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W 1 swe: Fie Nana: RWM-010 SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24, O.C. 20 BLOCKING AT '-0" O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS BOND BEAM PER SHEATHING PER PLAN PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' 8e CMU WALL SEE PLAN MAX GAP FROM TOP OF FOR VERT. RE1NF. WALL TO BOTT. OF BLOCKING R 0 7 "WALLB RACING AT NON-BEARIiMEXTERIOR WALL STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN SHEATHING AND SCHEDULE PER PLAN R086 WALL BRACING AT BEARING WALL (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 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 lbs. UPLIFT. LOCAl10N. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) 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 2x4 � LQ '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 Me CONNECTOR. 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d 0 EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. - nR GABLE TRUSS PER PLAN 2x4 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) 10d SHEATHING PER _OR_ DI AM 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. DAQ VALLEY SET OVER FRAME 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 STRUCTURAL SHEATHING PER PLAN FROM GABLE TRUSS. 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 12". ATTACH TO TRUSS SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO PRE-ENGINEERED WOOD BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE TRUSSES AT 2'-0' O.C. MAX—\ ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 O.C. 0 APPROX. 45-DEG ANGLE. TRUSS ANCHOR CHART SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T' LAP SEE CONN. � NAILED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. BOND BEAM PER PLA (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' ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2' PL. STRUCTURAL SHEATHING (�M v u 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' AILED N 2x6 2x6 \ / BRACE) NAILED TO DIAG. w/ 10d GUN STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN FOR ATTACHMENT (48' MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG. % BRACE SPLICE SHOWN FIELD NAILING ,' PER PLAN 2x4 BLOCKING AT 48' 0 C -' \ 3 TRUSS BAYS 2x6 NAILED 0 BOTTOM WOOD FRAMING PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END TRUSS BRACING DETAIL GABLE END WOOD(' "X" = 10% HOUSE WIDTH ------ 0 T 0 RIDGE J GABLE END BOSTON HIP SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN PRE-ENGINEERED ROOF TRUSSES 0 MAX 24" O.C. SHEATHING PER ARCH -� 10 FURRING AT INSTALLED PER MANUF. MAX. 1&' O.C. w/ (3)10d AT EA TRUSS soy EXTERIOR CEILING FURRING SCALE: N.T.S. (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. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRAG IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 'L" BACK. 2. AT VERTICALS OVER 6'-6' TO 8'-4' 7 USE (2) 20 'L` BACKS (1 EA. SIDE) (OR —FASCIA 2x SHTG. FRAME PER CASE 3 BELOW). SEE ARC.{. BLOCKING DRAWINGS 3. AT VERTICALS OVER 8'-4' TO 13'-0' 8' CMU WALL OR USE ONE 20 'L' BACK AND AN UNTEL, SEE PLAN SHEATHING PER ADDITIONAL DIAGONAL BRACE IS REQUIRED FOR REINFORCEMENT PLAN AT THE PEAK AND AT EVERY OTHER MASONRY VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE 20 DIAGONAL BRACING w/ (5) 12d _ COMMON NAILS TO BLOCKING AND BLOCKING BELOW THE ROOF SHEATHING w/ TO THE `L" BACK UNLESS NOTED (5) 12d's AT EACH END. IN ADDITION TO OTHERWISE ON PLANS, PROVIDE THE SECOND DIAGONAL, A STRONGBACK IS ONE BRACE AT THE PEAK AND THE ALSO REQUIRED AT THESE VERTICALS AND REMAINDER AT 48' O.C. DIAGONALS MUST BE ATTACHED TO EACH 'L" BACK OVER 8'-0" MUST HAVE AN WITH (2) 12d's AND ONE SIMPSON H2.5A TRUSS ANCHOR ADDITIONAL 'T' BRAG ATTACHED OR ONE USP RT5 CONNECTOR. SEE CONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL 'L' BACKS AND FRAMING PER PLAN AT 6' O.C.. 'T' BRACE LENGTH TO STRONGBACKS w/ 12d's AT 6' O.C. NOTCH BE THE DIAGONAL'S LENGTH MINUS "L' BACKS AT TOP AND BOTTOM. 12' FROM EACH END. CH HIP GABLE TRUSS BRACING DETAIL "X" = 10% HOUSE WIDTH x O 0 3 x — — RIDGE 1Q GABLE END 31 GABLE ix 'X" = 10% OF HOUSE WIDTH 3 0 0 7 C� RIDGE QI 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 OSO 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 VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN SHEATHING PER ------ PLAN. 2x4 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. 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 Bd 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 20 '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 PLAN—' nnn PARTIAL GABLE END TRUSS DETAIL Rvcv m PARTIAL GABLE C.O.A.# ARCHITECTURE: AA260028W C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /26/21 DATE GE �I =* - STATEfill At. fill O r--'1 00 cn 0 i 00 IT A� cps a� C-A U O � w bA r�./-�i cz cf) N � *PulteGroup- RODUCT MANAGER RELEASE XXX PROJECT TYPE SPECIFICATION LEVEL mte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET S4.1