Laserfiche WebLink
STRUCTURAL SHEATHING, SEE PLAN AND DETAILS one ►Trenuuc►rr <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24' O.C. MAX. <br />-OR. <br />2x BLOCKING AT SHEATHING EDGES wl 2x RIBBON BOARD ATTACHED TO <br />(3) 8d NAILS INTO TRUSS TRUSS w/ (3 10d NAILS, 24' O.C. <br />CONTINUOUS STRUCTURAL CENTER MAX SPACING <br />SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING <br />SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAL <br />TYPICAL TRUSS ANCHOR <br />PER PLAN DETAIL AT TRUSS HEEL > 9114' TYPICAL <br />ANCHOR PER PLAN <br />NOTE: <br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE INFORMATION. (Le. 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 />TRUSS ANCHOR PER PLAN <br />FASCIA, (SEE ARCH DWGS) <br />BOND BEAM PER PLAN <br />DETAIL AT TYPICAL TRUSS WI HEEL < 9114' <br />�OOFTRUS�ON MASONRY <br />"X" = 10% <br />HOUSE WIDTH � C <br />x I� <br />0 T x <br />x <br />x 0 <br />RIDGE 7 X <br />GABLE END <br />BOSTON HIP _xLN, <br />File Name: <br />RWM-010 <br />20 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 PER PLAN. <br />GABLE TRUSS - OR - <br />PER PLAN <br />2x4 BETWEEN EA. <br />OUTLOOKER w/(2) <br />10d TOENAILS <br />IEDIMENT BLOCKING @ GABLE <br />I <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />ROOF SHEATHING /VALLEY SET TRUSSES <br />PER PLAN I / AT 24" O.C. <br />ROOF SHEATHING <br />MIN. 9" LONG 20 GA. PER PLAN <br />FLAT STRAP w/ (8) 10d <br />SHEATHING PER SHEATHING PER <br />PLAN.- O R - PLAN. -OR- <br />2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW <br />ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW <br />W/ (3) 10d EACH END. <br />Qn� VALLEY SET OVER FRAME <br />1 I V V 1' <br />PRE-ENGINEERED ROOF <br />TRUSSES ®MAX. 24" O.C. 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 />SHEATHING PER ARCH 10 FURRING AT <br />INSTALLED PER MANUF. MAX. 16" O.C. w/ 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" <br />(3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />('soi'_ <br />EXTERIOR CEILING FURRING 3. AT VERIICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 <br />SCALE: N.T.S. "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 />"X" = 10% <br />HOUSE WIDTH <br />t2t <br />�J 0 3 <br />RIDGE <br />GABLE END —� <br />GABLE X <br />"X" = 10% OF <br />HOUSE WIDTH <br />'I <br />RIDGE <br />0 � <br />HIP <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />'��5 PLAN. <br />—---,----,-_--,------ <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 />SHEATHING PER PLAN <br />BOND BEAM PER <br />PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" <br />MAX. GAP FROM TOP OF <br />8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING <br />:ja <br />FOR VERT. REINF. <br />RO7 "WALL BRACING AT NON -BEARING EXTERIOR WALL <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 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />STRUCTURAL SHEATHING PER PLAN <br />AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT <br />FROM GABLE TRUSS. <br />OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />TOP CHORD w/ (2)-16d NAILS AT 24' O.C. <br />SIDE OF BLOCKING. <br />CONT. 20 w/ (2) 12d NAILS <br />All <br />STRUCTURAL SHEATHING <br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 2'-0" O.C. MAX. <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" <br />/Z <br />TRUSS ANCHOR <br />O.C. @ APPROX. 45-DEG ANGLE. <br />SEE CONN. CHART <br />3 <br />"T' <br />� SPLICE DETAIL FOR DIAGONAL 4' LAP WITH LAP <br />BOND BEAM PER PLA <br />NAILED w/ (2) ROWS 10d GUN NAILS ® 8" O.C. <br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2" <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE). <br />2x SHTG. <br />SEE ARCH. FASCIA BLOCKING <br />VDRAWINGS <br />II <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 />3 CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. <br />STRUCTURAL SHEATHING WASHERS AND 7" EMBEDMENT. <br />SEE PLAN FOR ATTACHMENT <br />x NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF ®16" O.C. <br />TRUSS w/ 12d's AT 4" O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER <br />PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE <br />/ CONT. 20 PLAN AND DETAIL. <br />/ \ 20 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED <br />CONTINUOUS BRACE) NAILED TO DIAG. w/ 10d GUN <br />STRUCTURAL @ TOP <br />NAILS @ 8" O.C. BUTT JOINT ALLOWED <br />SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED <br />x FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. <br />FIELD NAILING <br />BRACE SPLICE SHOWN <br />PER PLAN 2x4 BLOCKING AT 48" O.C. - <br />3 TRUSS BAYS <br />FRAMING 2x6 NAILED @ BOTTOM <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 />METAL: <br />15/32" SPAN RATED PLYWOOD w/24 GA. <br />19/32" SPAN RATED PLYWOOD w/26 GA. <br />PANEL FIELD 1 <br />6" O.C. <br />6" O.C. <br />6" O.C. <br />INV I L3.- <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 />3 <br />Q <br />O <br />rn <br />cn <br />751 <br />0 <br />CV <br />O <br />cV <br />CV <br />A <br />O <br />M <br />W <br />K <br />0 <br />a <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 GABLE END TRUSSB RACING DETAIL <br />GABLE END <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 @ 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 0 32" MAX. SPACING <br />---IF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, <br />IF LENGTH IS GREATER THEN 4'-O" USE (2) 2x4 "L" <br />BACKS. NAIL 'L" BACKS w/12d ®12"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�ABLE�EN�DTR�USSR09C PARTIAL GABLE <br />(8) 10d NAILS EACH <br />^L AI I <br />2x4 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. BLOCK4 BAYS BACK <br />FROM GABLE TRUSS. <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />SIDE OF BLOCKING. <br />3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL <br />SHEATHING. <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 "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 />8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO <br />SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO <br />REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED <br />TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON <br />H2.5A OR ONE USP RT5 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 />— 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE "L" <br />BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND <br />THE REMAINDER AT 48" O.C. DIAGONALS OVER 8'-0" MUST HAVE AN ADDITIONAL "T" <br />BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6" O.C.. "T" BRACE LENGTH <br />TO BE THE DIAGONAL'S LENGTH MINUS 12" FROM EACH END. <br />TRUSS ANCHOR <br />SEE CONN. CHART <br />WOOD FRAMING PER PLAN <br />R09B �UT�HHAB�ETRU�SBRACING D��jtl <br />B <br />ENGINEERED WOOD <br />ROOF TRUSS AT 2e <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 />COND110NS 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 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 />remn <br />z <br />Maim <br />� <br />e <br />' <br />'� <br />y <br />y. <br />t <br />- <br />C.O A ARCHITECTURE: <br />AA26002802 <br />c.OA.# ENGINEERING' <br />7 THOMAS iA., WESER, PE <br />P.E. # 73242 FLORIDA <br />8 BE JAMIN NIESE, PE <br />P.E, 86025 FLORIDA. <br />6/7/21 <br />DATE yt illi t <br />t <br />fI <br />ww .� <br />�TAT�e�40r' <br />i <br />O <br />M <br />M0 <br />t'/ <br />1 <br />v00 <br />r <br />M <br />O <br />V J\ <br />00 <br />T <br />n� <br />F--� <br />� <br />i-I <br />o <br />v <br />a� <br />U`Y' <br />c` ) <br />cz <br />o� <br />bA <br />�� <br />0 <br />N <br />tPulteGrouir <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx /xx /xxxx <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />