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STRUCTURAL SHEATHING, SEE PLAN AND DETAILS CA° "TT"^""c"'T <br />N <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 wl P)1Od NAILS, 24, O.C. <br />CONTINUOUS STRUCTURAL CENTER MAX. SPACING <br />SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHINE <br />SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAI <br />TYPICAL TRUSS ANCHOR <br />PER PLAN DETAIL AT TRUSS HEEL > 91/4' TYPICAL " vw <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 w/ HEEL < 9114' <br />ROOF TRUSS ON MASONRY <br />He Name: <br />RWM-010 <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />lx6 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 />'EDIMENT BLOCKING @ GABLE <br />a <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 />Pam_ - O R - <br />PLAN. - O R - <br />- - - <br />2A BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW <br />ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW <br />w/ (3) 10d EACH END. <br />VALLEY SET OVER FRAME <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) 24"L" <br />(3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />('sol' <br />EXTERIOR CEILING FURRING 3. AT VERTICALS 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% "X" = 10% <br />HOUSE WIDTH ® HOUSE WIDTH <br />-'ram <br />Q x 0 3 <br />OX <br />RIDGE'�/ X RIDGE <br />GABLE END ,< (i GABLE END -� <br />x <br />BOSTON HIP X GABLEX_(D X <br />'X" = 10% OF <br />HOUSE WIDTH <br />'f <br />C� <br />RIDGE <br />.1 <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" 0.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 />NU I L5: <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 />-T---,----,-T--,---- 1- T l <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. BLOCK 4 BAYS BACK <br />FROM GABLE TRUSS. <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />SIDE OF BLOCKING. <br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" <br />O.C. ® APPROX. 45-DEG ANGLE. <br />:1 ! SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP <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 />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"x2" PL. <br />STRUCTURAL SHEATHING WASHERS AND 7' EMBEDMENT. <br />SEE PLAN FOR ATTACHMENT <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF @ 16' O.C. <br />MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER <br />TRUSS w/ 12d's AT 4" O.C. PLAN rno onvrn ❑rnu AT 1/AI II TCn / nAINllnAl crr <br />/ CONT. 2x4 PLAN AND DETAIL. <br />\ 2x4 NAILED FLAT TO TOP OF BRACE ("T" x6 NAILED <br />CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 22 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 <br />BRACE SPLICE SHOWN <br />PER PLAN \ 2x4 BLOCKING AT 48" O.C. - <br />\ / 3 TRUSS BAYS <br />FRAMING 2x6 NAILED 0 BOTTOM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R GABLE END TRUSS BRACING PETAIL <br />0 9 N.T.SLE END <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 />SHEATHING PER <br />2x4 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 />20 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND 0 32" MAX. SPACING <br />IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK, <br />IF LENGTH IS GREATER THEN 4'4 USE (2) 2x4 "L" <br />BACKS. NAIL "L" BACKS w/12d @ 12'0.C.(NOTCHED <br />0 TOP w/2-12d TOENAILS <br />"L' BACK -EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />lognVARTIAL GABLE END TRUSS DETAIL <br />UL PARTIAL CABLE <br />(8) 10d NAILS EACH <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 />SHEATHING PER PLAN <br />BOND BEAM PER <br />PLAN AND SCHEDULE META16 AT BLOCKING w/l/4" <br />MAX. GAP FROM TOP OF <br />8" CMU WALL. SEE PLAN WALL TO BO1T. OF BLOCKING <br />FOR VERT. REINF. <br />R07 WAL�LBR_AC�INGAT �NO-BEARIN�GE XTERIO�RW ALL <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 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. BLOCK4 BAYS BACK <br />FROM GABLE TRUSS. <br />20 LADDER FRAMING AT 24" O.C. REQ'D AT <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 />STRUCTURAL SHEATHING <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 2'-0" O.C. MAX. <br />3 <br />SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL <br />SHEATHING. <br />TRUSS ANCHOR <br />3 <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2z4 "L" BACK. <br />SEE CONN. CHART <br />2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" <br />BOND BEAM PER PLA <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />FASCIA <br />2x SHTG. <br />3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 <br />SEE ARCH. <br />BLOCKING <br />"L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />DRAWINGS <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 <br />SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO <br />SEE PLAN FOR PLAN <br />THE SECOND DIAGONAL, A STRONGBACK IS ALSO <br />REINFORCEMENT <br />REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED <br />CMU <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 />FRAMING PER PLAN <br />R09B DUTCH HIP GABLE TRUSS BRACING DETAIL <br />LU 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 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 />R13 MISSED TRUSS STRAP REPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />CONNECTOR ECTO <br />FASTEN ERS <br />ALLOWABLE LOADS <br />T9° <br />TEE <br />GRAVITY <br />(Ifas) @1.0 <br />UPLIFT ( Iles) @ <br />1.6 <br />LATERAL <br />bs @ 1.6 <br />MET ,16 <br />8 <br />0.149"xi 2"1 <br />1450 <br />F1:340 <br />F2:770 <br />HETA16 <br />9 <br />0.148"x1;-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) TETA16 <br />2-- or 3-ply <br />14 <br />&1 <br />0.162 x3-1/2 <br />-- <br />1795 <br />F1.1285 <br />F2: 1080 <br />(2) H ETA 1 <br />1-ply <br />10 <br />0.149"x1-1/2"' <br />1920 <br />F1: 6�0 <br />F2:770 <br />(2) HETA16 <br />2- or 3- oIV <br />12 <br />0.162"x3-1/2" <br />I <br />2365 <br />F1:1350 <br />F2: 1430 <br />HS <br />0.148"x1- 2" <br />-'- <br />1110 <br />F1:120 <br />4 <br />1/4"x1-3/4." Titen 2 <br />F2: 90 <br />S12 <br />14 <br />0.148"x1-1/2" <br />-- <br />990 <br />-- <br />S16 <br />14 <br />0.148"xi-12" <br />--- <br />990 <br />-- <br />1-fI•S16 <br />16 <br />0.148"x1-1/2"' <br />-- <br />1310 <br />-- <br />FiTS20 <br />24 <br />0.148"x1-1/2" <br />-- <br />1310 <br />-- <br />LSTA12 <br />10 <br />0.148"x21/2"' <br />- <br />925 <br />-- <br />LSA18 <br />14 <br />0.148"x2-12" <br />1235 <br />LSTA30 <br />22 <br />0.148"X21-1/2" <br />1640 <br />-- <br />STA30 <br />22 <br />0.148"x2-1/2`" <br />- <br />2050 <br />-- <br />MSTC52. <br />2 <br />.1 "X3.-9 4" <br />4735 <br />-- <br />ST di40 <br />110 <br />1/4 " 2-1 4a' Titen 2. <br />-- <br />2800 <br />14 <br />0.148""x3 _ A c" <br />lGT <br />22 <br />0.148"x3" <br />3965 <br />F 1: 775 <br />1 <br />5/8"1 TIC <br />F2: 525 <br />CTR ear L <br />1 <br />5 8"' IATR <br />2225 <br />F1: 650 <br />16 <br />1/4""x3" SDS <br />F2: 630 <br />' CTTR/L <br />2 <br />5/5'ATR <br />-- <br />5545 <br />F1:650 <br />32 <br />1/4"x3" SDS <br />F2: 630 <br />GT <br />5 87 ATR <br />_._ <br />� f� <br />4940 <br />F l : 1 185 <br />16 <br />'1 4!'x3s" SE6 <br />�a1 <br />2: 590 <br />(2)� <br />2 <br />5/8" ATR <br />7185-2p1y 80 <br />3 I r <br />1185 <br />32 <br />4.""x3" SDS <br />F2: 590 <br />[0TT27/2"' <br />8 <br />VTR _ <br />1/4' x3" SIB <br />18Z5-2x4rr�ln <br />2145- 2 2x4 rn In <br />- <br />HTT4 <br />1 <br />5/87 AT <br />_- <br />3610 <br />- <br />18 <br />0.148"x3-1/2" <br />HITS <br />1 <br />5 8"" ATR <br />4670 <br />-- <br />26 <br />0.14" 8`x3x" <br />1 <br />5/8" ATRHTT5KT <br />-- <br />-- <br />26 <br />SD##10k2-1/2"1 <br />AI37 <br />1 <br />5/8!'ATR <br />7570. <br />1900 <br />-- <br />12 <br />0.162"x3-1/2" <br />A0 066,2 <br />1 <br />"1 <br />5 8 VTR <br />18205 <br />2475 <br />-- <br />12 1 <br />0.162"Ix3-1/2" <br />H2.5A <br />10 <br />0.131"x21/2" <br />- <br />565 <br />F1:110 <br />F2:110 <br />H10A <br />18 <br />0.148"x1-1/2" <br />1340 <br />F1.565 <br />F2: 285 <br />HiO�-, <br />18 <br />0.148"x1-1/2"` <br />-_ <br />1080 <br />F1:680 <br />F2: 260 <br />HUM <br />14 <br />1/45"x2-3/4!` TTten 2 <br />3500 <br />1135 <br />- <br />6 <br />0.148"x3" <br />WS26 <br />4 <br />0.148"x3" <br />865 <br />1165 <br />-- <br />S PH4 <br />12 <br />0.148""x1-1/2"` <br />_ _ <br />Side: 640 <br />- <br />Center :1280 <br />OTC z Mfrs <br />4 <br />3/16:N2-3/4" TTten 2 <br />- <br />F1: 85 <br />2 <br />0.131"2-1/2" <br />F2:135 <br />A35 <br />12 <br />0.131"x1-1/2" <br />F1:650 <br />2: 670* <br />SD C15600 <br />1 <br />S0V4Z 60�? <br />-- <br />615 <br />30, <br />F1:225 <br />F2:225 <br />SDWC154501 <br />1 <br />SD C15450 <br />-- <br />295 <br />F2:150 <br />C.O.A.# ARCHITECTURE: <br />AA2 02802 <br />. .A.:# ENGINEERING. <br />29349 <br />I € TOMAS A, WE ER, PE. <br />P.Ee # 7 242FLORIDA <br />X BENJAMIN NIE E, PE <br />P.E.#86025 FLORIDA <br />5/24/21 <br />DATE t�}41I11ti! <br />� p.1Nlt IN <br />eo <br />V, ' <br />o. 86026 <br />z <br />NA 0 <br />���'�IlIIiIllii <br />w ` <br />C:) <br />O <br />co J <br />C? <br />v <br />°O <br />4-1 <br />0 <br />00 <br />u J <br />�-I <br />0111 <br />v0--, <br />cn <br />U <br />Me-_q <br />c� <br />c% <br />O <br />w <br />0 <br />PENIIIIIIIII <br />P-4 <br />4 <br />N <br />*PulteGroup- <br />*z <br />So <br />o_ <br />O <br />rq <br />O � <br />1 Lc'.) <br />r-q M <br />00 <br />L\ c� <br />w <br />-1c <br />v <br />cu <br />O <br />.> <br />4­4 Q <br />n3 O <br />H <br />� O Q <br />CTS w <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />