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CONTINUOUS STRUCTURAL 77SHEATHING <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 />FASCIA <br />SEE ARCH. DRAWINGS <br />0 <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x BLOCKING BETWEEN TRUSSES w/ 2x6 FASCIA <br />zm x (3) 8d INTO SUPPORT ® EA END TO <br />ADJACENT TRUSS OR TO TOP PLATES <br />2x BLOCKING AT <br />SHEATHING EDGES SHEATHING PER PLAN 1 x6 w/(3) 8d <br />EA. OUTLOOKER <br />NOTE: STRUCTURAL SHEATHING CONTINUOUS LOCATION OF BRACING AT <br />REFER TO ARCHITECTURAL AT TRUSS HEEL, w/ SHEATHING EDGE TRUSS SCREW THRU VAULTED TRUSS. <br />DRAWINGS AND/ OR TRUSS NAILING REQUIRED. TOP PLATES TO TRUSS <br />MANUFACTURER DRAWINGS FOR FRAMING PER PLAN DETAIL AT RAISED HEEL <br />SPECIFIC TRUSS PROFILE <br />INFORMATION. (i.e. HEEL WHEN 9-1/4" < "D" < 15-1/4": <br />HEIGHTS, SLOPE, OVERHANGS). SOLID 2x BLOCKING BETWEENTRUSSES ATTACHED TO TOP <br />fi <br />PLATES w/ 8d NAILS • 6" O.C. ,� z <br />ALONG LENGTH OF BRACED N <br />WALL PANELS <br />o - <br />5:� <br />TRUSS SCREW O O <br />PER PLAN <br />NOTE: CONTINUOUS BRACING TRUSS <br />REFER TO ARCHITECTURAL DRAWINGS <br />AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN <br />DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN <br />INFORMATION. (i.e. HEEL HEIGHTS, <br />SLOPE, OVERHANGS). <br />FRAMING PER PLAN <br />v SHEATHING PER PLAN 1O. TRUSS SCREW THRU TOP PLATES TO TRUSS <br />BOND BEAM PER PLAN <br />�2 TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL <br />ROOF TRUSS ON MASONRY ROOF TRUSS ON FRAME <br />R01 <br />R02 <br />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. 20 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 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 />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 />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 />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 />O 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 <br />SHEATHING PER PLAN <br />AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. <br />PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" <br />STRUCTURAL SHEATHING ('�MI I <br />ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2%2" PL. <br />y V <br />WASHERS AND 7" EMBEDMENT. <br />SEE PLAN FOR ATTACHMENT <br />NAIL BOTTOM CHORD Of GABLE <br />MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED <br />TRUSS w/ 12d's AT 4" O.C. <br />BEAM PER PLAN. FOR RAKED BEAM AT VAULTED <br />CONDITION, SEE PLAN AND DETAIL. <br />/ CONT. 2x4 <br />CONTINUOUS / \ <br />20 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED <br />BRACE) NAILED TO DIAG. w/ 10d GUN ® TOP <br />STRUCTURAL <br />NAILS 0 8" O.C. BUTT JOINT ALLOWED <br />SHEATHING SEE PLAN <br />(48" MIN MEMBER LENGTH), BRACED <br />FOR ATTACHMENT <br />REQUIRED TO BE CONTINUOUS OVER DIAG. <br />FIELD NAILING l <br />BRACE SPLICE SHOWN � <br />PER PLAN <br />"�� <br />\ 2x4 BLOCKING AT 48 O.C. - <br />\ / 3 TRUSS BAYS <br />FRAMING 2x6 NAILED ® BOTTOM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 GABLE END TRSS BRACING DETtlL <br />GABLE <br />(8) 10d NAILS EACH <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24" <br />O.C. MAX. <br />��11147:1� <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. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. <br />3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. <br />IF HELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. <br />cu <br />cu <br />MISSED TRUSS STRAP REPAIR <br />w <br />R13 au <br />Lu (TYPICAL CMU WALL CONNECTION) <br />0 <br />J <br />d <br />"X" = 10% <br />HOUSE WIDTH C <br />O O x <br />x <br />x <br />RIDGE X <br />GABLE END <br />x <br />BOSTON HIP X <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />SHEATHING PER PLAN. <br />GABLE TRUSS — OR — <br />PER PLAN 2x4 BETWEEN EA. <br />OUTLOOKER w/(2) <br />10d TOENAILS <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />"iCTURAL <br />THING SEE PLAN <br />ATTACHMENT <br />ENGINEERED <br />SES AT 24' O.C. <br />2x4 BLOCKING AT 2'-0" <br />O.C. w/ (2) 12d TOE NAILS <br />EDIMENT BLOCKING @ GABLE EACH END TO TRUSS <br />SHEATHING PER PLAN <br />-VALLEY SET TRUSSES <br />AT 24" O.C. BOND BEAM PER META16 AT BLOCKING w/1/4' <br />-ROOF SHEATHING VALLEY SET TRUSSES VALLEY SET TRUSSES PLAN AND SCHEDULE <br />PER PLAN AT 24" O.C. AT 24" O.C. MAX. GAP FROM TOP OF <br />-MIN. 9" LONG 20 GA. ROOF SHEATHING ROOF SHEATHING 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING <br />FLAT STRAP w/ (8) tOd PER PLAN PER PLAN FOR VERT. REINF. <br />-SHEATHING PER SHEATHING PER SHEATHING PER ALL BRACING AT NON -BEARING EXTERIOR WALL <br />PLAN. — O R— PLAN. — O R— PLAN. R )7' <br />N.TS <br />�_- ��------ -- -- -- t 1 <br />2x4 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />ona VALLEY SET OVER FRAME <br />I1VV IM <br />"X" = 10% <br />HOUSE WIDTH <br />3 <br />RIDGE <br />Di GABLE END <br />GABLE X <br />"X" = 10% OF <br />HOUSE WIDTH <br />3 <br />x <br />7 <br />x <br />�Zz� I z <br />x / O <br />x <\ <br />RIDGE <br />x <br />x <br />HIP X <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 FIELD (1L <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 />NOILS: <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 />Ril ROOF SHEATHING ATTACHMENT DIAGRAM <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 • EA. <br />CROSSING TRUSS MEMBER <br />FOR ROOF SHEATHING <br />NAIUNG <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 • 32" MAX. SPACING <br />-'--IF LENGTH IS LESS THAN 4'-0" USE 2x4 'L" BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 "L" <br />BACKS. NAIL "L" BACKS w/12d • 12"0.C.(NOTCHED <br />• TOP w/2-12d TOENAILS <br />°L" BACK -EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN—' <br />PARTIAL GABLE END TRUSS DETAIL <br />R09C PARTIAL GABLE <br />(1) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />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 />STRUCTURAL SHEATHING <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 2'-0" O.C. MAX. <br />TRUSS ANCHOR <br />SEE CONN. CHART <br />BOND BEAM PER PLA <br />FASCIA 2x SHTG. <br />SEE ARCH. BLOCKING <br />DRAWINGS <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 />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 T' 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 VERT1CAL <br />MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID <br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF <br />JP�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 />MASONRY TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSONH2.5A OR ONE USP RT5 CONNECTOR. <br />_j <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 />R096 UTCH HIP GABLE TRUSS BRACING DETAIL <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 />R08B VALL BRACING AT BEARING WALL <br />PRE-ENGINEERED ROOF <br />TRUSSES ® MAX. 24" O.C. <br />1x4 FURRING AT <br />SHEATHING PER ARCH MAX. 16° O.C. w/ <br />INSTALLED PER MANUF. (3)10d AT EA TRUSS <br />sot EXTERIOR CEILING FURRING <br />SCALE: N.T.S. <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 />12-13-2019 <br />DATE t11{II !!! ! <br />t <br />r <br />O _ <br />�Q STAT <br />IVAL <br />L2 <br />0 <br />CV <br />0 <br />U <br />O <br />0 <br />M <br />co <br />r—I <br />00 <br />c� <br />0 <br />.o <br />o0 <br />^� <br />v� <br />03 <br />.O <br />� <br />0 <br />bA <br />4cn <br />1N= <br />*PulteGrour <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 /08 /2019 <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hanover <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S4.1 <br />