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PREFABRICATED OR SPECIALTY ITEMS AND THEIR COMPONENTS, WHICH ARE INDICATED <br />BY THE STRUCTURAL DRAWINGS TO BE DESIGNED BY OTHERS, MAY BE SUBMITTED TO <br />THE ARCHITECT AND/OR E.O.R. FOR REVIEW AS A DEFERRED SUBMITTAL PROVIDED THAT <br />SUCH SUBMITTAL IS AUTHORIZED BY THE BUILDING DEPARTMENT. DEFERRED <br />SUBMITTALS REQUIRED TO BE SUBMITTED TO THE E.O.R. SHALL INCLUDE BUT NOT BE <br />LIMITED TO: <br />STRUCTURAL STEEL TO BE SUPPLIED DETAILED, FABRICATED AND ERECTED IN <br />ACCORDANCE WITH AISC SPECIFICATIONS. <br />NON-SHRINK GROUT BENEATH COLUMN BASES OR BEARING PLATES SHALL BE 5000 <br />PSI(MIN.) NON-SHRINK SHALL BE INSTALLED IMMEDIATELY AFTER COLUMN IS PLUMBED. <br />CONTRACTOR SHALL NOT LOAD COLUMN ANCHOR BOLTS UNDER PLACEMENT OF <br />NON-SHRINK GROUT WITHOUT TAKING APPROPRIATE MEASURES TO PREVENT BUCKLING <br />OF ANCHOR BOLTS UNDER CONSTRUCTION LOADS. <br />CONTINUOUS AND PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE WORK AS <br />DESCRIBED IN IBC/CBC CHAPTER 17, SEE INSPECTION SCHEDULE BELOW, ONLY CHECKED <br />ITEMS ARE REQUIRED. <br />APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH THE <br />PLANS OR SPECIFICATIONS, ANY DETAIL THAT FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE <br />REFERRED TO THE STRUCTURAL ENGINEER FOR INTERPRETATION OR CLARIFICATION. <br />SPECIAL INSPECTION PER AISC 360 / AISC 341 IS REQUIRED FOR ALL STRUCTURAL STEEL <br />WELDING, BOLTING. <br />STRUCTURAL WOOD, PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEARWALLS, <br />SHEAR PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER <br />FASTENING OF COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM, INCLUDING WOOD <br />SHEARWALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS, AND HOLD-DOWNS, <br />EXCEPTION: SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEARWALLS, SHEAR PANELS <br />AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO OTHER <br />COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM, WHERE THE FASTENER SPACING OF <br />THE SHEATHING IS MORE THAN 4 INCHES ON CENTER. INSPECTIONS SHALL BE PERFORMED <br />BEFORE COVERING. <br />1.1. <br />1. <br />SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOP DRAWINGS <br />ARE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS. <br />DESIGN ACCURACY OF SUCH PRODUCT, DIMENSIONS AND QUANTITY OF THE PRODUCT <br />IS NOT REVIEWED BY E.O.R. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE <br />CONTRACTOR. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT <br />DRAWINGS SHALL BE CLOUDED. ANY OF THE AFOREMENTIONED SHALL NOT BE <br />CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS SPECIFICALLY NOTED <br />ACCORDINGLY. <br />3. <br />PROVIDE THE FOLLOWING MATERIALS FOR STRUCTURAL STEEL, UNO:2. <br />ROLLED WIDE FLANGE SECTIONS <br />HOLLOW STRUCTURAL SECTIONS (HSS), <br />SQUARE AND RECT. <br />ASTM A992 (Fy = 50 ksi) <br />ASTM A500, GR.B (Fy = 46 KSI) <br />STEEL PIPE ASTM A53, GR B (Fy=35 KSI) <br />HOLLOW STRUCTURAL SECTION (HSS), <br />ROUND <br />ASTM A500, GR. B (Fy=42 KSI) <br />HP SECTIONS ASTM A572, GR.50 (Fy=50 KSI) <br />PLATES, ANGLES, CHANNELS & TEES ASTM A36 <br />MACHINE BOLTS ASTM A307 <br />HIGH STRENGTH BOLTS ASTM A325, Type N, A490 <br />WELDED HEADED STUDS ASTM A108 / A1044 <br />HOLES FOR BOLTS SHOULD BE DRILLED OR PUNCHED & SHALL BE 1/16" LARGER THAN <br />BOLT DIAMETER. <br />ALL STRUCTURAL WELDING PROCEDURES AND MATERIALS SHALL CONFORM TO BUILDING <br />CODE, CHAPTER 22. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. <br />ALL TESTING AND INSPECTION OF SHOP AND FIELD WELDING OPERATIONS SHALL BE <br />MADE BY A CERTIFIED WELDING INSPECTOR WHICH ARE APPROVED BY THE BUILDING <br />OFFICIAL. <br />3. <br />4. <br />5. <br />WELDING SHALL CONFORM THE LATEST EDITION OF AWS D1.1 AND SHALL USE EITHER <br />THE SHIELDED OR FLUX CORE METHODS. ELECTRODES USED SHALL BE E70XX, E71-T8 <br />OR E70-T6. ALL WELDING SHALL BE PERFORMED BY QUALIFIED AND CERTIFIED WELDERS. <br />6. <br />ALL FABRICATIONS SHALL BE DONE IN A SHOP OF AN APPROVED AND LICENSED <br />FABRICATOR BY AISC AND/OR LOCAL JURISDICTION. STRUCTURAL STEEL SHOP <br />DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND <br />APPROVAL PRIOR TO FABRICATION. <br />7. <br />THE SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE ORIGINAL CONTRACT <br />DRAWINGS. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW <br />SHALL BEAR THE SEAL OF AN APPROPRIATELY REGISTERED ENGINEER. ENGINEERING <br />SYSTEM SOLUTIONS SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING <br />DESIGNS PERFORMED BY OTHERS. <br />4. <br />SHOP DRAWINGS SHALL REFERENCE DATE AND DELTA (IF ANY) OF CONTRACT DRAWINGS.5. <br />ALL DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS PREPARED IN <br />ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND STAMPED BY AN <br />APPROPRIATELY LICENSED PROFESSIONAL ENGINEER. SUBMITTALS SHALL SHOW <br />LOCATION AND MAGNITUDE OF LOADS, SIZE AND CONFIGURATIONS OF MEMBERS, AND <br />COMPATIBILITY WITH THE PRIMARY STRUCTURAL SYSTEM. <br />2. <br />CONTRACTOR RESPONSIBLE FOR CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING <br />SYSTEM/COMPONENT LISTED IN THIS STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A <br />WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR <br />TO THE COMMENCEMENT OF WORK ON SUCH A SYSTEM OR COMPONENT PER SEC <br />1704.4. <br />WHERE FABRICATION OF MEMBERS AND ASSEMBLIES IS PERFORMED ON THE PREMISES OF A <br />FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED BY <br />THIS SECTION, UNLESS THE FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH <br />WORK WITHOUT SPECIAL INSPECTION, APPROVAL SHALL BE BASED UPON REVIEW OF THE <br />FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING <br />OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY, AT COMPLETION <br />OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE <br />TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH <br />THE APPROVED CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE OF <br />VERIFYING APPROVAL OF FABRICATOR. <br />2. <br />3. <br />4. <br />5. <br />6. <br />STRUCTURAL STEEL <br />8. <br />WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC INSPECTIONS NEED NOT TO <br />HAVE CONTINUOUS SPECIAL INSPECTION WHEN THE WELDING IS PERFORMED IN AN <br />APPROVED FABRICATOR'S SHOP. FABRICATOR SHALL SUBMIT A CERTIFICATE OF <br />COMPLIANCE IN ACCORDANCE WITH CBC SECTION 1704.2. <br />9. <br />ALL FULL PENETRATION GROOVE WELDS FOR MOMENT CONNECTIONS SHALL BE <br />ULTRASONICALLY INSPECTED BY AN APPROVED TESTING AGENCY AND SHALL CONFORM <br />TO THE LATEST EDITION OF AWS D1.1, SECTIONS 5 & 6. <br />10. <br />STEEL FABRICATOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND <br />STRUCTURAL DRAWINGS AND COORDINATE WITH MECHANICAL DRAWINGS AND <br />SUB-CONTRACTOR FOR SIZE, LOCATION OF ALL MECHANICAL UNITS AND OPENINGS. <br />11. <br />ALL MISC. FILLET WELDS NOT NOTED, INCLUDING THOSE FOR STIFFENERS, MISC. PLATES, <br />ETC. SHALL BE PER AISC 360, TABLE J2.4. <br />12. <br />WELDED MEMBERS AND CONNECTIONS IN THE SEISMIC LOAD RESISTING SYSTEM SHALL <br />BE SUBJECT TO AWS D1.8 REQUIREMENTS. <br />13. <br />NUTS ASTM A563 <br />ANCHOR RODS/BOLTS ASTM F1554, GR. 36 OR 55 <br />SUBMITTALS AND SHOP DRAWINGS <br />STATEMENT OF SPECIAL INSPECTION: <br />THE SPECIAL INSPECTOR SHALL BE A QUALIFIED INDIVIDUAL WHO WILL DEMONSTRATE <br />COMPETENCE, AND KNOWLEDGE TO THE BUILDING OFFICIAL, FOR THE SPECIFIC TYPE OF SPECIAL <br />INSPECTION REQUIREMENT REQUIRED PER SCHEDULE BELOW. <br />7. <br />WOOD SPECIAL INSPECTIONS SHALL BE PER CBC SECTION 1705.5.8. <br />SPECIAL INSPECTIONS FOR WIND AND SEISMIC RESISTANCE SHALL BE PER SECTION 1705.12 <br />AND 1705.13 RESPECTIVELY. <br />9. <br />REQ'D(?) <br />STATEMENT OF SPECIAL INSPECTIONS <br />(ONLY INDICATED ITEMS ARE REQUIRED) <br />INSPECTION ITEMS SPECIAL INSPECTORS <br />(NAME, PHONE#, REGISTRATION#) <br />STRUCTURAL STEEL (1705.2.1) <br />STEEL FRAME JOINT DETAILS <br />COLD-FORMED STEEL DECK (1705.2.3) <br />OPEN-WEB STEEL JOISTS AND <br />JOISTS GIRDERS (1705.2.4) <br />REINFORCING STEEL AND <br />PRE-STRESSING STEEL TENDONS <br />SHOTCRETE (CURING TEMPERATURE, <br />DESIGN MIX, PLACEMENT, STRENGTH <br />ETC. PER TABLE 1705.3) <br />COLD-FORMED STEEL TRUSSES SPANNING <br />>= 60 FT (1705.2.5) <br />CONCRETE CONSTRUCTION (DESIGN MIX, <br />FORMWORK, PLACEMENT, ETC. PER TABLE <br />1705.3) (SEE 1705.3 EXCEPTIONS) <br />STRUCTURAL WELDING/REBAR WELDING <br />ALL MASONRY CONSTRUCTION (1705.4) <br />WOOD FOR HIGH LOAD DIAPHRAGMS <br />(1705.5.1) <br />METAL-PLATE-CONNECTED WOOD <br />TRUSSES SPANNING >=60 FT (1705.5.2) <br />SOILS (EXCAVATION, FILL, ETC. PER <br />1705.6) (SEE 1705.6 EXCEPTIONS) <br />DRIVEN PILES PER 1705.7 <br />CAST IN PLACE PILES PER 1705.8 <br />HELICAL PILE FOUNDATIONS PER 1705.9 <br />ERECTION OF PRE- CAST CONCRETE MEMBERS <br />BOLTS INSTALLED IN CONCRETE <br />HIGH STRENGTH BOLTING/MATERIAL <br />VERIFICATION <br />WOOD DIAPHRAGM AND SHEAR WALLS* <br />*: FOR STRUCTURAL OBSERVATION OF WOOD DIAPHRAGMS AND SHEAR WALLS, CONTACT E.O.R. <br />FOR SCHEDULE. <br />EPOXY/ POST INSTALLED ANCHORSYES <br />SHEET NO.: <br />PROJECT MANAGER: <br />S.W. <br />DATE: <br />JOB NO.: 25263 <br />04/01/2026 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />A <br />d <br />d <br />r <br />e <br />s <br />s <br />: <br />TE <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br /> <br />( <br />P <br />H <br />A <br />S <br />E <br /> <br />3 <br />) <br />29 <br />0 <br />9 <br /> <br />D <br />A <br />I <br />M <br />L <br />E <br />R <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br /> <br />S <br />A <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 />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />a <br />m <br />e <br />: <br />54312 <br />R <br />E <br /> <br />V <br /> <br />I <br /> <br />S <br /> <br />I <br /> <br />O <br /> <br />N <br />DA <br />T <br />E <br /> <br /> <br /> <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />6 <br />Core Structure, Inc. <br />From The Ground Up <br />STAMPED 04/01/2026 <br />201 E Sandpointe Ave. <br />Suite #400 <br />Santa Ana, CA 92707 <br />Phone: 949-954-7244 <br />info@corestructure.com <br />04 <br />/ <br />0 <br />1 <br />/ <br />2 <br />0 <br />2 <br />6 <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />A <br />R <br />T <br />M <br />E <br />N <br />T <br /> <br />C <br />O <br />R <br />R <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br />GE <br />N <br />E <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br /> <br />& <br />RE <br />Q <br />U <br />I <br />R <br />E <br />M <br />E <br />N <br />T <br />S <br />S-0.11