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HomeMy WebLinkAboutApproved Floor Plan31'-0' P.T. 2X6 BUCK ATTACHED WITH 3/8"xYSLEEVE ANCHOR DOLTS (I-1/2SMU D) ON n" CENTERS (2JD00 FSI MIN CONCF&TE). mASFM NCL M MTH SLEEVE ANCHORS. OR 1/4"x3" TAF'CON SCREWS (1-1/2" EMBED) ON 14" CENTERS ORDDF81 t%C*IQM0R r CWM(C-W I1= I- MBLOD VM3B FfaW 9M TAFCWS ANCHM MAY BE COINTERRM (BUT NOT REQUIRED) TO PROVIDE A R1W M0UWM SIMALE HORRCNTAL JAMBS DO NOT TRANSFER LOAD. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction /E Supersedes All Previous Site Plans for OA all CBS UY MIN. I"X3"- P.T. DUCK I-AX 1/4" WINDOW me �tSG.Sc_��JJ33U4 R 1A/all R ❑ I o_',o; llllllllllll;a;;o; l I:o�Ct3]A911BId107 0 o; o Q B O ' p, ,O • O. CY p�. gyp. ,O, A;1111:1,0= O,il:Llllll,ci O.O. O;O ,O, A IyjlO r -• 9111 1 ---- [ D /� �� o} _I .. I' o o;�llllllllllllllllllll:o;;c l I p:o;aiIIIP�111:I;;o' MINE Is / - C o Il it W �f �I�i° �fIQ.J- s`ilfy- � .� ,- • w. I ;/L]Ilrlrrl�"�-��v+,.xna.R•.lilx.�, p O; rI I 211 ITS311 - o � GiiaoioiouiiL_�li0000iooii.'raooii00000iiooii a sI- ;o I � � �`= ME I� 1�-_ • _ �3WE o �1A ra .O. • - •,4 O.:P.�A�u'tO:PfC'PAPON•itll!9°i443L•i•OPo Ti•C....Chh9•.90iL90iiNC..Pl:T.S•Pl:::.•PP.':OPA•0.'ddCJOP0A5•h9iT0i90. O r: `• �I � oC©� J !, O IVA D I = .vo , o =_ ILo� I■�L :o: P. 0 WE 0; o o; o o; o;lllllllll:o;;o' ;o;[n;11111111110;;0: OI (INSULATED) w �f REVISIONSI DATE da ad I/2" DRYWALL I"X4' PT. WRAP 3/16'x 1 1/4" TAPCONS FILL ALL HOLES r��_PIFR MANLF. SPECS O 1-0 VERTICAL CTYPJ N M NOTE: v Q) - O PRIOR TO BUCK INSTALLATION r(E (N O OA DOOR APPLY A WATER HESITANT COATNG 0) N `- Ln (PER 95C RESIDENTIAL R-103A) •v1 CO O i DTL 0.1-I. GARAGE DOOR BUCK Tl P'- WINDOWBUGK DETAIL �. 0r4 oM 3 SCALE: NTS- I-A3 SACAL.E: N.T.S. t' N R M n.nm•.n. D/S° DRYWALL 16" MAX. , A HED • �`.. b .p ATTACTO TR156 WITH �yy��•fjj.. Jo'�. 16" MAX. 0. OG BIJTr JOR4TS CONY. 25 G TM METAL TRACK TOP A� UY N' DRYWALL BOTN SIDES fl)- 0 8MBOT- 24G SWIl ATTACHED WITH I Va''a SCW&B, D• OG FlELD 25 GoMM CHANNEL SHAFED IETAL 0.OG BUTT JOINTS 9T1D9 24. OG 6-B" ,�quu nnn•�, BOftOM TRA2C ATTAGED TO BLAB WITH ❑ • • ❑ HILTI PN8 J4B• DIA X r LOW Wf= BASE A TRIM .I6" oz. MIMED FLOOR NOTE. PRIOR TO ®LICK INSTALLATION APPLY A WATER RESITANT COATING Trl W (PER FBC RESIDENTIAL R-103A) W a TYP. NON -BEARING WALL DETAIL 4 EXTERIOR DOOR BUCK DETAIL A3 eCALE: NTS. A3 I"I O I. 2x6 P.T. ON SIDES OF MASONRY OPENMCs SCALE: N.TS. 2. FASTEN SIDES TI-M JAMB A 2x6 WITH V4' x 41121 TAPCONS, b" FROM THE TOP A BOTTOM A 16" O.C. BETWEEN. A SINGLE ROW OF FASTENERS IS ALL THAT IS TTl N 'il REQUIRED. W �4 2l FILLED CELLS ON BOTH SIDES OF �x�D'�{' OPENINGS ONLY ONE SIDE REOLLIIES I� V ItO �' U -- 105 VERT. .`.. u V I U � FINISH BACK O a V OF DRYWALL DRYER VENT RECESS I I I I DRYER VENT 1-j SIDE VIEW FRONT VIEW DR`I'ER PENT NICI.4E DETAIL - KTs. GENERAL NOTES 01. THE CONTRACTOR SHALL VERIFY ALL EX15TING CONDITIONS WHICH WILL EFFECT THE INSTALLATION OF ALL NEW WORK IF DISCREPANCIES ARE DISCOVERED, DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO THE APPROVED DOCUMENTS. --II 02. ALL CONSTRUCTION SHALL COMPLY WITH AL._ 5TAT CO..N^', AND LOCAL CODES I AND APPLICABLE AMENDMENTS ( LATEST EDITION ). 03, THE CONTRACTOR IS RESPONSIBL E FOR THE ADEQUATE BRACING OF ALL STRUCTURAL � ry AND NONSTRUCTURAL C'-OMF1 ONc'-NT5 DURING C0N571RUCTIOtL del' 04. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE: OVER WHAT - DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS p0 NOT EXIST, WHICH ARE NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER 1 crj TO OBTAIN SAME. U cc) 05. INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR FIELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( V. I. F.) ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF ANY DISCREPANCIES. Oro- THE CONTRACTOR / OWNER ( IF OWNER BUILDER ), IS SOLELY RESPONSIBLEt FOR U THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION UA WORKERS. 01. ALL WORK SHALL BE PREFORMEb BY CONTRACTORS POSSESSING VALID CERTIFICATES ® �I Lid OF COMPETENCY AND OCCUPATIbNAL LICENSES, RECOGNIZED AND ACCEPTED BY THE LOCAL GOVERNMENT HAVING; JURISDICTION, OR BY OWNER 08. TO THE BEST OF MY KNOWLEDGE THE PLANS AND SPECIFICATIONS SUBMITTED HEREWITH COMPLY WITH ALL EXITING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING COPES AT THE TIME OF THE PLANS PREPARATION. NO ® N WARRANTY EITHER EXPRESSED OR IMPLIED IS HEREWITH GIVEN.fy O9. CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS REQUIRED FOR CONSTRUCTION. 10. ENGINEER'S SEAL IS FOR APPROVAL OF STRUCTURAL DESIGN ONLY. AS 11, ALL GLASS IN HAZARDOUS LOCATIONS TO CCIMPLY WITH R308.4 12- WALL AND CEILING FINISHES SHALL NAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. (R302.9.) 13. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. (R302.92) 14. ALL TERMITE PROTECTION SHOULD 001`11"t-Y WITH R318 , P(oPOSED HOUSE IN VERY HEAVY TERMITE AREA 15. ALL LUMBER USED SHOULD HAVE c,:zUALITY MARKS PER R3112 Ib. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS.1R102.4.1 AND R702.42J. IN SHOWER SURROUND AREAS. T1. WEATHERING 15 NEGLIGABLE. IS. GYPSUM BOARD COMPLIES WITH FBC 1023 041 CITY OF PORT ST. LUCIE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT � m (f9S(iY111lELYG IXJT4DH33E/D0.''0(xSLSSDfXRR®BA35,OOD4iS.ILSOk � MM D MCI= MM, E 3OR:1(.VHF am DE3OIPIDN AIIAD11NIti0D nTE5W5rXI%05'SB.W MMAP3OFA ATL1i WIM MIS! FfF A FI00RICTVM PfE59.R: > i E%16t'R(>a'.R WAL X fLDPAT WA ---_ FL 6516b .x53-ma %of- 0 n/ 1L ,-�- 7 WITRRD= FETA WxW (LWAT WA = DUAL VV RIB5Wb S334f-" 860I-" !-\ 3 30WAG OW M "AM Vx0' (IST01OQ7515TBD 5%'UM 3WxIW'T=*JLLeIAB FLWTIL •3m-38Fi AODI-w l L1 Ii EODXR OPAOEOMA r xw 14"Tt WA W'x3W'T#Wfi6'fi9f rOLFHD R2016b "11-Qn� Q - FIEWMINIIII21 TXPNCI f0O015151 8'WS 3W x184'TAMFLNLNOB RCA.4 362078 •!101-M LL U 25MEM FMF+C(IPICO Vur a0T01O0C1"M 5n'LAI 3W01PUFOO ILLALLIx1ID RINTll dim-M15 A801-T51 sanm !erx(IM 5P XS3 aWITIM L MIRS WUH 3VxIN'TACA LALLN= FJeD11 -� •i/I•YD r;-L` I 9291111114116 lIPIC(IPY01 %O'x%' (IHQIWaYMBS y1i'L41 YV1IW'VMM.FLLAILIVJ3 RWn 43m43 AM/•w V d 4 X3r 00f01 515 5%' 3Wx13N'T ST)S4I555 401-15D Z 5 DABi SA>®i®H.tl3 War %85' 111WM 5i16'LM W'x3W'TA'CQ86'fWI6:CHxG'OLIHO a]O+iac euv-an 60AJ30D ��L-1 , , x I DPOOM EXIBB'R NFO fi.®I�l4A'8 sxs'xlaVtWM _ 18MMil 5N'LM W'x3W'TA 5f?FAMITaV0DFHD R201Y)2 •461•3W 600(-NOD L.l LU � / - 3 Ream HOMRCfWCT rx36,401 12MOLL73168 5%'LAM 3Wx13A'TARYIO,RLALN= RIVINI4 am" \-�L^_ 3 awaR3S mmf im War xbr womm Tses 5%,UH 3WxIW'TAFYISAILALUM "ITU 813514M -WI-10D ( Omwm 0YP5CFP/CD 013r X6Y OSfQ1OL175T91FS A.LM YVxIW'Vf=.FHA.H= "I11 aw4M W1-W 5 E7OMMIXIM LASW&A lr xw 11 WAN M'1/13 W x3W'TARMrflWEMIP0VRD R701ib10 ?i9r-4iBi 601-Wo T(� 8 BOEd[Rma Al FM mar x9r I WIWAN M,LM 5Ar1A3 Wx3W'T*WfiWFRMM.P0WBD 3WIIN'tAUM.FLLALMS I410460 FLWD7J 004L11 06514U OD0/-50D DUI-TY ==5 LLI lL1LJ T bomm MP[(IPYCD I VXV 12"M d8111@0 S %!HEMS M%fl= I 3r x6Y OB(MNX18M8H0 5K'UM 5%'LM 516'LM 3Arx1104-WM.FLLALIAS 3WxIW'TA=.FILLALLN= 3W x IW'TACAO,RL_AL RWfIL Urml %w4Y1 &W411 S8831-0 •YD I -TM wl-w •HI-10D Z 8 019HE106 100P5CIM'ACD I60' x%• OIAORODC0bY51S D 03INW1416 OM PIC(FV0 %M'x OOfMOR75151@D I ElOBO wM fPAI R 1A Wxw xlilAkO WA W'x3N'TA%%66PF4FEftr OL110 ROM88 433n,01 I WI-M fm= Mza, Iu1PAC11M M IEW fxWucrffPFWAx on DEVI Fwo DM POW WINSTON-A-LH-MODIFIED Date: F-2I-I9 F IIINIS FHi010WfMZ MaE 6 FASiEMPRCWE F.X3 O MRO RM f314YM5TICCDAUDT0W5 WLALL (31ATBSSIICY, *FWTON(i1M2,,,If LA14WJiDTOVATAUFMMCRY06ISLLMSM Scale: A55Hom W Sm RM r+SEPAID HMERI4E 0 r-1 nT. 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