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CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING DETAIL AT RAISED HEEL SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS 20 OUTLOOKER PER DRAWINGS 2x BLOCKING BETWEEN TRUSSES w/ 2x6 FASCIA z Q (3) 8d INTO SUPPORT 0 EA END TO ADJACENT TRUSS OR TO TOP PLATES 2x BLOCKING AT SHEATHING EDGES SHEATHING PER PLAN 1 x6 w/(3) 8d 0 EA. OUTLOOKER NOTE: STRUCTURAL SHEATHING CONTINUOUS REFER TO ARCHAT TRUSS HEEL, w/ SHEATHING EDGE TRUSS SCREW THRU ARCHITECTURAL F-LOCATION OF BRACING AT DRAWINGS AND OR TRUSS NAILING REQUIRED. TOP PLATES TO TRUSS VAULTED TRUSS. MANUFACTURER DRAWINGS FOR FRAMING PER PLAN :7��DETAIL AT RAISED HEEL SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL WHEN 9-1/4' < "D" < 15-1/4': SOLID 2x BLOCKING BETWEEN HEIGHTS, SLOPE, OVERHANGS). 9 TRUSSES ATTACHED TO TOP F== PLATES w/ 8d NAILS 0 6' O.C. Z ALONG LENGTH OF BRACED N WALL PANELS 0 TRUSS SCREW O 0 NOTE: PER PLAN CONTINUOUS BRACING TRUSS MANU . r ='l 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 SHEATHING PER PLAN QTRUSS SCREW THRU TOP PLATES TO TRUSS BOND BEAM PER PLAN 0 TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL R01 "ROOF TRUSS ON MASONRY R02 ROOF TRUSS ON FRAME 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. 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 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 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. 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'-0" O.C. MAX. w/2'x2' PL STRUCTURAL SHEATHING WASHERS AND 7' EMBEDMENT. SEE PLAN FOR ATTACHMENT MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED NAIL BOTTOM CHORD OF GABLE RAKEDBEAM PER PLAN. FOR BEAM TRUSS w/ 12d's AT 4" O.C. CONDITION, SEE PLAN AND DETAIL AT VAULTED / CONT. 2z4 \ 20 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN PER PLAN --/1 \ 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 (8) 10d NAILS EACH ' ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. [�?T,111I7.11� (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. AT EACH MISSED ti 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. k5 IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR w R13 (TYPICAL CMU WALL CONNECTION) 0 J "X' 10% HOUSE WIDTH RIDGE—� OO GABLE END BOSTON HIP 2x4 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 AT 24' O.C. 2x4 BLOCKING AT 2'-0' O.C. w/ (2) 12d TOE NAILS EDIMENT BLOCKING @ GABLE EACH END TO TRUSS SHEATHING PER PLAN -VALLEY SET TRUSSES AT 24" O.C. -ROOF SHEATHING VALLEY SET TRUSSES VALLEY SET TRUSSES BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" PER PLAN AT 24" O.C. AT 24' O.C. MAX. GAP FROM TOP OF -MIN. 9° LONG 20 GA. ROOF SHEATHING ROOF SHEATHING 8' CMU WALL SEE PLAN FOR VERT. REINF. WALL TO BOTT. OF BLOCKING FLAT STRAP w/ (8) 10d PER PLAN PER PLAN BRACING AT NON -BEARING EXTERIOR WALL -SHEATHING PER —OR— SHEATHING PER —OR— SHEATHING PER R07 "WALL PLAN. PLAN. PLAN. 20 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. Quo VALLEY SET OVER FRAME I IVV 1n= "X" = 10% OO HOUSE WIDTH O x — — 2 RIDGE GABLE END —� 3 GABLE X "X" = 10% OF HOUSE WIDTH 0 V<'7 RIDGE`" } v HIP X� (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 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 STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR X SEE CONN. CHART BOND BEAM PER PLA FASCIA 2x SHTG. SEE ARCH. BLOCKING DRAWINGS 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 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 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. 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 NAILING 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'—O' BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 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 012"0.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK —EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PLAN) PARTIAL GABLE END TRUSS DETAIL R09C -- PARTIAL GABLE 20 PURUN 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 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. 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). 3. AT VERTICALS OVER 8'-4" TO 13'-0' USE ONE 2x4 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 MASONRY TO EACH 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 'I! 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 R09B UTCH HIP GABLE TRUSS BRACING DETAIL 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 1x4 FURRING AT MAX. 16' O.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS sot EXTERIOR CEILING FURRING SCALE: N.T.S. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86026 FLORIDA 12-13-2019 DATE , % 111111111 Q. r TATE �,. RioO' •'?�� AL 0 N 2 CL 0 U M r+ 0 o ACYN ;.48 Q -N N v "o U 9 • � "o �•O+ N *PulteGroup- PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte 1PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET S4.1