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Home My WebLink AboutSDetails 1 V1E APPROVED NOTE OW17122 � - REFER TOARCHDECTUTALDRA'MNGSANDIORTRUSS MANUFACTURER DRAWINGS FOR SPECIFICTAUSSFAORIE .: •.vna:a�M"°� INFORMATION. (�e. HEELFEIGHTS, SLOPE, OVERHANGS) 2x BLOCKING AT SHEATHING EDGES w/ (3) Ed NAILS INTO TRUSS CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL FRAMING PER PLAN STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT24' O.C. MAX. TRUSS ANCHOR STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT24' O.C. MAX. -OR- 2x RIBBON BOARD ATTACHED TO TRUSS wl0)10d NAILS, 24' O.C. CENTER MAX. SPACING CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL FRAMING PER PLAN DETAILAT TRUSS HEEL, 9114' / PER PLAN FRAMING PER PLAN I FASCIA, (SEEARCH DINGS) CONTINUOUS STRUCTURAL SHEATHING DETAILATTYPICALTRUSSWIHEEL<9114' NAIL PER TYPICAL SHEATHING DETAIL TRUSSATTACHMENT: ALTRUSS EFDSARETO BE SECURED TOTHEWALL BELOW USING ONE OFTHE BELOW METHODS. ONE FULLOPTKMN MUST BE USED FOR CONTINUOUS LOAD PATH: a INSTALL TYPICAL TRUSS ANCHOR THROUGH EXTERIOR SHEATHING. EXT. SHEATHING ISCONRN000SAND WILL TRANSFER COMBINED SHEAR & UPUFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL wl H25A @ EVERY OTHER STUDIO TOP PLATE. EXT. SHEATHING IS CONTINUOUS AND WLLTRANSFER COMBINED SHEAR & UPIFT. c. INSTAULMCHORAS CADS FOR ON THE PUNS. TWIST STRAPS ARE TO BE INSTPIIIlI ON THE INSIDEOFTNEWAIL ANY STRAPS FROM THE STUDSTOTHE UNDERLYING STRUCNAEWILL BECPLIED FOR ON THE PUNS. VALLEY SET TRUSSES @ 20 O.C. MIN. 9' LONG 20 GA. FLAT STRAP wl (8)16d SHEATHING PER PLAN 2X4 BLOCKING UNDER TRUSS ENDS, NAIL TO TRUSS CHORDS w/ (3) 10d EA END. OR VALLEYSET TRUSSES @ 24' O.C. SHEATHING PER PLAN 2X4 PUAUN @ EA. VAl1EYTRUSS, NAILTO COMMON TRUSS wl (3)16d GUN NAILS BOTTOM CORD OF VAI.EEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL @ B' O.C. SIMPSON 410w1(16) Bd VALLEY SET NAILS MIN. TRUSSES @ 24' O.C. 2X4OUTLOOKER FRAMING AT 24' O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO SHEATHING TRUSS TOP CHORD wl (2)111 NAILS PER PLAN CONT.2X4 (MIN.) wl (2)12d NAILS SEE REQUIRED BRACING PER TRUSS MANUFACTURER (1) SDWC15600 ((i.e. BSCI REQUIREMENTS) TRUSS SCREWTO MR TRUSS BELOW Roe ROOF TRUSS ON FRAMING Fl.me Rob VALLEY SET OVER FRAME me RW W-020 1 /2"=1'-0" RWG-060 9P=10%HOUSE WIDTH 3 'X'=10%HOUSE WIDTH T=10%HOUSE WIDTH �. �. x X 3 0 0 3 0 T / / 2 o ) O RIDGE X RIDGE X RIDGE T GABLE END 1� GABLE END BOSTON HIP 3 GABLE HIP 3 ROOF SHEATHING NAILS ROOF FASTENING ZONES 8d RING SHANK 0.113' z 2318' 1 2 3 SHINGLE: 7/16' SPAN RATED SHEATHING OFFSET DIMENSION 'X'=10%HOUSE WIDTH X x TILE: 15137SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 61O.C. 61O.C. 4'O.C. METAL: 15137SPAN RATED SHEATHING PANEL HELD (1) B'O.C. 61O.C. 61O.C. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION x OFFSET FROM ROOF EDGE. 30 WIDE HOUSE = T ZONE, 40 WIDE HOUSE = 4 ZONE, 50 WIDE HOUSE = 9 ZONE, 60' WIDE HOUSE = B ZONE ROOF SHEATHING ATTACHMENT DIAGRAM 1 /2"-1'_O.. STRUCTURAL SHEATHING PER PLAN X4 LADDER FRAMING AT24' O.C. REDTI AT MERHANGSUPTO16. ATTACHTOTAUSS TOP CHORD wl (2)111 NAILS AT 16' O.C. DONT. 2X4 (MIN.) wl (2)10d NAILS SEE REWIRED BRACING PER TRUSS MANUFACTURER (.e. BSCI REQUIREMENTS) ALT.OUTLOOKER FRAMING GABLE TRUSS wl VERTICAL WEBS @ 16' O.C. BLOCKING AS REQUIRED FOR ZONE 2 SZONE 3 EDGE NAIUNG REQUIREMENTS & AS REQUIRED BYTRUSS MANUFACTURER PERMANENT TRUSS BRACNG PER TRUSS ENGINEER I BCSI NAILED TO BOTTOM CORD 10dTOENAILS @8'O.C.TRUSS DRYWALLOR TOTOP PLATE SHEATHING FIELD SHEATHING PER PLAN NAIUNG PER PLAN CONTINUOUS STRUCTURAL SHEATHING, NOTE THATWHEN THE VERTICAL'V BRACE IS REQUIRED, HORIZONTAL -V SEE PLAN FOR ATTACHMENT BRACES ARE TO BE NAILED TO THESE MEMBERS. NAIL 17 LONG BLOCK ON ALLTRUSS WEBS WHERE VERTICAL 1! IS NOT REQUIRED IN ORDER TO SEE PLAN FOR ATTACHMENTOFADL CONNECT THE HORIZONTAL'L'BRACE STRUCTURAL SHEATHING. GABLE END TRUSS BRACING DETAIL @ INTERIOR WIND ZONES 1 /2'1'-0" 2X4 LADDER FRAMING AT 2 r O.C. FEUD AT OVERHANGS GREATER THAN 17, ATTACH TO TRUSS TOP CHORD wl (2)16d NAILS AT 16' O.C. CONT.2X4 wl (2)12d NAILS STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER wl (2)10d @ EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING SEE PLAN FOR ATTACHMENT OF All STRUCTURAL SHEATHING. 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA END wl (2)12d TOENAILS, NAIL SHEATHING TO BLOCKING AT S' O.C. w1 MIN. Bd NAILS, BLOCK4 BAYS BACK FROM GABLE TRUSS. 2X4 DIAGONAL BRACING WI (5)12d COMMON NAILS EA. / E4ND @ 37 MAX. SPACING IF LENGTH IS LESS THAN *17 USE 2X4 V BACK, IF LENGTH IS GREATER THEN 4' 0' USE (2) 2X4 'V BACKS, NAIL 'V BACKS w112d @ 17 O.C. (NOTCHED @TOP w/ (I 12d TOENAILS 'V BACK, EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PLAN 2x STUDS, SEE PLAN FOR SPACING & STRAPPING RED. FLOOR SHEATHING PER PLAN - CONTINUOUS UNDER UPPER WALL TRUSS PER PLAN J N STUD, SEE PLAN FOR SPACING & STRAPPING RED. UP TO 120 MPH, CAT II, EXP. C RW Na 090 N4 BLOCKING BETWEEN EA TRUSS (OR CONTINUOUS AS TRUSS ALLOW) wl(3)10d TOENAILEDTOEATRLISS. NAILTOWALL STUDS AS AVAILABLE PRE-ENGINEERED ROOF TRUSSES (Z) 26 LEDGER wl(1)114' z 4117 SIDS SCREW TO EA TRUSS & (1)114' z 4117 SDS SCREW TO RIBBON @ 8' O.C. "NOTE: DETAILL02BOASIMIARISREOUREDTOACCOMPAWTHISDETAL GABLE END TRUSS DETAIL , i FLOOR TO BEARING WALL @ LOW ROOF E�_'�PA.RjIAL Fie ua��eO RW G-093 1 /2-0" LG W-110 STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONNECTION N STUDS, SEE PUN FOR SPACING & STRAPPING RED. CONT. N PUTE 16d NAILS @ B' O.C. FLOOR SHEATHING PER PLAN N4 BLOCKING BETWEEN EA TRUSS (OR CONTINUOUS AS TRUSS ALLOW) wl(3)10d TOE NAILEDTO EA TRUSS. NAIL TO WALL STUDS AS AVAILAEU EDGE NAILING PER DETAILS PRE. ENG. TRUSSES @ 24' O.0 TRUSS I JOIST PER PLAN J / / / HTU26OR HANGER PER SHEATHING PEA PLAN TRUSS MANUF. OR PLAN BEAM OR FLOOR *NOTE: AN ALTERNATIVE TOTHE WALL SHEATHING TRUSS GIRDER EDGE NAILING BEING CONTINOUS TITHE BEAM BELOW IS TO USE PER DETAILS LUA12 @ EA STUD ABOVE TO BEAM BELOW ENGINEERED TRUSS OR �� ENGINEERED TRUSS —,vA— I -JOIST (ROOF OR FLOOR) (ROOF OR FLOOR) 1,1 NAILER ATTACHED TO TRUSS BOTTOM CHORD w/ 10d NAILS @ 3" o/c ATTACH SHEATHING TO NAILER w/ Sd COMMON @ 3" o/c 7/16" THICK (MIN.) SHEATHING w/ 3" o/c 8d NAILING- BLOCK ALL UNSUPPORTED PANEL EDGES w/ 2x BLOCKING - ATTACH SHEATHING TO TOP PLATES w/ 8d @ 3" o/c. 24 BRACES @ — 12° o/c ALONG WALL LENGTH le' ATTACH EACH BRACE TO TOP PLATE w/ a) Isd NAILS OPTION I OPTION 2 INTERIOR SHEAR WALL BRACING w/ RO7 TRUSS OR I -JOIST PARALLEL TO WALL 2x STUDS, SEE PLAN FOR SPACING STRUCTURAL SHEATHING CONTINUOUS AND STRAPPING AEI. THROUGH FLOOR CONNECTION, SEE PLAN FOR ATTACHMENT CONT.2(PLATEOI2)16d FLOOR SHEATHING PER PLAN NAILS @ 24'O.C. 20 EXTENDING AMINIMUM OF6'4P, CONNECTED TO THE END GABLE TRUSS AND AT LEAST (3) FLOOR TRUSS wl(3)10d NAILS. THIS 2x4 BRACING SHALL BE SPACED A MAXIMUM OF 6-V APART. HELD FRAME 2X4 KNEE WALL OR PRE-ENG - - - - - - - FLOOR TRUSS, STUDS @ 16' O.C. wl (2)16d NAILS @ EA END TRUSS PER PLAN SHEATHING FRAMED BEARING WALL, PER PLAN SEE PLAN AND DETAILS FLOOR TRUSS TO FRAMED WALL WISHEATHING LV I o s�,e F,e,"ame LTW-012 2x STUDS, SEE PLAN FOR SPACING AND STRUCTURAL SHEATHING CONTINUOUS STRAPPING REQUIREMENTS THROUGH FLOOR CONNECTION, SEE PLAN CONT. 2z PLATE w1(2)16d NAILS @ EA. TRUSS FOR ATTACHMENT FLOOR SHEATHING PER PLAN NAILING PER DETAILS (4)16d NAILS RIBBON TO EA TRUSS 8d NAILS 3' O.C. WALL SHEATHING TO EA TRUSS (4)16d NAILS RIBBON TO EA TRUSS & (1)10d NAIL @ 8 O.C. TOE NAILED TO TOP PLATE TRUSS PEA PUN NAILING PER DETAILS TI 2x STUDS, SEE PLAN FOR SHEATHING PER PUN SPACING & STRAPPING RED. FLOOR TRUSS WILET-IN ON FRAMED WALL � s�ie E1/2"=1'-O" Foe LTW-022 2x4 UDDER FRAMING AT 24' O.C. FEUD AT OVERHANGS GREATER THAN IT, ATTACH TO TRUSS TOP CHORD wl (016d NAILS AT 16' O.C. OONT. 2x FASCIA PER ARCH. wl (412d NAILS H2.5A @ EA OVER FRAMED TRUSS PRE-ENGINEERED WOOD TRUSSES AT 74P O.C. MAIL STRUCTURAL SHEATHING PER PLAN MSTAM24 @ 48' O.C. MIN. @ TRUSS WEB MEMBERS, (2) 3116' DIA. z 3'TAPCONS TO CMU OA HGAM10 @ W O.C. TO BOTTOM CORD TOTOP OFWALL REM NAILING PER PLAN CONTINUOUS SHEATHING LAN PER PLAN "M ��2-STORY CONNECTION AT BEAM WI LOW ROOF 7/16/2021 U20OVERFRAMED GABLE END DETAIL 7/16/2021 LV � v e ®me1/2"=1'-O" L( 741/2.=1'-0" RWGa200 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 + 1 813.466.3310 Minnesota 6500 City West Pkwy Suite 300 Eden Prairie, MN 55344 + 1 612.607.0115 www.fieldstoneae.com VJ Q O Z OR_ H Z Q° w c l g LUo wY VJ LLO� v i� J LU 120 J Z ww� (D 6 W Of Q lY Z "< Z oY M� rn= oU M 2 U F ■ BEJAMIN NIESE, PE P.E. # 19770IDAHO 03/17/2022 DATE �pF�ss oENS�c�G�Lcz 19770 NJ xO 6 9� OF N �! MIN N��S L_ DRAWN BY: VERSION: 1.0 SHEET NAME DETAILS - ROOF SHEET # S4m 1