LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PARCEL NO. C LITTLE ST JAMES U.S.V.1 agg 22 ERBE ERBEERREEEE 288 Bag & EFTA00258636

--=PAGE_BREAK=--

CZM SETBACK LINE UNE OF NATURAL ABUTMENT LOCATION OF EXISTING RO BUILDING ° » £0 SCALE - = 3 MARVIN BERNING & ASSOCIATES LAND SURVEYORS ‘SUBDIVISION PLANNING PARTIAL TOPOGRAPHICAL SURVEY . EXISTING CONDITION PARCEL No. °C" LITTLE ST. JAMES ISLAND SITE PLAN NO St eouks, USM EXISTING CONDITIONS |_1 | SITEPLAN OS | co.0 | co.0] ScaLe: 1"=30'-0" —i EFTA00258637

--=PAGE_BREAK=--

Stormwater Best Management Practices 1, PROVIDE COMPACTED GRAVEL BASE AT ESTATE ROAD DURING CONSTRUCTION. 2. ALL EXCAVATED AREAS SHALL BE SEEDED OR RE PLANTED AT ENO OF CONSTRUCTION / (ELINE PER THIS SURVEY 6, NATURAL VEGETATION SHALL BE PRESERVED IN THE INDICATED AREAS y. wis c ZM SETBACK LINE ) UNE OF NATURAL ABUTMENT ZONING NOTES LOT ZONING: R-t {f LOT SIZES: PARCEL C (11.8 ACRES 515,188 SQ.FT) ACCESSORY USES: NONE PARKING: 4 VEHICLE SPACES PROVIDED DENSITY: TWO (2) OWELLING UNITS LOT OCCUPANCY: 25 PERCENT MAX. (128,787) ACTUAL LOT COVERAGE: 5% ©(30,385) MIN, LOT AREA: 21,780 SF. LOT WIDTH: 100 FEET REQUIRED: ‘SILT SCREEN (SEE DETAL 20N ‘SHEET C2.0) FRONT YARD SETBACK: 15 FEET SIDE 15 FEET AND REAR YARD SETBACK: 15 FEET MAXIMUM HEIGHT; 2 STORIES: PROPOSED HEIGHT: 1 STORY fe ST. eee A ow Pe EFTA00258638

--=PAGE_BREAK=--

FINISH FLOOR ELEVATION 10,5 On+og TEMP. BARS a #3 © 12” Oc, ! an OS PrN D 2°8 WEEP HOLES @ 4'-0" 0.C. OR 4" WEEP HOLES CRUSHED STONE | 3 | SITE PROFILE |czo]}c20] scaLe: we=t.0° DOUBLE EROSION CONTROL FENCING crs TYPICAL SEDIMENT |_2_ | SILT SCREEN DETAIL | c20] c20] SCALE: NOT TO SCALE EFTA00258639

--=PAGE_BREAK=--

FOOTING SCHEDULE = io | eeren | _ | amcor | oo UAT OF OL. ¥ TeP ED SOTION AO) COVER TYP SOTHWAYS FOOTING CENTERED OM men COLUMN AND PIER SCHEDULE $3 @ 4.5" FOR FIRST AND LAST 25% OF BEAM LENGTH FOC FOR MIDOLE 50% #4 TOP STEEL AT US THE SPAM @IZ"O.C TYPICAL (GRADE BEAM) 12. O45' FOR MRET AND LAST 25% OF BEAM LENGTH EOC MIDOLE 50% £4 TOP STEEL AT LS THE SPAM AT IOC ‘TYPICAL GRADE BEAM AT PERIMETER OF BIALDING SLAB NOTES 7° CONCRETE SLAB TYPICAL REINFORCED WITH #4 BARS AT 8" 0.0 WELDED WIRE FASRIC (WWF) ON 6 MIL. POLY VAPOR BARRIER. TYPICAL 3° COVER FOR SLAB ON GRADE. COLUMN AND FOOTING DIAGRAM DETAIL nores: § 1. ALL CONCRETE SHALL HAVE AN Fe OF 3000 PSI AT 28 DAYS 2. ALL REINFORCING STEEL SHALL 8E GRADE 60 OR Fy 60,000 PSI 3. ALL CONCRETE WORK SHALL BE AS PER AC). CODE 4. PROVIDE 3° MIN. COVER FOR SLABS , BEAMS, AND FOOTINGS RESTING ON GRADE 5, PROVIDE MIN. COVER FOR SLABS, BEAMS, AND COLUMNS AS PER ACI. COOE 6. FORMS UNDER SLASS AND BEAMS SHALL REMAIN IN PLACE 14 DAY'S MINIMUM 7, ALL AGGREGATE SHALL BE CLEAN AND FREE OF ORGANIC MATTER: 8, DESIGN LOADS SHALL BE 100 LBS P.S.F. LIVE LOAD AND 65 LBS P.S.F. WIND LOADS 9. ALL STRUCTURAL LUMBER SHALL HAVE AN Fb OF 1300 P.S.1. MIN. 10, ALL STRUCTURAL LUMBER SHALL BE GRADE MARKED FOR STRUCTURAL USE 11. ALL LUMBER SHALL BE TREATED AGAINST TERMITES AND FUNGUS 12. ALL MASONRY WALLS SHALL HAVE A MIN, VERTICAL REINF, Vii #5 AT 24° 0.6, AND HORIZONTAL REINF. AT 16° 0,C, 13. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN THE DRAWINGS PRIOR TO THEIR CONSTRUCTION . 14, ALL FILL DIRT SHALL BE COMPACTED TO 95% DENSITY MINIMUM 15. FABRICATE STIRRUPS WITH A 135 DEGREE HOOK AROUND VERTICAL BARS TYPICAL LEGEND FLOOR CONTROL JOINT LINE INDICATES BOTTOM ‘STEEL TEMPERATURE ‘STEEL IN SLAB WALL ABOVE FOOTING #4°TOP BARS AT 24° 0.0 TYPICAL AT LENGHTIS THE BAY SPAN SLAB BASE REFERENCE ELEVATION NO. oll © in ELEVATION SLAB ELEVATION NO, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHOOS OF CONSTRUCTION. THEY SHALL FOLLOW ALL THE MANUFACTURER RECOMMENDATIONS AND REQUIREMENTS FOR THE BRACING AND: SHORING OF THE POURED CONCRETE WALL SYSTEMS: EFTA00258640

--=PAGE_BREAK=--

32-8" EXISTING SERVICE © " @ a b g\ Z q Z S i E : SSS A eo — FOUNDATION PLAN . = SCALE: 1/8"=1'-0" Pt © GENERAL NOTES: 1 BUSTING CONCRETE SLAB TO REMAIN UNLESS NOTED TO BE REMOVED. CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOM OURING EXCAVATION. THEY SHALL REPLACE With RAL FILL AND COMPACT 95% DENSITY. THE CONTRACTOR SHALL TEST SOIL TO INSURE onto SAW CUT PORTION OF EXISTING "CONCRETE SLAB TO ACCOMMODATE NEW FOOTING, r ul if tf Virgin tata daphne S877 1600 tn 300.77 ot EFTA00258641

--=PAGE_BREAK=--

— LL IA, — + 2. 5 7 " vaTit Uy THE CONTRACTOR SHALL TEST SOIL TO INSURE THAT THE REQUIRED 95% DENSITY PROCTOR HAS BEEN ACHIEVED. | iT : SLAB a WY; ee 7a | 32-8" DOSTING SERVICE Ae | 12" ___ EXISTING SERVICE EFTA00258642

--=PAGE_BREAK=--

48-9 W2"___ EXISTING SERVICE 5 E i $ A ema redia-2Guzowemetnat FLOOR PLAN | at.0 | A1.0] SCALE: 1/8"=1"-0" FLOOR PLAN EFTA00258643

--=PAGE_BREAK=--

ABOVE GROUND 4 POSTLIFT ASSEMBLY 230/480 VOLT 3 PHASE TABLE SAW WITH VENT AND SAW DUST VACUUM, 230 VOLT 3 PHASE BUILT IN SHELVES 32-8" EXISTING SERVICE WASH BAY DRAIN WASTE OiL SPILL DRAIN EMERGENCY EYE WASH AND SHOWER ASSEMBLY BASE CABINETS WITH STORAGE SHELVES PROVIOI AIR AD LOCATIONS ® ® ® 10) © © ® ® ® @ ® FURNISHING AND EQUIPMENT [1 | FLOOR PLAN [ ait] att] ScaLe: 1/a%=1'-07 EFTA00258644

--=PAGE_BREAK=--

FTE ET LE ] rn vt See ti nan WE CUT HUN EFTA00258645

--=PAGE_BREAK=--

NEW PRE-FINISHED METAL ROOFING SYSTEM WITH VINYL INSULATION OVER EXISTING PURLINS DOOR ASSEMBLY 1Z-W x 16-0°H — SOUTH ELEVATION | 42.0 | A2.0| SCALE: 1/8"=1'-0" IFW x 16-0°H [2 _| NORTH ELEVATION | 12.0 | a2.0| SCALE: 1/8"=1'-0" EFTA00258646

--=PAGE_BREAK=--

LOUVERED EXHAUST FAN VENTS LL can EFTA00258647

--=PAGE_BREAK=--

IDC Eee nin gerne No 3) Oronringens Gade - Queen's Quarter Post Otfioe Box 6298 ‘St Thomas, U.S. Viegas blends 00605 tetephvone: 349,777, 1600 fax: 340.777.1001 BUILDING SECTION SCALE: 1/4"=1'-0" EFTA00258648

--=PAGE_BREAK=--

WALL DETAIL TYPE W1 2 | WALL DETAIL TYPE W2 | a4.0 | a4.0| SCALE: 1"=1'~0" EFTA00258649

--=PAGE_BREAK=--

2 EFTA00258650

--=PAGE_BREAK=--

NEW PRE-FINISHED METAL ROOFING SYSTEM WITH VINYL INSULATION FACE INSULATION ROOF co [ as] SCALE: 2” WALL SECTIONS [3 | WALL FLASHING DETAIL [ 5.1 | AS.1] SCALE: 2"=1°-0" EFTA00258651

--=PAGE_BREAK=--

SEE STEEL SHOP DRAWINGS FOR ANCHOR BOLT AND BASE PLATE __1__| FOOTING DETAIL | 45.2 | a5.2] SCALE: 1"=1'-0" ‘STEEL COLUMN ‘S82 STEEL SHOP BOLT AND BASE PLATE (6) #5 BARS WITH #3 TES ATS*O.C GRADE BEAM DETAIL ‘SCALE: 1"=1'—0" ‘meet no, WALL SECTIONS or Ds 6 7 EFTA00258652

--=PAGE_BREAK=--

1 | 1 | SLAB DETAIL [5.3] 45.3] SCALE: 1"=1'-0" |_3 | TRENCH DRAIN DETAIL 8, SLAB DETAIL SCALE: 1"=1'-0" [as.3 | a5.3| SCALE: 1"=1'-0" 2 EFTA00258653

--=PAGE_BREAK=--

15-001 CHANICAL NOTES, EGEND & SCHEDULES a ! a Ir HD fyi i Hee 8 AL DUCT SSIES SHOWN OW ORANINES ARE CLEAR INSIDE OOENDONS. ‘WR OSUREUTON SL BE AS SOEDALD OM TE GRURNCS 7, SUBMIT SHOP DRAWINGS OF AU MATERAGS AND GOUIPMENT FOR OR APPROD EDU 252 AL: i ra i 2 AIR_ CONDITIONING LEGEND AIR BALANCE SCHEDULE OUTDOOR AIR REQUIREMENTS FOR VENTILATION (sme staxoano 62.1-2010) ae ae tae i : | CREWNECK | CREENEDX | VENTILATION FAN SCHEDULE a ee a ES es S. CONDENSER COLS SHALL BE PROVDED WITH COMING PROTECTIONS. pe eT] NM SIPS MV Ch TES TITS F/O. OP 0 CNIS 21 =S209+NOD WV MUIIIS20 SONS Join 4 Set 5 193-38 Pee Pg BIG -wI \ EFTA00258654

--=PAGE_BREAK=--

HANGERS MUST WOT OEFORM OUCT SHAPE ROAFORCOONTS WAY BE USED FOR ATIQMEST UF OT QUAUFES FOR BOF OUTES, REFER TO SMAQXA STANDARDS FOR LORD rs TYPICAL DUCT BRANCH TAKE OFF DETAIL GQFor LOW PRESSURE DUCTWORK Geical DUCT HANGER DETAIL NTS NTS BUILDING PROJECT URE ST saws USE TYPICAL REFRIGERANT Gp PPins HANGER DETAIL NTS EFTA00258655

--=PAGE_BREAK=--

Ere an z 3 2! Sagts E Ei (COMPLIES WH FC-2007 MECH VOL SECHOW 207.23 (CRODGATE PPE AO ATTICS DUML BE COPPER AHU CONDENSATE Ta hem WI/AUX. WALL TYPE CENTRIFUGAL TYPICAL AIR HANDLING GQVERELOW SWITCH DET. UNIT MOUNTING DETAIL en: FAN DETAIL Oars a a ‘AL RAROWARE TO OE GALY. OR CADW PLATED FORCED SHEL ASTU-A-225. CONDENSING UNIT MOUNTING DETAIL ou Orroroo EFTA00258656

--=PAGE_BREAK=--

Ada ch aM, dase Ft ACCES SAMS WIM MONE UME FRYER NIA, SUN EUTS VAIN CHU MLOdeg, 1/20 WIL SN) Pend otic 7Y-3 Vz" i) {| tf KEY NOTES: OUTSIDE AIR INTAKE WALL LOUVER FOR LOCATION, SIZES SEE EFTA00258657

--=PAGE_BREAK=--

KEY NOTES: 3 PVC AC CONDENSATE DRAIN RUN TO DAYLIGHT TRENCH DRAIN EMERGENCY EYE WASH AND: SHOWER ASSEMBLY OIL AND SAND SEPARATOR GENERAL NOTES: WATER SUPPLY LINE IN ROOMS 101 ,102 FOR FUTURE USE. PLUMBING FLOOR . PLAN EFTA00258658

--=PAGE_BREAK=--

ALL WORKMANSHIP AND MATERIAL SHALL 86 IN STRICT ACCORDANCE WITH THE APPLICABLE LOCAL COOES, RULES AND ORDINANCES. THE CONTRACTOR SHALL VISITS THE JOB SITE AND THOROUGHLY FAMEUIARIZE HIMSELF WITH ALL EXISTING CONDITIONS . ALL MATERIAL SHALL BE NEW. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT . REQUIRED INSURANCE SHALL BE PROVIDE BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK . CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMIT, INSPECTION FEES AND REQUIRED TESTING. DRAWINGS ARE DIAGRAMMATIC IN NATURE DO NOT SCALE THE EXACT LOCATION OF PLUMBING OF PIPES . ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH OTHER TRADES AND THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERVARCHTECT PRIOR TO BEGINNING OR WORK . VERIFY LOCATION SIZE, INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION . ADVISE THE ENGINEER/ARCHITECT OF ANY DISCREPANCES . ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS COORDINATE LOCATIONS WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. DIALECTIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR, METAL IN PIPING AND EQUIPMENT CONNECTIONS, CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE OF DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM (OATE OF ACCEPTANCE BY THE OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY COST TO THE OWNER AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED, ALL CONTROLS VALVES SHALL BE TAGGED AND MARKED. A IRREPROOUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR THE OWNERIOPERATOR. ALL STORM DRAINAGE PIPING 4" AND LARGER WITH OFFSETS GREATER THAN 45° SHALL HAVE SWAY BRACING AT DIRECTION CHANGES . THE CONTRACTOR SHALL KEEP A SET OF AS-SUILT DRAWINGS ON THE JOB SITE AT ALL TIMES . AND SHALL PROVIDE THE OWNER WITH AN UPDATED SET AT THE COMPLETION OF THE PROJECT. APPLY A WATER PRESSURE TEST TO ALL PARTS OF THE WATER PIPING SYSTEM NOT LESS THAN 150 PSIG OR 1.25 TIMES THE SYSTEM WORKING PRESSURE WHICH EVER IS GREATER FOR A PERIOD OF 4 HOURS. REPAIR ANY LEAKS: ALL PLUMBING FIXTURES SHALL MEET STATE AND LOCAL CODES, ALL WATER PIPING SHALL BE SUPPORTED AT NID SPAN, THE CONTRACTOR SHALL TIE IM TO THE EXISTING DOMESTIC WATER SYSTEM TO SERVICE THE NEW CONSTRUCTION. Hippel i EFTA00258659

--=PAGE_BREAK=--

SOWASLP Tad “Hee ID=CON ST SACS FEMMICEICE DIOP ACI WL \ SOM DOC Sh WHIT SOP Oey, 10 1/201G BGG VL CLAW Mie Ly Ht i iy ‘CONTRO, WRENS AND 1S SHOOY/WOTED OW THESE CRUNIGS AND PER CTR APPURSLE ORANIVES / RISTRUCRONG. SEE AR CONCMONNG SRAM AL WATER, REVONED SHALL BE SSPOSED OF AS GRECTED GY CANER. MPENG WOCATD AS QESTING (3 BASID ON CPSP, CONTRACT ORANINGS AND, SE VERFED GF CONTRACIOR A 8 SE MONA WORE SITE HALL GE 9 12 THEN / TORY URES OTMERMESE NOTED GY PLANS. ‘Ma CORDUCTORS ULL Of COPPER, AL MAIDRALS SUL OE UL PROVED. (Oe TPOWPETTN PANEL TALLY SHALL BE FURDESRED AFTER 208 15 COMPLETED. ‘AL DUNCH CORCUTS SHALL GE PROPERLY PHASE BALANCED. bit Carat Se ok aa Cavs SSR a ete na THiS ORAWING A GUCE FOR THE ELECTRA SOSURLTION. Tet CLECHECAL (CONTRACTOR (5 RESPONSELE TO PROVDE A FUMCRORNG SYSTEM AL CARLES SHALL BE RUM WITH OUT SPUCES EXCEPT F CHEMSE peCAED. AL PAL AO AChOM Goats GUL OE AOCSERE AT RL ES. CCT FOE WO METNNG OF CONTRO SUL. Of SCIINGD & AL WORK SLL GE CONE Ov A HEAT AND worRcNNRe muvee, AL RACENAY ROUTED, INSULATED CONDUCTORS SYSTEM SHALL BE COLOR CODED AS gE ELECTRICAL SYMBOL LEGEND ‘2A 17S ¥, OUPLET RECEP Groen RPE Ge CrOmO FT ™ wero (2, 125V QUET SHTCK. 4§4/0 (G)2 1/2°6 CONDUIT TO EXISTING MANHOLE DA 12 3 Wr OUET SM CRSCORRECT SMO (3) SENOHES (8) PRUE SIRE Qur)-sor resED (PE AAR PULL STAR (et RA Wore STORE (et Ave HOS OCT POE AAR DOE OCTTCTOR ELECTRA, PEL MAN 10F 1 341 & 146(G) 2° CONDUIT 7S KVA 480V/120/208V 30 143/0 (G)-3/4"s CONDUIT TO (2) 5/8" X 10° LONG COPPER CLAD STEEL GROUND ORIEN RODS SPREAD 6'-0" APART OF C.WLP. AND FOUNDATION STEEL. ELECTRICAL RISER DIAGRAM LIGHTING FIXTURE SCHEDULE 44250 KCMIL & 193(G) 3° CONDUIT EFTA00258660

--=PAGE_BREAK=--

‘RIM COSSAMAMT SHO LWHCNOS u, IS 2CIS BIG V, CusePOF Wier Ort S* Jes Vee CHANCE SuISr PCSCO a * VICWHOER' Pad Mee NOTES: STORAGE |] stoRAGE STORAGE LIGHT TRUCK TIRE CHANGER, 120 VOLT 1 PHASE (344 HP) STORAGE |] sToRAGE @ @ @ E @ HEAVY TRUCK TIRE CHANGER, VOLT ©) HP, 400V 3PHASE ee 7 ABOVE GROUNO ELECTRICAL 4 Lk, ol tt} iL, Hep } POST LIFT 480 VOLT 3 PHASE WITH A Fes Pe vr | PNEUMATIC LOCK GHP) GHP) Sartt arti} tek 4 —————— eee ————— a ABOVE GROUND 4 POST LIFT ASSEMBLY 480 VOLT 3 PHASE (2HPYGHP) TABLE SAW WITH VENT AND SAW DUST VACUUM, (2HP),400V 3PHASE |_1 | POWER PLAN [ero | €1.0] SCALE: 1/a=1"-0" EFTA00258661

--=PAGE_BREAK=--

4 Cgtpy “ne GT INDE S1Or/t, ok OTE AON INS 209-60 TEN NRO TH AOS II NA Set * 3 1S-S\Et Peay aN 2 z gi - El EFTA00258662

--=PAGE_BREAK=--

LITTLE ST. JAMES GENERATOR AND R.O BUILDING ROOFING PROJECT PARCEL NOS. A,B AND C LITTLE ST JAMES U.S.V.I MODIFICATION TO CZT-53-04L ITE PLAN ROOF PLAN BULDING B (CROSS SECTION BUILDING B (CROSS SECTION BUILDING A GEE EREREERIEZE ECELETE 88 G28 8 | M-2AL0 = SECOND FLOOR HVAC PLAN BUILDING A PREPARED BY eto Sipe pe Se Jaredian Design Group acticcis engineers and Construction Managers 5933 Racpers Gare, Sunt 14, St. Thecanan, U. $. Wine IhiAnes OOBO2-4900 + Pou Owics Bon G21, Se. Thomas, U.S Views humnon OOSDE-62 18 Tenens: (340) 777.1600 © Fax: (340) 777.1608 © E-man: jdg@vipowernet.net © Wrest: www. jaredian.com

--=PAGE_BREAK=--

CZM SETBACK LINE UNE OF NATURAL ABUTMENT R.O AND GENERATOR BUILDING ROOFING PROJECT UTTLE ST James UAVS : : : _ MARVIN BERNING & ASSOCIATES LAND SURVEYORS 8 SeRCreRTY SUES H PARTIAL TOPOGRAPHICAL SURVEY + RED RIER usvl. EXISTING CONDITIONS | 1 | SITEPLAN |co.0 | co.0] SCALE: 1"~30'-0" EFTA00258664

--=PAGE_BREAK=--

Stormwater Best Management Practices 1, PROVIDE COMPACTED GRAVEL BASE AT ESTATE ROAD OURING CONSTRUCTION, 2. ALL EXCAVATED AREAS SHALL BE SEEDED OR RE PLANTED AT END OF CONSTRUCTION S.INSTALL SILT SCREEN FENCE AS PER MANUFACTURES INSTRUCTION 4. RECEPTACLES SHALL BE PROVIDED ON SITE AND MAINTAINED ON A REGULAR BASIS 5. VEGETATION BERMS SHALL BE USED IN CONJUNCTION WITH SILT FENCE TO REDUCE STORM WATER RUN OFF, 6, NATURAL VEGETATION SHALL BE PRESERVED IN THE INDICATED AREAS ZONING NOTES LOT ZONING: Ret LOT SIZES: PARCEL C (11.8 ACRES $15,188 SQ.FT) USE: RESIDENTIAL ACCESSORY USES: NONE PARKING: 4 VEHICLE SPACES PROVIDED DENSITY: TWO (2) DIVELLING UNITS LOT OCCUPANCY: 25 PERCENT MAX. (128,797) ACTUAL LOT COVERAGE: 5% *(30,385) MIN, LOT AREA: 21,780 S.F. LOT WIDTH: 100 FEET REQUIRED VIRGIN ISLAND ZONING REQUIREMENT FRONT YARD SETBACK: 15 FEET SIDE 15 FEET AND REAR YARD SETBACK: 15 FEET MAXIMUM HEIGHT: 2 STORIES PROPOSED HEIGHT: 2 STORY oe MARVIN BERNING & ASSOCIATES 4 UAND SURVEYORS 5 ‘SUBOMSION PLANNING PROPERTY SURVEYS TOPOGRAPH! ‘ey — rsa aa] sou re Py CALC: — GAURILOFF SCALE: 1° = 30° EFTA00258665

--=PAGE_BREAK=--

mA 4 3 | STEEL PIPE BOLLARD #3 @ 12” oc. V-BARS jez [cz | scavenor To scuE 2°6 WEEP HOLES @ 4'-0" TBARS 0.c. OR 4” eee HOLES CRUSHED STONE R.O AND GENERATOR BUILDING ROOFING PROJECT PARCELS ARC UTTLE ST sauaes Usa ae DOUBLE EROSION CONTROL FENCING SITE DETAILS crs woe 15-001 ‘SaET wos TYPICAL SEDIMENT | 2 | SILT SCREEN DETAIL | c20] c20] ScaLe:noT To SCALE EFTA00258666

--=PAGE_BREAK=--

NOTES: 1, ALL CONCRETE SHALL HAVE AN Fe OF 3000 PSI AT 28 DAYS FOOTING SCHEDULE 2, ALL REINFORCING STEEL SHALL BE GRADE 60 OR Fy 60,000 PSI 3, ALL CONCRETE WORK SHALL BE AS PER A.C, CODE 4, PROVIDE 3° MIN, COVER FOR SLASS , BEAMS, AND FOOTINGS RESTING ON GRADE 5, PROVIDE MIN. COVER FOR SLABS, BEAMS, AND COLUMNS AS PER A.C.I. CODE 6, FORMS UNDER SLABS AND BEAMS SHALL REMAIN IN PLACE 14 DAYS MINIMUM 7, ALL AGGREGATE SHALL BE CLEAN AND FREE OF ORGANIC MATTER 6, DESIGN LOADS SHALL BE 100 LBS P.S.F, LIVE LOAD AND 65 LBS P.S.F. WIND LOADS 9. ALL STRUCTURAL LUMBER SHALL HAVE AN Fb OF 1300 P.S,|, MIN, 90, ALL STRUCTURAL LUMBER SHALL BE GRADE MARKEO FOR STRUCTURAL USE 11, ALL LUMBER SHALL BE TREATED AGAINST TERMITES AND FUNGUS 12. ALL MASONRY WALLS SHALL HAVE A MIN. VERTICAL REINF. Wi #5 AT 24° 0.C, ‘AND HORIZONTAL REINF. AT 16° 0,C, 13, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN THE DRAWINGS PROOR TO THEIR CONSTRUCTION . 74, ALL FILL DIRT SHALL BE COMPACTED TO 95% DENSITY MINIMUM 15, FABRICATE STIRRUPS WITH A 135 DEGREE HOOK AROUND VERTICAL BARS TYPICAL D PIER DETAIL LEGEND FLOOR CONTROL JOINT LINE INDICATES BOTTOM STEEL TEMPERATURE ‘STEEL IN SLAB INDICATED OUTUNE OF FOUNDATION FOOTING BELOW INDICATED OUTLINE OF WALL ABOVE FOOTING #4 TOP BARS AT 24° O.C TYPICAL AT LENGHTIS THE BAY SPAN SLAB NOTES we Al 6" CONCRETE SLAB TYPICAL WELDED WIRE FAB (HF) WEL TYPICAL 3° COVER FOR SLAB ON GRADE. REINFORCED CONCRETE WALL 12° CONCRETE SLAB REINFORCED WITH #5 BARS AT 12" BOTHWAYS ON 6 MIL. VZEZZZEZZL 6° OR 4* STUD FRAMED WALL POLY VAPOR BARRIER TYPICAL 3° COVER SLAB FOR SLAB ON GRADE. &* CONCRETE ROOF DECK a REINFORCED MASONRY WALL TYPICAL REINFORCED #5 & 0.C TOP AND BOTTOM Sover Trica. ° 2 70 RAIN WATER LEADER IN WALL COLUMN AND FOOTING OR COLUMIE |_ 2 | DIAGRAM DETAIL THE GENERAL CONTRACTOR IS RESPONSIBLE FOR [sao ]s00 | scaLe: worToscaLe THE MEANS AND METHODS OF CONSTRUCTION. THEY SHALL FOLLOW ALL THE MANUFACTURER RECOMMENDATIONS ‘AND REQUIREMENTS FOR THE BRACING AND SHORING OF THE POURED CONCRETE EFTA00258667

--=PAGE_BREAK=--

H COAT BACK OF WALL WITH PERFORATED 4° PVC ORAINAGE PIPE ENCASED IN GRAVEL NOTE: @® CONTRACTOR SHALL COAT NEW AND A PORTION OF EXISTING WALL WITH OUTLINE OF FOOTING BELOW CONCRETE RETAINING ENKA-DRAIN: 4°O PVC PERFORATED PIPE, Parad foo 2 Oe To FUTURE R.O. EQUIPMENT ol SWITCH GEAR 4°@ PVC DRAINAGE PIPE BELOW SLAB RUN TO DAY UGHT FIRST FLOORR.O. |__1__| BUILDING FOUNDATION PLAN “|st.0]s1.0] scaLe: 3/16"=1'-0" SEE SHEET S0.0 FOR NOTES AND SCHEDULES EFTA00258668

--=PAGE_BREAK=--

l CONCRETE RETAINING WALL #5 BOTTOM BARS AT 6" 0.C #5 TEMP AT 6" 0.C 1 ' 1 ' #4 TOP STEEL AT 12°0.C aor PELLITEIPETE E ARS SN sg Bae EEG SS AY AY A FUTURE R.O. EQUIPMENT CMA AA AAA rive STAT SWITCH GEAR ROOM R.O AND GENERATOR BUILDING ROOFING PROJECT ARC UTE ST anes USE EFTA00258669

--=PAGE_BREAK=--

: PROPOSED SECOND FLOOR |__1 | SLAB FOUNDATION PLAN | st.2 | $1.2] SCALE: 3/16"=1'~0" EFTA00258670

--=PAGE_BREAK=--

ELECT/MCC CONTROL ROOM DISTRIBUTION PUMP ROOM R.O. EQUIPMENT FIRE PUMP EXISTING FIRST (1 __| FLOORR.O BUILDING JA-1A1.0|A~1A1.0] SCALE: 3/16"=1°-0" FUTURE R.O. EQUIPMENT EXISTING FIRST FLOOR PLAN RO BLDG EFTA00258671

--=PAGE_BREAK=--

FUTURE R.O. EQUIPMENT —_ a , — aan | | SGnAcER SERS (a > E0GE OF a BUILDING A a |__ a LITTLE ST. JAMES R.O AND GENERATOR BUILDING ROOFING PROJECT PROPOSED FIRST [ 1 _| FLOORR.O BUILDING [A-1A1.1] A~1A1.1] SCALE: 3/16"=1'-0" GENERATOR ROO EFTA00258672

--=PAGE_BREAK=--

po CONTINUOUS FLOOR CONTROL JOINT | i PROPOSED SECOND —7— mronosen secon, [A—2A1.0[A~2A1.0] SCALE: 3/16"=1'-0" Pe pe EFTA00258673

--=PAGE_BREAK=--

ROOF PLAN R.O BUILDING [A-3A1.0]A-3A1.0] SCALE: 3/16"=1'-0" EFTA00258674

--=PAGE_BREAK=--

GENERATOR ROOM BUILDING ROOFING PROJECT PCRS ARC UTTLE ST AWS UAVS EXISTING FIRST FLOOR | 1 _ | GENERATOR BUILDING |e-1A1.0]8-1A1.0] SCALE: 3/16"=1'-0" EFTA00258675

--=PAGE_BREAK=--

‘wee NO: B-2A1.0 PROPOSED SECOND FLOOR GENERATOR PROPOSED SECOND FLOOR | 1 | GENERATOR BUILDING [b-2a1.0]8-201.0| SCALE: 3/16"=1'-0" EFTA00258676

--=PAGE_BREAK=--

tt Paresh neeptvmnlner dt ia ROOFING Bye esae2 Design ——-— Post Office Box €218 ‘SL Thomas, U 8. Virgin tetancts 00004 tateptrane, 340,777, 1600 tax: 340.777.9609 eirawt precan2Qeinowemmt net LITTLE ST, JAMES BUILDING ROOFING PARCELS ABC m7 ROOF PLAN [4 _ | GENERATOR BUILDING [e-sa1.0|e—3a1.0] SCALE: 3/16"=1'-0" EFTA00258677

--=PAGE_BREAK=--

BUILDING ELEVATIONS R.O BUILDING iM Front Woe 18-001 uy esece A > |__2 ___| BUILDING A WEST ELEVATION | A-A2.0 | A~A2.0 | SCALE: 3/16°=1'-0" 3 4 EFTA00258678

--=PAGE_BREAK=--

BUILDING A [1 | NORTH ELEVATION SCALE: 3/16"=1'-0" BUILDING A [3 _]| PARTIAL EAST ELEVATION A~A2.1 | A~A2.1] SCALE: 3/16"=1'-0" ™ AA21 BUILDING ELEVATIONS R.O BUILDING BUILDING A 2 _ | SOTH ELEVATION | A-a2.t | A-A2.1| SCALE: 3/16"=1'-0" EFTA00258679

--=PAGE_BREAK=--

BUILDING B | 1 | NORTH ELEVATION | B-A2.0 | B~A2,0| SCALE: 3/16"=1'-0" BUILDING B | 14 _| SOUTH ELEVATION SUILDING ELEVATIONS | 8-a2.0 | B-A2.0| SCALE: 3/16"=1'-0" GENERATOR aL ae EFTA00258680

--=PAGE_BREAK=--

BUILDING B [| 1 | WEST ELEVATION [ 8-a2.1 | B-A2.1 | SCALE: 3/16"=1'-0" BUILDING B [2 _] EAST ELEVATION [era [emai] sce: 3/te%=1'-0" EFTA00258681

--=PAGE_BREAK=--

CROSS SECTION |_1 | BUILDINGB PURLINS NEW PRE-FINISHED METAL ROOFING SYSTEM WITH EXISTING SLAB AND GREEN ROOF SLOPED AT? PER FooT R.O AND GENERATOR BUILDING ROOFING PROJECT PARCELS ABLE UTRE ST 4AMES USVI EFTA00258682

--=PAGE_BREAK=--

‘St Thomas, US. Virgin Islands 00804 Aehpheme; 340,777, 9600 fas: 240.777, 1801 FIRST FLOOR CROSS SECTION EFTA00258683

--=PAGE_BREAK=--

BUILDING SECTION MaATIZTOC ssaTs Oc : 3 : & MATIZ CROSS SECTION | a3.2 | A3.2] SCALE: 3/47=1'-0" PV VyVoo , —900000000000} 0900090000004 i——] ,CooKoKCKCNOCNDNNg0N0N i——-| JOCCoCDCCCOCC COO pPaoc —— cogo000000000000' — 3000090000000 ° i— 09900000000 — ——e=w OOOTOOOODOOO — ~OOOoCOD OOOO OOrsE — imooco0000g0opon0Dd — i—2OO0CoCN000N BITUMINOUS MEMBRANE COAT BACK OF WALL E WITH (2) COATS OF ENKADRAIN DRAINAGE MATT EFTA00258684

--=PAGE_BREAK=--

D ) Es VY, a es a2 ama ez} * V4 res Pe ee eee a wa 1 1 Y B | [bed | i | —] | |J—] | | =~ ‘ pith 1) j=) | ==} | JR Te Ti Ae! | __1__| CROSS SECTION [ass] A33| SCALE: 3/4"=1'-0" 3 4 EFTA00258685

--=PAGE_BREAK=--

e i HH ae R.O AND GENERATOR UTTLE ST JANES URW omar UTTLE ST. JAMES ‘ i i DOOR AND FRAME 5 Win RIDE. HOLLOW METAL EFTA00258686

--=PAGE_BREAK=--

| 3 | WALL SECTION | 48.0 | 45.0] SCALE: 3/4"=1'-o" | 1 | WALL SECTION [45.0 | a5.0| SCALE: 3/4"=1°-0" ALL SECTION SCALE: 3/4"=1'=0" EFTA00258687

--=PAGE_BREAK=--

3 NEW PRE-FINISHED METAL rtrd pln NEOPRENE CLOSURE VINYL FACED INSULATION [2 | EAVE DETAIL ‘SA Thomas, U.S, Virght Islands 00008 tebepphome: 340.777.9600 faa: 340.777.1601 [4 3° zo ea 25 | ee ES of ye «S Ee "6 oO | 4 | DETAIL | a5. | 45.1] SCALE: 2"=1'-0" 6 EFTA00258688

--=PAGE_BREAK=--

AIR CONDITIONING _ LEGEND VENTILATION FAN SCHEDULE % AL DUCT SES SHOWN Ont ORAMINGS ARE CLEAR RESIDE OMUENSONS. q Pabll § ! " MECHANICAL NOTES, EGEND & SCHEDULES i HN tine te OUTDOOR AIR REQUIREMENTS FOR VENTILATION (asHRe STANDARD 62.1~2010) ag & & [le] TT TY eee aad EFTA00258689

--=PAGE_BREAK=--

INLINE FAN SUPPORT DETAIL rs — R.O AND GENERATOR BUILDING ROOFING PARCELS ARS UTTAR ST anes USE EFTA00258690

--=PAGE_BREAK=--

KEY NOTES: 12" OUTSIDE AIR INTAKE PLENUM WITH MOTORIZED DAMPER. 36°X36" SHEET METAL BELLMOUTH WITH WIRE MESH SCREEN FUTURE R.O. EQUIPMENT x % SN SWITCH GEAR oS Q 5 ls 4 \\ FP EQUIPMENT a ROOM \ {3 LITTLE ST, JAMES \\ R.O AND GENERATOR oe PARCELS ABC PROPOSED MECHANICAL / | _1___| FIRST FLOOR R.O. BUILDING [M—1A1.1]M—tAt.1] SCALE: 3/16%=1'~0" GENERATOR ROOM ‘Bett no! M-1A1.1 PROPOSED 1ST FLOOR HVAC RO BLDG EFTA00258691

--=PAGE_BREAK=--

7 KEY NOTES: 18° OUTSIDE AIR INTAKE PLENUM WITH MOTORIZED DAMPER, 60°X60" SHEET METAL BELLMOUTH WITH WIRE MESH SCREEN CARBON MONOXIDE PANEL PROPOSED MECHANICAL | __1___ | SECOND FLOOR R.O. BUILDING IM~2A1.0]M~2A1.0] SCALE: 3/16"=1'-0" EFTA00258692

--=PAGE_BREAK=--

MECHANICAL SECOND FLOOR ___1___| GENERATOR BUILDING SCALE: 3/16"=1'-0" KEY NOTES: 12° OUTSIDE AIR INTAKE PLENUM WITH MOTORIZED DAMPER. 36°X36" SHEET METAL BELLMOUTH WITH WIRE MESH SCREEN CARBON MONOXIDE PANEL St Thornes, U.S. Virgin hitarads 00808 tebephroear: 340,777, 1000 tax: 300,777,1608 IECHANICAL SECOND FLOOR GENERATOR EFTA00258693

--=PAGE_BREAK=--

Ba NGgueus cpa gr i ee | ‘AL ROTA FOU SNL OE SSPORD OF AS ORECTD GY CHER, AL WESC ROIOATED AS DOSTING 15 GASED OH ORRONAL CONTRACT ORUAINES AND 5 OF & CTRCOR A 8 oo Ae WE SITE SHALL OE f 12 THEO / THORNE LRLESS OTHEIVEEE HORED On PLANS. ‘AL CONDUCTORS SHAL GE COPPER, AL WUERAS SHALL GE GL PRED NEM TEPOMRTTON PANEL TALLY SHALL GE FURESED AFTER 408 © COMPLETED. AL BUOO! CROUTS SRL ME PROPDRY Mut BLD. ‘teil Sonia Si oe eon Gout Gaara on wt PS [PROWDE TIVPETE HANGER AS ASSEMELE FOR PLEMUM COMMLOCATION CABLE ITH U/S" DUMETER, TEEAKD ROO AED GEE, AGIMMLY TO SUPPORT CARE ORELES EMERY 4 FT. 0.0, (OMEN CARLES SHRL NOT LE Ort TOP OF COLING TLE GR AL GRAICH GRCUTS TD HAVE A GREEN EQUPMENT GROUNDING CONDUCTOR SIZED AS FR KES, aI. (AL GPT CONDUTS TO BE PROMDED MM HILON PULL STREVGS. , FUSES SRL BE CUM, ELEMENT, ME CELA PPE UMLESS CIMERWSE HOTED. BR RRER FE B i CQUPROMT HENS, EER AND FUSE SITS AEE GAD OF A/C COUTYOT eicomnes COMTRACTOR [5 RESPONSSLE FOR PROMING (RL PULL AND JUNCTION BOXES SUR BE ACCESSSLE AT AL TIMES. | -~ Liacaleeet eaten nae (RL WORK SHULL GE COME 9M A REAT AND WORMED AOE (KL RACEWAE PORTED, ORLATED COMDUCTORS SYSTEM SHALL SE COLOR CODED AS DA 125 V. OOPLEX PECEPELE GRowmeR TPE (Ge Goon FRAT We ANTE CISCOMNRET SHETEM (5) COMONTS (3) UNE SE Qer)-NeT eS aE ALi Pel, Sum LIGHTING FIXTURE SCHEDULE ELECTRICAL DATA UP DATA COLOR LOAD VA] VOLTAGE | QTY |WATTAGE) TYPE | 1 Stee mhfa MAOEL OR SERES EARENT ReceSSED| SURFACE | WALL noTes EFTA00258694

--=PAGE_BREAK=--

——— No.33 Orensingens Gade - Queen's Quartet Post Office Box €258 St Thomas, U.S, Vingin Iafsexds 00808 ‘tefephoew: 349.777.1690 tax: 349.777.1601 : 8 a 5 2 LITTLE ST, JAMES R.0 AND GENERATOR BUILDING ROOFING PROJECT UTne ST aes UV) EFTA00258695

--=PAGE_BREAK=--

PLETE RATT A METAL REE OA ERI GSN (er) FUTURE R.O. EQUIPMENT UTTLE ST. JAMES R.O AND GENERATOR POWER AND LIGHTING | 1 __| FIRST FLOOR R.O. BUILDING [A-1e1.0|A-1E1.0] SCALE: 3/16"=1'-0" EXISTING ‘ GENERATOR ROOM\ ‘ EFTA00258696

--=PAGE_BREAK=--

POWER AND LIGHTING | 1 | SECOND FLOOR R.O BUILDING W2E1.0)A2e1.q SCALE: 3/16"=1'-0" EFTA00258697

--=PAGE_BREAK=--

‘Hy iF ra POWER AND LIGHTING FLOOR GENERATOR BUILDING B2e1.0}82E1.d SCALE: 3/16"=1'-0" EFTA00258698

--=PAGE_BREAK=--

EFTA00258699 » ~ NS & »& | >» % annos

--=PAGE_BREAK=--

EFTA00258700

--=PAGE_BREAK=--

=F habe Lily EJ EFTA00258701

--=PAGE_BREAK=--

\ = EFTA00258702

--=PAGE_BREAK=--

daw: a ie oe i A vt a = EFTA00258703

--=PAGE_BREAK=--

~ EFTA00258704

--=PAGE_BREAK=--

EXCEPTIONNEL . lan gratuit ABONNEZ-VOUS EFTA00258705

--=PAGE_BREAK=--

BULLETIN D’ABONINEMENT 2. compléter et érrenwdher sous envelope oftionchie d: Cété Sud Service dbonnements - 4, fue de Mouchy - 60438 Noailes Ceciex - Tél. 701 5556 7083 OUi, je profite de I’offre exceptionnelle pour m’abonner & Cété Sud 4%. Q 2 ans au prix d’1 an pour 36€ seulement au lieu de J2€- f Je recevral 12 numéros. Ci-joint mon réglement par : O Chéque Glordre du Groupe L’Express Q Carte bancaire N° LL iis LLtty LLits Expire-fin :LLS LIL Clé* : LLL ses trois cerniers chives Squat au don da vote carte bancaien Date et signature obiigatoires : LLJILLILLI Offre valable jusqu'au 31/12/2017 en France métropolitaine uniquement. \ ‘Confoemément © Ic lol “Infomnatique ot Sbertés* du 6 jorwier 1978, vous dkposer d'un droit Docods et de rectification des données que | vou over bomerirs en ochesont un Counter 6 C6 Sud. Les informations requires sont nécessabes 6 Coté Sud pour lo mike en place de cbonnemert. tes pouront ée cédées 6 des ongariumes extériews scuf 9 vous cocher lo cose choontre 0. Corfomnément Gforicle | fm ett y Sat cp fp “tsps ape amare ne nto se bose oe RMB ee = Boutique. lenpress | re : 2% votre gf ‘abonnamert. Pour tare jouer ce dealt, vous Séléchorgs: le formulaire sur notre ste (Cété Sud Service Abonnements 4 rue de Mouchy 0438 Noaile: Cedex Groupe Expres, S.A. cu copiic! de 47 150 040 € - Sibge soctol : 29 re de Chtecucun 75308 Poss cedex 09 - 552.018 681 RCS Pats EFTA00258706