Laserfiche WebLink
r 71 111 <br />IN 1 <br />, rg <br />h 1' <br />I : <br />. <br />h,. <br />1 <br />4 <br />r -:•:1 111 <br />.`/ '► 1' <br />/fir <br />a 1 •:• <br />DETAIATTYPICALT=v# HR <A 1w <br />ROOF TRUSS ON MASONRY <br />Scale: <br />1 /2"=1'-0" <br />20 BLOCKING AT 2'- <br />O.C. w/ (2) 12d TOE <br />EACH END TO TRUSS <br />Fie Name: <br />RWM-010 <br />RAL <br />IG 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 />MAX. GAP FROM TOP OF <br />8" CMU WALL. SEE PLAN <br />FOR VERT. REINF• WALL TO BOTT. OF BLOCKING <br />WALL BRACING AT NON -BEARING EXTERIOR WALL <br />n V I 1 "•'S <br />(8) 10d NAILS EACH <br />(4) 1 /4" 0 c 2-1/4' W <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24" <br />D.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 LOCATIONS. AT EACH MISSED <br />2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. <br />J. 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 />rR13 MISSED TRUSS STRAP pWNNEMN)AIR <br />(TYPICAL CMU WALL <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. 20 w/ (2) 12d NAILS <br />1. AT VERTICALS 3'-6" TO 6'-6' USE ONE 2x4 "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 />20 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1 x6 w/(3) 8d @ <br />EA. OUTLOOKER <br />20 OUTLOOKER <br />PER DRAWINGS <br />20 FASCIA <br />r'M CLAN 20 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 />2x4 <br />BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />Q11104ALLEY SET OVER FRAME <br />PRE-ENGINEERED ROOF <br />TRUSSES @ MAX. 24" O.C. <br />10 FURRING AT <br />SHEATHING PER ARCH MAX. 16" O.C. w/ <br />INSTALLED PER MANUF. (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 />(1) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />2x4 BLOCKING AT DIAGONALS ONLY. <br />2z4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />ATTACH AT EACH END w/ (2) 12dTOENAILS. <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />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. 20 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />2z6 DIAGONAL BRACING w/ (5) lOd COMMON NAILS TO <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />PRE-ENGINEERED WOOD <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 />TRUSS ANCHOR 3 <br />1. AT VERTICALS 3'—fi" TO 6'—fi" USE ONE <br />0 SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP <br />SEE CONN. CHART <br />2x4 'L' BACK. <br />NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. <br />BOND BEAM PER PLAN <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. 2x8 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 />WASHERS AND 7" EMBEDMENT. <br />SEE PLAN FOR ATTACHMENT <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED <br />TRUSS w 12d's AT 4' BEAM PER PLAN. FOR RAKED BEAM AT VAULTED <br />/ O.C. CONDITION, SEE PLAN AND DETAIL. <br />/ CONT. 2x4 <br />20 NAILED FLAT TO TOP OF BRACE ('T' CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 2x6 NAILEDTOP <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 NAG. <br />FIELD NAILING / BRACE SPLICE SHOWN <br />PER PLAN \ 2z4 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 />R09 GABLE EN�DT RUS�SB RACING DE�tl <br />GABL <br />—FASCIA x <br />SEE ARC{ 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 />2x4 DIAGONAL BRACING w/ (5) 12d THE DIAGONAL AT MID HEIGHT AND TO THE <br />COMMON NAILS TO BLOCKING AND BLOCKING BELOW THE ROOF SHEATHING w/ <br />TO THE "L" BACK. UNLESS NOTED (5) 12d's AT EACH END. IN ADDITION TO <br />OTHERWISE ON PLANS, PROVIDE THE SECOND DIAGONAL, A STRONGBACK IS <br />ONE BRACE AT THE PEAK AND THE ALSO REQUIRED AT THESE VERTICALS AND <br />REMAINDER AT 48" O.C. DIAGONALS MUST BE ATTACHED TO EACH "L" BACK <br />OVER 8'-0" MUST HAVE AN WITH (2) 12d's AND ONE SIMPSON H2.5A <br />ADDITIONAL "T" BRACE ATTACHED OR ONE LISP RT5 CONNECTOR. <br />TRUSS ANCHOR <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 STRONC3ACKS w/ 12d's AT 6" O.C. NOTCH <br />BE THE DIAGONALS 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 � ® HOUSE WIDTH <br />WOOD <br />0 0 <br />RIDGE <br />GABLE END �I <br />BOSTON HIP <br />0 <br />RIDGE—/ <br />— Q1 GABLE END <br />GABLE <br />"X" = 10% OF <br />HOUSE WIDTH <br />3 <br />00 7 <br />x <br />/ / 2 <br />C(D <br />RIDGE <br />0 <br />HIP X- .k-I� 3 <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: * DESIGNED WITH ENGINEERING <br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS —TYPICAL. RATIONAL 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 />Lm <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />20 PURUN @ EA VALLEY <br />TRUSS. NAIL TO COMMON <br />TRUSS w/(3) 16d GUN NAILS <br />BOTTOM CORD OF VALLEY <br />TRUSS NAILED TO PURUN <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)-16d NAILS AT 24" O.C. <br />CONL 2x6 w/ (2) IZd 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 NALS. <br />BLOCK 8'-0' 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 'L" 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 PLAN—J <br />PARTIAL GABLE END TRUSS DETAIL <br />R09C "Y PARTIAL GABLE <br />C <br />c <br />a <br />COO Fieldstone <br />,11111111/ <br />E S+ <br />C.O.A# ARCHITECTURE: i <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />0.8602 _ <br />29349 <br />E BENJAMIN NIESE, PE <br />— <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE <br />STATE OF <br />P.E.# 80956p�O08/26/2021 <br />`�►`� <br />DATE SIGNED <br />*PutteGroup- <br />po <br />lei <br />S <br />o ~� <br />!V <br />c3� <br />o <br />O <br />o c'n' <br />O MM <br />"4 <br />L\ <br />- <br />w <br />coo <br />a 0 <br />v O � <br />�1 � <br />W <br />o � w <br />0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Sinele Family <br />SPECIFICATION LEVEL <br />Pt lte <br />PLAN NAME <br />Highgate <br />NPC CHI'ED NU ER <br />2R1.5W <br />SHEET <br />S41 <br />