Laserfiche WebLink
STRUCTURAL SHEATHING SEE PLAN AND <br />DETAILS FOR Aii7A�HMENT <br />PRE-ENGINEEREO <br />11/7 WOOD TRUSSES <br />1Z <br />AT 24"O.C. MAX. <br />HM <br />' EW <br />-OR <br />2x RI <br />2x BLOCKING AT ATTAC BBON BOARD <br />S <br />SHEATHING EDGES �j (3)HED TO TRUSS <br />./M 1 Dd NAILS, 24' <br />8d NAILS INTO TRUSS D.C. CENTER MAX. <br />S <br />CONTINUOUS SPACING <br />RAL <br />STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL <br />AL <br />NAIL PER TYPICAL SHEATHING NAIL PER <br />S <br />HEATHING DETAIL TYPICAL SHEATHING DETAIL <br />TYPICALTRUSS <br />ANCHOR PER PLAN TYPICAL TRUSS <br />I DETAIL AT TRUSS HEEL - =9114. ANCHOR PER PLAN <br />Nam <br />REFFR TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FO <br />SPECIFIC TRUSS PROFILE INFORMATION. (i.e. 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 />FASCIA, (SEE ARCH DWGS) <br />BONDBEAM <br />PER PLAN DETAIL AT TYPICAL TRUSS <br />w/ HEEL � 9 11,V <br />NFE <br />F)NR" TRUSS ON MASONfff 11/01/2023 <br />O'� TO SCALE RZZIO <br />IrmsEtTualgwat <br />1010SET <br />OLO'LONOMORRAT RM@W= <br />oww"* <br />NOT"FERPLIVI <br />00111111OPEARM <br />no <br />BKMLM <br />IMT08071128 <br />:: wa <br />w1oarTuirrowix <br />ffAWPIRPIM <br />------------- <br />V P <br />AMM@EkVALOR%KMOMM <br />assliplaiumas <br />WMGMOFUMMMIMM <br />R"4019AIM1.1118,0A <br />��) TRUSS VALLEY SET OVER FRAME 1110112023 <br />RI <br />NOT TO SCALE RWG-060 <br />MIUMI&HR <br />M10AIRnam mmim <br />SMUCMSBMMERMMD <br />�FMVMTMFM <br />"WRIM-7 <br />OMFOR <br />11011 Emu <br />WOOD <br />TROM.ATOf WX <br />-OR- <br />Or <br />glum=igawfAmiNn villed <br />h�MATUDBM1=li <br />M.N.FOIW <br />(JINK&Ifoitaruffirra <br />OEM <br />­K <br />FERIYPEALKAMMUL <br />OMMINOKIMEATMHNOPWKL <br />FRIOUPERPUN <br />PER <br />PLM <br />FamKKOKEOERMNO <br />DEVUR)RAT11011111" <br />FRE womiumomm <br />wK <br />1011118111111011ORRERPLIN <br />RIMPERFUIN <br />R1111APEEAKNONEIR <br />MMW=ffjrWOUOmML <br />RE117YPEALIPIENTMOE[AL <br />I OEXAT1TFM1FIA6WM<$W I <br />TRUSS ON FRAMING <br />PIEBMMMBAT2fQt <br />101OMPERFUIRIVID <br />SOHMMMUE <br />VIEVINIOURM <br />O'COUVOILLSEERMFOORMEMN. <br />VIETANATI1.001110 <br />ISR07 WALL BRACING @ NON-BRG. EXT. WALL (NON -SHEAR) 11/01/2023 <br />NO_� TO SCALE RX�70 <br />T-U%H= <br />YM <br />2 <br />T-11111011K <br />I= <br />1 3 <br />WE — T <br />own <br />4 <br />BMW <br />01— <br />R13 <br />NOT <br />ww <br />I Off. w, <br />Gw HP <br />—a- <br />ROOF NO" <br />Mill <br />WHIS1131110200 <br />Orman <br />1 <br />1 2 <br />3 <br />mom <br />711CIPIVINUEONEM" <br />Rmumoamm M <br />Not <br />ror. <br />ror, <br />ON <br />&IIrxw <br />iLewpmwommm <br />ON <br />FIVELFED <br />COZZ <br />III= <br />f Of. <br />IIIEK WMPATEDMM <br />4'14'�jt�4'-14' <br />3' <br />3/4' 43/4' +/-1/411 R <br />+ +/- 1/4' 1/4' 20� 0'-25* <br />ALLlNMMNE10KMMIDlHEIKrULEMMMOFURM 221 221/2* <br />1101111 MFLtLwu=KMFMiiiFMMPMk OPTIMAL OPTIMAL <br />& MMTW&IWMWM�E(r.�MOMIOPUM 221/2' <br />TRUSS OR <br />It MMTM11UCMMFU7=MlDFPLREONMWTHEVAL TRUS R A—W OP'n RAFTER TRUSS OR RAFTER TRUSS OR RAFTER <br />WC' — <br />SRO Tl E.HANG <br />PE <br />AMMONWOOMILL1010FRArETOMOMMORMEN 30* M RA <br />MMSMKUANIDULW�=MWMAtRF (2) SDWC 1556000 (2) SDWC15600 (2) SDWC156MOO <br />IMTMRMWMFnIM701CFRATEWMMB SO C <br />�ANG OV <br />LAN <br />0"JOLOANDWILL7111110=11191811OP&MIR WC15W� PLAN <br />OVERHANG OVERHANG OVERHANG OVERHANG OVERHANG <br />PER PLANLf -PER PLAN PER PLAN PER PLAN PER PLAN <br />I 1/2._1 3, <br />4. _I <br />/2"A 3/4" 3/4r- I 1/t4'314'- 1 1 W4)"' 1/2�1' 1/2`11 1/2'-1/8"' 111-7/.' <br />mmsmcmFBRMA DUL=tCMFDAMA DOUILEMOINIRRINITION11 omomomrommo <br />MMMOETFUNIO) parumEwfflnq pswompm mommaswomoiapRa <br />141TALL1111INJUITOPPLATEMINNIVIVIRM 111111111111010713PIRME11M INMIROMTOPPLATE MOTRUTA9M <br />IMAMWO <br />TO DOUBLE TOP PLATE SCREW CONNECTIONS <br />RWW-020 <br />(2) 10d NXILS <br />CONTINUOUS CONT 2X4 (MIN) UCT <br />STRUCTURAL '�HEATX. PER PLAN <br />SHEATHING, SEE <br />PLAN FOR tH 1 2X4 OUTRIGGER AT 24' D.C. REDD AT <br />ATTACHMENT I OVERHANGS GREATER THAN 15% <br />10d TOENAILST% (2) A35 Ca EA_ ATTACH To GABLE DROPPED TOP CHORD OUTRIGGER TO <br />8 O.0 S HORIZONTAL BRACE. .1 TYP TRUSS CONNECTOR PER PLAN TRUSS ./ (3) 1 Od <br />TOP PLATE ONE EA_ SIDE ILS <br />WALL FRAMING i J STRUCTURAL <br />PER PLAN ALONG TOP PLATE SHEATHING PER PLAN DROPPED TOP GABLE w/ OLMRIGGERS <br />WOOD 2X4 BLOCKING C& CONT. 2X4 (MIN.) / REDD AT 170 MPH OR GREATER <br />EDGE NAIUNG SHEATHING EDGE (2) 10d NAILS <br />rDR <br />wl (2) 10d 0 EA. AN <br />IN LIEU OF BLOCKING AND ENDTO ADJACENT 2X4 LADDER FRAMING AT <br />EDGE NAILING SHOWN TRUSSWEB 24" D.C. REDD AT BLOCKING AS REQUIRED <br />WITHIN THE GABLE, IT IS (OR BOTTOM OVERHANGS UP TO 15". FOR BRACING BY TRUSS <br />ACCEPTABLE TO USE CHORDNAIUNG ATTACH TO TRUSS TOP MANUFACTURER. <br />.EDGE NAIL SPACING TO PERMANENTTRUSS <br />BOTTOM CHORD OF TRUSS ASSHOWN) CHORD / (2) flid NAILS <br />TO TRANSFER LOAD. AT16'O_C. BRACING PER TRUSS <br />2)(4 BLOCKING C& GABLE TRUSS / t- . SEE REQUIRED MANUFACTURER 0 104. <br />TOE -NAIL SHEATHING EDGE wl VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING. <br />M UFACTURER (1) ADDITIONAL FLAT 2X4 <br />EDGE NAILING -EA-END NOTED IN THE (i.e. BSCI REO`MTS) <br />(T20)1A0DJ@ACENT STU E , WITH BLOCKING <br />SHEATHING D FRAMING SHEET A -A E)(TENDING A MIN. OF (3) <br />SPILICED SHEATHING TRUSS NOTES TRUSS BAYS PLACED <br />1 i i M i:F4ZI H-I+t BETWEEN PERMANENT <br />(3) 1 Od NAILS C& (3) 10d NAI (P TRUSSBRACING <br />EA. TRUS p"MnprpiAlEWICM%Xig.MMgMg@*r'DA (RESULTING IN 5-'O� MAX. <br />`�R� - TRUSS C LS R77 <br />NAIL BOTTOM CHORD _/ I OVERALL SPACING) <br />OF GABLE TRUSS w, =103WPLWOM <br />12ftAT4'O.C. HORIZONTAL 2x <br />5 _S 7:J7� MASONRY BLOCKING BETWEEN <br />FIRST 3 BAYS OF <br />SEE=FOR FMWM M SEEPUINM 01111. FRAMING To <br />E <br />ATT T OF ALL PERMANENT BRACING <br />IN. w/ 10d @ 4' D.C. <br />GABLE END TRUSS BRACING DETAIL 111 23 <br />ROU — <br />NOT TO SCALE RWM-M <br />STRUCTURAL "Imomm= <br />SHEATHING PER PLAN <br />FERRM <br />CONT. 2X4 / (2) <br />12d NAILS <br />SEE REOUIRED <br />BRACING PER TRUSS <br />MANUFACTURER <br />*twumm" <br />OUTER <br />Off.21111*012dftll <br />HIM <br />(MAKKOW <br />VALAMERRIA111169NOZIREM)IT <br />W AT <br />VARWMgMASONUOIU.ATEOATEkENDT401MI�MLSOMM <br />I* I <br />MWO OWA71RTW It, ATLWV M <br />M'aar <br />=0111911FOAViN11KNK&MMIANIOURIOMMIXIM <br />mom <br />1. nOTCUMTOMtSEONEVALMM <br />Wf�A! <br />Or <br />NEMMPLM <br />LATVBMMMM"Ior4LIE14VAL'MOBLEOPWMfBCME3MM <br />&NVBMCALSOVER"MW#UEONEVAt'NOMI)MAMMONALMWKWOB <br />MWkffk&HMnMIlEROOMMOTHEWSEMMvifltMATEk <br />OCNAMMONMMMMMWWARDUOBALSOFM=fflHN <br />MMANDWOEMOMMEkL'BCWffHMtghAMOIEMMHSOROPE <br />USPIMCDOEM <br />FOIE-FORMM— <br />WE IOL ALL'VRMMDUDWMV$13hiifOr WIDIUMMATTIOPM <br />am <br />I.LGMMEOFNBTHMMEPEA3=MMWAMORRWMnML <br />TWAMM <br />r F*BWEBBY=lR=924 <br />LED(EVMALSOA-FMOMMUENOWUSORMa <br />FERRM <br />0AwjL <br />&RSWAM02n3AFEMRMIO%OFTDIXHMWDTKMBMTWVFF4MWEDOE <br />=1111051puil <br />Ife"SPUIN <br />1118INCEIR <br />ROOFISHEAMTHING ATTACHMENT DIAGRAM <br />SPIM <br />8WF <br />WMMOFIMWHEFC; 11/01f2023 <br />Rn11FffiFIM <br />RWG-110 <br />FFiWKUWMM <br />--'\ DUTCH HIP TRUSS BRACING DETAIL @OSTON <br />HIP) <br />FIT 0 — <br />- <br />11/01/2023 <br />NOT TO SCALE <br />RX-1 00 <br />11/01/2023 <br />RVW-;30 <br />CONT. 2X4 W (2) <br />12d NAIL <br />TYPMXOMIIMPERPLM <br />STRUCTURTAL <br />SHEATHING PER PLAN <br />SEE REQUIRED <br />BRACING PER TRUSS <br />"7 a" <br />MANUFACTURER <br />U <br />a'L'0wff.MZ(4M*0fftVwFA'U"' <br />VAOMMONONSATMWK&MOATEkMvi <br />911=111111,91971"FRI'LM <br />�ORIMWEL <br />�FORFMOSUMMLN LBKRHMNBTBtTOWUSEMUAI!B= <br />KTWIviudolrotpmmolwvi <br />DEGOPBPLM plumm <br />SEERMFIONJOBOINIENTM& <br />ERCMDEqHK virweTnewwwwff <br />101111110 <br />( RO C STRUICTURAL GABLE END TRUSS DETAIL 11/01/2023 <br />��NO4-;..cOHEATHEDSTRUCTURALGABUE) RWG-093 <br />CIRO Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERINer' <br />29349 <br />13 IBRAHEM ELAYEB, PE, <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/3.0/2024 <br />DATE <br />p� E <br />0 E <br />. <br />45 <br />E <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, FIL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />0 <br />z <br />Z M <br />Z <br />LU <br />00 <br />U <br />UJI <br />co <br />cc <br />N <br />0 <br />F_ -1 <br />L _j <br />DRAWN BY: I FAE <br />No. 86 5.0] <br />VERSION: <br />SHEET NAME <br />DETAILS - <br />ROOF <br />OF Z <br />ol 0 111�. .. '+ SHEET # <br />RIO S <br />-77 <br />At. <br />111111111 <br />