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1� 4 ' .,,�... ,.-•?, in . n z. c�,- . err _ �=��" ri,'v, � �, :. d '��:�-'' 'Ct Yh,, +t .rte. .red - R, � ar� ':Lyr..ri... rtr'� . ;•,. d a �, cry , � �%• a, l�v.. ^7` 'J•A �. .. t��a•.. T@ t� .:.tag •••%•.. '/�"b. 1#;I.i. ��i._ ��f•;: r rY . a >..r �kr r :z e• ., .w }T• ,�., ? -yf r°A ..;'. 'S.:tw .✓'`� ,a.ut . '"'�'F''� :.1 Ce4fL @��DR N BI-D ���9((iNA L RA C'L 1%UwcE`0E1J11j0RB"T"7 BUILDING DATA GENERAL NOTES SHEET INDEX 1. THIS BUILDING IS A SINGLE -ROOM, PRECAST CONCRETE STRUCTURE. IT WIDTH WILL BE UNOCCUPIED AND USED TO HOUSE ELECTRICAL AND INSTRUMENTATION LENGTH EQUIPMENT ONLY. T.S. TITLE SHEET HEIGHT . Type of Construction . . . . II 2. THIS STRUCTURE IS NOT EQUIPPED FOR HANDICAPPED USE. THE PERSONNEL HIRED FOR THIS SERVICE MUST BE ABLE TO CLIMB LADDERS. ! A=1. Floor P1An. Exterior Elevations • Occupancy . . . . . . . . . B-4, Div. 4 3. AIR CONDITIONING USED IN THIS STRUCTURE IS NOT INTENDED FOR HUMAN S-1 -Structural Connection Details • Design Criteria: UBC -88 & ACI 318-89 COMFORT. ITS USE IS INTENDED TO COOL ELECTRONIC EQUIPMENT. S-2 Exterior' Footing: Plan, Elevation, f DeTAtt� Wind Load Based On ISO MPH Velocity Aux. Roof, if used: Live Load - PSF 4. TRIS STRUCTURE IS FABRICATED IN ACCORDANCE WITH THE CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, DEPARTMENT OF HOUSING & COMMUNITY�'1 - Electrical- Site plan. .�f,10T II-�GLL�Ed Roof Slab: D.L. 10 PSF DEVELOPMENT, CliAPTER 3 - FACTORY - BUILT HOUSING. E-2 I hectfical Plans Live Load 20 PSF { - Floor Slab: Dead Load Zco PSF T11E MANUFACTURER, ASSOCIATED CONCRETE PRODUCTS, INC., CURRENTLY Live Load 50 PSF HOLDS AN OCCUPATIONAL LICENSE PERMIT #90081 AS A COMMERCIAL COACH Live Load b Equip. Load act concurrent MANUFACTURER. THE ENTIRE STRUCTURE WILL BE INSPECTED BY THE Seismic Zone: 4 DEPARTMENT OF HOUSING & COMMUNITY DEVELOPMENT, AND SHALL HAVE ATTACHED TO IT THE COMMERCIAL COAC1i INSIGNIA WHEN IT IS DELIVERED MATERIALS: TO THE SITE. Roof System: Concrete Ceiling Slab 5. THE BUILDING MAY NOT BE LOCATED CLOSED THAN FIVE (5) FEET FROM THE Wall System: Concrete PROPERTY LINE OR ADJACENT BUILDING. Floor System: Concrete Floor Slab - Grade Beam Supported Mix Design: Cement 564 lb. 'Type II, ASTM C 150 6. THE LANDING @ EXITS MUST COMPLY WITH 1983 UBC. Aggregate 1 , 515 lb. Sand, ASTM C 33 1,769 lb. Coarse 7. MECHANICAL TO COMPLY WITH 1988 UMC. _ Water 198 lb. � Water Reducing 8. ELECTRICAL TO COMPLY WITH 1990 NEC. Admixture 17 oz. Normal, ASTM C 494 68 oz. High Range 9. FLAME SPREAD RATING OF T'HE INTERIOR: FINISH OF WALLS & CEILING T'0 fc 28 se 5,000 PSI BE MAXIMUM 75 AND/OR MINIMUM 1/4" THICK. Reinforcement: ASTM A 706 (Grd. 60) fy se 60,000 PSI '\ Connections: 1. Welding of reinforcement to be in accordance with AWS D 1:4-74 1� 2. Welded headed studs to meet ASTM A 108 3. Connection plates to receive 100% inspection , Bearing Pads: Plastic shims by Burke BSL 260/11.fbrg s 8,000 PSI Foundation: Concrete footing supported O _. Ref. Calculation: L1- Z Z47 .V 77106193 t oQ�pFESS ' RECEIVED ,��rPP. MAR 1 7 1992 � it oc6�6� w m . - cr_ Exp. 06/30/95 r tIVI F A C - l_/ a""•„r ©Copyright Associated Concrete Products, Inc t • SANTA ANA •SANTA PAULA concrete products, inc. • UVERMORE 4301 WEST MacARTHUR BLVD. • SANTA ANA. CALIF. 92704ss SAN DIEGO CITY OF FONTANA CALIFORNIA >' ntonuroc+uren or®V I K S ET UTILITY VAUNTS CHECKED BY APPROVED. �. DR. NO. TE� -..•' .�..�'—: �...a..i �% �•,r. %�ot.carnoH .CITY ENGINEER RE. NO. r.� �` ( 1 � �,Pw ITLE SHE I ,0a MO Eons i k; These Plans and Specifications are furnished by the owner ' thereof for only a specified purpose, use and user• Any other use of (rW X1.3' 0R1 5' L X9 FL I.D. BULLING these plans and specifications without the prior written consent of I Associated Concrete Products is expressly prohibited, is at the sole liability p 11 ne. vr.. ar ...wovro .• ru wo •«rr• ro �—�%`\ �� N S"Cf2V (.�'r•� Qi� risk and of the user, and Associated Concrete Products, its disclaims /�rf LAW ' '�w, e. IiA acents and represenLatives, expressly any and all war rarities or Iri7hihtres m connection with SUCK unauthorized use. % V 77 ORANGE WAY, FONTANA CALIFORNIA "o. R E � 1 $ I 0 N S g� OAT 3 Z Z t 9Z I�11 141 2�! i 8r5NOP GRAPHICS iACCUPRE95 REORDER NO A40105 •