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0 <br />a Ti 1 iil <br />7 <br />1 <br />�. «� ' ��, ••1 r• 1 as � r � 1' 1 a•, <br />a 7:' al 111 <br />DETAIL AT TYPICAL TRUSS w/ HEEL < 91W <br />i ROOF TRUSS ON MASONRY <br />RO1 Scdc fie Nomc <br />1 /2"=1'-0" RWM-010 <br />STRUCTURAL <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />RE ENGINEERED <br />TRUSSES AT 24" O.C. <br />20 BLOCKING AT 2'-0" <br />O.C. w/ (2) 12d TOE NAILS <br />EACH END TO TRUSS <br />BOND BEAM PER SHEATHING PER PLAN <br />PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' <br />8' CMU WALL SEE PLAN MAX. GAP FROM TOP Of <br />FOR VERT. REINF. WALL TO BOTT. OF BLOCKING <br />R07 WAL�LB RACING AT NON-BEARI�GEXTERIOR WALL <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 WALL BRACI�GA��B EARING�WALL <br />(8) 10d NAILS EACH <br />(4) 1/4' 0 c 2-1/4' M, <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24" <br />O.C. MAX. <br />CMU WALL <br />SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 <br />COND110NS OF USE: (OR APPROVED EQUAL) <br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (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 />rRl3)y—lllEUTRUll STRAP REPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />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 20 'L" BACK. <br />2. AT VERTICALS OVER 6'-6" TO 8'-4' USE (2) 20 "L" <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 20 <br />'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 />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 />REQUIRED 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 />2x6 FASCIA <br />1x6 w/(3) 8d 0 <br />EA. OUTLOOKER <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />rtK VLAIV 2x4 BETWEEN EA. —� <br />OUTLOOKER w/(2) <br />10d TOENAILS <br />EDIMENT BLOCKING @ GABLE <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />MIN. 9' LONG 20 GA. <br />FLAT STRAP w/ (8) 10d <br />SHEATHING PER _OR_ <br />PLAN. <br />20 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />one )VALLEY SET OVER FRAME <br />PRE—ENGINEERED ROOF <br />TRUSSES 0 MAX. 24' O.C. <br />SHEATHING PER ARCH J 10 FURRING AT <br />INSTALLED PER MANUF. MAX. 16' Q.C. w/ <br />(3)10d AT EA TRUSS <br />soy EXTERIOR CEILING FURRING <br />SCALE N.T.S. <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER _OR_ <br />PLAN. <br />(1) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />2x4 BLOCKING AT DIAGONALS ONLY. <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />ATTACH AT EACH END w/ (2) 12d <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />TOENAILS. NAIL SHEATHING TO <br />AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK <br />STRUCTURAL SHEATHING PER PLAN <br />BLOCKING AT 6' O.C. w/ MINIMUM <br />FROM GABLE TRUSS. <br />2x4 LADDER FRAMING AT 24' O.C. REQ'D AT <br />FROMGABLEGABLE TRUSBAYS BACK <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS <br />WHEN SECOND BRACE IS REQUIRED, <br />SIDE OF BLOCKING. <br />TOP CHORD w/ (2)-16d NAILS AT 24' O.C. <br />NAIL TO OPPOSITE SIDE OF BLOCKING. <br />CONT. 2x4 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />PRE—ENGINEERED WOOD <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />TRUSSES AT 2'—Om O.C. MAX. 3 <br />SEE PLAN FOR ATTACHMENT OF ALL <br />3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" <br />STRUCTURAL SHEATHING. <br />O.C. 0 APPROX. 45—DEG ANGLE. <br />TRUSS ANCHOR 3 <br />SEE CONN. CHART <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP <br />2x4 'L' BACK. <br />NAILED w 2) ROWS 10d GUN NAILS 0 8' O.C. <br />/ ( <br />BOND BEAM PER PLA <br />2. AT VERTICALS OVER 6'-6' TO 8'-4" <br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2" <br />USE (2) 2x4 "L° BACKS (1 EA SIDE) (OR <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE). <br />2 SHTG <br />FRAME PER CASE 3 BELOW) <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 M Ii <br />ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2'x2" PL <br />SEE PLAN FOR ATTACHMENT v WASHERS AND 7' EMBEDMENT. <br />NAIL BOTTOM CHORD Of GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED <br />BEAM PER PLAN. FOR RAKED BEAM AT VAULTED <br />TRUSS w/ 12d's AT 4' O.C. CONDITION, SEE PLAN AND DETAIL. <br />/ CONT. 20 <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 0 8' O.C. BUTT JOINT ALLOWED <br />SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED <br />FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. <br />FIELD NAILING % BRACE SPLICE SHOWN <br />PER PLAN \ 20 BLOCKING AT 48' O.C. <br />\ / 3 TRUSS BAYS <br />FRAMING 2x6 NAILED 0 BOTTOM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />rRO9 GABLE END TRUSS BRACING DETAIL <br />GABLE END <br />—FASCIA x <br />SEE ARCH. BLOCKING <br />DRAWINGS 3. AT VERTICALS OVER 8'-4' TO 13'-0" <br />8' CMU WALL OR USE ONE 2x4 "L° BACK AND AN <br />LINTEL, SEE PLAN SHEATHING PER ADDITIONAL DIAGONAL BRACE IS REQUIRED <br />FOR REINFORCEMENT PLAN AT THE PEAK AND AT EVERY OTHER <br />MASONRY VERTICAL MEMBER IN THIS RANGE. ATTACH <br />THE DIAGONAL AT MID HEIGHT AND TO THE <br />2x4 DIAGONAL BRACING w/ (5) 12d <br />COMMON NAILS TO BLOCKING AND BLOCKING BELOW THE ROOF SHEATHING w/ <br />( ADDITION TO <br />o TO THE 'L' BACK. UNLESS NOTED THE 1SECOND DIAGONAL, ANSTRONGBACK IS <br />OTHERWISE ON PLANS, PROVIDE ALSO REQUIRED AT THESE VERTICALS AND <br />ONE BRACE AT THE PEAK AND THE MUST BE ATTACHED TO EACH °L" BACK <br />REMAINDER AT 48' O.C. DIAGONALS NTH (2) 12d's AND ONE SIMPSON H2.5A <br />OVER 8'-0" MUST HAVE AN OR ONE USP RT5 CONNECTOR. <br />TRUSS ANCHOR ADDITIONAL 7 BRACE ATTACHED <br />SEE CONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL 'L" BACKS AND <br />FRAMING PER PLAN AT 6" O.C.. 'T" BRACE LENGTH TO STRONGBACKS w/ 12d's AT 6' O.C. NOTCH <br />BE THE DIAGONAL'S LENGTH MINUS "L' BACKS AT TOP AND BOTTOM. <br />12' FROM EACH END. <br />R 0 9 B DUT�HFIIP GAB�ETRU�SBRACING DETAIL <br />�n►nnn <br />"X" - 10% <br />"X" = 10% <br />"X" - 10% OF <br />HOUSE WIDTH <br />�� /- 0 I <br />HOUSE WIDTH <br />I <br />HOUSE WIDTH <br />0 <br />RIDGES <br />OO GABLE END <br />BOSTON HIP <br />x — —Ol <br />3 <br />RIDGE <br />�i GABLE END <br />GABLE X , <br />C� <br />RIDGE <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 />OR TILE: 15/32' SPAN RATED PLYWOOD <br />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 />NU I L5: <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 Y 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 />R11 ROOF SHEATHING ATTACHMENT DIAGRAM <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />2x4 PURLIN 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 />2x4 LADDER FRAMING AT 24' O.C. REO'D AT <br />OVERHANGS GREATER THAN 127. 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 LEDGER w/2-10d 0 EA. <br />CROSSING TRUSS MEMBER <br />FOR ROOF SHEATHING <br />NAILING <br />0 <br />M <br />1 <br />c-a <br />O <br />0�0 <br />A� <br />aN <br />v <br />4J <br />co <br />v� <br />U <br />m <br />TS <br />o <br />w <br />0 <br />�: <br />OA <br />-2 <br />N <br />� <br />tpultmp. <br />lx <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING <br />TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. <br />BLOC( 8'-O' BACK FROM GABLE TRUSS. <br />2x4 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 />sc IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 'L" <br />1.0 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 PLANJ <br />R09C PARTIAL GABLE END TRUSS DETAIL <br />PARTIAL GABLE <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 10 /30 /2020 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Single Famil <br />THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />12/29/20 <br />DATE <br />PLAN NAME <br />Hi h ate <br />NPC CHIED NU ER <br />Z _ 2811.500 <br />WOF <br />SHEET <br />E` <br />AL.IE�C� �. S4.1 <br />