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STRUCTURAL SHEATHING SEE PLAN AND <br />DETAILS FOR ATTACHMENT <br />Mw Illalal6 PAM1 <br />PRE-ENGINEERED wpl♦ <br />11/Y WOOD TRUSSES w. wlfOCwiw11E mM1laRmmT 4°-11°H�4°-14• <br />AT 24.O.C. MAX .�l►wLI�wIEawMwl 1 11I1 // <br />3' <br />2a RIBBON BOARD yL2x BLOCION(' AT ATTACHED TO TRUSS <br />SHEATHNG EDGES w/ (3) W (3) 10d NAILS, 2 r 1 1 _ -�Sd NAILS INTO TRUSS Ir <br />O.C. CENTER MAX. 3/4' 3H'CONTINUOUS 14' +1- 114'STRUCTLRAL SHEATHINGSPACING a10�aM'Imla.mM1AY l���221 221/2'CONTINUOUS STRUCTURAL Ml�w{MEwiOAlEw.wlaa OuENAL PEA TYPICAL ���OPTIMAL OPTIMAL <br />SHEATHING NAIL PEASHEATHING DETAIL 22 1/2' TRUSS OR <br />TYPICAL TRUSS TYPICAL SHEATHING DETAIL <br />ANCHOR PEA PLAN DETAL AT TRUSS HEEL > 91H' TYPICAL TRUSS 1.17aammll� WmalK \ �L�� ~� "M 30° TRUSS OR 1,-W O� RAFTER TRUSS OR RAFTER TRUSS OR RAFTER <br />ANCHOR PER PLAN I*11.LI6�� �a�Mml� a RAFTS 1 (2) SDWCIS600 (2) SDWCISWO (2) SDWC15M <br />1g1E Nramlu arrlm a mLLIMal1�Im�MIal..imaW1 SDWC15600 <br />REFERSPECIT TRUSS ARCHITECTURAL <br />INFORMATION. DRAWINGS (I.s HEEL HEIGHTS, MANUFACTURER <br />FOR ®LAtiwlt>IM RMI m m m m m m <br />mAwILImIRm11IaM1 OVERRAN( OVERHANG OVERHANG OVERHANG OVERHANG <br />STRUCTURAL SHEATHING, SEE EaM10Ym� PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN <br />PLAN AND DETAILS FOR 1/Y-13/4' 3/4'-11H' 314'-11H' 12'.1' 111.1' 11-71.1 1/2'-7UY <br />ATTACH ENT mB��1�M'xOC �E�CraIY A mlEmcmmamM ImEtaC0almamA OmE�I>a1MIN�f mIE�CCtiYM141M <br />PRE-ENGIN <br />EERED WOOD R <br />TRUSSES AT 24' O.C. MAX (<wamlmM (wwAMmlmmA (.wMmlMallUq p�.161df1, wal®1pY11wlMBAl1� <br />rpl1N.�TallmlA� NalTil�I1d111EIID1�ffi mML1mIWAlImMD wIIL7mwIMRltml1107Mm1fw1 <br />TRUSS ANCHOR 1wMOalaRMl (�� TMMmiHI <br />PER PLAN NIOL�Mnm1 mwmamalLlmmw <br />o •a FASCIA. (SEE ARCH DWGS) o o I.,ICLLImmmL o <br />BOND BEAM <br />PER PLAN <br />DETAIL AT TYPICAL TRUSS �AlICL1MMatMIr <br />_ W HEEL < 91/4' r10 <br />n <br />E <br />1V�0H 1�M 11/01/2023 S <br />FW � 11/01I2023 ST_11PwM <br />IV LMALETOP RATE 171Atrr� 11/01/2023 <br />NOT r0 SCALE R;MWIO RW W-020 FI W~-030 <br />M1e'e.EBIxoL: <br />wWe <br />arlaa>rfLLu1 mmlxoc <br />mrlllw <br />IGTimml.Ml Im MFLM <br />fimaml <br />TIwm4RA <br />w�IMlMwrllw <br />am RmCImMm <br />IW"Bur ♦. <br />Ill <br />�a <br />me6Mt eru <br />---.-----.----- maaamnm <br />iIr11A1HMiQLLM4MlWQ7tl <br />viILIMllwmno <br />M=OMWULffRO 10 <br />PAMWOaNNLIVU <br />�11LRh717 tALLLI A�1 VfO1f1YIm 11/0112023 <br />NOT TO SCALE RWG-O60 <br />11Eo�OffaGrAw <br />wLA,111L1611R <br />POEMIMIMmm� <br />TMl111mA1w <br />IEaY®T�RxOC <br />mD�IBMMD <br />roeuE <br />/mrMmlul <br />rcwftn mmm <br />�IIREma <br />eF. <br />FNWA1WA=@NffiM8ff.W&Wk"11/01rm <br />NOT TO SCALE RWM-070 <br />CONTINUOUS CONT. 2X4 (MIN.) w/ STRUCTURAL <br />STRUCTURAL (2) 10d NAILS SHEATHING PER PLAN <br />SHEATHING, SEE <br />PLAN FOR 2X4 OUTRIGGER AT 2!' O.C. READ AT <br />ATTACHMENT OVERHANGS GREATER THAN 15. <br />10d TOENAILS ® ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO <br />(2) A35 @ EA TRUSS w/ (3)1 Od <br />g O.C. TRUSS TO W TYP TRUSS CONNECTOR PER PLAN <br />HORIZONTAL BRACE. <br />TOP PUTS ONE EA SIDE TOENAILS <br />WALL FRAMING ALONG Top PUTE STRUCTURAL DROPP®TOP GABLE 11� OUIF�IOO�H <br />PER �Ai,1 SHEATHING PER PLAN <br />WOOD 2X4 DLOCIONG ® CONT. 2X4 (MIN.) WREQD AT /70 MPH OR GREATER <br />EDGE NAILING SHEATHING EDGE (2) 10d NAILS <br />IN LIEU OF BLOCKING AND w/ (2) 1Od @ EA <br />EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT <br />WITHIN THE GABLE, IT IS TRUSS W� 24' O.C. REO'D AT BLOCKING AS REQUIRED <br />ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO I S'. FOR BRACING BY TRUSS <br />'EDGE NAIL SPACING TO CHORD NAILING ATTACH TO TRUSS TOP i' MANUFACTURER. <br />AS SHOWN) CHORD w/ (2) i6d NAILS <br />BOTTOM TRANSFER LOAD. AT 16.O.C. / <br />2X4 BLOCKING @ GABLE TRUSS w/ SEE REWIRED <br />TOE -NAIL SHEATHING EDGE w/ VERTICAL WEBS AS BRACING PER TRUSS <br />EDGE NAILING (2) tOd @ EA END NOTED IN THE MANUFACTURER <br />SHEATHING TO ADJACENT STUD FRAMING <br />SHEET (i.e. BSCI REQMRTS) <br />SPLILID QEAIMM TRUSS NOTES <br />(3) 10d NAILS @ (3) 1 Od NAILS @ <br />EA TRUSS CHORD EA TRUSS19M "I <br />CHORD <br />All A31 <br />AA MOOD) AA OMBONLYI <br />NAIL BOTTOM CHORD J <br />I.msPFl <br />OF GABLE TRUSS w/ <br />mr111fl1m. <br />12d§ AT 4' O.C. <br />I�OB� <br />MASONRY <br />aM1LNDI <br />10m~M <br />mew <br />SEE PLAN FOR <br />ATTACHMENT OF ALL <br />STRUCTURAL SHEATHING. <br />PERMANENT TRUSS <br />BRACING PER TRUSS <br />MANUFACTURER @ 104Y <br />MAX SPACING. <br />(1) ADDITIONAL FLAT 2X4 <br />WITH BLOCKING <br />EXTENDING A MIN. OF (3) <br />TRUSS BAYS RACED <br />BETWEEN PERMANENT <br />TRUSS BRACING <br />(RESULTING IN 5'-0' MAX. <br />OVERALL BRACING) <br />HORIZONTAL 2, <br />BLOCKING BETWEEN <br />FIRST 3 BAYS OF <br />FRAMING TO <br />PERMANENT BRACING <br />/ 10d (9,r O.C. <br />L71oLL oV IIILA7R7 WYRAIMI7 MLIAIL 11/01/2023 <br />nva <br />NOT TO SCALE RWM-090 <br />CONT. 2X4 W (2) <br />12d NAILS iM1M0wa7aMa11Ml <br />STRUCTURAL <br />SHEATHING PER PUN <br />SEE REQUIRED 7-- <br />•a.00aMi IfBI1M <br />BRACING PER TRUSS <br />MANUFACTURER <br />■HIMmMamRlfoC <br />I®IKMmmxtox � � sloomlrllwulmaullmu <br />aasrAwMm <br />�MRIM <br />!Ma)lAmtlrR# <br />m ounaR <br />Nsel/pwlaam•iMw J / fLmAommm1 t%UF <br />�IawYamrwlw J// Iwaa�wlMN:RfIt'wR <br />raemwwlxaaplwlloPr <br />amII11.MMI Aw1mEt <br />oRin aMm.R6aL <br />mUTw gi aEi rnatemwNrumLooN <br />��rpl L/1Ir� ��� /��pL � �a� � ILA �r I■mm <br />R09C ST1V1/11R111L{ MEW LfRh7R O AL 11/01/2= <br />NOT TO SC,�AIr�/R71L1WIYTR �7� RWG-09O <br />arnucruw <br />S•fllmE L S•fMmi T•LM>fE sr,unware�nw �� ara,wMewtmr �� <br />a C MJWIN <br /><(N, ! ,m wawa >�lfattYMa <br />a�elr/ Illy ��� <br />Rls <br />r a� <br />x <br />xNINE m <br />01 1�ew ® alINaea <br />x Mail � mEm <br />BMW � M 919E � li <br />Wee' <br />a��. aalAlralMA <br />.OFIiIm IU ---- 119FNemae �A■ ��a��111111i�wreea O <br />t•a� a �aa,��aa,_ <br />r r 111� O Fieldstone <br />Mmlamlmm YMIIUK Na®mllxaa III INK.IBC come <br />IN <br />immmlL®smw M1rwr R70 R13 '.„=:-.O.A.# ARCHITECURE: <br />a Nam W roc roc Roc <br />M wrlrmlmm AA26002802 - <br />ummwm iDum m mA awmnn C.O.E.# ENGINEERING: <br />amEwlsMawmal.mummummm 29349 <br />' n�Ia>E°F10R.ena.iwLOEfn� �E a 0 IBRAHEM ELAYEB, PE <br />R11 RD WIMATROW 1mulxwrxl:q „ro,n923 P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />RWG-110 P.E.# 86025 <br />05/06/2024 <br />DATE <br />�♦ _ �GE1N�a9_% <br />i <br />.r No.860 <br />Q 8TAT F <br />p4OR190' <br />ci <br />'1�//11111111� <br />Mlddpan <br />3400 Auburn Rd <br />Suite 200 <br />Aubum 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.holdstoneae.com <br />00 <br />M <br />O <br />Z <br />Cy <br />1•�•11 <br />w <br />W <br />W <br />O <br />L7., <br />C� <br />O <br />LULU <br />-� <br />LU <br />U <br />L7 <br />W <br />W <br />— <br />n <br />N <br />O�// <br />fil <br />r <br />L <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />DETAILS - <br />ROOF <br />SHEET Rr <br />S4.1 <br />J <br />