Plans • REC'r WC
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shall be on job site.
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-- -- -- -- -- -- -- -- -_ LIABILITY 'ERr3xES:12 /31/pr z
91.0' e C of Tigard and its Z 0
employees shall not be I P Z
responsible for discrepancies De o
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Approved ..tIr dolt. . -- eaif 05: w 0
Conditionally Approved ( ): Q
For only the work a scribed n: ,o
PERMIT NO.
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Job ( f N} ShEET,
NOTE: SITE PLAN SI FOR REFERENCE ONLY SITE PLAN By: --- -- Date 1a
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(1). CALE : 1/16' =1' -O' N SPI
on 1
OFFICE COPY
GENERAL STRUCTURAL NOTES WC
THESE DOCUMENTS ARE INTENDED FOR LIMITED VEHICLE IMPACT DAMAGE G. LAMINATED VENEER LUMBER CLVL) TO MEET THE FOLLOWING V
RECONSTRUCTION. THEY DO NOT ADDRESS ALL CODE DEFICIENCIES REQUIREMENTS. -1 csi
THAT MAY EXIST. ANY SEISMIC UPGRADE TO ANY EXISTING COMPONENTS 'n
OF THE STRUCTURE IS BEYOND THE SCOPE OF THESE DOCUMENTS. Fb =2600 PSI. E= 1900000 PSI. Fv =285 PSI vi .a' N
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BUILDING CODE: 5. CUTTING OR NOTCHING OF BEAMS. JOISTS AND COLUMNS IS NOT c o N S
PERMITTED UNLESS APPROVED BY ENGINEER OF RECORD. LL • c r, a
2007 OREGON STRUCTURAL SPECIALTY CODE
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G. PLYWOOD SHALL BE APA RATED SHEATHING - EXPOSURE I w c t d N E
D LOADS:
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A. ROOF SHEATHING 1/2' APA INDEX 24/0 c u) *, . o a
GRAVITY: 1, . o = r
B. WALL SHEATHING; 1/2' APA INDEX 24/0 w` " a
1. DEAD LOAD: 15 PSF
2. ROOF SNOW LOAD: 25 P5F G. FLOOR SHEATHING: 3/4' T +G APA INDEX 48/24
3. FLOOR LIVE LOAD. 40 PSF y1,s!CT��k
WIND:
D.
J SHEAR WALL SHEATHING SHALL HAVE BLOCKING AT PLYWOOD Pi n lifer
1. BASIC WIND SPEED: 110 MPH E. REFER TO PLANS AND SCHEDULES FOR DIAPHRAGM NAILING C6 ��. 41..' O
2. WIND LOAD IMPORTANCE FACTOR (Iwo. 1.0 REQUIREMENTS. 1 1
3. WIND EXPOSURE: B 69194
4. INTERNAL PRESSURE COEFFICIENT: 0 (METHOD 1) 7. DRILL BOLT HOLES 1/16' OVERSIZE EXCEPT WHERE NOTED Q
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5. COMPONENTS AND CLADDING DESIGN PRESSURE: 26.0 PSF LARGER. OREGON I w Ce
GENERAL CONSTRUCTION: 8. ALL NAILS AND HARDWARE TO BE HOT- DIPPED GALVANIZED.
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1. CONTRACTOR IS TO VERIFY AND CONFIRM ALL DIMENSIONS. C 31 ~O Q
NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS z
AND EXISTING CONDITIONS PRIOR TO START OF WORK.
Lh�'IRES: l 2 i -� Q N
2- CONTRACTOR 15 RESPONSIBLE FOR THE STABILITY OF THE • W N.
STRUCTURE DURING CONSTRUCTION. THE STRUCTURE AS SHOWN ON U Q CC Z
' THE DRAWINGS HAS ONLY BEEN DESIGNED FOR STABILITY UNDER -.- ,' i J n G. I- 0
THE COMPLETED CONDITION. ::•s C 2 Y Hy
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CARPENTRY: j i � z g c
1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND m Z 2 o Q
LENGTH. NO BOX NAILS ALLOWED. QA K ST ; tri i=
2. ALL NAILING TO BE IN ACCORDANCE WITH IBC TABLE 2304.9.1 C
UNLESS NOTED OTHERWISE. % z
/ SUBJECT 517E
3. ALL FRAMING HARDWARE TO BE SIMPSON STRONG -TIE BRAND OR U
EQUIVALENT SPECIFICALLY APPROVED BY ENGINEER PRIOR TO z pz
ORDERING. GENERAL CONTRACTOR SHALL PROVIDE ALL O I-
SPECIFICATIONS OF EQUIVALENT PRODUCT TO THE ENGINEER FOR ' ;d a_ oz O z
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APPROVAL. INSTALL FRAMING HARDWARE IN ACCORDANCE WITH w i
MANUFACTURER'S SPECIFIED MAXIMUM NAILS OR BOLTS UNLESS $ ∎
SPECIFICALLY NOTED OTHERWISE ON PLANS. g yp o
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4. LUMBER GRADES; oc
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A. ALL 2x MEMBERS TO BE DOUGLAS FIR #2 UNLESS NOTED
OTHERWISE.
B. ALL 4x AND LARGER MEMBERS TO BE DOUGLAS FIR #1 UNLESS
NOTED OTHERWISE. '- ` , n
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G. BLOCKING TO BE STANDARD OR BETTER. OR STUD GRADE. > CLJ
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D. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR MASONRY r
TO BE PRESSURE TREATED. N SHEET.
E. GLUED LAMINATED BEAMS TO BE 24FV4 FOR SIMPLE SPANS. LOCATION PLAN so
SCALE : NTS
F. GLUED LAMINATED BEAMS TO BE 24FV8 FOR CANTILEVER AND
CONTINUOUS SPANS.
OF 2
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KEY NOTES •
APPROXIMATE rRritAIDF VEHICLE IMPACT DAMAGE AT NORTH AND
O l WEST WALLS. DAMAGE WAS LIMITED TO WALL FRAMING AND SIDING/
SHEATHING. PATV1VOR DAMAGE TO FOUNDATION. cc
a O2 NEW 2x4 WALL STU1 S AT 1G' O.G. TO MATCH ORIGINA a.
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REPLACE IMPACT DAMAGED SHEATHING w/ MIN. 1/2' NOM. APA W
0 3 EXPOSURE 1 SA ING. NAIL TO ALL FRAMING w /5d AT
G' O.G. EDGE /12' . FIELD. BLOCK ALL EDGES
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O REPLACE BOTTOM"' PLATE AS REQ'D TO MATCH ORIGINAL �R� �. N
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