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STRUCTURAL SHEATHING, SEE PLAN AND <br />OETAILS FOR ATTA?ENT <br />11/Y RE -ENGINEERED <br />WOOD TRUSSES <br />AT 24. O.C. MAX <br />.OR. <br />2x BLOCKING AT A' RIBBON BOAR <br />SHEATHING EDGES w/ (� ATTACHED TO TRUS <br />8d NAILS INTO TRUSS w/ (C. NANS, 2 <br />CONTINUOUS O.C. CENTER STRUCTURAL BHEATHINO NAIL PER 7YRCAL CONTINUOUS STRUC <br />SHEATHING DETAIL SHEATHING NAIL PER <br />TYPICAL SHEATHING DETAIL <br />TYPICALTRUSS TYPICALTRUSS <br />ANCHOR PEI PLIVI DETAIL AT TRUSS HEEL > 91M ANCHOR PER PLAN <br />NOEL! <br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE INFORMATION. (L4. HEEL HEIGHTS, SLOPE, OVERHANGS) <br />STRUCTURAL SHEATHING, SEE <br />PLAN AND DETAILS FOR <br />ATTACHMENT <br />PRE"ENGINEEREDWOOD <br />TRUSSES AT 24' O.C. MAX. <br />TRUSSANCHOR <br />PER PLAN <br />FASCIA, (SEE ARCH OWCGS) <br />BOND BEAM <br />PER PLAN DETAIL AT TYPICAL TRUSS <br />w/ HEEL < 91µ• <br />ROOFimgy W690w 11ro1/M023 <br />nv1 <br />Na; TO SCALE RWM-010 <br />2X4 BLOCKING AT 2-W <br />STRUCTURAL SHEATHING, <br />O.C. w/ (2) 12d TOENAILS <br />(SEE PLAN FOR <br />EA. END TO TRUSS <br />ATTACHMENT) <br />j! <br />PRE-ENGNEERED <br />TRUSSES AT 24. O.C. <br />BOND BEAM PER <br />PLAN AND SCHEDULE <br />SHEATHING PER PLAN <br />8' CMU WALL' SEE <br />PLAN FOR VENT. REINF. <br />META18 AT BLOCKING <br />R07 w&L DIYIIABR7 Q IIMPIK IXf. WAIL MR" 11/011/2023 <br />NOT TO SCALE RWM•070 <br />STRUCTURAL <br />SHEATHING PER PLAN <br />PRE-ENGINEERED <br />TRUSSES AT W O.C. <br />TRUSS STRAP PER RAN <br />EXTERIOR INTERNOFT <br />S CMU WALL, SHEATHING PER RAN <br />SEE RAN FOR <br />vERT. REINF. <br />008 PAM@ Perot en Wa 11/0112023 <br />NOT TO SCALE FIZZ Go <br />REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING <br />AND/OR TRUSS MANUFAcnAwn SEE PLAN AND DETAILS <br />DRAWINGS FOR 8PFM2RC 7IIU88 FOR ATTACMENr <br />PRORLE INFORMATION. F0. HEEL <br />HEIGHTS. BLOPE.OY6NANGS)ENGINEERED <br />TRUSSES <br />WOOD TRUSSES <br />�.N AT 24.O.C. MAX. <br />-OR- <br />2xBLOCKINGAT 2x RIBBON D <br />SHEATHING EDGES w/ (3) 9d ATTACHED TO TRUSS w/ <br />NAILS INTO TRUSS (3)10d NAILS, 24' O.C. <br />CONTNUOU8 STRLX7rURAL CENTER MAX SPACING <br />SHEATHING NAIL PER CONTINUOUS STRUCTURAL <br />TYPICAL SHEATHING DETAIL SHEATHING NAIL PER <br />FRAMING PER PLAN TYPICAL SHEATHING DETAL FRAMING <br />DETAIL AT TRUSS HEEL> 91µ' PER PLAN <br />STRUCTURAL. SHEATHING, <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24. O.C. MAX <br />TRUSS ANCHOR PER PLAN <br />FRAMING PER PLAN <br />FASCIA, (SEE ARCH OWLS) CONTINUOUS STRUCTURAL <br />SHEATHING NAIL PER <br />TYPICAL SHEATHING DETAIL <br />DETAIL AT TYPICAL TRUSS w/ HEEL < 911C <br />m1 <br />ALL <br />ENDS <br />ALL TRUSS ENDS ARE TO BE SECURED TO THE W. WALL <br />BELOW USING ONE OF THE BELOW METHOD& ONE RILL <br />OPTION MUST BE US® FOR CONTINUOUS LOAD PATH: <br />a INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT. <br />SHEATHING INTO DOUBLE TOP PLATES. ET. <br />SHEATHING IS CONTINUOUS AND WILLTRAWSFER <br />COMBINED SHEAR 4 UPLIFT. <br />b. INSTALL TVPIGALTRUSS CONNECTOR FROM TRUSS TO <br />TOP PLATE ON INSIDE OF THE WALL ADDITIONALLY <br />INSTALL LTS12 TOP PLATE-TO4TUD CONNECTORS ® EA <br />STUD. EXT. SHEATHING IS CONTINUOUS AND WILL <br />TRANSFER COMBINED SHEAR S UPLFf. <br />a INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP <br />PLATE, MIT SHEATHING R CONTINUOUS AND WILL <br />4°-14°H�4•-14• <br />3M <br />3' <br />+/• 1µ' <br />4114� <br />22 1 22 1/2' <br />OPTIMAL OPTI <br />221/2• <br />SS OR IR-aS OPTI <br />et07WRHANO <br />TER <br />WC1580D <br />OVERHANG <br />PLAN PLAN <br />8818LEBDWL,COIFKMLATIONA BOMESMVC:CONF18UW1710N8 <br />(TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) <br />INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE <br />INTO TRUSSIRAF7ER INTO TRUSS/RAFTER <br />TAM OR <br />RAFTER TRUSS OR RAFTER TRUSS OR RAFTER <br />(2) SDWC156DD (2) SDWC158DD (2) SDWC158DO <br />m ID m 4D m 4D <br />OVERHANG OVERHANG OVERHANG <br />PER PLAN PER PLAN Phi PLAN <br />3µ'-11/4' 3M-11/4' --1' Itz-11 1 -71W 1/T-7/8' <br />oOUBLE SDYFG DOUBLE Soera CONFIOURA710N 8 DDueLE 801110e COti70 RATION D <br />CONF18UU1-A (TRUSS OFFSET FROM STUD) INSTALLED THROUGH <br />(TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSSIRAFfER INTO TOP PLATE <br />MAL INSTALL THROUGH TOP TRUSSIRAFTER <br />PLATE INTO TRUSS/RAFTER <br />VALLEY SET <br />TRUSSES ® 24. O.C. VALLEY SET <br />/- MIN. S LONG 20 TRUSSES Q <br />GA FLAT STRAP 24. O.C. <br />w/(8)1ed <br />SHEATHINo SHEATHHING <br />tPER <br />AN PLAN <br />ICING TRUSSNAIL TO <br />TRUSS CHORDS (1) SOWC15800 <br />w/ (3) 10d EA TRUSS SCREW <br />END. TO EVERY <br />\ � TRUSS BELOW <br />DR <br />j*TRUISsEs <br />LLEY SET <br />® 24. O.C. <br />EATHING <br />PLAN <br />------------- <br />PURUN ® EA VALLEY <br />SS,MAIL TO COMMON <br />SS w/ (3)1Bd GUN NAILS <br />TTOM CHORD OF VALLEY <br />TRUSS NAILED TO PURLIN w/ <br />1 Od GUN NAIL Q IT <br />S <br />ROOF 11wh7 ONR �.117 11ro,/207J R� LT6AWTW7TTrLolIV1 OUBLE TOP PLATE VWIF CON1111 MN ,1ro1i2023 LIRN17Vf MSE!V9Q FRAW 11ro1/2023 <br />RIAW-020 RWW-p30 NOTTO SCALE RWO-N10 <br />CONTINUOUS CONT. 2X4 (MIN.) W STRUCTURAL STRUCTURAL <br />STRUCTURAL I (2)1 Od NAILS SHEATHING PER PLAN SHEATHING PER PLAN TYP TRUSS 2X4 LADDER FRAMIq AT 2P <br />2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA END w/ <br />SHEATHING, SEE COAT. 27U w/ (� PER PLANCONNECTOR O.C. REO'D AT OVERHANGS w/ MIN. E IAILB. OCK4 BAYSLS. NAIL 1GACK FROM GABLENG TO BLOCKING ATS O.C. <br />ATTACHMENT 2X4 OUTRIGGER AT 24.O.C. REQO AT i TRUSS TOP CFDFD w/ (2)18dGREATER THAN I r, ATTACH T0 WHEN SECOND BRACE IS REWIRED, <br />OVERHANGS GREATER THAN 16". ' 12d NAIL$ <br />1 Od TOENA3S ® ATTACH TO GABLE DROPPED TOP pH0m ' OUTRIGGER TO NAILS AT W O.C. NAIL TO OPPOSITE SIDE OF BLOCKING <br />9. O.C. TRUSS TO (� � ®BA w/ TY'P TRUSS CONNECTOR PER RAN I ' ' �I <br />HORIZONTAL BRACE, TRUSSIL (9)tOtl SEE REWIRED STRUCTURAL 1. AT VERTICALS 74r TO e$ USE ONE 2X4 t• BACK <br />TOP PLATE TOENAILS BRACING PER TRUSS <br />WALL FRAMING ONE EA SIDE STRUCTURAL MANUFACTURER I SHEATHING <br />PER PLAN ALONG TOP PLATE DROPPED TOP GABLE YII/ OUTRIGGER$ <br />SHEATHING PER PLAN PER PUW 2. AT VERTICALS OVER 9-S TO S•4' USE (2) 2X4'L• BACKS (1 <br />WOOD 2X4 BLOCKING ® CONT. 2X4 (MIN.) w/ REO'D AT 170 MPH OR GREATER �' EA SIDE) (OR FRAME PER CASE 3 BELOM. <br />EDGE NAILING SHEATHING EDGE (2)10d NAILS I 3. AT VERTICALS _ _ <br />111 <br />IN LIEU OF BLOCKINGAND w/ (2)10d ®FA I ALT. OLTROOIIQ:R FRAMING AND AN ADDITIONAL DIAGONAL BRACE IS REWIRED AT THE <br />EDGE NANlNO NGANSHOWN END TO AQACENT 2X4 LADDER FRAMING AT I (REUV A 170MFH OR GRE/A <br />TRUSS W® 24. O.C. REOD AT I BLOCKING AS FEOUIRED PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS <br />WITHIN THE CABLE, IT IS I i S RANGE ATTACH THE DIAGONAL AT MD. HEIGHT AND TO THE <br />CHORACCEPTABLE TO USE (OR RUTTY OVERHANGS U TO 1S. I '' FOR BRACING R. TRUSS CONT. 2X4 w/ (2) 12d NAILS BLOCKING BELOW THE ROOF SHEATHING w/ (5)12da AT EA <br />'EDGE NAIL SPACING TO AS SHOWN) <br />NAILING ATTACH / (TRUSS TOP MANUFACTURER. STRUCTURAL SHEATHING SEE PLAN FOR END. IN ADDITION TO THE SECOND DIAGONAL, A <br />AS SHOWN) CHORD w/ (2) 18' NAILS I ' PERMANENT TRUSS STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND <br />BOTTOM CHORD OF TRUSS AT 1 S O.C. <br />TO TRANSFER LOAD. 2X4 BLOCKING 4D GABLE TRI188 w/ / 8EE REQUI I I MANUFGACTURER 01110 PRE-ENGINEERED WOOD ALL STRUCTURAL MUST BE ATTACHED TO EA.'L' BACK WITH (2)12ds AND ONE <br />TOE -NAIL SHEATHINGEDGE w/ VERTICAL WEBS AS BRACING PER TRUSS MAX SPACING. TRUSSES AT 2-0' O.C. MAX SIMPSON H6 OR ONE LISP PITS CONNECTOR <br />EDGE NAILING (2) 10d ® EA END NOTE) IN THE MANUFACTURER (1) ADDITIONAL FLAT ZX4 FASCIA SHEATHING <br />I (SEE ARCH. ORAL) 2x SMG SIDE MAIL ALLi•A BACKS BACKS AT <br />AND BOTTOM. <br />w/12di AT <br />SHEATHING TO ADJACENT STUD FRAMING BFffT I (Ls. BBCI RUQ'ATTS) WITH BLOCKING <br />SPLIMI EA7Mq TRUSS NOTES I TRUSS BAYS <br />LACED (3) BLOCKING O.C.NOTCH 'L•BAC149ATTOPANDBOTTOM. <br />I TRU88 BAYS PLACED <br />(3)10d tCHOFIOEJA. <br />(3)1 Od NAILS MD BETWEEDBRACING ENT TRI18S ANCHOR <br />EA. TRUSS TRU88 CIOID PRE-ENGINEERED WOOD <br />NAIL BOTTOM CHORD PROVIDE 2X8 PT PLATE w/ 1/2' DIA x 10' (RESULTING IN ING MAX. pED PLC TRUSSES AT 7� O.G MAIL <br />OF GABLE TRUSS w/ ANCHOR BOLTS ® W-0. O.C. MAX w/ 3YCP OVERALL BRACING) CLIU WALL PEA PLAN FASCIA(SEE ARCH. <br />i 12d4 AT W O.C. PL WASHERS AHD T E316®. NOTCH HORIZONTAL ac DRAWINGS) <br />5 i MASONRY HORIZONTAL 2x BLOCKING OVER PLATE BLOCKING BETWEEN SHEATHING PBi RAN TRUSS ANCHIOR <br />I' MA80NRY WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF PEER PLAN <br />SEE PLAN FOR FRAMING TO <br />OR RAKED VAULTED BEAM PER PLAN. FOR RAT® <br />AIAIWOOD/ Ad1aAABOg1V1 ATTACHMEMOFAl1PERMANE7NTBFRACING0 1 FRAMING PER RAN <br />STRUCTURAL SHIFATHING AND DETA L CONDITION, SEE PLAN w/ lUd O C O.C. I PARTIAL WOOD BEARING <br />BE TRUSS 110M DETAL <br />x-f0% <br />HOUSE WIDTH <br />3 X -10% <br />HOUSE WIDTH <br />'X•-10% <br />HOUSE WROTH <br />L _ <br />0 <br />_ <br />Q7 2 3 <br />7� <br />L <br />RIDGE <br />- - RIDGE <br />RIDGE <br />(ABLE END <br />1O <br />I <br />Fp <br />BONON HIP <br />GARBLE <br />3 <br />BOOSSTEIUL.IE <br />NIIY <br />RoostTAwiNlezor�e <br />1 <br />1 2 <br />1 3 <br />SHINGLE <br />71116' SPAN RATED SHEATHING <br />Od RING <br />PANEL EDGES ® SUPPORTS (1) <br />Ir O.C. <br />F O.C. <br />4. O.C. <br />OR <br />SHAW <br />TILE: 16/32' SPAN RATED SHEATHING <br />0.113' x 2.3/S <br />OR <br />PANEL FIELD (1) <br />a' O.C. <br />C O.C. <br />METAL I WW SPAN RATED SHEATHING <br />NDf 1m <br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTHi&TYPIGAL <br />2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES, <br />3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10%OF TOTAL HOUSE WIDTH, DIMENSION'r OFFSET FROM ROOF EDGE <br />W WIDE HOUSE - 3' ZONE, 4d WIDE HOUSE - 4 ZONE, SD WIDE HOUSE - 9 ZONE, W WIDE HOUSE - e ZONE <br />R10 NQiHPT=WA=DffALXMHM111011200 <br />n EOD4NG TOBLAIM <br />THRERt O <br />RWM-100 <br />STRUCTURAL SHEATHING <br />• <br />b1VLL <br />N <br />2C11RO4 <br />PER PLAN <br />RNNTO <br />80TTOYC O"AIE <br />TVAMS"AND <br />\ <br />TOPUR1Nw104GNNAII <br />AINPIIOWUN/ <br />IR <br />14ANND <br />COAT. 2INw M TYP TTMSB <br />(� Tad NAILS <br />12d Twit <br />CONNECTOR PER RAN <br />EA STRAP <br />ENGINEERED WOOD ROOF <br />STROO,UAN. <br />/ TRUSS AT 24' O.C. MAX <br />SHEATMNG P81PLM <br />ALT.OUR001®RFRAMNO <br />-Q <br />WHEN QUANTITY OF MISSED TRUSS <br />SEE REONIR® <br />IRACNG RE ITRRS <br />STRAPS MISSED MOPEDS (5) <br />IMANIFAGRIPEA <br />BfRI1Cf1I1K <br />�0 <br />CONSECUTIVE LOCATIONS, INSTALL CONT.29FASORPa1 <br />HGAM10KTA w (4)•1µW V r MASONRY ' E"1PRE-ENGW®® <br />SHEATHNOPEI PLAN <br />SCREWS TO TOP OF WALL B <br />WOOOTRUBEESAT <br />.•$� .� <br />- (4)1µ5d-1/2 SD88CEM TO TRUSS <br />2a01MMAR <br />TO AFFECTED MISSED TRUSSES <br />a SLOpEEd TOBIAlID. <br />M <br />a Tithe, BAYS BARN <br />FROM GABLEEO <br />TYPICALERN <br />CMU WALL <br />STR CIUTAL <br />S EATHENGPAN <br />now ACI <br />WAA•EA. OVER <br />FRAMED TRUSS <br />WILDOI NG SIERHNGPEEPLAN <br />(1)SIMPSONHTSMIS(OR aE1W®ETRRSFD MASONRY TRLESBANCHIOTI <br />APPROVED EQUAL) AT 'DSD"IE" m o I CAL WALL OR UNTIL. AGE <br />EA MISSED LOCATION Ek PLAN FOR PMNFORCEMEd <br />(4)1/4•0x21AL• HLSAEEA > 1WIITIIPa1PLAN <br />MASONRY SCEI S OVERFAA®TRIMS <br />AT EA STRAP EDGE NAILING I <br />CON07gENOFUBG PER PLAN FRALNq PER PLAN <br />1. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXD®1,110IDa. UPUFr. SHEATHING. 8101 RAIN WOOD <br />NT <br />2. NOT ACCEPTABLE ON MULTI"PLY TRU88 APPLICATIONS. /�E��FOGyA7�u�aEB�a� WAB <br />R208 VEofIEIO/VNEG0Y11G1IL <br />IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR RB'G/02A11 <br />ARCHITECT OF RECORD FOR APPROPRIATE soumON. <br />R11 R SBh A� M(MA)OMUMOFtsoMPH E)O+C)11�1/M029 S <br />IO W411I reM <br />11/O,i2028 <br />RWG-1f0NOT TO SCALE RV2AL130 <br />caRIAEaR <br />SIEAREq <br />EDGE <br />1M <br />NNNG <br />PEP RAN <br />HIEAE EA END <br />01 SDAEO'ISEI <br />4CREVR FIEOM <br />TOP PLATES TO <br />HANO� <br />PER <br />w= <br />OFVALEV <br />TR188I1/-I <br />O.C.MN <br />1RMB a 1S <br />O.C. T)EA PLY. <br />PER <br />E <br />PLANPLAN <br />PBRPLAN <br />T% Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING <br />29349 <br />0 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />IN BENJAMIN NIESE, PE <br />P.E.# 86025 <br />02/12/2024 <br />DATE <br />````11111111 <br />No. 86 <br />r <br />Q OF Q/ <br />A�ORID�L.•' <br />0� <br />i/'01VAt- ��• <br />11 <br />aap'L g agEf jj <br />a�re,=5 Pq <br />blet111Is 12a <br />55E¢ <br />all. L9 <br />a 1E�zJ ij <br />ag a1 L8 <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 1 so <br />Tampa, FL 33837 <br />+1 813.466.3310 <br />www.fleldsionese.com <br />r) <br />O <br />F_ <br />O <br />N <br />x <br />Z <br />' <br />o <br />�Q <br />f- <br />Z <br />, <br />i <br />(n <br />W <br />Q U. <br />0 <br />!q <br />w C <br />�J <br />U <br />UJ <br />�_ <br />CO <br />1 <br />G � <br />cc <br />_ <br />�a <br />M N <br />O <br />Lc <br />r <br />r- <br />L <br />IDRAWNBY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />DETAILS - <br />ROOF <br />SHEET # <br />S4.1_ <br />