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IIII IVI I i I 1 1 II I I L I I 2x4 OUTLOOKER PER DRAWINGS 2z BLOCKING BETWEEN TRUSSES w/ 2x6 FASCIA o x (3) 8d INTO SUPPORT 0 EA END TO ADJACENT TRUSS OR TO TOP PLATES 2x BLOCKING AT SHEATHING EDGES SHEATHING PER PLAN 1x6 w/(3) 8d 0 EA. OUTLOOKER NOTE: STRUCTURAL SHEATHING CONTINUOUS REFER TO ARCHITECTURAL AT TRUSS HEEL, w/ SHEATHING EDGE TRUSS SCREW THRU LOCATION BRACING AT DRAWINGS AND/ OR TRUSS NAILING REQUIRED. TOP PLATES TO TRUSS VAULTED TRR BRACING MANUFACTURER DRAWINGS FOR FRAMING PER PLAN DETAIL AT RAISED HEEL CONTINUOUS STRUCTURAL SHEATHING SPECIFIC TRUSS PROFILE "D" INFORMATION. (i.e. HEEL WHEN 9-1/4' < < 15-1/4": HEIGHTS, SLOPE, OVERHANGS). SOLID 2x BLOCKING BETWEEN o TRUSS ANCHOR PER PLAN TRUSSES ATTACHED TO TOP PLATES w/ 8d NAILS 0 6 O.C. cv Z STRUCTURAL SHEATHING DETAIL AT RAISED HEEL ALONG LENGTH OF BRACED WALL PANELS SEE PLAN AND DETAILS FOR - ATTACHMENT o O O PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS SCREW NOTE: PER PLAN CONTINUOUS BRACING TRUSS TRUSS ANCHOR PER PLAN REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN FASCIA ' INFORMATION. (i.e. HEEL HEIGHTS, SEE ARCH. DRAWINGS SLOPE, OVERHANGS). LSHEATHING FRAMING PER PLAN PER PLAN Q TRUSS SCREW THRU TOP PLATES TO TRUSS BOND BEAM PER PLAN Q2 TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL TRUSS ON MASONRY ROOF TRUSS ON FRAME R01 "ROOF R02 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 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. 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 r 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). FI SHEATHING PER PLAN SIDE NAIL ALL "L' BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" 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%2' PL. STRUCTURAL SHEATHING ('�M� I v u WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED NAIL BOTTOM CHORD OF GABLE BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w / 12d's AT 4" O.C. CONDITION, SEE PLAN AND DETAIL. / CONT. 2x4 \ 2x4 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. / BRACE SPLICE SHOWN FIELD NAILING PER PLAN OCKING AT 48' 0 C \ 2x4 BL - \ / 3 TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R 0 9 PABL�EE NDTRUSS BRACING DE�TtlL GA (8) 10d NAILS EACH `. 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 Er (OR APPROVED EQUAL) CONDTIONS OF USE: AT EACH MISSED 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. LOCATION. :'4 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS ST�t� REPAIR L rR,3 rTvalrel rlul InnlnlFrrinnl► "X" = 10% HOUSE WIDTH 0 7(— — RIDGE X OO GABLE END BOSTON HIP 20 OUTLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS — OR PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 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) 1Od SHEATHING PER _ O R _ PLAN. I\ 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. one VALLEY SET OVER FRAME "X" = 10% HOUSE WIDTH GABLE "X" = 10% OF HOUSE WIDTH 3 x / / 2 C� RIDGE 1 HIP 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 0�5/32' SPAN RATED PLYWOOD 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 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 NAILING 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 0 32' MAX. SPACING IF LENGTH IS LESS THAN 4'-0' USE 2x4 'L' BACK, IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 '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 PLANJ PARTIAL GABLE END TRUSS DETAIL R09C PARTIAL GABLE SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER —OR- D PLAN. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 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 STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLA FASCIA 2x SHTG. VSEE ARCH. BLOCKING DRAWINGS 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. RO7 �AL BRACI4GAON-BEARINUE XTERIOR WALL 2x4 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 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 20 'L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 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 --8" CMU WALL OR LINTEL,EATHING 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 "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 UTCH HIP GABLE TRUSS BRACING DETAIL R09B STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN J AND SCHEDULE SHEATHING PER PLAN ROSB WALL BRACING AT BEARING WALL PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. 1x4 FURRING AT SHEATHING PER ARCH MAX. 16" O.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS (Sol EXTERIOR CEILING FURRING SCALE: N.T.S. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NI ESE, PE P.E. # 86025 FLORIDA 12-13-2019 DATE ,`\%%I III//// VIC 0 E ty: AL�� r 0 cl- 0 U O O M r-+ 00 O 0 00 \ 00 n� v UM cz "o T1 � w bA �� N a tPulte"', PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET S4.1 i `J