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HomeMy WebLinkAboutEngineering ;O i/30 y2008 13.05 FAX 912538;°37 LARK BUILDERS oetroat fi - 6 'Dadieated to making Florida a bef or puce To call home" R Er Now a la Z0.7A07 MAR ! a 2017 . W.Rost Maorc PERP ITT iNG Ltrk Buildiz%Inc.. St.Lucie county,FL P.Q Bain 629 L,yaa96 GA 30436 - RR: M nw Reaawal of Cadficadon,ID MF T-114--DW aOm Ds=Deocmbar lk 2gt0 1t i$zW P to i 6aeae ym dwt j:'.8L®%bw� ba beet gwovM uadw the MaauAwtun d(ildodut@*BwVwp Nogaae,as lsovW for hinder S53, Part L Florida Stahrtst,for the MOMAWNM of for mwWgsdon is Ffmida. D Wsa,and pandodion of do bmVbw now be aRrovad• for a mwPhaw t wild the coMe Ronda Buading Cade ODD by 3ow sebabd 1hhd Patty Apeoay 1 ,6 -, ==Wksoft bftmL Yen M*d 'POW Alb is a eootr. w m flee D atomt ssd has lacy tat only rid W they and aestply_wift b mahmk their appcoaet ahaL Bap# =a doMWd gnal3f,1► glass teVbW tad Each FBC d=V wilt mane your plus obsoieta udH fly hum b wo =wiawc4 apprmw and ao indirsmod{on the cum page of do pb j for comae vd&the PDC by Saar 1wd Pasgr Asww lfw PUM MOW PMW MOM tlst y=000 we is eosopHNM and PMPV*PoWd ae ate wbM to amid +soak svppws ita doe pamdut11U proaxs: All she-s itsttes tee stefiet to the local ssd fify ltsWft jtaiadiCdM- Unampmoaaf n4osimrt#vislis ty f>;s Diapietmretl�s ao0triotor f�am.d,at le.ac arm,Fas�lal! - :eoe0t to your=WW6Vh0iVQTboi3hjr and rso 9w Ia is 1 to t oltmittiast..ift do Tsftis sod regulaliaas od his per. ... Plaice vM oar .rsbdt of to am vohWft hOrms os ao no Madfa BuDdibP Pico A oupyPH&bflar unst somompor for40ed bumv tctsaef D. - _ Mated(Modalar)Henl�proBrna Manages CM DoW 'MN 2=t lt i RHUMARd'OAK OULCY,480 TA1 LAWASSP�- fi 32?!l�2100 ' PAoa�; !SO-asO-84fGfvUMCOaf 378-8466 Fax: t;ti0-l29-0)ti1/aUMCOY 291-a7l1 lkebsife: www_oca.siate.il_as &MWGFCaWALa=wCdfa Mafoomw NOWWAAM IrIQYObp f1 ti Pnrr:��m�=w�astt w�riaeia�� � Aoiraay� 1�arf�MtR Ire , !! 'Florida Building Code Online Pagel of 2 BCIS Home I Log In User Registration i Hot Topics Submit Surcharge ;Stats&Facts Publications i FBC Staff i BCIS Site Map ! Links -- : yManufactured (Modular) Buildings - a :ac USER: Public User Manufactured(Modular)Buildings Menu>Plan Search>Plan Lis >Plan Detail Plan Tracking# 24995 Code Version 2007' Building Type Storage Sheds Municipal Jail No Manufacturer Lark Builders,Inc. Agency National Design and Inspection,Inc. Agency Plan # 112-076 School District Contract Agency Construction Type V-B Fire Protection B Fire Suppression System No Occupancy Storage Allowable#of Stories 1 Wind Velocity -150'mph Exposure C Fire Rating of Exterior Walls 0 hrs Area Live-psf Dead-psf Maximum Floor Load floor 75 10 Altemate Maximum Floor Load Roof Load 20 5 "R"Rating of Floor,Wall,and Roof N/A Modules per Building 1 Square Footage 360 Sq. Ft. Approved for Hurricane Protection Usage No Designed for use as'a Hurricane Public Shelter No Comments These plans comply with the 2007 code and 09 supp. Richard Bullock SMP003 calcs on file. Original Plan Tracking# Date of Agency Approval 03/11/2009 Date Submitted 03/13/2009 Date Accepted 03/15/2009 Status Accepted Date Attached File 03/13/2009 PlanID 24995 Lark Builders Inc. plan 112-076 FL-07 pdf i Plan Cancel Reviews DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (650)487-1824,Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved.-Coovright and Disclaimer Manufactured(Modular)Buildings Accepts: FC . P., . 11. http://www.floridabuilding.org/mb/mb pub plan dtl.aspx?param=cOd9Jci%2fDI%2bV5b... 4/10/2009 AID r%9p11"M, ��r,�ril��ar�cxl�oHu,Ae : •• � >xr11H �avral�s � • • > �=�ctoRta�uuruax� . ' V o,wvvi, aowr . c�zxv ;f wrwm&LVAOP i !'RG mMA>Ei7`.. ft.; ;C43 V•1'j�xps�l/1"IWt7s71� �(jiWll�it • ! r'� �fING �. . . •. 1/?.'�y►rX?O"�iMAFDi7t� .�,�,,,' ..� ... • tGklAN9N•ENA tAIOL'Q.+�S�Otbs) ��. j:.'x`aiG, 's.+s �:• .i -'. !!i"'11'tC�C C.( (��VB�..•: - ' �: .• ,r .r,r -. 13OM41MP•Iri0�119�� • �� 9%fJ'W►X AO" RANDIG� ' IM[115�NfiL 6"ILZO((k10R�L�99!Oei(33 tSgANpIf�QiV�fFt)RQYwlAn1 MA5OM&0a,iN fn5 rA�r*sls�lcactlauw�lry �• c�sxs�uv ' 11�1.2•rlr+a#E i • +rnPr�•�acnsaema�rxax? '' • . Va�r�x�.aluw�t�, ' . .:fix. • .. wrax�as��••, . � Wo s�e►�x+aaaatol�laae ' 3t8`61�Xl0"�IWIMaci17[. .: �•� • Np113tIGtt�'i�11((�IOi3'L��POI6W . 100ww A�Ma mo am c orok 'ST.IJ �YJ�1CYL �� ION . RBNUWIED FOR C _ REVIEWED Y �sEwan ,e+a. �ae DATE � oaaacs .,ems c�► rasexaf LAMS AND PER:�QT S B P RNQ INSP.ECTIOh WILI.�E I4�ADE.a, .A. z z . 2 2 No 2 a 10 Tom" 4' 2 4 2 3 LLE51ii ftvm.N2-q*fs 1 a 12' 714V 3 21�L'il t11[ANCORCaW'LlI�LEJ a 14 s z s m b f-Z°lt�d'Ii�GIWNJfJ1fJWIH3ifRtl"Ii;iJK e w s..s� •. a s 1 t)!'i�l1'!OYl'K•Ib�"tJ11WMK3C>RYIIQ15i?YiE L?iSEC .o rt r oM i 3 2 2 Z Ij 'Jc f7�M91 5WflL 111Sf>1 5�`M�» +1111LYXAWISCIILi�LMS 10 N 7'•O•' ac 3' s ? 9 ] 1WHA)SIiINCAD18GM15.110�iA 1�' YMtt�A�HS so Ib 7`•a" b s . 3 9- -.(1�1{��iM1�A7G111�(�ri'fRfligi7R4t11�iOR1�RPlp' so :w 7'p tClAOGI• AI�tr4tlN�fl.d2fE51f 10 r-ow tz 2 ' s b s �.tFu`ICD 'G}NdYFEKtE MI7rAJ i/?'x3f)!'7liQrJR"4 Pr.1a' M. . _r3 i•�° 2 .2. H a•a• 4 s s 2 s a 3 c• st ••{• 10 r: •a0 b•-b" t2 ll PROPOSED WORK tr 40 . b"-&" * 2 1 T iYlhDI �GNPCIC PLANSANDA TIONS •## a•w u 2 7 v asmvNvm t7�N�to CORREC i s4 i•4d'• iB z a a a 9Y!D EitADxR M tI i•�s"• :Gt 4 • ' 9 3 1 RED BY FIELO•�'N PECTO tOTHAT �. 14 jj i•f�' Ct� 4 3 � axww t vm MAY BE NECESSAH k 2n i••i° 2 4 ' 4 S COMPLY WITH ptl APPLICABLE CODES. H z# W-4n 24 # # 11 56 i•�i^ 2 f j H . "o ' b'b'� r2 i 7 ft 4* ••-f" tc # Y T T 14, • so i'-s- -a. ' �. a a a • WJIfAV I VRi CON�EAL��S OA ATPAGNMEWS a 11a9FTHE y Associate tIIIC. �R RECORD aog aeeriag 8c G+><ts+r cet�aa Pt poing. r -- !'�.1rLi'1�116F{�!2�46�21M • .. . >rlrr,.:ss,a,t�rw;er.�r.,>s ' .,., ..n - C•�F a '9• .f - - - . r r �� 2 v•. •r� A` AREA FOR APPROVAL STAMPS 0.ss25 �; �.� ?�G Bu I LiDERS/ INC. P1 ��,0FEE5ZNAL 171u� 40q DIXON STREET �'',�,�'��;�`?�G��EE�` •�r - /Q �tr '�1•� fie. VIDALIA GEORGIA 30414 / aaMOC v� C-�7- 6 A�f0 r MASTER F�AN VAULTED OEILING - 150 MPH. `e W� �` '� ' Baj•oc'K AP4YOVe '&%�'"' liA�c� gent•lt7a�DF.A WOD CONSTRUCTION DESIC�II:te1TER1� M�P�s: .>T T)'er I. PONDVan"ITY ,_-Rnilal PH � 1J�3liiSf8CCa 84d S. BULDIN6 G RYFi4GTOR 0 T I Ad Baal}=10W Coditand SITE INSTALLED ITEMS 4• KND F.WOWRE G Aestaer¢to thetoua�rtnpve NO apt. 5. W.FRESSLRE COEFFIVERr 1 OJ8 SE TM 'r THIS UST Dor:5 NOT�56ARILY 6, MCLOAM CLASSIFGAT10N EVA45M cons tmool,Two LIMIT TFIE MR-5 OF WORK AND MATERIALS THAT SHEET LIST TABLE '1. BASED ON HEI6HT 8 FI�r ay MAY LL REQUIRED FOR R LATW SE ggpw8b(g#fi=S INSTALLATION.ALL SITE Rt3ATED 178d5 ARE SHEET NU1�ER SHEET TITLE a• AND cLADDIN6 YES. O WElZGT TO IAGAL 3JRI5DIGT10N APPROVA- W COVER -ROOF LOAD(TONE 00 34.3 P5F I kId a•I_ocoy ROOF LOAD(ae-oz -Si3 P5F Fft RVdRQW E-'—+;;raffy 09 - 1.TIE GOMPLEIE FOUMII]ATION SUPPORT AND C-2 NOTES -ROOF LOAD(ZOML'*5) -879 FSF Ifi18A� itEDOWN SYSTEM. -WALL LOAD(ZONE d4) -40 T P5F LOAD A I FLOOR PLAN 2.RAMPS,STAIRS,NO GENERAL ACCF55 TO THE -ViAl1_ (ZONE 05) -509 PSF i a8e � S/ BUILDING. A-2 FLOOR FRAMING PLAN 10.FOM DESIGN LIVE LOAD -IS&IS FSF 'P44Oy c-;- 5.9SGTRIGAL SERVILE HOOKW ONaLVM A3 ROOF FRAMING PLANSFLOOR DE516N DEAD LOAD 10 FSF f,-..L s FEEDERS)TO TIE BUILDING. II. ROOF OM16H LIVE LOAD 20 PSF SECTION,ENDWALL FRAMING t 5 PSF rDYB:Ca taltC $t++SORE not A 4 DETAILS ROOM DESIGN DEAD LAD y ?a cw'atlon 12, WALL DI51GN DEAD LOAD 5 F5F A-5 WALL FRAMING ELEVVAT10ML5 Ir_ -0' �,•� I9. CONSTRUGT1Crr1 TYPE �B A-6 ENDWALL FRAMING ELEVATIONS 14.IVIILDWS OCCUPANCY-tMLIlY SHED Ks 5 i E R SECTION t WALL f1ZAMIMG-NO 15.PRE RATING EXT.WALLS 0 \ A 1 pVER{AN5 16.AVOWABLE TaJloLfit OF H OORS I r A� S6G7iOP15 AMID DETAIL r. THE:GONn AGTORR4AWJFAG7URER MUST COMPLY RM THE FOLLOKN6 CODES AND N�'1 OKk A-10 SECTIONS AND DETAILS FLORIDA BW NBILD GOD@-2007 may' 4 -FLORIDA NEGNAMOCAL CODE-200-1 - A-11 SECTIONS AND DETAILS -FLORIDA PLUM¢31MI6 GODS-2001 (Y I w � '�L A-12 HEADER cmizr AMOK DETAILS -FLCRIDA ACCESSBUTY CODE-200] a POv -F.OWDA DQ 76 EWW&CODE-2001 S. -FLORIDA FIE.Ate GAS CODE-2007 >�I $861i�9 rrrp wl,IrP� J� -FLORIDA FIRE ELECTRIC, COD FpzmmmE-2007 -MW770NAL 1:LEG7RIG CODE-2000 -NFPA ICI um.SAS TEY GODS-7006 REV BY DATE DESGRIPIION THESE K A45 WRE DE516HED m AI: awAiZE mT%im 2007 FLORH7A a3apms GODS Yv 2OOq A TtRM SEGOI V GUST OF ISO MPH. I FRBD S. CAMDUJELL, P.E. LAW SLI11A�,�• TH15 DRMIW7 15 N6T VALID DATE 513/O4 SHEET VAI LIM CEILM-C5o MM HOM C40ILSTF11OT10N SIGNED IN FLRPLE INK DR"EW, ALABANAr 1446q R-ORIDAs�p 7 WW SOUSH BELCKR ROAD 40q Dl)=STRE T bA w 6EOR6lAt 14241 INDIANAS 20576 MM6-A/UNIT$11 LARGO, VDAL04 6EORbIA SO4'14 LIFLI�BY.' FSG LOMSIANAS 20546 FLORIDA W711 (e0019'N-7844 a N G M I 5 VOIG6 T27-524-1405 SGp1S A5 NOTED TEXAsr 54100 FAXr 721-5�4a2gq COVER SHEET WA.No, 112 016 1 OF 14 re ARSA FOR APPROVAL STAMPS GENERAL NOTES ELECTRICAL NOTES t I THIS STRUCTURE,WAS DESIGNED IN ACCORDANCE WITH THE 200T EDITION OF THE 200R e Q I. KHB N AIR CONDITIONING 151N5TAL.I ED IN THIS,BUILDI T SHALL BE•k .I SUPPLE'IEH15 TO THE LF.BCJ.,WIND LOADING DESIGNED IN AGGORPAtlGE WITH ASGE-1-05. 'RE5PON5181UTY OF THE HVPG CONTRACTOR AND 2 I ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE GORE AND ALL OTHER CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR' %HVAG F� APPLICABLE LOCAL CODES AT,THE TI14E OF MAMIFAGTURE UNIT(5)INSTALLED ALL WIRING TO 81 IN ACCORDANCE WTFT i}IE . 3. WRITTEN DIMENSIONS TAKE PREGED@IGE OVER SCALED DIMENSIONS. ELECTRIC GORE LATEST EDITION. 4.•OUTSIDE OVERALL DIMENSIONS CAN VARY BETNIMN Ll"TS SHOWN BUT K3-ZE2 5PAGIN6 SHALL. 2 9ZA13L.E CONDUIT FOR LI6HT FIXTURES. �jd C63�tl f NOT EXC®UNITS AS INDICATED._ 3. EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER INSULATED 6ROUND 5. LUMBER I!`ED FOR GONSTRUGTIbN OF THIS BUILDING SHALL BE AS FOLLONS WIRE CONNECTED TO EQUIPMENT 6ROIIND BAR IN THE MAIN DISTRIBUTON �wi gv�lo 7/ R.DCR JOI5T5 2x4 SYP.s2 OR SYP.s3' 12%TO 15%MOISTURE CONTEM PMg- 2xb S.YPU=2 OR S.YP.43 12%TO 15%MOISTURE CONTENT 4. 'EQUIPMENT GROUND BAR 1N MAIN DISTRIBUTION PAML-15 TO BE GROUNDED WALL STUDS' 2x4 5YP-02 M TO I%MOISTURE GONTENIr TO MINIHN 10'-0'COPPER CLAD EARTH DRIVEN ROD WITH GROUNDING, d��' 4 ROOF RAFTERS 2x4 S.YP.•2 12%TO IS%MOISTURE GOWENT CLAMP APPROVED FOR DIRECT BURIAL COLLAR BFJV LS 2x4 S.YP.42 12%70-15%MOISTURE CONTENT 5. ALL.CONDUIT TERMINATIONS OF I°OR LARGER ARE TO HAVE PLASTIC MHOOW SILLS 2x4 5PF.02 12%TO 15%MOISTURE OONTIWr INSULATED BUSNINSS. � 6. ALL THE FOLLOWING LUMBER SHALL BE FRE5W;r=TREATED SKIDS,FLOOR J015T MID Ve T 4 is6. ALL E.BGTRICAL•WORK IS TO BEIN ACCORDANCE WITH THE NATIONAL. PLY WOOD FLOOR DECKING. ELECTRICAL CODE Wr,),LIFE SAFETY CODE(tdfl'A IOU,LATEST EDITIONS- 'T. TRW DESIGNED TO SUPPORT DL-a L l-=30 PER 'J. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY AGGE551BLE 8. SEISMIC PERFORMANCE EXPOSURE GROUP I.CATEGORY A.. 015C 06rTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT.SWITGH WTH q. HANDICAP ACCESS TO BUL:DIHS 15 FIELD INSTALLED BY OTHERS AND SUDJEGT TO LOCAL RI A MARKED'OFF'P05M THAT 15 PART OF THE HVAG Ean W JU RISDICTION APPROVAL SHALL BE PERMITT®AS THE 015GONNEGTING MEANS ONLY WHERE OTHER jt 10. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32PW PSI MINIMUM YIELD STRENGTH.' D15G010liT1NG MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE Ad i.:R II. ROOF SLOPE SHALL BE 3 TO 12 WEN SHINGLES ARE APPLIED.ROOF SLOPE FOR METAL ROOFS CIRCUIT BREAKER. I,t,t^ SHALL MET MAMIFAGTURER5EC.ROMMWATIONS. 8. PRIOR TO ENMIZIN5ITIE ELECTRICAL SYSTEM.THE INTERRUPTING RATING - . 6 j`1}�f� 12. ROOF RAFTERS SHALL HAVE THE SAME SPACdNG AS THE WAIL STUDS*ANID SHALL,BE LOCATED OF WE MAIN BREAKER NEW BE DESIGNED AND VERIFIED AS BEING IN 'J?f �;,f DIRECTLY OVER THE WALL STUDS,. COMPLIANCE WITH SEC.1101T OF THE NW BY A LOCAL EELTRICAL raj;"t t �� 13. FOR ROOFS WITH A SLOPE BETMEN 2O TO 12 AND 4O TO 12 SHALL'HAVE A DOLIBLE CONSULTANT �� ) UNDL9RLAYMETIT APPLICATION IN ACCORDANCE WITH SECTION,150728 OF F13 G ROOT. 4. THE MAIN ELECTRICAL PANEL,F133J6i5,POWER HOOKUP TO BUILDING 14. GALVANIZED STAINLESS STEEL,AL.IMINM OR COPPER ROOFING,WUL5 A MINMIUM OF 12 GAUGE INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PADS, (COLS INCHES)SHANKS,WITH A MINIMUM°.6;DIM�TFR TUEAD SHALL BE USED.FASTENERS SHALL GROUNDING,ETG1 15 DE516NED,BY OTHERS,61TE INSTALLEID,SUaEy T TO BE LONG 131000E TO PENBTRATE INTO THE SHEATHING%,OR TtIROUGH THE THICKNESS OF THE LOCAL JURISDICTION APPROVAL SHEATHING. 10. ALL WIRES TO SWITCHES AND OUTLETS TO BE 012 THEN SOLD GREEK 15. ROOF ALTERNATE 3 0A14'ALUMINUM OVER PLYWOOD SHEATHING MAY BE USED AS A METAL . It. ALL ELECTRICAL OUTLETS,5H NG ALL BE GM IN'AGCORDAE WITH ARTICLE ROOF. 1210h(A)(2) IS. OPTIoNLAL EXTEWOR ROOF COVERINGS INCLUDE ALUM"OR SHINGLES OVER,5/8'PLYWOOD ��4��t MTN 2 LAYERS OF 15 LE-FELT. TT. OPTIONAL EXTERIOR WALL CO VMW5 INCLUDE CORRUGATED ALUMINUM,MASA ALUMINUM,4'RAP ALUMINUM,5/8'P.T.TI-11 SIDING,VIM 5IDR*WITH ENERGY BRACE BACKER,AND'PLF.KO' f S S J "-�;t 1 +p1 �, �i 1 }N Cs, 1 . '` J °'1 N STUCCO ON 5/8'DRNSE GLASS GOLD •5 7�'-.,• � , 18. TIE-DOWNS SHAM FEET WE REaJIREN43LT5 OF ALL APPLICABLE LOCAL CODES: Q Iq- ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE WRE55.51DE WITHOUT THE USE OF A KEY. a SEAL o DOOR STIAl1 BE 2 I/4'x I!/Ib'AIUMINM EMR1Dm FRAt>F NTH AN ALUMINUM ; I��,p^9 r t NO.� t4� I 20.PANT INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HIN6E ATTACHED WITH ALUMINUM RIVETS. i �O '�$ ! > :•G L� n J A DOOR ATTAl.w TO VERRGAL 2x4.OPTION&DOORS INCLUDE DOUBLE ALUMINUM DOORS, 0 r o ��L St7,��j � } I � GARAGE DOORS,60'x T2•ALUMINUM DOOR,30' AND 4W SINGLE DOORS,AND PRE HUNG STEEL '� (1=• F. , DOORS.'rME SIZE,AIANTITY AND LOCATION MAY VARY. '� N�f��� •��S � 21. BUILDING 15 CLASSIFIED A5 UTILITY 5HL3).l5/125 PSF.FLOOR LIVE LOAD.(NOT FOR HABITATION) !1 Q •. V� .e r'r ?� •'/��f ~::� '22.ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY,AND LOCATION MAY VARY. N f ,•cam 29.ALL F INTO PRESS URE TREATED W°IBER SHALL BE NOT DIPPED GALVANIZED ' i, S' C 0 - it O .:�' BY DATE '- DESCRIPTION. THESE RAW V'�RE DE516NED IN ACCORDANCE MTN THE 200'1 FLOMA WLDIN6 GORE VV/200q 5UPPLQdp4T5 FOR A THREE 55CCM GUST o1=150 M FtL GI�cRDWE;LL. P.M. LAW�IWD�INC. THIS DRAWING 15 NOT.VALID DATE 3/3/Oq l ALABAMA•144f>N fl ORIDA•1560 I loon SOUTH BELCHER ROAD vAwT��y S G0N5TRIcnoN UNLESS,516NED IN PUfZPLE INK ems' DRAWL BY, VA GEORC IAA 14241 IL D ANAS ISIANA•20548 203J6 BLOTTO/UNIT•II LARGO, VIDALIA,5rOF51A 30,4-14 MIS SIANI551551PP1.8425 FLORDA am (p00)pNltp• µ GIEGKkI)BYE F5G - N.CARO L0LE VI672-524IWS 5GALE AS NOTED MoS•5 FAw 7 a:L24-LNq C NOTE 2 OF 14 K Q� FQ AREA FOR APPROVAL STAMPS 6'-0'70 11'-6'WIDE ' OFES5iONHL ELECTRICAL S' c,?'�`�� rJ1'MBOLS a,rr}-�>s 5IM VARIOUS END r 11 IE.! _ qp DUPLEX RECEPTACLE 120V 1m OPTIONAL ELECTRIC WALL SECTIONS FORT \ D 0 G U"E T 1T TO EACH UNIT FIE-D VERTICAL WALL / 1IVI h INCANDESCENT LIGHT CO W:CT�FROM STUD LOCATION � - 1 �{ Pm 1-60A BULB FASTING POK!R / 1 `°•L>�+� SCARCE TO UNIT / ` Tn ; m JUNCTION BOX WINDOW Ks6w,, 5mcH LOCA TITlrOfil� 1 `��STF/7'c`;~��•�le' WP WEATHERPROOF ��� r, a�1yy6 _ �r�VARYAMARE 1 j SWITCNWITHREGEFTACLE t�� `":.'�C �tC \'�.� OPTIONAL, s 7 OUTLET 120V Im �i�' $S _.<f. (e \ 2X4 Sf� 1 ?j ( 6 plan No. "' . GF . /Q •.'r✓ ee \\ `\ W2 VBtT. NOTE: WALL S1UF2pj1t01 BV ALL ELEG1MCAL 521IR-04T SHOM I5 ; S �; `' \1 11 Richard L Bullock re •/y,G �F,.•: •; OPTIONAL AND LOCATIONS MAY VARY. . 11108/ NO '� 1 SM � ee j- -,., ;11 ,o•. \��.. :, 4 1 I Mo r Buildir4. ns EaatninerFlorida Certificate ,i°��.�o.,.� �oil (fi� .,G/NBC. .��e o 1 EESIDEWAIL 1 ,\ �1�5�6G710N5 FOR DOOR `yu�� LOCATION VARr. r 2X4 SYP a2 P.T. °`r DEFLEGSIOH OF U40 A5 PER SECTION 1604 TABLE 16043 / SOLE PLATE MAX WALL STUD LENCzTHS 55 NOTE a of THE 200-„LORIDA BUILDIN&CODE 57UO GRADE WIND 5('EED MAX LENGTH STUD EXAMPLE AND SPACING IN INCHES LENGTH j 3/4'P.T.T66 PLYMOP 5YP,02 AT 24'OL. 150 MPFL 85' T I` ErAH6 FLOOR 1-112'TOP PLATE 5YP.02 AT 16'O G. 150 MPI-L 104' W-B' �,BOTTOM HEIGHT T-4 WALL LE16NC 5E?VARIOUS l3iD WALL SECTIONS NOTE: DOOR PLacs�xT TOP PLATE t BOTTOM PLATE MAY BE ADDED AND SIZES TO STUD LENGTH FOR TOTAL WALL.HECW i 2 CHART , PLOOR PLAN A� 56AL(3 N•TA MI SCALE 4'•1•-0 REV BY DATE DESCRIPTION TM14E PlAhtS Wl3�E DESIGPtED IN ACCORDANCE WITH THE 2OO'f FLOf2IDA BUILDING GODS WI 2004 F.Jl2 A THR)x SECOND GUST OF 15O1HPH FRED S. CARD WFELL, IMR. LARK BUI=M INC. TH15 DRAWING 15 NOT VALID DATE. 3/3/04 SHEET VAUL=CEILING-C0 HFK Noon GONSTFWTION UNLE55 516NED IN PURPLE Mr. ALABAMA$14464 'FLDRIDA�L560T 1000 SOUTH BELCfER ROAD 404 DIXON STREET DRAM Tom. .1DA Z0, - 6EORb1At 14241 INDIANAa 2033E BLD6-A/UNIT MII LARGO, ul0?LIA,6TORMA SO4-14 a E=BTi F5C r LOUSIANA*20548 FLORIDA SM (W0)b4i Ib44 ( M9b5551PP1a E425 SCALE. AS NOTED' .5 10 11108 FAX.Wn 299� FLOOR PLAN 2 Y�o^4 L•LO,NO. 112.Oi6 5 OF 14 j ' W-O'TO 11'-8'WIDE AREA FOR APPROVAL STAMPS SKID LAYOUT Q 125 FSF LIVE LOAD SYP 15 P5F LIVE LOAD SYP#2 #2 qx rl02 J pVIDTFI JOISTS A H WID741 JOISTS A 1 B 2x4 OR 2x6 SIDE RAIL c : ff 6'-& 20 AT 16.O.G.` 145' 43' b'4' 2x4 AT 16'of-4 145' 45' SEE CHART 3/A-2 � ED W-o' 2x4 AT IV 04.•• V- 84' b'-O' 2xb AT 16'04. 4'b' 6 4 10'•0* 2x6 AT 16'O.G.•` 18- 84' 101-0' 2x6 AT IV 04. 18" b4' ^ u u �VI ENT i e II'-b' 24 AT 16-O G. 26'I b4' II'-8' 2x6 AT 16'O.G. LM 84' 1 r''4�; 1r S�I •W-O'UNIT MAY USE 2x4 SYP 43 2x4 OR 2x6 '~ ,��c�7 �y'apa ••7W�E UNITS MAY U5E 26 5YF#3 JOISTS AT 16' o O.G.SEE 4 ai GNART 3/A-2 Piu.Itio: lZ�a76 N0.892 Ll Li P Oi Z=3s Ci 'AL. A B A OVCb.By i 4 Bic6ard 1<. Buttock��,r ,SST• �'f311V��' '••4�� KID" . at q • . ..•. ��� o M nfmr Building ns Ex3WiIIer)Fioridz Cr.-'ti�ica:i t titi I `Sp1 •ar'.:m1:'•$T�r I�u L� ciT£f+NART 5 . CHARt A-2 SGM.E,TLTS. SEE CHART 3/A-2 22 GA. UPLIFT STRAP NAILING %r' CAP, q►j, SGHI=DULrm FOR WALL STUDS I6•O.G. SSTJ •/ a u O o a 24 .G. I 1 ' I"B'pof NwLs NutmER OF MIS �-. 51�. KID EACH RAP IRV OF ST ' WIND EACH eW OF STRAP P E A L : WIDE 5�D O.Mr x 2�'+ WIDTH SPEW 0.131'x 2-4' . B -' �? T 1103 u'-�' I50 a II'-8• '1so. 6 2 I y 14?4 i 150 - l _ f0'-W 150 5 A`'8 4g IN �. 0-O' I50 b V-O' 50 4 offa p�7�y b'O' t50 5 b'O' l50 3 _ G• v e 2 CFIARt I FLOOR FRAMING PLAN A-2 SGALFr Krs. A 2 SCALE.v4'=1'-0' ON THESE PLANS VaM.PM16$ED IN AGGORDANGE WITH THE 2001 FLORIDA 6UILDIN6 CODE W/2004 SUPPLOIEM FOR A THREE SECOND 61.15T OF 150 WR' FRED S. G4RDWriL.L, P.M-- LAW-BUILDMS,NO. THIS DRAHN6 15 NOT VALID DATE, 3/3i0a �r VAULTED CZLW6-60 WK Wow CO!&TFa=0N UNLESS 516PE INK DRAM IN PURPLE I DRAM BY. ALABAMA*t4469 FLORIDqq•L560T• 1000 SoM BELLIE i ROAD 409 DIYDN STRMt - .DA' A /� 6B0RCRA6 t4241 INDIANMI 203.78 BLDG-A/UNtf ql LARGO, VWALIh 6EMLA W474 OrfL12;D B(, F5G; Ll L . LOUISIANAs 20548 R ORIDA 33T11 (000)941-7G44 SSS���111 MISSI951PPIR&U5 SCALE, A5 NOTED N.GAROLINA*1110b VOIGEj'W-524-N05 _ . 7EXAHOO FAx.T27--524-1244 FLAOR FRAMII,PLAN ��L'^-d Wo.NO, 112-076- 4 OF 14 �S 20 g•P„� AREA FOR APPROVAL,STAMPS ENDWALL SHEAR WALL CHART TOP PLATE WIDTH OF MAXIMUM r----- ------ AIDTH OF SHEAR AALLEND I -----i � �t 19UIL.DING OPEilI L CONFIGURATION sYP I 1 1 _ S BLAGKIN6 4'-0' I 6' 4'MAX A E e' OG. I I 6: �`:-i:.• ' 1� t,f b' 4'MAX A 18' •t���oytye t I ' i1 b' 61DOOR A C-M `)� 3y ... 8' 6'Doolt B IT ,L - } "E S S/O 10' 4'P11AX A lo' 6'DOOR A 20' a S E A L to, 6'DOOR B 24' �O j "U U t 10' b'DOOR A' 8' „� _ I SLOPE I a,DOOR 11'-8' 4'MAX A 36' +�i . ' - ;' Pi=No. _►I2 11,-b' 6'DOOR A w +644 t S'• (:A is I A-ID pcoQ &By Hub, 6'DOOR B 32' I � 8'DOOR I "chard I-Bullock II'-8' 8'DOOR G R A Ib' I d Builduw PHes E=miacr Florida Certificate ° '2B' • I i 51EAR WALL CONFIGURATIONS, I I A-20 6A,2-I/2'STRAP INTi3 oR AND EXTEpioR OF BUILDINS B-20 6A.STRAPS(SEE'A')AND 3/4'PLYWOOD NAILED WTN 015I14-V2'6UN NAILS 31 I I O.G.EXES AND 6'OZ.IN FIELD EXTERIOR OF EU LDIN6 ONLY SEE COMART I SLOPE it G-20&A.STRAPS(SEE W)AND 5/4'PLYWOOD ON EXfE7JOR AND INTERIOR(5E'B'FOR FASTENM) g CHART I I A3 SCALE,KTS ROOF RAFTER CHART 24" O.G. t6'O.G. WIDTH � RAFnazSim KD& POW RAKER SIZE f NO-ROi2:l KM SPEW PP0FL:::SY',NA ' I'• I NO .` d 8 II'- ' 150 2 x 8 11'-8' 130 2 x b 4" I �rCG to'-0' L5O 2 x b 1O1-0' ISO 2 x 6 �� , �{,- I5O' 2 x 6 8'-O' 130 2 x b i y�," V��) 150 2 x 4 6'-O' t5o 2 x 4 2 CHARTOF FRAMING PLAN A 3 5G/V ly KTS. i A-5 50AL51/4°■1'-0' REV BY DATE DE5CRP-mnoN THESE}'LANs YeRE OM16NM IN AGGORDANGE YUTH THE 2001 FLORDA BUILDINS GODS YV 2O0A SUPIKIM fN'S FOR A T HRM SGGOND GUST OF ISO wa` F RED S. CARDUIJELL, P.M. LAW BUILDERS No. 'nits DR WNG.-15 NOT VALID DATE, I 3131Oa sHEr=T VAIVI D cELIN6-ISO MIL WOOD 40N5TR1G= UNLE55 515NED IN RIME INK. DRAYdN BY, lflA . ALABAMAn 14464 FLORMDA ,, Ur6OT 1000 SOUTH 5 L az ROAD �M MON SiREff G60RGM 14241 I�RI 2O�b &WrA/MT ►II LARGO, VVALJA 6EOR61A 90474 (.71ECM BY, FSG -It 6A OLIN IJIC VOIG5 1 33TTI le00lb4l 1044 SCALE, AS NOTED �'- &M T �I1iO8 FAJG TlT-524-I 491 ROOF FRAMING PLANS '�✓-'�"Q YLO.NO, 112 O16 5 OF 14 ARNA FOR APPROVAL STAMPS 2X4 SYP*2 2 VY x 112'GORRUGATE P BLOCKING BETNEEH ROOF PANELS FASTENED 20 GA.V/2'STRAP OR m I EA,RAFTER A TR1L GRIP AT RAFTERS 20 GA HAT CHANNEL a M/H, F ACW ON IN51M OF c MII BUILDING S � i I 2g4 SYP2— alb a 5SEECHART a2 TOP 4' Date. �� pizu i 20. I/ _ 2/A3 PLATE 3 V2'OVEIRRAN S ved By 2x4 SYP*2 STUDS A-lo 'chard I-Bu'JLocL AT Hi'OR 24'OL. 1}N� 2x FLOOR ar Building s'Exanoiner Florida CerciHca:e 'v1T?c JOISTS AT IV /4'P.T. -----2 V2'x I/V CORRUGATED O.G.SEE PLYWOOD PANELS(FASTENED W/*8 A� CHART 3/A-2 SHEATHING x 1 1/7 WOOD SCREW AT b'OL.(OR EGJUALJ S 2x4 5YP*2 GONTINU05 BOTTOM PLATE C r S S 5'-5'TO 30'-O' L 6-8'TO 30'-0' L_^!.�' '�1 ? H C-1• 9t 4x6 SYP#2 `•' SECTIONPRESWRE TREATED s SID�W,4LL FRI4MINCx ~(� `: sc A-4 SCALE,V4'=1'-0 JOINTS MIN OF b'-0' A-4 5GAL6 V4'n I'O' No.'�-92 ENT U. I 1�. 1110$ rioTi=: °PP _�C. U U is STRAPPING TYPIGAL FOR TOP AND WTTOM OF STUD I �j •.�'n aPPt AlG(i1 �= v t9ae��r ''` C. SIMPSON SPM SIMPSON ��r���••�"' SIMPSON 5PI44 THIS THIS STUD(I /. OJM97EOF /• i'' "._S' � �'�. STUD A TOTAL)W/00) /• TOTAU YV 00) /. CENTER 5TUD �� y; �—•{ ti�y :• \�. x Ih"NAILS IOd x I ki (1 TOTAL,) (I)5/5'x 4'LAG NAILS SCREW I' Ci s l STUD IMPSON H3 THIS' SIMPSON H3 EACH 51MP50H H3 EACH SIDE OF INTERIOR SIDE OF INSIDE SIDE OF OUTSIDE STUD 0 TOTALS STUP(2 TOTAL) 5TUD5(4 TOTAL) / (21 3/8'x 4'LAG (3)3/8'x 4'LA6 G v N 3/5'x 4'LAG SGRB'S,V FROM STUD G BKO ALL SIDEY(AlL SCREWS,I'FROM STUD $0151ALL Sf�SCRE L5.I'FROM STID RE 4b'DOOR 145',225't 905'OPWW5S 42',60't 69'OFENINCiS 155'DOOR 4 STRAPPING B STRAPPING r2 I STRAPPINS 1 STRAPPIN A-4 SGPLS 9 4'e`l� A 4 5G eLE 3 4' l-0' A-4 5GAL5 9/4'a ILO' t- SCALE,9 4' I'-O REw BY DATE DESCRIPTION THESE PLANS YORE OW16NED IN AGGORDANCE WITH THE 200'(FLOMDA BUIL.DIN6 CODE W/2004 511PPLER15175 FOR A THREE SECOND OBT OF I5O MPIL 'FRED S. CARDL�JELL, P.E. VAU-TF��BoH- wiom�73amom UNLIE55D5j NEVAN PURPLE INK 149 15 NOT VALID DATE, ar��Oa s� d AMA*1446E RARIOA*156M IOOO SOVM BELCHER ROAD 4M PI>W SnZWr VRAM 5Y. VA 650RGI 14z41 IIWIAHA*203d5 BLD6-A/I NIf III LAR60, VIVALJA•6EOF*IA SOCK GEC BY. F5G ' L.OUSIANA*20548 !llA��'lll 4 - M5515SIpp1*8525 FLORIDA 93111 (BooJe41-re44 _ SGAL6 AS NOTED N GAROLJNA*11100 VO1C5'U T-524-1905 i TE)WS$54100 FAA-I21-524a2aa SECTON.I 0=ALL FRAMIPSCa 4 DETAILS W o.NO, uz o Jb 6 OF 14 s Ml C7, Y'a'��� S �� INN— ICA Kr LN -ap a � g \ Gil 'n CO y+` IVA +.`a� .......•.tV ro NO ra ".9 . . 0 3 J° //.':CA- , k. i Q, • •Q AREA FOR APPROVAL STAMPS NO, 1424, PROFESSIONAL Y FRtDS �oR HEADER �V I PG $925 ; J garls&OrAz: 305• �yL!'�py�+� / �� 1�9V►{.'�+� 24 IO6R MAX 4 OR 24 G Plan No. 2--•G7k iv Date n Approved By Ric -61 Bullock Modular RuildinR Plans iner Florida Certlfcate Me 001i FOR HEADER GHARr S/A42 24' FOR HEADER FOR HEADER WE 16, 16' `'M CHART CHART 5/A-12 OR OR 5/A-12 24' 42'MAX 24' S 01 4'70 8'DOOR 2X4 SYP 82 d z JACK STUD C A R 0 9 III EACH SIDE N ♦V El VA 2x4 5YP 912 i JACK STUD Y � SEAL OF WVV 6 _ FRAMING: rl SGALE.W=P O• i't114 5 C tF� EREVEBY DATE DESCR1P710N AL THESE FLANS VJE1ZE DESIGNED IN AC4CRDANGE WITH THE 2001 FLORIDA BUILDING CODE W/200q 9UPFl&D1T'S FOR A THREE SECOND GUST OF 150 MPH.' O % �R�D S. C14RDW�LL P.�. wac BUILDM,INC. THI5 DRNG'15 NOT VALID DATE 3/3/oa %EET VA&TED HIS-50 S WOW CONSTR=C" AWI516NED.IN FURPLE IW- MAM BY. VA' ALABq' •K46q FioWDA"ISB07 IWO SOM BELCHBR ROAD 40R oU�GNSMET A 14241 INDIANA.20338 9.DG-A/UNIT$11 LARf 0. VVAUA.6EOR6IA 904T4 OE=Ve. FSC 11 M55IVQ FORJDA 53n (WO)e41-i844 5CAL-5• A5 NOTED K O N T�1 1110b V01M-M7-524-KOB TFxrss 54100 FAX.TZ7524 t2g9 '� . aD 112-M6 b OF 14 SEE CHART 2/A3 AimA FOR APPPOVA L STAMPS 2x 51P 02 FOR RAFTER SITE. d BAND R fl]1511 WITH o WAIL 5TW 2x 5YP 02 BAND FW5H YBTH WALL 51W A-10 20 GA 2-UT STRAP OR 20 GA.HAT 20 GA.2-VT STRAP OR 20 F CHANNEL PI AGED ON 1 GA.HAT CHANt�L PLACED ON, 1' INSIDE OF EUILDING cc A INSIDE OF WLDING �r K; r RT A� 3/4'P.T.PL.M0OP DECKIN6—�1T 24` Ix4 SYP 02 AT 2x4 5YP 62 Barr MAX 41-0`O.C. PLATE DADOW INTO FLOOR J015T ` 1 I 5-8'TO 30 O' I. �2, VAAFJES�0M"'TO W-b' L NO O%/M HANG A-B NO OJ6t HANG " Date >S Plan Ns. 1/z'�?p n SIDMALL FRAMING 2 SNDWALL FRAMI ved By � A-1 WAL5 14' V-O' A-T SCAM V4'a I' 2x4 SYP 02 'chard L.Bullock ELOCKING BETWEEN �� 2 V2'x V2"CORRUGATED 2 EA.RAF15Z 2.4 ROOF PANELS FASTENED Modular Building Pi Examiner Florida Certi£cate ,z fNa A-II /y�� TRIJE MP AT RAFTERS _ 2x SYP rig BAND "°� Ily1?>•y I FLUSH WITH i WALL 5TW `> Il-.. f Q i SEE CHART 2x4 SYP w _/ r?C` C'i�ra ? i i 2/A3 FL12 AOTEP 2x4 SYP 02 •i l�•. 1; �. �i f I , STUD5 AT 16' r 4`nntt r 1 1 i OR24'OL. •`-'�.-JoGSS��J'. /�, f/ C r N 1 I 2x FLOOR ,:2 ! . c� Iz- > 1 I 3/4'P.T. —2 1/2'x V2' C.OR,RUGATED,; I 1 i �..� 1 .JOISTS AT Ib' PLYWOOD PANES IFASTEJEU W/a0 1 SEAL ; �I �s( '11 •' �n/!`''`•-Nile, 4�@ OCHART 3/A-2 SHEATHING �x 1 1/7 WOOD 5GREW AT f _ I•`,J. ,�_ 11 . b'or..(OR EwAU 1 08 � ILS>4e\asap`^ 2x4 SYP 02CONTIwas A�GjNG� 51-W TO 30'-0. BOTTOM PLATE r:•..... •�' �• C ° � % NO OVER HANS I SPELT I ON TREATED SATE�SKIDS;STAGGER 11°' � = ~ 0016 A-T 5CAL8 4 c 1- JOINTS MIN.OF V-O• REV BY DATE DESCRIPTION THESE PLANS KERE DESIGNED IN ACCORDANCE WITH THE 200-1 FLORIDA BIALDIN6 GORE PV 2004 5UPPL1=1,4 15 FOR A•THREE SEC,20 6UST OF 50 M PK FRED S. C14RDUJELL, P.E. LARK SUILD6RS,INC. THIS DRAKING 15 NOT VAUD DATEI 31310`1 SHEETvAJLnV CEUN&-150 MM WOOD CON57F&T10N UNLESS SIGNED IN PURPLE INK` ALABAMA�14469 FLO DAV L560T 1000 SOUTH BH.CFiER ROAD 404 DINOH STRAP DRAI•Cl BY, JDA 6EO AM I,1i INDIANA$WM BLDG-A/NUT•II LAR60, VIDNJA.6EORGU 304'14.20548 AECF�BY, �, K55551�PPI4 aw FLORIDA 3371I (6001aM-'iW4au T X ALE' A5 NOTEDK CAROLINAV 11100 VOI56'12T-524-1405 TEXASP 54100 FAX, 12l-524-I244 WCTION 4{Udll,l,F(Z/IP'M -NO aARH" •(� WA.NO, 112.076 4 OF 14 L t r-a r � 10 ni oil- Pt Ie sla- r` 16 ` _; til:Ji �Cy:O 'j•'n r •'.�� y;-F t�� i :P'�'iL�i:".J...�+'�,J.�?4.A•.I_• .. 2x4 SYP.>n STUDS AT 16'OR .'•fi/�V �': AREA FOR APPROVAL STAMPS 1�r. (}a 24'Of,5EE GNART 2/A-1 �+ > ,fw!rt :' ATTAGNED TO BOTTOM PLATE it D Vv(2)OINx3Y4 6UNNAILS 4� "t415s' t7- �IIs��;'1�,;! _� 2x4S.YP.02BOTTOM 93iaaa..e. '"' .. ''r y _ /r _ SAW x 4 LA6 BOLT W PLATE CONT. A, ` O.G.ACROSS SIDE t)ND WALLS INTO 2x RIM PT 3/4'rLOORING `t�a�`;•` � G\S T /y4P JOIST SEE CHART'3/A 2 (FLY OR T46) E'+ 2x FLOOR JOISTS /, 2. Q ; 5M CHART 3/A-2 Date O pkan No. colmwas SKIDS 5AAVIE SOCKIN6UE AS Approved By - y W-0.1WO x 3'NAILS R1M JOISTS llticbar Bullockis f P�iOFt=5SiC,f�ERt 1 AT 12•ot. 4xb P.T.SYP.n2 WO BEYOND STA66ERM TOP t l BOTTOM EA.SIDE P.T.2x4 S.Y.P.A2 FLAT BB M Modular Building Plans E'xa finer Florida CertMeate CMT-QW, + /v 170.5LED.2x'S ATTACHED W/ 'yG i r rc »>�•' HeADaaTo Oa20•0 x 3'NAILS AT 12'oa C JOIST FASIEHM STA66ERED SIDE TO SIDE INTO s. SECTION DaeL>rH�Daz T A 9 1'-0'1/SGALE� 2'a 4 S.YP.p2 WALL STlN JOIST x EL NAIL 16'0 PLATE TO � 11 J015T EELOW AT lb'O.G.OR 3A3'x 2x4 5YPt2 4'LA5 5GREH AT IV O.G. �� ATE 22&A.STRAP FASTtUW WTH 0.131'm x 2-V4'GUN EIS� �W ' P.T. NAILS 5f3 GNIART 2/A-2 U, UWIP � PLYVIOOD 6RABBER SGR5,15 I�YWOOD DEGKINfi OR MAL IN LIEU, PLYK 0 OF NAILS INTO 46 WAJ_L5 WITH 5AM1 20 6A STRAP FLOOR J015T SEE GHART 00 3/A-2 G RIM JOIST SEE CHART WA-2 O O O RIM JOIST SEE 20 GA,x I-V4'KPE STRAP 11P THE WALL STUD. 3/A-2 FASTEN STRAP TO WALL STUD WITH 03)- OBIND x 2-1/4'6UN NAILS INSTALLED AT FACTORY RAOR JOIST 5EE CHART 3/A 2 z DETAIL. l DETAIL A 9 SGAL&t II t-0 A-q SGAt t/2 a 1 0 REV BY DATE DESCRIPTION nese PLANS WERE DF516M-27 IN ACCORDANCE YIITH 7HE 2O0-I FLORIDA BUIL.DIN6 CODE Yi/20o9 sUPPLm ITS.FOR A 7HRM SEUM-61ST OF 150 MPH. RED CJ'. G,4RDlrU$LL P.M. LAW BUILDERS,No. -MIS DRAWING 15 NOT VALID DATE, 5/3/0`1 slur vALIM cr7 im-1501 PIL VOW CONSTFWTION UNLESS 516NED IN PURPLE INk. DR/w•Cd BYa JDA < GArT�4 .� FINLDOIAR 1560T 1000 SWTH BELCRE12 ROAD Oat VDM STREET 20336 WXD A/WT III LARGO, v1DAu. OWR60S 004U �D' F5G �j �g Ml�'5I t�84' FLORIDA 33Tfl tBOO)ts4i f644 - SCALE. A5 NOTED N.CAROLIIIAf IIIOb VOIG6"W-524•IRO5 TBxA50 54100 FAX M-524-I294 SECTIONS AND DETAILS WA.NOS It2-0T6 N oP 14 1 C-14241 ' I AREA FOR APPROVAL STAMPS N =ESSIONAL ATTACH 2xSYP ATTACH lx4 O v _ 22 BAND W .2(RAFTER SEE SYP 92 W/ - 2-16d NAILS GFIART 2/A3 2-16d NAILS 2x RAFTER SEE ,4 (TYPICAL) (TYPICAL) CHART 2/A-3 �c r 2x4 SYP 02 TOP —51MPSON Ff1516 2x4 SYP a2 TOP 51MP50N HT516 �''�" L' PLATE ATTAGHP9gpPg�AROyrp PLATE ATTAC)�D yip pP�AROUHp �j� w(210.131 x 3Y4 RAFTER,INSTALL NU(2)OJOI X 5 Y4' RAFTER.INSTALL 6t AILS P8R 51MP50N �v`` PER SIMP50H DOC SPECS. NOTC i RAFTER 5PEG5. 2X SYP#2 RIM BOARD SEE CHART 2/A-3 ;% d x k2 ` PROFESSN,0 5C`,� : late 3 /I 0 han K-o. 24 SYPIle—0?6 NAL' TOP PLATE d Approved By 6KZAPPW 114WH W51APO" cT=d L 3uilo& P 51MPo INSTALL No ov RHANS �,tal��TF dF��i55�5�e Modular Suit 'F'ia Examiner:lorida Cerdfricsfe SPECS, STUD TO RAFTER 4 STUD TO RAFTER ¢ Sl;CTION `������' 3 SECTION A-IO SGALT3 I R';1'-0' A-10 /-5IW5ON HTSI6 FROM ' STUD TO RIM J015T 2 x RAFTERS AT 24'O.G.MAX. 2x4 SYP 42 WHID UP MT14 WALL STUD BE-CA KALL STUD SEE CHART 2/A3 2A SYP 02 2 x BLOCKIN6 BETWEEN 2(/2'x 112'CORIWATED BOTTOM PLATE RAFTERS ROOF PANELS FASTENED TRIIESRIP AT RAFTERS . _ L i NO. .,IM'^�tt Ago UEWALET�41L I-0 �`r+,d S,� CH�4``-� A1Io xaAM I nONi o` BY DATE DESCRIPTION nr-5E PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2001 IMMDA WLDIH6 CADE W/20OR 51M5,0 TS FOR A 741REE 5EGOND GUST OF 150 MM LAW BUILDER$INC. THIS DRAWING 15 NOT VALID EK�NOT 3r3/04 7�1 D S. G.4RDWELJ.., P.M. VXLIWc um,-150M tw 0Doc STlvtloN UNLESS 516NED IN PURPLE INK 5� N4LABA 14464 f3 ORIDA�1560 i 1000 SOUTH BELCHER ROAD 409 DIXON STR�i �A 4241 INDtANAti Z0338q/UNIT pll LARGO, VIDAUA 660R61A$04'14 KK SVFPIO� FTARIDA 3311 (600)641 T644 BY, F5G N.GAROLINAU HIM VOICE,-W-524-1405 SCALE. .AS HOTFD !f/ TEXA59 54100 FAx,=-5j24-12N9 WOTION AND DETAILS 3—% --d u2-wc, 12 OF 14 SEAL ' NO. 1 1 loA 1 IP44I •.<�`� Q .: PROFESS i'%JAL J AREA FOR APPROVAL STAMPS a NOTE,USED ON EVHZY WALL STUD TO ��I C4'� • • / •`� = f /v e CONNECT WALL TO RIM JOIST OF F 1 S• C p�� FLOORSYSTI34 `) � �'•�1� C�"/ v r 1�� t,, f Bate VARIES �0���� 4 y �J ` 2 VT x 1/2'CORRUGATED 2 V2'x I/2'CORRUGATrtiANKr �`_t'�.Ji�. RcoF PANEL5 FA%ENED APptOved Piare:�0. 2 r ROOF PANES FASTE --- WITH 4-15 x IVY'HWH ?JA3 I'MIN l;&, JP x 1 V2'Hm RAFTERS TRUEGRIP AT RAFTERS TYPICAL TRllE6RIP AT RAFTEFASCIA NAILED $ >Aj d L$uuo"k _~ T02x6YU ••°° . BWCKING A uerori3a Mc SYP 02 Gf� 12,O.G. -- 2b GAUGE GALV.STES BAND FLIW RAFTER`SEE CHART S STRAP WITH 0.131'0 GUN WITH WALL STUDSEE 2x 6 5YP t2 TOP NAILS EACH END OF PLATE OFFSET AS (2)51MPSON H3 CLIP STRAP.SEE CHART 2/A2 2x 6 5YP s2 TOpN®FD TO FROM STUD TO BOTTOM FOR QUANTITY OF NAILS. RATE OFFSET ASY.P,#2 WALL STABILIZE FASCIA PLATE AT EXTERIOR NfavWTOT 24'OG (2)0131 x 3-'pe AND NO PLACED 5TABILIZE FASCIAGUN NAILS FROM DIAGONALLY ACROSSTOP PLATE TO FROM H3 AT INTERIORHEADER STRAP 2 I/2'x 1/2' STUD FOR DOUBLE TOP PATE SC > "%Z C P;�GORRUGATEDi516 4 DETAIL pANgs 226A.STRAP . A b SOA Z RTS. (FASTET!®W/sB 5lMP50N SPECS. 2 12'x 1/2' FASTENED WITH 0.131.0 ��:^:� 1:� NIT x 1 In'WOOD CORRUGATED x 2-V4'GIR(NAILS w U ) SCRF34 AT V PANELS ` GNART 2/A--2 NOTE.USED ON EVETV WALL STUD O.G.(OR EQUAL) (FASTEN W/08 2x4 SYP.•2 WALL (7J SIMPSON H3 TO CONNECT KAL.TO ROOF SAV x 4' LAG x 1 V2'WOOD STUD AT 24'OG VARIES SCRE'i 14'Of- 561;Sl AT 6' CLIPS FROC9 3 I/4°x 0I31 NAIL. I'MIN STUD TO BOTTOM ACROSS SIDE 4 O.C.(OR EGUALJ FROM PLATE TO.1015 END MALLS INTO TyptcIALBBB PATE DIAGCED 0 ANALLLY LY 2x6 RIM J015T G 1N � BROW AT I6'OL. O FROM ACROSS FROM Ve P.T.PLYWOOD BOT.PLATE TO ° YWOOD 00000000 000000e-- EAC.HOTH9R DE{•I:1N6 cJ� 26 6AU6E GALV. 2'MIN (2)Omx a-Vv 5TEEL STRAP WITH �5�+ GUN NAILS FROM R.00R.JOIST 5� 0131.0 GUN NAILS _ BOT.RATE TO CHART 3/A 2 �m " 01Z t CHART 2 STUD C,. .....'(fit Y{1 . EAL11 END OF STRAP. �'Q FOGd)�ANTITYY OF RIM.JOIST`>>� .« C�1$•Fdirt RIM J015T 513 NAILS. CHART 3/A2 i CL C .{ ; CHART 3/A 2 NO.892^5� ? HEADIER STRAP No SECTION s*,PROFESSY.:NAL: J B DETAIL 2 I SECTION A-II 5GAL6 NX5. A Il SCALE:I a I I� :'`/!/ 2 : \ A-II SGRLE.1/2'e I-0' roo T,yr'. GlNti •GQq .. REV BY DATE DESCRIPTION THESE F71NN5 WERE 17E516f 1®IN AGGOIiDANGE WITH THE 2007 FLORIDA EUILDIN6 GODS Y'V 2004 51XnEME M FOR A TWZEE SEC0 ND GUST OF 150 b M FRED a. CARD ELL, P.E. Lak suwLoms,No. THIS'DRAWING 15 NOT VALID DATE 3/3/oa SKEET VAUSID cMW-w MK woos c426 rTIoN UNLE55 SIGNED IRA RPLE INK ALABAMA#14464 'FLORIDA0 L16M 1000 SOUTH BH.GHBR ROAD 404 WON STREET �� bA T ,(jam GEORGIA9 14241 INDIAHA$20358 BLOC-A/UNIT III LARGO. VIDNJA,6WR61A50414 LOIRSIAMv 20546 CIIECX D BY- F50 ��� Mt551551PP1s 640 FLORIDA 33T11 (8008,41-1644 J,�^�"(�—`� N.GAROLNAs 11105 VOIG6 72T-524-I405 �r 5GALE. AS NOTE) TFXA%54(00 FAX.i2T-52+4244 F% TI�S am=TiUI.s (p" KO.NO. 112.076 13 OF 14 •��4. .ti��S T ."Ltd°/p 10 NO.8925 " AREA FOR APPROVAL STAMPS SIDE.WALL HEADERS SIDE WALL SILLS 'A. HEADER HEADER HEADER 51LL SILL SILL } -• ti 517E DETAIL MAIBZIAL HFADFiL FlST@llN6 SIZE DETAIL MATERIAL SILL FASTET>!NG } P 225' 3/A-12 5FF R2 dJ OJ31••0 x 3•&LONG RRAIP.U.S 22V 3/M2 5PF a2 W 0.0WO x 3&LOt*GUM IUS °0} FAC44 Bm OF HEADER EACH DO OF Sill. b3' 3/A-1.2 5YP 12 (4)OJ31-0 x 3-V LONG 6ULAWIIS b. 3/A-12 SYF$2 (4)O.BP•0 x 3-V LONG aINNAIL5 EACH END OF HEADER EACH EK0 OF SILL 96' VA 12 SYP 12 (5)O.q1"0A A E O-HEADER L5 Date APProved B 6?6y Cac�_'�--6-•..-....._... IND WALL HEADERS END WALL SI L46 Ric F42' HEADER HEADER SILL sill. SILL Modular IguBdl lg Plans B111ECr Ftor:d�CCi LiL�!:c R DETAIL HMERIAL FEARER FASTFNWG SUE DETAILMA7l3ZIAL SILL FASTENWb'3lA-12 5PFR2 0J31"0x'3 LONG UNNA LS ��r.. 3/A� SPF (21 OJ31'•0 x 3 V LONG 6MVJL5 EAG}EId7 OF HEADER L:ACH EM OF SILL 4/M2 SYP a2 (5)16d CO9R•10N NAILS 30-7 3/A-12 5PF a2EACH END OF HEADER L:AC.H EID OF SILL2/A-12 SYP 02 0 I6d C *40N NAIL5 42' 3/A-I2 5YP R2 (2)16d COMMON KM.S a 1 EACH 80 OF HEADER EACH END OF SILL 6CY VA-12 51F 82 !b)Ibd OOMMON NAILS 60' 3/A 12 SYP OZ (3)Ibd COMMON HAILS lJ1Ck1 END OF HEADER EACH END OF SILL // Sn " C{ .. i.. •i g��» -65'• VM2 5YP e2 (HEALH END OF HEADER r `} }' �p���11*►,1{v71' 5 CHART 'J� 41�1 ' - I f.i:Jr�..sL.i2 Ia C �� ti°° M2 scAL� ': ' S�i0^!AL .Q�� /C�(•r:JI RIit LYMOD NT1NU0� � �v\.:�i 14r'_Y'"`��• SEAL ` f �% 1/2° 1/2, s 1� \ . PL.71"IG'OD SPAG NO, t.�y ii8 )c lNou counuuals) in 4 SGtION 9— —SMGTION 2 5WAF GtIONGTIOHEAMR M2 SCALE,3••I'-0' A-12 SCALE 3•a I'-O' A-IZ SGALF+1 ■I'O' MZ SGN 6 3'•t'O' REV Ell" DATE DESCRIPTION THESE FLAf15 WERE DESIGNED IN AGGORDANCE WISH THE 200T FLORIDA HUILDIN6 GORE W/2004 SUPFLS•LBM FOR A MiRM SECOND 6U5T OF 150 MPH. - FRED 5- CARDWELL, P.E. LARD euILMOM, THIS ARAWING 15 NOT VALID DAM 1 313/07SL�r ALABAMAR ff R.ORIOAR L%M 1000 San BELCHER ROAD MAIL MD 440q �5�G0N' n°H UM�55 SIGNEb IN PURPLE INK 660RGiAa 14241 INDIANAa 2p33g DRAM JDA A /� 1NVIAtA ft 2 33b BLDG-A/UNIT of L AREO, MALK 6ECR64A 50414 By, FSG LL 1 MI55ISSIPPIR 8g25 H oR1DA 33?il (600)641 ib{4 f"1 ll N.GAROLIHAR II[O5 VOICE 727324-1905 AS NOTED TEXASR 54100 FAx 72T-524-129a HEADER CHART AND OETAILS ,�^� .d 112-076 14 of 14