Plans NAJDEK REMODEL RECEIVED WC 4
ADDRESS:
8860 SW EDGEWOOD ST ? 1 J
TIGARD, OR 97223 `� cin Uj USCOPE OF WORK: ' ' N
CHANGE STAIRS AND WINDOWS. MORE WINDOWSia) u MEWERE ELIMINATED THAN NEW PROVIDE, HENCE NO701
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LATERAL REVIEW REQUIRED °co N o
BUILDING CODE: — a Y o " 3
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2017 OREGON RESIDENTIAL SPECIALTY CODE 0 ,LC M L
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PROPERTY INFORMATION: a) U)
SINGLE FAMILY RESIDENCE '7,
COUNTY: WASHINGTON PROPERTY W
ACCOUNT NO.: R469317 LINES
TAXLOT NUMBER: 2S102DD01604
SITE AREA: 0.48 ACRES
BLDG AREA: 2555 SQ–FT AREA OF
YEAR BUILT: 1964 I— WORK - w
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STATE OF OREGON ENERGY CODE :. 0 illi w a z 0 0
R-15: IN ALL EXPOSED 2X4 WALL CAVITIES W E Z W A a Q °
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R-21: IN ALL EXPOSED 2X6 WALL CAVITIES o CI E
R-30: OVER UNCONDITIONED/CRAWL SPACES LU Q
R-38: IN VAULTS, MAINTAIN 1" AIR GAP Z
R-49: IN ATTICS, MAINTAIN 1" AIR GAP co
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NEW WINDOWS (AS REQUIRED) WITH
LOW 'E' GLASS
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STRUCTURAL GENERAL NOTES WC 4
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BUILDING CODE: co G1 NF /o
2017 OREGON RESIDENTIAL SPECIALTY CODE Ur4 56423PE / I
� N GENERAL CONSTRUCTION: `OREG N .0 1. CONTRACTOR IS TO VERIFY AND CONFIRM ALL DIMENSIONS. ay ✓4is 2po'ti , d = M N
NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS Lip 1Oi ( ti M ;_AND EXISTING CONDITIONS PRIOR TO START OF WORK. C.L.SP a' �, �,2. CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE EXPIRES: 06/30/2018 �_ ' cD N N 8STRUCTURE DURING CONSTRUCTION. THE STRUCTURE, AS SHOWN Y O` o03ON THE DRAWINGS, HAS ONLY BEEN DESIGNED FOR STABILITY cB E S
Um2UNDER THE COMPLETED CONDITION. M � � x}, 00 0 a wCARPENTRY: CO aa) M 111. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND •LENGTH. NO BOX NAILS ALLOWED.2. ALL NAILING TO BE IN ACCORDANCE WITH IBC TABLE 2304.9.1
UNLESS NOTED OTHERWISE.
3. ALL FRAMING HARDWARE TO BE SIMPSON STRONG—TIE BRAND OR
EQUIVALENT SPECIFICALLY APPROVED BY ENGINEER PRIOR TO
ORDERING. GENERAL CONTRACTOR SHALL PROVIDE ALL
SPECIFICATIONS OR EQUIVALENT PRODUCT TO THE ENGINEER FORJ w
APPROVAL. INSTALL FRAMING HARDWARE IN ACCORDANCE WITH W cK
MANUFACTURER'S SPECIFIED MAXIMUM NAILS OR BOLTS UNLESS 0 H (I) co u)
SPECIFICALLY NOTED OTHERWISE ON PLANS. O p o o
4. LUMBER GRADES: w z o °' o
o A. ALL 2x MEMBERS TO BE DOUGLAS FIR #2 UNLESS NOTED 0 0
OTHERWISE. Y 0 0 m
B. ALL 4x AND LARGER MEMBERS TO BE DOUGLAS FIR #1 UNLESS w g 0 Q o
L1JNOTED OTHERWISE. 0 Z () k) v-
C. BLOCKING TO BE STANDARD OR BETTER, OR STUD GRADE.
D. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR MASONRY Z
TO BE PRESSURE TREATED o
5. CUTTING OR NOTCHING OF BEAMS, JOISTS AND COLUMNS IS NOT
PERMITTED UNLESS APPROVED BY ENGINEER OF RECORD.
6. PLYWOOD SHALL BE APA RATED SHEATHING — EXPOSURE I
A. ROOF SHEATHING: 1/2" APA INDEX 32/16
B. WALL SHEATHING: 1/2" APA INDEX 24/0
C. SHEAR WALL SHEATHING SHALL HAVE BLOCKING AT PLYWOOD
JOINTS. z
D. REFER TO PLANS AND SCHEDULES FOR DIAPHRAGM NAILING o
REQUIREMENTS. a 1-
7. DRILL BOLT HOLES 1/16" OVERSIZE EXCEPT WHERE NOTED LARGER. E m
8. ALL FASTENERS DRIVEN INTO PRESSURE TREATED WOOD SHALL BE u) v=i
CORROSION RESISTANT IN ACCORDANCE WITH IBC 2304.9.5. 0
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SPECIAL INSPECTION:
SPECIAL INSPECTION IS NOT REQUIRED FOR THIS PROJECT. LI' kr,
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EXPIRES' 6/30//B OF