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CITY OF SANTA ANA <br />Planning and Building Agency <br />- GENERAL <br />1- ALL NOTES ARE APPLICABLE UNLESS OTHERWISE NOTED ON DRAWINGS OR IN <br />SPECIFICATIONS. <br />2- TYPICAL DETAILS AND SECTIONS SHALL APPLY WHERE SPECIFIC DETAILS ARE NOT <br />SHOWN ON THE DRAWINGS, AND ONLY WHERE A REFERENCE TO THESE DETAILS AND <br />SECTIONS IS MADE, <br />3- DO NOT SCALE FROM DRAWINGS, ALL DIMENSIONS SHOULD BE READ OR COMPUTED. <br />4- ALL STRUCTURAL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH SPECIFICATIONS, <br />ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. <br />5- REFER TO ARCHITECTURAL PLANS FOR FLOOR DEPRESSIONS, OPENINGS, SLOPES, <br />DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON -BEARING PARTITIONS, ETC. REFER TO <br />MECHANICAL AND ELECTRICAL PLANS FOR SLEEVES, OPENINGS, AND HANGERS FOR <br />PIPES, DUCTS AND EQUIPMENT. <br />6- THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND <br />CONDITIONS WHICH IMPACT THE WORK. FIELD VERIFY SIZES, ELEVATIONS, HOLE <br />LOCATIONS, ETC. PRIOR TO FABRICATION. <br />7- SITE VISITS PERFORMED BY BUILDING ENGINEER OF RECORD DO NOT INCLUDE <br />OBSERVATION OF MEANS AND METHODS OF CONSTRUCTION PERFORMED BY <br />CONTRACTOR. <br />8- STRUCTURAL OBSERVATIONS PERFORMED BY BUILDING ENGINEER OF RECORD DURING <br />CONSTRUCTION DO NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY <br />THE BUILDING NSPECTOR OR THE DEPUTY INSPECTOR. OBSERVATIONS ALSO DO NOT <br />GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS <br />SUPERVISION. <br />9- SHOP DRAWINGS WILL NOT BE PROCESSED DUE TO INCOMPLETENESS, LACK OF <br />COORDINATION WITH RELEVANT PORTION OF CONTRACT DOCUMENTS, LACK OF <br />CALCULATIONS IF REQUIRED AND WHERE DEVIATIONS, MODIFICATIONS AND <br />SUBSTITUTIONS ARE INDICATED WITHOUT PRIOR WRITTEN APPROVAL FROM ARCHITECT <br />/ ENGINEER. <br />10- SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS ALL <br />INTERIOR AND EXTERIOR NONBEARING PARTITIONS. ALL CONCRETE CURBS, SLOPES. <br />DEPRESSED AREAS, INSERTS, STAIR FRAMING AND DETAILS DIMENSIONS, ETC.. EXCEPT <br />AS SHOWN ON STRUCTURAL DRAWINGS. <br />11- DIMENSIONS, LOCATION, LEVEL AND ANCHOR BOLTS DIAMETERS, DIMENSIONS, AND <br />LOCATIONS OF EQUIPMENT FOUNDATIONS SHALL BE DEFINED ACCORDING TO THE <br />SPECIFICATION OF THE EQUIPMENT 'S MANUFACTURERS. <br />12- STRUCTURAL ELEMENTS SUBJECTED TO ELEVATORS LOADS (GUIDE RAIL <br />SUPPORTS & FOOTINGS, BUFFERS AND TRACTION EQUIPMENTS) SHALL BE CHECKED <br />ACCORDING TO THE CHOSEN TYPES MANUFACTURER'S SPECIFICATIONS. <br />13- ALL CONSTRUCTION MATERIALS TO WHICH REFERENCE IS MADE ON THE DRAWINGS <br />AND IN THE TYPICAL DETAILS SHALL CONFORM TO THE APPLICABLE CODES AND <br />STANDARDS FOR CONSTRUCTION AND TO THE SPECIFICATIONS. <br />14- ALL INVERTED BEAMS TO BE MONOLITHICALLY POURED WITH SLABS. <br />15- ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD AND ANY <br />DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. <br />16- THE CONSTRUCTION LOAD ON THE FLOORS SHOULD NOT EXCEED THE SPECIFIED LIVE <br />LOADS DURING ANY STAGE OF CONSTRUCTION THE CONTRACTOR SHOULD PREPARE ALL <br />THE SHOP DRAWINGS FOR SHORING AND STAGING WHICH SHALL COME ON ANY FLOOR <br />BEFORE CONSTRUCTION PROCEEDS. <br />CODES AND REFERENCES <br />— BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY <br />ACI 318-19 <br />— CALIFORNIA BUILDING CODE 2022 <br />— MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE7-16 <br />— AMERICAN STANDARD FOR TESTING AND MATERIAL. <br />— NATIONAL DESIGN SPECIFICATION FRO WOOD CONSTRUCTION NDS-2018 <br />— AISC — MANUAL OF STEEL CONSTRUCTION — ALLOWABLE STRESS DESIGN FOR <br />STEEL CONSTRUCTION, 15 th EDITION. <br />I nArlC <br />1. BUILDING CODE: <br />ALL WORK SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE 2021 INTERNATIONAL BUILDING <br />CODE INCLUDING LOCAL BUILDING OFFICIAL AMENDMENTS AND 2022 CALIFORNIA BUILDING CODE. <br />2. VERTICAL LOADS: <br />LIVE LOAD DEAD LOAD <br />ROOF LOAD 20 PSF 15 PSF <br />FLOOR LOAD 40 PSF 15 PSF <br />B— LATERAL LOADS : <br />WIND LOADS : <br />1— BASIC WIND SPEED (3 SEC GUST)-----------------110 MPH <br />2— BUILDING RISK CATEGORY ---------------------- II, STANDARD <br />3— WIND EXPOSURE-----------------------------C <br />4— WORKING STRESS LEVEL BASE SHEAR Vw---------- 7.5 KIPS <br />SIESMIC LOADS : <br />— SITE CLASS ---------- <br />- SEISMIC DESIGN CATEGORY <br />—Fa ------------------------- <br />-Fv ------------------------ <br />-Ss ------------------------ <br />—S1------------------------ <br />—leq-------------------------------------- <br />1.0 <br />—Sds------------------------------------- <br />1.065 <br />—Sd1-------------------------------------- <br />0.476 <br />—Sms------------------------------------- <br />1.598 <br />—Sm1-------------------------------------- <br />1.598 <br />—W--------------------------------------- <br />33.3 KIPS <br />—Cs--------------------------------------- <br />0.117 <br />—p--------------------------------------- <br />1.3 <br />—V--------------------------------------- <br />5.1 KIPS <br />FOR P�pEngineeringt <br />J��'ICE <br />15041 Genoa Cir, <br />Master I <br />Huntinggton Beach, CA 92647 <br />T: (714) 519-5027 <br />E: atefg®fastructural.com <br />Date: <br />www.fastructural.com <br />,S <br />No. 84252 <br />l Z' <br />5�5 �IIVL <br />,i / <br />Project Name <br />z <br />Q <br />N <br />W <br />� <br />z <br />= <br />� <br />0O <br />o_ <br />Q <br />-� <br />.. <br />J <br />OT) <br />Q <br />0 <br />W <br />0 <br />�U <br />Qz <br />0 <br />Lu <br />3: <br />_J <br />DQ <br />O <br />CC <br />0 <br />4_1 <br />= <br />G <br />J <br />C) <br />N <br />V) <br />z <br />Q <br />Project ID <br />01-23 <br />Drawing Title <br />J <br />W <br />� Z <br />H <br />DATE <br />R-2 <br />05-14-2025 <br />R-1 <br />11-07-2024 <br />R-0 <br />08-16-2024 <br />Rev. <br />Desciption <br />Date <br />Drawing No. <br />S�00 <br />