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( <br />I <br />a <br />STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24' O.C. MAX. <br />-OR- <br />2x BLOCKING AT SHEATHING <br />2z RIBBON BOARD ATTACHED <br />EDGES wl (3) 8d NAILS INTO TRUSS <br />TO TRUSS wl (3)10d NAILS, 24' <br />CONTINUOUS STRUCTURAL <br />O.C. CENTER MAX. SPACING <br />SHEATHING NAIL PER TYPICAL <br />CONTINUOUS STRUCTURAL <br />SHEATHING DETAIL <br />SHEATHING NAL PER TYPICAL <br />TYPICAL TRUSS <br />SHEATHING DETAIL <br />ANCHOR PER PLAN <br />DETAIL AT TRUSS HEEL > 9114' <br />TYPICAL TRUSS <br />ANCHOR PER PLAN <br />NOTE: <br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) <br />STRUCTURAL SHEATHING, <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24' O.C. MAX. <br />TRUSS ANCHOR <br />PER PLAN <br />FASCIA, (SEE ARCH DINGS) <br />BOND BEAM PER PLAN <br />DETAIL AT TYPICAL TRUSS w/ HEEL < 9114' <br />ROOF TRUSS ON MASONRY <br />Scale: He Name: <br />1 /2"=1'-0" RWM-010 <br />CTURAL <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />STRUCTURAL SHEATHING PER PLAN <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT <br />PRE ENGINEERED <br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS <br />TRUSSES AT 24" O.C. <br />TOP CHORD w/ (2)-16d NAILS AT 24" O.C. <br />CONT. 2x4 w/ (2) 12d NAILS <br />2x4 BLOCKING AT 2'-0" <br />O.C. w/ (2) 12d TOE NAILS <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. <br />EACH END TO TRUSS <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 />BOND BEAM PER <br />SHEATHING PER PLAN <br />PLAN AND SCHEDULE <br />META16 AT BLOCKING w/1/4" <br />3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 <br />"L" <br />MAX. GAP FROM TOP Of <br />BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />8" CMU WALL. SEE PLAN <br />WALL TO BOTT. OF BLOCKING <br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL <br />FOR VERT. REINF. <br />MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID <br />WALL BRACING AT NON -BEARING <br />EXTERIOR WALL <br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF <br />SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO <br />ROT <br />THE SECOND DIAGONAL A SIRONGBACK IS ALSO <br />LTS <br />REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED <br />TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 <br />STRUCTURAL <br />CONNECTOR. <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1 x6 w/(3) 8d <br />EA. OUTLOOKER <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />—SHEATHING <br />PER PLAN. — OR <br />— GABLE TRUSS <br />PER PLAN <br />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) 1Od <br />—SHEATHING PER — O R <br />— <br />PLAN. <br />2x4 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />pn� VALLEY SET OVER FRAME <br />i lvv ►am <br />PRE—ENGINEERED ROOF <br />TRUSSES @ MAX. 24" O.C. <br />SHEATHING <br />PER PLAN. <br />GABLE TRUSS <br />PER PLAN SHEATHING PER ARCH 10 FURRING AT <br />INSTALLED PER MANUF. MAX. 16' O.C. w/ <br />(3)10d AT EA TRUSS <br />sot EXTERIOR CEILING FURRING <br />SCALE: N.T.S. <br />VALLEY SET TRUSSES VALLEY SET TRUSSES <br />AT 24" O.C. AT 24" O.C. <br />ROOF SHEATHING ROOF SHEATHING <br />PER PLAN PER PLAN <br />SHEATHING PER _ SHEATHING PER <br />PLAN. —OR PLAN. <br />1 SDWC15600 TRUSS SCREW \-2x4 PURLIN 0 EA VALLEY <br />() TRUSS. NAIL TO COMMON <br />TO EVERY TRUSS BELOW 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. <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 />8d NAILS. BLOCK4 BAYS BACK <br />FROM GABLE TRUSS. <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 />DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />�/z <br />PRE—ENGINEERED WOOD <br />t2xu <br />LOCKING. UNLESS NOTED OTHERWISE ON PLANS; PROVIDE <br />TRUSSES AT 2'—D" O.C. MAX. 3 <br />SEE PLAN FOR ATTACHMENT OF ALL <br />3 NE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 <br />STRUCTURAL SHEATHING. <br />.C. ®APPROX. 45—DEG ANGLE. <br />TRUSS ANCHOR3 <br />SEE CONN. CHART <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE <br />PLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP <br />20 "L" BACK. <br />� NAILED w 2 ROWS 10d GUN NAILS � 8" O.C. <br />() <br />BOND BEAM PER PLA <br />/-- <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 />SHEATHING PER PLAN SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN <br />PRE ENGINEERED AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. <br />TRUSSES AT 24" O.C. PROVIDE CONT. 2z8 P.T. PLATE w/ 1/2" 0 z 10" <br />TRUSS ANCHOR STRUCTURAL SHEATHING (` M I I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. <br />PER PLAN SEE PLAN FOR ATTACHMENT v 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. rmmninnu ,,Fp pi Am Aun nPTAn <br />(8) 10d NAILS EACH `. <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24" <br />O.C. MAX. <br />CMU WALL <br />(4) 1/4" 6 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 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 CONDIITONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. <br />R13 MISSED TRUSS STRAP REPAIR <br />Lu (TYPICAL CMU WALL CONNECTION) <br />/ CONT. 2x4 <br />\ 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED <br />CONTINUOUS / BRACE) NAILED TO DIAL. w/ 10d GUN 0 TOP <br />STRUCTURAL NAILS ®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 \ 2x4 BLOCKING AT 48 O.C. — <br />\ / 3 TRUSS BAYS <br />FRAMING 2x6 NAILED • BOTTOM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R 0 9 GABL�EE NDTRU�SBRACING DE�T�lL <br />GA <br />—FASCIA A <br />SEE ARCH. BLOCKING <br />DRAWINGS <br />3. AT VERTICALS OVER 8'-4" TO 13'-0" <br />8" CMU WALL OR <br />USE ONE 2x4 'L' BACK AND AN <br />LINTEL, SEE PLAN <br />SHEATHING PERJ <br />ADDITIONAL DIAGONAL BRACE IS REQUIRED <br />FOR REINFORCEMENT <br />PLAN <br />AT THE PEAK AND AT EVERY OTHER <br />VERTICAL MEMBER IN THIS RANGE. ATTACH <br />MASONRY <br />2x4 DIAGONAL BRACING w/ (5) 12d <br />THE DIAGONAL AT MID HEIGHT AND TO THE <br />\ <br />COMMON NAILS TO BLOCKING AND <br />"L' <br />BLOCKING BELOW THE ROOF SHEATHING w/ <br />(THE 12d's AT END. INSTR ADDITIONTO <br />TO THE BACK. UNLESS NOTED <br />SECOND DIAGH <br />ONAL, K IS <br />OTHERWISE PLANS, PROVIDE <br />ALSO REQUIRED AT THESE VERTICALS AND <br />ONE BRACE AT THE PEAK AND THE <br />A <br />MUST BE ATTACHED TO EACH "L" BACK <br />REMAINDER AT 48" O.C. DIAGONALS <br />NTH (2) 12d's AND ONE SIMPSON H2.5A <br />OVER 8'-0" MUST HAVE AN <br />OR ONE USP RT5 CONNECTOR. <br />TRUSS ANCHOR <br />ADDITIONAL "T" BRACE ATTACHED <br />SEE CONN. CHART <br />TO THE NARROW EDGE w/ /12d's <br />SIDE NAIL ALL "L" BACKS AND <br />FRAMING PER PLAN <br />AT 6" O.C.. 'T" BRACE LENGTH TO <br />STRONGBACKS w/ 12d's AT 6° O.C. NOTCH <br />BE THE DIAGONAL'S LENGTH MINUS <br />"L" BACKS AT TOP AND BOTTOM. <br />12" FROM EACH END. <br />WOOD(-R"oDUTCH�Hj�GABLE�TRUSS�BRACIN�GD <br />ETAIL <br />9B <br />"X" = 10% <br />HOUSE WIDTH <br />7( 0 O <br />o <br />RIDGE X <br />0 GABLE END <br />BOSTON HIP <br />"X" = 10% <br />HOUSE WIDTH <br />3 <br />RIDGE <br />(Jt GABLE END <br />---4 <br />GABLE X �.� <br />"X" = 10% OF <br />HOUSE WIDTH <br />3 <br />x <br />O O / <br />x <br />/ 2 <br />X \ O <br />RIDGE <br />x <br />HIP x <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 />NUILS: <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 />Rii ROOF :SHEATHING ATTACHMENT DIAGRAM <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. 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 • EA. <br />CROSSING TRUSS MEMBER <br />FOR ROOF SHEATHING <br />NAILING <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 />BLOCK 8'-0" BACK FROM GABLE TRUSS. <br />2z4 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND @ 32" MAX, SPACING <br />CIF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 2x4 "L" <br />BACKS. NAIL "L' BACKS w/12d ®12'O.C.(NOTCHED <br />® TOP w/2-12d TOENAILS <br />'L" BACK -EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN <br />R09C EA�RTIA�LG�ABLE AND TRUSS�1�j�tl <br />m <br />MO <br />t'J <br />� <br />Q) <br />oo <br />41 <br />c� <br />O <br />0000 <br />`1 <br />n� <br />;-i <br />O <br />cu <br />C <br />vcn <br />U� <br />O <br />� <br />w <br />bJD <br />c" <br />N <br />� <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX Ax /xxxx <br />PROJECT TYPE <br />Single Pamflyj <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hi h ate <br />NPC CHn NU ER <br />2811.500 <br />SHEET <br />S4.1 <br />e, <br />