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HomeMy WebLinkAboutConstruction plansPSI Approval 2018-05-05 11 ® F A E D B A Ab N P L A 1 tl S S T A T E O F F L 0 R I D A ( 1 8 0 M P H) W I N D .S ` iw++�n �mn a�`�•®e�e.�sm,e m.n�smo.m mww w.m. n� ear. mw�ammu[w�c .rzocmerw.c�..m w w mo x wmc..uww. mma.u[awi mom w.mic am oumaou� nwmma mm.©w..a �A"" .� ® ommroaai'�m.,. mwmmN m mva.n��miv[ ®u i.vxuwm®aem..mrv�¢m rrnm n se.M ru°v�.o�e a�rn.�mc� muem.sn PORTABLE BUILDINGS WIND CHART '[Jana 201.M SHEET NUMBER SHEET TIFF C-1 COVER SHEET C-2 FASTENING SCHEDULE / WIND LOADING A-1 FRAMING PUNS 6 DETAILS A-2 DETAILS / SHEARWAIL CHAFF A-3 TYPICAL DETAILS A-4 OP710NLL PORCH DETAILS .a. fOR ueBo�k mws psi 367 0 4 S ROAD PRATTVILE. AL 36067 LOFTED BORN mui s¢T a mirnu xoTcs DON VAN GERVE. 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RL A Rqr lMalmx-0(FUY Irw ]-Ymu1'WLS PEa4garrQ am .<'.: .'1 atayla :1. wnrroew ns J - Im mwox (afmJs7 .-rmnr xus rJa w1 wwe.ul,Tm nnoonow:mmm xtl6 i,1FL00R FRAMING PUN : 16 ,, WIDE FLOOR FRAMING PLAN MI lj: lm rte a.ovy u �vw QENDWALL ELEVATION 21SIDEWA/LL ELEVATION ® 2L-Z worms M rmmc,m, @ROOF FRAMING PUN PSI Approval 2018-05-05 14 tT t � p WIDE ENDWALL ELEVATION 8'—D' WIDOOR ,o ENDWALLDE w AT10N a. v...a 10'-0' WIDE w DOOR o ENDWALL ELEVA ON F� mmw-� 8'-0* WIDE w/ WINDOW c ENDWALL ELEVATION } �,..� 10'-0° WIDE u ENDWALL ELEVATION `�s.c war 10'-0* WIDE w DOOR . ENDWALL ELEVATION 11'-2° WIDE w/ DOOR , ENDWALL ELEVATION 10'-0' WIDE w// WINDOW ,� ENDWALL ELEI/AU IT 1 4 11'-2* WIDE �z R%1 ELEVATION ri a. ,nre Xft 11'-2' WIDE w// DOOR - ENDWALL ELEVATION ki —war 12'-0' WIDE IT WINDOW 12.-0* WIDE w DOOR 12'-0' WIDE w// DOOR ENDWALL EIEVA ON A ENDWALL ELEVA ON , ENDWALL ELEVAAYION LOFTED BARN BOOR AEO( flWdIG PLV& k 0fltA5 en�mumOAID e PREMIER PORTABLE BUILDINGS 317 uv sort M w,w Souw r�krai TM sess� nwaav¢eammrsia F:a @Rhro.e 14'-0* WIDE wl DOOR 16'-0" WIDE w WINDOW s ENDWALL ELEVATION s ENDWALL ELEVA ON F41--, ° M 16'-0• WIDE w DOOR 16'-0• WIDE w/ DOOR 16'-0• WIDE w D00 %xiENDW a ENDWALL ELEVATION s ENDWALL ELEVA ON rx ENDWAL •-x ENDWAL Mx +o SECTION Mx V+`rd PSI Approval 2016-05-05 SHEARWALL r_!;.xi JOST CHART BUILDING YIIDTN OPENING MOTHS IN CNOWBIL MAX, LEM Or BUILD HIS SWGLE JOIST MEMBER SQE DOME JWST MEMBER SRE Iw•+ TI-11 sxM 9E GI]II ow 3b M w1QL Y4' Yd ltu xfd Nd I xfd Jd m n4 6d 9'-0' IVd Ifd tpd 'm a9 6-0' S'-0' IYd 9e ae Y-O' wz ]Y4 4'd ]Yd Kd ata m Yd xfd ICd Nd IYd %d %d e'd ff-0' u'-0' ffid Hd P-0' WY Wd Wd tld Yd xfd 6'd Y¢ Wd ' iNOtiOSN az�u ntlmssm,o,a mmm�s..N • KY mmm• t Ni® wirA.�u 4.Y� Y a-- ♦ 4fmamR'®,mniYaYO,v YQrmm run ma vaBv+u slues PSI amptYYams wmgvr m LOFlED BARN SEQMILS k OET]M.S alms O01 VAN GERVE• P.E lc7tu s mw sIM]rnmx DMEM �..iEPil@iFDE51GR50lNI0Sf CORNER M CONNECTION DETAIL ,4 WALL TO RIM JOIST �z ernu ta LE ae PREMIER PORTABLE BUILDINGS n> EnsT sort luc aan saml rumx, tx xx> �m..>»ws wnsaMwnmus.w ,a+eo, o6cevmx wn ,s TOP PLATE SPLICE DETAIL SPL ,<ICE CONNECDON DETAIL A-2 PSI Approval 2018-05-05 _ Psi ILI ldlm b_P¢BQ•f aar aa`r•'�+W4w rN ®n�e�w, fat a®uvaws _ vv 'POR11 �� aev im a v __ OPTIONAL BLDG. SKID BLDG. SKID TOP R OPTIONAL TOP It J ISOMETRIC DETAIL i11SOMETRIC DETAIL CONNECTION DETAIL a CONNECTION DETAIL A-Jw•J , 7r•rd ,,� �a R.,� ✓raw l:�m �m m'mrm r,mr w� mn -— WINDOW DOOR D OOR DOOR A>se—Td A TRUSS DETAIL + HEADER DETAIL HEADER DETAIL HEADER DETAIL a HEADER Omit. u GUSSET DETAIL w vr-,d a A-J r-fd rJ A -A u ur-, DQU FlAWM STOP DM RORA-B9STREET YE e 3082 NE YLIN 70 OCAIA FL 34470 LCFIED BARN waam 17ib1 R7AIJ tir DON VAN GERVE, P.E. YB)B-91Ji869 vc� wnav��. w w aa..am wv'�w ai, v.%�w a,snumv �.am wa,m ow�w:i oilu ®N4RWiMOEA��6�Mo�tb WINDOW WINDOW HEADER + SILL DETAIL I+ WITHOUT STRAP DETAIL -] M] ° ENDWALL HEADER DETAIL HEADER DETAIL I! METAL ROOFING SCREW PATTERN aomsc.m �me PREMIER PORTABLE BUIDNGS JI7MMI M S f M .=7 EOIPQIIWJ019X5.W 116 A-3 i>,���/AIM111111n1 M..'. lill i111_illllll;Clifllll� - I�1�1tI�1111lIN��INI `ar® i1FL00R FRAMING PLAN .y we ywYP dim Yuer0 �ZENDW* ELEVATION y Z VrvYu' OPRONAL PORCH e SECTION DETAIL Iy WL N'-r y' PSI Approval 2018-05-05 i1FL00R FRAMING PLAN YI e.•.VM1Ya �nvAN IWW11W Ili � � � I I u �11 y III I i III I III' II I I illl III IIII � I illli I lull. I IIII I I �11I bill l Illlll l II'i' ��n SIDEWALL ELEVATION ��aa ( IPOST TO RIM JOIST DETAIL M -Kti9 LOFTED EARN CPIICWI NS)1 NNA YLICM k IYWS ® AN�flAivu®°mm�I�R O0EMIER PORTABLE BUL WG PREMIER PoR BOLDING$ �n F� srvE we ann minx M ml, m =? nl.aanrrPinmmsw n A4 i1HEIJX ANCHOR DETAIL A -I UEL1l .ff - rtav OFLOBR FRAMING PLAN A-1 x•cv'.,r mmxx6wl GROUND ANCHOR SCHEDUTE NODE t PART A DES IPTON SIAff vme78 Woro/smal Ie,sE an •/Ul a'Im¢ w WOW4 SYffi/59A1 ®.Y�./I1I O'il1G w BSW/• 5M@6 1Y • 3F aw ./ (j31 1fIG w .12G %2U 34'aN'�•/(Q •'MYS!(II B'IfIQ w W. YN$ AF RI]Ql-N tN'./(316'1016 4 WA 59w5 2K A.]tlf-Ict3P./(pCrev w 1W1 save rrt3F./(OTwm M WA xola c3buvm mX3: ./U7 e-W3tt +e OPTIONAL Pa SCHEDULE E FOR AL WIND SPEEDS ANL1 EXPOSURES BUILDING WIDTH NUMBER OF PADS BY LENGTH UNDER EACH SKID Q=L JZ-: ].4-0: TD,_0• ]D•-0• 2-L 22,-0• ZL-1 2L-:L ZL-r Ii._0. 32•-0• x,-o• M!=Q: A_0. 40-: 0'4 J J J J J4 1 4 9/x WA WA N/A Wx x/A WA W1 IVQ ] ] ] • • 4 1 5 3 5 3 x/A WA WA WA WA 3 ] 3 ] 3 3 3 1 4 1 M/A WA WA WA IY-Y 3 2 3 ] 3 ] ] 3 4 1 4 4 1 • WA WA 11'4 2 3 3 3 3 3 3 • • 1 1 • • 3 5 5 I(-0' 2 3 3 3 3 ] 3 • • 1 4 1 5 5 3 5 ANMING FOR 180m h VEND SPEED U ' NUMBER OF ANCHORS EACH SIDE WALL WIDTH MAX SPACNG OVERTURN 10-0 12-0 14-0 16-0 18-0 2Lk 2Z9_ 2i-0_ 21=0: 2L-.Q- JO-O 32-0 Sa-D 36 0 3e-0 40--0 W-0 31s 5 5 0 3 3 0 e f ID ID Il 12 12 n 11 14 1V4 ] 3 6 b ) a a 9 1. 1A 11 n n 13 14 a 15 11'-Y 390 4 5 a 1 2 2 0 a 9 9 1D 10 11 11 12 IY4 lbl 1 • 5 5 1 0 7 2 a A A a Is 15 11 it 1•'4 1.. { • 5 5 6 1 7 7 • 9 9 9 ID ib 11 11 164 4,11 { 4 5 5 0 8 1 7 a 0 9 9 10 15 II 11 ffiMDEU-EQfL 1D0 moh WIND SPEED EXPOSURE 'C' - 5/e' ANCHOR DOLT NUMBER OF ANCHORS FADH SIDE WALL VRDTH MAX. SPPDMG OVERTURN 10,-0• ]2_D' 14i0: 16 0 d@=4: 29S 2Z0' 24' 9' ZEE 29-D: 30 0: 2-k �2 ;3.6_'-_D' L Q 94 ABI • • 5 5 5 6 6 7 1 a 0 a 9 9 15 10 IUQ AP 4 1 5 5 1 1 3 7 0 0 a A 9 10 ID 11 if-Y 581 3 • 1 s s s 0 e b 7 7 7 e 9 0 IY-0 38H 3 • • • 5 5 5 1 1 6 7 7 7 0 1 0 IfJ/ flbl ] ] • • 1 3 5 5 1 6 6 7 7 7 a 0 16'4 81J J 3 4 { 4 5 5 5 1 0 6 7 7 3 1 0 1-11 �f i .A Sb16f9am1 I Y • Pno oL1EvLs N TLRAW11WH7wl; ANCHORING FOR SHEDS FASRWA 9]RMF / M t V4 ® I—TUNTFDEAc1®mxvzmlSGURIONS � 3ANYiS ihD14N0 AAC PREMIER PORTABLE BURDMGS 317 m SME UK DG10 mNM FILM =7 Ila1.(laYYLS A-1