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o * zx 2x BLOCKING AT o SHEATHING EDGES NOTE: STRUCTURAL SHEATHING CONTINUOUS REFER TO ARCHITECTURAL AT TRUSS HEEL, w/ SHEATHING EDGE DRAWINGS AND/ OR TRUSS NAILING REQUIRED. MANUFACTURER DRAWINGS FOR FRAMING PER PLAN CONTINUOUS STRUCTURAL SHEATHING SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL WHEN 9-1/4" < "D" < 15-1/4": HEIGHTS, SLOPE, OVERHANGS). SOLID 2x BLOCKING BETWEEN o TRUSS ANCHOR PER PLAN TRUSSES ATTACHED TO TOP Q PLATES w/ 8d NAILS @ 6" O.C. - STRUCTURAL SHEATHING ALONG LENGTH OF BRACED SEE PLAN AND DETAILS FOR DETAIL AT RAISED HEEL WALL PANELS ATTACHMENT o PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS V� SHEATHING PER PLAN BOND BEAM PER PLAN R01 ROOF TRUSS ON MASONRY N.T.S. 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. 20 w/ (2) 12d NAILS —� 20 OUTLOOKER DRAWINGS PER DRAWINGS 2x BLOCKING BETWEEN TRUSSES w/ 2x6 FASCIA (3) 8d INTO SUPPORT @ EA END TO ADJACENT TRUSS OR TO TOP PLATES SHEATHING PER PLAN 1 x6 w/(3) 8d @ EA. OUTLOOKER TRUSS SCREW THRU LOCATION OF BRACING AT TOP PLATES TO TRUSS VAULTED TRUSS. DETAIL AT RAISED HEEL TRUSS SCREW O 0)NOTE: PER PLAN CONTINUOUS BRACING TRUSS 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 1Q. TRUSS SCREW THRU TOP PLATES TO TRUSS @2 TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL R02 ROOF TRUSS ON FRAME 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. 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3 BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "L" " ° 0 O.C. @ APPROX. 45-DEG ANGLE. BACK AND AN ADDITIONAL DIAGONAL BRACE IS SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF (2) SIMPSON A23 w/ (8) 10d x 1-1/2" SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO (ONE ON EACH SIDE OF BRACE TO TOP PLATE). 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 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" ('EMI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING v v WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w/ 12d's AT 4" O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED � CONDITION, SEE PLAN AND DETAIL. CONT. 2x4 CONTINUOUS / \ 20 NAILED FLAT TO TOP OF BRACE ("T" x6 NAILED BRACE) NAILED TO DIAG. w/ 10d GUN 22 STRUCTURAL TOP NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN FOR ATTACHMENT (48" MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG, FIELD NAILING / BRACE SPLICE SHOWN PER PLAN \ 2x4 BLOCKING AT 48" O.C. - WOOD 3 TRUSS BAYS FRAMING 2x6 NAILED @ BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE rRo%97 GABLE END TRUSS BRACING DETAIL )- GABLE END (8) 10d NAILS EACH ' ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL 0 Ln Ln (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 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. E MISSED TRUSS STRAP REPAIR w R13 wu (TYPICAL CMU WALL CONNECTION) 0 J d "X" = 10% HOUSE WIDTH — 0 RIDGE GABLE END BOSTON HIP 20 OUTLOOKER PER DRAWINGS 2x4 FASCIA GABLE TRUSS — OR — PER PLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN CTURAL THING SEE PLAN ATTACHMENT ENGINEERED SES 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. BOND BEAM PER META16 AT BLOCKING w/1/4" -ROOF SHEATHING VALLEY SET TRUSSES VALLEY SET TRUSSES PLAN AND SCHEDULE 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 WALL TO BOTT. OF BLOCKING FLAT STRAP w/ (8) 10d PER PLAN PER PLAN FOR VERT. REINF. -SHEATHING PER SHEATHING PER SHEATHING PER WALL BRACING AT NON -BEARING EXTERIOR WALL PLAN. -OR- PLAN. -OR- PLAN. R 0 7 .----.----.- _---------- 2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. TF ona VALLEY SET OVER FRAME "X" = 10% HOUSE WIDTH RIDGE GABLE END GABLE Ix 2x4 PURUN @ 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. 20 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 FROM GABLE TRUSS. 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT 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 "X" = 10% OF TRUSSES AT 2'-0" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL HOUSE WIDTH � 3 TRUSS ANCHOR SHEATHING. "L" 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 BACK. 7 SEE CONN. CHART 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" x / BOND BEAM PER PLA BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). / I 2 FASCIA 2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 C Oj 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 RIDGE HEIGHT AND TO THE BLOCKING BELOW THE ROOF �J x " SHEATHING PER 8 CMU WALL OR LINTEL, 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 d MASONRY TO EACH "L° BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. HIP ——fv 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 IES: 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 @ 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'-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 2x4 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 20 "L" BACKS. NAIL "L" BACKS w/12d • 12°O.C.(NOTCHED • TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLAN—J PARTIAL GABLE END TRUSS DETAIL R09C PARTIAL GABLE SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. t0 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE "L" SACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND [HE 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 10 BE THE DIAGONAL'S LENGTH MINUS 12" FROM EACH END. ANCHOR INN. CHART VV U u U G 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 ® MAX. 24" O.C. SHEATHING PER ARCH 1z4 FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ (3)10d AT EA TRUSS (Sol_ EXTERIOR CEILING FURRING SCALE: N.T.S. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 El THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12-13-2019 DATE NMI 0 +-' i4 E0 k/ NAL IIIIi voo om r_q 00 c� 0 o 00 ^� H � ;_4=O OIN C) 0-" N It a� U m as V O � 0 bA '""', cz N Ix4 AL PulteGra i PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET S4.1