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• •i 7r� 1 1 rl <br />• �V i <br />I:� I� <br />1 r 7• �• r <br />II:1 I <br />1 <br />7 7' 1", In 1111,�.. ,,. .; ti 1' 1' <br />�. II 1 1 • <br />• •, 7 �77'41 111 <br />•� r u' <br />DETAL AT TYPI & TRUSS w/ HEEL < 9114' <br />ROOF TRUSS ON MASONRY <br />Scale: Fla Name: <br />1 /2"=l'-0" 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 />D.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 OF 1/4' <br />8" CMU WALL SEE PLAN MAX. GAP FROM TOP <br />FOR VERT. REINF. WALL TO BOTT. OF BLOCKING <br />R07 WALL BRACIIGA�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 />ROSB WALL BRACII_GAUBEARINGVLL <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. UPUFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPUFT. 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 />R13 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. 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 "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 O <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 />lx6 wA3) 8d <br />EA. OUTLOOKER <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />rtK VLAN 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 _ O D <br />PLAN. <br />20 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />ona VALLEY SET OVER_ FRAME <br />20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK <br />STRUCTURAL SHEATHING PER PLAN <br />FROM GABLE TRUSS. <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS <br />SIDE OF BLOCKING. <br />TOP CHORD w/ (2)-16d NAILS AT 24' O.C. <br />CONT. 2x4 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO PRE—ENGINEERED WOOD <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE TRUSSES AT 2'-0' O.C. MAX. <br />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 <br />O.C. ® APPROX. 45—DEG ANGLE. TRUSS ANCHOR <br />CHART <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP SEE CONN. � <br />NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. BOND BEAM PER PLA <br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2' <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE). <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 />I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2'x2' PL <br />STRUCTURAL SHEATHING CMU <br />SEE PLAN FOR ATTACHMENT WASHERS AND 7' EMBEDMENT. <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED <br />TRUSS w/ 12d's AT 4' O.C. BEAM PER PLAN. FCONDITION, SEE PLN AND DERAKED TAIL. <br />AT VAULTED <br />/ CONT. 2x4 <br />2x4 NAILED FLAT TO TOP OF BRACE ('T" x6 NAILED 2 <br />CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 2 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 \ 2x4 BLOCKING AT 48" O.C. — <br />\ / 3 TRUSS BAYS <br />2x6 NAILED ®BOTTOM <br />WOOD FRAMING <br />PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R 0 9 GABLE END TRUSS BRACING DETAIL <br />GABLE END <br />PRE—ENGINEERED ROOF <br />TRUSSES 0 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 />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 />THING PER —OR— <br />(1) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />20 BLOCKING AT DIAGONALS ONLY. <br />ATTACH AT EACH END w/ (2) 12d <br />TOENAILS. NAIL SHEATHING TO <br />BLOCKING AT 6' O.C. w/ MINIMUM <br />8d NAILS. BLOCK4 BAYS BACK <br />FROM GABLE TRUSS. <br />WHEN SECOND BRACE IS REQUIRED, <br />NAIL TO OPPOSITE SIDE OF BLOCKING. <br />3 SEE PLAN FOR ATTACHMENT OF ALL <br />STRUCTURAL SHEATHING. <br />' 3 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE <br />2x4 "L" BACK. <br />2. AT VERTICALS OVER 6'-6' TO 8'-4' <br />USE (2) 2x4 'L" BACKS (1 EA. SIDE) (OR <br />FASCIA 2x SHTG. <br />FRAME PER CASE 3 BELOW). <br />SEE ARCH. <br />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 />THE DIAGONAL AT MID HEIGHT AND TO THE <br />2x4 DIAGONAL BRACING w/ (5) 12d <br />BLOCKING BELOW THE ROOF SHEATHING w/ <br />\ <br />COMMON NAILS TO BLOCKING AND <br />'L' <br />(THE 12d's AT END. INSTR ADDITIONTO <br />TO THE BACK. UNLESS NOTED <br />K IS <br />SECOND DIAGONAL, <br />/ <br />OTHERWISE PLANS, PROVIDE <br />ALSO REQUIRED AT THESE VERTICALS AND <br />A <br />ONE BRACE AT THE PEAK AND THE <br />MUST BE ATTACHED TO EACH 'L" BACK <br />I <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 />iA►nnn <br />TRUSS ANCHOR <br />ADDITIONAL 'T' BRACE ATTACHED ONE LISP RT5 CONNECTOR. <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 />CH HIP GABLE TRUSS BRACING DETAIL <br />'X" = 10% "X" = 10% <br />HOUSE WIDTH HOUSE WIDTH <br />RIDGE <br />GABLE END <br />BOSTON HIP <br />>< - <br />3 <br />RIDGE - <br />GABLE END <br />GABLE X, <br />'X' = 10% OF <br />HOUSE WIDTH <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:OR o�5/32' SPAN RATED PLYWOOD <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 "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 PURUN 0 EA VALLEY <br />TRUSS. NAIL TO COMMON <br />TRUSS w/(3) i6d GUN NAILS <br />BOTTOM CORD OF VALLEY <br />TRUSS NAILED TO PURUN <br />w/ 10d GUN NAIL 0 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 />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 9 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 8'4 BACK FROM GABLE TRUSS <br />2x4 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND 0 32' MAX SPACING <br />IF LENGTH IS LESS THAN 4'-0' USE 20 'L' BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 2x4 "L' <br />BACKS. NAIL 'L" BACKS w/12d 012'0.C.(NOTCHED <br />9 TOP w/2-12d TOENAILS <br />"L' BACK —EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN—J <br />R09C PARTIAL GABLE END TRUSS DETAIL <br />PARTIAL GABLE <br />C.O.A.# ARCHITECTURE: <br />AA260028M <br />C.O,A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />3/31 /21 <br />DATE <br />1 � <br />No. 8 _ <br />i E OF Z (V_ <br />0 <br />atL <br />a <br />c <br />a <br />e--•1 <br />� <br />00 <br />M <br />0 <br />iN <br />000 <br />uQ <br />i-I <br />� <br />o <br />U� <br />•� <br />.1 <br />O <br />o <br />bo <br />-2 <br />CCX4 <br />Cr <br />N <br />C) <br />tPulteGroup- <br />so <br />0 <br />0000 <br />� 1 <br />00 <br />L\ 1 <br />\fl <br />0 � <br />9 <br />P-'�4 A <br />C O <br />o Q <br />w <br />00 <br />ON <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHIED NU ER <br />2811.500 <br />SHEET <br />S4.1 <br />