Loading...
HomeMy WebLinkAboutEngineering P R E 1VI I E R P ® R T A L E IJ I L D I N G S AREA APPRPAL 5TA1�5 S T A T E O F F L 0 R I D A ( 1 7 0 M P H ) W I N D S �� SHEEP LIST 1. M meKm191aL�n�lW 1FIiY,4 eLL[®16 mem6 _ SHEET NUMBER ' warm m u,SSaun,mr ro woa�e ex n[,Dec � r-' I > n<moanr ��r mnam�Rmsmnttm�oc �., C-1 COVER R SHEET,WIND LOADING RA k TABLE smas n x noc m m mrrne e.uf one mmuin l n(YN.E Mr ev SmrSmmlddYpOOE(A,lwunnoo aQ Msl[Q f..� k i LL m 511YL mR eN A[�M„DOeS SQ NYM M M A mOL W v. A_1 ANCHORING DETAILS& a �Ssm m a uemn Soi s�,Mara s«.m a.a,muuS eom m®u _ SCHEDULES a neffA r .. A-2 ANCHORING SPEC SHEETS Y. xaommaunan s,u iecstimon oum nAiwriamLLvem ar¢ .-,. 9 i � 4 1 ff� t� -^--"-f tit 1 �i �� a®o�N Smsna n M a m un moaaS u m m wma sr,im SK ImnelpR n LL SAm m mrz nnu0 m¢u nroa sw M arms I. SemamsmDemnn[vcun[Sa wmons.xeommxmmeAt PORTABLE BUILDINGS o e(1sS mns.9rl rR moID6ID uR n[raas"A n wmoWs se,u,amvru nn o,omnm aermn m¢[smomo � i mmusx a sr�mm Arr S®ma ro iH<�o�n In memm Dom m DS�CMgOLM09.4W Re�i®MOien[i\elHmac n N,n!eu[m wet H of[su�,r er M meb[m.W ed 99L ore¢LL emu same m¢a , n n[QINKm 1011,161mQf snu eu¢LL emeJm Oro ipJ®IDmWFI[D< '/• � WR 11a6i Y mml0e 5wLL 11®1 m wY fe LL IlenSlS Ali FIYMrt.Vml 1Cenl5 LipV Wm IW.�9t VIMS,m LL WIQ tlaGiE m 9sLTS ROWD WI M W[m wDV umt�m N/,®R U[d9.In FIO®9a11 H nL .moami a M coma comes amSom oo.r aasn o<x m tea®um,�mesa m Doom mct maven .mauv u�omumnmLLrm�eax .:a - - -- '� OCALA FLORIDA SHOP m Im.S¢Lr 9m LL enea m mS,,,en •�-w a u"`m1e rmm moms nm m mSmm sun m rmoc vr�xec sae nceec - - .r D&FLORA-BAST MFG io smmsueSmum eA,®mscmLLmsu:mnom - � _`:� � 3082 NE 24TH STREET Amn lNILLSWIm e9WleN6A�.M.mmnl{e ma16'®I `wouuam.oAen nnnoo m nmam,n = ';:e j OCAlA FL 34470 n oz coos moAnan sru¢asa®t m S`a ecru m SSYI IG1A[u s¢m - ANCHORING FOR SHEDS oc soot x dDC worn sou a Sm s A nv.auA marca WIND CHART WIND LOAD MAIN WIND FORCE PRESSURE DIAGRAMS mTx SNaT camw No>Fs 1 MWFRS 170 MPH EXP. 'C' DON VAN GERVE, P.E. . ss WORKING.0L b4t•!m P R 1 FACTOR M� PRESSUREsPLorin s eucruaaL�rxaxLm ACTT y t ! A 51-0 121 0.6 J2.2 15' sw L )t ALiEANATED6IGNSOLMOS Q 0 -109 131 0.6 -123 - © mn E -/&8 111 0.6 -JS6 IJ� t� 1 F -J19 1�7 0.8 -2xx EhT,7YMM S05M FRMM Rk ,Y,ii+..r r.ro+r,wre�a I ,����'{wgn�cay; 1. srloamo-,aasrmouar-a PREMIER PORTABLE BUILDINGS s m cox me-,fl¢a w.NY 1-A ryu SWfH FULTON,TN J&P57 J17 FAST STATE LINE ROAD t r�arr::+y ri3�i If1 1 i m asmi sal u,st r-,o x o.rww r1S�er.rrrw w � � a -�/ Qp � a o®neon Sloe eE�e no¢St a¢on memo a M1YM.PANCSUS N+dw°"ww wr.. a e / uvc ns eo gnat6 wn An me RBm OESoWm DATE BY wii?uao::yira sr Case A DAYS 1.1221 r/r' PROJECT NO.: 20205 LY wm ai: JH cm DC m ulmuR DESIGN ewO,r[[oa Vp,p Wnlmn 4ilLonvl w,L[IUKSA1A OTNR{1RUC(YA[5 " �•" OML N0.: Case B C-1 ��sGrONAaB�d��. 1 ofJ AREA FOR APPROVAL STAMPS ..am 4sm.+u II' .om./slm.0 III � �1a 9O0""x„��m � GROUND ANCHOR SCHEDULE K aAq — MODEL A .. N,'sv.ass avert we mr tilafln�.m I„y I DESCRIPTION i• me /tb PR1 'CLASS ( Y12H5/8 59080/59081 48•a W ROD./(1)6•HEV 4A ano-mim mn ,mrr mcwa(p r Ital au x sn 1a�aoa h,M or vot 0. I i� 1412143/4 5M/59M W.W ROD./(1)6•Haa 4A Y1127/4 59178 42'a 1i•ROD./(1)1•FF1R N Y'aar Ra 9R sml 11= 11 U1483/4 5m 48•.3'i•ROD./(2)4-HEUX 4A '- aa� Yf2H6{ 59250 3V,Jj'ROD./(1)4"HELM A(1)V HEM 4A II li I r II I N/A 59065 EYE NOW-48-X 3{-./(1)6-Hag 4A sm r,ra xao. tmv m cn a aato mmac a - xmr>m¢ sm�,,�anr.�oat t1� 4 moe rNn Aa wmw. N/A 59015 EYE ANCHOR-16•z 3:'./(I)6•HF1OI u L �Na®asacme Ao sn q 3XD1 A-, A-� L GEiH6 xae R otYL a R.aa a as A r>vr 4L,/+1 wl.mt■mtm, a .Was qr tmrto x.(O vet YBD7 MM 6O•X (1)T HEUX 40 a r Ra lK wm x/A sAwo EYE ANptlR w'x J:•./(O rr xnx 48 HELIX ANCHOR DETAIL 2 OPTIONAL ANC DETAIL �' BOOR FRAMING PLAN m „� ,� A-i mu:,-,n'-t-r wic o-,n'•r-r A-1 su�L In•.,•-r la�m sua mwxl •oa 91iaa A a�1aw na taorm a src ama Dm laala. OPTIONAL PAD SCHEDULE FOR ALL WIND SPEEDS AND EXPOSURES BUILDING WIDTH NUMBER OF PADS BY LENGTH UNDER EACH SKID 1 712�-zt 14 0 16 0 18 0 20--1Z2 14 0 16 0 18 0 20-0 22 0 24 0" 26 0 28 0 30 0 32 0 M0. 36�_�. 38 0 4 3 3 3 3 4 4 4 N/A N/A N/A N/A WA N/A N/A xjA T OCALA FLORIDA SHOP 10'-0• ] 3 3 4 4 4 4 5 6 5 5 N/A N/A N/A N/A N/A �, DBA FLORA-RMA MFG 3082 NE 24TH STREET 2 2 J 3 J S J 7 7 4 4 4 N/A N/A N/A N/A OCALA FL 34470 12'-0• 2 2 3 3 3 J 3 3 4 1 4 1 4 1 { 1 4 1 1 N/A N/A m W lROJFL'T.• " ANCHORING FOR SHEDS 11'-0• 2 3 3 3 3 s J 1 4 { 4 { 4 5 5 5 ,F 16'-0• 2 3 ] 7 3 3 3 4 4 4 4 4 5 5 5 5 ANCHORING FOR 160-170 M.P.H.WIND SPEED. EXPOSURE'C'-318'ANCHOR BOLT FA5TE78NO KHEDULE/WIND LOADING 1a.m5]om am BIN NUMBER OF ANCHORS EACH SIDE WALL { PAp DETAILS DON VAN GEM, P.E. m CII SPMAX.G A-I m,..,-,/r-r-r SPECIALTY STRUMRAL ENGNEER SPEA N 1 D'-0' 2- — 16 0� 18-0� 200 0_ 2� 4-0� 260 28-0� 30 0 322 0 44 0 3360 38-0� 40 0 6'-0• 6 3 3 4 4 4 5 5 5 6 6 6 7 7 7 8 8 ALTERTIATEDES�SBS ltl W-T 6 J J 4 4 4 5 5 5 6 6 6 7 7 7 8 8 wvaAawmmaat'wmaar Sv&W AWAVIM fW J J 3 4 4 4 4 S 5 S B 6 6 8 7 7 PREMIER PORTABLE BUILDINGS TA'-0• 7 3 3 S 4 1 4 4 5 5 5 6 6 6 6 7 7 317 FIST STATE LINE ROAD SOUTH FULTON,TN 38Y57 3 3 3 4 4 4 4 5 5 5 5 6 6 5 7 7 MYM.WiF]A�URIXNGSUS fff ANCHORING FOR 160-170 M.P.H.WIND SPEED. EXPOSURE'C'-5/8'ANCHOR BOLT R o�rtPHw WE NUMBER OF ANCHORS EACH SIDE WALL RUILOIN JmQIH �• SPACING 10_0' 12_O• 14-0" 16-0' 1e_0• 20_0' 22_0• 24-0' 2 2 3p_0• 32_0' 34_0• 36_0' 38_0• 40-0' wee 1.1221 OVERTURN PRI ECI Nm 20205 8 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 DPAWNG Of. JH CNX OF. m IV-0' 8 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 PAS NO.: it'-f 8 7 3 3 S 4 4 4 4 5 5 5 5 6 6 8 6 A-1 ' " FF�•: F� 1Y-w 10 2 3 3 3 3 J 1 1 / 4 1 3 5 5 5 5 1. '• �'� � i¢; g3,9Q aT.�T6 aC /� 14'-0 10 2 3 3 J ] ] 4 4 4 4 4 5 5 5 5 5 T•'q aN�$E�p 15-0- 10 2 J J 3 J J 4 1 4 1 1 5 5 5 5 5 2 of3 AREA FOR APPROVAL SDUWS d HP22-(6 thry 15) Mf'xxs',HPxx-T,NPxSB', SINGLE SLOT BUCKLE © ! FRAME CLAMP W/STRAP tom:-1._- •wg.laO' OCALA FLORIDA SHOP HP21{6 thru 15) t{ppg DBA FLORA-BAMA MFG Omv�,N�,-r.Nvx�9•,,mx+na,Nrm-la,Hvzi.ist :«wa.iW.ew 3082 NE 24TH STREET SINGLE BUCKLE •� ANCHOR OCALA FL 34470 W/STRAP =b h.. � � BOLT&NUT } Matra. ANCHORING FOR SHEDS ab PRODUCT CUT SHEETS .m 2114- ' HPS,S STRAP SEAL DON VAN GERVE, P.E. HP22 s� SPEIXTY STRUCTURAL Elow FRAME ry' /\;~ d =7ALLAT*N@18TR1101ON3 :e`.° '010� ,4116• Y.1av�q wbrom+e eae mqs CLAMP "�.� 6® .�. 1 woean.mlua. ••,z- � Noa��.-'� 1O� ALTE�TEBE�NSD�WTIDRS 1 i C� iew.u[aummmnor¢cw I PREMIER PORTABLE BUILDINGS 317 FAST STATE 187E ROAD SOUTH FULTON,TN 3W57 WW-W.PRE DERSUM:SUS RLVBON OEMWWN DATE RI WE 1.12.21 PROJECT NO- 20205 ORdWNC 1fC Jf1 CKK BY. END TWO ND.: A-2 F° YRNCfI-�� '9O e`O 3a3