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CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS DETAIL AT RAISED HEEL 2x BLOCKING AT SHEATHING EDGES NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). Vr— I SHEATHING PER PLAN BOND BEAM PER PLAN R01 ROOF TRUSS ON MASONRY Zx MMe STRUCTURAL SHEATHING CONTINUOUS AT TRUSS HEEL, w/ SHEATHING EDGE NAILING REQUIRED. FRAMING PER PLAN WHEN 9-1/4' < "D" < 15-1/4": SOLID 2x BLOCKING BETWEEN Z TRUSSES ATTACHED TO TOP PLATES w/ 8d NAILS ® 6' O.C. ,� z ALONG LENGTH OF BRACED N WALL PANELS a 2x BLOCKING BETWEEN TRUSSES w/ (3) 8d INTO SUPPORT 0 EA END TO ADJACENT TRUSS OR TO TOP PLATES IR SHEATHING PER PLAN TRUSS SCREW THRU LOCATION OF BRACING AT TOP PLATES TO TRUSS VAULTED TRUSS. DETAIL AT RAISED HEEL TRUSS SCREW O O NOTE: PER PLAN VCONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). FRAMING PER PLAN 0 TRUSS SCREW THRU TOP PLATES TO TRUSS @2 TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL (:R02 ROOF TRUSS ON FRAME SHEATHING SEE PLAN FOR ATTACHMENT STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT PRE ENGINEERED OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TRUSSES AT 24" O.C. TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2z4 w/ (2) 12d NAILS 2x4 BLOCKING AT 2' -0" O.C. w/ (2) 12d TOE NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L' BACK. EACH END TO TRUSS 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). BOND BEAM PER SSHEH SHEATHING PER PLAN PLAN AND SCHEDULE AAT BLOCKING w/1/4° 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "L' MAX. GAP FROM TOP OF BACK AND AN ADDITIONAL DIAGONAL BRACE IS 8" CMU WALL. SEE PLAN WALL TO BFRT. OF BLOCKING REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL FOR VERT. REINF. MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID WALL BRACING AT NON -BEARING EXTERIOR WALL HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO R07 U.S. THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. STRUCTURAL 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d 0 EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA -SHEATHING _ OR PER PLAN. -GABLE TRUSS PER PLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS _ EDIMENT BLOCKING @ GABLE -VALLEY SET TRUSSES AT 24" O.C. -ROOF SHEATHING PER PLAN -MIN. 9' LONG 20 GA. FLAT STRAP w/ (8) 10d -SHEATHING PER _ OR - PLAN. 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. Qnr,1VALLEY SET OVER FRAME I IVV /an PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. SHEATHING PER PLAN. GABLE TRUSS PER PLAN SHEATHING PER ARCH 10 FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ (3)10d AT EA TRUSS sot EXTERIOR CEILING FURRING SCALE: N.T.S. i—VALLEY SET TRUSSES VALLEY SET TRUSSES AT 24' O.C. AT 24" O.C. ,,--ROOF SHEATHING ROOF SHEATHING PER PLAN PER PLAN SHEATHING PER SHEATHING PER PLAN. -OR- PLAN. --- - - -,- -- _- -,- - -- - 1 SDWC15600 TRUSS SCREW `-2x4 PURLIN 0 EA VALLEY () TRUSS. NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL 0 8° O.C. 20 BLOCKING AT DIAGONALS ONLY. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH ATTACH AT EACH END w/ (2) 12d END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING TOENAILS. NAIL SHEATHING TO AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK STRUCTURAL SHEATHING PER PLAN BLOCKING AT 6' O.C. w/ MINIMUM FROM GABLE TRUSS. 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24" O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. CONT. 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO PRE-ENGINEERED WOOD BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 TRUSSES AT 2'-0' O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 STRUCTURAL SHEATHING. O.C. D APPROX. 45-DEG ANGLE. O TRUSS ANCHOR 3 SEE CONN. CHART 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T' LAP 2x4 "L" BACK. NAILED w 2) ROWS 10d GUN NAILS 0 8O.C. / ( ' BOND BEAM PER PLA (2) SIMPSON A23 w/ (8) 10d z 1-1/2" 2. AT VERTICALS OVER 6'-6° TO 8'-4' °L° USE (2) 2x4 BACKS (1 EA. SIDE) (OR (ONE ON EACH SIDE OF BRACE TO TOP PLATE). 2 SHTG FRAME PER CASE 3 BELOW) SHEATHING PER PLAN SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN PRE ENGINEERED AT 6' O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10" TRUSSES AT 24" O.C. CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. TRUSS ANCHOR STRUCTURAL SHEATHING WASHERS AND 7" EMBEDMENT. PER PLAN SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w/ 12d's AT 4' O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED rMf)i,nn l (zGF PI AN AAIn nua I BOND BEAM PER PLAN J91191 AND SCHEDULE SHEATHING AM PER PLAN ROSB WALL�BRA�CIN�GA�EAR�ING�LL (8) 10d NAILS EACH ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL (4) 1/4" 0 c 2-1/4` MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSMt6 CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. ED TRUSS STRAP REPAIR CR 13) Y- '- —'(TYPICAL CMU WALL CONNECTION) / CONT. 2x4 \ 20 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN,' PER PLAN \ 2x4 BLOCKING AT 48" O.C. \ / 3 TRUSS BAYS FRAMING 2x6 NAILED ®BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END TRUSS BRACING DETAIL GABLE END —FASCIA x SEE ARCH. BLOCKING DRAWINGS 3. AT VERTICALS OVER 8'-4" TO 13'-0" 8" CMU WALL OR USE ONE 2x4 "L" BACK AND AN LINTEL, SEE PLAN SHEATHING PER JADDITIONAL DIAGONAL BRACE IS REQUIRED FOR REINFORCEMENT PLAN AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH MASONRY 2x4 DIAGONAL BRACING w(5) THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ \ COMMON NAILS TO BLOCKING G ANDD "L" 2d's AT EACH END. ADDITION TO (hIE 1SECOND TO THE BACK. UNLESS NOTED DIAGONAL, ANSTRONGBACK IS OTHERWISE ON PLANS, PROVIDE ALSO REQUIRED AT THESE VERTICALS AND ONE BRACE AT THE PEAK AND THE MUST BE ATTACHED TO EACH "L" BACK REMAINDER AT 48" O.C. DIAGONALS WITH (2) 12d's AND ONE SIMPSON H2.5A OVER 8'-0" MUST HAVE AN OR ONE LISP RT5 CONNECTOR. TRUSS ANCHOR ADDITIONAL "T" BRACE ATTACHED SEE CONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL "L" BACKS AND FRAMING PER PLAN AT 6' O.C.. "T" BRACE LENGTH TO STRONGBACKS w/ 12d's AT 6" O.C. NOTCH BE THE DIAGONAL'S LENGTH MINUS "L° BACKS AT TOP AND BOTTOM. 12" FROM EACH END. WOOD �y�CH�Hjp�GAB�LE�TRU�SS�BRA�CN�GDE�TA�IL R09B "X" = 10% HOUSE WIDTH — O O RIDGE 0 GABLE END BOSTON HIP "X" = 10% OO HOUSE WIDTH xol x O O 3 O x — 2 x RIDGE �/ GABLE END ® GABLE dj "X" = 10% OF HOUSE WIDTH 3 Oj 0 Z7� Y CAI RIDGE-' ' HIP X ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16" SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113" x 2-3/8" 1 2 3 OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X" "X" TILE: 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES ®SUPPORTS (1) 6" O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" O.C. 6" O.C. 6" O.C. METAL: 15/32" SPAN RATED PLYWOOD w/24 GA. 19/32" SPAN RATED PLYWOOD w/26 GA. NU I Lb: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE R11 ROOF SHEATHING ATTACHMENT DIAGRAM 10.51 20 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x6 w/ (2) 12d NAILS � STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0" BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32' MAX. SPACING -- IF LENGTH IS LESS THAN 4'-O' USE 20 'L' BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 20 "L' BACKS. NAIL "L' BACKS w/12d 012'0.C.(NOTCHED 0 TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLANJ PARTIAL GABLE END TRUSS DETAIL RO,7C Im PARTIAL GABLE C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12/15/20 DATE``��if .8602 i E OF 4(j L-1 O O M v °O O 00000 QON ON v a� cn U en r—i 1 d4f M r O cz co N r� *Pu Ite in N v o_ 0 1 r� M l� M co w �fl vn C N 4-A Q I� as O � W o Q "3C 0 8 Fj1 O PRODUCT MANAGER RELEASE DATE: XX XX xxxx LIEAV DAIAESOW li PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHI'M NU ER 2811.500 SHEET S4.1