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TELECOMMUNICATIONS PROJECT MANAGEMENT
<br />16776 BERNARDO CENTER DRIVE, UNIT 203
<br />SAN DIEGO, CA 92128
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<br />SHEET TITLE:
<br />ISSUE STATUS
<br />DATEREV.DESCRIPTION BY
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<br />0 02/28/2024 90% CD REVIEW jd
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<br />A-0.1
<br />PROPRIETARY INFORMATION
<br />THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS
<br />IS PROPRIETARY TO VERIZON WIRELESS
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<br />Ren. 4-30-27
<br />No. C 11978
<br />LICENSED A RCHITECT
<br />STATE OF CALIFORNIA
<br />WILLIAM M. BOOTH
<br />STATEMENT OF SPECIAL INSPECTIONS
<br />STATEMENT OF
<br />SPECIAL INSPECTIONS
<br />1.STEEL FABRICATION SHALL BE DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. CBC 1704.2.5.
<br />THE FABRICATOR MUST BE APPROVED BY THE CITY OF SANTA ANA DEVELOPMENT SERVICES DIVISION FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATORS
<br />SHOP. A FABRICATOR IS CONSIDERED APPROVED BY THE CITY OF SANTA ANA WHEN IT IS LISTED BY A RECOGNIZED LISTING AGENCY.
<br />2.SPECIAL INSPECTIONS SPECIFIED IN CBC, CHAPTER 17 ARE NOT REQUIRED DURING FABRICATION OF BUILDING COMPONENTS WHERE SUCH FABRICATION IS PERFORMED ON THE PREMISES OF AN
<br />APPROVED FABRICATOR'S SHOP.
<br />3.NON-APPROVED FABRICATOR: FABRICATORS MAY BE PERMITTED TO PERFORM FABRICATION OF COMPONENTS FOR BUILDINGS AND STRUCTURES WITHIN THE PREMISES OF THEIR SHOP PROVIDED,
<br />SPECIAL INSPECTIONS AS NOTED ON THE APPROVED PLANS (CONTINUOUS OR PERIODIC) ARE PERFORMED DURING THE FABRICATION PROCESS BY SPECIAL INSPECTOR(S) REGISTERED BY THE CITY.
<br />4.FORMS TO COMPLETE: FABRICATORS OF BUILDING COMPONENTS SHALL COMPLETE THE FOLLOWING FORMS:
<br />A.ALL NON-APPROVED FABRICATORS SHALL COMPLETE AN 'APPLICATION TO PERFORM OFF-SITE FABRICATION ' AND SUBMIT TO THE CITY FOR APPROVAL PRIOR TO COMMENCING FABRICATION OF
<br />ANY COMPONENT. A SEPARATE APPLICATION MUST BE SUBMITTED FOR EACH SEPARATE PROJECT.
<br />B.ALL FABRICATORS, AFTER FABRICATION OF COMPONENTS IS COMPLETED, SHALL SUBMIT A 'CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION' TO THE CITY OF SANTA ANA INSPECTION
<br />SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES.
<br />5.ALL FABRICATED COMPONENTS DELIVERED TO THE JOB SITE SHALL BE MARKED OR LABELED TO CLEARLY IDENTIFY THEIR ORIGIN AND WHEN APPROPRIATE, THEIR INTENDED LOCATION IN THE
<br />STRUCTURE.
<br />6.NO FIELD WELDING SHALL BE PERMITTED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER UNLESS SPECIFICALLY DETAILED IN THESE PLANS.
<br />7.ALL WELDED CONNECTIONS SHALL CONFORM WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY AWS D1.1.
<br />8.THE WPS SHOULD BE DEVELOPED BY A COMPETENT WELDING ENGINEER AND AS A MINIMUM, SHALL INCLUDE THE FOLLOWING INFORMATION:
<br />9.WELD TABS AND BACK UP BARS SHOULD BE REMOVED FROM THE BEAM BOTTOM FLANGE AND THE ROOT WELD BACK-GOUGED AND TESTED FOR DEFECTS AND THEN REINFORCED WITH A FILLET
<br />WELD PER AWS D1.1 REQUIREMENTS.
<br />10.ALL WELD ELECTRODES SHALL BE LOW HYDROGEN E70XX UNLESS SPEIFICALLY NOTED OTHERWISE. THE FABRICATOR SHALL ALSO SUBMIT TO THE STRUCTURAL ENGINEER OF RECORD OR THE
<br />ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN A COPY OF ELECTRODE MANUFACTURER'S TECHNICAL INFORMATION TO CONFIRM WITH THE WELDING PARAMETERS LISTED IN THE
<br />WELDING PROCEDURES SPECIFICATIONS.
<br />11.VISUAL INSPECTION OF ALL WELDS SHALL BE COMPLETED PRIOR TO GALVANIZING.
<br />12.IF ANY WELD IS IN QUESTION PER VISUAL INSPECTION, IT SHALL BE TESTED IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360.
<br />1.NOTICE TO THE APPLICANT/OWNER/OWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD: BY USING THESE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK
<br />SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SANTA ANA FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE
<br />FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES.
<br />2.NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR & OWNER-BUILDER: BY USING THESE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED
<br />HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SANTA ANA FOR
<br />SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND,
<br />AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES.
<br />3.THE STRUCTURAL ENGINEER OF RECORD OR THE ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN SHALL SUBMIT A WRITTEN STATEMENT TO THE FIELD INSPECTION DIVISION STATING THAT THE SITE
<br />VISITS HAVE BEEN MADE AND WHETHER OR NOT OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM WITH APPROVED PLANS AND SPECIFICATIONS.
<br />4.A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK AND ALL FIELD REPORTS FOR WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE INSPECTOR OF RECORD, THE
<br />ARCHITECT OF RECORD, AND THE CARRIER PRIOR TO FINAL APPROVAL FOR OCCUPANCY.
<br />5.A PROPERTY OWNER'S FINAL REPORT OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD, OR
<br />ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION.
<br />6.SPECIAL INSPECTION WILL BE REQUIRED FOR ALL OFF-SITE FABRICATION, WELDING, FOUNDATION OBSERVATIONS AND TESTING PER REPORT AT 90%-95% COMPLETION. SEE SPECIFIC NOTES BELOW AND ON
<br />SHEET A-0.2.
<br />7.THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF SANTA ANA, DEVELOPMENT SERVICES IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION.
<br />8.THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE BUILDING INSPECTOR AND SHALL BE CONDUCTED
<br />IN COMPLIANCE WITH CALIFORNIA BUILDING CODE SECTION 17.
<br />9.THE SPECIAL INSPECTOR(S) SHALL BE EMPLOYED BY THE OWNER OR THE ENGINEER OF RECORD OR THE ARCHITECT OF RECORD ACTING AS AN AGENT OF THE OWNER.
<br />10.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.
<br />11.CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION.
<br />12.PERIODIC SPECIAL INSPECTION MEANS SOME INSPECTIONS MAY BE MADE ON A PERIODIC BASIS AND SATISFY THE REQUIREMENTS OF CONTINUOUS INSPECTION, PROVIDED THIS PERIODIC SCHEDULED
<br />INSPECTION IS PERFORMED AS OUTLINED IN THE PROJECT PLANS AND SPECIFICATIONS (SHEET A-0.1 & A-0.2) AND APPROVED BY THE BUILDING OFFICIAL
<br />13.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE CITY OF SANTA ANA DEVELOPMENT SERVICES, THE ENGINEER OR ARCHITECT OF RECORD, AND ALL OTHER DESIGNATED PERSONS. ALL
<br />DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER OF RECORD, THE ARCHITECT OF RECORD AND TO
<br /> THE CITY OF SANTA ANA DEVELOPMENT SERVICES.
<br />14.THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND TO
<br />THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CALIFORNIA BUILDING CODE.
<br />15.CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED. WHEN SEVERAL ITEMS REQUIRE INSPECTION SIMULTANEOUSLY OR THE GEOGRAPHIC
<br />LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED IN ACCORDANCE WITH THE PROVISIONS OF CBC 1706, A SUFFICIENT NUMBER OF INSPECTORS SHALL BE EMPLOYED TO ASSURE
<br />THAT ALL THE WORK IS INSPECTED IN ACCORDANCE WITH PROVISIONS OF THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE (CBC).
<br />16.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL
<br />INSPECTION.
<br />17.SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT APPROVAL OF THE APPROPRIATE INSPECTORS IS SUBJECT TO REMOVAL OR EXPOSURE.
<br />18.THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY OF SANTA ANA, DEVELOPMENT SERVICES, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENT.
<br />1.WHENEVER THERE IS A REASONABLE DOUBT AS TO THE STABILITY OR LOAD-BEARING CAPACITY OF A COMPLETED BUILDING, STRUCTURE OR
<br />PORTION THEREOF FOR THE EXPECTED LOADS, AN ENGINEERING ASSESSMENT SHALL BE REQUIRED. THE ENGINEERING ASSESSMENT SHALL
<br />INVOLVE EITHER A STRUCTURAL ANALYSIS OR AN IN-SITU LOAD TEST, OR BOTH. SEE CBC SECTION 1708.1.
<br />2.IN-SITU LOAD TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 1708.2.1 OR 1708.2.2. AND SHALL BE SUPERVISED BY A REGISTERED
<br />DESIGN PROFESSIONAL. THE TEST SHALL SIMULATE THE APPLICABLE LOADING CONDITIONS SPECIFIED IN CHAPTER 16 AS NECESSARY TO ADDRESS
<br />THE CONCERNS REGARDING STRUCTURAL STABILITY OF THE BUILDING, STRUCTURE OR PORTION THEREOF.
<br />1.SPECIAL INSPECTIONS OF STRUCTURAL STEEL AND STRUCTURAL STEEL ELEMENTS IN A SEISMIC FORCE-RESISTING SYSTEMS IN BUILDINGS AND
<br />STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY B, C, D, E OR F SHALL BE PERFORMED IN ACCORDANCE WITH THE QUALITY ASSURANCE
<br />REQUIREMENTS OF AISC 341. CBC 1705.12.1
<br />2.QUALITY ASSURANCE AND QUALITY CONTROL FOR THE CONNECTIONS OF THE SEISMIC FORCE RESISTING SYSTEM SHALL BE PROVIDED PER THE
<br />REQUIREMENTS OF FEMA 353 GUIDELINES.
<br />I. PROCEDURE IDENTIFICATION
<br />II. BASE METAL IDENTIFICATION
<br />III. WELDING PROCESS
<br />IV. TYPE OF WELD
<br />V.POSITION OF WELD
<br />VI. FILLER METAL SPECIFICATION
<br />VII. FILLER METAL CLASSIFICATION
<br />VIII.NUMBER OF PASSES
<br />IX.WELDING CURRENT
<br />X.WELDING POLARITY
<br />XI. PRE-HEAT AND INTERPASS TEMPERATURES
<br />XII.WELDING PARAM1ETERS (ELECTRODE
<br />DIAMETER, AMPERAGE RANGE, VOLTAGE
<br />RANGE, TRAVEL SPEED RANGE, WIRE FEED
<br />SPEED RANGE AND ELECTRODE STICKOUT).
<br />GENERAL NOTES:
<br />STEEL FABRICATION AND WELDING NOTES:
<br />STRUCTURAL STABILITY:
<br />STRUCTURAL STEEL SEISMIC FORCE - RESISTING SYSTEMS:
<br />WORK REQUIRING SPECIAL INSPECTION:
<br />THE FOLLOWING SPECIAL INSPECTIONS SHALL BE REQUIRED PER CHAPTER 17 OF THE BUILDING CODE:
<br />1.PLACEMENT OF STRUCTURAL CONCRETE IN EXCESS OF 2500 PSI (CONTINUOUS SPECIAL INSPECTION) INCLUDING SAMPLING AND TESTING FOR STRENGTH AND SLUMP: SEE
<br />SHEET A-2 & DETAILS: 79/D-7 & 80/D-7.
<br />2.OFF-SITE FABRICATION (SHOP WELDING): SEE DETAILS: 27/D-3, 29/D-3, 30/D-3, 31/D-3, 32/D-3, 85/D-8 & 86/D-8.
<br />3.EXPANSION ANCHORS INSTALLED IN CONCRETE: SEE DETAILS: 35/D-3, 61/D-6, 63/D-6, 64/D-6, 68/D-6, 70/D-6, 72/D-6, 82/D-7, 85/D-8, 86/D-8, 88/D-8, 96/D-8, 99/D-9, 100/D-9 & 101/D-9.
<br />4.EXPANSION ANCHORS INSTALLED IN MASONRY: SEE DETAILS: 29/D-3, 30/D-3, 50/D-5, 53/D-5, 54/D-5, 56/D-5, 57/D-5, 58/D-5, 60/D-5 & 62/D-6.
<br />5.ADHESIVE ANCHORS INSTALLED IN MASONRY: SEE DETAILS: 27/D-3, 28/D-3, 31/D-3, 32/D-3 & 97/D-9
<br />6.ADHESIVE ANCHORS INSTALLED IN CONCRETE: SEE DETAIL: 20/D-2
<br />7.ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION: f ' m = 1900 PSI, SEE SHEET A-2, DETAILS: 79/D-7 & 80/D-7 AND MASONRY SPECIFICATIONS ON SHEET A-0.4
<br />8.THE PREPARATION OF THE BUILDING PAD INCLUDING SOILS TYPE, DEPTH OF FOUNDATION, COMPACTION, ETC. REQUIRES SPECIAL INSPECTION BY THE GEOTECHNICAL
<br />ENGINEER. SEE SHEET A-2, 'FOUNDATION & SITE PREPARATION NOTES' #3 THROUGH #12
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