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STRUCTURAL SHEATHING, SEE PLAN AND <br />DETAILS FOR ATTACHMENT <br />11/2' PRE-ENGINEERED <br />WOOD TRUSSES <br />AT 24' O.C. MAX <br />.OR- <br />2x BLOCgNG AT 2x RIBBON BOARD <br />SHEATHING EDGES w/ (31 ATTACHED TO TRUSS <br />Btl NAILS INTO TRUSS w/ (31 tOd NAILS. 2X <br />CONTINUOUS O.C. CENTER MAX <br />STRUCTURAL SHEATHING SPACING <br />NAIL PER TYPICAL CONTINUOUS STRUCTURAL <br />SHEATHING DETAIL SHEATHING NAIL PER <br />TYPICAL SHEATHING DETAIL <br />TYPICAL TRUSS TYPICAL TRUSS <br />ANCFIOR PER RAN DETAIL AT TRUSS HEEL > 91µ' AN PER PLAN <br />NOM <br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE INFORMATION. (I... HEEL HEIGHTS, SLOPE, OVERHANGS) <br />STRUCTURAL SHEATHING. SEE <br />PLAN AND DETAILS FOR <br />ATTACHMENT <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24' O.C. MAX. <br />TRUSS ANCHOR <br />PER PLAN <br />a-Q FASCIA, (SEE ARCH DWGS) <br />BOND BEAM <br />PER PLAN <br />DETAIL AT TYPICAL TRUSS <br />w/ HEEL < 9 1/4- <br />RU1 ROOFTAUSSON IIYM71AN11 11/01/2023 <br />NOT TO SCALE RWM-01O <br />rusears�roe <br />ruse <br />rLrlwsaLltR flaeprlle <br />wrAw <br />wslEllalw <br />aLeowlElu <br />samwlrw <br />rD�ti11, <br />taEclill r <br />ILM plwcwrrw <br />aMIDIm!'" <br />!A <br />E <br />MlaelaERewix <br />i1rAR�lr rUB1w�RAMlr01 <br />rlErArNrwf <br />aaGwrMIB'ErIMlON <br />RRarruaurre <br />oaEllaelalarlawawln <br />IETrrIaRRmEDI <br />fMmRawtiEllNlm <br />N9mIORbmf <br />� IEIw®E'.m <br />Ti1�RraGRa <br />aflalOaMRFID®A1EIr <br />Aww►rroasrn <br />RRrr <br />faEuatRaLraaaeRFrrla <br />FEtraasllFRtwa <br />wRArM J Iaraals <br />EOIRiI�>IM RM <br />lMElrEaw�EtiERd <br />EAMORmIrR <br />IE�wt�RreG <br />1S1111=11IEMI <br />IMr1EMl <br />mpitimoom =imi7 tniiiiRaa <br />IE1rCLMAMErL <br />ERRIrOLIErll4<IM <br />TRUSS ON FTIA M <br />eLllaaFRRxoerpr lfa\TaEMatf~ <br />100EfESATrM �MIORmI� <br />IEeIr®�rsaroe <br />w1wIlEME1 <br />nmr[ <br />DIwMIELUa <br />rauwL,EEIUIIUIer I®fIRLlaofa <br />8WMI MAW C IMPMR1i EV. WAl WF$IfAll) 11/01/2023 <br />NOT TO SCALE RWM-070 <br />lwmx LaW MPIM <br />IEwlw ummroe <br />NtiwllaPal <br />fnRw,Eiltal � MrawlEMl <br />lurseF. <br />R06 T1IUSS V/riG1 �I VfQI RYrBL 11/01/2023 R08 ffiM@PffBWMBKWlWk" <br />1,/o1/2023 <br />NOT TO SCALERWG-090 NOT TO SCALE RYMI-OBO <br />v.nwm <br />w <br />! <br />r•MMw <br />rrR �* <br />S-MIRE <br />ION <br />O <br />\ O <br />_ -slum <br />M1Em <br />! <br />FF <br />NMHP FT <br />WE <br />H <br />lmMRw <br />ru <br />mFEasaE <br />NwfRR <br />1 <br />! <br />! <br />tiRRllla®a6rlFa <br />FaraEs�arfan A <br />rat <br />raG <br />f(ffi <br />E <br />wwr <br />1CIRf/EwLIwFa <br />O <br />FaEIlf p <br />fa6 <br />'WI <br />f(M. <br />ML MTRaIa®w <br />M <br />LL==CF MEIN lD1 NMI BMK <br />LmEarosaaRnsasfEELlBwuanrlE <br />INrMRLE:ILol�raaEtoMlFtooLxomeF�MaorolErinLovEE <br />•FIEF. f w f it �. f wEMFIaE.Iwf �IEE. f� <br />MR� <br />IurErEenoEserfw.wLeawaesfeeaf <br />m <br />a Dratral <br />MwMaI�MEl�wL111A <br />\ rllfM alEwL <br />a <br />�alla�EI�MYL <br />a fwlrMlwaS1�NORMwa�a <br />�IEll�awlallL <br />11/01/2023 <br />RW W-020 <br />1'-14°H M4°-14° <br />3 4' 3/'r <br />zz1/r ntrr <br />OPTIMAL OPTIMAL <br />221/2' TRUSS OR <br />0° AW <br />TRUSS OR Acf OPT RAFTER TRUSS OR RAFTER TRUSS OR RAFTER <br />(2) SDWC155W (2) SDWC15800 (2) SDWC1 SWO <br />SoWC15B00 <br />m m m m m m m <br />OVERHANG OVERFRANO OVERHANG OVERHUINC• <br />PER PLAN PER PLAN PER PLAN PER PLAN PER PUW <br />12'-13/1' 3µ'-11H• 3/4'-11/4• tr1'-1' 1PY-1' lf2'-7/S 1/C-"S. <br />wEw¢mnluL RA REEtrretcalaaEEf wEaamRluEOIA faREfRROMEaBalf wfEElr:taEflFMf <br />(wlww a nq (YNEmwfll� Q awpYRlq IEata�Erlaralq tNEIENIOEIN1�IfaEBrlltAE <br />DafLLrf>MWREw71wH MaLrafuEmluEwMRFRRE lML11rIlEtirltlEalD tRfuraalElLrlurEwrrrwFa <br />FIM7UIf1R IGn M DOUBLE IK PLATE SNWC NLVIMM7 <br />CONTINUOUS CONT. 2X4 (MIN.) w/ STRUCTURAL <br />STRUCTURAL (2) 1 Od NAILS SHEATHING PER PLAN <br />SHEATHING. SEE <br />PUN FOR 21(4 OUTRIGGER AT 24' O.C. REOD AT <br />ATTACHM� OVERHANGS GREATER THAN 1S. <br />11. TOENAILS ® (� A35 ®� ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO <br />S O.C. TRUSS TO HORIZONTAL BRACE, w/ TYP TRUSS CONNECTOR PEA PLAN TRUSS w/ (3)10d <br />TOP PLATE ONE EA. SIDE TOENAILS <br />WALL FRAMING ALONG TOP PLATE SHEATHING PER Rµ DROPPED TOP GABLE w/ OUTS <br />PER PLAN <br />WOOD 2X1 BLOCgNG ® CONT. yu (MIN.)./ REOD AT 170 MPH OR GREATER <br />EDGE NAILING <br />Od <br />SHEATHING EDGE <br />(21 1 Od NAILS <br />w/ (2) 10d W EA. <br />IN LIEU OF BLOCIONG AND <br />NG AND <br />END TO ADJACENT <br />2X4 LADDER FRAMING AT <br />EDGE NAIUNC <br />EDGE <br />TRUSS WEB <br />24' O.C. REOD AT <br />THE GABLE, IT IS <br />(OR BOTTOM <br />OVERHANGS UP TO 14. <br />TO <br />ACCEPTABLE TO USE <br />ACCEPTABLE <br />CHORD NAILING <br />ATTACH TO TRUSS TOP <br />'EDGE NAIL SPATO <br />AS SHOWN) <br />CHORD w/ 121 tSd NAILS <br />BOTTOM CHORD OF TRUSS <br />AT 1S O.C. <br />TO TRANSFER LOAD. <br />2X4 BLOCIONG W <br />GABLE TRUSS w/ <br />TOE -NAIL <br />SHEATHING EDGE w/ <br />VERTICAL WEBS AS <br />VERTICAL <br />EDGE NAIUNG <br />(2) 10d ® EA. END <br />NOTED IN THE <br />SHEATHING <br />TO ADJACENT STIR) <br />FRAMING SHEET A A <br />Ml1C® EEATHM <br />NAILS <br />TRUSS NOTES <br />PERMANENT TRUSS <br />BRACING PER TRUSS <br />MANUFACTURER ® 1I-0• <br />MAX. SPACING <br />(1) ADDITIONAL FIAT 2X4BLOCKINGWITH BLOCKING <br />EXTENDING A MIN. OF (3) <br />TRUSS BAYS PLACED <br />PERMANENT <br />(3) 10d NAILS a(31 1 ® _ BRACI <br />EA. TRUSS CHORD EA. TRUSS CHORD (RESULTING IN S-0' MAX. <br />NAIL BOTTOM CHORD .. 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ULRM n1YR�Emia®iokmn <br />L QINMwEw1011fTiall <br />FlBamwlN> Fm(wGBEIMgU a F6 IORIO OM <br />S <br />WIN ATTAfi11YBIf DIA" 0wDIIIFrrFeF9 11/01no23 R13 �T=' 'f W FeAR <br />11/01/2023 <br />RWC110 NOT TO SCALE RWM.13D <br />BLOCIONG AS REQUIRED <br />FOR BRACING BY TRUSS <br />MANUFACTURER. <br />/ <br />SEE REOUIFED <br />BRACING PER TRUSS <br />MANUFACTURER <br />A <br />(i.e. BSCI REOMTS) <br />11/01r"3 <br />RWM-090 <br />OHO Fieldstone <br />C.O.A-# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 G <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/06/2024 <br />DATE <br />1yO1rz023 <br />RWw-030 <br />NO. aov y —_ <br />Q Sw OF *; - <br />��� •. ��ORIDOa••' �?�� <br />S v <br />4� � 6acie6=b <br />��a�Ri�65Tb\SE�B <br />�Shcf�g-35 <br />B,avEg�• <br />3 e6.262 Ya�ifi�E o: <br />4 oF66p2eb <br />8i•.eALbs6s✓, <br />Mlchipan <br />3400 Aubum Rd <br />Suite 200 <br />Aubum Hills, MI 48326 <br />+1 248.622.4035 <br />Flo1lda <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.Neldstoneae.com <br />M <br />F <br />O <br />L <br />Y <br />O <br />in <br />z <br />,..,I <br />LU <br />Lu <br />{0 <br />cn <br />w <br />W <br />a <br />U <br />(7 <br />LU <br />c� <br />61w <br />N <br />cal <br />O <br />L J <br />DRAWN BY: FAE <br />VERSION: 5.0 <br />SHEET NAME <br />DETAILS - <br />ROOF <br />SHEET # <br />S4.11 <br />