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STRUCTURAL SHEATHING, SEE PLAN AND <br />DETAILS FOR ATTACHMENT <br />112' PRE-ENGINEERED <br />WOOD TRUSSES <br />AT 24' O.C. MAX <br />-OR- <br />2x RIBBON BOARD <br />2x BLOCKING AT ATTACHED TO TRUSS <br />SHEATHING EDGES w/ 131 w/ 13) 10d NAXS, 24' <br />Sid NAILS INTO TRUSS O.C. CENTER MAX. <br />CONTINUOUS SPACING <br />STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL <br />NAIL PER TYPICAL SHEATHING NAIL PER <br />SHEATHING DETAIL TYPICAL SHEATHING DETAIL <br />TYPICAL TRUSS TYPICAL TRUSS <br />ANCHOR PER RAN DETAIL AT TRUSS HEEL > 91M ANCHOR PER pDAN <br />NOR@ <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-ENGINEQED WOOD <br />TRUSSES AT 24' O.C. MAX <br />TRUSS ANCHOR <br />PER PLAN <br />FASCIA. (SEE ARCH DWGS) <br />BOND BEAM <br />PER RAN <br />DETAIL AT TYPICAL TRUSS <br />HEEL < 9 1/4- <br />��NOT TO TW OM ayV 11rot/2023 <br />J-ALE RW010 <br />/� aLCET exw <br />Uwe <br />alf1MM.MRR Eaigli'm <br />MrIj1M1 <br />M#IaM <br />MMEI■M <br />iMOiMllw <br />#a4ELA <br />#a#rpr <br />LAM ARM# <br />ieaaMrm <br />iA <br />�a <br />rLBEtwasellC <br />iREM�eIilET1LKMlTOgMI <br />#rflrMq! <br />sni WULa7i io <br />�1TMV/laiL1 SE 01GT1FEY\ML 11/01/2023 <br />NOT TO SCALE RWGN160 <br />L1i10# <br />MIwiLM`�ILaaRfgRA <br />aEa SNUM-- E <br />IE1ffAafigEfl <br />a■MI■RM <br />IiagM�EMq <br />swltaieagr <br />IEaML®!ea <br />ti�E1fOLIR <br />awalaiHffl®AlLlir <br />�rw►1►ml:aar: <br />M# <br />OdEABq#lE4Eq <br />Ia1fOLaaMq# <br />IMlgla <br />#R#IE>Iw M <br />ELtalMwwEMq <br />#lIaYMO# <br />IEgI�IAaiE<:MOG <br />M< <br />1iADOMM <br />I MM <br />RaM1�Lplaa) Oaf101aL1IMlaMEMMa <br />IB1f11LaMEMEIaa <br />Ei -1 -maE41w <br />ROOF TRUSS ON FMIi M <br />usrarlEtfEsleroawialsalEviaa <br />qol anuesrigtaai•sHellraH <br />a IiY1Rl <br />CIral�wLalfL <br />�1111q <br />i <br />VISION �wn <br />a �Tld lMgilonppmE B <br />fal{MR <br />11/012023 <br />RWW-020 <br />4'-1rH M4•-1r <br />\\III /// � <br />3/4' 3/1' <br />+/- 1w +/- 1/4•+ + -� <br />22�1122 1t2° <br />OPTIMAL OFTIMAL <br />22 12• TR11SS OR <br />TRUSS OR Ad OPT RAFTER TRUSS OR RAFTER TRUSS OR RAFTER <br />30° RAFTER `r 1 <br />SDWC15600 \ (21 SDWC156W (2) SDWC1 SSW (2) SOWC1SM <br />OVEm m m m m m m m <br />PERHANG <br />PERHANG <br />OVERHANG PERFLANG PLAN OVERHANG <br />F'EH RAN PER _PLAN_� PER PLAN PER PLAN PER PLAN <br />12'-1 3/1' 3/4'-1 1/4' aw 1 1/w 12'-1' tYY-1' lit-7/e 12' Ir <br />g1EgC�U .YEgRm1Y�S MEEp.`�OIA lMaE#OalaNM11 fpaE#Inla.�f <br />(#aMIMPA I#fimma" Maq PUSOW NM MlalalMla�MTOIIAE <br />a 1a111..Ra1MIE111 XUWM iaL WRKEE11 mmlmmwwRAEM18 alaL1 WMEi81>�:il <br />1MMM111 <br />K H,�,tA 8 TO DM TM WE SSW COWETM <br />CONTINUOUS CONT. 2X4 (MIN.) W STRUCTURAL <br />STRUCTURAL (2) 10d NAILS SHEATHING PER PLAN <br />_ IMIa� SHEATHING. SEE <br />PLAN FOR i 1#iiMA# �Mggp7� ATTACHMENT=TO-P <br />2X4 OUTRIGGER AT 24'O.C.=AT <br />OVERHANGS GREATER TFIAM 15. <br />q��aaa I Od TOENAILS ®ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO <br />6 O.C. TRUSS TOw/ TW TRUSS CONNECTOR PER PLAN TRUSS w/ (3)10d <br />MialaMAa TOP PLATE TOENAILS <br />IMg1E WALL FRAMINGSTRUCTURAL <br />DROPPED TOP GABLE K/ OUTAIOGER3 <br />EATHING PER PLAN <br />fdIE14EMIaE[ HRH � RAN WOOD 2X4 BLOCKING ® CONT. 2X4 (MIN.) w/ REO'D AT 170 MPH OR GREATER <br />�. EDGE NAILING SHEATHING EDGE (2) 10d NAILS <br />�7!!� OfY1RIMR � NDN911i EXT. !!� � 11 /012023 <br />NOT TO SCALE RWM-070 <br />V.SM <br />Vialmum <br />#(* <br />1 <br />1� <br />0119E �c <br />80810111i ,�x,� <br />sffaM# <br />lw! <br />sIPnMMMUMs <br />KIN# <br />t <br />! <br />! <br />ffaill®afIME <br />IaBEBgMII'EI A <br />fah <br />eG <br />tot <br />EelwtLrtllLsaMEa <br />:6111 <br />Nam A <br />f08 <br />ff6 <br />aML, WMaM®M <br />La■ <br />LLIRAmw WEAEIiEml io7 ffiMNglix <br />LaEW M MM MMEMMEWCR� <br />LRM must wavy laRLHEEOIEMiSd1ETTMa6EE <br />t/wlaE •l�fEIEE •f M;fw1OE.fnE.EEE7ME •f>M <br />w/ (2) 10d IRA EA. <br />IN LIEU OF BLOCKING AND <br />END TO ADJACENT <br />2X4 LADDER FRAMING AT <br />EDGE NAILING SHOWN <br />TRUSS WEB <br />24' O.C. RE -OD AT <br />WTTHN THE GABLE, IT IS <br />(OR SOT TOM <br />OVERHANGS UP TO 15'. <br />ACCEPTABLE TO <br />CHORD NAILING <br />ATTACH TO TRUSS TOP <br />'EDGE NAIL SPACING T <br />SHOW"AS <br />CHORD (z) 16I NAILS <br />BOTTOM CHORD OF TRUSS <br />AT <br />SFER LOAD. <br />TO TRANSFER <br />2X4 BLOCKIN G ® <br />LASS w. <br />GABLE TRUSS / <br />TOE NAIL <br />SHEATHING EDGE w/ <br />VERTICAL WEBSAS <br />EDGE NAILING <br />(2) 10d 0 EA END <br />NOTED IN THE <br />SHEATHING <br />TO ADJACENT STUD <br />FRAMING SHEET <br />SLIM SHEATH MN <br />TRUSS NOTES <br />(31 1Od NAILS ® (3) 10d NAILS <br />EA. TRUSS CHIORD EA. TRUSS CFpRD <br />NAIL BOTTOM CFgFRD <br />O JI; <br />OF GABLE TRUSS 4. w/ <br />■ :� ;�, 12dt AT O.C. <br />A35 �n n MASONRY <br />SEE RAN FOR <br />IN1(WOOD) IRA OII1BaN» ATTACHMENT OF ALL <br />STRUCTURAL SHEATHING. <br />BLOCKING AS REOUI RED <br />FOR BRACING BY TRUSS <br />MANUFACTURER. <br />PERMANENTTRUSS <br />BRACING PER TRUSS <br />SEE REQUIRED <br />MANUFACTURER ® UY-0' <br />BRACING PER TRUSS <br />MAX. SPACING <br />MANUFACTURER <br />(1) ADDITIONAL FLAT 2X4 <br />(i.e. BSCI REO%M) <br />WITH BLOCKING <br />EXTENDING A MIN. OF (3) <br />11 <br />TRUSS BAYS PLACED <br />PERMANENT <br />BETWEEN <br />TRUSS BRACING <br />IiEfamuirKELaMMOMfitf <br />(RESULTING IN 5'4r MAX. <br />EIfMENMMT��IaL�! <br />OVERALL BRACING) <br />M�I)IARAE <br />HORIZONTAL 2x <br />BLOCKING BETWEEN <br />MwE1t.MiaEMEBLaawialaRu <br />FIRST 3 BAYS OF <br />la#ErErllaEMAOML <br />FRAMING TO <br />PERMANENT BRACING <br />r 10d O r O.C. <br />�WE EW TRUSS BRAG DUAL 11/otnoz3 <br />nva 01 ri <br />NOT TO SCALE RWM-090 <br />�rLa/LIL sa®�oagrsiR!! <br />ttLw f OGLi <br />c EitawraFal®#gwla®emiA <br />�LEL#UM09MMIfMf <br />O'gRUt001N1lAwblRq <br />'/'• qqp#1D11167rg1r <br />a• <br />1#aUElt <br />AsfMaLwP <br />ALlaatwraw <br />t EKNW <br />cooiavfE <br />t LfwwEaliMllmMMLlIsaT®LwLaHlw. <br />! gAwlaEal■sMr1rIMMMIMMa <br />FIBYOomMa®OasEMalEma,TarMaAIaMUEMmolalM V EEEULa <br />�1RDOFSNEATFNGATTAIR11�fI DM1L7Ylr PMQiwsq/1/012023 R11R13 0WTRWH7a71TY1 reM 11rot�noz3 <br />RWG110 NOTTO SCALE RWM-130 <br />ORO Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 0• <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/06/2024 <br />DATE <br />11/012023 <br />RWW-030 <br />``` %jiiIIIII/////�/ <br />Alta IIV <br />40 <br />Q STATE Q/ \ <br />Q � <br />ofi EaiT-E. <br />�3aY£LY�c�.€fr-o8 <br />��a u`�Sea�•6A� <br />,E�QroP•s sag <br />.i <br />osE 06'fil�, <br />e �s: eLs <br />Mlchipri <br />3400 Aubum 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. fleldstoneae.CO/TI <br />M <br />M <br />011 <br />-Z <br />I••1 <br />Z <br />O <br />I <br />a <br />� <br />z <br />> <br />W <br />O <br />vi <br />w <br />U <br />LU <br />°q� <br />v <br />w <br />O <br />F <br />DRAWN BY: FAE <br />VERSION: 5.0 <br />SHEET NAME <br />DETAILS - <br />ROOF <br />SHEET# <br />S4. 1 <br />I <br />_J <br />