DS9 Document EFTA01109938

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Portion of St Thomas Island PLOT PLAN- PROJECT DATA 374 ‘. \74-4.\ J ...\ -.4.1.5 , ‘ _ -"'54. ....ell., RAU/L12• 4.3 363 32.6 Cony Slab's 38.3 33.9 ,cb,:nclor iI fruCton) 4, / to 7.4 364 Stab epic. 47.0 as Sob .8 311.6I se i 444;4 7.7 46.9 4 ar I / .4.- "'”i5 4 7.9 8.9259.i 08 51.G Sr `•• I t see v., II ` 14,.... 1 % Ck.. ° ft' i ( (I. 2 ......4 1 X14•• LT. Sago (I S.\ 5.80 S it, \ -Th 1 $ %47 \ \ I ).. I \ i ‘• i \ [repeated 3 times] es. 99 I I \ • IN., 1 ...\ 59. I 1' \ Z\ I N%-*-- - N • 7.37 9 41 -' 1 \ _ , /.. . - 1 56 4 ,.._ . ,~his`.. .., ."1, 4. , / • , ...VS ..11.-"4 • 3/4 \ i ' ‘ \ 1'1/4. "--•---. `-. 4 \ • „... % ‘ % 31..?.k.• ... ...2'9 \ \ I \ \ I \ [repeated 3 times] 1 \ I \ [repeated 3 times] - • 1 % \ 1 \ \\ \ Zss.:1‘ -- \ , s. .r.... • \ 't OA C3 CA 1/4.0 ' c "rt ct R4-5 In ‘k\ . \ 32.2 \ [repeated 3 times] k \323 x \\ N 3C6 33.4 ‘ , ....4' \ \ T NA c 6' sl \\\\ / 44.5 / 14Z 9 Pei . "C' \ \ \ \ % ‘ k1 1 , 4s.cy 56 9 \ \ I 1\\ .1••• 11.8 Acre \ \ \ .1/2 1 15 196.9 I c t / / as S .‘ • \ I l'attc• 457,30 (129-8O21-7OO7') I e j I \ \ kl \ O4 Project Data: Mt 1 i ‘ \ \ ' % .32.7\ jv , . .. 6.02 1 r \ --t ZONING: RI RE1/151a15 • 59.6 i C. IVi N / z LOT SIZE: I I 4 sr. No Of5CRIPPON DATE I P. i i (at i 4 99.2 I 0..1 1 r , I DENSITY: 13% i •s i i 36' % t_ 7.09 I ) 52.2 T., —___ 6.02 I ) 11 1 r ---. E.... I,. OCCUPANCY: RESIDENTIAL-2 DWEWNGS x 1- ACR. / ' 1\ ...3.0 f`640 . Pr 1 vv. 7 \‘‘ • 5.04 ry 1 TOTAL LOT COVERAGE: 1 1 .8 acr. \I'll': co four nva " 7 191 5 .. 4//' 36. i i \ \ 1 / 34'l/r ‘ 35.6 . ‘ 536'7% Ir:rowR we t i • t... a r i ' PAUL ../. ; 1 / / 1 :I I I \ % MAIN LEVEL AREA: 545 Wt. FERRERAS, PE 4. -.a 1 13941 iiititivit i ‘i ii:\ r $tep s LOWER LEVEL AREA: 545 brbet. KIRECITRAL ENGINEER I i if"' - 1 1 /1 _ I I 1/ 1 / —1 -- / 1/ / TOTAL ROOF AREA: 545 brbet. 600122 iI 53.4 1 39 te"•"--- / I 47.4 „.... .,' -- I ROOF AREA FOR CATCHMENT: to bpbeh block 54Thonm. V55100501 None Fa. _ .- ,—_ .0., , , _ q /.• i 4/ r /I CISTERN CAPACITY REQUIRED r/a 4444 15.,0P4114 PLOT PLAN i3T.61 , } .., 4,9 COE, N-.4G 5 .- Cr .. - 2A 34.50 , / \ .„ CISTERN CAPACITY PROPOSED:r/a NEWNIORK UCEN5t 110 059450 et - -- 4 4/1 • .1 scale: I "=2O1•O" • 0 I\ _..e5 . \P.:" ' 8. 5.G , / • 11.CRIDA SEWAGE TREATMENT: to existine treatment plant NEWJER6CY UCEN5E GE 32/349 NOME Ho 5G406 , .., ...- x ...„ , ...<1.6 .- . • , 42 3`... , ... ..-------1.:0111 \< .2.i: .7 \ . . PARKING: nra VIRGIN 6LANDS DCEn5E Ho 4816 35 \ 5.4 c ..,...551:-..;54 ''''', 40 414 .- / S."' \ -4 —1 List of Drawings: Gl- PLOT PLAN-PROJECT DATA G2- GENERAL NOTES- SITE DETAILS Al- FLOOR PLANS & ELEVATIONS Si- SLAB & ROOF FRAMING PLANS 52- BUILDING SECTION ELECTRICAL PLAN- PLUMBING ISOMETRIC it-mm(900 CON ON .-,,., 1518 ritornery or ralL - C ONCEI•T5.10515.CCEIGN5 . orTaiL5 R5 SrlOgell ON ITIE .-L4.005 Mite CF7-41E0 . .riOnDAND IFJOIDIFE0 FOR - "/ int OrtOnC PROJECT • 51411nOT Cc RELI9E0 !CR ., 7.0.1-05r. 5iTnCfir 06R/55 . --EN CONWIT or ran - crenatc WAIL Or PERMITTED RAIN corm rot REFERENCE 0,00t ONLY. . .R5. 2011 G I ._ 'its I Of 5 EFTA01109938 FROISRTY ; 4P ELI Irs s;/: liif § 5,1 2 X C • 3 11 E i 4 livi ri r S“. jilt left agit t 15 3 E 32ri ,§ t tpn 3;O, 1 1,11 fl u 0 bitt b;t? ffiz 54; ity!, lilt gtgt 745t 1 2 4 1ph 111L ligti 3115,1 i?lil itys 3- • t/qi 3§t #1 2iit otg 1112 T x l! al I. GENERAL NOTES A. GENERAL : C MASONRY I CONCR LOCK MASONRY UNITS: ASTM CPO. UNIT AREA E NON-SHRINK GROUT OR DRYPACH I. ALL CONSTRUCT/ON SHALL CONFORM TO THE 2009 INTERNATIONAL BUILD/AC CODE UNLESS MORE STRIMENT REQUIREMENTS ARE STRENGTH a. 1.900 PS/. MEDIUM YE/CHI MASONRY UNIT COLOR I. NON-SHRINK GROUT OR DRYPACK SHALL CONSIST OF A PREMIXED REQUIRED IN THE PLANS AND SPAVAICAT/ONS. AND FACT RE AS NOTED ON ARCIIITEC7T/RAL DRAWINGS. DESIGN STRENCT a• /500 PSI NON—METALLIC FORMULA. 2 THE CONTRACTOR SHALL VERIFY IN THE FIELD ALL CONDITIONS. ELEVATIONS AND DIMENSIONS BEFORE START/NC WORK THE S. MASONRY LIN/T SHALL HAVE BEEN CURED FOR NOT LESS THAN 28 2. IIMMIIIM FORMULA REQUIREMENTS ARCHITECT AND STRUCTURAL ENC/NEER SHALL BE NOT/F/ED DAYS AND SHALL BE CLIMAT/ZED TO SITE BEFORE PLACED IN a. 1169 SHRINKAGE AFTER PLACEMENT BIAIEDEATELY /F ANY DISCREPAACIES ARE POUND BIJILD/NO 6. NO EXPANSION AFTER SET (ASIR C-827,4 9 THE CONTRACTOR SHALL INFORM THE ENCYNEER EN BR/TT/AC OF S. CONT/N1/011S /ASPECT/ON /S REQUIRED UNLESS NOTED OTHERWISE E LESS 45 c. INITIAL SET UP TIN d ONE DAY 0211PRESSI NOT VE STRENG THAN TH = 900 MINUTES 0 PSI (ASTM C-109.I (ASTI/ C-1911). ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAM/ACS OR IN THE SPECIFICATIONS OR OF ANY PARTArfays NEEDED IN ORDER TO B. FOR e. /a AT BB DAYS .a 5000 PSI CONFORM TO CODES RULES AND REGULATIONS. UMW RECEIPT OF SUCH a PREPARATION AND FORM/NC OF WALL PRISMS A LUMBER INFORMATION; THE EAV/NEER WILL SEND WRITTEN INSTRUCTIONS 20 4 SAMPLING AND PEACIAC or MASONRY UNITS ALL CONCERNED. AND WORK SHALL BE PERFORMED IN A MANNER AS c. PLACEMENT OF REINFORCEMENT t ALL LUMBER SHALL BE SOUTHERN YELLOW PINE. GRADE 11 - DIRECTED BY THE ENGINEER ANY SUCH DISCREPANCY; OM/SS/ON. OR et CROUT SPACE IMMEDIATELY PR/OR TO CLOSINC or CLEAR:WS AND PRESSURE TREATED UNLESS OTHERWISE NOTED VAR/AT/ON NOT REPORTED. SHALL BE THE RESPONSIBILITY OF THE DEIRIAG ALL GROUTING OPERATIONS. CONTRACTOR 2 ALL FRAMING LUMBER SHALL BE SIS. LUMBER ITESYCN BASED ON I. ALL MORTAR AND GROUT SHALL HAVE A MINIMUM 2.3 DAYS ANSUNISPA NOS - /.9.91 - NATIONAL DESYGN STANDARDS I. THE LIMA/U(1 DOCUMENTS REPRESENT THE FINISH STRUCTURE THEY 00 NOT INDICATE METHOD OF CONSTRUCTION COMPRESSIVE STRENGTH EQUAL 90 lEVO PS/ AND 2000 PSI, 3. PLYWOOD SHEATH/NC - PRESSURE TREATED (US. PS/-89) WITH RESPECT/YELP. ADMIXTURES WHEN USED SHALL BE PER MANUFACTURERS RECOMMENDATION AND WITH APPROVAL OF THE EXTERIOR CLUE AND "IPA RATED 5. /T SHALL BE THE RESPONSAII/LLITY OF THE CONTRACTOR 2.0 SPLULD/NC OFFICIAL PROVIDE TEMPORARY BRACES, SHORES AND GUYS. WHEREVER I. ALL NULIAG SHALL BE IN ACCORDANCE WITH UBC REVUIRMENTS NECESSARY TO SUPPORT ALL LOADS 970 RETCH THE STRUCTURE MAY S. PORTLAND CEMENT - ASTM C150, TYPE //, LOW ALKALI. UNLESS NOTED OTHERWISE ON THE DRAWINGS. USE COMMON WIRE BE SUB/ACTED DUR/AC COAST/CT/0N. /ACLIJOIM ERECTION NA/LS. NAILING OF ROOF: FLOOR AND SHEARWALL SHEATHING SHALL EQUIPMENT AND /TS OPERATION THIS TEMPORARY SUPPORT SYSTEM 8 MORTAR MIX - 1:3 WITH //f PART LIME PUTTY. TYPE S. BE INSPECTED AND APPROVED BY THE BU/LOIN. DEPARTMENT BEFORE SHALL HOLD ALL ELEMENTS AND MEMBERS IN THEIR FINAL POSITION COVERING UNTIL TOTALLY AND FINALLY CONNECTED TO THE PERMANENT BIUC/AC 7. GROUT MIX - ts WITH 2 PARTS PEA GRAVEL ELEMENTS S. BOLTS SHALL COMPLY WITH ASTM A-907, BOLT HOLES /N WOOD 8 THE TYPICAL NOTES AND RETAILS SHALL APPLY /N ALL CASES UNLESS SPECIFIC DETAILS OCCUR ELSEWHERE WHERE NO DETAIL /S a CROW' REQUIREMENTS. GROUT MIX SHALL BE IN WITH USC STANDARDS SHALL BE 1.46* INCH MAX/MUM OVERSIZE ALL BOLT HEAP AND NUTS BEAR/NC ON MOOD SHALL HAVE STEEL RASHERS. SHOWN. CONSTRUCTION SHALL BE AS FOR SIMILAR WORK a ACCORDANCE S. NO LENGTH OF SPLIT IN MEMBER SHALL EXCEED THE WIDTH OF 9. CROUP ALL CELLS. UNLESS OTHERWISE NOTED. THE MINOR FACE Z REQUIRED INSPECTIONS BY VIRGIN ISLANDS DEPARTMENT OF PLANNING AND NATURAL RESOURCES (BUILDING DEPARTMENT.* /0. USE BONO BEAM UNITS AT HORIZONTAL RE/NFORC/AC. 7. CONNECTOR DES/CNATTONS REFER TO STRONG-TTE CONNECTORS BY SIMPSON COMPANY ALL CONNECTORS PO BE INSTALLED ACCORD/NC TO a. FOUNDATIONS H. LOCATE REHABS ABOUT CENTERLINE OF MASONRY WALL UNLESS MANUFACTURER'S INSTRUCTIONS 6. CONCRETE DETAILED OTHERWISE c. MASONRY 8. ANY HOLE THROLICH STRUCTURAL MEMBERS FOR PIPES OR CONDUIT d STRUCTURAL STEEL /2. ALL WALLS SHALL BE CONSTRUCTED US/NC 1/2 RUNNING BOND SHALL BE VERIFIED WITH THE STRUCTURAL EAC/NEER BETWEEN MASONRY. UNLESS OTHERWISE NOTED a CONCRETE 9. NAIL ALL 2X DOUBLE JOIST WITH MI NAILS AT 9 INCH ON 13 ALL WOOD PLATES TO BE BOLTED TO THE TOP OF MASONRY WALLS CENTER STAGGERED F. CONCRETE WORK SHALL BE /N ACCORDANCE WITH AMERICAN SHALL BE SET ON A MORTAR BED ICI PROVIDE UNIFORM BEAR/MG: CONCRETE INSTITUTE (ACI) - BIRLDIM CODE REQUIREMENTS FOR PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS REINFORCED CONCRETE ma 9/B- LATEST REYS/ONI. DREYNFOACTAC STEEL FOR CONCRETE AND MASONRY. H. FOR SIZE AND LOCATION OF ROOF. FLOOR AND MALL OPEN/RCS 2 CONCRETE SHALL HAVE A MINIMUM COMPRESS/PE STRENGTH SEE ARCTITTEL77/RAZ. MECHANICAL AND ELECTRICAL DRAWINGS. FRAME AFTER 28 DAYS EQUAL TO OR GREATER THAN aoco PSI I REINFORCING BARS: AST11 A675, GRAM 80. ALL REHIMACTAG ALL FOUR SIDES OF OPEN/NC IT/TH ADEQUATE MEMBERS AND STEEL THAT /S 70 BE WELDED SHALL CONFORM TO AM/ A708 CONNECTORS 9 CONTINUOUS INSPECT/ON REWIRED FOR ALL CONCRETE UNLESS OTHERWISE NOTED ON PLANS INSPECTION BY BUILD/NC MISPLCOR REQUIRED FOR PLACEMENT OF 12. PROVIDE DOUBLE STUDS UNDER ALL BEAM ENDS UNLESS NOTED REINFORCING' STEEL PR/OR TO PLACING CONCRETE CONT/MOUS B. WELDED WIRE FABR/C. ASTM Al8S. OTHERWISE AND CARRY STUDS DOWN TO FOUNDATION INSPECTION /S NOT REQUIRED DUR/AG PLACING' CONCRETE OF THE REINFORCING. 3. MELD/AC ELECTRODES. AWS DI. I. CLASS ASO, LOW HYDROGEN. C STRUCTURAL STEEL I. ALL CONCRETE SHALL BE NORMAL REMIT OAS POP) UNLESS I. MINIMUM SPLICE LENGTHS. UNLESS DETAILED DTI/ERASE.. NOTED AS LIGHTWEIGHT' CONCRETE I. ALL WORK IN CONFORMANCE WITH THE MANUAL OF STEEL a. CONCRETE SEE SCHEDULE ON DRAII/AV. CONSTRUCTION 9TH EDITION BY THE AMERICAN INSTITUTE OF STEEL S PORTLAND CEMENT ASTM 050. TYPE I OR TYPE II LOW ALKALI 6. MASONRY SEE SCHEDULE ON OWING c WELDED WIRE FABRIC SHALL BE SPLICED WITH A A1/NLVLIN LAP OF CONSTRUCTION (ASD). 5 CONCRETE ACCECATE SHALL CONFORM T2 ASTM Ca WITH THE 12 INCHES. 2 MATERIAL: ALL STEEL MEMBERS TO BE AST)/ A.9.92. MINIMUM YIELD FOLLOW/AG NOMINAL LIMITATIONS STRESS OF SO CI UNLESS OTHERWISE NOTED S. MIN/MUM CLEARANCE BETWEEN REINFOACTNG AND FACE OF a FOOTINGS AND SLABS ON GRADE / TO /-//4 INCH MAXIMUM CONCRETE SHALL BE AS FOLLOWS (UNLESS SHOWN OTHERWISE/. 3 CONNECTIONS: BOLTS TO BE ASTM A325 SC CLASS "A" BOLTS UNLESS 6. WALLS AND STRUCTURAL SLABS. 3/4 /NCH MAX/MIN OTHERWISE NOTED ALL PROVISIONS OF THE AMERICAN WELD/AC a. CONCRETE BELOW CRADE (CAST AGAINST SOIL) .. 3" SOCIETY STRUCTURAL WELD/AG CODE - STEEL (ACS IWO APPLY TO Z CONCRETE STRENGTH MIX DESIGN SHALL BE DOCUMENTED BY NEW 6 CONCRETE BELOW CRADE (FORMED) - 2" WORK USE E7OXX ELECTRODES FOR ITELO/NC OR EXISTING TEST REPORT FORMS APPROVED LICENSED TEST/AC a CONCRETE WALLS EXPOSED TO WEATHER = 1-//?' LABORATORIES PR/OR TO BATCH/NC d. CONCRETE WALLS, INTERIOR WALLS - -9,4-1^ 4. CONTRACTOR TO SUBM/T SHOP DRAWINGS 722 EMINEER FOR a CONCRETE SLAB (STRUCTURAL) = 8/4" RtY/60 AND LWITED ACCEPTANCE PRIOR TO ANY FABRICATION OR 8. EXPOSED CONCRETE FORM/NC AND FINISH SHALL BE AS NOTED ON j CONCRETE BEAMS AND COLUMNS - 1-.1/2" ERECT/ON ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL MAMMY FOR DETAILS. S. SPLICES MI COLUMNS AND BEAMS SHALL OCCUR ONLY WHERE S. ALL BASE PLATES TO HAVE A MIMAIRHI OF I -I/2 INCH OF DETAILED SPLICES IN CONTINUOUS GRADE BEAMS SHALL ocam AT 1,4 NON-SHRINK GROUT COMPLETELY INSTALLED 9. PROLECTIAG CORNERS OF BEANS, COLUMNS. ELT. SHALL BE SPAN CONTACT STRUCTURAL ENG/NEER IF CLARIFICATION /S NEEDED FORMED WITH 9/4' INCH CHAMFER UNLESS OTHERWISE 12ETAILS2 6. CONTINUOUS INSPECT/ON REQUIRED FOR ALL STEEL WORK INSPECTION BY BINLINAG INSPECTOR REQUIRED FOR PLACEMENT OF 10. FORMS FOR CONCRETE SHALL BE LAW OCT AND CONSTRUCTED TO 7. SPLICES /N HORIZONTAL WALL REINFORCEMENT SHALL BE STEEL PROVIDE THE SPECIFIED CAMBERS SHOWN ON THE DRAWINGS STAGGERED 3 .-0" MINIMUM FROM SPLICE CENTERLINE WHERE WALLS HAVE TWO LAYERS OF REYNAJRC/AG, SPLICES SHALL NOT OCCUR /N H Bar Joists & Neal Lick. IL SHOP/AC OF STRUCTURAL SLABS: a ALL SHORMC AND RESHORIAV SHALL BE CONE IN ACCORDANCE THE SAME LOCATION I. USE STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, Jr-SERIES ADOPTED BY THE STEEL JOIST INSTITUTE - CURRENT EDITION WITH AC/ STANDARD RECOMMENDED PRACTICE FOR CONCRETE B. ALL REINfORCIAC SHALL BE ACCURATELY PLACED AND ADEQUATELY FORMWORK (eta - SIT) SUPPORTED BEFORE CONCRETE /S PLACED AND SHALL BE SECURED 2 STEEL JOISTS TO BE PAINTED PER FEDERAL SPAL7F/CATTON TT-P-596 6. ONE HUNDRED PERCENT SHOR/NG AND FORMS SHALL REMAIN IN ACA/NST DISPLACEMENT WITHIN PERMITTED TOLERANCE. CLEARANCE (RED OXIDE). PEACE FOR At DAYS MINIMUM. SHORING NAY BE REDUCED 90 50 FOR WAR SHALL BE SHOWN /N DETAIL OR CALLED /N NOTES. PERCENT AFTER II DAYS, PROVIDED CONCRETE STRENGTH EQUALS AT TOLERANCE SHALL BE AS PER AC/ SIB. a STEEL DECK SHALL BE MANUFACTURED BY UNITED STEEL PECK INC LEAST 75 PERCENT or DESICN STRENCT/I OR APPROVED EQUAL WITH STEEL CONFORM/AC TO ASTM ASH USE c. REMORA'S SHALL NOT BE REMOVED IF CONCRETE STRENGTH DOES HORIZONTAL BRIXING WITH A MIN/MUM OF TWO ROWS EACH SPAN WITH NOT NEAT SPECIFIED STRENGTH AT 28 DAYS 9. PROVIDE SLEEVES FOR PLUMB/MS AND ELECTRICAL OPEN/ACS /N L 1 1.4" X I 1/1" X 9.•". 8 NEWLY PLACED SLABS SHALL NOT BE USED TO SUPPORT SLAB THE CONCRETE MEMBERS BEFORE PLACIAV CONCRETE DO NOT CUT ANY ABOVE UNTIL THE LOWER SLAB HAS CURED FOR S DAYS, MINIMUM. REINFORCING WHICH MAY CONFLICT. CiORTNG IN CONCRETE /S NOT I ATTACH STEEL DECK 929 BAR JOISTS WITH w PUDDLE WELDS SHORING 119 SUPPORT UPPER LEVEL SLAB MAY BE PLACED WITHIN PERMITTED EXCEPT WHERE SHOWN ON DRAWINGS OR APPROVED BY FASTEN SIDE LAPS WITH #8 SCREWS AT 0". THE 5 DAY CUR/AG PERIOD THE STRUCTURAL ENGINEER VAULT MOTION rot LIME 5WITZERIAND TWICE AC "CITEI DR0111046045 GAM RISS °TARTER ST.TROMA.S.U.5.VIRGIN IMANCTS GENERAL NOTES SITE DETAILS REv54095 Pio orsortrnon DAR PAUL FERRERAS,PE s'IRLKILIRAL LICGINLER KW JERSEY URI:NM CC 32649 noRioA LICCIOC Ilo 5440E VIR011 60,105 LICENCE No 961E `I is THE PROPERTY2f TAU. 01CC115.10CA.S. DM1015 nARS AS smarm on RC .1.2T3 %CRC CRLATCD :AIM AND r103301TCD rot Tilt STECIIIC moscr ', tea NOT& ROAM TOR "uft203e VATTIOUT EVROS r14 COHSC1T Of MA : stntR Shea tt RtORTICD -411. COMO TOR Tern:2312C TurROSC ONLY. OATS t..1", 9th. 2011 SCSCAM G2 fa. !Nted 2 OF 5 EFTA01109939 .echinead /0041 teem eta vi i Itittet (het 6' concrete wet cyb bow lend WEST ELEVATION scale: 1/4.= .-o" OFTNINGS: NI opening> to be supplied with wooden shutters Drat to match existing conditions &btu wet ve i• reenter Otte 6* concrete wit. Cyp. bee, level EAST ELEVATION scale: Y.e= I 1-0" 8 12 8' 0"" fan pasta aye- 8' convene nwo. ibe loner Wel rt non-exposed tatters as rellered to drat to splash bLodc T.O. Wil T.O. htsn level TO. Loma Lowed_ Sr 5.8 NORTH ELEVATION scale: )1,•= stern suit w/ S plaster CNC/ 6 . C01140,2 tw loner teed SOUTH ELEVATION scale: J/4". ii-o• a; T.O. bacIna T.O. WAI .3 O T.O. Win level T.O. LONO" INAIDNGADOITiCti ST.183M45-1).5.VIRGN GLANDS DESCRIMION PAUL FERRERAS, PE STRUCTLIAL HEW HDRA LICENSE no NET/JERSEY UCENSE GE 32849 FLOROA LICENSE Mu 56408 VIRGIN IMAID5 UMW lb46 I C ALL INFORMATION CONTAINED HEREIN 6 TIE MORN OF PAUL FERRERAS. TIE CONCEPTS. IDES. DE51618 AND CERES AS SHOMI ON THE DOCUMETS WERE CREATED . DEVELOPED MD PRESENTED FOR USE ON THE SPEOFC PROJECT AND SHALL NDT EE REUSED FOR ANY PURPOSE WITHOUT OGRESS WRITTENC*8NT OF PAUL FERRER/15. TrE (HOER SOO EE FEFS.40TED TO RETam COPES FOR REFERENCE PURPOSE 014.Y. ut may atin. 2o i , Al kale i HarrA 3 Cf 5 EFTA01109940 s a x Cetou**8.415 O 14SWet. 4 SO Seoul e 1LMn. M. 6 0 MP' C.3 L cr . /5 13 6' red /5 612,... z /7" LOWER LEVEL FRAMING PLAN scale: l/411= 1505 /5 OS 111E111Ellla 111E111E111Elli=ii 1E111 1 E11111fr 111E111E 1 1ul=1_11 II HIE It 'in- °FOUNDATION DETAIL scale: I'=1'-O' r - a. l5p.learr Sal &al ne *la WU 1 foobng on firm tnelmturbal sal mon.2 T.S.P. beanne capacety. V.I.P. _re G4110.20 Irtmel, I *IMO 13:.5 - MAIN LEVEL FRAMING PLAN scale: 114'= I2. re fele/W. .1P II tar l.tc 13O nc PreCO*044-(w (MFOUNDATION \.211 1 DETAIL scale: I '= 11-O' 1.0516 bripuntleDea 21 es mil 1-.2• 4 IM, O24r ac 2+G e•ss tylle• Peer lea 361 cv. ITU, 1. Clomp. ROOF CROWN CONN. 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