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CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT DETAIL AT RAISED HEEL PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH, DRAWINGS BOND BEAM PER PLAN R01 2x BLOCKING AT SHEATHING EDGES NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). THING PER PLAN '1OOF TRUSS ON MASONRY STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED - TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULEAm SHEATHING PER PLAN R08B WALL BRACING AT BEARING WALL "X" = 10% HOUSE WIDTH RIDGE -� OO GABLE END -� BOSTON HIP "X" = 10% OO HOUSE WIDTH x O 0 3 O x - - 2 x - RIDGE �i GABLE END -� GABLE Ix 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 wA3) 8d 0 EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR PER PLAN 20 BETWEEN EA. OUTLOOKER wA2) 10d TOENAILS EDIMENT BLOCKING @ GABLE VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN MIN. 9' LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER - O R - PLAN. 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. ona 1VALLEY SET OVER FRAME PRE-ENGINEERED ROOF TRUSSES 0 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. 20 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6' USE ONE 2x4 'L' BACK. SHEATHING PER ARCH J � tx4 FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ 2. AT VERTICALS 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). S01 EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0' USE ONE 2x4 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 "X" = 10% OF HOUSE WIDTH O ®'X7 C� RIDGE-" HIP X 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. SIDE NAIL ALL "L' BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT ,< NAIL BOTTOM CHORD OF GABLE / TRUSS w/ 12d's AT 4' O.C. CONTINUOUS / STRUCTURAL SHEATHING SEE PLAN x FOR ATTACHMENT HELD NAILING --/ \ PER PLAN 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" OR OSB 32" SPAN RATED PLYWOOD PANEL EDGES 0 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. -- - - NOIES: 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 CR11 ROOF SHEATHING ATTACHMENT DIAGRAM SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN SHEATHING PER - O R - PLAN. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 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 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' /r O.C. 0 APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T" LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2' (ONE ON EACH SIDE OF BRACE TO TOP PLATE). �-SHEATHING PER PLAN PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' CMU ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2"x2" PL. AND WASHERS 7" EMBEDMENT. MASONRY WALL w/ HORIZ JOINT REINF 016' O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE -CONT. 2x4 PLAN AND DETAIL. 2x4 NAILED FLAT TO TOP OF BRACE (°T' 2x6 NAILED BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP o NAILS 0 8' O.C. BUTT JOINT ALLOWED 48 MIN MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG. / BRACE SPLICE SHOWN 2 4 BLOCKING AT 48' 0 C - \ 3xTRUSS BAYS 2x6 NAILED 0 BOTTOM FRAMING WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE "GABLE END TRUSS BRACING DETAIL R09 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 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAUNG SHEATHING PER GABLE END 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 8'-0' BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. EAD 0 32' MAX. SPACING IF LENGTH IS LESS THAN 4'-0' USE 20 'L' BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 20 'L' BACKS. NAIL 'I! BACKS w/12d 012'0.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK -EXTEND 6' PAST LOWER ROOF SHEATHING PARTIAL GABLE END TRUSS DETAIL R( �+ PARTIAL GABLE (8) 10d NAILS EACH ' VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24' O.C. 2x4 BLOCKING AT 2'-0" - O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS ` SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF 8' CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT. REINF. R07 #&LBRACING AT NON -BEARING EXTERIOR WALL 20 PURLIN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL 0 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 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT FROM GABLE TRUSS. OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TOP CHORD w/ (2)-16d NAILS AT 24" O.C. SIDE OF BLOCKING. CONT. 20 w/ (2) 12d NAILS 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 'L" BACK. SEE CONN. CHART BOND BEAM PER P 21 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 "L' 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 CMU TO EACH V 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 'L' 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 B R09UTCH HIP GABLE TRUSS BRACING DETAIL 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 COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFTLOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. CR3 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) CONNECTOR FASTEN ERS ALLOWABLE LOADS CaTY TYPE GRAVITY Ibs 01.0 UPLIFT(Ibs) @ 1.6 LATERAL 1bs @ 1.6 META16 8 0.148"x1-1/2" -- 1450 F1:340 F2:770 HETA16 9 0.148"xl-1/2" - 1810 F1:340 F2: 770 (2) META16 1 I 10 0.148"x1-1/2" -- 1875 F1: 680 F2:770 (2) META16 2- or 3- DIV 14 0.162"x3-1/2" -- 1795 F1:1285 F2: 1080 (2) H ETA 16 1- I 10 0.148"x1-1/2" -- 1920 F 1: 680 F 2 : 770 (2) HETA 16 2- or 3- I 12 0.162"x3 1/2" -- 2365 F1:1350 F2: 1430 HSTM16 8 0.148"x1- 2" -- 1110 F1:120 4 1/4"x1-3/4" Titen 2 F2: 90 MTS12 14 0.148"x1-1/2" -- 990 -- MTS16 14 0.148"x1- 2" -- 990 -- HTS16 16 0.148"x1-1/2" -- 1310 -- HTS20 24 0.148"x1-1/2" -- 1310 - LSTA12 10 0.148"x2-1/2" -- 925 -- LSTA18 14 0.148"x2- 2" -- 1235 - LSTA30 22 0.148"x2- 2" -- 1640 -- MSTA30 22 0.148"x2-1/2" -- 2050 -- MSTC52 62 0.148"x3-1/4" -- 4735 -- MSTCM40 10 4N2- 4" Titen 2 -- 2800 -- 14 0.148"x3-1/4" MGT 22 0.148" x3" -- 3%S F 1: 775 1 5/8" ATR F2: 525 VGTR or L 1 5 8" ATR - 2225 F1: 650 16 1/4"x3" SDS F2: 630 VGTR/L 2 5/8"'ATR -- 5545 F1:6-% 32 1/4"x3" SDS F2: 630 V GT 1 S 8" ATR -- 4940 F 1:1185 16 1/4"' x3" SDS F2: 590 (2) VGT 2 5/8" ATR 7185-2ply 8890 3 I F1:1185 32 1/4"x3" SDS F2: 590 DTT2Z 1 8 1/2" ATR 1/4"x3" SDS 1825-2x4 m in 2145-(2)2x4min _ HTT4 1 5/8" ATR -- 3610 -- 18 0.148"x3-1/2" HTT5 1 5 8" ATR -- 4670 -- 26 0.148"x3" HTT5KT 1 5/8" ATR -- 5445 -- 26 SD#10x2-1/2" ABU44Z 1 5/8" ATR 7570 1900 -- 12 0.162"x3-1/2" ABU66Z 18205 2475 -- 12 0. 6"2'x3-1/2 H2.5A 10 0.131"x2-1/2" -- 565 F1:110 F2: 110 H10A 18 0.148"x1-1/2" __ 1340 F1:565 F2: 295 H10A-2 18 0.148"x1-1/2" -- 1080 F1:680 F2:260 HUC48 14 1/4"x2-3/4" Titen 2 3500 1135 -- 6 0.148"x3" LUS26 4 0.148"x3" 865 1165 -- SPH4 12 0.148"x1-1/2" -- Side : 640 -- Center : 1280 DTC dips 4 3/16"x2-3/4" Titen 2 F1: 85 2 0.131"x2-1/2" F2:135 A35 12 0.131"x1-1/2" __ F1:650 F2: 670" SDWC15600 1 SDWC15600 -- 615 F1:130 F2: 225 SDWC15450 1 SDWa545% -- 295 F2:150 C.O.A.# ARCHITECTURE: AA26002802 O co r _4 .4 4.4 00 9' N U cz • "Iall O �4_0 �P N I'0 apulte:._' ;- PRODUCT MANAGER IRELEASE I RAW. vv /vv /vvvv C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Family C7 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 12/10/20 DATE PLAN NAME Cedar NPC CHILD NUMBER No. 860 - 2810.500 SHEET ATE 4 S4,1 NAL. ❑