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CONTINUOUS STRUCTURAL 7A], TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING DETAIL AT RAISED HEEL SEE PLAN AND DETAILS FOR ATTACHMENT PRE—ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN /_. FASCIA SEE ARCH. DRAWINGS BOND BEAM PER PLAN 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). THING PER PLAN on, PROOF TRUSS ON MASONRY STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN R08B WALL BRACING A�B� ING WALL 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS _ OR — 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 PLAN. —OR— UNDER TRUSS TRUSS CHORDS ,CH END. cma VALLEY SET OVER FRAME Ilvv tLM PRE—ENGINEERED ROOF TRUSSES • MAX. 24" 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. 20 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6° TO 6'-6" USE ONE 2x4 "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) 2x4 "L" (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). ('Sol_ EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'4 TO 13'-0" USE ONE 2x4 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 ATTACH THE DIAGONAL AT MID °X" = 10% "X" = 10% HOUSE WIDTH � ® HOUSE WIDTH ti-_'t x01 x 0 0 3 x RIDGE X RIDGE GABLE END ,< GABLE END x BOSTON HIP X I T GABLE X 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. 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 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45—DEG ANGLE. O SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS • 8" O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" __jj--____(ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's L— SHEATHING PER PLAN "X" = 10% OF AT 6" O.C. NOTCH "L° BACKS AT TOP AND BOTTOM. HOUSE WIDTH PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" 3 rmu ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2%2" PL. STRUCTURAL SHEATHING WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT 7 x NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF ®16" O.C. 0 (2) TRUSS BOND BEAM, LINTEL BEAM OR RAKED BEAM PER CONT. 2x4 z TRUSS w/ 12d s AT 4 O.C. PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL. Oj I x",2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS , \ BRACE) NAILED TO DIAG. w/ 10d GUN ® TOP RIDGE STRUCTURAL NAILS ®8" O.C. BUTT JOINT ALLOWED O \ I SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED �I X FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN PER PLAN 2 4 BLOCKING A 48" O C lw 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 LJ: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. J. 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 01 3 Q 0 U) co co 0 CV 0 N L N W 0 a \ x T ..— \ / 3 TRUSS BAYS FRAMING 2x6 NAILED ® BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09GABLE END TRUSS BRACING DETAIL GABLE END 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT (8) 10d NAILS EACH OVERHANGS GREATER THAN 12". ATTACH TO TRUSS EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TOP CHORD w/ (2)-16d NAILS AT 24" O.C. TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. CONT. 2x6 w/ (2) 12d NAILS BLOCK 8'-0" BACK FROM GABLE TRUSS. rNAILS20 IAGONAL EA. E4ND 0 312" MAX. SPACI5) 12d NG STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. — TRUSS MEMBER OR TRUSS WEB. IF LENGTH IS LESS THAN 4'-0' USE 20 "L" BACK, IF LENGTH IS GREATER THEN 4'-O" USE (2) 20 "L" 2x LEDGER w/2-10d 0 EA. BACKS. NAIL "L" BACKS w/12d 012"O.C.(NOTCHED CROSSING TRUSS MEMBER • TOP w/2-12d TOENAILS FOR ROOF SHEATHING NAILING "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLANJ PARTIAL GABLE END TRUSS DETAIL R 0 9 C u+ PARTIAL GABLE SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER —OR— PLAN. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 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. 20 w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE—ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLA FASCIA 2x SHTG. SEE ARCH. BLOCKING DRAWINGS ^1L Al 1 19:IIIwill IamII IAl AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. ----,----,—_--,-------- SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 20 BLOCKING AT 2'-0" — O.C. w/ (2) 12d TOE NAILS 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. R07WAL�LB RACING AT NON-BEARIN�GE XTERIO�RW ALL 2x4 PURLN • EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL ® 8" O.C. 20 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. 1, AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "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). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 20 "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 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. — 20 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 UTCH HIP GABLE TRUSS BRACING DETAIL BOSTON HIP ENGINEERED WOOD ROOF TRUSS AT 2e O.C. MAX. CMU WALL (4) 1/4" 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS 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. R13 MISSED TRUSS STRAP REPAIR IML (TYPICAL CMU WALL CONNECTION) `��111111t � 00o Fieldstone C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 O. (246) 622-4035 M BENJAMIN NIESE P.E.# 86025 ❑ THOMAS A. WEBER, PE P.E.# 73242 Q OF fit(. .�CORtDp •' �� '��f/Sjsf17NAL FLORIDA 06-29-2020 //II DATE SIGNED 11111�,` voo o� r—+ 00 o 0 VJ O 00 �-1 Q U—) v� U d� M c3 •� '4 .O r--� � r--4 w 0 bIJ N � slow— ulte PRODUCT MANAGER RELEASE DATE: 03-27-2020 PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME CEDAR NPC CHILD NUMBER 2810.500 SHEET S4.1