Laserfiche WebLink
SIRUCfl1RN.9IFAn•WG 8EPIANAND DETALS FORATTACIW <br />too <br />•' ti� 1 <br />II,� I <br />1 h 7 h f <br />/I�■ <br />' <br />t <br />h <br />:1 11 I <br />DETALATTYPICALTMwiHEE <9lie <br />ROOF TRUSS ON MASONRY <br />Scab: <br />1 /2"=1'-0" <br />2x4 BLOCKING AT 2'- <br />O.C. w/ (2) 12d TOE <br />EACH END TO TRUSS <br />Fin Name: <br />RWM—010 <br />RAL <br />VG SEE PLAN <br />ACHMENT <br />INEERED <br />AT 24' O.C. <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 />R 0 7 VALL BRACI!GAON ON -BEARING EXTERIOR WALL <br />STRUCTURAL <br />SHEATHING PER PLAN <br />PRE ENGINEERED — <br />TRUSSES AT 24" Q.C. <br />TRUSS ANCHOR <br />PER PLAN <br />BOND BEAM PER PLAN <br />AND SCHEDULE SHEATHING <br />PER PLAN <br />Rnon WALL BRACING AT BEARING WALLIm <br />vuw <br />(8) 10d NAILS EACH ' <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) 2x4 "L" <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 <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 />SIDE NAIL ALL °L" BACKS AND STRONGBACKS w/ 12d's <br />AT 6" O.C. NOTCH 'L" BACKS AT TOP AND BOTTOM. <br />STRUCTURAL SHEATHING <br />SEE PLAN FOR ATTACHMENT <br />NAIL BOTTOM CHORD OF GABLE / <br />TRUSS w/ 12ds AT 4' O.C. <br />CONTINUOUS <br />STRUCTURAL <br />SHEATHING SEE PI <br />FOR ATTACHMENT <br />FIELD NAILIN <br />PER PLAN <br />24 OUTLOOKER <br />PER DRAWINGS <br />26 FASCIA <br />1 x6 03) 8d C� <br />EA. OUTLOOKER <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />rLm rLAN 20 BETWEEN EA. <br />OUTLOOKER wA2) <br />10d TOENAILS _ <br />EDIMENT BLOCKING GABLE <br />VALLEY SET TRUSSES <br />AT 24" D.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 />2x4 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END, <br />one )VALLEY SET OVER FRAME <br />I Wu V 1"M <br />PRE-ENGINEERED ROOF <br />TRUSSES @ MAX. 24' O.C. <br />1 x4 FURRING AT <br />SHEATHING PER ARCH MAX. 16" O.C. w/ <br />INSTALLED PER MANUF. (3)10d AT EA TRUSS <br />sot EXTERIOR CEILING FURRING <br />SCALE: N.T.S. <br />1-1 <br />-,j <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 />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" D.C. <br />NAIL TO OPPOSITE SIDE OF BLOCKING. <br />CONT. 20 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'-0" 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. ® APPROX. 45-DEG ANGLE. <br />9 <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 />93 <br />NAILED w/ (2) ROWS 10d GUN NAILS @ 8' O.C. <br />BOND BEAM PER P <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 />2x SHTG <br />FRAME PER CASE 3 BELOW) <br />SHEATHING PER PLAN <br />PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' <br />M ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2"x2" PL. <br />WASHERS AND 7' EMBEDMENT. <br />MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED <br />BEAM PER PLAN. FOR RAKED BEAM AT VAULTED <br />CONDITION, SEE PLAN AND DETAIL. <br />20 <br />2x4 NAILED FLAT TO TOP OF BRACE ('T" 2x6 NAILED <br />BRACE) NAILED TO DIAG. w/ 10d GUN @TOP <br />NAILS @ 8' O.C. BUTT JOINT ALLOWED <br />(48' MIN MEMBER LENGTH), BRACED <br />REQUIRED TO BE CONTINUOUS OVER DIAG. <br />BRACE SPLICE SHOWN �3S <br />_OCKING AT 48" O.C. - <br />SS BAYS <br />FRAMING 2x6 NAILED @ BOTTOM <br />PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />—FASCIA <br />SEE ARCH. BLDCKING <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 />2x4 DIAGONAL BRACING w/ (5) 12d THE DIAGONAL AT MID HEIGHT AND TO THE <br />BLOCKING BELOW THE ROOF SHEATHING w/ <br />/ COMMON "NAILS TO BLOCKING AND (5) 12d's AT EACH END. IN ADDITION TO <br />TO THE L BACK. UNLESS NOTED THE SECOND DIAGONAL, A STRONGBACK 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" D.C. DIAGONALS WITH (2) 12d's AND ONE SIMPSON H2.5A <br />OVER 8'-0' MUST HAVE AN OR ONE USP RT5 CONNECTOR. <br />TRUSS ANCHOR ADDITIONAL'T' 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 />R09B DUTCH HIP GABLE TRUSS BRACING DETAIL <br />"X" = 10% 'X' = 10% <br />HOUSE WIDTH � OO HOUSE WIDTH <br />WOOD <br />R09 GABLE END TRUSS BRACING DETAIL x 2 <br />Ku GABLE END O O <br />x <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24' RIDGE <br />O.C. MAX. 0 GABLE END <br />RIDGE -/ <br />Ot GABLE END <br />CMU WALL I BOSTON HP X I GABLE X <br />(4) 1/4' 0 c 2-1/4" MASONRY <br />(1) SIMPSON HTSM16 <br />SCREWS AT EACH STRAP. <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 Ibs. UPLIFT. LOCATION. <br />3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATONS, <br />IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. <br />R13 MISSED TRUSS STRAP REPAIR <br />{TYPICAL. CMU WALL CONNECTION) <br />"X' = 10% OF <br />HN ICF W hTH <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 OSB /32' SPAN RATED PLYWOOD <br />PANEL EDGES @ SUPPORTS (1) <br />6" D.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 CA• <br />NUILS: ' DESIGNED WITH ENGINEERING <br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. RATIDNAL THAT MEETS ASCE7-16 <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 />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />20 PURLIN @' 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 @ 8' O.C. <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT — <br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS <br />TOP CHORD w/ (2)-16i 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 />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />EACH ENO w/ (2) 12d TOENAILS. NAIL SHEATHING <br />TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. <br />BLOCK a-O' BACK FROM GABLE TRUSS. <br />2x4 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND @ 32" MAX SPACING <br />IF LENGTH IS LESS THAN 4'-0' USE 2x4 V BACK, <br />IF LENGTH IS GREATER THEN 4'-O" USE (2) 2x4 "L' <br />BACKS, NAIL "L' BACKS w/12d 012'0.C.(NOTCHED <br />0 TOP w/2-12d TOENAILS <br />"L' BACK -EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLANJ <br />(� PARTIAL GABLE END TRUSS DETAIL <br />RO9C PARTIAL GABLE <br />,��tiilllll �� <br />%PFiel&tone <br />��... <br />C.O.A# ARCHITECTURE:AA2 <br />` Qi •' <br />2802 <br />0.6A0.# ENGINEERING' <br />No. 8602 <br />2M349 <br />■ BENJAMIN NIESE, PE— <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE <br />S F <br />P.E.# 80956 <br />j A( <br />OR% `�� <br />08/23/2021` <br />DATE SIGNED ��/llllittt�,` <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Sin le Famil <br />SPECIFICATION LEVEL <br />Me <br />PLAN NAME <br />Highgate <br />NPC CH11D NU ER <br />2811.%0 <br />SHEET <br />SIC <br />