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I <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 2x RIBBON BOARD ATTACHED <br />EDGES w/ (3) 8d NAILS INTO TRUSS TO TRUSS wl (3)10d NAILS, 24' <br />CONTINUOUS STRUCTURAL O.C. CENTER MAX SPACING <br />SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL <br />SHEATHING DETAIL SHEATHING NAIL PER TYPICAL <br />TYPICALTRUSS SHEATHING DETAIL <br />ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 9114' TYPICAL TRUSS <br />ANCHOR PER PLAN <br />NOTE: <br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE INFORMATION. (.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 />TRUSSANCHOR <br />PER PLAN <br />FASCIA, (SEE ARCH DWGS) <br />BOND BEAM PER PLAN <br />DETAIL AT TYPICAL TRUSS wl HEEL < 91/4' <br />ROOF TRUSS ON MASONRY <br />LV 1 Scde: File Name: <br />1 /2"=1'-0" RZ- 010 <br />RAL <br />IG SEE PLAN <br />ACHMENT <br />;INEERED <br />AT 24" O.C. <br />2x4 BLOCKING AT 2'- <br />O.C. w/ (2) 12d TOE <br />EACH END TO TRUSS <br />BOND BEAM PER ` SHEATHING PER PLAN <br />PLAN AND SCHEDULE METAtf AT BLOCKING w/1/4" <br />8" CMU WALL. SEE PLAN MAX. CAP FROM TOP OF <br />FOR VERT. REINF. WALL 10 BOLT. OF BLOCKING <br />R07WALL BRACING AT NON -BEARING EXTERIOR 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 />CONDTIONS OF USE: (OR APPROVED EQUAL) <br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCA-IONS. 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 HELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. <br />rDit'3"\�MIS�SED TRUSS STRAP FEPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />STRUCTURAL SHEATHING PER PLAN <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. 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 1" <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 <br />EA. OUTLOOKER <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />SHEATHING _ OR <br />PER PLAN. I\ <br />GABLE TRUSS <br />PER PLAN 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 <br />PLAN. OR <br />2x4 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />one VALLEY SET OVER FRAME <br />i ivv In" <br />SHEATHING <br />PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />PRE-ENGINEERED ROOF <br />TRUSSES @ MAX. 24' O.C. <br />� SHEATHING PER ARCH 1x4 FURRING ATMAX. 16" O.C. w/ <br />INSTALLED PER MANUF. (3)10d AT EA TRUSS <br />sot 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 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 />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 />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 />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />PRE-ENGINEERED WOOD <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />3 „ <br />TRUSSES AT 2 -0 O.C. MAX. 3 <br />SEE PLAN FOR ATTACHMENT OF ALL <br />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 <br />STRUCTURAL SHEATHING. <br />O.C. @ APPROX. 45-DEG ANGLE. <br />Q <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 />0 NAILED w 2) ROWS 10d GUN NAILS � 8O.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) 20 "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. 2z8 P.T. PLATE w/ 1/2" 0 x 10" <br />STRUCTURAL SHEATHING <br />CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2' PL. <br />SEE PLAN FOR ATTACHMENT 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. 2x4 <br />2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED <br />CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN ® 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 <br />BRACE SPLICE SHOWN �o <br />PER PLAN \ 2x4 BLOCKING AT 48" O.C. - <br />\ / 3 TRUSS BAYS <br />2x6 NAILED 0 BOTTOM <br />FRAMING <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />PA�BLE�EN�DT�RUS�SB�RAC�ING�P!T��kR09 <br />—FASCIA x <br />SEARCH. 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 PER <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 />20 DIAGONAL BRACING w/ (5) 12d <br />THE DIAGONAL AT MID HEIGHT AND TO THE <br />COMMON NAILS TO BLOCKING AND <br />"L" <br />BLOCKING BELOW THE ROOF SHEATHING w/ <br />(5)12d'sADDITION TO <br />1SECOND <br />xl�\ <br />TO THE BACK. UNLESS NOTED <br />DIAGONAL, ANSTRONGBACK IS <br />OTHERWISE ON PLANS, PROVIDE <br />ALSO REQUIRED AT THESE VERTICALS AND <br />ONE BRACE AT THE PEAK AND THE <br />MUST BE ATTACHED TO EACH "L" BACK <br />REMAINDER AT 48" O.C. DIAGONALS <br />WITH (2) 12d's AND ONE SIMPSON H2.5A <br />OVER 8'-0" MUST HAVE AN <br />OR ONE LISP 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 <br />HIP <br />GABLE TRUSS <br />BRACING DETAILR09B <br />�y�CH <br />"X" = 10% "X" = 10% <br />HOUSE WIDTH ® HOUSE WIDTH <br />I I I I <br />7r ol <br />x <br />2 x <br />RIDGE X RIDGE <br />Q GABLE END GABLE END -� <br />x <br />BOSTON HIP X <br />LN (1) 1 GABLE _xl� <br />"X" = 10% OF <br />HOUSE WIDTH <br />3 <br />� 0 / 7 x <br />C� <br />RIDGE <br />HIP <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 />NU I LJ: <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 />R11 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 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 8d NAILS. <br />BLOCK 8'-0' BACK FROM GABLE TRUSS. <br />20 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND � 32" MAX. SPACING <br />- IF LENGTH IS LESS THAN 4'-O' USE 20 "L" BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 "L" <br />BACKS. NAIL "L" BACKS w/12d 012"O.C.(NOTCHED <br />TOP w/2-12d TOENAILS <br />"L" BACK -EXTEND 6' PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN-j <br />EA�RTIA�LG�ABLE�EN�DTR�USSR09C PARTIAL GABLE <br />w ` <br />Q <br />O <br />('WJ <br />M <br />i <br />+y <br />o0 <br />M <br />O <br />� <br />0 <br />VJ <br />� <br />O <br />00 <br />Ty <br />�-1 <br />O <br />0 <br />d+ <br />M <br />c� <br />•PEI <br />(v <br />� <br />0 <br />b�0 <br />cf ) <br />N <br />0 <br />r <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX xxxx <br />RE FOAVOMV10 <br />C.ENGINEERING: PROJECT TYPE <br />29349 <br />Hit3 <br />0 TALIESER, PE Single Famfl <br />P.E. # 73242 1LCiMDA <br />15 BENJAMIN NIE E, PE SPECIFICATION LEVEL <br />P.E. # 86626 FLORIDAPulte <br />617/21 <br />DATE 1i11t,�� 7 <br />PLAN NAME <br />,►. ° . Hi h ate <br />NPC CHI NU ER <br />2811.500 <br />SHEET <br />OF <br />pt <br />S4.1 <br />lll:i4txx <br />