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GENERAL REQUIREMENTS 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, PROJECT BOUNDARIES AND EXISTING CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL CROSS-CHECK DETAILS AND DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH RELATED REQUIREMENTS ON OTHER CONSTRUCTION DOCUMENTS. 2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OF RECORD (SEOR) OF ANY CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND OTHER CONSTRUCTION DOCUMENTS OR EXISTING CONDITIONS. THE CONTRACTOR SHALL NOT ORDER MATERIAL, FABRICATE ELEMENTS, OR CONSTRUCT ANY PORTION OF STRUCTURE THAT IS IN CONFLICT UNTIL RESOLUTION IS MADE. 3. WHEN DIMENSIONS ARE UNCLEAR, REQUEST CLARIFICATION FROM THE SEOR AND ARCHITECT. DO NOT SCALE DRAWINGS. UNLESS NOTED OTHERWISE, PLAN DIMENSIONS INDICATE CENTERLINE OF BEAMS AND COLUMNS, LIGHT- FRAMED WALLS ARE DIMENSIONED TO FACE OF STUDS, AND FOOTINGS ARE CENTERED UNDER THE ELEMENTS THEY SUPPORT. 4. WHERE INFORMATION IS CONFLICTING WITHIN THE STRUCTURAL DOCUMENTS, SPECIFIC DETAILS SHALL GOVERN OVER TYPICAL DETAILS, WHICH HAVE PRECEDENCE OVER THESE NOTES, WHICH IN TURN OVERRULE PROJECT SPECIFICATIONS. 5. DETAILS NOTED AS TYPICAL ON STRUCTURAL SHEETS SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. WHERE NO DETAIL IS INDICATED, CONSTRUCTION SHALL BE OF THE SAME NATURE AS FOR SIMILAR CASES OF CONSTRUCTION ON THIS PROJECT. 6. THE ARCHITECT AND SEOR SHALL INTERPRET THE CONSTRUCTION DOCUMENTS IN CASE OF POSSIBLE CONFLICT OR DISCREPANCY BETWEEN STRUCTURAL AND OTHER DISCIPLINES. 7. THE CONTRACTOR SHALL PROVIDE ALL NEW (N) MATERIALS TO PERFORM THE WORK INDICATED ON STRUCTURAL DOCUMENTS UNLESS NOTED AS EXISTING (E) OR SUPPLIED BY OTHERS. WRITTEN APPROVAL FROM THE SEOR SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL OR PRODUCT SPECIFIED ON THE STRUCTURAL DOCUMENTS. 8. STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN OF TEMPORARY ERECTION AIDS, FORMWORK, SCAFFOLDING, SAFETY MEASURES, SHORING OF ANY PORTION OF WORK, AND PROTECTION OF ADJACENT PROPERTIES. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. VISITS TO THE SITE BY THE SEOR SHALL NOT INCLUDE OBSERVATION OR INSPECTION OF THE ABOVE ITEMS AND DO NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES FOR THE ABOVE. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA, LATEST EDITION, AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. THE SEOR AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE. 10. ALL STRUCTURAL FRAMING SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING SHALL BE INSTALLED AND LEFT IN PLACE UNTIL ADEQUATE STRUCTURE IS CONSTRUCTED FOR STABILITY. 11. CONSTRUCTION MATERIALS AND ERECTION LOADS SHALL BE DISTRIBUTED WHEN PLACED ON THE STRUCTURE SUCH THAT THEY DO NOT EXCEED DESIGN LIVE LOADS OR RESULT IN AN UNBALANCED CONDITION. MAXIMUM PERMANENT EQUIPMENT WEIGHTS, POSTED LOAD LIMITS OR OTHER RESTRICTIONS NOTED ON THE STRUCTURAL DRAWINGS SHALL NOT BE EXCEEDED WITHOUT PRIOR WRITTEN APPROVAL BY THE SEOR. UNLESS SPECIFICALLY STATED, THE STRUCTURE IS NOT DESIGNED TO SUPPORT TRAFFIC FROM CRANES OR OTHER HEAVY CONSTRUCTION VEHICLES. 12. FLOOR, ROOF AND WALL OPENINGS, SLEEVES, INSERTS, EMBEDS, CONDUITS AND OTHER DISCIPLINE REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION. THE EXACT DEPTH, EXTENT, AND LOCATION OF ALL FLOOR OR ROOF DEPRESSIONS, SLOPES, CURBS, PADS, TRENCHES, DRAINS AND OTHER FEATURES SHALL BE COORDINATED WITH THE CONSTRUCTION DOCUMENTS. THE STRUCTURAL DRAWINGS DO NOT NECESSARILY INDICATE ALL OF THESE ITEMS. 13. CORE DRILLING OF CONCRETE OR MASONRY IS NOT PERMITTED WITHOUT PRIOR APPROVAL BY THE SEOR. CORES, WHERE APPROVED SHALL NOT CUT REINFORCEMENT. THE CONTRACTOR SHALL PRESENT ALL CORES TO THE INSPECTOR OF RECORD (IOR) FOR VERIFICATION. 14. STRUCTURAL DRAWINGS INDICATE THE APPROXIMATE LOCATION OF EQUIPMENT AND THEIR SECONDARY FRAMING SUPPORTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN SUBCONTRACTORS AND CRAFTS IN ORDER TO PROVIDE NECESSARY DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES AND DETAILERS INVOLVED. 15. PROVIDE A SHIM SPACE AT HEADERS AND JAMBS TO ALLOW FOR SETTLEMENT AND MOVEMENT OF FRAMING. INSTALL WINDOWS, DOORS AND OTHER INSET ITEMS IN WALLS AFTER BUILDING LOADS ARE FULLY APPLIED. 16. EXPANSION AND SEPARATION JOINT DIMENSIONS SHOWN INDICATE THE CLEAR DISTANCE REQUIRED. COMPONENTS COVERING OR CROSSING SUCH JOINTS MUST ACCOMMODATE THE JOINT FULLY CLOSING OR OPENING TO TWICE THE DIMENSION SHOWN, AS WELL AS RELATIVE LATERAL MOVEMENT ALONG THE JOINT. ALL PIPES, DUCTS, CONDUIT, ETC., CROSSING SUCH JOINTS SHALL HAVE FLEXIBLE LINES WITH ADEQUATE RANGE OF MOTION. STRUCTURAL DESIGN CRITERIA__________________________________________________________ CODES:DESIGN IS BASED ON THE 2022 CALIFORNIA BUILDING CODE LIVE LOADS (REDUCIBLE, UNO): ROOF, UNIFORM..................................................................................................................20 PSF TYPICAL OFFICE, UNIFORM + PARTITION ALLOWANCE................50 PSF + 15 PSF = 65 PSF WIND LOADS: RISK CATEGORY...........................................................................................................................II EXPOSURE....................................................................................................................................B ULTIMATE DESIGN WIDE SPEED, Vult............................................................................95 MPH INTERNAL PRESSURE COEFFICIENT, G Cpi.......................................................................± 0.18 EARTHQUAKE LOADS: RISK CATEGORY..........................................................................................................................II SEISMIC IMPORTANCE FACTOR, Ie.........................................................................................1.0 SITE CLASSIFICATION................................................................................................D-DEFAULT SPECTRAL ACCEL PARAMETERS (USGS ‘08)........................................SS = 1.265, S1 = 0.454 DESIGN SPECTRAL ACCEL PARAMETERS.........................................SDS = 1.012, SD1 = 0.562 SEISMIC DESIGN CATEGORY.....................................................................................................D SEISMIC FORCE RESISTING SYSTEM(S): NON STRUCTURAL COMPONENTS STRUCTURAL SUBMITTALS 1. REVIEW OF SHOP DRAWINGS AND SUBMITTALS BY THE SEOR IS FOR GENERAL CONFORMANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. SEE THE STRUCTURAL SUBMITTAL SCHEDULE AND PROJECT SPECIFICATIONS FOR REQUIREMENTS. 2. SHOP DRAWINGS FOR ITEMS SPECIFIED ON THE STRUCTURAL DOCUMENTS SHALL BE SUBMITTED TO THE SEOR FOR REVIEW PRIOR TO FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS, AND ALL ERRORS OF DETAILING, FABRICATION, AND FIT UP OF STRUCTURAL MEMBERS INCLUDING COORDINATION WITH OTHER TRADES. 3. SHOP DRAWINGS SUBMITTED TO THE SEOR SHALL CONSIST OF ELECTRONIC FILES AND/OR TWO HARDCOPY SETS. ALLOW 10 BUSINESS DAYS FOR REVIEW BY THE SEOR UPON RECEIPT UNLESS ADVANCE NOTICE IS PROVIDED AND A REDUCED TIMEFRAME AGREED UPON. THE SEOR WILL RETURN ONE SET OF REVIEWED ELECTRONIC FILES OR HARDCOPY. SCHEDULE ALLOWANCE FOR REVIEWS AND PROCESSING TIME BY THE ARCHITECT, OWNER OR OTHER DISCIPLINES MAY BE REQUIRED. 4. SHOP DRAWINGS AND SUBMITTALS DO NOT CONSTITUTE CHANGE ORDERS. ANY PROPOSED DEVIATION FROM THE STRUCTURAL DOCUMENTS MUST BE SUBMITTED IN WRITING AS A REQUEST FOR SUBSTITUTION FOR APPROVAL BY THE SEOR. 5. SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL DOCUMENTS MAY BE CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR GREATER CAPACITY AND PERFORMANCE. CURRENT EVALUATION REPORTS AND PRODUCT INFORMATION SHALL BE PROVIDED TO THE SEOR DEMONSTRATING EQUIVALENT QUALITIES OF THE MATERIAL TO BE SUBSTITUTED. 6. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC- LATERAL FORCE RESISTING SYSTEM (LFRS), DESIGNATED SEISMIC SYSTEM, OR A WIND- OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR’S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. THE STRUCTURAL SUBMITTAL SCHEDULE BELOW IS A SUMMARY LIST AND MAY NOT BE ALL INCLUSIVE OF SUBMITTALS REQUIRED FOR THIS PROJECT. PROVIDE ALL SUBMITTALS NOTED ON THE CONTRACT DOCUMENTS AND AS REQUIRED BY THE ARCHITECT, BUILDING OFFICIAL AND OWNER’S REPRESENTATIVE. STRUCTURAL SUBMITTAL SCHEDULE GENERAL REQ’D: QUALIFICATION DATA FOR APPROVED INSTALLERS AND FABRICATORS REQ’D: CERTIFICATES OF CONFORMANCE FOR PREFABRICATED MEMBERS REQ’D: STATEMENT OF RESPONSIBILITY FOR LFRS CONSTRUCTION CONCRETE FORMWORK NOT REQ’D: MANUFACTURER’S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR PROPRIETARY MATERIALS INCLUDING FORM COATINGS, MANUFACTURED FORM SYSTEMS, TIES AND ACCESSORIES NOT REQ’D: SHOP DRAWINGS FOR FABRICATION AND ERECTION OF FORMWORK AND SHORING CONCRETE REINFORCEMENT REQ’D: MANUFACTURER’S PRODUCT DATA, SPECIFICATIONS AND INSTALLATION PROCEDURES FOR PROPRIETARY MATERIALS AND REINFORCEMENT REQ’D: STEEL PRODUCER’S CERTIFICATES OF MILL ANALYSIS, TENSILE AND BEND TESTS REQ’D: SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT CAST-IN-PLACE CONCRETE REQ’D: DESIGN MIX FOR EACH CONCRETE MIXTURE, INDICATING LOCATION OF USE REQ’D: MATERIAL CERTIFICATES FOR CEMENT, AGGREGATES AND ADMIXTURES REQ’D: TEST CERTIFICATES FOR NON-POTABLE MIX WATER REQ’D: SHOP DRAWINGS FOR PROPOSED LOCATIONS OF CONSTRUCTION AND CONTROL JOINTS REQ’D: MINUTES FROM PREINSTALLATION CONFERENCE NOT REQ’D: MANUFACTURER’S PRODUCT DATA FOR WATERSTOPS, BONDING AGENTS, VAPOR RETARDERS, JOINT FILLER, CURING MATERIALS AND FLOOR TREATMENTS REQ’D: CERTIFICATION OF INSTALLERS FOR OVERHEAD ADHESIVE ANCHORS REQ’D: SHOP DRAWINGS FOR SHOTCRETE TEST PANELS AND MOCKUPS REQ’D: SHOTCRETE CONTRACTOR AND NOZZLEMENT QUALIFICATIONS MASONRY NOT REQ’D: DESIGN MIX FOR GROUT NOT REQ’D: MATERIAL TEST REPORTS STRUCTURAL STEEL REQ’D: MANUFACTURER’S MILL CERTIFICATES REQ’D: MILL TEST REPORTS REQ’D: SHOP DRAWINGS FOR FABRICATION AND ASSEMBLY OF MEMBERS REQ’D: ERECTION PLAN SEQUENCE AND PROCEDURES REQ’D: TEST REPORTS FOR SHOP AND FIELD WELDED AND BOLTED CONNECTIONS STEEL JOISTS REQ’D: SHOP DRAWINGS INDICATING LAYOUT AND DETAILS NOT REQ’D: MANUFACTURER’S MILL CERTIFICATES NOT REQ’D: ENGINEERING CALCULATIONS STEEL DECK REQ’D: SHOP DRAWINGS INDICATING TYPE, LAYOUT, DETAILS AND OPENINGS LARGER THAN 1 FOOT COLD-FORMED METAL FRAMING NOT REQ’D: SHOP DRAWINGS INDICATING LAYOUT AND DETAILS NOT REQ’D: ENGINEERING CALCULATIONS WELDING REQ’D: WELDING PROCEDURE SPECIFICATIONS (WPS) REQ’D: CERTIFICATES FOR ALL WELDERS VERIFYING CURRENT AWS QUALIFICATIONS ROUGH CARPENTRY NOT REQ’D: PRODUCT DATA FOR TREATMENTS AND PRESERVATIVES NOT REQ’D: MATERIAL CERTIFICATES FOR DIMENSION LUMBER PREFABRICATED WOOD PRODUCTS NOT REQ’D: SHOP DRAWINGS INDICATING LAYOUT AND DETAILS NOT REQ’D: ENGINEERING CALCULATIONS GLUE-LAMINATED BEAMS NOT REQ’D: SHOP DRAWINGS INDICATING LAYOUT NOT REQ’D: CERTIFICATE OF CONFORMANCE M/E/P COORDINATION REQ’D: SHOP DRAWINGS OF PROPOSED LAYOUT OF PIPES, DUCTS AND CONDUIT INDICATING DETAILS OF PENETRATIONS THROUGH STRUCTURE; GRAVITY AND SEISMIC FORCES OF SUPPORTS AND BRACING ON STRUCTURE DEFERRED APPROVALS REQ’D: DRAWINGS, AND AS APPLICABLE, STRUCTURAL DESIGN CALCULATIONS FOUNDATIONS REQ’D: INSTALLATION PLAN FOR PILES / MICROPILES REQ’D: AS BUILT RECORD SURVEY FOR PILES / MICROPILES SPECIAL INSPECTIONS SCHEDULE SOILS SUPPORTING FOUNDATIONS PERIODIC: VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL PERIODIC: VERIFY MATERIALS BELOW FOOTING ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. PERIODIC: PRIOR TO PLACEMENT OF CONTROLLED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY CONTINUOUS: VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILLS PERIODIC: PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS STRUCTURAL CONCRETE AND REINFORCEMENT PERIODIC: INSPECTIONS OF REINFORCING STEEL AND PLACEMENT PERIODIC: INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE PERIODIC: INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED PERIODIC: VERIFY USE OF REQUIRED DESIGN MIX PERIODIC: VERIFY COMPLIANCE OF NON-POTABLE MIX WATER CONTINUOUS: INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES CONTINUOUS: SAMPLING FRESH CONCRETE AND PERFORMING SLUMP AND AIR CONTENT TESTS & DETERMINING THE TEMPERATURE OF FRESH CONCRETE AT THE TIME OF MAKING SPECIMENS FOR STRENGTH TESTS PERIODIC: INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUE PERIODIC: VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS PERIODIC: ERECTION OF PRECAST CONCRETE MEMBERS PERIODIC: POST-INSTALLED AND ADHESIVE ANCHORS PERIODIC: VERIFY INSTALLER CERTIFICATIONS FOR OVERHEAD ADHESIVE ANCHORS CONTINUOUS: REBAR COUPLERS AND TERMINATORS, SELECT SPLICE SPECIMENS FOR TESTING CONTINUOUS: [DSA/OSHPD] POST-INSTALLED AND ADHESIVE ANCHORS STRUCTURAL STEEL PERIODIC: STRUCTURAL STEEL IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS PERIODIC: STRUCTURAL STEEL MANUFACTURER’S CERTIFIED MILL TEST REPORTS REQUIRED PERIODIC: INSPECTION OF STEEL FRAME BRACING & STIFFENER DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS PERIODIC: STEEL FRAME MEMBER LOCATIONS PERIODIC: APPLICATION OF JOINT DETAILS AT EACH CONNECTION PERIODIC: HIGH-STRENGTH BOLTS, NUTS, AND WASHERS IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS, MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED PERIODIC: INSPECTION OF HIGH-STRENGTH BOLTING BEARING-TYPE CONNECTIONS PERIODIC: INSPECTION OF SLIP-CRITICAL CONNECTIONS USING TURN-OF-NUT METHOD WITH MATCHMARKING, DIRECT TENSION INDICATOR METHOD, OR TWIST OFF BOLTS CONTINUOUS: INSPECTION OF SLIP-CRITICAL CONNECTIONS USING CALIBRATED WRENCH METHOD OR TURN-OF-NUT WITHOUT MATCHMARKING WELDING CONTINUOUS: COMPLETE AND PARTIAL PENETRATION GROOVE WELDS CONTINUOUS: FILLET WELDS > 5/16" AND MULTIPASS FILLET WELDS PERIODIC: FILLET WELDS ≤ 5/16" PERIODIC: METAL DECK WELDS PERIODIC: LIGHT GAUGE METAL WELDS PERIODIC: WELD FILLER MATERIAL IDENTIFICATION MARKINGS TO CONFORM TO AWS STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS, MANUFACTURE’S CERTIFICATION OF COMPLIANCE REQUIRED CONTINUOUS: WELDING OF REINFORCEMENT STEEL RESISTING SEISMIC FORCES, INDICATED ON PLANS AND DETAILS AS LFRS ELEMENT OR CONNECTIONS PERIODIC: VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706 CONTINUOUS: WELDING OF STIRRUPS, HOOPS OR TIES CONTINUOUS: REINFORCING WELDS IN CMU PERIODIC: ALL OTHER REINFORCEMENT WELDS, UNO ROUGH CARPENTRY / WOOD PERIODIC: FRAMING NAILS SIZE, TYPE AND FINISH PERIODIC: NAILING OF ROOF, WALL, & FLOOR SHEATHING PERIODIC: NAILING/BOLTING OF STRAPS, HOLDOWNS, BRACES AND DRAG STRUTS PERIODIC: MANUFACTURE OF STRUCTURAL GLUED-LAMINATED TIMBERS LARGER THAN 5-1/8" WIDE, 18" DEEP, OR CLEAR SPAN 32 FEET OR MORE PERIODIC: MANUFACTURE OF OPEN WEB TRUSSES PERIODIC: INSTALLATION OF TIMBER CONNECTORS PERIODIC: HIGH LOAD WOOD DIAPHRAGMS, VERIFY PANEL GRADE. THICKNESS, NOMINAL FRAMING SIZES AND FASTENERS PER APPROVED PLANS CONCRETE MASONRY PERIODIC: PROPORTIONS OF SITE- PREPARED MORTAR AND GROUT CONTINUOUS: PREPARATION OF GROUT & MORTAR SPECIMENS AND/OR PRISMS PERIODIC: VERIFICATION OF SIZE & LOCATION OF MASONRY UNITS PERIODIC: VERIFICATION OF SIZE, GRADE, TYPE AND PLACEMENT OF REINFORCING STEEL PERIODIC: VERIFICATION OF SIZE AND LOCATION OF ANCHORS OR EMBEDDED STRUCTURAL ELEMENTS INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION PERIODIC: CONSTRUCTION OF MORTAR JOINTS PERIODIC: GROUT SPACE CLEAN PRIOR TO GROUTING CONTINUOUS: GROUT PLACEMENT PER CONSTRUCTION DOCUMENTS & CODE COMPLIANCE PERIODIC: COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF CONSTRUCTION DOCUMENTS & APPROVED SUBMITTALS SHALL BE VERIFIED PERIODIC: PROTECTION OF MASONRY DURING COLD WEATHER BELOW 40˚F OR HOT WEATHER ABOVE 90˚F PERIODIC: POST-INSTALLED ANCHORS AND REINFORCEMENT CONTINUOUS: [DSA / OSHPD] POST-INSTALLED ANCHORS AND REINFORCEMENT COLD-FORMED STEEL FRAMING PERIODIC: SCREW ATTACHMENT, BOLTING, AND ANCHORING OF STRAPS, HOLDOWNS, BRACES, DRAG STRUTS, AND ROOF, WALLS AND FLOORS. PERIODIC: INSTALLATION OF STEEL DECKING PER SDI QA/QC STANDARDS STATEMENT OF SPECIAL INSPECTIONS 1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO DEMONSTRATES COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 2. SEE THE SPECIAL INSPECTIONS SCHEDULE AND PROJECT SPECIFICATIONS FOR REQUIREMENTS. IT IS SOLELY THE CONTRACTOR’S RESPONSIBILITY TO SEE THAT THESE INSPECTIONS ARE PERFORMED. 3. SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVED FABRICATORS MUST SUBMIT A CERTIFICATE OF COMPLIANCE FOR OFFSITE FABRICATIONS SUCH AS STRUCTURAL STEEL, PRECAST CONCRETE, GLUED LAMINATED TIMBER, ETC. 4. ALL INSPECTIONS SHALL BE PERFORMED BY INDEPENDENT SPECIAL INSPECTORS. JOB SITE VISITS BY THE STRUCTURAL ENGINEER OR BUILDING OFFICIAL DO NOT CONSTITUTE AND ARE NOT A SUBSTITUTE FOR INSPECTIONS BY A SPECIAL INSPECTOR. 5. ALL INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND SEOR. THE FINAL REPORTS BY THE SPECIAL INSPECTOR(S) MUST CERTIFY THAT THE ENTIRE STRUCTURAL SYSTEM COMPLIES WITH THE APPROVED PLANS AND SPECIFICATIONS. 6. WORK REQUIRING SPECIAL INSPECTION SHALL BE INSPECTED BY THE SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS PERFORMED AND AT THE COMPLETION OF WORK. CONTINUOUS INSPECTION CONSISTS OF FULL-TIME INSPECTION; PERIODIC INSPECTION CONSISTS OF PART-TIME OR INTERMITTENT INSPECTION. 7. THE SPECIAL INSPECTIONS SCHEDULE BELOW IS A SUMMARY LIST AND MAY NOT BE ALL INCLUSIVE OF INSPECTIONS REQUIRED FOR THIS PROJECT. THE CONTRACTOR SHALL CALL FOR ALL INSPECTIONS NOTED ON THE CONTRACT DOCUMENTS AND AS REQUIRED BY THE ARCHITECT, BUILDING OFFICIAL AND OWNER’S REPRESENTATIVE. No. 6250 FFOHSIB RYAN W. REGISTEREDPROFESSIONALENGINEER STRUCTURALSTATEOFCALIFORNIA DATE: FOR BRANDOW & JOHNSTON STRUCTURAL+CIVIL ENGINEERS (B&J HBK, INC.) 3300 IRVINE AVE. SUITE 245 NEWPORT BEACH, CALIFORNIA 92660 T:(949)862-8500 WWW.BJSCE.COM JOB#: 1 7 8 8 0 S k y P a r k C i r c l e , S u i t e 2 3 0 - I r v i n e , C A 9 2 6 1 4 t e l 9 4 9 . 5 5 3 . 8 9 0 0 a r c h i t e c t u r e i n t e r i o r d e s i g n p l a n n i n g DA I M L E R A C P L 30 0 9 D A I M L E R S T SA N T A A N A , C A 9 2 7 9 5 S0.1 GENERAL NOTES 07/23/24 NO. REMARKS DATE 60% COMPLETE SET 05/28/24 90% COMPLETE SET 07/12/24 ISSUE FOR BID 07/16/24 CITY SUBMITTAL 07/23/24 NON-STRUCTURAL COMPONENTS PERIODIC: ERECTION AND FASTENING OF EXTERIOR CLADDING, INTERIOR AND EXTERIOR NONBEARING WALLS, AND INTERIOR AND EXTERIOR VENEER GREATER 30' HEIGHTS, EXTERIOR WALLS GREATER THAN 5 PSF, AND INTERIOR WALLS MORE THAN 15 PSF PERIODIC: ANCHORAGE OF ELECTRICAL EQUIPMENT PERIODIC: ANCHORAGE OF SUSPENDED CEILING SYSTEMS PERIODIC: ANCHORAGE OF HVAC DUCTWORK THAT WILL CONTAIN HAZARDOUS MATERIALS PERIODIC: ANCHORAGE OF PIPING SYSTEMS AND MECHANICAL UNITS CONTAINING FLAMMABLE, COMBUSTIBLE OR HIGHLY TOXIC MATERIALS PERIODIC: ANCHORAGE OF ACCESS FLOORS AND ANCHORAGE OF STORAGE RACKS 8 FEET OR GREATER IN HEIGHT PERIODIC: FLEXIBLE CONNECTIONS OF UTILITIES CROSSING EXPANSION OR SEISMIC JOINTS PRESTRESSED CONCRETE PERIODIC: INSPECTION OF PRESTRESSNG TENDON PLACEMENT AND SIZES PERIODIC: VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE CONTINUOUS: APPLICATION OF PRESTRESSING LOADS CONTINUOUS: GROUTING OF BONDED PRESTRESSING TENDONS IN THE LFRS PIER FOUNDATIONS CONTINUOUS: OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH PIER CONTINUOUS: VERIFY PLACEMENTS, LOCATIONS AND PLUMBNESS, CONFIRM PIER DIAMETERS, BELL DIAMETERS, LENGTHS, EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE END BEARING STRATA CAPACITY PILE FOUNDATIONS CONTINUOUS: VERIFY PILE MATERIALS, SIZES AND LENGTHS COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS CONTINUOUS: DETERMINE CAPACITIES OF TEST PILES AND CONDUCT ADDITIONAL LOAD TESTS AS REQUIRED CONTINUOUS: OBSERVE DRIVING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH PILE CONTINUOUS: VERIFY PLACEMENT, LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND SIZE HAMMER, RECORD NUMBER OF BLOWS PER FOOT OF PENETRATION, DETERMINE REQUIRED PENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT ANY PILE DAMAGE LE A V E B L A N K F O R C I T Y S T A M P 3009 S Daimler St 11/18/2024