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Home My WebLink AboutSDetails 1 V1NOTE: REFER TO ARCHOECTUIWL DRAWINGS ANDIOR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (Le. HEEL HEIGHTS, 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 DWGS) CONTINUOUS STRUCTURAL SHEATHING DETAILATTYPICALTAUSSWIHEEL<9114' NAIL PER TYPICAL SHEATHING DETAIL TRUSSATTACHMENT: AILTRUSS EFDSARETO BE SECURED TOTHEWAIL BELOW USING ONE OFTHE BEIAW METHODS. ONE FULLOPTION MUST BE USED FOR CONTINUOUS LOAD PATH: a INSTALL TYPICAL TRUSS ANCHOR THROUGH EXIERKIR%EATHING. EXT. SHEATHING ISCONTIN000SAND WILL TRANSFER COMBINED SHEAR & UPUFT. b. INSTALLTYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL wl H25A @ EVERY OTHER STUDIO TOP PLATE. EXT. SHEATHING IS CONTNUOUS AND WBLTRANSFER COMBINED SHEAR & UPLIFT. c. INSTALL VICHORAS CALLED FOR ON THE PUNS. TWIST STRAPS ARE TO BE INSTALLED ON THE INSIDEOFTfEWA1L ANY STRAPS FROM THE SNDSTOTHE UNDERLYING STRUCIUREWILL BECAI.IED FOR ON THE PUNS. VALDEY SEr 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 wl (3) 10d EA END. OR VALLEYSET TRUSSES @ 24' O.C. SHEATHING PER PLAN 2X4 PUAUN @ EA. VAllEYTRUSS, NAILTO COMMON TRUSS wl (3)16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL @ 8' O.C. SIMPSON 410wI (16) Sd 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 Rob VALLEY SET OVER FRAME me 1 /2 s=1'-0" R W W-020 1 /2 —1.-0.. R WG-060 STRUCTURAL SHEATHING PER PLAN X4 LADDER FRAMING AT24' O.C. RED AT MERHANGSUPTO16. ATTACHTOTRUSS TOP CHORD wl (2)111 NAILS AT 16' O.C. DONT. 2A )MIN.) wl (2)10d NAILS SEE REWIRED BRACING PER TRUSS MANUFACTURER (.e. BSCI REQUIREMENTS) ALT.OVILOOKER 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 1Old TOENAILS @8'O.C.TRUSS TOTOP PLATE DRYWALLOR SHEATHING FIELD SHEATHING PER PLAN NAIUNG PER PLAN CONTINUOUS STRUCTURAL SHEATHING, NOTE THATWHENTHE VERTICAL'L'BRACE ISREQUIRED, HORIZONTAL L' SEE PLAN FOR ATTACHMENT BRACES ARE TO BE NAILED TO THESE MEMBERS. NAIL 17 LONG BLOCK ON ALLTRUSS WEBS WHERE VEFMCAL 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 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA END wl (2)12d TOENAILS, 9P=10%HOUSE WIDTH 3 'X'=10%HOUSE WIDTH T=10%HOUSE WIDTH 2X4 LADDER FRAMING AT 24' NAIL SHEATHING TOBLOCKING ATS'O.C. X X 3 O.C. FEUD AT OVERHANGS wl MIN. Bd NAILS, BLOCK 4 BAYS BACK GREATER THANI7,ATTACH FROM GABLE TRUSS. TO TRUSS TOP CHORD wI O O O X O O 7 (2)16d NAILS AT 16' O.C. 2X4 DIAGONAL N BRACING wl O 3 (5)12d COMMON NAILS EA. CONT.2X4 wl E4ND @ 37 MAX. SPACING / 2 (2)12d NAILS O2 < 1O STRUCTURAL SHEATHING \ PER PLAN RIDGE X GABLE END RIDGE RIDGE 2x BLOCKING BETWEEN EA. 1� GABLE END 0 TRUSS MEMBER OR TRUSS WEB. el BOSTON HIP 3 GABLE HIP 3 ROOF SHEATHING NAILS ROOF FASTENING ZONES Bd RING SHANK 0.113' z 2318'RATEDSHEATHING 1 2 3 SHINGLE: 7/16' SPAN RATED SHEATHING OFFSET DIMENSION 'X'=10%HOUSE WIDTH X x TILE:15137SPAN PANEL EDGES @ SUPPORTS (1) 61O.C. 61O.C. 4'O.C. METAL:15137 SPAN RATED SHEATHING PANEL FIELD (1) 6 O.C. 6 O.C. 6 O.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 T010% OF TOTAL HOUSE WIDTH, DIMENSION x OFFSET FROM ROOF EDGE. 39 WIDE HOUSE = T ZONE, 40 WIDE HOUSE = 4 ZONE, 50 WIDE HOUSE = 9 ZONE, SO WIDE HOUSE = B ZONE ROOF SHEATHING ATTACHMENT DIAGRAM 1/2"= 2x LEDGER wl (2)10d @ EA L IF LENGTH IS LESS THAN *17 USE 2X4 1! BACK, IF LENGTH IS GREATER THEN 4' 0' USE CROSSING TRUSS MEMBER FOR (2) 2X4'V BACKS, NAIL'V BACKS w112d @ 17 ROOF SHEATHING NAILING O.C. (NOTCHED @ TOP wl (I TOENAILS SEE PLAN FOR ATTACHMENT OF All 'L' BACK, EXTEND 6' PAST LOWER ROOF SHEATHING STRUCTURAL 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, W. C R W Na 090 N4 BLOCKING BETWEEN EA TRUSS (OR CONTINUOUS AS TRUSS ALLOW) wl(3)10d TOENAILEDTOEATRIISS. NAILMIYALL STUDS AS AVAILABLE PRE4BtlGINEERED ROOF TRUSSES (Z) 26 LEDGER wl(1)114' z 4117 SIDS SCREWTO EATRUSS & (1)114' z 4117 SDS SCREW TO RIBBON @ 8' O.C. "NOTE: DETAILL02BOASIMIARISREOUREDTOACCOMPAWTHISDETAL nva� PARTIAL GABLE END TRUSS DETAIL , , FLOOR TO BEARING WALL @ LOW ROOF i i FeName �1/2"=1'-0" RWG-093 �1/2"=1'-O" LGW-110 STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONNECTION N STUDS, SEE PLAN FOR SPACING & STRAPPING RED. CONT. N PUTE 16d NAILS @ 8' O.C. FLOOR SHEATHING PER PLAN N4 BLOCKING BETWEEN EA TRUSS (OR CONTINUOUS AS TRUSS ALLOW) wl(3)10d TOE NAILED TO 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 TO THE 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 0 3" o/c ATTACH SHEATHING TO NAILER w/ Sd COMMON 0 3" o/c 7/16" THICK (MIN.) SHEATHING w/ 3" o/c 81 NAILING- BLOCK ALL UNSUPPORTED PANEL EDGES w/ 2x BLOCKING — ATTACH SHEATHING TO TOP PLATES w/ 8d 0 3" o/c. 24 BRACES 0 — 12° o/c ALONG WALL LENGTH IL ' 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.D(PUTEwl(2)16d FLOOR SHEATHING PER PLAN NAILS@24'O.C. 2x4EXTENDINGAMINIMUM 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 TRUSS TO FRAMED WALL WISHEATHING U01FLOOR 1/2 _0.. LTW-012 2x STUDS, SEE PLAN FOR SPACING AND STRUCTURAL SHEATHING CONTINUOUS STRAPPING REQUIREMENTS THROUGH FLOOR CONNECTION, SEE PLAN CONT. 2z PLATE wI (2)161 NAILS @ EA. TRUSS FOR ATTACHMENT FLOOR SHEATHING PER PLAN NAILING PER DETAILS (4)16d NAILS RIBBON TO EA TRUSS Lid 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. TRUSS WILET-IN ON FRAMED WALL UB02FLOOR s— Fle",ema 1/2" = 1'-0" 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 @ 48' O.C. TO BOTTOM CORD TOTOP OFWALL HELD NAILING PER PLAN CONTINUOUS SHEATHING LAN PER PUN "M �,��c CONNECTION AT BEAM WI LOW ROOF 7/16/2021 ��OVERFRAMED GABLE END DETAIL 7/16/2021 L07D e. R20 tea. a 1/2" LGG-074 1/2" = 1'-0" R W G-200 L >° E 3 a ¢ Q s s V E o 3 - -NEE v -000 o a ) 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 Cl) Q O Z � O � H Z Q° W N g W Y LU —U LLO� m J Z w Lu Q U Y W Q � Z O_Y Q z o MY rn 2 o U M 2 U F ■ BEJAMIN NIESE, PE P.E. # 19770 IDAHO 03/17/2022 DATE �pF�ss oENS�c�G�L� 19770 NJ xO OF Q �! MIN NA L_ DRAWN BY: VERSION: 1.0 SHEET NAME DETAILS - ROOF SHEET # S4m 1