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CONTINUOUS STRUCTURAL SHEATHING <br />TRUSS ANCHOR PER PLAN — <br />STRUCTURAL SHEATHING <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <br />DETAIL AT RAISED HEEL <br />PRE—ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. <br />TRUSS ANCHOR PER PLAN <br />FASCIA <br />SEE ARCH. DRAWINGS <br />2x BLOCKING AT <br />SHEATHING EDGES <br />NOTE: <br />REFER TO ARCHITECTURAL <br />DRAWINGS AND/ OR TRUSS <br />MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE <br />INFORMATION. (i.e. HEEL <br />HEIGHTS, SLOPE, OVERHANGS). <br />BOND BEAM PER PLAN SHEATHING PER PLAN <br />R01 ROOF TRUSS ON MASONRY <br />Z <br />O <br />J <br />Z <br />Zx <br />Q li fE <br />\o <br />STRUCTURAL SHEATHING CONTINUOUS <br />AT TRUSS HEEL, w/ SHEATHING EDGE <br />NAILING REQUIRED. <br />FRAMING PER PLAN <br />WHEN 9-1/4" < "D" < 15-1/4": <br />SOLID 2x BLOCKING BETWEENCD <br />Z <br />TRUSSES ATTACHED TO TOP Q <br />PLATES w/ 8d NAILS @ 6" O.C. -- <br />ALONG LENGTH OF BRACED N <br />WALL PANELS <br />0 <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />PRE ENGINEERED <br />TRUSSES AT 24" O.C. <br />2x BLOCKING BETWEEN TRUSSES w/ <br />(3) 8d INTO SUPPORT 0 EA END TO <br />ADJACENT TRUSS OR TO TOP PLATES <br />SHEATHING PER PLAN <br />� ' TRUSS SCREW THRU LOCATION OF BRACING AT <br />�n L TOP PLATES TO TRUSS VAULTED TRUSS. <br />DETAIL AT RAISED HEEL <br />TRUSS SCREW O O <br />NOTE: PER PLAN CONTINUOUS BRACING TRUSS MANUF. <br />REFER TO ARCHITECTURAL DRAWINGS vz <br />AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN <br />DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN <br />INFORMATION. (i.e. HEEL HEIGHTS, <br />SLOPE, OVERHANGS). FRAMING PER PLAN <br />10. TRUSS SCREW THRU TOP PLATES TO TRUSS <br />Q2 TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL <br />R02 ROOF TRUSS ON FRAME <br />Lu <br />2x4 BLOCKING AT 2'-0"---:L <br />O.C. w/ (2) 12d TOE NAILS <br />EACH END TO TRUSS <br />BOND BEAM PER SHEATHING PER PLAN <br />PLAN AND SCHEDULE <br />— META16 AT BLOCKING w/1/4" <br />8" CMU WALL. SEE PLAN MAX. GAP FROM TOP OF <br />FOR VERT. REINF. WALL TO BOIT. OF BLOCKING <br />R 0 7 "_WA�LBRACING AT NON -BEARING EXTERIOR WALL <br />(8) 10d NAILS EACH `. <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24" <br />O.C. MAX. <br />CMU WALL <br />(4) 1/4" 4 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 CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. <br />Lu <br />CR13)'MISSED TRUSS 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 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 />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 _ <br />PER PLAN. OR <br />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) Od <br />SHEATHING PER _OR_ <br />PLAN. <br />2x4 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />DmaVALLEY SET OVER FRAME <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 —� 10 FURRING AT <br />INSTALLED PER MANUF, MAX, 16" O.C. w/ <br />(3)10d AT EA TRUSS <br />('sol-- <br />EXTERIOR CEILING FURRING <br />SCALE: N.T.S. <br />SHEATHING PER _OD_ <br />PLAN. I\ <br />(1) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />-- - - -, --- _- -- - _ <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 />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 />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING <br />SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS <br />WHEN SECOND BRACE IS REQUIRED, <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT <br />TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. <br />fWHEN <br />SIDE OF BLOCKING. <br />TOP CHORD w/ (2)-16d NAILS AT 24" O.C. <br />NAIL TO OPPOSITE SIDE OF BLOCKING, <br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS <br />BLOCK 8'-0" BACK FROM GABLE TRUSS. <br />- I <br />TOP CHORD w/ (2)-16d NAILS AT 24" O.C. <br />2x4 DIAGONAL BRACING w/ (5) 12d COMMON <br />CONT. 20 w/ (2) 12d NAILS X <br />CONE 2x6 w/ (2) 12d NAILS <br />NAILS EA. E4ND ®32" MAX. SPACING <br />STRUCTURAL SHEATHING <br />Z,,,-2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />PRE—ENGINEERED WOOD <br />STRUCTURAL SHEATHING PER PLAN <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 />2x BLOCKING BETWEEN EA. <br />O.C. ®APPROX. 45—DEG ANGLE. <br />T3 <br />TRUSS ANCHOR <br />SEE CONN. CHART " 3 <br />" <br />1. AT VERTICALS 3 —6 TO 6'-6 USE ONE <br />TRUSS MEMBER OR TRUSS WEB. <br />IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK, <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP <br />NAILED (2) ROWS 10d GUN NAILS @ 8" O.C. <br />2x4 "L" BACK. <br />IF LENGTH IS GREATER THEN 4'-0" USE (2) 20 "L" <br />"L" <br />w/ <br />BOND BEAM PER PLA <br />2x LEDGER w/?-10d 0 EA. <br />BACKS. NAIL BACKS w/12d 0 12"0.C.(NOTCHED <br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2" <br />2. AT VERTICALS OVER 6'-6" TO 8'-4" <br />CROSSING TRUSS MEMBER <br />0 TOP w/2-12d TOENAILS <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE). <br />2x SHTG. <br />USE (2) 20 T' BACKS (1 EA. SIDE) (OR <br />FRAME PER CASE 3 BELOW). <br />FOR ROOF SHEATHING <br />NAILING <br />"L" BACK —EXTEND 6" PAST <br />FASCIA <br />SEE ARCH \ % BLOCKING <br />LOWER ROOF SHEATHING <br />j SHEATHING PER PLAN <br />\ <br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's <br />AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. <br />PROVIDE CONT. 2z8 P.T. PLATE w/ 1/2" 0 x 10" <br />ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. <br />STRUCTURAL SHEATHING <br />CMU WASHERS AND 7" EMBEDMENT. <br />SEE PLAN FOR ATTACHMENT <br />NAIL BOTTOM CHORD OF GABLE <br />MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED <br />TRUSS w/ 12d's AT 4" O.C. <br />BEAM PER PLAN. FOR RAKED BEAM AT VAULTED <br />CONDITION, SEE PLAN AND DETAIL. <br />/ <br />CONT. 2x4 <br />\ <br />2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED <br />CONTINUOUS / <br />BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP <br />STRUCTURAL <br />NAILS ® 8" O.C. BUTT JOINT ALLOWED <br />SHEATHING SEE PLAN <br />(48" MIN MEMBER LENGTH), BRACED <br />FOR ATTACHMENT <br />REQUIRED TO BE CONTINUOUS OVER DIAG. <br />% BRACE SPLICE SHOWN <br />FIELD NAILING <br />PER PLAN <br />DLO ING AT 8" 0 C <br />2x4 CK 4 .. — <br />\ / 3 TRUSS BAYS <br />2x6 NAILED ®BOTTOM <br />FRAMING <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09GABLE END TRUSS BRACING DETAIL <br />GABLE END <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 SHEATHING PER PLA <br />2x4 DIAGONAL BRACING w/ (5) 12d <br />VERCALMASONRY THE¶ IAGONALBER AT MID HIEIGHT AND TOACH THE PARTIAL GABLE END TRUSS DETAIL <br />R09C <br />BLOCKING BELOW THE ROOF SHEATHING w/ <br />PARTIAL GABLE <br />COMMON NAILS TO BLOCKING AND <br />"L" <br />2d's AT EACH END. ADDITION <br />(THE 1SECOND <br />TO THE <br />BACK. UNLESS NOTED <br />DIAGONAL,, ANSTRONGBACKOIS <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 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 <br />DUTCH HIP GABLE �TRSS <br />BRACING DETAIL <br />(x` <br />R09B <br />"X" = 10% 3 "X" = 10% <br />O HOUSE WIDTH � HOUSE WIDTH <br />3 <br />O X <br />RIDGE X RIDGE <br />�/ <br />GABLE END , Ot CABLE END <br />BOSTON HIP <br />GABLE Ix <br />"X" = 10% OF <br />HOINF WInTH <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 />� <br />1 <br />2 <br />3 <br />"X" <br />OFFSET DIMENSION X = 10% HOUSE WIDTH <br />" " <br />X <br />" " <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 />NOIES: <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 />I�ROOF SHEATHING ATTACHMENT DIAGRAM <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />CJ THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12/15/20 <br />DATE <br />5.86 <br />STATE <br />/�IIII>i <br />0 <br />O <br />Or <br />v--- 4 <br />oo <br />M <br />O <br />O <br />O <br />00 <br />vc7N <br />-t✓ <br />N <br />U <br />r--a <br />$� <br />d4 <br />cr) <br />c� <br />.� <br />v <br />O <br />� <br />w <br />O <br />� <br />—j <br />,ffpulte"-"" <br />c� <br />s <br />N <br />v <br />v <br />o_ <br />O <br />0 <br />O i <br />1 Ln <br />r"1 m <br />L\ M <br />00 w <br />a� <br />O N <br />Q U-) <br />O <br />� W <br />o Q <br />0 as w <br />oo <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Lulte <br />PLAN NAME <br />Highgate <br />NPC CHIM NU ER <br />2811.500 <br />SHEET <br />S4.1 <br />