|
1. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL
<br />CONFORM TO THE SPECIFICATIONS AND STANDARD OF THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION (AISC), AS CONTAINED IN THE 15TH
<br />EDITION OF "AISC MANUAL OF STEEL CONSTRUCTION".
<br />
<br />2. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE.
<br />TEMPORARY BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE
<br />UNTIL OTHER MEANS IS PROVIDED TO ADEQUATELY BRACE THE STRUCTURE.
<br />3. PROVIDE THE FOLLOWING MATERIALS FOR STRUCTURAL STEEL U.N.O.:
<br />
<br />
<br />4. 1/8" THICK PLATES AND THICKER SHALL BE GAS CUT OR SAW CUT
<br />EXCEPT AS OTHERWISE NOTED, ALL BOLTS SHALL BE HIGH STRENGTH BOLTS.
<br />EXCEPT OTHERWISE NOTED, ALL BOLT HOLES SHALL BE STANDARD HOLES.
<br />5. ALL CONNECTIONS NOT SHOWN SHALL CONFORM TO THE "AISC MANUAL OF
<br />STEEL CONSTRUCTION" AND SHALL BE SUBMITTED ON SHOP DRAWINGS FOR
<br />REVIEW BY SEOR PRIOR TO FABRICATION.
<br />6. ALL WELDED HEADED STUDS, THREADED STUDS, AND DEFORMED BARS SHALL
<br />BE NELSON, OR EQUIVALENT, AND WELDED (IN ACCORDANCE WITH
<br />MANUFACTURER'S RECOMMENDATIONS BY CERTIFIED WELDERS) SO AS TO
<br />FULLY DEVELOP THE TENSILE CAPACITY OF THE CONNECTOR.
<br />7. BOLTS WITH UPSET THREADS ARE NOT ALLOWED. USE THE APPROPRIATE NUT
<br />AND WASHER TYPE FOR THE SPECIFIED BOLT.
<br />8. ALL STEEL FABRICATION SHALL BE PERFORMED BY A AISC OR CITY OF LOS
<br />ANGELES CERIFIED FABRICATOR.
<br />9. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL PERMANENTLY EXPOSED
<br />TO THE ELEMENTS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION
<br />UNLESS A WEATHER PROOF COATING IS SPECIFIED BY THE ARCHITECT U.N.O.
<br />STAINLESS AND WEATHERING STEELS ARE EXCEPTED WHERE SPECIFIED.
<br />10. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES, WELDED STUDS OR
<br />OTHER ITEMS NOT SHOWN IN THESE DRAWINGS. WHERE STEEL IS EMBEDDED
<br />IN CONCRETE OR MASONRY, PROVIDE HOLES AS REQUIRED FOR PASSAGE OF
<br />CONTINUOUS REINFORCING BARS WHERE INDICATED ON DRAW INGS. DO NOT
<br />CUT HOLES IN STRUCTURAL STEEL WITHOUT PRIOR APPROVAL OF SEOR.
<br />11. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL COMPLY
<br />WITH AISC CODE OF STANDARD PRACTICE, SECTION 10.
<br />12. PLACE NON-SHRINK OR DRYPACK GROUT UNDER ALL BASE PLATES AND
<br />ALLOW TO CURE BEFORE APPLYING LOADS.
<br />13. ALL OPEN HSS ENDS SHALL BE CAPPED. MIN 1/4" STEEL CAP. PROVIDE SQUARE
<br />WELD ALL AROUND, CAP PLATE TO HSS.
<br />14. FOR STRUCTURAL STEEL, IN ADDITION TO THE REQUIREMENTS OF
<br />SPECIFICATION SECTION A3.1c, HOT ROLLED SHAPES WITH FLANGES 1 1/2"
<br />THICK AND THICKER SHALL HAVE MINIMUM CHARPY V-NOTCH TOUGHNESS OF
<br />20 FT-LB AT 70°F. PLATES 2" THICK AND THICKER SHALL HAVE A MINIMUM
<br />CHARPY V-NOTCH TOUGHNESS OF 20FT-LB AT 70°F.
<br />STRUCTURAL STEEL NOTES:
<br />STRUCTURAL STEEL GRADES:
<br />ALL WIDE FLANGE SECTIONS
<br />SQUARE OR RECTANGULAR HOLLOW
<br />STRUCTURAL SECTIONS (HSS)
<br />ROUND HOLLOW STRUCTURAL SECTION
<br />(HSS)
<br />PIPES
<br />PLATES, ANGLES, CHANNELS & TEES
<br />ALL PLATES PART OF SLRS
<br />MACHINE BOLTS (MB)
<br />HIGH STRENGTH BOLTS (HSB)
<br />WELDED HEADED STUDS
<br />THREADED RODS FOR ANCHOR BOLTS
<br />ASTM A992
<br />ASTM A500, GRADE C
<br />(FY= 50 KSI)
<br />ASTM A500,GRADE C
<br />(FY= 46KSI)
<br />ASTM A53 TYPE E OR S,
<br />GRADE B (FY=35 KSI)
<br />ASTM A36
<br />ASTM A572, GRADE 50
<br />ASTM A307
<br />ASTM F3125 GRADE A325
<br />GRADE A490
<br />ASTM A29
<br />ASTM F1554, GRADE 36
<br />A.
<br />B.
<br />C.
<br />C.
<br />E.
<br />F.
<br />G.
<br />H.
<br />I.
<br />J.
<br />1. WELDING PROCEDURES, ELECTRODES AND WELDER QUALIFICATIONS SHALL
<br />CONFORM TO THE "CODE FOR WELDING IN BUILDING CONSTRUCTION",
<br />AMERICAN WELDING SOCIETY (AWS), D1.1, D1.8 AND THE AISC
<br />"SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF
<br />STRUCTURAL STEEL FOR BUILDINGS".
<br />2. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD
<br />QUALIFICATION TESTS, AND SHALL BE CERTIFIED FOR THE WORK THEY ARE
<br />PERFORMING.
<br />3. PROJECT WELDING SHALL BE PERFORMED ONLY IN ACCORDANCE WITH
<br />WELDING PROCEDURE SPECIFICATIONS (WPS) SUBMITTED BY THE
<br />CONTRACTOR AND REVIEWED BY THE SEOR AND PROJECT WELDING
<br />INSPECTOR. THE WPS SHALL BE IN ACCORDANCE WITH AWS D1.1-D1.4 & D1.8
<br />CURRENT EDITION.
<br />4. ALL WELDS WITHIN MEMBERS DESIGNATED AS PART OF THE SEISMIC LOAD
<br />RESISTING SYSTEM (SLRS) SHALL CONFORM TO THE DETAILING, MATERIALS,
<br />WORKMANSHIP, TESTING, AND INSPECTION REQUIREMENTS PER AWS D1.8
<br />AND MUST HAVE A MIN. CVN TOUGHNESS OF 20 FT-LB @ 0°F PER AISC 341
<br />A3.4B.
<br />5. WHERE WELDS ARE DESIGNATED AS DEMAND CRITICAL, THEY SHALL BE MADE
<br />WITH A FILLER METAL CAPABLE OF PROVIDING A MINIMUM CHARPY V-NOTCH
<br />(CVN) TOUGHNESS OF 20 FT-LB AT 0°F AND 40 FT-LB AT 70°F. SEE AISC 341-16
<br />SECTION A3.4B FOR ADDITIONAL REQUIREMENTS.
<br />6. WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED PER AWS D1.1 & D1.8
<br />USING E70XX ELECTRODES UNLESS OTHERWISED NOTED.
<br />7. WELDING OF REINFORCING BARS SHALL BE PERFORMED PER AWS D1.4 USING
<br />E80XX ELECTRODES.
<br />8. WELDING OF METAL DECK AND LIGHT GAGE STEEL SHALL BE IN ACCORDANCE
<br />WITH AWS D1.3.
<br />9. ALL GROOVE OR BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS.
<br />ALL EXPOSED BUTT WELDS SHALL BE GROUND SMOOTH.
<br />10. ALL EXPOSED WELDS ON ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
<br />(AESS) SHALL COMPLY WITH AISC CODE OF STANDARD PRACTICE, SECTION 10.
<br />11. FIELD WELDS HAVE BEEN INDICATED WHERE THEY ARE EXPECTED TO OCCUR.
<br />THE CONTRACTOR SHALL DETERMINE THE ACTUAL FIELD WELDING
<br />NECESSARY TO COMPLETE THE PROJECT AND INCLUDE ALL ASSOCIATED
<br />COSTS WITHIN THE BASE BID.
<br />12. ALL WELDS (SHOP AND FIELD) REQUIRE SPECIAL INSPECTION.
<br />13. ALL FULL PENETRATION WELDS SHALL BE ULTRA-SONIC TESTED PER AWS D1.1
<br />& AISC 341 J6.2.
<br />WELDING NOTES:
<br />1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE
<br />INSPECTIONS DURING CONSTRUCTION. THE SPECIAL INSPECTOR SHALL BE A
<br />QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE
<br />SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR
<br />TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.
<br />2. SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE W ORK IS DONE ON THE
<br />PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH
<br />WORK WITHOUT SPECIAL INSPECTION. APPROVED FABRICATORS MUST SUBMIT A
<br />CERTIFICATE OF COMPLIANCE FOR OFFSITE FABRICATIONS SUCH AS STRUCTURAL
<br />STEEL, PRECAST CONCRETE, GLUED LAMINATED TIMBER, ETC.
<br />3. ALL INSPECTIONS SHALL BE PERFORMED BY INDEPENDENT SPECIAL INSPECTORS.
<br />JOB SITE VISITS BY THE STRUCTURAL ENGINEER OR BUILDING OFFICIAL DO NOT
<br />CONSTITUTE AND ARE NOT A SUBSTITUTE FOR INSPECTIONS BY A SPECIAL
<br />INSPECTOR.
<br />4. ALL INSPECTION REPORTS SHALL BE SUBMITTED TO BUILDING OFFICIAL AND SEOR.
<br />THE FINAL REPORTS BY THE SPECIAL INSPECTOR(S) MUST CERTIFY THAT THE
<br />ENTIRE STRUCTURAL SYSTEM COMPLIES WITH THE APPROVED PLANS AND
<br />SPECIFICATIONS.
<br />5. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THESE
<br />INSPECTIONS ARE PERFORMED.
<br />6. WORK REQUIRING SPECIAL INSPECTION SHALL BE INSPECTED BY THE SPECIAL
<br />INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS PERFORMED AND
<br />AT THE COMPLETION OF WORK. CONTINUOUS INSPECTION CONSISTS OF FULL-TIME
<br />INSPECTION; PERIODIC INSPECTION CONSISTS OF PART-TIME OR INTERMITTENT
<br />INSPECTION.
<br />7. THE FOLLOWING SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE
<br />BUILDING OFFICIAL. THIS LIST IS NOT INTENDED TO BE ALL INCLUSIVE.
<br />FOR SI: 1 INCH = 25.4 MM
<br />a. WHERE APPLICABLE, SEE ALSO SECTION 1705A.11, SPECIAL INSPECTIONS FOR
<br />SEISMIC RESISTANCE.
<br />b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTIONS SHALL BE INCLUDED IN
<br />THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE
<br />IN ACCORDANCE WITH ACI 355.2 OR SHALL BE APPROVED BY THE BUILDING
<br />OFFICIAL PRIOR TO COMMENCEMENT OF THE WORK.
<br />c. INSTALLATION OFF ALL ADHESIVE ANCHORS IN THE HORIZONTAL AND UPWARDS
<br />INCLINED POSITIONS SHALL BE PERFORMED BY AN ACI/CRSI CERTIFIED
<br />ANCHOR INSTALLER
<br />STATEMENT OF SPECIAL INSPECTIONS:
<br />TABLE 1705.3
<br />REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
<br />VERIFICATION AND INSPECTION CONTIN
<br />UOUS
<br />PERI
<br />ODIC
<br />REFERENCED
<br />STANDARDa
<br />CBC
<br />REFERENCE1. INSPECTION OF REINFORCING STEEL,
<br />INCLUDING PRESTRESSING
<br />TENDONS, AND PLACEMENT
<br />- X ACI 318: 3.5,
<br />7.1-7.7 -
<br />- --AWS D1.4;
<br />ACI 318: 3.5.2
<br />2. INSPECTION OF REINFORCING STEEL
<br />WELDING IN ACCORDANCE
<br />WITH TABLE 1705A.2.1, ITEM 5B.
<br />3. INSPECTION OF ANCHORS TO BE
<br />INSTALLED IN CONCRETE PRIOR TO
<br />AND DURING PLACEMENT OF CONCRETE
<br />WHERE ALLOWABLE LOADS
<br />HAVE BEEN INCREASED OR WHERE
<br />STRENGTH DESIGN IS USED.
<br />X -ACI 318: 8.1.3,
<br />21.2.8
<br />1908.5,
<br />1909.1
<br />4. INSPECTION OF ANCHORS POST-
<br />INSTALLED IN HARDENED CONCRETE.b -X
<br />ACI 318: 3.8.6,
<br />8.1.3,
<br />21.2.8
<br />1909.1
<br />5. VERIFYING USE OF REQUIRED
<br />DESIGN MIX.-X ACI 318: CH 4,
<br />5.2-5.4
<br />1904.2,
<br />1910.2,
<br />1910.3
<br />6. AT THE TIME FRESH CONCRETE IS
<br />SAMPLED TO FABRICATE SPECIMENS
<br />FOR STRENGTH TESTS, PERFORM
<br />SLUMP AND AIR CONTENT TESTS,
<br />AND DETERMINE THE TEMPERATURE
<br />OF THE CONCRETE
<br />X -
<br />ASTM C172
<br />ASTM C31;
<br />ACI 318: 5.6, 5.8
<br />1910.10
<br />7. INSPECTION OF CONCRETE AND
<br />SHOTCRETE PLACEMENT FOR
<br />PROPER APPLICATION TECHNIQUES.
<br />X -ACI 318: 5.9,
<br />5.10
<br />1910.6,
<br />1910.7,
<br />1910.8
<br />8. INSPECTION FOR MAINTENANCE OF
<br />SPECIFIED CURING TEMPERATURE
<br />AND TECHNIQUES
<br />-X ACI 318:
<br />5.11-5.13 1910.9
<br />9. INSPECTION OF PRESTRESSED CONCRETE:
<br />A. APPLICATION OF PRESTRESSING
<br />FORCES.X -ACI 318: 18.20 -
<br />B. GROUTING OF BONDED
<br />PRESTRESSING TENDONS IN THE
<br />SEISMIC-FORECE-RESISTING
<br />SYSTEM
<br />X -ACI 318: 18.18.4 -
<br />10. ERECTION OF PRECAST CONCRETE
<br />MEMBERS.-X ACI 318: CH 16 -
<br />11. VERIFICATION OF IN-SITU CONCRETE
<br />STRENGTH, PRIOR TO STRESSING OF
<br />TENDONS IN POSTTENSIONED CONCRETE
<br />AND PRIOR TO REMOVAL OF SHORES AND
<br />FORMS FROM BEAMS AND STRUCTURAL
<br />SLABS.
<br />-X ACI 318: 6.2 -
<br />-X ACI 318: 6.1.1 -
<br />12. INSPECT FORMWORK FOR SHAPE,
<br />LOCATION AND DIMENSIONS OF
<br />THE CONCRETE MEMBER BEING
<br />FORMED.c
<br />TABLE 1705.6
<br />REQUIRED VERIFICATION AND INSPECTION OF SOILS
<br />VERIFICATION AND INSPECTION TASK
<br />CONTINUOUS
<br />DURING
<br />TASK LISTED
<br />PERIODICALLY
<br />DURING
<br />TASK LISTED
<br />- X
<br />- X
<br />- X
<br />X -
<br />- X
<br />1. VERIFY MATERIALS BELOW SHALLOW
<br />FOUNDATIONS ARE ADEQUATE TO
<br />ACHIEVE THE DESIGN BEARING CAPACITY
<br />2. VERIFY EXCAVATIONS ARE EXTENDED TO
<br />PROPER DEPTH AND HAVE REACHED
<br />PROPER MATERIAL.
<br />3. PERFORM CLASSIFICATION AND TESTING
<br />OF COMPACTED FILL MATERIALS.
<br />4. VERIFY USE OF PROPER MATERIALS,
<br />DENSITIES AND LIFT THICKNESSES DURING
<br />PLACEMENT AND COMPACTION OF
<br />COMPACTED FILL.
<br />5. PRIOR TO PLACEMENT OF COMPACTED
<br />FILL, OBSERVE SUBGRADE AND VERIFY
<br />THAT SITE HAS BEE N PREPARED
<br />PROPERLY.
<br />TABLE 1705.2.1
<br />REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
<br />VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED
<br />STANDARD
<br />CBC
<br />REFERENCE
<br />1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS:
<br />A. IDENTIFICATION MARKINGS TO
<br />CONFORM TO ASTM
<br />STANDARDS SPECIFIED IN THE
<br />APPROVED
<br />CONSTRUCTION DOCUMENTS.
<br />B. MANUFACTURER'S CERTIFICATE OF
<br />COMPLIANCE REQUIRED.
<br />- X
<br />AISC 360,
<br />SECTION A3.3
<br />AND
<br />APPLICABLE
<br />ASTM MATERIAL
<br />STANDARDS
<br />-
<br />- X - -
<br />2. INSPECTION OF HIGH-STRENGTH BOLTING:
<br />- X
<br />- X
<br />X -
<br />-AISC 360,
<br />SECTION M2.5
<br />A. SNUG-TIGHT JOINTS.
<br />B. PRETENSIONED AND SLIP-CRITICAL
<br />JOINTS USING TURN-OF-NUT WITH
<br />MATCH MARKING, TWIST-OFF BOLT
<br />OR DIRECT TENSION INDICATOR
<br />METHODS OF INSTALLATION.
<br />C. PRETENSIONED AND SLIP-CRITICAL
<br />JOINTS USING TURN-OF-NUT
<br />WITHOUT MATCH MARKING OR
<br />CALIBRATED WRENCH METHODS OF
<br />INSTALLATION.
<br />3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:
<br />- X
<br />- X
<br />- X - -
<br />-
<br />AISC 360,
<br />SECTION A3.1
<br />APPLICABLE
<br />ASTM
<br />MATERIAL
<br />STANDARDS
<br />2203.1
<br />A. FOR STRUCTURAL STEEL,
<br />IDENTIFICATION MARKINGS TO
<br />CONFORM TO AISC 360.
<br />B. FOR OTHER STEEL. IDENTIFICATION
<br />MARKINGS TO CONFORM TO ASTM
<br />STANDARDS SPECIFIED IN THE
<br />APPROVED CONSTRUCTION
<br />DOCUMENTS.
<br />C. MANUFACTURER'S CERTIFIED
<br />TEST REPORTS.
<br />4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS:
<br />- X - -
<br />- X - -
<br />A. IDENTIFICATION MARKINGS TO
<br />CONFORM TO AWS SPECIFICATION
<br />IN THE APPROVED CONSTRUCTION
<br />DOCUMENTS.
<br />B. MANUFACTURER'S CERTIFICATE OF
<br />COMPLIANCE REQUIRED.
<br />5. INSPECTION OF WELDING:
<br />A. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:
<br />X -
<br />X -
<br />AWS D1.1 1705.2.2X -
<br />X -
<br />- X
<br />- X AWS D1.3 -
<br />1) COMPLETE AND PARTIAL JOINT
<br />PENETRATION GROOVE WELDS.
<br />2) MULTIPASS FILLET WELDS.
<br />3) SINGLE-PASS FILLET WELDS > 5/16"
<br />4) PLUG AND SLOT WELDS.
<br />5) SINGLE-PASS FILLET WELDS < 5/16"
<br />6) FLOOR AND ROOF DECK WELDS.
<br />B. REINFORCING STEEL.
<br />- X
<br />1) VERIFICATION OF WELDABILITY OF
<br />REINFORCING STEEL OTHER THAN
<br />ASTM A 706.
<br />X -
<br />2) REINFORCING STEEL RESISTING
<br />FLEXURAL AND AXIAL FORCES IN
<br />INTERMEDIATE AND SPECIAL
<br />MOMENT FRAMES, AND
<br />BOUNDARY ELEMENTS OF
<br />SPECIAL STRUCTURAL WALLS OF
<br />CONCRETE AND SHEAR
<br />REINFORCEMENT.
<br />X -3) SHEAR REINFORCEMENT.
<br />- X4) OTHER REINFORCING STEEL.
<br />- X
<br />- X
<br />- X
<br />AWS D1.4
<br />ACI318:
<br />SECTION 3.5.2
<br />-
<br />- 1705.2.2
<br />6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE.
<br />A. DETAILS SUCH AS BRACING AND
<br />STIFFENING.
<br />B. MEMBER LOCATIONS.
<br />C. APPLICATION OF JOINT DETAILS
<br />AT EACH CONNECTION.
<br />TABLE 1705.8
<br />REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE
<br />DEEP FOUNDATION ELEMENTS
<br />TYPE
<br />CONTINUOUS
<br />SPECIAL
<br />INSPECTION
<br />PERIODICALLY
<br />SPECIAL
<br />INSPECTION
<br />-
<br />-
<br />-
<br />1. INSPECT DRILLING OPERATIONS AND
<br />MAINTAIN COMPLETE AND ACCURATE
<br />RECORDS FOR EACH ELEMET.
<br />2. VERIFY PLACEMENT LOCATIONS AND
<br />PLUMBNESS, CONFIRM ELEMENT DIAMETERS,
<br />BELL DIAMETERS (IF APPLICABLE), LENGTHS,
<br />EMBEDMENT INTO BEDROCK (IF APPLICABLE)
<br />AND ADEQUATE END-BEARING STRATA
<br />CAPACITY. RECORD CONCRETE OR GROUT
<br />VOLUMNES.
<br />3. FOR CONCRETE ELEMENTS, PERFORM
<br />TESTS AND ADDITIONAL SPECIAL
<br />INSPECTIONS IN ACCORDANCE WITH
<br />SECTION 1705.3.
<br />X
<br />X
<br />-
<br />1. VISUAL OBSERVATIONS WILL BE PERFORMED AT THE DISCRETION OF THE
<br />OWNER, ARCHITECT, SEOR, AND AS REQUIRED BY THE BUILDING OFFICIAL IN
<br />ACCORDANCE WITH THE BUILDING CODE.
<br />2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO NOTIFY THE
<br />STRUCTURAL ENGINEER AS TO WHEN EACH MAJOR PHASE OF CONSTRUCTION
<br />IS READY FOR OBSERVATION A MINIMUM OF FIVE (5) WORKING DAYS IN
<br />ADVANCE.
<br />3. THE FOLLOWING MAJOR PHASES OF CONSTRUCTION REQUIRE A SITE VISIT AND
<br />STRUCTURAL OBSERVATION REPORT FROM THE SEOR:
<br /> M FOUNDATION REBAR AND ANCHORS - PRIOR TO PLACEMENT OF CONCRETE
<br /> M STRUCTURAL FRAMING - AFTER ERECTION AND PRIOR TO CLOSING IN
<br /> M COMPLETION OF THE STRUCTURAL SYSTEM
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NAILING,
<br />REINFORCEMENT, WELDS, CONNECTIONS, ETC. ARE VISIBLE FOR
<br />OBSERVATION WHEN THE SEOR IS ON SITE AND FOR ANY SCHEDULING
<br />DELAYS DUE TO NONCOMPLIANT ITEMS FOUND DURING THE OBSERVATION.
<br />STRUCTURAL OBSERVATIONS:
<br />1. REVIEW OF SHOP DRAWINGS AND SUBMITTALS BY THE SEOR IS FOR GENERAL
<br />COMPLIANCE WITH THE CONTRACT DOCUMENTS.
<br />2. SHOP DRAWINGS SHALL BE SUBMITTED TO THE SEOR FOR REVIEW PRIOR TO
<br />FABRICATION. THE CONTRACTOR WILL REMAIN RESPONSIBLE FOR ALL
<br />ERRORS OF DETAILING, FABRICATION, AND FOR CORRECT FITTING OF ALL
<br />STRUCTURAL MEMBERS INCLUDING COORDINATION WITH OTHER TRADES.
<br />A. SHOP DRAWINGS SHALL BE SUBMITTED A MINIMUM OF 2 WEEKS PRIOR TO
<br />SCHEDULED FABRICATION AND SHALL CONSIST OF ONLY ONE SET FOR OUR
<br />RECORDS AND ONE REPRODUCIBLE SET.
<br />B. SEOR WILL RETURN THE REPRODUCIBLE SET CLEARLY MARKED WITH
<br />COMMENTS. ANY REQUIRED RECORD SET COPIES SHALL BE MADE FROM THIS
<br />RETURNED SET.
<br />C. REPRODUCTION OF STRUCTURAL PLANS & DETAILS FOR SHOP DRAWINGS
<br />IS PROHIBITED. SUBCONTRACTOR/FABRICATOR IS TO PROVIDE
<br />INDEPENDENTLY CREATED DRAWINGS BASED ON THE STRUCTURAL PLANS
<br />AND DETAILS. 2. SHOP DRAWINGS AND SUBMITTALS DO NOT CONSTITUTE
<br />CHANGE ORDERS. ANY PROPOSED CHANGES TO THE STRUCTURAL
<br />DOCUMENTS MUST BE SUBMITTED IN WRITING AS A REQUEST FOR
<br />SUBSTITUTION TO THE ARCHITECT AND SEOR FOR APPROVAL.
<br />3. THE FOLLOWING LIST SUMMARIZES IMPORTANT STRUCTURAL SUBMITTALS
<br />FOR THIS PROJECT. REFER TO THE SPECIFICATIONS FOR A COMPLETE LIST
<br />AND ADDITIONAL REQUIREMENTS.
<br />STRUCTURAL SUBMITTALS:
<br />GENERAL
<br />REQD: QUALIFICATION DATA FOR APPROVED INSTALLERS AND FABRICATORS.
<br />REQD: CERTIFICATES OF CONFORMANCE FOR PREFABRICATED MEMBERS.
<br />REQD: PROVIDE PRODUCT DATA FOR ALL MANUFACTURED STRUCTURAL
<br />PRODUCTS AND ACCESSORIES USED.
<br />CONCRETE FORMWORK
<br />REQD: MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS
<br />FOR PROPRIETARY MATERIALS INCLUDING FORM COATINGS,
<br />MANUFACTURED FORM.
<br />REQD: SYSTEMS, TIES AND ACCESSORIES SHOP DRAWINGS FOR FABRICATION
<br />AND ERECTION OF FORMWORK AND SHORING.
<br />CONCRETE REINFORCEMENT
<br />REQD: MANUFACTURER'S PRODUCT DATA, SPECIFICATIONS AND INSTALLATION
<br />PROCEDURES FOR PROPRIETARY MATERIALS AND REINFORCEMENT.
<br />REQD: STEEL PRODUCER'S CERTIFICATES OF MILL ANALYSIS, TENSILE AND
<br />BEND TESTS .
<br />REQD: SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT.
<br />CAST-IN-PLACE CONCRETE
<br />REQD: DESIGN MIX FOR EACH CONCRETE MIX.
<br />REQD: MATERIAL TEST REPORTS.
<br />REQD: MATERIAL CERTIFICATES FOR CEMENT, AGGREGATES AND ADMIXTURES.
<br />REQD: MANUFACTURER'S PRODUCT DATA FOR WATERSTOPS, BONDING
<br />AGENTS, VAPOR RETARDERS, JOINT FILLER, CURING MATERIALS AND
<br />FLOOR.
<br />REQD: TREATMENTS SHOP DRAWINGS FOR PROPOSED LOCATIONS OF
<br />ADDITIONAL CONSTRUCTION OR CONTROL JOINTS NOT SHOWN ON THE
<br />STRUCTURAL PLANS.
<br />REQD: MINUTES FROM PREINSTALLATION CONFERENCE.
<br />UNIT MASONRY
<br />NOT REQD: DESIGN MIX FOR GROUT.
<br />NOT REQD: MATERIAL TEST REPORTS.
<br />STRUCTURAL STEEL
<br />REQD: MANUFACTURER'S MILL CERTIFICATES.
<br />REQD: MILL TEST REPORTS.
<br />REQD: SHOP DRAWINGS FOR FABRICATION AND ASSEMBLY OF MEMBERS.
<br />REQD: ERECTION PLAN SEQUENCE AND PROCEDURES.
<br />REQD: WELDING PROCEDURE SPECIFICATIONS (WPS).
<br />REQD: CERTIFICATES FOR ALL WELDERS VERIFYING CURRENT AWS
<br />QUALIFICATIONS.
<br />REQD: TEST REPORTS FOR SHOP AND FIELD WELDED AND BOLTED
<br />CONNECTIONS.
<br />COLD-FORMED METAL FRAMING
<br />NOT REQD: SHOP DRAWINGS INDICATING LAYOUT AND DETAILS.
<br />NOT REQD: ENGINEERING CALCULATIONS.
<br />REGISTERED PROF ESS IONAL
<br />ENGINEERNo.
<br />Exp.9/30/24
<br />S4029
<br />YOUNG-K E UN NAM
<br />STATE OF CAL IFORNIA
<br />ST R U C T U R AL
<br />E N G I N E E R S I N CV C A
<br />2151 Michelson Dr. #240
<br />Irvine, CA 92612
<br />Tel. 949.679.0870
<br />Fax. 949.679.9370
<br />Project No.: i735
<br />C I V I LQuality
<br />Service
<br />Commitment
<br />S T R U C T U R A L DBEMBE SBE
<br />SCALE:
<br />REVISIONS:
<br />OW
<br />N
<br />E
<br />R
<br />:
<br />PR
<br />O
<br />J
<br />E
<br />C
<br />T
<br />
<br />N
<br />A
<br />M
<br />E
<br />:
<br />CL
<br />I
<br />E
<br />N
<br />T
<br />
<br />A
<br />D
<br />D
<br />R
<br />E
<br />S
<br />S
<br />:
<br />DATE ISSUED:
<br />PROJECT NO:
<br />100% CD 07/07/23
<br />REV. 1 08/21/23
<br />12" = 1'-0"
<br />08/10/2023
<br />S0.2
<br />GENERAL NOTES
<br />2022-40123
<br />CI
<br />T
<br />Y
<br />
<br />O
<br />F
<br />
<br />S
<br />A
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />NE
<br />W
<br />H
<br />O
<br />P
<br />E
<br />
<br />L
<br />I
<br />B
<br />R
<br />A
<br />R
<br />Y
<br />MO
<br />D
<br />E
<br />R
<br />N
<br />I
<br />Z
<br />A
<br />T
<br />I
<br />O
<br />N
<br />12
<br />2
<br />
<br />N
<br />.
<br />
<br />N
<br />E
<br />W
<br />H
<br />O
<br />P
<br />E
<br />
<br />S
<br />T
<br />.
<br />,
<br />
<br />S
<br />A
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />
<br />C
<br />A
<br />
<br />9
<br />2
<br />7
<br />0
<br />3
<br />DESCRIPTION DATE
<br />122 N Newhope
<br />Street4/16/2025
|