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Specifications JAN -27 -1998 15:35 P.01 e1 �� - tl Design Edge Inc. \rI1 / - _n3104- t 621 S.W. Alder, Suite 740 (503) 827 -0460 Igion`em =mow �wm._�� Portland, Oregon 97205 FAX (503) 827 -0462 TRANSMITTAL kti 11> DATE: JANUARY 27, 19 9 8 (X) FAX TO MR. BD GREEN SUPERPLAY 17455 S.W. FARMINGTON RD, 26A ( ) MAIL ALOHA, OR 97007 ( ) OVERNIGHT FROM: MR. JOEL K. DEAN ( ) DELIVERY RE: SUPERPLAY @ CANTERBURY SQUARE /3950198 ( ) PICKUP (4) PAGES COPIES DATE TITLE v n 1 EA. 01/27/98 SHEET 1.1 CALCULATIONS rA 1 EA. 01/27/98 SHEET 1.2 & 1.3 DETAILS a° Approved .... ..• ' pfoved............. .......• •.. ;n:.. Con ditionally .. as . eSOribe .D • . For oniiY o ' ' / pER , fl11OW.. t Sg° L ester to • A .aoil. t.. i job Address Date: ;. BY. REMARKS: ENCLOSED ARE THE DETAILS THAT WE DISCUSSED. SUBSTITUTING 3/4" PARTICLEBOARD FOR THE 5/8" PLYWOOD SHEATHING IS ACCEPTABLE AND IS NOTED ON THESE DETAILS. 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NW i 'I 1 i 1 _______, 0 ."Q� USr 2#Z.,15' r I J' 2 r 7 C7 1 f , * c !t . /l fl 3 •1 4/ 9T . let7 } 01. 2T 98 044:40 PM F03 JAN-27-1998 15;36 P . 0(1 • 1 _ � J ti ►, ' 1clle too P .i) , oak . . . ?ii-h:- k,_ 4 ' g ' 11ii, 0- 7 �� c' 1-/L7 AY L ,E- A Pclic7F r L 3 . i& ) x 4 1-zoci:dr„) \ cd_ % L7 Viii I D S ` c , . , Q1... r=c7I c . `To So:r'i-c CAL) 66 -.1--.. , 1. , ....7 G1NE '.R! 4 ,:.29 � i n 1. � TOTAL P.04 01. 27. 08 04:40 PM PO4 4 NOTES • 1. LOADING CRITERIA A. FLOOR LIVE LOAD = 50 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. • • • 1 - 51 7 V F CVFIC HWY Design Edge Services. Inc. I ) L • I &, P ©C 621 S -W. Alder /SUile 740 CHECKED. F oillnnd, Oregon 97205 108 NO. 7 OL 91 (503) 627 -0460 maoA.iii►�sma����� /■ rsF )p C�IC,� �� ,1-- qrS T 5 ._..._ 1�G L= a „ A)) c, c2. ) It y - �o. > �5 X40 C V (i. ,,� _ G.. ► ►, � /h ,N 10 S '1.4. 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