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a GnQ erreruAA�l lr STRUCTURAL SHEATHING, SEE PLAN AND DETAILS PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX. -OR- 2x BLOCKING AT SHEATHING EDGES W/ 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS W/ (3)10d NAILS, 24.O.C. CONTINUOUS STRUCTURAL CENTER MAIL SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHIN( SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAII TYPICAL TRUSS ANCHOR PER PLAN DETAILATTRUSS HEEL > 9114' TYPICAL 1,,,,,„, ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 240 O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS w/ HEEL < 91141 ol ROOF TRUSS�ONASONRY STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN SHEATHING AND SCHEDULE PER PLAN R08B WALL BRACING AT BEARING WALL eX" = 10% HOUSE WIDTH —� x - OD 0 7r x RIDGE X GABLE END BOSTON HIP "X" = 10% HOUSE WIDTH x x — x RIDGE �/ GABLE END 9e Name- RWM-010 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS — OR — PER PLAN 2x4 BETWEEN EA. OUTLOOKER wA2) 10d TOENAILS IEDIMENT BLOCKING @ GABLE s VALLEY SET TRUSSES AT 24" O.C. SHEATHING PER PLAN. GABLE TRUSS PER PLAN ROOF SHEATHING VALLEY SET TRUSSES PER PLAN AT 24" O.C. MIN. 9" LONG 20 GA. ROOF SHEATHING FLAT STRAP w/ (8) 10df777 PER PLAN SHEATHING PER SHEATHING PER PLAN —OR— PLAN. —OR- ` _ _ 2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. any (VALLEY SET OVER FRAME 1 1 V V I" PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. STRUCTURAL SHEATHING PER PLAN 2x4 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. 20 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6' 6" USE ONE 20 "L" BACK. SHEATHING PER ARCH 10 FURRING AT INSTALLED PER MANUF, MAX. 16" O.C. w/ 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 "L" (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). S01 EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 11-1�j SCALE: N.T.S. "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE ATT T E D GON A GABLE x, "X" = 10% OF HOUSE WIDTH —� u C� RIDGE 0 ACH H IA AL T MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO 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. VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. -T---------- T--,---- - 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 4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 z/z ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. 0 APPROX. 45-DEG ANGLE, O SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T"' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT x NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF 016" O.C. e MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER TRUSS w/ 12d's AT 4 O.C. DI AM C/1D DAVCD DC A11 AT %1A111 TCD nnKIRMAKI CCC 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 QSB 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 L5: 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 ROOF SHEATHING ATTACHMENT DIAGRAM 1 L!\I\. I V11 1\!ll\LV ULlll\I Ill YIIVLiLV VVI\UI IIVI\, JLL / CONT. 2x4 PLAN AND DETAIL. \ 20 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN STRUCTURAL TOP SHEATHING SEE PLAN NAILS @ 8" O.C. BUTT JOINT ALLOWED FOR ATTACHMENT (48" MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING BRACE SPLICE SHOWN PER PLAN 2 4 BLOCKING AT 48" 0 C - \ 3xTRUSS BAYS 2x6 NAILED 0 BOTTOM FRAMING WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 GABLE�ENDTRUSS BRACING DETAIL GABLE END 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 ►1;I�l:l1l[eTJIT;T 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 4'4 USE 2x4 "L" BACK, IF LENGTH IS GREATER THEN 4'4 USE (2) 20 "L" BACKS. NAIL "L" BACKS w/12d 012"0.C.(NOTCHED 0 TOP w/2-12d TOENAILS "I BACK -EXTEND 6" PAST LOWER ROOF SHEATHING R09C PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE (8) 10d NAILS EACH ' CTURAL (THING SEE PLAN ATTACHMENT ENGINEERED SES AT 24" O.C. 2x4 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX. GAP FROM TOP OF 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT. REINF. WALL BRACING AT NON -BEARING EXTERIOR WALL R07 2x4 PURLIN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL 0 8" O.C. STRUCTURAL SHEATHING PER PLAN 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. 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN, CHART BOND BEAM PER PLAN--� \ FASCIA SEE ARCH. DRAWINGS 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. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). �2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CMU WALL OR LINTEL, SHEATHING PER J SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. — 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE "L" BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND THE REMAINDER AT 48" O.C. DIAGONALS OVER 8'-0" MUST HAVE AN ADDITIONAL "T" BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6" O.C.. "T" BRACE LENGTH TO BE THE DIAGONAL'S LENGTH MINUS 12" FROM EACH END. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN R09B DUTCH HIP WALE TRU�SBRACING D��jtlL B 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 HTSM16 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 Ibs. 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. R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) 132.11*2 Mal'.�. � I " r r y w 11112 r r ffi y.7��I�■jIIIIILm ® • r E II ® r IE r C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/9/21 DATE 0 $TWITS f1��f1I1I11�t4 O O t / rq •I"•+ 00 c VJ � 00 11, n� F--I � %-1 O � Cr u lei m c� W � Q bb aUO s N a�� tPulte" up- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte