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CONTINUOUS STRUCTURAL SHEATHING — 1 TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH, DRAWINGS DETAIL AT RAISED HEEL 0 2x BLOCKING BETWEEN TRUSSES w/ Z ¢ (3) Sd INTO SUPPORT @ EA END TO �2x BLOCKING AT ADJACENT TRUSS OR TO TOP PLATES SHEATHING EDGES Q SHEATHING PER PLAN NOTE: REFER TO ARCHITECTURAL STRUCTURAL SHEATHING CONTINUOUS DRAWINGS AND/ OR TRUSS AT TRUSS HEEL, w/ SHEATHING EDGE TRUSS SCREW THRU LOCATION OF BRACING AT MANUFACTURER DRAWINGS FOR NAILING REQUIRED, TOP PLATES TO TRUSS VAULTED TRUSS. SPECIFIC TRUSS PROFILE FRAMING PER PLAN DETAIL ED AT RAISHEEL INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). WHEN 9-1/4" < "D" < 15-1/4" SOLID 2x BLOCKING -BETWEEN Z TRUSSES ATTACHED TO TOP o PLATES w/ 8d NAILS @ 6" O.C. ALONG LENGTH OF BRACED N WALL PANELSzz " a O 0 TRUSS SCREW PER PLAN NOTE: CONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN < DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). FRAMING PER PLAN v SHEATHING PER PLAN BOND BEAM PER PLAN 1Q. TRUSS SCREW THRU TOP PLATES TO TRUSS �2 )BUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL ROOF TRUSS ON MASONRY R01 NT3 ROOF TRUSS ON FRAME R02 lit STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 T' BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR, 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING "X" = 10% AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK HOUSE WIDTH FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 0 0 J x 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING, UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" 03��/z " O.C. @ APPROX. 45-DEG ANGLE. O SPLICE DETAIL FOR DIAGONAL 4' LAP WITH T LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. (2) SIMPSON A23 w/ (8) 10d z 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6" O.C. NOTCH 1" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING CMU WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w 12d's AT 4" O.C. / BEAM PER PLAN, FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL. / CONT, 2x4 24 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED \ CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN @ TOP STRUCTURAL NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. BRACE SPLICE SHOWN FIELD NAILING PER PLAN \ 2x4 BLOCKING AT 48" O.C. - 3 TRUSS BAYS \ / WOOD FRAMING 2x6 NAILED @BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE GABLE END TRUSS BRACING DETAIL R09 GABLE END 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. (8) 10d NAILS EACH STRAP ENGINEERED WOOD 0 TRUSS AT 24" CONT. 2x6 w/ (2) 12d NAILS a ROOF OMAX CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-1Od @ EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING I(4) 1/4" 0 c 2-1/4" MASONRY\� SCREWS AT EACH STRAP. \ / h1 cuAocnri uTc1A19 = COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. EACH MISSED LO 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. CD 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. N IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR c w R13 �� (TYPICAL CMU WALL CONNECTION) 0 a 4 RIDGE—' O GABLE END BOSTON HIP 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d @ EA. OUTLOOKER VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER -OR- PLAN. D 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. Dna )VALLEY SET OVER FRAME � wu >t� "X" = 10% "X" = 10% OF HOUSE WIDTH HOUSE WIDTH GABLE 0 0 7 1 C O RIDGE 20 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN, GABLE TRUSS _ OR PER PLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS EDIMENT BLOCKING GABLE ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16" SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113" x 2-3/8" 1 2 3 "X" OFFSET DIMENSION X = 10% HOUSE WIDTH X X TILE: 15/32" SPAN RATED PLYWOOD OR OSB PANEL EDGES @ SUPPORTS (1) 6" O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" O.C. 6" O.C. 6" O.C. METAL: 15/32" SPAN RATED PLYWOOD w/24 GA. 19/32" SPAN RATED PLYWOOD w/26 GA. 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 = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE R11 µROOF SHEATHING ATTACHMENT DIAGRAM 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0" BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND @ 32" MAX. SPACING -'--IF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 "L" BACKS. NAIL "L" BACKS w/12d @ 12"O.C.(NOTCHED @ TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLAN) PARTIAL GABLE END TRUSS DETAIL R09C �+ PARTIAL GABLE TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING, UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN R09B UTCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE BOSTON HIP VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER —OR- PLAN. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW SHEATHING PER PLAN. GABLE TRUSS PER PLAN ;EE PLAN MENT RED 24" O.C. 2x4 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX, GAP FROM TOP OF VALLEY SET TRUSSES 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING AT 24" O.C. FOR VERT. REINF. ROOF SHEATHING PER PLAN one WALL BRACING AT No EXTERIOR WALL SHEATHING PER PLAN. a - - - - ° --- _- - -- ° _ 2x4 PURLIN @ EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ 8" O.C. 2x4 BLOCKING AT DIAGONALS ONLY, ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK 20 OUTLOOKER FRAMING AT 24" O.C. OVER FROM GABLE TRUSS, DROPPED GABLE END TRUSS. ATTACH TO WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TRUSS TOP CHORD w/ (2)-16d NAILS. SIDE OF BLOCKING. CONT. 2x4 w/ (2) 12d NAILS SIMPSON H10A w/(16)8d NAILS MIN. STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR ° 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 T' BACK. SEE CONN. CHART BOND BEAM PER PLA 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 1" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). FASCIA 2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 SEE ARCH, BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS DRAWINGS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE, ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END, IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED nL ill I I ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME w/(2) 1/4" x 3" WOOD SCREW @ 16" O.C. BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER: 8d NAILS 4" O.C. AND 4" O.C. TO RAFTER/SUB-FASCIA (9P4 PLAN 2x4 FIELD FRAMED RAFTER @ 16" O.C. MAX SPACING - TOE NAIL ONE SIDE OF RAFTER TO LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE SIDE, INSTALL A35 w/BOTTOMS BENT AND ATTACHED TO BOTTOM OF LEDGER & RAFTER w/ 10d x 1 1/2" NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS LEDGER TO FASCIA CUT FRAME: PER SPECS w/ (2) w/ 1/4" x 3" WOOD SCREW @ 16" O.C. mAn SUSPENDED RAFTER 1iV Scale: File Name: PRE-ENGINEERED ROOF TRUSSES @ MAX. 24" O.C. SHEATHING PER ARCH 1x4 FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ (3)10d AT EA TRUSS ("S�01EXTERIOR CEILING FURRING SCALE: N.T.S. %PFiel&tone C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 • 8602 (248) 622-4035 BENJAMIN NIESE P.E.#86025 .�rA ', ❑ THOMAS A. WEBER, PE P.E.# 73242 . TATE OF 4 FLORIDA ODATE 20SIGNEDNA ♦�!'is��L In 0 F" CD 0 U 0 � o �C? 00 -1-+ •H O 0 r ^ VJ O .' c 000 N � 0N C 4j N vCn U`Yq d'+ c� ct Q) •0 � b�D 0 Cn N s 8 Z v .,y 9 v v o 9� C M CAI V 1 Lf FI-�-•I Eq o � w Q ;-4 o r� Oo 0 PRODUCT MANAGER - - - - s,b RELEASE DATE 03 27 20 REVI DATE EscRIPTION ' PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte ` PLAN NAME MUESTONE31 NPC CHILD NUMBER 2375.500 SHEET S4.1 ,