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STRUGTURAL SHLJWTHNG, SEE PLAN AND DETAILS 'a ArrAfURIE IT <br />PRE84GINEM WOOD <br />TRUSSES AT 24' O.C. MAX. <br />OR- <br />2x BLOCKING AT SHEATHING EDGES w/ 2x RIBBON BOARD ATTACHED TO <br />(3) 8d NAILS INTO TRUSS TRUSS W/O 10d NALS, 24-O.C. <br />CONTINUOUS STRUCTURAL CENTER MAX SPACING <br />SFEATM NAL PER TYPICAI. CONTINUOUS STRUCTURAL SHEATHING <br />SHEATHING DETAL NAL PER TYPICAL SHEATHING DETAL <br />TYPICALTRISSANCHOR <br />PER PLAN DETAL AT TRUSS FEEL > 91/4" TYPICAL ,,,,,,,,, <br />ANCHOR PER PLAN <br />NOTE: <br />REFER M ARCHITECTURAL DRAWINGS ANDIOR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE INFORMATION. (Le. HEEL HEIGHTS, SLAPE, OVERHANGS) <br />STRUCTURAL SHEATHING, <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <br />PRE-ENGINEERED WOOD <br />TRUSSESAT2CO.C.MAX. <br />TRUSS ANCHOR PER PLAN <br />FASCIA, (SEE ARCH DWGS) <br />BOND BEAM PER PLAN <br />DETAILAT TYPICAL TRUSS wl HEEL < 9 IN <br />ROOF TRUSS ON MASONRY <br />1 lV 1 Sedee Flle Nana <br />1 /2"=1'-0" RWM-010 <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�BRACING AT BEARING MALL <br />"X" = 10% <br />HOIISF WnTH <br />IJUb I UN rnr <br />'X'=10% <br />HOUSE WIDTH <br />01 <br />O O 3 <br />RIDGE <br />Qt GABLE END:7 <br />-� <br />GABLE x <br />20 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1x6 w/(3) 8d O <br />EA. OUTLOOKER <br />20 OUTLOOKER <br />PER DRAWINGS <br />20 FASCIA <br />SHEATHING PER PLAN. <br />GABLE TRUSS - OR - <br />PER PLAN <br />20 BETWEEN EA. <br />OUTLOOKER wA2) <br />10d TOENAILS <br />IEDIMENT BLOCKING GABLE <br />VALLEY SET TRUSSES <br />AT 24' O.C. <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />ROOF SHEATHING <br />VALLEY SET TRUSSES <br />PER PLAN <br />AT 24' O.C. <br />MIN. 9' LONG 20 GA. <br />ROOF SHEATHING <br />PER PLAN <br />FLAT STRAP w/ (8) 10d <br />SHEATHING PER <br />SHEATHING PER <br />P� _ OR _ <br />PLAN. - OR- <br />- - <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 />13110VALLEY SET OVER FRAME <br />1 1 V V Ian <br />PRE-ENGINEERED ROOF <br />TRUSSES 0 MAX. 24" O.C. 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 S-6' TO 6'-6' USE ONE 20 'L' BACK. <br />L 10 FURRING AT <br />SHEATHING PER ARCH MAX. 16" O.C. w/ 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 <br />INSTALLED PER MANUF. (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />S01 EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0' USE ONE 2x4 <br />SCALE: N.T.S.1" 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% OF <br />HOUSE WIDTH <br />'r <br />G) T 7 <br />C(D <br />RIDGE <br />HIP <br />VALLEY SET TRUSSES <br />AT 24' O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />;_--- , -- - -,- _-- ,-- - - <br />---- <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />PRE ENGINEERED <br />TRUSSES AT 2e O.C. <br />20 BLOCKING AT 2'-0' O.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 />FOR VERT. REINF. <br />R07 #A�LLBRACING AT NON -BEARING EXTERIOR �WA�LL <br />2x4 PURLIN 0 EA VALLEY <br />TRUSS. NAIL TO COMMON <br />TRUSS w/(3) 16d GUN NAILS <br />BOTTOM CORD OF VALLEY <br />TRUSS NAILED TO PURL IN <br />w/ 10d GUN NAIL 0 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. 2x4 w/ (2) 12d NAILS <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 />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 P <br />NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. <br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2' <br />(ONE ON EACH SIDE ( BRACE TO TOP PLATE). <br />FASCIA x SHTG . <br />ARCH. BLOgONG <br />II , <br />DSEE <br />RAWINGS <br />SIDE NAIL ALL "L° BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN <br />AT 6' O.C. NOTCH 1" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 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 CMU <br />SEE PLAN FOR ATTACHMENT WASHERS AND Y EMBEDMENT. <br />,< NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF 016' 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 />2x4 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED <br />CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN ®TOP <br />STRUCTURAL NAILS 0 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 % BRACE SPLICE SHOWN \ <br />PER PLAN 20 BLOCKING AT 48' 0 C - <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 RELD 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 />F_ <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 />\ 3xTRUSS BAYS <br />FRAMING <br />2x6 NAILED 0 BOTTOM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 "GABLE END TRUSS BRACING DETAIL <br />GABLE END <br />2x4 LADDER FRAMING AT 24' O.C. REQ'D AT (8) 10d NAILS EACH <br />OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS 2x4 SOCKING AT DIAGONALS ONLY. ATTACH AT <br />TOP CHORD w/ (2)-16d NAILS AT 24' O.C. EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING <br />TO BLOCKING AT 6' O.C. w/ MINIMUM Bd NAILS. <br />CONT. 2x6 w/ (2) 12d NAILS BLOCK 8'-0' BACK FROM GABLE TRUSS. <br />NAILSDIAGONAL A. BRACING <br />MAX(SSPAgNGCOMMON <br />STRUCTURAL SHEATHING PER PLAN <br />2x BLOCKING BETWEEN EA - <br />TRUSS MEMBER OR TRUSS WEB. <br />-- IF LENGTH IS LESS THAN 4'-0' USE 20 'L' BACK, <br />IF LENGTH IS GREATER THEN 4'-O' USE (2) 20 'L' <br />2x LEDGER w/2-10d 0 EA BACKS. NAIL 'L° BACKS w/12d 012°0.C.(NOTCHED <br />CROSSING TRUSS MEMBER 0 TOP w/2-12d TOENAILS <br />FOR ROOF SHEATHING 'L' BACK -EXTEND 6' PAST <br />NAILING LOWER ROOF SHEATHING <br />SHEATHING PER PLANJ <br />PARTIAL GABLE END TRUSS DETAIL <br />R09C PARTIAL GABLE <br />CMU <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. 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 S-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 20 <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 />\ l <br />I ■fnnn <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 />- 20 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 />FRAMING PER PLAN <br />R09B DUTCH HIP GABLE TRUSS BRACING DETAIL <br />BOSTON HIP <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 />COND110NS OF USE (OR APPROVED EQUAL) <br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (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 />CONN ECTt#2 <br />FASTENERS <br />ALLOWABLE LOADS <br />CITY <br />TYPEGRAVITY <br />(I bs @1.0 <br />UPLIFT ( Ibs) @ <br />1.6 <br />LATERAL <br />Ibs @1.6 <br />META16 <br />8 <br />0.148"x1-1/2"' <br />-- <br />1450 <br />F1:340 <br />F2: 770 <br />HETA16 <br />9 <br />0.148"xi-1/2" <br />1810 <br />F1:340 <br />F2: 770 <br />(2) META16 <br />1-ply <br />10 <br />0.148"`x1-1/2"" <br />-- <br />1875 <br />F1: 680 <br />F2: 770 <br />(2) META16 <br />2- or 3- I <br />14 <br />0.162"x3-1/2" <br />1795 <br />F1:1285 <br />F2: 1080 <br />(2) HETA16 <br />1-ply <br />10 <br />0.148""x1-1/2"" <br />-- <br />1920 <br />F1: 68f1 <br />F2: 770 <br />(2) HUA16 <br />2- or 3 I <br />12 <br />0.162"x3-1/2" <br />2365 <br />F1:1350 <br />F2: 1430 <br />HSTM16 <br />8 <br />0.148"XIL- 2" <br />-_ <br />1110 <br />F1:120 <br />4 <br />1/4"x1-3/4"' Titen 2 <br />F2: 90 <br />MTS12 <br />14 <br />0.148"x1-1/2" <br />990 <br />- <br />MTS16 <br />14 <br />0.148"x1- 2]" <br />-- <br />990 <br />- <br />HTS16 <br />16 <br />0.148""x1-1/2" <br />1310 <br />-- <br />HTS20 <br />24 <br />0.148"xl-1/2" <br />1310 <br />- <br />LSTA12 <br />10 <br />0.148"x2-1/2" <br />-- <br />925 <br />-- <br />LSTAIS <br />14 <br />0.148"x2- 2" <br />1235 <br />- <br />LSTA30 <br />22 <br />0.148"x2-1/2" <br />1640 <br />-- <br />MSTA30 <br />22 <br />0.148"x2-1/2" <br />-- <br />2050 <br />-- <br />NISTC52 <br />62 <br />0.148"x3-1/4'" <br />-- <br />4735 <br />- <br />MSTCM40 <br />10 <br />4"x2- 4"' TIten 2 <br />-- <br />2800 <br />-- <br />14 <br />0.148"x3-1/4" <br />MGT <br />22 <br />0.14W x3" <br />-- <br />3965 <br />F1: 775 <br />1 <br />5/8"' ATR <br />F2: 525 <br />VGTR or L <br />1 <br />5 8"' ATR <br />-- <br />2225 <br />F1: 650 <br />16 <br />1/4"x3" SDS <br />F2: 630 <br />VGTR/L <br />2 <br />5/9'ATR <br />-- <br />5545 <br />171:650 <br />32 <br />1/4""x3" SDS <br />F2: 630 <br />VGT <br />1 <br />5 S"" ATR <br />4940 <br />F1:1185 <br />16 <br />1/4"x3!'SDS <br />172: 590 <br />(2) VGT <br />2 <br />5/8"'ATR <br />7185-2P{y <br />3 { <br />F1:1185 <br />32 <br />1/4!'x3" SDS <br />F2_ 590 <br />DTi2Z <br />1 <br />8 <br />1/2- ATR <br />1/47xY'` SIDS <br />-- <br />1825-2x4 min <br />2145- 2 2x4min <br />- <br />HTT4 <br />1 <br />5/8'" ATR <br />-- <br />3610 <br />-- <br />0.148"x3-1/2"` <br />HTTS <br />1 <br />5 9'' ATR <br />-- <br />4670 <br />- <br />26 <br />0. i�' 8rxY' <br />HTTW <br />ATR <br />-- <br />MA <br />- <br />26 <br />S D #10x2-1/2" <br />ABU44Z <br />1 <br />5/8" ATR <br />7570 <br />1900 <br />- <br />12 <br />0.162"x3-1/2" <br />ABLI166Z <br />1 <br />ee <br />5/8 ATR <br />18205 <br />2475 <br />- <br />12 <br />0.162"x3-1/2" <br />H2.5A <br />10 <br />0.131"x2-1/2" <br />__ <br />565 <br />F1:110 <br />F2:110 <br />H10A <br />18 <br />0.148"x11/2" <br />- <br />1340 <br />F1:565 <br />F2: 285 <br />H10A 2 <br />18 <br />0.148"x1-1/2" <br />-- <br />1080 <br />F1:680 <br />F2:260 <br />HUC48 <br />14 <br />1/4"x2-3/4" Titen 2 <br />3500 <br />1135 <br />- <br />6 <br />0.148"x3" <br />WS26 <br />4 <br />Q148"'x3" <br />865 <br />1165 <br />SPH4 <br />12 <br />0.148"x1--1/2"' <br />-- <br />Side: 640 <br />- <br />Center :1280 <br />OTC dips <br />4 <br />3/16"x2-3/4" Titen 2 <br />_- <br />Fl : 85 <br />2 <br />0.131"x2-1/2" <br />F2:135 <br />A35 <br />12 <br />0.131"x1-1/2" <br />-- <br />-- <br />F1:650 <br />F2:670* <br />SDWC15600 <br />1 <br />SDWC15600 <br />-- <br />615 <br />F1:130 <br />F2:225 <br />SIYWC15450 <br />1 <br />SDWCLS450 <br />-- <br />295 <br />F2:150 <br />O <br />C� <br />1 <br />r� <br />00 <br />07-4 <br />O <br />0 <br />VJ <br />00000 <br />NA�p <br />;-1 <br />O <br />N <br />U <br />V <br />bA <br />-2 <br />�z>IL <br />N <br />� <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />C.O.A.# ARCHITECTURE: <br />AA26=80 <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Famil <br />n THOMAS A. WEBER, PIE <br />P.E. # 73242 FLORIDA <br />; <br />■ SEWAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E.086026 FLORIDA <br />to <br />6/7/2 <br />DATE,`,��ittffll <br />WAN NAME <br />edar <br />C CHILD NUMBER <br />1P810.500 <br />STATE OF hi.. <br />s <br />....` <br />SHEET <br />S4.1 <br />