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1■I IiYdl U �>s��M�� CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING DETAIL AT RAISE SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS 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). BOND BEAM PER PLAN SHEATHING PER PLAN ROOF TRUSS ON MASONRY R01 NIS STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN SHEATHING ANDAND SCHEDULE PER PLAN R08B WALL BRACING AT BEARING WALL "X" = 10% "X" = 10% HOUSE WIDTH � ® HOUSE WIDTH t"'i ` 7rol x 0 0 3 2 -:/RIDGE X RIDGE 0 GABLE END GABLE END BOSTON HIP X n GABLE X 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d 0 EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS — OR — PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 2x4 BLOCKING AT 2'-0" O.C. w/ (2) 12d TOE NAILS EDIMENT BLOCKING @ GABLE EACH END TO TRUSS _ SHEATHING PER PLAN VALLEY SET TRUSSES AT 24' O.C. BOND BEAM PER ROOF SHEATHING VALLEY SET TRUSSES VALLEY SET TRUSSES PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' PER PLAN AT 24" O.C. AT 24' O.C. MAX. GAP FROM TOP OF MIN. 9" LONG 20 GA. ROOF SHEATHING ROOF SHEATHING 8' CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING FLAT STRAP w/ (8) 10d PER PLAN PER PLAN FOR VERT. REINF. SHEATHING PER —OR— SHEATHING PER _OR_ SHEATHING PER RO7 WALL BRACING AT NON -BEARING EXTERIOR WALL PLAN. PLAN4777�. PLAN. N65 �T - - -• - - - .- : T - - : - - - l 20 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. ona VALLEY SET OVER FRAME Ilvv I= PRE-ENGINEERED ROOF TRUSSES 0 MAX. 2e 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 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 ---- - - -- "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS SCALE. N.T.S. 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 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. O APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "r 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 "X" = 10% OF AT 6' O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 4 x 10" HOUSE WIDTH a STRUCTURAL SHEATHING CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. WASHERS AND 7' EMBEDMENT. SEE PLAN FOR ATTACHMENT _--- 7 ,< NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF 016" O.C. ( Q2 MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER TRUSS w/ 12d's AT 4 O.C. PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE 1 CONT. 20 PLAN AND DETAIL. C O \ 2x4 NAILED FLAT TO TOP OF BRACEZ.> ''2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GU0 TOP STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOW RIDGE } \ I SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACE FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER FIELD NAILING / BRACE SPLICE SHOWN1 I PER PLAN 2x4 BLOCKING AT 48" 0 C - HIP ROOF SHEATHING SHINGLE: 7/16' SPAN RATED PLYWOOD OR OSB TILE. 15/32" SPAN RATED PLYWOOD OR OSB --J METAL: 15/32' SPAN RATED PLYWOOD w/24 GA. 19/32" SPAN RATED PLYWOOD w/26 GA. NAILS 8d RING SHANK 0.113" x 2-3/8" ROOF FASTENING ZONES 3 1 _ 2 OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X" 6" O.C. "X" PANEL EDGES @ SUPPORTS (1) 6" O.C. 4" O.C. PANEL FIELD 1 6_" O.C. 6" O.C. 6" O.C. NOTES: 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 R44 ROOF SHEATHING ATTACHMENT DIAGRAM i I.S 19 \ 3 TRUSS BAYS 2x6 NAILED 0 BOTTOM WOOD FRAMING PER PLAN GABLE END DIAGONAL BRACE_ TYPICAL- SPLICE R09 "GABLE END TRUSS 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 SHEATHING PER 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM Bd 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'-0' USE 20 '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 'L' BACK -EXTEND 6' PAST LOWER ROOF SHEATHING R09C PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE (8) 10d NAILS EACH `. �2z4 PURUN 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. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT FROM GABLE TRUSS. OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TOP CHORD w/ (2)-16d NAILS AT 24' O.C. SIDE OF BLOCKING. CONT. 20 w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-O" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR 3 SEE CONN. CHART 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L' BACK. BOND BEAM PER PLA 2. AT VERTICALS OVER 6'-6' TO 8'-4" USE (2) 20 V BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). FASCIA 2x SHTG. 3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 20 SEE ARCH. BLOCKING "L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS DRAWINGS • ° 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 CMU 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 I THE REMAINDER AT 48" O.C. DIAGONALS OVER 8'-O" MUST HAVE AN ADDITIONAL "T' BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6' O.C.. 'r BRACE LENGTH TO BE THE DIAGONAL'S LENGTH MINUS 12' FROM EACH END. TRUSS ANCOR SEE CONN.CHART 1 A 1 �1 n r1 FRAMING PER PLAN CR09B UTCH HIP GABLE TRUSS BRACING DETAIL BOSTON HIP 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 AVE (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. SR13 MISSED TRUSS_ STRAP REPAIR (TYPICAL CMU WALL CONNECTION) ````,�Ilillrr 00o Fieldstone �,�p lAI C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 • 860 r (248) 622-4035 •' E BENJAMIN NIESE P.E.#86025 ❑ THOMAS A. WEBER, PE Q O P.E.# 73242 FLORIDA 08-03-2020 '/��//�j��QNAL �►�G``` DATE SIGNED 0 0 N a 0 U EE cn e—� 44 oO M 0 U) �po � O A c3 vCN Q) U ,� •O plc� P--4 tt 0 bb •2 >� 0 N 0 *PultoGroup- PRODUCT MANAGER RELEASE O XX PROJECT TYPE Sin le Famil SPECIFICATION LEVEL Mte PLAN NAME LADYMGDAR NPC CHILD NUMBER 2810.500 mom SHEET S4.1