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CONTINUOUS STRUCTURAL SHEATHING <br />TRUSS ANCHOR PER PLAN <br />STRUCTURAL SHEATHING DETAIL AT RAISED HEEL <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <br />PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. <br />TRUSS ANCHOR PER PLAN <br />2x BLOCKING AT <br />SHEATHING EDGES <br />NOTE: <br />REFER TO ARCHITECTURAL <br />DRAWINGS AND/ OR TRUSS <br />MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE <br />INFORMATION. (i.e. HEEL <br />HEIGHTS, SLOPE, OVERHANGS). <br />FASCIA <br />SEE ARCH. DRAWINGS <br />BOND BEAM PER PLAN <br />SHEATHING PER PLAN <br />R01 "ROOF TRUSS ON MASONRY <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 - SHEATHING <br />AND SCHEDULE <br />PER PLAN <br />R08B VAL�LBRAC�ING AT BEARING WALL <br />0 <br />"X" = 10% <br />HOUSE WIDTH � C <br />x <br />0 0 x <br />x <br />x 0 <br />RIDGE X <br />0 GABLE END <br />x � <br />BOSTON HIP _X <br />"X" = 10% <br />HOUSE WIDTH <br />Ol 02 3 <br />IDGE-/ <br />Oi GABLE END <br />GABLE Ix <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 />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) 10d <br />SHEATHING PER _OR <br />PLAN. <br />UNDER TRUSS <br />TRUSS CHORDS <br />CH END. <br />DflaVALLEY SET OVER FRAME <br />I ivv IS= <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER _ OD _ <br />PLAN. <br />(1) 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 />- - -- - - - - 1 <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />PRE ENGINEERED <br />TRUSSES AT 24" O.C. <br />2x4 BLOCKING AT 2'-0" - <br />D.C. w/ (2) 12d TOE NAILS <br />EACH END TO TRUSS <br />�=META16 <br />SHEATHING PER PLAN <br />BOND BEAM PER AT BLOCKING w/1/4" <br />PLAN AND SCHEDULE <br />MAX. GAP FROM TOP OF <br />8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING <br />FOR VERT. REINF. <br />R07 �AL�LBR�AC�ING�ATNON-BEARIN�GE XTERIORW ALL <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 />_I PRE-ENGINEERED ROOF <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />TRUSSES MAX. 24" O.C. <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />STRUCTURAL SHEATHING PER PLAN <br />STRUCTURAL SHEATHING PER PLAN <br />O.C. MINIMUM 8d NAILS. BLOCK 4 BAYS BACK <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT <br />M <br />FROM GABLE TRUSS. <br />FROM T <br />OVERHANGS GREATER THAN 12". ATTACH TO 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 />TOP CHORD w/ (2)-16d NAILS AT 24" O.C. <br />SIDE OF BLOCKING. <br />CONT. 2x4 w/ (2) 12d NAILS <br />CONT. 2x4 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. <br />1x4 FURRING AT <br />SHEATHING PER ARCH MAX. 16 O.C. w/ <br />" <br />2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 L <br />2z6 DIAGONAL BRACING w/ (5) tOd COMMON NAILS TO <br />PRE-ENGINEERED WOOD <br />" <br />TRUSSES AT 2'-0" O.C. MAX. <br />INSTALLED PER MANUF. (3)10d AT EA TRUSS <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />3 <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" <br />TRUSS ANCHOR <br />('soi--�EXTERIOR CEILING FURRING <br />3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 <br />O.C. @ APPROX. 45-DEG ANGLE. <br />SEE CONN. CHART <br />"L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />0 <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP <br />BOND BEAM PER PLA <br />SCALE: N.T.S. <br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL <br />NAILED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. <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 />(2) SIMPSON A23 w/ (8) 10d x 1-1/2" <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE), <br />�-FASCIA <br />RCH <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 />SHEATHING PER PLAN <br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's <br />"X" = 10% OF AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. A HOUSE WIDTH PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 z 10" <br />3 STRUCTURAL SHEATHING (�MI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. <br />SEE PLAN FOR ATTACHMENT vy WASHERS AND 7" EMBEDMENT. <br />x <br />x NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF ®16" O.C. <br />X z TRUSS w/ 12d's AT 4 D.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER <br />PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE <br />CONT. 2x4 PLAN AND DETAIL. <br />X Di \ 2x4 NAILED FLAT TO TOP OF BRACE ("To' 26 NAILED <br />CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN @ TOP <br />RIDGE STRUCTURAL NAILS @ 8" O.C. BUTT JOINT ALLOWED <br />0 \ I SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED <br />�1 x FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. <br />,< FIELD NAILING / BRACE SPLICE SHOWN <br />HIP X PER PLAN \ 2x4 BLOCKING AT 48" O.C. - <br />3 / 3 TRUSS BAYS <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 />11 <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 />FRAMING 26 NAILED 0 BOTTOM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />(: <br />R09 "GABLE END TRUSS BRACING DETAIL <br />GABLE END <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT (8) 10d NAILS EACH `. <br />OVERHANGS GREATER THAN 12". ATTACH TRUSS EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING <br />NOTES: TOP CHORD w/ (2)-16d NAILS AT 24" O.C.C. <br />TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. <br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. CONT. 2xs w/ (2) 12d NAILS BLOCK 8'-0" BACK FROM GABLE TRUSS. <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 />o 'ROOF SHEATHING ATTACHMENT DIAGRAM <br />20 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND 0 32" MAX. SPACING <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'-0" USE (2) 2x4 "L" <br />2x LEDGER w/2-10d EA. <br />BACKS. NAIL "L" BACKS w/12d ®12"O.C.(NOTCHED <br />CROSSING TRUSS MEMBER <br />@ TOP w/2-12d TOENAILS <br />FOR ROOF SHEATHING <br />"L" BACK -EXTEND 6" PAST <br />NAILING <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN-J <br />R09C PARTIAL GABLE END TRUSS DETAIL <br />PARTIAL GABLE <br />SEE A . <br />DRAWINGS <br />CMU <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) 2x4 "L" <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />�2x 5SH TIG3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 <br />BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL <br />-T- 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 To 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 8'4 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 UTCH 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" 4 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. EACH MISSED <br />LO <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 />MISSED TRUSS STRAP REPAIR <br />R 13 �u (1YPICAL CMU WALL CONNECTION) <br />CONN ECTOR <br />FASTENERS <br />ALLOWABLE LOADS <br />QTY(lbs) <br />TYPE <br />GRAVM <br />@ 1.0 <br />UPLIFT (lbs) <br />1.6 <br />LATERAL <br />lbs) @ 1.6 <br />META16 <br />8 <br />0.148"x1-1/2" <br />- <br />1450 <br />F1: 3 <br />40 <br />F2:770 <br />IETA16 <br />9 <br />0.148"x1-1/2Y' <br />_ <br />1810 <br />F1:340 <br />F2: 770 <br />(2) META 16 <br />1- I <br />10 <br />0.148"xi-1/2" <br />1975 <br />F1: 680 <br />F2: 770 <br />(2) META16 <br />2- or 3- p IV <br />14 <br />0.162"x3-1/2"' <br />1795 <br />F1» 12E3S <br />F2: 108T} <br />(2) FETA16 <br />1- t <br />10 <br />0.148"'.x1-1/2"' <br />1920 <br />F1: 680 <br />F2: 770 <br />(2) ; ETA 16 <br />2- car 3 l <br />12 <br />"r� <br />0.162 x3-1/2 <br />2365 <br />F 1:1350 <br />F2:1430 <br />E1ST16 <br />8 <br />0.148"x1-1 2" <br />111tU <br />F 1:120 <br />4 <br />1114", i-3/4' Then 2 <br />F2: 90 <br />MTS12 <br />14 <br />0,148"x1-1/2"' <br />- <br />990 <br />-- <br />S16 <br />14 <br />0.148"x1-12"' <br />- <br />990 <br />-- <br />TS16 <br />16 <br />0.148"x1-1/2" <br />1310 <br />- <br />S20 <br />24 <br />0.148"x1-1/2" <br />1310 <br />- <br />LSTA12 <br />10 <br />0.148 " x2-1/2" <br />__ <br />92.5 <br />LST' 18 <br />14: <br />0.148"x2-1,12" <br />- <br />1235 <br />-- <br />LSTA30 <br />22 <br />0.148"K2-1/ "' <br />-- <br />1640 <br />-- <br />1STA30 <br />22 <br />0.148"x2-1/2" <br />2050 <br />-- <br />MSTC52 <br />62 <br />D.1:48"Y,-1,14pt <br />- <br />4�7i34J5t <br />T14{T <br />10 <br />p <br />1 4"'x2- ,4cet d atE�"'I L. <br />-- <br />2Q4t <br />-- <br />14 <br />0.148"x3-1/4�" <br />1 <br />22 <br />a148""xy3" <br />-- <br />3965 <br />F1. 7 <br />1 <br />,P 8" A R'L. <br />F2< 525 <br />VGTR or L <br />1 <br />5 8" ATiR <br />- <br />2225 <br />F1: 650 <br />16 <br />1/4"Px3" S:DS <br />F2:630 <br />A CT ? L <br />2 <br />5/8"P ATR <br />5545 <br />F1. 650 <br />32 <br />1/4"'x3" S[DS <br />Fla 631D <br />�T <br />i <br />5,/ 8" AT <br />_ _ <br />4940 <br />F 1: 1185 <br />16 <br />1/4"x3" S <br />F2: 590 <br />(2) °� T <br />2 <br />5/ 8"' ATR <br />- <br />7185- 2ply 88-% <br />3 l <br />F 1.1185 <br />32 <br />1/4-' x3" S <br />F2. 5 <br />10 <br />j 2"' ATB� <br />1/5/8" <br />1J825-'g2x��-,m i n <br />ronin <br />F TT4 <br />1 <br />AT8 <br />3610 <br />- <br />18 <br />0.148"x3--1/2" <br />I~-TTS <br />1 <br />5,8"` ATIR <br />4670 <br />-- <br />26 <br />.148"' x3" <br />HTT5KT__ <br />1 <br />5/8"' ATF <br />54455 <br />-- <br />26 <br />SD 10x2-1/2", <br />A13LE4 <br />1 <br />"P <br />5, 8 AT1R <br />7570 <br />1900 <br />-- <br />12 <br />0.162"x3-1/2'' <br />ASU662 <br />1 <br />Ff <br />5/8 ATE <br />18205 <br />2475 <br />12 <br />0.162"0-1/28P <br />FH2.S <br />10 <br />0.131"x2-1/2" <br />-- <br />565 <br />F1 » 110 <br />F2: 110 <br />H10A <br />18 <br />.148"xi-1/2" <br />1340 <br />F1:565 <br />F2: 285 <br />H1 -2 <br />18 <br />0.148"x1-1,120P <br />1080 <br />F 1: 680 <br />F2:260 <br />HUC48 <br />I <br />14 <br />1/4", x2- 8/4"'' 7Tte n 2 <br />3500 <br />1135 <br />- <br />6 <br />0.148� 'x3" <br />WS26 <br />4 <br />148„x " <br />865 <br />1.1.65 <br />-- <br />SPfi4 <br />12 <br />0.148"x1-1/2" <br />_- <br />Side: 640 <br />Center- : 1280 <br />ETC d1 s <br />4 <br />3/16"x2-3/4"` T1ten 2 <br />F1: 85 <br />2 <br />0.131" -1/2" <br />F 2 :13 <br />A35 <br />12 <br />0.131"x1.1/2" <br />__ <br />F1: 50 <br />F2: 670' <br />S I:D�?i'�C1.56A <br />1 <br />S 'dad` 5 ? <br />-- <br />61S <br />F" 13' <br />E225 <br />FE2: <br />SDWC°11..5450 <br />1 <br />S C15450 <br />-- <br />295 <br />F50 <br />cl- <br />0 <br />N <br />0 <br />N <br />CD <br />0 <br />U <br />0 <br />O <br />0 <br />M <br />(o <br />r <br />v00 <br />c� <br />O <br />0 <br />O <br />00 <br />� <br />o <br />v <br />v <br />c <br />tU� <br />$� <br />0) <br />rcn <br />V <br />O <br />;miiiIll <br />� <br />b�D <br />0 <br />cf) <br />+' <br />N <br />a <br />�s <br />N <br />v <br />osgo <br />c r^ <br />L\ <br />O N <br />i L <br />m <br />00 py-, <br />%10Vj <br />look <br />r=i <br />0 <br />CL) Q <br />O <br />1. <br />o Q <br />w <br />0 <br />o �0�// <br />r� 04 <br />PRODUCT MANAGER <br />I RELEASE I <br />DATE: XX /XX /XXXX <br />C.O.A.# ARCHITECTURE: �• <br />AA26002802 PROJECT TYPE <br />C.O.A.# ENGINEERING: <br />29349 Single Famfl <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />12/17/20 <br />DATEr,`��tItI7! / <br />f PLAN NAME <br />Cedar <br />NPC CHILD NUMBER <br />b. 86025 2810.500 <br />SHEET <br />QA <br />t)/lillil! <br />0 <br />