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FLOOR LEVEL <br />8'-3"4' <br />8' <br />18' <br />FLOOR LEVEL <br />8'-3" <br />16' <br />3' <br />3' <br />3' <br />4' <br />16' <br />2' <br />2' <br />3'-2" <br />STORAGE RACK <br />PLAN TITLE SHEET <br />A1 <br />SCALE: 3 = 1'-0" <br />SCOPE OF WORK <br />GOVERNING CODES <br />1 2022 CALIFORNIA BUILDING CODE <br />2 <br />3 2022 NFPA 13 <br />GENERAL BUILDING INFORMATION <br />REQUIRED SPECIAL INSPECTION(S) <br />2022 CALIFORNIA FIRE CODE <br />PLAN NOTES AND <br />REVISIONS <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br /> <br />PR <br />O <br />P <br />H <br />E <br />T <br /> <br />P <br />R <br />E <br />M <br />I <br />U <br />M <br /> <br />B <br />L <br />E <br />N <br />D <br /> <br />L <br />L <br />C <br /> <br />26 <br />2 <br />5 <br /> <br />S <br />. <br /> <br />H <br />I <br />C <br />K <br />O <br />R <br />Y <br /> <br />S <br />T <br />. <br /> <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 />7 <br />1) <br /> <br />I <br />N <br />I <br />T <br />I <br />A <br />L <br /> <br />P <br />L <br />A <br />N <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />10 <br />/ <br />0 <br />9 <br />/ <br />2 <br />0 <br />2 <br />4 <br />BUILDING OWNER <br />TENENT <br />CONTRACTOR <br />ARCHITECT/ <br />ENGINEER <br />6" CONCRETE S.O.G <br />ELEVATION DETAILS: <br />ASSESSOR PARCEL NUMBER: <br />SPRINKLER BUILDING (Y / N): <br />BUILDING CONSTRUCTION TYPE: <br />OCCUPANCY GROUP: <br />NUMBER OF STORIES: <br />TOTAL WAREHOUSE AREA: <br />SCOPE OF WORK AREA: <br />CEILING SPRINKLER INFORMATION: <br />CEILING ELEVATION: <br />414-101-13 <br />NO <br />III-B <br />B, S -2 <br />1 , SCOPE LIMITED TO WAREHOUSE ONLY <br />11,862 SF <br />7,700 SF <br />NA <br />18' <br />1. DEPUTY INSPECTION TO BE COMPLETED FOR THE INSTALLED HILTI KBTZ-2 1 <br />2" X <br />4.5" ANCHOR BOLTS <br />RACK CAPACITIES AND HEIGHTS <br />RACK TYPE MAX STORAGE <br />HEIGHT <br />CEILING <br />HEIGHT <br />SPRINKLER <br />HEIGHT <br />MAX LOAD PER <br />LEVEL <br />TIERS WITHIN <br />EACH RACK <br />TYPE A 12'18' NA 2,500 lbs 3 <br />THE PURPOSE OF THESE DRAWINGS AND SPECIFICATIONS IS TO OBTAIN THE NECESSARY <br />PERMITS, REQUIRED BY THE CITY OF SANTA ANA, FOR LOW PILED STORAGE. THE STORAGE <br />RACKS WILL BE USED, BY PROPHET PREMIUM BLEND LLC. PRODUCTS AS THE BUILDING <br />TENANT, FOR HOLDING LABELS, PACKING/ SHIPPING MATERIALS, CARDBOARD BOXES. THE <br />ENTIRE RACKING SYSTEM CONSISTS OF 247.5' LF OF PALLET RACK ROWS, WITH 8' BEAMS AND <br />8' TALL UPRIGHTS. ALL COMMODITIES WILL BE STORED LESS THAN 10'. <br />NAME: <br />ADDRESS: <br />PHONE NUMBER: <br />NAME: <br />ADDRESS: <br />PHONE NUMBER: <br />NAME: <br />ADDRESS: <br />PHONE NUMBER: <br />LICENSE NUMBER: <br />NAME: <br />ADDRESS: <br />PHONE NUMBER: <br />LICENSE NUMBER: <br />775 Leksand Trail, Whitefish, MT 59937 <br />OCMH INC. <br />1018 LINCOLN AVE. SANTA ANA, CA, 92701 <br />(714) 878-6091 <br />1058665 <br />STRUCTURAL ENGINEERING AND DESIGN INC. <br />1815 WRIGHT AVE, 2ND FLOOR, LA VERNE, CA, 91750 <br />(909) 596-1351 <br />92778 <br />Michael Kartonis <br />714.271.2978 <br />GENERAL CODES: <br />CBC 2022 SEC 2209.1; THE DESIGN, TESTING AND UTILIZATION OF STORAGE <br />RACKS MADE OF COLD-FORMED OR HOT-ROLLED STEEL STRUCTURAL <br />MEMBERS SHALL BE IN ACCORDANCE WITH RMI ANSI/MH 16.1. WHERE <br />REQUIRED BY ASCE 7, THE SEISMIC DESIGN OF STORAGE RACKS SHALL BE IN <br />ACCORDANCE WITH SECTION 15.5.3 OF ASCE 7. <br />PLEASE SEE THE STRUCTURAL CALCULATIONS PACKET AND DETAILS SHEET <br />FOR ALL NECESSARY SEISMIC AND ENGINEERING DESIGN SPECIFICATIONS.FIRE DEPARTMENT ACCESS DOOR <br />DO NOT BLOCK <br />SCALE:3 <br />8" = 1'-0" <br />GENERAL NOTES <br />1. THE INFORMATION REGARDING COMMODITY TYPE/LOCATION, STORAGE DIMENSIONS, <br />CONFIGURATION OF RACKS, AND WAREHOUSE DETAILS HAS BEEN PROVIDED BY PROPHET <br />PREMIUM BLEND LLC AND REVIEWED BY ORANGE. COUNTY MATERIAL HANDLING. <br />2. ANY AND ALL WORK IS TO BE PERFORMED BY A LICENSED CONTRACTOR. <br />3. ORANGE COUNTY MATERIAL HANDLING IS NOT RESPONSIBLE FOR ENSURING THAT PROPHET <br />PREMIUM BLEND LLC IS COMPLIANT WITH THE SPECIFICATIONS CONTAINED IN THESE <br />DOCUMENTS.+ <br />4. THE LOW PILED COMBUSTIBLE STORAGE RACK PERMIT WILL BE ISSUED AFTER FINAL <br />INSPECTION BY THE CITY OF SANTA ANA AND APPROVAL OF THE LOW PILED COMBUSTIBLE RACK <br />STORAGE SUBMITTAL. IT IS THE SOLE RESPONSIBILITY OF THE BUILDING TENANT/OWNER TO <br />COORDINATE THE FINAL INSPECTION WITH THE LOCAL GOVERNING CITY MUNICIPALITY AFTER <br />5. FOLLOWING APPROVAL OF THE CONSTRUCTION DOCUMENTS, A COPY OF THE APPROVED <br />PLANS SHALL BE MAINTAINED ON THE PREMISES IN AN APPROVED LOCATION. <br />FIRE DEPARTMENT NOTES <br />1. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, A VISUAL METHOD OF <br />INDICATING THE MAXIMUM ALLOWABLE STORAGE HEIGHT SHALL BE PROVI DED. <br />2. AUTOMATIC SPRINKLER SYSTEM REQUIREMENTS BASED ON THE PRESENCE OF <br />PALLETS SHALL BE IN ACCORDANCE WITH NFPA 13. <br />3. FIRE APPARATUS ACCESS ROADS IN ACCORDANCE WITH SECTION 503 SHALL BE <br />PROVIDED WITHIN 150 FEET OF ALL PORTIONS OF THE EXTERIOR WALLS OF <br />BUILDINGS USED FOR HIGH-PILED STORAGE. <br />4. WHERE FIRE DEPARTMENT ACCESS DOORS ARE REQUIRED BY TABLE 3206.2, FIRE <br />DEPARTMENT ACCESS DOORS SHALL BE PROVIDED IN ACCORDANCE WITH <br />SECTIONS 3206.7.1 THROUGH 3206.7.8. <br />5. FIRE DEPARTMENT ACCESS DOORS SHALL BE LABELED ON THE EXTERIOR SIDE <br />WITH THE FOLLOWING SIGN OR OTHER APPROVED SIGN: <br />TYPE B 12' 18' NA 2,500 lbs 3 <br />THE LETTERING SHALL BE IN A CONTRASTING COLOR TO THE BACKGROUND. <br />LETTERS SHALL HAVE A MINIMUM HEIGHT OF 2 INCHES WITH A MINIMUM STROKE <br />OF 38 INCH. <br />6. AISLES IN SPRINKLERED BUILDINGS SHALL BE NOT LESS THAN 44 INCHES <br />WIDE <br />7. DEAD-END AISLES SHALL NOT EXCEED 50 FEET IN LENGTH. <br />8. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE <br />9. STEEL BUILDING COLUMNS SHALL BE PROTECTED IN ACCORDANCE WITH NFPA 13 <br />PROPHET PREMIUM BLEND LLC <br />2625 S. HICKORY ST. SANTA ANA, CA 92707 <br />714.617.5595 <br />8" <br />TYPE A TYPE B <br />SHEET INDEX <br />TITLE SHEET A1 <br />PLAN SHEET <br />DETAILS SHEET <br />A2 <br />SED 1 <br />BASIS OF DESIGN: <br />IN <br />I <br />T <br />I <br />A <br />L <br /> <br />P <br />L <br />A <br />N <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1/ <br />1 <br />3 <br />/ <br />2 <br />0 <br />2 <br />5 <br />2 <br />3 <br />NO FELID WELDING FOR THIS PROJECT - <br />NOT APPLICABLEFELID WELDING: <br />IN <br />I <br />T <br />I <br />A <br />L <br /> <br />P <br />L <br />A <br />N <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />2/ <br />4 <br />/ <br />2 <br />0 <br />2 <br />5 <br />3 <br />IN <br />I <br />T <br />I <br />A <br />L <br /> <br />P <br />L <br />A <br />N <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />2/ <br />2 <br />1 <br />/ <br />2 <br />0 <br />2 <br />5 <br />4 <br />4 <br />Bldg #101121873 <br /> <br />APPROVALS: <br />PLNG - C. Santana <br />BLDG - CSG <br />2625 S Hickory St <br />4/14/2025