-0054 Fax 973-208-0851 OWNER ¢ropical HIPPIAG Zas PROFESSIONAL SEAL: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS A PROFESSIONAL’S SEAL AND SIGNATURE ARE ON THE DRAWING PROJECT TITLE / DESCRIPTION: TROPICAL SHIPPING NEW OFFICES FACILITY LOCATION: TROPICAL SH IPPING L.L.C. (LEASED PLOT) PLOT NO. 8 EAST HOPE (H.O.V.I.C. LANDS) QUEEN’S QUARTER, ST. CROIX USVI DATE: MAY 15, 2024 NO: REVISION: DATE: 1 REVIEW 5/28/24 PROJECT NUMBER: 2421B DRAWING TITLE: PLUMBING PLAN SHEET NUMBER: PP 1QO2 SHEET OF NOTES G1) PROVIDE ACCESS DOOR TO CISTERN FILLING. INSTALL 3” THREADED FEMALE CONNECTION RECESSED IN ACCESS PORT. COORDINATE WITH WATER DELIVERY REQUIREMENTS. (2) PROVIDE 6” FLAP VALVE WITH VENTED SCREEN TAFV15—6” ON a \ res, PRESSURE TANK OVERFLOW HATCH SEDIMENT 03 Rr t 2 (IGEN FROM STORM LEADERS Cf OUTLET OF PIPE. 1. VORTEX FIL CISTERN DETAIL DILIZ ZZ LLL 74 y | 4 PZZZZEZA | | ST Y VILLLLLLLLLLLL LLL LL LLLLL LLL LLLLZL ZILLA LAX \AAIAANANANAANANAANANASN Pp \ 6” ST CISTERNS OVERFLOW PY) JA CONTINUED ON SITE PLAN 7 . 3” CISTERN FILL DESIGN DEVELOPMENT NOT FOR CONSTRUCTION L 1 STORMWATER PLAN 1/4” BENTON © CONSTRUCTION, LLC hdr fia 3000 ORANGE GROVE, CHRISTIANSTED ST. CROIX, U.S. VIRGIN ISLANDS 00820 PHONE: (340) 718-7222 FAX: (340) 718-4779 WEBSITE: _WWW.JBCVI.COM ARCHITECT SILVERBERG ASSOCIATES VI, P.C. ARCHITECT 8 55 COMPANY STREET, SUITE B, CHRISTIANSTED ST. CROIX, USVI 00820 Nu PHONE: (609) 921-1867 Nu FAX: (609) 921-8326 MEP ENGINEER a T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Drive, West Milford, N.J. 07480 Certificate of Authorization 24GA27944000 Phone 973-208-0054 Fax 973-208-0851 OWNER ¢ropical HIPPIA Zas 2 PROFESSIONAL SEAL: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS A PROFESSIONAL’S SEAL AND SIGNATURE ARE ON THE DRAWING PROJECT TITLE / DESCRIPTION: TROPICAL SHIPPING NEW OFFICES FACILITY LOCATION: TROPICAL SHIPPING L.L.C. (LEASED PLOT) PLOT NO. 8 EAST HOPE (H.O.V.I.C. LANDS) QUEEN’S QUARTER, ST. CROIX USVI DATE: MAY 15, 2024 NO: REVISION: DATE: 1 REVIEW 5/28/24 PROJECT NUMBER: 2421B DRAWING TITLE: STORM WATER PLAN SHEET NUMBER: PIOS SHEET OF BENTON Ge; © CONSTRUCTION, LLC BAe a 3000 ORANGE GROVE, CHRISTIANSTED ST. CROIX, U.S. VIRGIN ISLANDS 00820 \ OTES PHONE: (340) 718-7222 FAX: (340) 718-4779 WEBSITE: | WWW.JBCVI.COM G) PROVIDE DIVERTER VALVE IN DOWNSPOUT. ARCHITECT aT] _ oe aa =e 7 SILVERBERG — FIXTURES Nn ASSOCIATES VI, P.C. /_\ /_\| UV /_\| TOR ARCHITECTS 55 COMPANY STREET, SUITE B, CHRISTIANSTED PRESSURE SEDIMENT LEADERS ST. CROIX, USVI 00820 overt Low VENT TANK 03 L (TYP.) Nu PHONE: (609) 921-1867 NJ FAX: (609) 921-8326 - HATCH t [IGEN 7 | CISTERN | FILTER oe ee MEP ENGINEER a a Pe cP-1 SUMP aN ip T.J.D. ENGINEERING ASSOCIATES, INC. C | S TE RR N D E TA | L 2 Hancock Drive, West Milford, N.J. 07480 Certificate of Authorization 24GA27944000 Phone 973-208-0054 Fax 973-208-0851 OWNER . . ¢ropical HIPPIAG ia ST DOWN 3” ST “ON, CG) Do C4) PROFESSIONAL SEAL: \ / 1,266 SQ. FT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS A PROFESSIONAL’S SEAL AND SIGNATURE ARE ON THE DRAWING Zas 2 PROJECT TITLE / DESCRIPTION: 455 SQ. FT. 455 SQ. FT. TROPICAL SHIPPING NEW OFFICES fo \ FACILITY LOCATION: TROPICAL SHIPPING L.L.C. (LEASED PLOT) PLOT NO. 8 EAST HOPE (H.O.V.I.C. LANDS) QUEEN’S QUARTER, ST. CROIX USVI DATE: / 1,266 SQ. FT. \ MAY 15, 2024 NO: REVISION: DATE: 1 REVIEW 5/28/24 3” ST DOWN — — — — — — — — — — — — — — — — — — — — — EE EE EE EE EE EE EE EE EH EE EH EH HE HH HH HE EH EE EE HE 3” ST DOWN C1) C1) PROJECT NUMBER: 2421B STORM WATER DESIGN DEVELOPMENT SOF PLAN NOT FOR CONSTRUCTION || = L 1 STORMWATER ROOF PLAN 1/4” . . . 4 6 HWS AMTROL EXP. TANK #AST-12 WATER HEATER FULL SIZE DRAIN DN. TO 6" AFF TEMP./PRESSURE RELIEF VALVE CWS HWR BALL VALVE (TYPICAL) CIRCULATOR PUMP UNION (TYPICAL) CHECK VALVE (TYPICAL) BULB TYPE THERMOMETER N.T.S. Typical Water Heater Detail 1 l 2 l 5 l 4 l 5 l T DIVISION 15 - MECHANICAL SECTION 15400 - PLUMBING C. GENERAL 1. The entire installation shall be in accordance with all standards of good practice in the trade. Materials shall be new and in accordance with the latest issue of NSF/ANSI 61&372, ASTM, ANSI, and AWWA standards and Specifications, whichever applies. Provide all accessories, etc., for a complete, quiet and efficient functioning installation. All work, machinery, fixtures, accessories, and materials shall be adequately and effectively protected at all times from any damage. Make good all damage caused by neglect to observe this requirement and all damage either directly or indirectly caused by workmen. Protect work to prevent obstruction or damage. All pipe openings shall be closed with caps or plugs during installation. All machinery, fixtures, accessories, and equipment shall be tightly covered and protected against dirt, water, and chemical or mechanical injury. All enameled and vitreous china fixtures shall be protected by one (1) layer of corrugated cardboard using a commercial paste that will not injure or cause stains on the fixtures. At final completion, deliver all work whole and in perfect, unblemished condition. Use of fixtures during construction is prohibited. INSTALLATION 1. Fixtures and accessories shall be set level, plumb, and in proper alignment with reference to adjacent walls. All surfaces coming in contact with walls, floors, or other fixtures shall have properly planed surfaces with suitable contact on walls and floors. All piping, equipment, and fixtures shall be supported in a substantial and safe manner, rigidly enough to prevent vibration from any cause, and anchored sufficiently to prevent undue strain on branch lines, connecting fixtures, and equipment, and shall be sufficient for the seismic category indicated within the Contract Documents. All hangers shall be installed to maintain required pitching of lines and so as to prevent vibration while allowing for proper expansion and contracting of piping. All waste, soil, and vent piping shall have a hanger at each hub or every five (5) feet, at all changes of direction, base of stacks, and all branch lines, as a minimum. Water piping shall be supported at a maximum of every eight (8) feet, or as specified, at all changes of direction, base of risers, and on all branch lines. Hanger spacing shall be sufficient for the seismic category indicated within the Contract Documents. Piping run under floor slab shall be installed after the sub-grade is the proper level — then installed and backfilled. All backfill shall be tamped to meet general construction compaction requirements. On completion of work and at such times as directed, remove all the protective covering from all fixtures, equipment, etc. Fixtures shall be washed and metal parts polished; equipment cleaned and oiled; traps and piping flushed and cleared of all dirt and adjusted for quiet operation. All pumps, machinery, and controls shall be tested, adjusted, and left in perfect working condition. The installation of plumbing fixtures shall comply with the requirements of the Americans With Disabilities Act. Contact between piping and dissimilar metals, such as hangers, building structure work, or equipment, shall be avoided to prevent galvanic action. All non-ferrous tubing or piping shall be insulated from ferrous piping and supports of dissimilar metal by means of approved dielectric material. At all mating of dissimilar metals, provide isolating type dielectric unions, as manufactured by EPCO or Watts Regulator. Plastic isolating bushings will not be acceptable. Non-metallic Piping routed through supply or return air plenums shall be listed and labeled for use in air plenums and shall have a flame spread index of not more than 25 and a smoke developed index of not more than 50 when tested in accordance with ASTM E84 or UL 723. Non-metallic piping not plenum rated shall be covered in 3M Fire Barrier wrap. TESTING OF SYSTEMS 1. 2. 3. 4. 5. Notify the authorities having jurisdiction over plumbing work three (3) days before the tests will be made. Furnish all labor, services, and apparatus for tests, adjustments, and recordings. Defects disclosed by tests shall be rectified without additional cost to the Owner. After all defects have been rectified, re-test piping until it shows no defects and is absolutely tight. Perform tests in accordance with the State, Municipal, and Utility Company requirements and under the direction of, and subject to, the approval of the Architect and/or Engineer. Provide and remove all temporary piping and line connections required for the tests. Dispose of test water and all the wastes after tests. WATER SUPPLY PIPING 1. 10. 11. Connections to fixtures and equipment shall conform to local requirements relative to submerged inlets and protective methods to be applied to prevent contamination of the water supply. Provide water hammer arrestor on water supply branches to flush valve fixtures and where indicated on the drawings. Make connections between dissimilar pipes with proper adaptors. All pipe and fittings shall be kept clean with the exposed ends of in-completed or unconnected work to be plugged. Exterior Below Ground Piping: Pipe and fittings Type “K” copper tubing (soft drawn), flared joints only. Interior Piping: Pipe and fittings Type “L” copper tubing (hard drawn) with wrought copper solder fittings using 95/5 solder. The Contractor shall furnish and install the water meter and pay all charges in connection with the meter installation. Domestic Water System Test: Apply an air pressure test to all parts of the water supply systems before the piping is concealed and before the fixtures are connected. A hydrostatic pressure of not less than 150 lbs. per square inch pressure shall be applied to the system for eight (8) hours. There shall be no leaks at any point in the system at this pressure. Provide for the cleaning, sterilizing and purging of all piping systems after installation and before final release to the Owner. Furnish and install temporary material, equipment, and auxiliary fittings to perform the cleaning work. Accessory and control elements within the system which may be damaged by the cleaning operation shall be removed or otherwise protected during the cleaning process. After cleaning, the systems shall be thoroughly flushed until all evidence of dirt and cleaning solution have disappeared. The entire new potable water piping system shall be thoroughly sterilized with a new solution containing not less than fifty (50) parts per million of available chlorine. The sterilization solution shall be allowed to remain in the system for a period of not less than eight (8) hours during which time all valves and faucets shall be opened and closed several times. After sterilization, the solution shall be flushed from the system with clean water until the residual chlorine content is not greater than 0.2 parts per million, unless otherwise directed. Any stoppage, discoloration, or other damage to parts of the plumbing system, building, its finish or furnishings due to failure to properly clean the system and equipment shall be repaired at no additional cost to the Owner. Submit evidence that the requirements of this paragraph have been complied with. DRAINAGE SYSTEM PIPING REQUIREMENTS 1. 2. 3. Make changes in direction of piping with long radius fittings. All pipe and fittings shall be kept clean, with the exposed ends of in-completed or unconnected work to be plugged. Supply clamping collars with drains where flashing is required or waterproofing membrane is penetrated. Make all pipes and drains penetrating the ground floor watertight with a mastic sealing compound. Sanitary Drainage: a. Above Ground: Pipe and fittings up to 2”, Type DWV copper pipe, cast brass drainage fittings using 50/50 solder or no-hub cast iron system. Pipe and fittings 3” and over shall be: UJ I. No-hub cast iron system II. Solid wall ABS schedule 40 (ASTM D2661) Hl. Solid wall PVC schedule 40 (ASTM D2665 b. Below Ground: Interior and Exterior — Pipe and Fittings — Service weight cast iron, hub and spigot joints made up with elastomeric compression type gaskets conforming to ASTM C564-65T. C. No hub cast iron system pipe fittings and couplings shall conform to Cast Iron Soil Pipe Institute. 6. Sanitary Vents a. Above Ground: Pipe and Fittings - Same as specified for sanitary drainage. b. Below Ground: Pipe and Fittings - Same as specified for sanitary drainage. 7. Storm a. Above Ground: As scheduled for Sanitary Drainage. b. Below Ground: As scheduled for Sanitary Drainage or No-hub cast iron at Contractor’s option. 8. Test all parts of the drainage (sanitary, waste, and interior storm) system before the pipes are concealed or fixtures set in place. The test may be applied in sections. All openings of each system to be tested shall be tightly closed except the highest opening above the roof, and the entire system shall be filled with water up to the overflow of this highest opening. 9. All parts of the system shall be subject to not less than 10 ft. of hydrostatic head, except the uppermost 10 ft. of the piping directly below the opening. The water shall remain in the system for not less than one (1) hour, after which time no leaks at any joints or lowering of the water level at the overflow shall be visible. 10. Easily accessible cleanouts shall be provided at the foot of each soil, waste, or leader stack, on all hand holes of running traps, at each 90 degree change of direction or horizontal runs, and intervals as specified in the Plumbing Code. 11. Cleanouts for interior underground pipe shall be set flush with floor and terminated in a deck plate. 12. Cleanouts shall be of the same size as the pipe, up to 4” in size. For pipes larger than 4”, the cleanout shall not be less than 4” in size.. INSULATION 1. Cold Water Piping shall be insulated with %’ thick fiberglass in pipe sizes up to 1”. Pipe sizes above 1” shall be insulated with 1” thick fiberglass. 2. Hot Water Piping shall be insulated with 1” thick fiberglass in pipe sizes up to 1-1/4’. Pipe sizes 1-1/2” and above shall be insulated with 1-1/2” thick fiberglass. 3. Roof drainage sumps and leaders shall be insulated similarly to domestic cold water piping. Leaders and sumps shall be insulated on the horizontal, only to and including the first elbow on the vertical. SPECIALTIES 1. Valves a. %” to 1” sizes --- Bronze body, screwed end or sweat end for copper pipe, full port ball valve, two-piece construction, blowout-proof stem. (1) Nibco Model T-585-80 Lead Free. (2) Apollo Model 77FLF-100 (3) Watts Model LFB-60800 as manufactured by Watts Regulator b. 1-1/4” to 2” sizes --- Bronze body, screwed end or sweat end for copper pipe, full port ball valve, three-piece construction, blowout-proof stem. (1) Nibco Model T-595-Y-LF (2) Apollo Model 82LF-100 (3) Watts Model LFB-6800 or LFB-6801 C. 2-1/2” and larger --- Iron body, full lug pattern Butterfly valve with EPDM seat, 316 stainless disc, 416 stainless stem, bronze bushings, unless otherwise indicated. Valves shall be BOS-CL as manufactured by DeZurik or LD-2022 as manufactured by NIBCO and shall meet the NSF 61/372 standard. 2. Gate Valves shall be used at water meter, bronze body, solid wedge, inside screw non- rising stem, screw-in bonnet, with drain plug, 200 lbs. non-shock cold water, Figure No. 1241 solder end, Figure No. 370 threaded end as manufactured by Jenkins, or equal by Hammond, Kennedy, or Wolverine Brass. 3. Cleanout Deck Plate - Type CODP: Extension body, cast iron bronze plug, Zurn 1405- 2, Or approved equal. 4. Cleanout-Wall — Type COWP: Bronze plug and stainless steel access plate with non- corroding securing screw, Zurn Z-1460-9, or approved equal. END OF SECTION 15400 DESIGN DEVELOPMENT NOT FOR CONSTRUCTION | L 1 PLUMBING SCHEDULE NS BENTON © CONSTRUCTION, LLC Bhar 3000 ORANGE GROVE, CHRISTIANSTED ST. CROIX, U.S. VIRGIN ISLANDS 00820 PHONE: (340) 718-7222 FAX: (340) 718-4779 WEBSITE: _WWW.JBCVI.COM ARCHITECT SILVERBERG ASSOCIATES VI, P.C. ARCHITECT 8 55 COMPANY STREET, SUITE B, CHRISTIANSTED ST. CROIX, USVI 00820 Nu PHONE: (609) 921-1867 Nu FAX: (609) 921-8326 MEP ENGINEER a T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Drive, West Milford, N.J. 07480 Certificate of Authorization 24GA27944000 Phone 973-208-0054 Fax 973-208-0851 OWNER ¢ropical HIPPIAG Zas 2 PROFESSIONAL SEAL: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS A PROFESSIONAL’S SEAL AND SIGNATURE ARE ON THE DRAWING PROJECT TITLE / DESCRIPTION: TROPICAL SHIPPING NEW OFFICES FACILITY LOCATION: TROPICAL SHIPPING L.L.C. (LEASED PLOT) PLOT NO. 8 EAST HOPE (H.O.V.I.C. LANDS) QUEEN’S QUARTER, ST. CROIX USVI DATE: MAY 15, 2024 NO: | REVISION: DATE: 1 REVIEW 5/28/24 PROJECT NUMBER: 2421B DRAWING TITLE: PLUMBING SPECIFICATION SHEET NUMBER: P1060 SHEET OF CONCRETE WALL 2@ KW GENERATOR ON FUEL TANK BASE Lar, 492 A ATS MAST + WEATHERHEAD © IODA BREAKER UTILITY CO METER + 200A BREAKER DISTRIBUTION DIAGRAM UTILITY CO SUPPLY FROM PAD MOUNT TRANSFORMER BO KW GEN © 32D A} 32004 MAIN MAIN = E400 A ATS 3/0 | Ty JOO A (2) (3) QA@CN| | |OAOBOCN NEW PANEL JID ANODAISOA 31OOA ~ | Y= WW Ww go 2% = 0) ve 33 eg es UD) Fe 0) 0 Z mm 7 Z Mm TO UTILITY CO PAD MOUNT TRANSFORMER CONSTRUCTION NOTES INTERRUPT EXISTING RACEWAY AND INSTALL 18" SQUARE x 4" DEEP NONMETALLIC PULL BOX W/ SCREW COVER FOR EXTENSION OF SERVICE CONDUCTORS TO METER. REMOVE 120A BREAKER AND ASSOCIATED RACEWATS AND CONDUCTORS AND REWORK UNDERGROUND FEEDER TO GUARD SHACK TO NEW PANEL AND CONNECT TO RESPECTIVE BREAKER. REMOVE UNPROTECTED FEEDER, RACEWATS AND CONDUCTORS AND REWORK UNDERGROUND FEEDER TO IT TRAILER TO NEW PANEL AND CONNECT TO RESPECTIVE BREAKER. (4) SEAL OPENING IN CONCRETE WALL (REMOVAL OF FEEDER RACEWAY? NEW BUILDING 32200 S@!' @ 6W/SQ'=20.Q0Qw 2QKW 2120-208V = 5OAMPS PROVIDE IODA FEEDER TO BUILDING PANEL. CONCRETE WALL | NEW PANEL PANEL FEEDER | 2'-4-3/O+1-32 G t UTILITY CO METER + 200A BREAKER TO REMAIN MAST + WEATHERHEAD TO BE REMOVED 7 “To] EXISTING SERVICE “| FEEDER AND NEW PULL Box SERVICE FEEDER 2'-4-3/O+1-3 G FLAN - NEW WORK CONCRETE WALL UTILITY CO METER + 200A BREAKER MAST + WEATHERHEAD fT To_ MAST + _———— =~ WEATHERHEAD SK 204 420 A ATS | “BREAKER pee 7 PLAN - EXISTING procccccnnp = | eo et ere BENTON Gg a= © CONSTRUCTION, LLC + | . 2 300D ORANGE GROVE, CHRISTIANSTED ST. CROIX, U.S. VIRGIN ISLANDS 20820 PHONE: (340) 118-1222 FAX: (340) 118-4119 WEBSITE: WWWJBCVI.COM ARCHITECT SILVERBERG ASSOCIATES VI, P.C. ARCHITECT § 55 COMPANY STREET, SUITE B, CHRISTIANSTED ST. CROIX, USVI OE2D NJ PHONE: (6093) 921-1861 NJ FAX: (609) 921-8326 MEP ENGINEER T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Drive, West Milford, N.J. 07480 Certificate of Authorization 24GA27944000 Phone 973-208-0054 Fax 973-208-0851 STRUCTURAL ENGINEER HARRISON HAMNETT, P.C. 40 Knowles Street Pennington, New Jersey 08534 Office (609) 818-1808 Fax (609) 818-1809 OWNER ¢ropical HIPPING PROFESSIONAL SEAL: DESIGN DEVELOPMENT NOT FOR CONSTRUCTION THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS A PROFESSIONAL'S SEAL AND SIGNATURE ARE ON THE DRAWING PROJECT TITLE / DESCRIPTION: TROPICAL SHIPPING NEW OFFICES FACILITY LOCATION: TROPICAL SHIPPING L.L.c. (LEASED PLOT) PLOT NO. & EAST HOPE (H.0.V.I.C. LANDS) QUEEN'S QUARTER, ST. CROIX USVI PATE: 98-24 No: REVISION: DATE: PROJECT NUMBER: 22254 DRAWING TITLE: DISTRIBUTION SHEET NUMBER: ID SHEET OF FIXTURE SYMBOLS POWER + CIRCUITING SYMBOLS FIXTURES | BENTON fm Fe °%2 RECESSED LED FIXTURE mma PANELBOARD — FLUSH MOUNTED TYPE|MANUFACTURER CATALOG NUMBER MOUNTING LAMP. DATA WATTS REMARKS 3OOD ORANGE GROVE, CHRISTIANSTED - (x) REFER TO FIXTURE ST. CROIX, US. VIRGIN ISLANDS 20820 2X4 RECESSED LED FIXTURE SSCHEDULE FOR CATALOG —ff-/+f—— CONCEALED CIRCUITING A |MAXLITE MLFP—22 G4 18W CS CR RECESSED LED 3380 LUMENS | 36.0 |SEE NOTE 3+4 PHONE: (340) 118-7222 PAK: (240) le-4719 WEBSITE: WWWJBCVI.COM eee | «FIXTURE WITH BATTER POWER PACK NO URE TYDE ARE TYPICAL —+t+H— "HOMERUN” TO PANEL B |MAXLITE MLFP—24 G4 27W CS CR RECESSED | LED 3100 LUMENS | 45.0 |SEE NOTE 3+4 FOR EACH SPACE aX C |LITHONIA LDN4SQ 35/20 LO4 AR LSS TRW MV GZ10 RECESSED | LED 2006 LUMENS | 22.5 c= BATTERY EMERGENCY FIXTURE FLEX CONNECTION D |MARK S2PD (REFER TO NOTE1) SUSPENDED | LED 1200 LUMENS | 40.0 ARCHITECT ce EXIT FIXTURE @IRECTIONAL ARROW _ POWER + 0-10 VOLT CABLE} 2—#12 MINIMUM — SLASHES EXT—RW-—SD V 1.5 BF DEY houBre FACE KQUAL NUMBER OF COND— E |LITHONIA UNIVERSAL | LED 5 |SEE NOTE 1 r —— CAT 5e CLASS 2P CABLE UCTORS WHEN MORE THAN TWO F |GM LIGHTING TGB 4 35 G2 RECESSED | LED 2600 LUMENS | 20.0 |SEE NOTE 2 S G |WAC PD 68909 724 BN SUSPENDED | LED 1718 LUMENS | 16.0 ILVERBERG O GO OUTLET / JUNCTION BOX > ASSOCIATES VI EC H |LITHONIA ELM2LF UVOLT LTP BAA RTKIT SURFACE LED 220 LUMENS 2.4 , PC. WIRING DEVICE SYMBOLS » VOICE/DATA OUTLET W/ 1” ’ER’ TO HUNG CEILING SPACE 5 AR OHITE OTS ei DUPLEX RECEPTACLE 125 VOLT 20AMP 55 COMPANY STREET, SUITE Be CHRIGTIANSTED es) REFER TO CONSTRUCTION NOTES NJ PHONE: (609) 921-1861 NJ FAX: (609) 921-8326 oI GROUND FAULT PROTECTED RECEPTACLE 125 VOLT 20AMP & REFER TO DEMOLITION NOTE REMARKS rs & @ RECEPTACLE MOUNTED ABOVE FINISHED FLOOR +44” 1—PROVIDE DOUBLE FACE UNITS (DF) AND DIRECTIONAL ARROWS AS REQUIRED BY LIGHTING PLAN. SYMBOLS INDICATED DASHED W/ ’E’ ARE EXISTING TO REMAIN, W/ ’R’ EXISTING 2—POWER SUPPLY ‘TGB 4 PS 60’ AND EXTENSION CORD ‘TGB C EXT 12’. MEP ENGINEER L ® POKE-THRU SYSTEMS FURNITURE FEED TO BE REMOVED WITH ’ER’ EXISTING REINSTALLED 3—FIXTURE WITH AN ’P’ SHALL HAVE AN ’NN—RTPSW’ CONTROL — FIXTURE WITH AN ’C SHALL HAVE AN ’NN—RTW’ CONTROL. INDIVIDUAL FIXTURES SHALL HAVE ’CN—RTPSW CONTROL. PROVIDE ’CN—REMOTE’ FOR FIXTURE PROGRAMMING AND PROVIDE haw @ POKE-THRU FLOOR FITTING MANUFACTURER’S REP FOR COMMISSIONING OF LIGHTING CONTROL SYSTEM. TD 4—FIXTURE WITH ’EM’ SHALL BE PROVIDED MAXLITE ’EM’ EMERGENCY BATTERY PACK. \I7 $ SINGLE POLE SWITCH 125V 20AMP T.Ju.D. ENGINEERING ASSOCIATES, INC. ry OCCUPANCY SENSOR — TYPE AS NOTED 2 Hancock Drive, West Milford, NJ. 07480 ertiticate oO utnorization REFER TO LIGHTING CONTROL SCHEDULE FOR DETAILS oe eect © CARD READER DOOR ACCESS CONTROL Fox 975-208-0891 STRUCTURAL ENGINEER HARRISON HAMNETT, P.C. 40 Knowles Street Pennington, New Jersey 08534 Office (609) 818-1808 Fax (609) 818-1809 OWNER UP SHIPPING Ou i@) tie | as —eoa—a—=d —eo=—=—rTq F====4 F====4 F====4 F====- ae ae ae ® ae : 42 = ; > [-F == = => [-§ == = —=0 —_——t| Y? -$ == ==> L —— oe : =I S—- PROFESSIONAL SEAL: ST ROO ) t| [oe . DESIGN DEVELOPMENT Fr ir iT its WAITING/LOBBY IRACHELEC _ HLL TT Ul Hn HLL TT Ul —, MTEL : : OFFICE OFFICE OFFICE OFFICE MTEL HTL : HLL TT UI Lk LE LLIL .. Co Hl dU “ | ELI! Lt 1 THIS DRAWING SHALL NOT BE USED FOR i ts CONSTRUCTION UNLESS A PROFESSIONAL 'S : * . bg . SEAL AND SIGNATURE ARE ON THE DRAWING h 4 : | PROJECT TITLE / DESCRIPTION: - 6) 6) q TROPICAL SHIPPING ™ | —) —— -_—+F —— NEW OFFICES ; cofgibor . CUSTOMER i 10 : SERVICE : . : Pr rit FACILITY LOCATION: r HTP TT Ty Ll TROPICAL SHIPPING LLC eteenlen — jee 0-9 (LEASED PLOT) HTL TT Ul 7 | PLOT NO. 8 HLL , << REST ROOM <> EAST HOPE (HO.V.IC. LANDS) LL LL a QUEEN'S QUARTER, ST. CROIX USV! I| inn h : STORAGE pee RITCHE Inia 6 On _ DATE: He EP PH On ie) ; 8 0-28 24 WILLS : QO LL Le LLL : [_] : NO: | REVISION: DATE: | Lo, se ‘a 6. : WORK ROOM () LJ TIT : HLL TT UA On 10 i snlnlaunl - —_— _——T ; HUT TT UL Lt » HUT TT UL , . | . : OOM 7 BREAK! ROOM rT Pirin. — MALI UI . WALA | HTT TT —_ : pens : HT TT td TI nit CFFICE CERICE | JN Tenia LLL LU intel Od 00 PROJECT NUMBER: WLW 0 . o Py Ho 22254 * . . CONFERENCE 7 —_<| SHOWER : | DRAWING TITLE: F->aTa Fo> Tad F->aTa Fo Tre EF= == =faF= === FF == == FF === EA - ————t| ——— | ————t| ————t| -L-—-——-—-++-———-—-+4+-——-—--—--+----4 E==—==—-—-4 E§=>==—-—-4 E==—==—-—-4 E==—==—-—-4 E§>> > >dkr- >> T-dbkrrr Taker TT TI FIXTURE SCHED EFortTaTd EForataTd EFortTaTd EFortTaTd || || pee || pee | SHEET NUMBER: PL F1IQ2 |_| LIGHTING AN yA" SHEET OF ! | | | | | | | | 2 3 4 5 6 a S 3 ID UP WP —Ro==—=7 ——————| = | | | | LL ro FT iT frith. LE LE Let FT rritt LL! TT IT | HE LE LOI Arr rit. LE LE Lely. WAITING/LOBBY CUSTOMER SERVICE — REST ROOM ©) U = RACK IT /ELECT OFFICE OFFICE ovy dbtbA\ OFFICE Ad CONFERENCE OFFICE ———o a CORRIDOR BR) —— REST ROOM 4 0 LL [oO 4 al REST ROOM / — FE SHOWER OFFICE = ‘S SI rT TT a TT i WEE WEA OFFICE PTT ETT yptl ol! JU Eg STORAGE rs e KITCHEN maT AHL TL TTT IT TTI HT TT TT HIT TT TI 1! LI VT TT HL AL HTT BREAK ROOM SIT REL IL! Lt 1 SF x -E-————o . “a ay a By < a te -E—— ——SA ———e| es || —— Errata Td ——| Fortra Ttd E=>===4 es || ne ee a || | || | « [BENTON gor * CONSTRUCTION, LLC Hw 30020 ORANGE GROVE, CHRISTIANSTED ST. CROIX, U.S. VIRGIN ISLANDS 20820 PHONE: (340) 118-1222 FAX: (340) 118-4113 WEBSITE: WWWJBCVI.COM ARCHITECT SILVERBERG > ASSOCIATES VI, PC. ARCHITECT § 55 COMPANY STREET, SUITE B, CHRISTIANSTED ST. CROIX, USVI OD82D NJ PHONE: (6092) 921-1861 NJ FAX: (609) 921-8326 MEP ENGINEER 0 T.J.D. ENGINEERING ASSOCIATES, INC. 2 Hancock Drive, West Milford, N.J. 07480 Certificate of Authorization 24GA27944000 Phone 973-208-0054 Fax 973-208-0851 OWNER ¢ropical HIPPING PROFESSIONAL SEAL: DESIGN DEVELOPMENT NOT FOR CONSTRUCTION THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS A PROFESSIONAL'S SEAL AND SIGNATURE ARE ON THE DRAWING PROJECT TITLE / DESCRIPTION: TROPICAL SHIPPING NEW OFFICES FACILITY LOCATION: TROPICAL SHIPPING L.L.c. (LEASED PLOT) PLOT NO. & EAST HOPE (H.0.V.I.C. LANDS) QUEEN'S QUARTER, ST. CROIX USVI DATE: 9-28-24 NO: REVISION: DATE: PROJECT NUMBER: 22254 DRAWING TITLE: POWER FLAN SCHEDULES L| POWER FLAN SHEET NUMBER: IDS 74" SHEET OF