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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 —2x BLOCKING BETWEEN TRUSSES w/ (3) 8d INTO SUPPORT 0 EA END TO 2x BLOCKING AT =E ADJACENT TRUSS OR TO TOP PLATES SHEATHING EDGES �_ o SHEATHING PER PLAN NOTE: REFER TO ARCHITECTURAL STRUCTURAL SHEATHING CONTINUOUS DRAWINGS AND/ OR TRUSS AT TRUSS HEEL, w/ SHEATHING EDGE OCATION OF BRACING AT TRUSS SCREW THRU MANUFACTURER DRAWINGS FOR NAILING REQUIRED. TOP PLATES TO TRUSS VAULTED TRUSS. SPECIFIC TRUSS PROFILE FRAMING PER PLAN DETAIL AT RAISED HEEL INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). WHEN 9-1/4' <'D" < 15-1/4': SOLID 2x BLOCKING BETWEEN TRUSSES ATTACHED TO TOP PLATES w/ 8d NAILS 0 6' O.C. - r= N ALONG LENGTH OF BRACED 45- WALL PANELS - - - O O TRUSS SCREW PER PLAN NOTE: ZINUOUS 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). v SHEATHING PER PLAN FRAMING PER PLAN BOND BEAM PER PLAN �// QTRUSS SCREW THRU TOP PLATES TO TRUSS ®TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL ROOF TRUSS ON MASONRY R01 "ts ROOF TRUSS ON FRAME R02 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 20 'L' BACK: 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 'L' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 20 '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. 20 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. O O —_j X 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. 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). 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. 2x8 P.T. PLATE w/ 1/2' 0 x 10' CMU ANCHOR BOLTS AT 4'-O' O.C. MAX. w/2"x2" PL STRUCTURAL SHEATHING WASHERS AND 7' EMBEDMENT. SEE PLAN FOR ATTACHMENT Ly _ NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4' O.C. CONDITION, SEE PLAN AND DETAIL / CONT. 20 \ 20 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL SHEATHING SEE P��NAILS 0 8" O.C. BUTT ,DINT ALLOWED SHEATHING SEE PLAN__l (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN PER PLAN \ 20 BLOCKING AT 48' O.C. \ / 3 TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END TRUSS BRACING DETAIL GABLE END 2x4 LADDER FRAMING AT 24. OC REQ'D AT (8) 10d NAILS EACH `. o (4)1/400c2-1/4'k ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x6 w/ (2) 12d NAILS CMU WALL 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 NAILING SCREWS AT EACH STRAP. (1) SIMPSON HlSM16 CONDTIONS OF USE -(OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED N 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. 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. CD MISSED TRUSS STRAP REPAIR R13 (YPICAL CMU WALL CONNECTION) 21 ( 101 RIDGE-' .; GABLE END BOSTON HIP 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES ATM O.C. ' 20 BLOCKING AT 2'-0" O.C. w/ (2) 12d TOE EDIMENT BLOCKING GABLE EACH END TO TRUSS .n SHEATHING PER PLAN VALLEY SET TRUSSES BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w 1 4' / / AT 24' O.C. MAX. GAP FROM TOP OF ROOF SHEATHING VALLEY SET TRUSSES VALLEY SET TRUSSES 8" CMU WALL SEE PLAN WALL TO BOTT. OF BLOCKING PQR PLAN AT 24' O.C. AT 24' O.C. FOR VERT. REINF. MIN. 9' LONG 20 GA. FLAT STRAP w/(8) 10d ROOF SHEATHING PER PLAN ROOF SHEATHING PER PLAN WALL BRACING AT NON -BEARING EXTERIOR WALL R07 KM SHEATHING PER - O R - SHEATHING PER - O R - SHEATHING PER PLAN. PLAN. T-.-- I- - - 20 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. one VALLEY SET OVER FRAME 'X' = 10% °X" - 10% OF HOUSE WIDTH a HOUSE WIDTH tt — — 7 x / OX x_ c\ RIDGE' Qt GABLE END GABLE Ix RIDGE„" I' V HIP XX (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW STRUCTURAL SHEATHING PER PLAN 20 OUTLOOKER FRAMING AT 24' O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. — CONT. 20 w/ (2) 12d NAILS —� SIMPSON H10A wA16)8d NAILS MIN. - STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-O' O.C. MAX. " TRUSS ANCHOR SEE CONN. CHART BOND BEAM 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" 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 107. 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 FASCIA SEE ARCH. DRAWINGS 20 PURLIN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 8' O.C. 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. 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 x4 'L" 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2BACK.IL x4 "L 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 2x SHTG. 3. 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. 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. 0 APPROX. 45-DEG ANGLE. SPUCE DETAIL FOR DIAGONAL 4' LAP WITH 'T" LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN R09B UTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE BOSTON HIP CMU 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT \ / EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING .J TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOC( 8'-O' BAG( FROM GABLE TRUSS ROOF TRUSS PER MANUFACTURER W w/ (5) 12d COMMON 2x6 LEDGER TO FRAME w/(2). f2AAGONAI.BRAgNG NAILS EA. NAND 0 32' MAX SPACING 1/4 x 3 WOOD SCREW 0 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 PER p� 2x4 FIELD FRAMED RAFTER 016' O.C. MAX IF LENGTH IS LESS THAN 4'-0' USE 2x4 'L' BAG(, SPACING - TOE NAIL ONE SIDE OF RAFTER TO IF LENGTH IS GREATER THEN 4'-O' USE (2) 2x4 '! LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE BACKS. NAIL 'L' BACKS w/12d 012'O.C.(NOTCHED :, . SIDE, INSTALL A35 w/BOTTOMS BENT AND 0 TOP w/2-12d TOENAILS ATTACHED TO BOTTOM OF LEDGER & RAFTER 'L' BACK -EXTEND 6' PAST w/ 10d x 1 1/2' NAILS. CONNECT TOP AND LOWER ROOF SHEATHING BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS 2x4 LEDGER TO FASCIA CUT FRAME: PER SPECS SHEATHING PER PLAN) R09C PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE w/ (2) w/ 1/4' x 3' WOOD SCREW 0 16' O.C. SUSPENDE�DR AFTER STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN SHEATHING AND SCHEDULE PER PLAN R08B WALL BRACING AT BEARING WALL PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24' O.C. SHEATHING PER ARCH , 10 FURRING AT INSTALLED PER MANUF. MAX. 16' O.C. w/ (3)10d AT EA TRUSS sot EXTERIOR CEILING FURRING SCALE: N.T.S. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 D THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/15/20 DATE ` %%J 111111 J� !r ... .. 0.85025 ATE OF *• At. fill N 0 N c� 0 U o Q) m � 00 O rtz 0 O 00 A� �MM � N "o U N r, *PulteGroup- RODUCT MANAGER IRELEASE I nATC. vv /vv /Vvvv P PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 rSHEET S4.1