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STRUCTURAL SHEATHING, SEE PLAN AND
<br />DETAILS FOR ATTACHMENT
<br />11/7 PRE-ENGINEERED
<br />WOOD TRUSSES
<br />AT 24' O.C. MAX.
<br />-OR-
<br />2x BLOCKING AT 2x RIBBON BOARD
<br />SHEATHING EDGES w/ (3) ATTACHED TO TRUSS
<br />Bd NAILS INTO TRUSS w/ (3) tOd NAILS, 24'
<br />CONTINUOUS O.C. CENTER MAX.
<br />STRUCTURAL SHEATHING SPACING
<br />NAIL PER TYPICAL CONTINUOUS STRUCTURAL
<br />SHEATHING DECAL SHEATHING NAIL PER
<br />TYPICAL SHEATHING DETAIL
<br />TYPICAL TRUSS
<br />ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 9 1µ• TYPICAL TRUSS
<br />ANCHOR PER PLAN
<br />NOTE:
<br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR
<br />SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS)
<br />STRUCTURAL SHEATHING, SEE
<br />PLAN AND DETAILS FOR
<br />ATTACHMENT
<br />PRE-ENGINEERED WOOD
<br />TRUSSES AT 24' O.C. MAX.
<br />TRUSS ANCHOR
<br />PER PLAN
<br />%rm
<br />FASCIA, (SEE ARCH DWGS)BONDBEAM
<br />PER PLANDETAIL AT TYPICALTRUSS
<br />w/ HEEL < 91/4-
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<br />RW W-020
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<br />221/2° 221/2'
<br />OPTIMAL OPTIMAL
<br />A�-5
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<br />T m 0) IDOVEPHANG OVERHANGOVERHANG OVERHANG
<br />PER PLAN PER PLAN PER PLAN PER PLAN
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<br />RD3 R TO DWU MP MTE JMEW WNNEC MN 11101/2023
<br />RW W-030
<br />CONTINUOUS CONT. 2X4 (MIN) w/ STRUCTURAL
<br />STRUCTURAL (2) 1 Od NAILS SHEATHING PER PLAN
<br />SHEATHING, SEE
<br />PLAN FOR 2X4 OUTRIGGER AT 24- O.C. REQ'D ,
<br />ATTACHMENT OVERHANGS GREATER THIN 15'.
<br />1 Od TOENAILS @ AT
<br />TO GABLE DROPPED TOP CHORD OUTRIGGER TO
<br />8' O.C. TRUSS TO (2) A35 @ EA. w/ T1P TRUSS CONNECTOR PER PUN TRUSS w/ (3)10d
<br />HORIZONTAL BRACE, TOENAILS
<br />TOP PLATE ONE EA. SIDE
<br />WALL FRAMING ALONG TOP PLATE STRUCTURAL DROPPED TOP GABLE WI OUTRIGGERS
<br />PER PLAN SHEATHING PER PLAN
<br />WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) w/ REQ'D AT 170 MPH OR GREATER
<br />EDGE NAILING SHEATHING EDGE (2) 10d NAILS
<br />IN LIEU OF BLOCKING AND w'/ 121 ,Od @ RA
<br />EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT
<br />WITHIN THE GABLE, IT IS TRUSS WEB 24. O.C. REO'D AT BLOCKING AS REWIRED
<br />ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15'. FOR BRACING BY TRUSS
<br />'EDGE NAIL SPACING TO CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER. PERMANENT TRUSS
<br />AS SHOWN) CHORD w/ (2) 16d NAILS
<br />BOTTOM CHORD OF TRUSS ( BRACING PER TRUSS
<br />TO TRANSFER LOAD. AT 1 e• O.C.
<br />2X, BLOCKING @ SEE REQUIRED MANUFACTURER @ 1O-0'
<br />TOE -NAIL GABLE TRUSS w/
<br />SHEATHING EDGE w/ VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING.
<br />EDGE NAILING (2) 1 Od @ EA. END NOTED IN THE MANUFACTURER (WITH BLOCKINGADDITIONAL
<br />FLAT 2X4
<br />SHEATHING TO ADJACENT STUD FRAMING SHEET A -A A -A (i.e. BSCI REQMTS) EXTENDING A MIN. OF (3)
<br />SPLICED SHEAT1Mq TRUSS NOTES TRUSS BAYS PLACED
<br />BETWEEN PERMANENT
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<br />SEE PLAN FOR FRAMING TO
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<br />SHEATHING ATTACHMENT DIAGRAM - pmFEDFwrxmg 11/01/2023 MISSEDTW $TRAP REPAIR 11/01/2023
<br />11101/2023
<br />RWG-1R1310 NOTTO SCALE RWM-130
<br />ORO Fieldstone
<br />C.O.A.# ARCHITECURE:
<br />AA26002802
<br />C.O.E.# ENGINEERING:G
<br />29349
<br />O IBRAHEM ELAYEB, PE
<br />P.E.# 91476
<br />■ BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />05/15/2024
<br />DATE
<br />Ii1,1111111/l//
<br />\ G_
<br />No.860 _
<br />.,Q STATE OF
<br />FXORIDP' •" X CG �\
<br />11111
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<br />Michigan
<br />3400 Auburn Rd
<br />Suite 200
<br />Auburn Hills, MI 48326
<br />+ 1 248.622.4035
<br />Florida
<br />12906 Tampa Oaks Blvd.
<br />Suite 150
<br />Tampa, FL 33637
<br />+1 813.466.3310
<br />www. li eldstorleae. com
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<br />DRAWN BY: FAE
<br />VERSION: 5.0
<br />SHEET NAME
<br />DETAILS -
<br />ROOF
<br />SHEET #
<br />S4.1
<br />
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