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STR <br />DETAILS FOR ATTACHM <br />PRE-ENGINEERED <br />1/r WOOD TRUSSES <br />AT 24'O.C. MAX. <br />, OR - <br />2x RIBBON BOARD <br />2,x BLOCWNG AT 'ATTACHED TO TRUSS <br />SHEATHING EDGES .1 (3) w/ (3) 10d NAILS. 24' <br />SS <br />Sd NAILS INTO TRUSS O.C. CENTER MAX. <br />CONTINUOUS StPACCIN3 <br />STRUCTURAL SHEATHING CONTINUOUS ST T. <br />NAIL PER TYPICAL SHEATHING NAIL PER <br />r <br />=TAJL <br />TYPI <br />SHEATHING DETAJL TYP CAL SHEATHING DETAIL <br />:D <br />TYPK TRUSS CALTRUSS <br />HOR PER PLAN DETAIL AT TRUSS HEEL >!Wj ANCHORPERPLAN <br />­u <br />M� _u <br />X <br />_7T-L <br />Flark <br />REFER TO ARCHITECTURAL DRAWINGS ANWOR TRUSS MANUFACTURER DRAWINGS <br />SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) <br />STRUCTURAL SHEATHING. SEE <br />PLAN AND DETAILS FOR <br />ATTACFIMENT <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24"D.C. MAX. <br />TRUSS ANCHOR <br />PER PLAN <br />NOTE' . TRUSS ATTACHMEMr. VALLEY SET <br />REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING ALL TRUSS E14DS ARE TO BE SECURED TO THE EXT. WALL TRUSSES (9 24' O.C, <br />AND/OR TR MANUFACTURER SEE PLAN AND DETAILS BELOW USING ONE OF THE BELOW METHODS. ONE FULL VALLEY SET <br />DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMENT OPTION MUST BE USED FOR CONTINUOUS LOAD PATH 22 112* MIN. V LONG 20 TRUSSESC& <br />PROFILE INFORMATION. (,,e, HEEL a INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT TRUSS OR e-3TOPTI GA. FLAT STRAP 24'0�C. <br />HEIGHTS, SLOPE. OVERHANGS) PRE-ENGINEERED SHEATHING INTO DOUBLE TOP PLATES EXT 30' RAFTER wl 1811 6d <br />WOOD TRUSSES SHEATHING IS CONTINUOUS AND YNJL TRANSFER SHEATHING <br />..T., <br />AT 24'O.C. MAX. COMBINED SHEAR UPLIFT. SDWC156W SHEATHING PER PLAN <br />WING <br />'S <br />T <br />US' <br />IN S <br />0 <br />S <br />C <br />PER <br />M S' <br />FL <br />(8) <br />-HEAT <br />PER <br />S� <br />b INSTALL TYPICAL SS CONNECTOR FROM TRUSS TO PER PLAN <br />-OR- TOPPLA ON INSIDE OFTHE WALL ADDITIONALLY CD QD <br />2x BLOCKING AT 2X RIBBON BOA-RD INSTALL LTS12 TOP PLATE -TO -STUD CONNECTORS 0 EA OVERHANG VI <br />STUD. EXT SHEATHING IS CONTINUOUS AND WILL <br />SHEATHING EDGES / (3) Bd ATTACHED TO TRUSS w/ TRANSFER COMBINED SHEAR & UPLIFT. PER PLAN 2X4 BLOCKING <br />P� <br />ss t U <br />NAILS INTO TRUSS (3) 1 Od NAILS. 24' C c INSTALL TYPICAL MUSS SCREWS FROM TRUSS TO TOP 111T-1 31A' UNDER TRUSS <br />URAL No <br />0 C <br />CONTINUOUS STRUCTURAL CENTER MAX. SPA( IN G PLATE. EXT SHEATHING IS CONT'NUOUS AND WILL ENDS. NAIL TO <br />'I. <br />CONTINUOUS STRUCTU� L SINGLE SDW�_ CONFKK41ATION A 810GLE 8DWC: OONFKRNtATM B <br />SHEATHING NAIL PER IRA TRANSFER COMBINED SHEAR & UPLIFT TRUSS CHORD <br />(TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) I) SDWC156DO <br />TYPICAL SHEATHING DETAIL SHEATHING NAIL PER INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE w/ (3) 10d EA_ TRUSS SCREW <br />FRAMING PER PLAN TYPICAL SHEATHING DETAIL END. TO EVERY <br />FRAMING C-14' 4'-14� INTO TRUSS/RAF­rER INTO TRUSS/RAF­rER TRUSS BELOW <br />STRUCTURAL SHEATHING, FDETAIL AT TRUSS HEEL PER PLAN �1 [� TRUSS OR OR <br />SEE PLAN AND DETAILS FOR +31 RAFTER TRUSS OR RAFTER TRUSS OR RAFTER <br />ATTACFIMENT "__1j_ 1 DWC15M VALLEY SET <br />PRE-ENGINEERED WOOD 43 (2) SDWCI 56DO (2) SDWCI SSW (2) SDWC156DO <br />TRUSSES AT 24'0.C. MAK 'TRUSSES @ 24' OC, <br />TRUSS ANCHOR PER PLAN SHEATHING <br />FRAMING P�ER PLAN 3' OVERHANG - OVERHANG PER PLAN <br />UOUS PER PLAN 0= <br />FASCIA. (SEE ARCH DWGS) e=CONTINUOUS STRUCTURAL +1 1/4* PER PLAN IN <br />FASCIA, (SEE ARCH DWGS) SHEATHI G _L ER 314'-1 1/4' 3/4'-1 1/4' 1 .-1. 1/2'-1' ItK 7/3' \jLZL71d` PURL 0 Ek VALLEY <br />.. / %M TRUSS,-LTOODMMON <br />TYPICAL H.T11r. DETAIL DOUBLE 8010100. DOUBLE 8DWC: OONFIGURATION B DOUBLE 8DWQ OONFIGLNtATION D TRUSS 16d GUN NAILS <br />BOND BEAM +/ 3'_ CONFIGIURATION A (TRUSS OFFSET FROM STUD) INSTALLED THROUGH <br />PER PLAN DETAIL A FDETAIL AT TYPICAL TRUSS HEEL RMY '14'�t 7 Z-25' (TR SS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSSIRAFFER INTO TOP PLATE BOTTOM CHORD OF VALLEY <br />i 2�1��1122 /2' IU U <br />wl HEEL :T97141CAL TRUSS M —1 1 P NSTALL THROUGH TOP TR SS/RAFTER TRUSS NAILED TO PURLIN <br />1 111 OPTIMAL OPTIMAL LATE INTO TRUSS/RAF­rER I Od GUN NAIL 9 8' O.C. <br />IR" TM ON MAnff 11/0MD23 W TRLS ON FMING 11101/2023 TO DIM TR nATE SM CONPIECW 11/01/2023 R06 V&0SU00FWE 11/0112023 <br />M 1. zz <br />R;W-010 R�;WO20 R NOT TO SCALE RWG-0SO <br />NO-; TO SCALE &�o Sm <br />CONTINUOUS A CONT. 2X4 (MIN.) wl STRUCTURAL <br />STRUCTURAL (2) 10d NAILS SHEATHING PER PLAN <br />STRUCTURAL SH ING. SHEATHING, SEE <br />2X4 BLOCIONG AT T-O' (SEE PLAN FOR PLAN FOR 2X4 OUTR GGER AT 24* O-C OUTRI.- <br />0 C. .1 (2) 12d TOENAILS ATTACHMENT) ATTACHMENT OVER=GS GREATE� =,A <br />EA. END TO TRUSS PRE-ENGINEERED I Od TOENAILS @ <br />(2) A35 0 EA. ATTACH TO CABLE DROPPED TOP CHORD TO <br />TRUSSES AT 24"O.0 C. TRUSS TO HORIZONTAL BRACE. ./ TYP TRUSS CONNECTOR PER PLAN TRUSS w/ (3)IOd <br />P BOND BEAM PER TOP PLATE ONE EA. SIDE STRUCTURAL TOENAILS <br />LAN AND SCHEDULE WALL FRAMING ALONG TOP PLATE Dill <br />SHEATHING PER PLAN PER PLAN SHEATHING PER PLAN <br />8'CMU WALL, SEE WOOD 2X4 BLOCKING qP CONT. 2X4 (MIN.) / REO'D AT 170 MPH OR GREATER <br />PLAN FOR VERT. REINF. METAI 6 AT BLOCKING EDGE NAIUNG SHEATHINGEDGE (2) 10d NAILS <br />IN LIEU OF BLOCK w/ (2) 1 Dd 0 EA. <br />NG AND END TO ADJACENT 2X4 LADDER FRAMING AT <br />EDGE NAILING SHOWN TRUSS WEB 24'0.C. REOD AT BLOCIONG AS RE-QUIRED <br />WITHIN THE GABLE, IT IS <br />R1. �Whl ""�EM) �ww ACCE (OR DO -TOM OVERHANGS LIP TO 15'. FOR BRACING BY TRUSS <br />PTABLE TO USE T ATTACH TO TRUSS TOP -R. <br />NAIL SPAC C RD NAILING MANUFACTURE <br />RWM-070 BOTTOM RUSS HO <br />rRCI� �S'W�"@ "�W' 'FDGE ING TO — PERMANENT TRUSS <br />\__/NOT TO SCALE AS SHOWN) CHORD w/ 12) 16d NAILS <br />CHORD OF T AT 16'0.C. BRACING PER TRUSS <br />TO TRANSFER LOAD 2X4 BLOCIONG @ GABLE TRUSS w/ MANUFACTURER @ IIY�O` <br />TOE.NAJL 2 tit== SEE REOUIRED <br />)i <br />rH 'ZO <br />0 <br />0 NE 'I. <br />EA r <br />LO <br />JA N. TOP tDR <br />L SHEATHING EDGE w/ VERTICALWEBSAS BRACING PER TRUSS MAX. SPAONG. <br />.;OE ­L <br />STRUCTURAL ED NA �.NG (2) lod @ EA_ END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4 <br />I PER PLAN S ADJACENT STUD FRAMINGSHEET AA (i e, BSCI REO`MTS) WITH BLOCK`NGN. <br />SHEATH NG HEATHING TO i " AA E)CrENDINGAMI OF(3) <br />PRE-ENGINEERED SPLICED SHEATH TRUSS NOTES TRUSS BAYS PLACED <br />TRUSSES AT 2C O.C. 1 1 1 t 1 1 F I:T-T i BETWEEN PERMANENT <br />TRUSS STRAP PER PLAN (3) 1 Od NAILS@ (3) 1 Dd NAILS (9 TRUSS BRACI <br />EA. TRUSS TRU (RESULTING IN F-01 MAX, <br />SS NAIL BO7rO1V PROVIDE 2X8 PT PLATE 1/2DUk. 10' OVERALL BRACING) <br />C <br />OF GABLE 7RU ANCHOR BOLTS @ 4'-0' 0. MAX <br />12d's AT 'D NOTO <br />Emil FUN 11111 M :)NRY\\ HORIZONTAL 2x BLOCKING OVER PLATE. L,,K,N,rALE2TxWEEN <br />C rEXTERIOR wl _ ASONRY _ MASONRY WALL, BOND BEAM, UNTEL BEAM, FIRST 313AYS OF <br />U W i M 01 <br />C.0 WALL, SH THING PER PLAN SEE PLAN OR RAKED BEAM PER PLAN. FOR RAKED FRAMING TO <br />bA " PI AN A -A ATTACHMEFNOTROF ALL PERMANENT BRACING <br />SEE PLAN FOR STRUCTURAL SHEATHING BEAM (�P VAULTED CONDITION, SEE PLAN w/ I Od @ 4' O.C, <br />VERT. REINF. M0 S AND DETAIL <br />BWNG @ POMMIM WE N&L 9"ER voi,.. END T= BIKING DUAL 11/01/2023 <br />Kj�/NO_� TO SCALE A SW— CONT. 2X4 *' M TYP TRUSS R;WD90 <br />12d NAILS CONNECTOR PER PLAN <br />STRUCT 7F ALT, OUTILOOKER FRAMING <br />SHEATHING PER <br />7-P <br />- -WIDTH <br />X 10% <br />HOUSE <br />2 <br />x <br />x 0202 <br />RIDGE <br />GABLE END <br />BOSTON HIP <br />STRUCTURAL TYPTRUSS <br />SHEATHING PER PLAN CONNECTOR <br />CONT. 2X4 W/ (2) PER PLAN <br />12d NAILS <br />SEE REQUIRED <br />BRACING PER TRUSS <br />MANUFACTURER <br />ALT. OUTLOOKER FRAMING <br />(REO'D AT 17DMPH OR GREATER) <br />CONT. 2X4 W/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />PRE-ENOINEERED WOOD <br />TRUSSES AT 2'.V O.C. MAX. <br />FASCIA <br />(SEE AR H. DWG.) <br />AM W <br />2X4 LADDER FRAM114G AT 24' <br />2X BLOCKING AT DIAGONALS ONLY. ATTACH AT EA_ END W/ <br />4 <br />D.C. REOD AT OVERHANGS <br />(2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6* OC, <br />TTACH 0 <br />GREATER THAN 12* ATTACH To <br />w/ MIN. Od NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. <br />TRUSS TOP CHORD wl (2) 1 Sd <br />WHEN SECOND SPACE IS REQUIRED, <br />NAILS AT 24'O.C. <br />NAJL TO OPPOSITE SIDE OF BLOCKING� <br />STRUCTURAL <br />1, AT VERTICALS 3'-S'TO 6-6' USE ONE 2X4 V BACK <br />SHEATHING <br />PER PLAN <br />2. AT VERTICALS OVER W-Ir TO VW USE (2) ?X4 V BACKS (I <br />EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />3. AT VERTICALS OVER VWTO IT-17 USE ONE 2X4 V BACK <br />AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE <br />PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS <br />RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE <br />BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12cts AT EA. <br />END. IN ADDITION TO THE SECOND DIAGONAL, A <br />SEE PLAN FOR <br />STRONGELACK IS ALSO REO IRED AT THESE VERTICALS AND <br />ATTACHMENT OF <br />MUST BE ATTACHED TO EAIUL' BACK WTH (2) 12ds AND ONE <br />ALL STRUCTURAL <br />SIMPSON .' OR ONE USP FITS CONNECTOR. <br />SHEATHING. <br />SIDE NAIL ALL 'L' BACKS ANDSTR. wl 121S AT 6' <br />2x SHTG. <br />O.C. NOTCH *V BACKS AT TOP AND BOTTOM. <br />BLOCK <br />PRE�ENGINEERED WOOD <br />TRUSS ANCHOR TRUSSES AT 2*4r D.C. <br />MAX. <br />PER PLAN <br />CMU WALL PER PLAN FASCIA (SEE ARCH. <br />DRAWINGrS) <br />SHFATHINGPERPIAN <br />TRUSS <br />PER PLAN <br />FRAMING PER PLAN <br />PARTIAL WOOD BEARING I <br />spHIP TRUSS BRACING DETAIL @" Hl� 11/01/2023 <br />R / / / RZ-�01 <br />'X' 10% <br />'X" - 1D% <br />SEE REQUI SS EDO AT 17OMPH OR GREATER) <br />BRACING PER (R <br />HOL) SE WIDTH <br />HOU SE WIDTH <br />MANUFACT URER <br />STRUCTURAL <br />CONT. 2x FASCIA PER SHEATHING PE� PLAN <br />ARCHS*(2)12dNAI' 2X BLOCKING TOENAILED <br />THREE TRUSS BAYS BACK <br />01 2 <br />PRE-ENGINEERED FROM GABLE END <br />�-02 WOOD TR.0 STRUCTURAL SHEATHING <br />AE.N <br />< C, <br />PER PLAN <br />2. BLOCKING TOENAI.. BOTTOM CORD OF VALLET <br />3 TRUSS BAYS BACK TRUSS NAILED <br />?B <br />RIDGE <br />RIDGE <br />FROM GABLE END TO PURUN / 10d GUN NAIL <br />@ r <br />STRUCTURAL CONT. 2. FASCIA PER <br />2X4 <br />D <br />SHEATHING PER PLAN ARCHSR/ <br />H2 H25A @ ��12d NAILS <br />PRE - ENGIN 0 C MA` <br />)MASONRY <br />FIT <br />2" BLOCKING SHEATHING PER PLAN TRUSSES ATEEWFtEDWOMOUD <br />BETWEEN TRUSSES TRUSS ANCHOR CONTINUOUS <br />Imid"FAV" 8' CMU WALL OR UNTEL SEE HEATHING <br />EKEND PLAN FOR REINFORCEMENT <br />ROOF SHEATHING <br />NALS <br />ROOF FASTENING ZONES <br />8d RING <br />2 <br />1 3 <br />SHINGLE: <br />7/16'SPAN RATED SHEATHING <br />PANEL EDGES 0 SUPPORTS (1) <br />61 O.0 <br />61 O.0 <br />4'0.. <br />OR <br />SHANK <br />TILE 15132' SPAN RATED SHEATHING <br />01 13'x 2-3/8" <br />OR <br />PANEL FIELD (1) <br />fr O.C� <br />6. <br />METAL: 15/32' SPAN RATED SHEATHING <br />NOTES: <br />I LONG SIDE OF SHEATHING TO 13E PERPENDICULAR TO TRUSSES OR RAFrERS-TYPICAL <br />�� 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. DIMENSIONr OFFSET FROM ROOF F <br />3Cr WIDE HOUSE = 3, ZONE 4CY WIDE HOUSE = W ZONE, 5(Y WIDE HOUSE = FZONE. W WIDE F40USE = 6 ZONE <br />OVERF H2.5A @EA. <br />AMED TRUSS <br />EDGE NAILING <br />TRUSS TIE PER PLAN <br />PER PAN <br />�1� <br />SHEATHING, SEE PLAN WOOD <br />FOR ATTACHMENT <br />F—ING PER PLAN <br />UAMMGWEMEAL <br />R20B <br />MOD (I 1W2023) <br />RWG-202(RB-449) <br />NG ATT"Eff DMPM (MAXIMUM OF 150 MPH EXP C) 11/0112023 <br />EM—M-111 R �wilo <br />EDGE <br />NAILING <br />PER PLAN <br />SCR - IN <br />(2) sDwc'560D <br />TOP EWS FROM wow <br />PLATES To <br />TRU- @ IS- <br />0 C� (1) EA PLY <br />2X4 PURLIN @ <br />EA VALLEY <br />T SS NAIL TO <br />COMMON <br />TRUSS W/ 13) <br />1 6d NAILS <br />�4 <br />BRAC�� <br />HANGER Hi OA @EA END <br />PER OF VALLEY <br />MANUF. TRUSS &10 IT <br />2YA O.0 MAX <br />FRAMING SHEATHING <br />PER PER PLAN <br />PLAN <br />(��10 �04 (MOD) I 1MIM <br />RWG-203 (RB449) <br />­T— <br />SC—STOTIP— <br />(�).l 1-1. 1 - SD5 51.1—S.1 TRUSS <br />TO ­ECTED IISSE TRU <br />4Z <br />44) 1/4'0 . 217' <br />AT <br />U_ <br />III <br />T . E..R _ _ Z_ <br />(Z i�— <br />111T^1T I—IN—R OR <br />Fieldstone <br />C.O.A.# ARCHITECURE: <br />N <br />AA26002802 <br />C.O.E.# ENGINEERIN <br />N 02 <br />29349 <br />13 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />BENJAMIN NIESE, PE <br />STATE <br />P.E.# 86025 <br />0 RIO. <br />06/20/2024 <br />JAU xx\ <br />DATE 11110 <br />E c E <br />.12 E <br />E <br />E <br />E. <br />& <br />Michigan <br />3400 Auburn Rd <br />Sufte 200 <br />Auburn Hills, M1 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.fieldsioneae.com <br />C" <br />z <br />0 <br />P <br />z <br />z <br />0-� <br />U <br />< <br />2 <br />aw <br />C) <br />7 <br />_j <br />DRAWN BY: I F 1 <br />VERSION: 5.0] <br />SHEET NAME <br />DETAILS <br />ROOF <br />SHEET # <br />S4.1 <br />