Laserfiche WebLink
NOTES: <br />1. CONSTRUCTION TYPE IIIB <br />2. EXISTING OCCUPANCY GROUP B, F-2, S-1 <br /> T.I. OCCUPANCY GROUP B, F-2 <br />3. MODULAR PRODUCTION ROOM: <br />- 1250 SQ. FT. SINGLE STORY <br /> BUILDING IS FULLY SPRINKLERED <br />4. MODULAR PRODUCTION ROOM IS TENANT <br />IMPROVEMENT TO BE ASSEMBLED INSIDE. <br />(PROJECT WILL NOT BE EXPOSED TO <br />ELEMENTS) <br />5. WALLS ARE DEMOUNTABLE PARTITION. <br />6. SPRINKLERS WILL BE THROUGH A <br />SUBCONTRACTOR WHO WILL SUBMIT PLANS <br />FOR PERMITS PRIOR TO OCCUPANCY. <br />7. ALL ELECTRICAL INSTALLATION IS DONE PER <br />N.E.C. CURRENT EDITION. <br />8. ALL DOOR HARDWARE TO COMPLY WITH ADA <br />REQUIREMENTS. <br />9. ALL EXISTING CONDITIONS TO COMPLY WITH <br />ADA REQUIREMENTS. <br />10. BUILDING TO COMPLY WITH EGRESS PER <br />2022 CALIFORNIA BUILDING CODE, 2022 <br />CALIFORNIA ELECTRICAL CODE, 2022 <br />CALIFORNIA ENERGY CODE, 2022 CALIFORNIA <br />GREEN BUILDING STANDARDS CODE, 2022 <br />CALIFORNIA EXISTING BUILDING CODE. <br />11. EXIT DOORS SHALL BE OPERABLE FROM <br />THE INSIDE WITHOUT THE USE OF A KEY OR <br />SPECIAL KNOWLEDGE OR EFFORT. <br />12. SEPARATE PERMIT IS REQUIRED FOR <br />MECHANICAL, ELECTRICAL, AND PLUMBING <br />SCOPES <br />CONTRACTED BY: <br />150 BUSINESS CENTER DR. <br />CORONA, CA 92880 <br />909-947-1077 PHONE <br />909-947-2675 FAX <br />SHEET INDEX: <br />TITLE SHEET <br />1. COVER SHEET C1 <br />2. EXISTING SITE PLAN S1.0 <br />3. EXIT PLAN S1.1 <br />4. EXIT PLAN MEZZANINE S1.2 <br />5. (E) ACCESSIBLE RESTROOMS S1.3 <br />6. ACCESSIBLE DETAILS S1.4 <br />7. ACCESSIBLE NOTES S1.5 <br />8. FLOOR PLAN/REFLECTED CEILING PLAN A1 <br />9. ROOF / BEAM PLAN A2 <br />10. BUILDING SECTION A3 <br />11. WALL PANEL DETAILS D1 <br />12. EXTRUSION DETAILS D2 <br />13. RACEWAY DETAILS D3 <br />14. CEILING DETAILS D4 <br />15. BEAM CONNECTION DETAILS D5 <br />16. ELECTRICAL PLAN (FOR REFERENCE ONLY) E1 <br />PROJECT FOR: <br />AXIOM MATERIALS <br />2331 PULLMAN ST. <br />SANTA ANA, CA 92705 <br />MATERIAL SPECIFICATIONS: <br />CEILING: USG RADAR BASIC ACOUSTICAL PANEL - 3270 VINYL ROCK PANEL <br />LAY-IN 2'X4' CEILING PANEL. <br />WALLS: UNITED PARTITION 4" SYSTEM SANDWICH PANELS - UL CLASSIFIED IN <br />ACCORDANCE WITH NATIONAL ELECTRICAL CODE, 2019 EDITION. <br />FILE QRSY.MH27952. <br />CONCRETE: fc = 3,500 PSI (EXISTING 6" SLAB) SHALL BE VERIFIED IN FIELD <br />ALUMINUM: ALLOY 6063-T6 Fy = 35,000 PSI <br />SHEARWALLS: UNITED PARTITION SANDWICH PANELS BASED ON LOAD TESTS <br />BY SPECIALIZED TESTING STQA50652. <br />STEEL TUBES: H.S.S 3/8" THICK 3 1/2" LENGTH 3 1/2" WIDTH (WELDED TO BASE <br />PLATE) & H.S.S 1/4" THICK 3 1/2" LENGTH 3 1/2" WIDTH (WELDED TO BASE <br />PLATE) <br />PLATES: 1/2" THICK 8" LENGTH 3 1/2" WIDTH WITH 5/8" HOLE FOR 1/2" X 3 1/2" <br />EMBED HILTI KWIKBOLT TZ <br />ANGLES:1/4" THICK 3" LENGTH 3" WIDTH (WELDED TO ALL 4 SIDES) WITH <br />1/2" X 7" A325 BOLT <br />WELDING: 3/16" FILLET WELD <br />SPECIAL INSPECTION <br />EXPANSION ANCHORS: HILTI KWIKBOLT TZ2 PER ICC ESR-4266 <br />(SPECIAL INSPECTION IS REQUIRED PER I.C.C. #ESR 4266) <br />CONSTRUCTION NOTES <br />1. ANCHOR BOLTS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. <br />INSTALLATION SHALL BE IN ACCORDANCE WITH THE AISC CODE OF STANDARD <br />PRACTICE SECTION 7.5 <br />2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND <br />CONDITIONS ON THE JOBSITE PRIOR TO STARTING WORK. ANY DISCREPANCIES <br />FROM PLANS, OR EXISTING MATERIAL DEFICIENCIES SHALL BE BROUGHT TO <br />THE ATTENTION OF THE ENGINEER OF RECORD. <br />3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE <br />BRACING OF THE STRUCTURE DURING CONSTRUCTION. <br />DESIGN LOADS <br />PER 2022 CBC & ASCE 7-16 (ASD METHOD) <br />ROOF LIVE LOAD: 0 PSF <br />ROOF DEAD LOAD: 8 PSF <br />WALL DEAD LOAD: 8 PSF <br />SEISMIC: ZONE D <br />SCOPE OF WORK <br />TO CONSTRUCT A 25' x 50' MODULAR <br />PRODUCTION MANUFACTURING ENCLOSURE <br />WITHIN AN EXISTING BUILDING STRUCTURE. <br />USED TO CREATE CERAMIC MATRIX <br />COMPOSITES, FILM ADHESIVES & ANCILLARY <br />PRODUCTS. <br />VICINITY MAP <br />ENGINEERED BY: <br />STORAGE RACK ENGINEERING, INC <br />23142 ARROYO VISTA <br />RANCHO SANTA MARGARITA, CA 92688 <br />PHONE: (949) 888-8850 <br />FAX: (949) 888-8851 <br />ALI ABOLHASSANI, P.E. <br />PROJECT TITLE <br />DESIGNED BY <br />DRAWN BY <br />CHECKED BY <br />DATE <br />SCALE <br />JOB NO. <br />SHEET NO. <br />DATE BY ISSUE FOR <br />11510 <br />ISSUE DATE: <br />REVISION: <br />NUM. DATE BY REVISION FOR <br />2 <br />CONSULTANT <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />F <br />O <br />R <br />: <br />STAMP <br />SHEET TITLE <br />N.T.S. <br />MK <br />LT <br />MK <br />10/14/2024 <br />AX <br />I <br />O <br />M <br /> <br />M <br />A <br />T <br />E <br />R <br />I <br />A <br />L <br />S <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />23 <br />3 <br />1 <br /> <br />P <br />U <br />L <br />L <br />M <br />A <br />N <br /> <br />S <br />T <br />COVER SHEET <br />C1 <br />SITE <br />LOCATION <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />Bldg #101118445 <br /> <br />APPROVALS: <br />PLNG - C. Santana <br />BLDG - CSG <br />PUBLIC WORKS - Y. Soto <br />2331 S Pullman St <br />2/18/2025