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CONTINUOUS STRUCTURAL SHEATHING <br />TRUSS ANCHOR PER PLAN <br />STRUCTURAL SHEATHING <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <br />DETAIL AT RAISED HEEL <br />PRE—ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. <br />TRUSS ANCHOR PER PLAN <br />FASCIA <br />SEE ARCH. DRAWINGS <br />BOND BEAM PER PLAN <br />R01 <br />2x BLOCKING AT <br />SHEATHING EDGES <br />NOTE: <br />REFER TO ARCHITECTURAL <br />DRAWINGS AND/ OR TRUSS <br />MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE <br />INFORMATION. (Le. HEEL <br />HEIGHTS, SLOPE, OVERHANGS). <br />THING PER PLAN <br />►00F TRUSS ON MASONRY <br />STRUCTURAL <br />SHEATHING PER PLAN <br />PRE ENGINEERED — <br />TRUSSES AT 24" O.C. <br />TRUSS ANCHOR <br />PER PLAN <br />BOND BEAM PER PLAN —� SHEATHING <br />AND SCHEDULE PER PLAN <br />R08B WAL�LB RACING AT �BERING WALL <br />'X' = 10% <br />HOUSE WIDTH � C <br />x <br />O O x <br />x <br />x �X <br />7r <br />RIDGE <br />O GABLE END <br />x - <br />BOSTON HIP :X[T\ <br />'X' = 10% <br />HOUSE WIDTH <br />0 O2 3 <br />x <br />RIDGE <br />0 GABLE END <br />GABLE <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1 x6 wA3) 8d 0 <br />EA. OUTLOOKER <br />PRE—ENGINEERED ROOF <br />TRUSSES 0 MAX 24' O.C. STRUCTURAL SHEATHING PER PLAN <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT <br />OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS <br />TOP CHORD w/ (2)-16d NAILS AT 24' O.C. <br />CONT. 2x4 w/ (2) 12d NAILS <br />1. AT VERTICALS 3'-6" TO 6'-6' USE ONE 2x4 'L' BACK. <br />SHEATHING PER ARCH 1x4 FURRING AT <br />INSTALLED PER MANUF. MAX. 16' O.C. w/ 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 "L' <br />(3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />sot EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2x4 <br />SCALE N.T.S. 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL <br />MEMBER IN THIS RANGE ATTACH THE DIAGONAL AT MID <br />"X" = 10% OF <br />HOUSE WIDTH —� <br />0 Vt7 <br />RIDGE`" N ' <br />HIP X <br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF <br />SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO <br />THE SECOND DIAGONAL, A STRONGBACK IS ALSO <br />REWIRED AT THESE VERTICALS AND MUST BE ATTACHED <br />TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON H5 <br />CONNECTOR. <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />SHEATHING PER PLAN. <br />GABLE TRUSS — OR — <br />PER PLAN <br />2x4 BETWEEN EA. <br />OUTLOOKER w/(2) <br />10d TOENAILS <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />PRE ENGINEERED <br />TRUSSES AT 24" O.C. <br />20 BLOCKING AT 2'—O' <br />O.C. w/ (2) 12d TOE NAILS <br />EDIMENT BLOCKING @ GABLE <br />EACH END TO TRUSS <br />SHEATHING PER PLAN <br />—VALLEY SET TRUSSES <br />AT 24' O.C. <br />—ROOF SHEATHING <br />VALLEY SET TRUSSES <br />VALLEY SET TRUSSES <br />BOND BEAM PER <br />PLAN AND SCHEDULE <br />META16 AT BLOCKING w/1/4' <br />PER PLAN <br />AT 24' O.C. <br />AT 24' O.C. <br />MAX. GAP FROM TOP OF <br />—MIN. 9' LONG 20 GA. <br />ROOF SHEATHING <br />ROOF SHEATHING <br />8' CMU WALL. SEE PLAN <br />WALL TO BOTT. OF BLOCKING <br />FLAT STRAP w/ (8) 10d <br />PER PLAN <br />PER PLAN <br />FOR VERT. REINF. <br />WALL BRACING <br />AT NON -BEARING EXTERIOR WALL <br />—SHEATHING PER _OR— <br />R <br />SHEATHING PER —OR_ <br />SHEATHING PER <br />RO7 <br />PLAN. <br />PLAN. <br />PLAN. <br />20 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />VALLEY SET OVER FRAME <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />AT 6' O.C. w/ MINIMUM 8d NAILS. BLOC( 4 BAYS BACK <br />FROM GABLE TRUSS. <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />SIDE OF BLOCKING. <br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' <br />O.C. 0 APPROX. 45—DEG ANGLE. <br />V-74- <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T' LAP <br />NAILED w/ (2) ROWS 10d GUN NAILS ® 8' O.C. <br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2' <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE). <br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's `—SHEATHING PER PLAN <br />AT 6' O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' <br />STRUCTURAL SHEATHING CMuI ANCHOR BOLTS AT 4'—O' O.C. MAX. w/2'x2' PL <br />SEE PLAN FOR ATTACHMENT WASTERS AND 7' EMBEDMENT. <br />CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF 016' O.C. <br />NAIL BOTTOM <br />TRUSS w/ 12d's AT 4' O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER <br />PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE <br />/ CONT. 20 PLAN AND DETAIL <br />20 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED <br />CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP <br />STRUCTURAL NAILS IIII 8' O.C. BUTT JOINT ALLOWED <br />SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED <br />x FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG, <br />FIELD NAILING % BRACE SPLICE SHOWN <br />PER PLAN 20 BLOCKING AT 48" 0 C — <br />ROOF SHEATHING <br />NAILS <br />ROOF FASTENING ZONES <br />SHINGLE: <br />7/16' SPAN RATED PLYWOOD OR OSB <br />8d RING SHANK <br />0.113' x 2-3/8" <br />1 <br />2 <br />3 <br />OFFSET DIMENSION "X" = 10% HOUSE WIDTH <br />'X' <br />"X" <br />TILE 15/32' SPAN RATED PLYWOOD <br />OR OSB <br />PANEL EDGES @ SUPPORTS (1) <br />6" O.C. <br />6' O.C. <br />4" O.C. <br />PANEL FIELD 1 <br />6' O.C. <br />6' O.C. <br />6" O.C. <br />METAL <br />15/32' SPAN RATED PLYWOOD w/24 GA. <br />19/32' SPAN RATED PLYWOOD w/26 GA <br />NOTES: <br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. <br />2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. <br />3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X' OFFSET FROM ROOF EDGE. <br />30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE <br />�R00F SHEATHING ATTACHMENT DIAGRAM <br />\ 3 TRUSS BAYS <br />WOOD FRAMING <br />2x6 NAILED 6 BOTTOM <br />PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 "GABLE END TRUSS BRACING DETAIL <br />GABLE END <br />20 LADDER FRAMING AT 24" O.C. REQ'D AT <br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS <br />TOP CHORD w/ (2)-16d NAILS AT 24' O.C. <br />CONT. 2x6 w/ (2) 12d NAILS —� <br />STRUCTURAL SHEATHING PER PLAN <br />2x BLOCKING BETWEEN EA. <br />TRUSS MEMBER OR TRUSS WEB. <br />2x LED(;ER w/2-10d 0 EA. <br />CROSSING TRUSS MEMBER <br />FOR ROOF SHEATHING <br />NAILING <br />20 BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING <br />TO BLOCKING AT 6' O.C. w/ MINIMUM Sd NAILS. <br />BLOC( 8'-0' BACK FROM GABLE TRUSS. <br />20 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND 0 32" MAX. SPACING <br />IF LENGTH IS LESS THAN 4'-0' USE 20'L' BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 2x4 'L' <br />BACKS. NAIL 'L' BACKS w/12d 012"O.C.(NOTCHED <br />0 TOP w/2-12d TOENAILS <br />"L' BACK —EXTEND 6' PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN— J <br />R09C PARTIAL GABLE END TRUSS DETAIL <br />PARTIAL GABLE <br />(8) 1Od NAILS EACH <br />(1) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />20 PURUN 0 EA VALLEY <br />TRUSS. NAIL TO COMMON <br />TRUSS w/(3) 16d GUN NAILS <br />BOTTOM CORD OF VALLEY <br />TRUSS NAILED TO PURLIN <br />w/ 10d GUN NAIL 0 8' O.C. <br />20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />STRUCTURAL SHEATHING PER PLAN <br />AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK <br />2x4 LADDER FRAMING AT 24' O.C. REQ'D AT <br />FROM GABLE TRUSS. <br />OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS <br />WHEN SECOND BRACE IS REWIRED, NAIL TO OPPOSITE <br />TOP CHORD w/ (2)-16d NAILS AT 24' O.C. <br />SIDE OF BLOCKING. <br />CONT. 2x4 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />PRE—ENGINEERED WOOD <br />TRUSSES AT 2'-0' O.C. MAX. <br />3 <br />SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL <br />SHEATHING. <br />TRUSS ANCHOR <br />3 <br />1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 20 'L' BACK. <br />SEE CONN. CHART <br />BOND BEAM PER P <br />2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 'L' <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />FASCIA <br />2x SHTG. <br />3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2x4 <br />SEE ARCH, <br />BLOCKING <br />'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />DRAWINGS <br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL <br />MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID <br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF <br />_9_8' <br />CMU WALL OR LINTEL, SHEATHING PER <br />SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO <br />SEE PLAN FOR PLAN <br />THE SECOND DIAGONAL, A STRONGBACK IS ALSO <br />REINFORCEMENT <br />REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED <br />L Al I <br />xll <br />TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON <br />H2.5A OR ONE USP RT5 CONNECTOR. <br />SIDE NAIL ALL 'L' BACKS AND STRONGBACKS w/ 12d's <br />AT 6' O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. <br />— 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE 'L' <br />BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND <br />THE REMAINDER AT 48' O.C. DIAGONALS OVER 8'-0' MUST HAVE AN ADDITIONAL "T' <br />BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6' O.C.. "T' BRACE LENGTH <br />TO BE THE DIAGONAL'S LENGTH MINUS 12' FROM EACH END. <br />TRUSS ANCHOR <br />SEE CONN. CHART <br />FRAMING PER PLAN <br />R09B U7TCH HIP GABLE TRUSS BRACING DETAIL <br />BOSTON HIP <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24' <br />O.C. MAX. <br />CMU WALL <br />(4) 1/4' 0 c 2-1/4" MASONRY <br />SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 <br />CONDTIONS OF USE: (OR APPROVED EQUAL) <br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED <br />2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. <br />3. NOT ACCEPTABLE ON MULTI —PLY TRUSS APPLICATIONS. <br />IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. <br />nRlMISSED TRUSS STRAP REPAIR <br />an <br />(TYPICAL CMU WALL CONNECTION) <br />����riiLLi111 <br />%PFiel&tone <br />C.O.A.# 29349 <br />3400 AUBURN RD., #200 <br />AUBURN HILLS, MI 48326 0 <br />(248)622-4035 <br />E BENJAMIN NIESE <br />P. E.# 86025 <br />❑ THOMAS A. WEBER, PE i S OF <br />P.E.# 73242 CORID . <br />FLORIDA <br />06_26-2020 At - <br />DATE �� <br />SIGNED 1111 I �� <br />10 <br />(D <br />o <br />Cc) <br />� <br />45 <br />00 <br />0 <br />C <br />A� <br />9� <br />v <br />U� <br />•� <br />i•-i <br />c� <br />'0 <br />pt <br />�' <br />O <br />w <br />o <br />bb <br />rq <br />r-1 <br />tz <br />N <br />� <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 03 /27 /2020 <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />1PLAN NAME <br />CEDAR <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET <br />S4.1 <br />