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ABBREVIATIONS GENERAL NOTES WOOD NOTES (CBC CHAPTER 23) STATEMENT OF SPECIAL INSPECTIONS REVISIONS
<br /> AB ANCHOR BOLT 1. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS PRIOR t0 STARTING I. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR OR LARCH GRADED BY W.C.L.A. OR W.W.P.A. MATERIAL, SYSTEM, COMPONENT AND I TYPE OF SPEC. INSP. INSPECTION NOTES
<br /> ABV ABOVE WORK AND SHALL CONTACT THE ENGINEER OF RECORD IMMEDIATELY OF ANY 2. ALL FRAMING MEMBERS EXCEPT THOSE LISTED BELOW SHALL BE NUMBER 2 OR BETTER: WORK REQUIRED TO HAVE SPEC. INSP. CONTINUOUS I PERIODIC
<br /> ADJ ADJACENT DISCREPANCIES. A. (ox HEADERS AND POSTS:01 STRUCTURAL STEEL (WELDING):
<br /> ALT ALTERNATE 2. USE PROVIDED DIMENSIONS FOR CONSTRUCTION. DIMENSIONS SHALL NOT BE SCALED B. STUDS: STUD GRADE COMPLETE AND PARTIAL GROOVE WELDS X SPECIAL INSPECTION OF THE STEEL FABRICATION
<br /> ARCH'L ARCHITECTURAL FROM STRUCTURAL PLANS OR DETAILS. CONTACT ENGINEER OF RECORD OR ARCHITECT 3. THE MOISTURE CONTENT OF THE WOOD SHALL NOT EXCEED IS% AT TIME OF PLACEMENT. MULTIPASS FILLET WELDS x PROCESS SHALL NOT BE REQUIRED WHERE THE w
<br /> BLDG BUILDING FOR ANY MISSING DIMENSIONS. 4. PLYWOOD AND OSB SHALL BE CERTIFIED AS CONFORMING t0 U.S. PRODUCTS STANDARD SINGLE-PASS FILLET WELDS > 5/16" x x FABRICATOR DOES NOT PERFORM ANY WELDIWs,THERM
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<br /> CUTTIW_%OR HEATINCs OPERATIONS OF ANY KIND AS PART a
<br /> BLK BLOCK 3. ALL OMISSIONS AND CONFLICTS BETWEEN THE WORKING DRAWINGS OR SPECIFACATIONS PS-2-92. SINGLE-PASS FILLET WELDS < 5/16" X OF THE FABRICATION PROCESS.
<br /> BLK'G BLOCKING SHALL BE BROUGHT t0 THE ATTENTION OF THE ENGINEER OF RECORD PRIOR t0 5. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS. OVERDRILL ALL BOLT FLOOR AND ROOF DECK WELDS x (AWS D1.1,AWS DIA ACI 318 - 3.5.2) ui
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<br /> BLW BELOW PROCEDING WITH ANY AFFECTED WORK. HOLES BY X6". BOLT HOLES SHALL BE NO LESS THAN 1 0 FROM THE END OF THE MEMBER AND NO WELDED STUDS FOR STUC'L DIAPHRAGMS Xco
<br /> BM BEAM 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR t0 BEGINNING LESS THAN 4 0 FROM THE EDGE OF THE MEMBER. WHERE THE WORK 15 DONE ON THE F1oEr11sEs OF A FABRICATOR SHALL SUBMIT A CERTIFICATE of co
<br /> BN BOUNDARY NAIL EXCAVATIONS. 6. ALL NAILS SHALL BE COMMON NAILS (LION) FABRICATOR REGISTERED AND APPROVED TO COMPLIANCE TO THE BUILDINGS OFFICIAL STATINCs THAT THE
<br /> PEF-OF41 SUCH WORK WITHOUT SPECIAL INSPECTION NOT REQUIRED WORK WAS PER-OR'1ED IN ACCORDANCE WITH THE w
<br /> BOTT BOTTOM 5. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING 1. ALL HARDWARE SPECIFIED ON PLANS SHALL BE MANUFACTURED BY 'SIMPSON'. ALTEWATE APPROVED CONSTRUCTION DOCUMENTS. Z
<br /> BRCS BEARING CODE LISTED IN THE DESIGN NOTES. MANUFACTURERS MAY BE USED PROVIDED THE HARDWARE HAS EQUIVALENT CAPACITY AND
<br /> BTWN BETWEEN 6. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS t0 THE ENGINEER OF RECORD PRIOR CURRENT ICC APPROVALS. SPECIAL CASES:
<br /> BS BOTH SIDES t0 FABRICATION AND INSTALLATION. S. CUTTING,NOTCHING OR DRILLING OF BEAMS AND JOISTS SHALL IS NOT ALLOWED EXCEPT WHERE OXY: THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE Jo
<br /> SIMPSON 'SET-XP' (ICC-ESR 2508) DURING ANCHOR INSTALLATION TO VERIFY ANCHOR (Jj Q
<br /> CAME CAMBER 1. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE SPECIFIED BY ENGINEER OF RECORD OR PER CBC SECTION 2308. TYPE,ANCHOR DIMENSIONS,CONCRETE TYPE,coNc1�TE jr
<br /> CANT'L CANTILEVER MEANS OR METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL S. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY WITHIN 48" OF SOIL SHALL BE PRESSURE SIMPSON 'SET-3G' (ICC-ESR 4057) X COMPRESSIVE STRENGTH,HOLE DIMENSIONS AND W
<br /> C.I.P CAST IN PLACE TEMPORARY BRACING, SHORING AND SUPPORT NECESSARY t0 ACHIEVE THE FINISHED TREATED. USE APPROVED CORROSION RESISTANT FASTENERS AND CONNECTORS WHEN USING SIMPSON 'SET' (ICC-ESR 1112) CLEANINGS,SPACING,EDGE DISTANCE AND EMBEDMENT. U Z
<br /> C.J. CEILING JOIST STRUCTURE. PRESSURE TREATED WOOD. CONTRACTOR SHALL COORDINATE WITH THE PRESSURE TREATED H1LTI 'RE 500' (ICC-ESR 3s14) o * 0
<br /> CL CENTER LINE LUMBER SUPPLIER AND HARDWARE MANUFACTURER. WILT[ 'HY t50' (ICC-ESR 2262) Z w
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<br /> CLG CEILING FOUNDATION NOTES 10. PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO FLOOR JOISTS WITH ONE CONTINUOUS BEAD OF ANCHORS: J _
<br /> CLR CLEAR 1. SOILS REPORT BY: CBC MINIMUM AN ADHESIVE COMPOUND CONFORMING TO ASTM D 3024. TITEN HD ANCHOR FOR CRACKED 4 x a
<br /> CMU CONCRETE MASONRY SOILS REPORT NUMBER: N/A 11. PROVIDE JOISTS UNDER ALL PARALLEL,NON-BEARING PARTITIONS PER DETAIL 11/50.2 AND SOLID UNCRACKED CONCRETE OCC-ESR 2113) m
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<br /> COL COLUMN DATE OF REPORT: N/A BLOCKING UNDER ALL PERPENDICULAR NON-BEARING PARTITIONS.
<br /> CONN CONNECTION 2. DESIGN SOIL PRESSURE: 1500 PSF o
<br /> CONT CONTINUOUS 3. FOOTING DEPTH
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<br /> CTR CENTER(ED) BELOW BUILDING PAD: 18" STRUCTURAL STEEL (CBC CHAPTER 22)
<br /> d PENNY WEIGHT BELOW EXERIOR GRADE: 18" 1. WORKMANSHIP AND MATERIALS FOR THE DESIGN,FABRICATION, AND ERECTION OF SPECIAL INSPECTION NOTES (CBC CHAPTER 17)
<br /> D.F. DOUGLAS FIR 4. FOUNDATIONS MAY BE POURED AGAINST STABLE SOIL. STRUCTURAL STEEL FOR BUILDINGS SHALL CONFORM TO THE 13th EDITION OF THE AISC 1. THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE a ��G�NEER yy
<br /> DIA DIAMETER 5. METHOD OF SUPPORTING REINFORCING PIPE SLEEVES MUST BE APPROVED BY THE MANUAL OF STEEL CONSTRUCTION. INSPECTION DURING CONSTRUCTION ON THE WORK LISTED IN THE STATEMENT OF SPECIAL = do
<br /> DIAPH. DIAPHRAGM STRUCTURAL ENGINEER. 2. MATERIALS: INSPECTIONS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL
<br /> DIM DIMENSION 6. CONTRACTOR SHALL PROTECT ALL UTILITIES ENCOUNTERED DURING EXCAVATION AND WIDE FLANGE: ASTM A-992 GRADE 50 DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL FOR THE INSPECTION w v
<br /> CIO DITTO BACKFILLING. CHANNELS: ASTM A-36 GRADE 36 OF THE WORK REQUIRING SPECIAL INSPECTION. ui
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<br /> DP DEEP 1. CONTRACTOR SHALL BRACE OR PROTECT FROM LATERAL LOADS ALL RETAINING WALLS ANGLES, PLATES 4 RODS: ASTM A-36 GRADE 36 (LION) 2. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE INSPECTIONS REQUIRED BY CBC � moo,, S�Nz-
<br /> EA EACH UNTIL RESTRAINING FLOORS OR SLA55 ARE IN PLACE AND HAVE ATTAINED FULL HSS (TUBES): ASTM A-500 GRADE B (FY= 46 KSI) CHAPTER 11. SPECIAL INSPECTION IS IN ADDITION TO, NOT A SUBSTITUTE FOR THE INSPECTION ��ISis3�
<br /> EN EDGE NAIL STRENGTH. MACHINE BOLTS: ASTM A-301 GRADE A REQUIRED BY THE BUILDING DEPARTMENT.
<br /> EQ EQUAL 8. ALL HOLDOWNS SHALL BE TIED IN PLACE PRIOR t0 FOUNDATION INSPECTION. NUTS: ASTM A-563 HEX,GRADE A 3. IT SHALL BE THE AGENCY'S RESPONSIBILITY TO PROVIDE A SUFFICIENT NUMBER OF INSPECTORS
<br /> E.S. EACH SIDE 9. ANCHOR BOLTS SHALL BE sks"o W/ 1" MINIMUM EMBEDMENT INTO CONCRETE W/ 1/4"x3"x3" TYPICAL ANCHOR BOLTS: ASTM F-1554 GRADE 36 FOR MULTIPLE TYPES OF WORK THAT OCCUR SIMULTANEOUSLY.
<br /> (E) EXISTING PLATE WASHERS. HIGH STRENGTH ANCHOR BOLTS: ASTM F-1554 (GRADE PER DETAILS) 4. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL JURISDICTION IN THE CATEGORY OF ui
<br /> FDN FOUNDATION 10, MINIMUM ATTACHMENT FOR EXTERIOR WALLS SHALL BE rINVO ANCHOR BOLTS 6 60" O.C. NUTS: ASTM A-563 HEAVY HEX,GRADE A WORK REQUIRED TO HAVE SPECIAL INSPECTION EXCEPT:
<br /> F.J. FLOOR JOIST UON ON PLANS. MINIMUM ATTACHMENT FOR INTERIOR WALLS SHALL BE Y2"O ITW HIGH STRENGTH BOLTS: ASTM A-325 A. SOILS INSPECTION SHALL BE PROVIDED BY THE GEOTECHNICAL ENGINEER OF RECORD.
<br /> FN FIELD NAIL RAMSET/REDHEAD SHOTPIN (ICC-ESR 2690) 9 32" O.C. OR .151" PDPA SIMPSON SHOT NUTS: ASTM A-563 HEAVY HEX,GRADE C B. SMOKE CONTROL SYSTEM INSPECTIONS SHALL BE PERFORMED BY THE MECHANICAL ENGINEER a
<br /> FT l') FOOT (FEET) PINS (ICC-ESR 2138)UON ON PLANS. HARDENED WASHERS: ASTM F-436 OF RECORD. co
<br /> FTG FOOTING HEADED STUDS: ASTM A-108 C. WHEN THIS REQUIREMENT IS WAIVED BY THE BUILDING OFFICIAL. ui
<br /> GA GAUGE CONCRETE NOTES (CBC CHAPTER 19) NON-SHRINK GROUT: ASTM C-11011000 PSI 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR AT LEAST ONEui
<br /> G.E. GABLE END 3. ROLLED STRUCTURAL SHAPES SHALL BEAR MILL IDENTIFICATION MARKS IN CONFORMANCE WORKING DAY PRIOR TO PERFORMIN ANY WORK THAT REQUIRES SPECIAL INSPECTION.
<br /> GB GRADE BEAM 1. ALL CONCRETE WORK SHALL CONFORM t0 THE REQUIREMENTS OF ACI 301, EXCEPT AS WITH ASTM A6-96. HSS (TUBES AND ROUNDS) SHALL BEAR MILL IDENTIFICATION IN 6. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS z
<br /> GLB GLU-LAMINATED BEAM MODIFIED BY THESE NOTES. ACCORDANCE WITH ASTM A-500 AND HSS (PIPES) IN ACCORDANCE WITH ASTM A-53. AND STRUCTURAL OBSERVATION MUST BE COMPLETED BY THE OWNER, THE OWNER'S AGENT, THE
<br /> G.T. GIRDER TRUSS 2. CONCRETE SHALL BE STANDARD WEIGHT CONCRETE (145 PCF) AND HAVE THE FOLLOWING 4. WHEN FABRICATING BEAMS, PLACE NATURAL CAMBER UP. ARCHITECT OF RECORD OR THE ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION °
<br /> HD HOLDOWN ULTIMATE COMPRESSIVE STRENGTH At 28 DAYS: 5. PROVIDE HARDENED WASHERS AS REQUIRED PER THE SPECIFICATION FOR STRUCTURAL SERVICES DIVISION. °
<br /> HDR HEADER A. SLAB ON GRADE: 2500 PSI JOINTS USING ASTM A325 OR ASTM A490 BOLTS BY THE RESEARCH COUNCIL ON STRUCTURAL 1. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE LOCAL
<br /> NGR HANGER 3. CEMENT SHALL CONFORM t0 ASTM C-150, TYPE I OR TYPE II. CONNECTIONS. JURISDICTION FOR TESTING MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENT.
<br /> (H) HORIZONTAL 4. ADMIXTURES SHALL COMPLY WITH ASTM A494 AND SHALL NOT BE CONSIDERED t0 6. BOLT HOLES: 8. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE LOCAL JURISDICTION FOR THE
<br /> Ht HEIGHT REDUCE THE CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED) A. TYPICAL STEEL t0 STEEL CONNECTIONS: BOLT DIAMETER + 1/16 INCH FABRICATION OF MEMBERS AND ASSEMBLIES AT THE SHOP. THE FABRICATOR SHALL SUBMIT AN
<br /> IN l") INCH(ES) 5. STRUCTURAL LIGHTWEIGHT CONCRETE SHALL BE SAND LIGHTWEIGHT AND HAVE A DRY B. ANCHOR BOLTS (RODS): BOLT DIAMETER + 3/16 INCH APPLICATION TO PERFORM OFF-SITE FABRICATION TO THE INSPECTION SERVICES DIVISION PRIOR °
<br /> JST JOIST DENSITY RANGE OF 110 PCF t0 115 PCF. 1. HEADED AND THREADED ANCHORS: NELSON SELF-FLUXED ANCHORS. TO COMMENCEMENT OF FABRICATION. THE FABRICATOR SHALL SUBMIT A CERTIFICATE OF -
<br /> K KIPS 6. WATER SHALL BE CLEAN AND FREE OF ACID, ALKALIS AND ORGANIC MATERIALS. 8. NON- SHRINK GROUT SHALL BE INSTALLED IMMEDIATELY AFTER COLUMN IS PLUMBED. COMPLIANCE TO THE INSPECTION SERVICES DIVISION PRIOR TO THE ERECTION OF FABRICATED
<br /> KS KING STUD 1. CONCRETE SLUMPS SHALL CONFORM t0 ASTM C-143 AND SHALL NOT EXCEED THE CONTRACTOR SHALL NOT LOAD COLUMN ANCHOR BOLTS BEFORE PLACEMENT OF NON- ITEMS. w
<br /> LB (") POUNDS FOLLOWING: SHRINK GROUT WITHOUT TAKING MEASURES TO PREVENT BUCKLING OF ANCHOR BOLTS UNDER 9. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE °
<br /> LONG LONGITUDINAL A. FOOTINGS: 411 CONSTRUCTION LOAD. COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE APPROVING =
<br /> LSL TIMBER-STRAND BEAM B. SLAB ON GRADE: 4" 9. ALL WELDING SHALL BE DONE BY THE FLUX-CORE PROCESS USING APPROVED MUNICIPALITY.
<br /> LVL MICROLAM C. IF TEMP IS ABOVE 80°:6" (PROVIDE REVISED MIX DESIGN) ELECTRODES PER AWS SPECIFICATION ESOXX (LOW HYDROGEN ELECTRODES). WELDINGcq
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<br /> MAX MAXIMUM 8. CONCRETE SHALL BE PROPORTIONED SUCH THAT THE 1 DAY STRENGTHS ARE A MINIMUM SHALL CONFORM t0 THE LATEST EDITION OF AWS DI.I AND AWS D1.4 AND SHALL BE Z
<br /> MB MACHINE BOLT OF SEVENTY PERCENT OF THE SPECIFIED 28 DAY STRENGTH FOR ANY CONCRETE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE PROCEDURES CONTAINED DESIGN NOTES: w Z r
<br /> MANUR MANUFACTURER CONSTRUCTION REQUIRING SHORING, BRACING OR TO RECEIVE CONSTRUCTION LOADS. ERE . CQ N
<br /> MISC MISCELLANEOUS 9. REFER t0 ARCHITECTURAL DRAWINGS FOR CURBS, DEPRESSIONS, SLOPES,GROOVES AND 10. WHERE WELD LENGTH IS NOT SHOWN, It SHALL BE THE FULL LENGTH OF THE JOINT. WIND SEISMIC wLo
<br /> MIN MINIMUM GROUNDS REQUIRED t0 BE CAST INTO CONCRETE. 11, WHERE MINIMUM AISC FILLET WELD THICKNESS REQUIREMENT EXCEEDS WELDS SHOWN ON
<br /> 10. SLEEVE PLUMBING OPENINGS IN CONCRETE SLABS BEFORE PLACING CONCRETE. ULTIMATE DESIGN WIND SPEED: 110 MPH <
<br /> (N) NEW DETAILS PROVIDE MINIMUM AISC WELD. RISK CATEGORY: II
<br /> 11. NO SLEEVES OR CHASES SHALL BE PLACED IN FOOTINGS UNLESS SPECIFICALLY NOTED NOMINAL DESIGN WIND SPEED: S3 MPH o
<br /> NTS NOT t0 SCALE 12. WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT SEISMIC IMPORTANCE FACTOR:1.0 Q
<br /> O.C. ON CENTER BY THE STRUCTURAL PLANS. HAVE SPECIAL INSPECTION WHEN THE WELDING IS DONE IN AN APPROVED FABRICATOR'S RISK CATEGORY: 11 SS : 0.654 SDS:0.55'
<br /> 3 INTERNAL PRESSURE COEFFICIENT: tO.16 z
<br /> PCF POUNDS PER CUBIC FT 12. PROJECTION CORNERS OF SLABS,WALLS, COLUMNS, ETC SHALL BE FORMED WITH A SHOP. HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF 51 : 0.266
<br /> PERP PERPENDICULAR CHAMFER. COMPLIANCE IN ACCORDANCE WITH IBC SECTION 1104.2.2. WIND EXPOSURE: B Cs : 0.11 z
<br /> PL PLATE 13. MIX DESIGNS SHALL BE SUBMITTED t0 THE ENGINEER OF RECORD FOR REVIEW PRIOR TO 13. ALL FULL PENETRATION GROOVE WELDS SHALL BE ULTRASONICALLY INSPECTED BY AN COMPONENTS AND CLADDING PRESSURE: 18.2 PSF DESIGN BASE SHEAR: 0.11W o
<br /> PLY PLYWOOD POURING CONCRETE. APPROVED TESTING AGENCY AND SHALL CONFORM TO LATEST EDITION OF AWS D1.1, SITECLASS: D 0 O Z
<br /> 14. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED t0 THE ENGINEER OF O
<br /> PSL PARALLAM BEAM SECTIONS 5 AND 6. SEISMIC DESIGN CATEGORY: D Q
<br /> P.T. PRESSURE TREATED RECORD WHEN CONCRETE REQUIRES SPECIAL INSPECTION. 14. ALL FLANGE STIFFENER PLATES AND CAP PLATES USED IN MOMENT CONNECTIONS SHALL BE COMPONENTS 4 CLADDINGS ujQ
<br /> REF REFERENCE 15. REFER t0 SECTION 1.1 OF ACI 318 FOR CONCRETE COVER NOT NOTED IN THE PLANS OR ORIENTED SO THAT THE ROLLING DIRECTION OF THE PLATE IS PARALLEL WITH THE ❑ SIMPLIFIED ANALYSIS PROCEDURE
<br /> REINF REINFORCING DETAILS. DIRECTION OF PRINCIPAL STRESS. (ASCE -16 12.14) � W
<br /> REQ'D REQUIRED 16. DO NOT DISPLACE REBAR FROM THEIR INTENDED POSITIONS DURING PLACEMENT OF 15. HIGH STRENGTH BOLTING:
<br /> R.J. ROOF JOIST CONCRETE. A. ALL STEEL t0 STEEL CONNECTIONS SHALL HAVE A325 HIGH STRENGTH BOLTS (A325N D EQUIVALENT LATERAL FORCE PROC. L
<br /> 11. CLEAN AND ROUGHEN THE SURFACES OF ANY COLD JOINTS. USE A BONDING AGENT THAT (ASCE -16 12.8) w C O
<br /> R.R. ROOF RAFTER DESIGN VALUES). m
<br /> SCHED SCHEDULE EXCEEDS THE COMPRESSIVE STRENGTH OF THE CONCRETE BY 25%. B. ALL CONNECTIONS ALONG CHORD AND DRAG LINES, AS SHOWN ON PLANS, ARE "SLIP 5O
<br /> SIM SIMILAR CRITICAL" CONNECTIONS. (A325SC DESIGN VALUES WITH SPECIAL INSPECTIONK. ALL BOLTS o
<br /> SPL SPLICE REINFORCING STEEL IN OVERSIZED OR SLOTTED HOLES ARE "SLIP CRITICAL" CONNECTIONS UNLESS OTHERWISE
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<br /> SP. INSP. SPECIAL INSPECTION NOTED. a
<br /> STRUC STRUCTURAL 1. REBAR GRADES SHALL BE: ASTM A615 16. STAIRS SHALL BE DESIGNED IN ACCORDANCE WITH DETAILS PROVIDED AND IBC LOAD AND "'
<br /> t�B TOP AND BOTTOM A. "3 AND SMALLER: GRADE 40 w
<br /> B. *4 AND LARGER: GRADE 60 DEFLECTION CRITERIA. CALCULATIONS AND DRAWINGS SIGNED BY A CALIFORNIA
<br /> T4G TONGUE AND GROOVE REGISTERED CIVIL ENGINEER SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER a
<br /> T. PL TOP PLATE 2. CONCRETE COYER FOR REBAR SHALL BE: AND BUILDING DEPARTMENT BEFORE FABRICATION.
<br /> A. CONCRETE POURED AGAINST EARTH: 3" w
<br /> TR. TRUSS B. CONCRETE EXPOSED t0 WEATHER: 11, STRESSES OCCURRING DURING FABRICATION, SHIPMENT, AND ERECTION SHALL BE
<br /> TYP TYPICAL TEMPORARY AND NOT EXCESSIVE. STRESSES At ALL TIMES SHALL BE LESS THAN DESIGN z
<br /> LION UNLESS OTHERWISE NOTED 1. "5 AND SMALLER: �2� AND ALLOWABLE STRESSES. THE FULL DESIGN AND LOAD CARRYING CAPACITY OF THE
<br /> 2. "6 AND LARGER: 211(V) VERTICAL C. CONCRETE NOT EXPOSED to WEATHER: STEEL WORK SHALL NOT BE IMPAIRED DUE TO FABRICATION, SHIPMENT, OR ERECTION
<br /> V.I.F VERIFY IN FIELD 1. "II AND SMALLER: %4„ PROCEDURES. THROUGHOUT THE COMPLETE PROCESS, THE STABILITY OF INDIVIDUAL m
<br /> W/ WITH 2. "14 AND LARGER: " MEMBERS AND ASSEMBLIES SHALL BE MAINTAINED.
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<br /> WT WEIGHT 3. REBAR DETAILING AND PLACEMENT SHALL BE IN ACCORDANCE WITH THE "MANUAL OF 18. ALL ADDITIONAL STEEL REQUIRED FOR ERECTION PURPOSES SHALL BE PROVIDED At NO
<br /> STANDARD PRACTICE" BY THE REINFORCING STEEL INSTITUTE. ADDITIONAL COST AND SHALL BE REMOVED UNLESS APPROVED BY THE OWNER IN WRITING. o
<br /> 4. VERTICAL BARS SHALL BE LIED IN PLACE At THE TOP, BOTTOM AND INTERMEDIATE POINTS PER 19. CERTIFICATIONS FROM THE STEEL FABRICATOR SHALL BE PROVIDED t0 THE CITY BUILDING NOTICE TO THE APPLICANT/ OWNER/ OWNER'S AGENT/ ARCHITECT OR ENGINEER OF RECORD:
<br /> CBC CHAPTERS 19 AND 21. DIVISION FOR ALL STEEL DELIVERED t0 THE JOB SITE PRIOR t0 REQUESTING INSPECTIONS BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE
<br /> 5. ALL REBAR, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION FOR STEEL FRAME,FLOOR SHEATHING, OR ROOF SHEATHING INSPECTION, WHICHEVER OCCURS WORK SPECIFIED HEREIN, YOU AGREE t0 COMPLY WITH THE REQUIREMENTS OF CITY OF SAN a
<br /> FIRST. DIEGO FOR SPECIAL INSPECTION STRUCTURAL OBSERVATIONS CONSTRUCTION MATERIAL
<br /> PRIOR t0 PLACING CONCRETE. g
<br /> 6. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE 20. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED t0 AND REVIEWED BY THE TESTING AND OFF SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT z
<br /> FABRICATION AND INSTALLATION. ENGINEER BEFORE FABRICATION. OF SPECIAL INSPECTION AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. o
<br /> 1. WELDING OF REINFORCING BARS SHALL CONFORM TO AWS D1.4-05. E90XX ELECTRODES SHALL w
<br /> BE USED FOR BAR t0 BAR E ESOXX ELECTRODES SHALL BE USED FOR REINFORCING t0 uiui
<br /> STRUCTURAL STEEL. LATEST DESIGN DATE
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<br /> 11/09/20
<br /> NOTICE TO THE CONTRACTOR/ BUILDER/ INSTALLER/ SUB-CONTRACTOR/ OWNER-BUILDER: BY N
<br /> USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE Lu LATEST BACKGROUND DATE
<br /> WORK SPECIFIED HEREIN, YOU YOU ACKNOWLEDGE AND ARE AWARE OF THE REQUIREMENTS w 10/21/20
<br /> CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE t0 COMPLY WITH THE w
<br /> REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, � SCALE NONE
<br /> CONSTRUCTION MATERIAL TESTING AND OFF SITE FABRICATION OF BUILDING COMPONENTS, w
<br /> CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION AND, AS REQUIRED BY THE CALIFORNIA F DRAWN LM
<br /> CONSTRUCTION CODES.
<br /> T JOB 20-198
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