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Customer Name: i SHOP DRAWING APPROVAL
Project Name/Plan#: THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF
Polson Northwest Canterbury Carriage AB-A1 B11/1C WEST
TRUSSESANDVOIDSALLPREVIOUSARCHITECTURALOR
BUILDING MATERIALS OTHER TRUSS LAYOUTS REVIEW AND APPROVAL OF THIS
Customer
Polygon
ss: } c+ Site Contact: Site Address: LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL
1 09 E `� S — BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST
Site
TRUSS DIVISION CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.
Vancouver, WA IPitchPhone# Overhang: Tigard, OR (,/
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Office Phone:
(360) 695-7700 1512 24" 11/28/05 1511202 pole Rd. Approved Date:
20285 S.W. Ci
Office Fax: PP Y
g tch: iLoadinWall Size/Plate Size. KFn By: Sherwood, Or. 97140
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\_ 360) 221-1920 Flat42#g25,7,0,10 2x6 Phone#: (503) 925-8787
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TRUSS SPACING: 24" O.C. - TYPICAL •
LEGEND ,i , .��I ❑ z 0
THE ARCHITECT SHALL NOT BE RESPONSIBLE a
FB FLUSH BEAM FOR CONSTRUCTION MEANS, METHODS, , r i{ I
11 o a 4 ID , U a /�nn
NOR HEADER ROOF TR055E5 TECHNIQUES OPROCEDURES, OR FOR THE An V
17 SAFETY PRECAUTIONS AND PROGRAMS IN � ,✓ � }
GLB au-LAMINATED BEAM CONNECTION WITH THE WORK,AND IS NOT 0
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STICK FRAMING RESPONSIBLE FOR THE FAILURE OF ANY ,� 11! �.1 '�{; + � - _� U
GT GIRDER TRUSS CONTRACTOR OR SUBCONTRACTOR TO £'
CARRY UTHE WORK IN ACCORDANCE WITH �O T^`
SF STRUCTURAL FASCIA 1 OVER-FRAMING THE VARIOUS CONTRACT DOCUMENTS AND/OR IIcip
t SEE NOTES BELOW GOVERNING JURISDICTIONS, REGARDLESS
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ALL BEAMS,HEADERS, GIRDER TRUSSES HIP TRUSSES AND HIP ,\ OF WHAT 15 SHOWN ON THIS DRAWING.
i. MASTERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS .] ATTIC ACCESS PANEL JOB No.
NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS �'-'I
GREATER THAN 6" WIDE AND 2 BUNDLED STUDS UNDER BEAMS ��4 BUNDLED STUDS AND QUANTITY 04-34
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7 LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS TOGETHER
WITH(2) 16d AT 12"O.C. TYPICAL. -# FALL ARREST BRACKET
SHEET REFERENCE14171821 � �
`. ROOF SHEATHING SHALL BE 7/16-OSB STRUCTURAL #2 BuidngFound No. 1 2 3 4 5 6 =7 F8 9 b = 72 13 15 16 =9 F9 19 20 =2 22 23 24 25 F7 27 28 29 30 31 =2
F WITH PANEL SPAN RATING(24/0)E5PLYOR OU° ASR FIR PLY #2 Foundation Plan Ft =1 S =1 1 =1 F T °17 °7 -7 F9 ?19 F21 F23 16 _9 F9 F11 °27 '21 F21 F21 ?21 F21 F7 PL °15 Fi7 F27 °25 =27
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INTERIOR PA WITH EN RANI GLUE 5 DOUGLAS FIR PLYWOOD ONLY L OTHER OPEN REQUIRED BEAMS AND HEADERS ARE SHOWN. F kmjng F2 F2 =2 =2_ _2 -2 _ O
WITH PANEL SPAN RATING(32/16)PER ()SSC 1997 TABLE AT ALL OTHER OPENINGS USE THE FOLLOWING TABLE. - - _ - _, o ��o =o. =oa
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