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13855 SW PACIFIC HIGHWAY-5
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UBC BASIC WIND SPEED 80 MPH, EXPOSURE C 3. PLYWOOD - APA 'INTERIOR WITH EXTERIOR GLUE MANUFACTURED PER U.S. SEISMIC UBC ZONE II PRODUCT STANDARD PS-1 . NAIL AS SHOWN ON PLANS. THICKNESS AND GRADE Q SOIL BEARING - 2000 PSF (ASSUMED) AS FOLLOWS: A. ROOF AND WALL SHEATHING - 1 /2" C-D, UBC INDEX 24/0. OOD CONCRETE: REFERENCE SPECIFICATION - ACI 301 . PLANT MIX PER ASTM C94. 4 . A. PEFERENDCEWSTANDARD SESUBC STANDARD 25-17 . 2. STRENGTH - f'c = 2500 PSI AT 28 DAYS. MINIMUM CEMENT CONTENT 5 B. PERFORMANCE REQUIREMENTS - PROVIDE WOOD TRUSSES DESIGNED AND revisions 13 3-Ox�-O ALL)r'I. �Iz:J�J•P�� �:-I->P'I 3900.PklOp, -ODS. Ca..-05EK ,°�N ) ;...OGK:�E"�' SACKS/ CU. YD. FABRICATED TO SUPPORT THE LOADS SHOWN ON THE DRAWINGS WITH A E3 ------ - -- - -'` - - '-- `� "` -- - - 3. - 15, G O. LAP BARS AS SHOWN ON PLAN WITH TOTAL LOAD DEFLECTION LESS THAN L/240 AND A LIVE LOAD 14 3-OnCO� SG WOOp I I A1Ni T J�/OOD f AIN 36 M THAN 60. t REINFORCING A6 RADE _ ._.. __. , _ MINIMUM LAP OF BAR DIAMETERS DEFLECTION LESS T L/3 WIRE FABRIC - ASTM A185. LAP FABRIC ONE MES PLUS 3 . C. SUBMITTALS: --..SIG-- _ - - ---------- 4 WELDED r 'H P SUB ITTALS• - - -" "--. " `"" -- 5. BOLTS: i ) STRUCTURAL CALCULATIONS STAMPED BY AN ENGINEER REGISTERED _UGk c r. II�o Z���Co"8 A. ANCHOR BOLTS - ASTM A307 IN OREGON, 4 COPIES. ✓ I ,w Poop, CLpSEi� �� - -_ �"- --- -- -_�I �R, � B. EXPANSION BOLTS - MOLLY PARABOLTS i i ) SHOP DRAWINGS SHOWING ALL FABRICATION, ERECTION, AND - - - - 6. COVER - AS FOLLOWS UNLESS SHOWN OTHERWISE ON PLANS: INSTALLATION DETAILS, 5 COPIES. a HM ATL. GAW-PAIrJT 1-iM `eT . Gii& _V-PP:t17 P•)OR GL.O`�IZ ANrr L,4.•KSR7 �_HP, R!`BD A. CONCRETE PLACED AGAINST EARTH - 3" 6, CONNECTIONS - SIMPSON STRONG-TIE OR APPROVED, GALVANIZED. i - HF*kUv�lAl�.c "b ee PL ,-EF> O'' Ab. (' Il 1. FL-K.- B. FORMED CONCRETE AGAINST EARTH - 21- 7. _" _. -. 4 . 7 I ec t - (2� � FINISH: r _._. _ ..� A. INTERIOR SLABS - HARD STEEL TROWEL scele �cwoODI PAINT I �NOOG I P jal1 7 B. WALLS - SMOOTH FORM FINISH II , - _.. _ _ - - - - - - -- _ -_ __ - - - - -----_ date s r 00,- 4 crr M, u�vutow ow I I I ( I I I I ( ( I I ( ! ) ( 1 I I I I I I 1 I I I I I I I I�I I�1 1 •:r�� ..,._..,.,,,.„,,.,�,,,, .tee+ R r Am 1 I I I ( 1 1 1 III 1 1 1 111 III I I III I Jill 1 I lIl I I III 1 1 III 1 toll I I III I I III I I IIt I i III I I III 1 1 III I I ill 1 1 III I I III III I I III I I III III VIII) ' I I I I I I I I � I � I II III II 1I II III II I III I 2 _ 3 4 6 7 8 9 10 ---1 NJTE: IF THIS MICROFILMED ► t -r.—.-._.._..� ........�..� s____._._.�.�._— ._._ DRAWING IS LESS CLEAR IHA14 THIS NOTICE, IT IS DUE TO I THE QUALITY OF THE OFiGINAL DRAWING. —-- ---.� __ OC 62 92 LZ SZ SZ 02 CZ 22 17 02 61 81, L{' 131 SI f? 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