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s 3 STRUCTURAL SHEATHING, SEE PLAN AND DETAILS I'- ATTAlUkIMIT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. -OR- 2x BLOCKING AT SHEATHING EDGES WI 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS wJ (3)1 Od NAILS, 24' O.C. CONTINUOUS STRUCTURAL CENTER MAX. SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETALI TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 9114' TYPICAL ,,,,,a, ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS w/ HEEL < 9114' ROOF TRUSS�ONASONRY acme: File Name: 1 /2"=1'-0" RWM-010 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d @ EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS 'EDIMENT BLOCKING @ GABLE 11 VALLEY SET TRUSSES AT 24" O.C. SHEATHING PER PLAN. GABLE TRUSS PER PLAN ROOF SHEATHING VALLEY SET TRUSSES PER PLAN I �AT 24" O.C. ROOF SHEATHING MIN. 9" LONG 20 GA. PER PLAN FLAT STRAP w/ (8) 10d SHEATHING PER SHEATHING PER PLAN. - O R - PLAN. - O R - 2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. one 1VALLEY SET OVER FRAME PRE-ENGINEERED ROOF TRUSSES @ MAX. 24' O.C. STRUCTURAL SHEATHING PER PLAN 20 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 2x4 "L" BACK. SHEATHING PER ARCH 1x4 FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ 2. AT VERTCALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). ('So_i' EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 20 SCALE: N.T.S. "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. "X" = 10% "X" = 10% "X" = 10% OF HOUSE WIDTH � ® HOUSE WIDTH � HOUSE WIDTH � x x 0 7 0 x (D (1) x- x C� o x X , RIDGE X RIDGE RIDGE GABLE END x GABLE END OO x x BOSTON HIP X GABLE X HIP X 1, 20 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 4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" 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 x 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 "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2z8 P.T. PLATE w/ 1/2" 0 x 10" -� M ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF @ 16" O.C. x TRUSS w/ 12d's AT 4" O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER nI AM MD❑AUrn nrAll AT 1/AI II Trn /H1AInImnAl rrr 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 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. NO ILS: 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 ROOF SHEATHING ATTACHMENT DIAGRAM 1 I Ln1Y. 1 VI1 nnnLU ULIIIYI III YIIULILU 11AIUI IIVIY, JLL / CONT. 2x4 PLAN AND DETAIL. \ 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN STRUCTURAL @TOP SHEATHING SEE PLAN NAILS @ 8" O.C. BUTT JOINT ALLOWED FOR ATTACHMENT (48' MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG. BRACE SPLICE SHOWN FIELD NAILING` PER PLAN \ 2x4 BLOCKING AT 48" O.C. 3 TRUSS BAYS FRAMING 2x6 NAILED @ BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE EN�DT RUSS BRACING DETAIL 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. CONT. 2x6 w/ (2) 12d NAILS ---- STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d @ EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING SHEATHING PER 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. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND @ 32' MAX. SPACING CIF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 20 'L' BACKS. NAIL "L' BACKS w/12d @ 12'0.C.(NOTCHED @ TOP w/2-12d TOENAILS 'L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING R09C PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE (8) 10d NAILS EACH SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 2z4 BLOCKING AT 2'-0" - O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER VALLEY SET TRUSSES PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" AT 24" O.C. MAX. GAP FROM TOP OF ROOF SHEATHING 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING PER PLAN FOR VERT. REINF. SHEATHING PER R07 "WALL BRACING AT NON -BEARING EXTERIOR WALL PLAN. 20 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. STRUCTURAL SHEATHING PER PLAN 20 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. 20 w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART - BOND BEAM PER PLAT FASCIA SEE ARCH. DRAWINGS nkAI I �►J��T�I■ 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. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 2x 5SH3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 BLOCKING "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 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 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. - 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND THE REMAINDER AT 48" O.C. DIAGONALS OVER 8'-0" MUST HAVE AN ADDITIONAL "T" BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6" O.C.. "T" BRACE LENGTH TO BE THE DIAGONAL'S LENGTH MINUS 12' FROM EACH END. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN R09B DUTCH HIP GABLE TRUSS BRACING DETAIL au BOSTON HIP ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL (4) 1/4" 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. O EACH MISSED L 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) FASTEN ERS ALLOWABLE LOADS CONNECTOR QT TYKE GRAVITY' 165) @ 1.0 UPLIFT(Ibs) 1.6 LATERAL I6 s 1.6 META16 8 0.148"x1.1/2"' -- 1450 F1: 340 F2: 770 HETA16 9 0..148"x1-1/2"" 1810 F1: F2: 770 (2) META 16 1-ply 10 0.148"X1-11./'2" _ 1875 F 1: 68C F2: 770 (2) META16 2- or 3-ply 14 .162"x3-1/2"' 1 -- 175 F1,1285 F2 :1080 (2) HETA16 1-ply 10 �0.1 `xl� 1/2" 1920Fl : 6 3 F2 : 770 (2) HF-TA16 2- or 3- Ply 12 0.162""x-i/2$' __ 2365 F1,1350 F2: 1 HS 1 8 0.148".1- 2" -- 1110 F1:120 "" 1-3/4�' Tite s F2. 90 S12 14 0.148"X1-1/2"' -- 990 -- TrS16 14 0.148"x1-12" 990 S16 16 0.148"x11/2" - 1310 - S20 24 0A48""x1-1/2" 1310 LST 12 10 0.148"x2-1/2" -- 92.5 LSTr 18 14 0.148"x2 1 2" 1235 - LSTA310 22 0.148"X2-1/2" -- 1640 -- ST.30 22 0..148"x2-1/2"° -- 2060-- MSTC52 62 10.148"x3-1/4."" - 4735 - T 10 4"" 2- -4"' Tite 2. -- 2900 -- 14 0:148"°X3-1/4"€ T 2 0.148" 3"°' "- 3965 F 1: 775 1 5/ "` ,ATR F2: 525 4Z TTRcarL 1 /8" ATR 2225 F1: 650 16 4)6"F SDS F2:630 T /L 2 5/16"" ATE 5546 F1: 650 2 1/4"" 3"" SIB F2: 630 VGT 1 5 8" ATR _- 494i3 F 1:1,185 16 1/4"'x3"" SDS F2: 590 (2) 2 5/ ' A�TI 7'1 - 2ply 8 3p 1 " F 1:1.185 32 1/4"X3" _SDS F2:590 fDTT2 1 11/r, ATR.. 1/4" x3"" SDS -- 1 2.5-2x4.min 2145- 2 2 x4 rn i n -- H0T4 1 5/8"' ATR 361 8 18 }� 0.148"x-Tq�a,A9Y H .. . .. 1 5/ r Yt I i4�i� ,1� �^q '-k J �,.F 26 0 148""X3"" 1 / 8" ATTR 26: S1310x2-1/2" IBA 1 ," S.,Z18 ATI4 7570 1900 12 0.162"x31/20. BU667 " 18205 247 -- 12 0.162"'X3 2" H2.5A 10 e0.131"x2-1/2"' -- 565 11:110 F2:110 H10A 18 0..148"x1 2" _- 1340 F1:565 F2: 285 H10 -2 18 0.148"x1- 2" 1080 F 1: 680 F2 : 21 HILTS 14 1/4"` 2-3/4!` T1ten 2 3500 1135 6 0.148"X3" L[ig1 26 a1�Y4 "' 3" 865 1165�' -- S q4 12 C0.148""x1-_1/2"" 1 L �(y Side: 640 Center: 1280 4 3/16'x2-3/4"'Titus 2 Fl : 85 2 0.131"x2-1/2" F2:135 ,A 5 12 0..131"x2-1/2" -- - F1:650 F2:670* SDWC15600 1 S W L5600 -- 615 11:130 F2: 225 SMfC15450 I SDWC15450 -- 295 F2:15 .�' . "1A7 +*' 0� 1r1111 N O N a O U 0 O cn M r ..i � 04 410 c� O I� 00 -v F--� � a' .E.q N lu r--a M ciz �O �� � r1 w 0 cn (V � *Pu It e G" �'-'u u sue_ T s� m •� 9 2 v oSO M 00 � 1 Lf") r 4 M 00 r� -1C 414 r=i a- � N F_q W o Q �8 w C) PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte