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PSI APPROVAL 2018-01-18 Side'Mil Header Schedule(18OC3 End Wall HeaderSchedule(180C) <br /> i.=-, <br /> Building Width N!"21) -I�as�f-Wi i-1d.Tt r i 0- <br /> 114 ALUWNUM ROOF SHEATHING Sk:e: Fasteners,vif Strap (sach <br /> UP M 14'Mcf. <br /> 40'-0'UAX. I Max!Span Nj(b) (each and) <br /> 1-4'x4*, 0 3- 29YdS*Pni*&-F1Es+WiUrrber. <br /> b NJ-MOW oflack studs required to strapon each am <br /> frr(r S-S'XO.131'nags <br /> U, c.tald tat <br /> led val <br /> a.Tabulatt am lbrNo 2 gade Spruce-Pine-Fir Turriber. d No Jack studs.but aS stods laid lat. <br /> b.NJ-NLmber ofia d�, ked to Support each and. <br /> c.Window header for vvinda�openings did haw mom than SOO/combined stud mll above <br /> Rod b.Im-,'otherwis. .d;.r header schadl.. <br /> Of.See header detzil&lbr altarnate layouts,Le.2-2x4'or 4"x4'P.T. <br /> a 'rhe header cari be attac�Bd to the top plate and thus have the combined strangth <br /> TO EOOR,EAOM CODE NFO-Riv�TION <br /> equivaled and use the mWMum Span statecl. CODE VERSION �'-7----- I <br /> Or WANUFACIURER GUtOOR SREss <br /> BUILDING TYPE <br /> MCMDEWRL UWN MME <br /> WNSMUcrioti TYPE <br /> RIME s-v� <br /> BERRI, FIRE PROTECTION RO'If <br /> .1 FIRE SUPPRESM4 SYSTW <br /> .-2x4*.IR S I.)ge M.vi <br /> OR rw OccUPMr-Y SMAAcE <br /> US <br /> 41�- AlWWABLE�gUtfage,OF:.STORMS. <br /> *Aa%�Mw WBET*EE%--- <br /> SE-se 2* <br /> RASIC"SPEW <br /> END WA TRUSS I bETAIL SIDE WALL WINDOWS END WALLS WINDOWS & P —c <br /> 24'(I.C. OR nuuOi <br /> A-200—RS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" ENCLOSURE <br /> END va I WERNAI.PRESSURE COEFFICIM <br /> 17� <br /> IMPORTANCE FACTOR 1.15 <br /> F DEAD LOAD <br /> G*F.1. ROOF VVE LOAD <br /> OUTLET 3W OR 2500%M04T LOAD <br /> GAGE S-YARE k(C CABLE OR DEAD I= <br /> XES <br /> L If 11 Ir I I I ..' � FLOOR UVE LOAD M 751--12�MOPT. <br /> DESIGN PRE RE ALL WORK SOURCE 1. '-.'.�.1, <br /> ROOF ROOF FRAMIING SHALL COMPLV WIRIN DIAGRA� -R-RA704 OF WkM FLOOR,$iOOF WA <br /> 'IMULM PER BUILD= <br /> IWALLS/VCDRS/WINDOW�Sl+,32�51-29-21 S FLORIDA WIN PRIEVAILIM (OPTIONAL) MUMIGQM PRUTECIION USAGE <br /> NATIONAL BUILDING NO <br /> A NIM m -LI-�P'TRIc con-r-CODE, HURRICAM SHELIER USAGE NO <br /> vic*A. <br /> U-s.X�w OR I Y OF ZEPW�W41LLS a W="VAW soUIARE MMArX 171, OR UM <br /> U.%L DINANCIF <br /> RMSIONS <br /> r.r cM`U`R RE"co OEM REV DESCPJPTON DATE ErY <br /> "*ILL <br /> W—kc W MT8 <br /> z <br /> D�: <br /> X 12/12/17 <br /> LLL <br /> R I �ZA <br /> 2.4 M.0 OR F.". In L-j M.d.lf: <br /> 2C Q..Q WkC- 0 SS-8-180CRI <br /> YRH1 <br /> .4 SOM PUR U4. 'PI 0 ZE H* 15 U.1 <br /> p INER <br /> I'LARS ME Mor OF TIOR PM SET AND ARE <br /> to& <br /> F—7 RUMM MoAr."Ou ro:nic vie-CORIMMON <br /> -0j .%;E.% ....MINUAWN <br /> A35 STANDARD WALL DETAIL ROM' rRT&M%MM=90&.A 'CREIZOOM 11 'ZDE. <br /> 2� 'AN : " 'I<-M . Ert ARE�412 SM oscer <br /> -4 WITH DOOR WINDOW OPTIOMR CORBRUOUS LOAD 0 <br /> zr� M MAL 1"'"E"'M ARE V) OvER AM M Fr.*U VAYC AN W"Lq <br /> OF ism Ui= LLJ 6.GUMM'10 BE WAUVO ON-SM V MuRs niiij LOM <br /> ELQVATIOK-CROSS-SECTION ENQ EL -'F.- Mrs"OR <br /> MTH DOD LJ OODM <br /> T)TICAL ARCH FRAME 1. <br /> 7.Al WMO*S AND OOOZ ED Ta WLVVW SPOEncAr,MS <br /> E,BE BOB,mouRc Mr--RML WavauR; <br /> SRMS.W=M G-GROL M M'IEU,SUGAR!:c,EZE <br /> 1AUL1 Rum.",T'W <br /> Ita. v <br /> T & <br /> \'\'i. ............... <br /> n -0 <br /> %CENS,,' <br /> (2)Y.4 \' <br /> (2)Y.4- n.- <br /> % <br /> DOW- <br /> Uo nA, < <br /> R.T.24!'Oc. <br /> Opnowl.Eau- Is* STATE <br /> M.W XAF T&G MYSOM <br /> �4 ME Mn. 0 0 <br /> R1 <br /> .............. <br /> 3: <br /> I-, ...]L //I;,/()N A L <br /> 0 1 <br /> < <br /> L L-4, Lz�L L-J I L-7. 1) M-ttheYe T.13.1dVin P.E. <br /> vr�— <br /> F71,117i FI FVATInKI <br />