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STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT <br />r <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24" O.C. MAX. <br />.OR. <br />2x BLOC19NG AT SHEATHING <br />2x RIBBON BOARD ATTACHED <br />EDGES wl (3) 8d NAILS INTO TRUSS <br />TO TRUSS wl (3)1Od NAILS, 24" <br />CONTINUOUS STRUCTURAL <br />O.C. CENTER MAX SPACING <br />SHEATHING NAIL PER TYPICAL <br />CONTINUOUS STRUCTURAL <br />SHEATHING DETAIL <br />SHEATHING NAIL PER TYPICAL <br />TYPICALTRUSS <br />SHEATHING DETAIL <br />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 />TRUSSANCHOR <br />PER PLAN <br />FASCIA, (SEE ARCH DWGS) <br />BOND BEAM PER PLAN <br />DETAIL AT TYPICAL TRUSS w/ HEEL < 91/4" <br />TRUSS ON MASONRY <br />,,:'�.ROOF <br />Flla Nam®: <br />RWM-010 <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />PRE ENGINEERED <br />TRUSSES AT 24" O.C. <br />20 BLOCKING AT 2'-0' <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 />WALL TO BOTT. OF BLOCKING <br />FOR VERT. REINF. <br />R 0 7 "WALL BRACI�GA�TN ON -BEARING EXTERIOR WALL <br />STRUCTURAL <br />SHEATHING PER PLAN <br />PRE ENGINEERED — <br />TRUSSES AT 24" O.C. <br />TRUSS ANCHOR <br />PER PLAN <br />BOND BEAM PER PLAN <br />AND SCHEDULE SHEATHING <br />PER PLAN <br />R 0 8 B WALL BRACIiUA�EARING�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" 0 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 />FR13)'MISSED TRUSS STRAP REPAIR <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. 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) 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 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 />1x6 w/(3) 8d <br />EA. OUTLOOKER <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />20 FASCIA <br />SHEATHING _ OR <br />_ <br />PER PLAN. I\ <br />GABLE TRUSS <br />PER PLAN 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) 1Od <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 />ona 1VALLEY SET OVER FRAME <br />f lvv Is" <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 J 10 FURRING AT <br />INSTALLED PER MANUF. MAX. 16" D.C. w/ <br />(3)10d AT EA TRUSS <br />sot EXTERIOR CEILING FURRING <br />SCALE: N.T.S. <br />SHEATHING PER -OR- <br />PLAN. <br />(1) <br />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 BLOCKING AT DIAGONALS ONLY. <br />20 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 />8d NAILS. BLOCK4 BAYS BACK <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT <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'-O" O.C. <br />.. MAX.. <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 />TRUSS ANCHOR 3 <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP <br />SEE CONN. CHART <br />2z4 "L" BACK. <br />� NAILED w/ (2) ROWS 10d GUN NAILS ®8" O.C. <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) 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 />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 />CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2%2" PL. <br />STRUCTURAL SHEATHING WASHERS AND 7" EMBEDMENT. <br />SEE PLAN FOR ATTACHMENT <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 0 TOP <br />STRUCTURAL NAILS 0 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 \ 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 ".FABLE END TRUSS BRACING DETAIL <br />GABLE END <br />FASCIA x <br />SEE ARCH. BLOCKING <br />DRAWINGS 3. AT VERTICALS OVER 8'-4" TO 13'-0" <br />8" CMU WALL OR USE ONE 2x4 "C 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 />20 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 "I" BACK. UNLESS NOTED (5) 12d's AT EACH END. IN ADDITION TO <br />N PLANS, PROVIDE THE SECOND DIAGONAL, A STRONGBACK IS <br />OTHERWISE O <br />ONE BRACE 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 />WITH (2) 12d's AND ONE SIMPSON H2.5A <br />OVER 8'-0" MUST HAVE AN <br />NCHOR <br />ADDITIONAL "T" BRACE ATTACHED OR ONE LISP RT5 CONNECTOR. <br />N. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL "L" BACKS AND <br />PER PLAN AT 6' O.C.. "T" BRACE LENGTH TO STRONGBACKS w/ 12d's AT 6" O.C. NOTCH <br />/ Qv THE DIAGONAL'S LENGTH MINUS "" <br />12" FROM EACH END. LBACKS AT TOP AND BOTTOM. <br />12 <br />WOOD DUTCH HIP GABLE�T USS BRACI�GDETAIL <br />(-R <br />09B �� <br />"X" = 10% "X" = 10% <br />HOUSE WIDTH � ® HOUSE WIDTH <br />x - <br />0 x O 3 <br />O x - <br />RIDGE ' x RIDGE J <br />OO GABLE END � ,, — (1) GABLE END <br />BOSTON HIP Xj�03 GABLE X <br />"X" = 10% OF <br />HOUSE WIDTH <br />3 <br />O 0 x <br />/ / 2 <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 />- <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 />NOTES: <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 Y' 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 />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 0 8" O.C. <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. 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 />2x4 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND @ 32" MAX. SPACING <br />-'--IF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, <br />IF LENGTH IS GREATER THEN 4'4 USE (2) 20 "L" <br />BACKS. NAIL "L" BACKS w/12d 012"O.C.(NOTCHED <br />0 TOP w/2-12d TOENAILS <br />"L" BACK -EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN) <br />EA�RTIA�LG�ABL�EEN�DTR�USS� DETAIL <br />R09CPARTIAL GABLE <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />O THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />3/31 /21 <br />DATE `�l�illflll/ <br />f <br />No. 8602 <br />TATE 0 <br />A1. <br />a <br />c <br />Cw <br />Q <br />O <br />00 <br />CC) <br />0 <br />ul) <br />� <br />o <br />%-I <br />O <br />� <br />CN <br />N <br />U� <br />M <br />03 <br />^21 <br />PIC$ <br />O <br />� <br />w <br />b1tJ <br />,r..1 <br />c� <br />C"f <br />N <br />� <br />*Pultei,'.',,° <br />PRODUCT MANAGER <br />IRELEASE <br />DATE: XX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hi h ate <br />NPC CH NU ER <br />2811.500 <br />SHEET <br />54.1 <br />r r —r— —� <br />X <br />