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STRUCTURAL SHEATHING SEE PLAN AND <br />DETAILS FOR ATT7A�HME <br />PRE-ENGINEERED <br />1 1/2' WOOD TRUSSES <br />'/2' <br />AT 24* O.C. MAX <br />HME <br />NT <br />- OR <br />2x RI ON BOARD <br />2x BLOCKING AT ATTACHBBD TO TRUSS <br />SHEATHING EDGES .1 (3) W (3) 1 Od RAILS, 24" <br />8d NAILS INTO TRUSS O.C. CENTER MAX. <br />CONTINUOUS PACING <br />STRUCTURAL SHEATHING CONTINUOUS S RUCTURAL <br />I <br />NAIL PER TYPICAL SHEATHIN NAILPER <br />G DE_rAJL <br />SHEATHING DETAIL TYPICAL SHEATHING DETAIL <br />�LTRUSS TYP <br />ANCH`0PR PER PLAN TYPICAL TRUSS <br />I DETAIL AT TRUSS HEEL � 9 111 1 ANCHOR PER PLAN <br />Fwk <br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS <br />SPECIFIC TRUSS PROFILE INFORMATION. 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S (2) SDWCJ 5600 (2) SDWC15600 (2) SDWC1560WO <br />WX7PMRU�FENRUMI&MIUKATM8 SDWCI <br />=111111MINVISILWOMONIMBIWA&MIP, <br />(2) ID (2) <br />E G I ANG OVERr. <br />PER LAN <br />OV <br />PEF LAN <br />'-1 114)' 1/2�1" 11-11 t111-11.1 <br />OVERHANG OVERHANG OVERHANG OVERHANG OVERHANG <br />PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN <br />112`1 31W 3/4"-1 1/4* 311 112'71V 2"7/8' <br />NWOMOMFAr.=A 91010111CMIRM701 11111MIMOMFIRFAMA DMILEVAC:01RIAR901 WWOMCMIR1110=11 <br />"NamwMam psamwIlimq PMWVR=nq 1ATMOMOTUWAMPTOTOPPLATE <br />1161111111111111=1WPLATENT071181111AFIER 11IMMOTOPRAIM <br />ixurim <br />TRUSMWR TO DOUBLE TOP PLATE SCREW CONNEMS <br />FIX 020 <br />11/01/2023 <br />CONTINUOUS A T CONT. 2X4 �/ (2) <br />CONT. 2X4 (MIN) S RUCTURAL 12d NAILS <br />(2) 1 Dd NkLS SHEATHING PER PLAN STRUCTURTAL <br />STRUCTURAL <br />SHEATHING, SEE SHEATHING PER PLAN <br />PLAN FOR 0 �=lA <br />2X4 OUTRIGGER AT 24' SEE REOUIRED <br />ATTACHMENT TLC S1. BRACING PER TRUSS <br />OVERHANGS GREA am" <br />To U <br />1 Dd TOENAILS (2) A35 EA. ATTACH GABLE DROPPED TOP CHORD OUTRIGGER TO MANUFACTURER <br />To 0 7 <br />S. D.C. TRUSS HORIZONTAL BRACE, TYP TRUSS CONNECTOR PER PLAN TRUSS W (3)l Od IYAUIMER�ArNrOfl <br />TOP PLATE 0 S, TOENAILS <br />ONE EA. SIDE STRUCTURAL Awliammupmw VANWOMM(I)IMIATWIMMOMATE1,91111f <br />LO Top P T <br />A NG 1A E <br />WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN D PPED TOP GABLE w/ OUTRIGGERS <br />PER PLAN WOOD 2X4 BLOCKING (9) CONT. 2X4 (MIN.) wl , REDD AT 170 MPH OR GREATER 0XVAI(MINKII <br />EDGE NAILING <br />SHEATHING EDGE <br />(2) 10d NAILS <br />JNG AND <br />IN UEU OF BLOCK <br />.1 (2) 10d C& EA. <br />EDGE NAILING SHOWN <br />ENDTOADJACENT <br />TRUSS WEB <br />2X4 LADDER FRAMING AT <br />24' D.C. REO'D AT <br />WITHIN THE GABLE, IT IS <br />(OR BOTTOM <br />OVERHANGS UP TO 15" <br />ACCEPTABLE TO USE <br />CHORD NAILING <br />I <br />ATTACH TO TRU S T'OP <br />"EDGE NAIL SPACING TO <br />AS SHOWN) <br />CHORD w/ (2) 1 &S NMLS <br />BOTTOM CHORD OF TRUSS <br />AT 16' <br />TO TRANSFEgRELOAD. <br />2)(4 BLOCKING @ <br />GABLE TRU­ w/ <br />TT NAIL <br />TOE -NAIL <br />SHEATHING EDGE wl <br />VERTICAL WEBS AS <br />EDGE NAILING <br />(2) 10d 9 EA. END <br />NOTED IN THE <br />SHEATHING <br />TO ADJACENT STUD <br />FRAMING SHEET <br />131 1 Od NAILS <br />SPLICED SHEATHING <br />131 1 Od NAILS <br />TRUSS NOTES <br />— PERMANEKITTRUSS <br />BRACING PER TRUSS <br />MANUFACTURER@ 10'-0' <br />MAX. SPACING. <br />(1) ADDITIONAL FLAT ZX4 <br />WITH BLOCKING <br />EXTENDING A MIN. OF (3) <br />TRUSS SAYS PLACED <br />BETWEEN PERMANENT <br />TRUSS BRACING <br />(RESU <br />EA. TRUSS LTING IN 5-0'MAX <br />A *ZRDEA.TRUSS C� NAIL BOTTOM CHORD PROYMBIRPIATEld 10- <br />OF GABLE TRU S * VAX 1# 3 W FL WM L, OVERALL BRACING) <br />l2d'� AT 4�. C. <br />NRY BLOC JNG BETWEEN <br />35 A35 —OKLWEL1181111,0111111081191111PERRK FIRST 3 BAYS OF <br />SEE PLAN FOR FRAMING TO <br />A,A MOOD) ATTACHMENT OF ALL PERMANENT BRACING <br />M%i STRUCTI w/ 10d C& 4"O.C. <br />- *\ GMLE END TRUSS BRACING DETAIL 11/01/2023 <br />R09 <br />NOT TO SCALE RWM_M <br />STRUCTURAL <br />SHEATHING PER PLAN <br />CONT. 2X4 W (2) <br />FERFLM <br />kk <br />12d NAILS <br />FOE <br />SEE REOUIRED <br />T <br />BRACING PER TRU S <br />MANUFACTURESR <br />Willem <br />Ks <br />WFAUMMI113 <br />111111MIlln <br />1 <br />1 2 <br />1 3 <br />SPIRE <br />7XVINES)KAM <br />Namsoaffm M <br />IF or, <br />r x <br />for, <br />OR <br />aLlIxw <br />11LEWIPMMUKAM <br />OR <br />FNRRILD III <br />f 0ja <br />four <br />for <br />NEIAL WVMPAIMSE911116 <br />NOU <br />I.LMSMOFOBTMMBEPOPBUJDiPAMTLMBORNMnPM <br />LS)GEMMKWAPPLOOOEROMENDUdORRM <br />&FASrMMM32U3AREEDAMID%OFTCrALHMEWK�TMWFROMWEW <br />XWCEUM-IMKOWDE�=-,rMKWWEEHOUSE-9ZXWWDEWZ-NZ3E <br />BLOCKING AS REOUIRED <br />FOR BRACING BY TRUSS <br />MANUFACTURER. <br />SEE REQUIRED <br />BRACING PER TRUSS <br />ANUFACTURER <br />A -A <br />(,e. BSCI REC'MTS) <br />VALAMERRIIIIIINIffNIX11=19 VAIIIISMATROWI)ILYATILOATSIEWT101INUM MLOST1070 <br />WHIISMIA131111INtr,K11011117111211 UMATf0tWOLNW11111INIINSUCKRUNNEIM <br />Topom.fMINKSawat <br />BMW <br />0011110FORM <br />&EWMUQS"Mlf#UIEOPEVA'VWNIDAPiAMffDKMWKWa$ <br />I" MI -OWN711191111IMATtallf <br />WOMMMMMMMTIEROM�MWIIIIIIERM40112hATEk <br />enoffimTOlHEUXMWKASMMGWBALODFEM=ffTdElE <br />3 MWWMWmffUOBTOEk'VBUWRHMIMAWOIEMOMORONE <br />UrFMIXIIIISM <br />FIERMFOR9110111181TO SEKALLT&MNOMMS=Iillhffr=NMCHTMMWTOPM <br />""Im""Momn WrOL <br />Nam <br />7MANM REBROBWOODTUBK24 <br />FERPLM otma <br />CMUIRLPERRM ROMPENICKIANOM <br />Mull"FE11FLAI <br />TLINAVO <br />&WTMHEAMTHING ATTACHMEW DIAGRAM PURNOFINMOPQ 11/01/2023 PRPLM <br />R;(;71 I o wKwomaimis FNMMPLM <br />--'\DUTCH HIP TRUSS BRACING DETAIL (BOSTON HIP) <br />11/01/2023 <br />RIO <br />NOT TO SCALE RWM_IG0 <br />Off.9ftfilgiKS <br />OAK <br />FAVA <br />PENDING) <br />91111CRK21011111116PERPLM <br />h&WOMBEINIME11,15M <br />WESBIW14*41EIL TM FLWHILW7W4#U1EffAT0ICKF <br />IiIIIIIII]IFORWOEM <br />WAIRIIIIIIIIIIIAM <br />[VERM09110 <br />KAM <br />STRUCTURAL GABLE END TRUSS DETAIL 11/0112023 <br />Rog NO;;. scAPHEATHED STRUCTURAL W RZ�� <br />COO Fi <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERINQ,;=.. <br />29349 <br />13 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />E BENJAMIN NIESE, PE_ <br />P.E.# 86025 <br />06/20/2024 <br />DATE <br />E <br />P <br />2- It <br />E, <br />M. 538 �b.m <br />E _x <br />Fiel&tone <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />C <br />—Z <br />z <br />> < <br />Z <br />0_4 <br />C'e) <br />0 <br />U <br />< <br />C4 <br />N <br />0 <br />7 <br />_j <br />01 <br />YRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />DETAILS - <br />ROOF <br />3 <br />SHEET # <br />OR% <br />,0,/ <br />S4.1 <br />