Plans •
•
NOTES
1. LOADING CRITERIA
A. FLOOR LIVE LOAD = 5(4 p.s.f.
B. SEISMIC ZONE 3, I = 1.0
2. GENERAL REQUIREMENTS
A. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STATE
OF OREGON STRUCTURAL SPECIALTY CODE, 1996 EDITION.
B. THE OWNER WILL OBTAIN AND PAY FOR THE CONSTRUCTION PERMIT
PRIOR TO ANY CONSTRUCTION.
3. PROJECT /SITE CONDITIONS
A. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. IF
EXISTING CONDITIONS DIFFER FROM THOSE SHOWN, THE ENGINEER
SHALL BE NOTIFIED PRIOR TO CONTINUANCE OF THE WORK.
4. REINFORCING STEEL
A. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED
BARS.
5. CONCRETE
A. CONCRETE SHALL BE f'c = 2,500 PSI @ 28 DAYS. SLUMP SHALL
BE 3". CONCRETE MATERIALS AND QUALITY SHALL BE IN
ACCORDANCE WITH ACI 318 "BUILDING CODE REQUIREMENTS
FOR REINFORCED CONCRETE ".
6. WOOD
A. MATERIALS & WORKMANSHIP TO CONFORM WITH CHAPTER 23, STATE
OF OREGON STRUCTURAL SPECIALTY CODE, 1996 EDITION.
B. ALL SAWN LUMBER TO BE DF /LARCH NO. 1, EXCEPT AS NOTED:
STUD WALLS - STUD
C. PLYWOOD PANEL SPAN RATING TO BE 32/16.
D. GLUED LAMINATED TIMBER TO BE COMBINATION SYMBOL 22F -V3.
E. NAILING NOT NOTED ON PLANS TO BE IN CONFORMANCE WITH TABLE
23 -I -Q.
CITY OF TIGARD
Approved [ ]:
Conditionally Approved [ 1.
For only the wori as described in:
PERMIT NO. - e 6j i
Sea Utter to: Follow [ 1:
Attach [ ]:
Job Address: 1M.[1 e-,r,)
By: Q Date:G 7
14 41 1 —v- Vd F ciFic Hwy Design Edge Services. Inc. I oRAwN: dice
1 F `__� 621 S.W. Alder /Salle 740 g1ECKEDe
d� W Poillend. Oregon 97205 JOB 140 7 . l
(503) 627.0460
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