|
UESI�fINOTES 4 "�$
<br /> mior..e�cr,r.ci,uc�cssuvccunuieoiHnnx M Y
<br /> OfiL1lAfEt:THiVEEEGIICAL.JL1fEUf'EN INe
<br />, REvIIIP.GMENTG O�TlIC 3�10 fLORIfJA 6UII till;f.
<br /> C'JGE�:.Y.E)-10 US�uO FLLJ'h'AUi E STRF^S oES�cUi
<br /> METIICi�OLOGv'l.1i��TNE G�iTER V..1S GUTLII:CD NCN�l�
<br /> GVIEHPL NO1F.i �
<br /> 1.THIi9�ECIFiC/.TI(1���US6EFHGESiG�1E0A�iD:�Nltf:i
<br /> fl�Hf:ICATE�IIIAGCGR�R1lCElMTI{T��EflECUIPFMFN1fiCf �
<br /> DESiGN STATENIEPJT intxowtLor�iun�ui4uiu�r,00ecoa�sEon�routsine ��
<br /> .' ..__—.'_'.—.._".____ ,'rse:,�wen:+ute¢,�e
<br /> iJf 1Ht HVH[
<br /> '()NIh4'OI SIfALLINVL"TI/�itAN'UC(111GtiHM fOALL
<br /> x � c t ., n C
<br /> • i� n'rn.-r�r.o[sicn '/
<br /> LUCRlFiU1L[I:NLCOUt/J.�tf�J:.lEHIS�VH.MM �III��
<br /> �nlTEal�5r.O�IU i�GtFTEOIICv�IH 1.1aY IiK uIF.E��U1110H1.t
<br /> THE RISER PANELS FOR ROOF SYSTEMS FORSHEDSARE MAIN WItdD FORCE �NS7NLLATION OF RISER PANS FOR SHEDS ROOFS& srtE_sscc��
<br /> 5 � .�LTEMISNOTFPPP,OVEUi(:MI�HCLCRS'I.U�LLIl.<Vhtl
<br />� RESISTING SYSTEMS(M.W.F.R.S.)AND COMPONENTS AND CLADDING IN MOBILE HOME_ROOF,OVERS INSTALLATIONS FOR FL 1793 FesisuHce nu;cvveuswai a�:umne�ronon�iuurr,e�e R
<br /> CONFORMANCE WITH THE FLORIDA BUILOING CODE BUILDING(F.B.C,B,)2D10 uvinnr,rserc
<br /> i AND ASCE�-10.SUCH SYSTEMS MUST BE OESIGNED USING LOADS FOR INSTALLING RISER PHNS FOR SHE05�UTILITY ROONIS.ANI1 MOBIE HOME V Nfi 33�ro'.iNCREnsC iN ALLOWnn�E EiRE55 Hns fJE Eu USE❑
<br /> IN lHE L'c51 af!OF TIIIS 5Y.`>I[M
<br /> COMPONENTSANDCLADDING.THISOESIGNUSESASCE740CHAPTER's0, HOOFOVERS. s ihc:.P.C�u1CCLEN(Lu[6ROfFEC�iR�FCRIM[FROJEpT
<br /> SECTION 30.5 PAR7 2:LOW RISE BUILDINGS(SIMPLIFIED)FOR AN ENCLOSED SUPhkSTFUCTUflElYIP1YdTGY.TM'3�[GIGY IS OSEG GHALL U2
<br /> 1.ATTACMING TO ENGIYEERED ALUfdINU1A FRAMING. hESf Jn:JNLE fOH THF i1REGPiTY 9F ni�SUFPwTiNG�Ui�TCES
<br /> LOWRISEBUILDINGWITHANINTERNALPRESSl1REOFCOEFPICIENTOF*!•18% �,pTTACk11NGTOWDOUFRAtdING,SHALLBEUIS.Y.PORC79,P.F 1VIH�SLESIGHV.HIOIISM�ILLBEGJfRqNFTF�LYiHC i�� �
<br /> ANDADEFLECTIONLIMITOFL(180 9.ATTACIIINGTOME7ALfRAMING-DIRECTCONTACTTOSTEELSHALLBE i'GHtAi�i�NGCOri1HACTOk � -
<br /> PRGVENTCD�YPA�NTINGOROYOTHERCATIIO�ICPRO'fECT10Nh1ETH0U5. h '��P�N«'SitESPtGIFICSbe�LEDENGiHE[HINDSHALL6F , _
<br /> It!'Oui�iEU i�l Of.U�ft 1)UGviAI C I�hU�A LGf��:,U_FlEC11UN5,OF
<br /> SHEDSAREGENERALI.YSMALLINSRGANDTNEMINIMUM"a"(EN�ZONE SNAt�SCOM1>ikLUMtHEIilIJNFnRIr;lEv}•ptqTIGNOFTHE ��_, �
<br /> WI�TH) IS 10°/a OF THE LEAST HORIZONTAL DIMENSION OR 0.4h,WHICHEVER IS A�REfER TO ENGINEERING FOR FRAMING OETAILS OF STRUGTl10.E, q��CW:a:,��aqr�TAD�ES�StEu IIE.tuN 51u1'.pG�ut _
<br /> 8.145TALLSTU�FRAbSINGFORPISEflPANWALLSACCORDINGTOENGINEERING PER�A.TTCO.CONI%.Cii1115EWGIt1EJ<fGR.1L1EkNAiEs'W'n1! 7 c
<br /> SP.IALLER,BUT NDT LESS THAN 4%OF THE LEAST HORIZONTAL DItdEN510N OR ca�cu.TJN:FSMAY dcREOUinEL' �
<br /> PLANSFORUTILITYSNEOSV1ALlSTABLES. � irfFCG�ITPnCTfvi��ALIitFFJVIArCOY5i0cRPO;iiiGLL ` -
<br /> NOT LESS THAN 3 FT. C.SUPPORT FRAMU�G SHOULO BE PERPENOICULSR TO TME OIRECTION THE
<br /> THEMINIMUMDESIGNPRESSURESFORTHISSYSTEMAREGIVENINASCE7-10 RISERPANSARERl1NNINGAN�SPACEDACCOR01tJGTOTHE�LLOWABLE ��rF��GLGAo�G1lWnitln!tU��NCGUTtIGfufeli[D1na.r�Y ,
<br /> SPANSFORTHERISERPAN6EINGUSE�. CIHCENTRaTFnLOnuSwHicNMA'IAU3TIFYGa,GTl.rtnlClcN �_
<br /> FIGURE 30.5-1 FOR EXPOSURE B,IN CONJUNCTION WITH VELOCITY PRHSSUR[ CHITEkIp TNIS0.f01ii0pAl Wn11 CRITEPI45fl4LLCCPROPERC!
<br /> COEFFIqENTS K�AND K,FOR EXPOSURE C AS GIVEN IN ASCE 7-10 TABLE U.AT EACH SUPPORT IIJ7EflSECTION THE 1-1l4"�83")x 1I"RISER PAN. q�U�YZED.iv n uC[tl5[D[NGWECR UP eer,�,,�eFo;.nr.��neci `�
<br /> 30.3-1.DUETOSMALLSI2EOFTYPICALSHEDS,THEDESIGNWINDPRESSURES a.SHALLBEFASTENEbTOALLALUh71NUfdOftPdETALFRA6llNGWRH e F�aBRiCnnONSM.LLBEiuqGCOP,D,�NCEeviiMaPaqpr[n I1 �
<br /> ���GCM"Otl F)�'$.IA.S. YAl3ft�CFiIOH A1ETH(�S 6T N'eTA�G U5�IILG�FP.O[]II�.i.T.T _
<br /> GIVEN ARE FOR ZONES 2 87 WITH AN EFFECTNE WIND AREA LESS THAN OR b.WHEN ATTALliItJG TO WOOD SIIPPORT BEA1d OR W00�PLqTES,SCREWS INEIP.CROVEITNU FRCILITT. (', i-
<br /> EQUALTO70FP EHALLMAVEAFlIINIMUMIMBEDMEtJTOF1" " +tLi.STEtIEhSTOtlEiYOkCREaTEHSn'�iHi.0E6U�1tE55 �J -
<br /> iEpGiHFRWi_E4/.STENERSSH/�ILBEr,�DMi�fA-FIqiED�4 � � �
<br /> C(RI:fJ51(JIJ.IVLS�::f�IJIMnTLIaInLi�lG�HALLI:UURLYWITM • _
<br /> THIS DESIGN IS FOR USE ON STRUC7UR[S UP TO 30 FT TALL IN EXPOSURE B •.acuFicRrir,us roa:wM+uum sieuciun�s�secnoe�ez i sr �, —
<br /> AND UP TO 15 FT TALL IN EXPOSURE C.FOR STRUCTURES EXCEEDING THESE "ANCHoas enSEoon iaa nirn wit+o v��ocrtv.Foa nicnEawitaoioNes,usE THEALULtiNUl.1?:'3JCU11CN,111C sauYu'�PUC+b�E FenERnt. LI._ �
<br /> THEFOLLOWINGFASTENERCOHVERSION:150hiPH=NiD.16DldPH=R12.1lUOR ST/,iE,n�IODRLOCFI.COJE9 _
<br /> PAR4METERSWINDLOA�SSHALLBECALCULATEDASASPEqFIC HiGHER=pt2. io COtlCPETEA.C110R5N�iED��ER�N51V.uBEE4;0E0UEGIG =
<br /> APPLICATION BY THE ENGINEER OF RECORD OR CONSULT WITH THIS �NCRTCKc[t CONCPcTE ONI+ir:suu s.��cor.ceErE Fr�cnues
<br /> PER M.11.IUfAGTURC'S RiCO.'.�Af ENOnTiGe15
<br /> ENGINEERFORACCEPTABLESITESPECIFICPANSPANLENGTHS. i meccnrac.r.*naisi.csaoNSia�rrou�suuteaumeMeeas
<br /> FKOA1 piSiIMIl4.R MALERIAL.'�TO VR[VL1JT LLFC,TkOLY;iI�,I!
<br /> ALL PRESSUREE ARE IN POUNDS PER SQUARE FC-ET PSF) ;VJfdRlUfn VER F.BG'140504
<br /> ( 1 ENGIt�EFP.;U�Ll.FFI[EDIIC-f1EVPt10nTE5Slf!UGIUI1i.L
<br /> LESMNa5S1�GYM0�:LT USEO�lMi55PCUFiCqilGt�pY � 3
<br /> �ONIHh.fW.,v�J IHUtM1:IFlE5G5nvE511nRldLE5Ui�115
<br /> C�IG:HcEhiGn�LLLOSISD.W.ICESIHCIUC�IIGIEGnLFEESL �� ;; ,
<br /> FPFELLAic fEc�Y.EL'llLili IG FP.J'.1lA:�1 E�'.IP.L FpE�tlf,pTCN.
<br /> GVSiEP1ERECii0116CG1..�'.TRUr�ilO��hH0.C11GE$tlEYUNUTW`.T �.L� 3 I,
<br /> WIIICN�a':FLL1Ut(IIIbYLGCP451nIkLFECtIil�LCOLE6} �l� �
<br /> FRGM GEV�FiI)tl:i OI�l lllu PIhN — �
<br /> t3 EYCEPTnSE%CI?E5.^.IYVHGVIDE11r1EREIN,NUnUO11Yla+.L -' I
<br /> CERT�FiCYfiONSGRAFFikF.:Ai�OHSf.HCItiIEl��EU ��� �
<br /> 1+ <LTEf?TTlfil:.^.��OIIIG`t15 NIGM�IGIVTING UH�IiMLV
<br /> AUPY.IH�J ttJ Tlfl.DOLIIt�E�li fRF t�Dl P�P.ntlTl E�41.IU
<br /> INVAUG4TF THIS LFPPFICAT�OII. �y f
<br /> ' �1 14 VA:�ELSiAVCTURRLGPGP[P,TICSGf-PIVEOFf.OtAAl110.(:n0
<br /> I_..i'` ` ) }J .�..ii�t..� .4•t�` �1��SSPRpPF.RTIFi ` ?
<br /> i i 0•AG 'J 1
<br /> �i i�.
<br /> � '1 (Y'u,�_ �' � Au, ' �� _
<br /> l. _�_ ___— ` L .,�u.F� ,; «.�.� j �'�"� <�:
<br /> "' — � ) ���"��i�� --J ���+
<br /> j ' � o � :�JC�Tie`.'7! ' " . "� :"
<br /> -11GG1111�1�[I�I`nYELepUF1LYCYArlU . � itG�SY�:•at"flFN:C�.EnI�NLYS��N:(.t�. _ .__� `�17J._ _ ' fv
<br /> '. .,�Z• �?.r�
<br /> i^ ' ' '- -- �� --- a —r., ;, —
<br /> - - - ��-------- -. . . 2as t;v.:�,&ti=.. -
<br /> Fd.S.E,F J?�.F:S -
<br /> ' � � SHEEf:
<br /> f
<br /> t
<br />
|