2240 W OCEANWALK DR RES18-0173WESIGN CRITERIA:
Design Code: ASCE7-10; FBC 2017R Current Edition.
Location: NOT IN WIND—BORNE DEBRIS AREA
Wind. Load =130 MPH
Exposure CM Wind North/South
Risk Factor = 11
Enclosed Building
Internal Pressure Coef. =+/-0.1.8
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JOB INFORMATION:
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FRAMING PLAN---------------------- _-------- S-1
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REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY: _0�_ DATE: (:L
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DESIGN
FOUNDATION FTG
FRAMING PLAN---------------------- _-------- S-1
0 F F I E u" 0 P Y
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY: _0�_ DATE: (:L
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BEARING WALLS
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THESE STRUCTURAL SHEETS ARE TO BE WORKED WITH THE DESIGN PLANS
AND TRUSS ENGINEERING BY OTHERS & PROVIDED WITH THESE DRAWINGS.
SEE DESIGN PLANS FOR ALL DEMENSIONS, CONTRACTOR IS TO VERIFY ALL
DIMENSIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCY AS SOON AS POSSIBLE.
ALL PLANS, DETAILS, AND NOTES ON THIS DRAWING IS
PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR
OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF
BRACKETT AND ASSOCIATES, INC. OR CHARLES T. BRACKETT
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DENOTES A 7/16" OSB SHEAR WALL & LENGTH #'—#" Sws
DENOTES SHEAR WALL 8d COM. NAILING @ f
f ON EDGE AND. @ f IN FIELD
DENOTES WINDOW AND DOOR OPENINGS
DENOTES CONVENTIONAL FRAM!NG ------------
-----------
ALLTHREAD RODS (ATR) 307 STEEL RODS
DENOTES ATR OR STUBBIE SPACING (FEET) < 6' O.C. X
WHERE SPACING IS NOT SHOWN USE ATR @ 6' MAX.
DENOTES ONLY SHOWN IN SPECIFIC LOCATIONS
DENOTES 3/8"0 (ATR)ALLTHREAD LOCATION •
W/2x2x1/8" WASHER & 6" EMBEDMENT
DENOTES 1/2"0 (ATR)ALLTHREAD LOCATION 0
W/3x3x1/8" WASHER & 6" EMBEDMENT IN MONO.
AND 12" IN CMU
DENOTES 5/8"0 (ATR)ALL.TH READ LOCATION
W/3x3x1/4" WASHER & 9--1/2" EMBEDMENT IN
MONO. AND 15" IN CMU
DENOTES STUBBIE: 1/2"0 X 6" EPDXIED ATR
W/NUT & CUT WASHER.
(1) ATR CAN SUBSTITUTE FOR (1) STUBBIE
DENOTES FOR A FRAME OPENING HEADER SCHEDULE
DENOTES (2) 2X ? W/ = HEADER W/1/2" FLITCH (2) 2X? #/#
DENOTES NO. OF JACKS & KINGS EA.SIDE IILc_.ADER #/#
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DENOTES END ZONE FOR WIND PRESSURE �j I
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12'
CONVENTIONAL FRAMING (UNO)
USE #2 SYP
ROOF:
RIDGE: = USE 2X10
VALLEYS: = USE 2X8
RAFTERS: USE 2 X 6 @ 24" O.C.
CLIP END OF RAFTER W(USP)
(1) H2.5T W/10-8d's MIN.
FLOOR JOIST: USE 2 X 8 @ 24" O.C.
FOR SPANS LESS THAN 8'
CEILING JOIST: USE 2 X 6 @ 24" O.C.
WEB MEMBERS: USE 2 X 4 @ 1/4 PTS
USE TO ATTACH RAFTER TO
RIDGE/HIP/VALLEY W/ 0.131x3" TOENAILS
AS W/FOLLOWING NUMBER OF NAILS.
2X6—(5) 2X1 0—(9)
2X8—(7) 2X12—(11)
ALL FRAMING LUMBER TO BE AS FOLLOWS (UNO)
WALLS: #2 SPF
WALL PLATES: #2 SYP
WALL HEADERS: #2 SYP
RAFTERS /J[j IST: #2 SYP
HEADER ATTACHMENT
0-6' USE (4) 0,131x3' NAILS
6-12' USE (6) 0,131x3' NAILS
12-16' USE (2) A34'S
JACKS/KING/STUD COLUMNS
NAIL EA. PLY W/0,131x3-1/2'
COM. OR BOX NAILS @ 6" Of,
STAGGERED
HEADERS UNO
NAIL EA, PLY
Y W/0.131x3-1/2'
COM, OR BOX NAILS @ O.C,
ALLTHREAD ANCHORS ARE EMBEDED IN EPDXY
THAT COATS RODS Btu -LOW THE TOP OF' SHOE P,T,
PLATE TO PREVENT LOSS WHEN TREATMENTS OTHER
THAN BORATE IS USED IN PRESSURE TREATM NT,
IF ACQ TREATMENT IS USED ON SILL PLATE
ALL NAILING INTO SILL PLATE SHALL REQUIRIE
HOT—DIPPED GALVANIZED NAILS MEETING ASTM
A 153 SPEC [FICATIOINS IF BORATE TREATMEN_
IS USED GALVANIZING IS NOT REQUIRED
ALL PLANS, DETAILS, AND NOTES ON THESE DRAWINGS ARE
PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR
OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF
BRACKETT AND ASSOCIATES, INC. OR CHARLES T. BRACKETT
THESE STRUCTURAL SHEETS ARE TO BE WORKED WITH THE DESIGN PLANS
AND TRUSS ENGINEERING BY OTHERS & PROVIDED WITH THESE DRAWINGS. SEE
DESIGN PLANS FOR ALL DIMENSIONS, CONTRACTOR IS TO VERIFY ALL DIMENSIONS
AND NOTIFY THE ENGINEER OF ANY DISCREPANCY AS SOON AS POSSIBLE,
SEE 'S-2" FOR FRAMING DETAILS AND DESIGN SPECIFICATIONS,
SEE 'S-3" FOR TRUSS TO TOP PLATE UPLIFT CONNECTORS,
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EXISTING FRAMING
1/4.'.:::l"
PROPOSED FRAMING
1/4'=1'
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