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SHEET:
<br />SHEET TITLE
<br />RGA, OFFICE OF ARCHITECTURAL DESIGN
<br />COPYRIGHT
<br />RGA PROJECT NO:
<br />CONSULTANT
<br />PROFESSIONAL SEALS
<br />00000.00
<br />MARK DATE DESCRIPTION
<br />OWNER PROJECT NO: 00000.00
<br />CAD FILE NAME:-
<br />DRAWN BY:DM
<br />CHK'D BY:ML
<br />17300 Red Hill Avenue, Suite 250
<br />Irvine, CA 92614
<br />T: (949) 579-1170
<br />miyamotointernational.com
<br />MI Project #: MI2004255.00
<br />S 3525
<br />Exp. 03/31/21
<br />REGISTEREDPROFESSIONALENGINEER
<br />STATE OF CALIFORNIASTRUCTURAL
<br />J
<br />EFFREY AL A N CROSIE
<br />R
<br />SHEA DYER
<br />BUSINESS PARK
<br />ANDURIL
<br />BUILDING 4
<br />642 ALTON AVENUE
<br />SANTA ANA, CA
<br />PC
<br />DD
<br />01/22/2021 PC RESUBMITTAL1
<br />GENERAL NOTES
<br />S1.1
<br />GENERAL NOTES
<br />010000-0000 (07/07/14)
<br />1. REFER TO THE TYPICAL DETAIL SHEETS FOR TYPICAL DETAILS OF CONSTRUCTION. TYPICAL
<br />DETAILS APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE.
<br />WHERE CONDITIONS REQUIRE MODIFICATIONS OF A TYPICAL DETAIL, THE CONTRACTOR SHALL
<br />SUBMIT MODIFIED DETAIL FOR APPROVAL BY THE ENGINEER OF RECORD PRIOR TO FABRICATION
<br />AND INSTALLATION. DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS
<br />THOSE SHOWN FOR SIMILAR CONSTRUCTION.
<br />2. CONTRACTOR SHALL CONSIDER THE PROJECT SPECIFICATIONS A PART OF THE CONTRACT
<br />DOCUMENTS. WHERE INFORMATION IS CONFLICTING, SPECIFIC DETAILS SHALL GOVERN OVER
<br />TYPICAL DETAILS WHICH SHALL GOVERN OVER THESE NOTES WHICH SHALL GOVERN OVER
<br />SPECIFICATIONS.
<br />3. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL
<br />DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR,
<br />CONTACT THE ARCHITECT (ARCH) OR ENGINEER OF RECORD (EOR). ALL DIMENSIONS RELATED
<br />TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. DIMENSIONS ARE TO
<br />THE FACE OF STUDS, AND TO CENTERLINE OF COLUMNS UNO.
<br />4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE EOR OF ANY CONFLICTS
<br />BETWEEN THE STRUCTURAL DRAWINGS AND OTHER DRAWINGS; OR EXISTING CONDITIONS NOT
<br />SHOWN OR DIFFERENT FROM THOSE SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF
<br />WORK. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE
<br />BUILDING THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES.
<br />5. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.
<br />UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION. THE
<br />CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE CONSTRUCTION
<br />AND ALL ADJACENT PROPERTIES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE
<br />BUT ARE NOT LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT,
<br />ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR EOR SHALL NOT INCLUDE
<br />OBSERVATION OF THE ABOVE ITEMS.
<br />6. SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL DRAWINGS MAY BE
<br />CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR GREATER CAPACITY AND
<br />PERFORMANCE. CURRENT EVALUATION REPORTS AND PRODUCT INFORMATION SHALL BE
<br />PROVIDED TO THE STRUCTURAL ENGINEER DEMONSTRATING THE REQUIRED CAPACITY AND
<br />PERFORMANCE OF THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL FROM THE EOR
<br />SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL SPECIFIED ON THE
<br />STRUCTURAL DOCUMENTS.
<br />7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE
<br />"CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA, LATEST EDITION, AND
<br />ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. THE ARCHITECT, EOR, AND THE
<br />OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY
<br />WITH THESE REQUIREMENTS.
<br />8. ALL WORK IS NEW (N) UNLESS INDICATED AS EXISTING (E).
<br />9. CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED WHEN PLACED ON THE STRUCTURE SUCH
<br />THAT LOADS DO NOT EXCEED DESIGN LIVE LOADS OR RESULT IN AN UNBALANCED CONDITION.
<br />10. REFER TO THE PROJECT SPECIFICATIONS FOR SHOP DRAWING REQUIREMENTS AND
<br />SUBMITTALS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE EOR (ALLOW FOR A REVIEW
<br />DURATION OF 10 BUSINESS DAYS), AND SHALL CONSIST OF EITHER ELECTRONIC FILES OR ONE
<br />SET FOR OUR RECORDS AND ONE REPRODUCIBLE SET. REVIEW OF SHOP DRAWINGS AND
<br />SUBMITTALS BY THE EOR IS FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE
<br />CONTRACTOR WILL REMAIN RESPONSIBLE FOR ALL ERRORS OF DETAILING, FABRICATION, AND
<br />FOR CORRECT FITTING OF ALL STRUCTURAL MEMBERS, INCLUDING COORDINATION WITH OTHER
<br />TRADES. SHOP DRAWINGS AND SUBMITTALS DO NOT CONSTITUTE CHANGE ORDERS. ANY
<br />PROPOSED CHANGES TO THE STRUCTURAL DOCUMENTS MUST BE SUBMITTED IN WRITING AS A
<br />REQUEST FOR SUBSTITUTION TO THE ARCHITECT AND EOR FOR APPROVAL. SEE "STRUCTURAL
<br />SUBMITTALS NOTES" FOR MORE INFORMATION.
<br />11. CORE DRILLS REQUIRED SHALL NOT CUT ANY REINFORCING. THE CONTRACTOR IS TO
<br />COORDINATE WORK OF ALL TRADES TO ENSURE COMPLIANCE. ALL CORE DRILLS ARE TO BE
<br />PRESENTED TO THE INSPECTOR OF RECORD (IOR) FOR VERIFICATION. THE IOR IS TO DOCUMENT
<br />CORES EXAMINED INDICATING AN ABSENCE OF REINFORCING.
<br />12. STRUCTURAL JOINT DIMENSIONS SHOWN ON PLANS (EXPANSION, SEISMIC, SEPARATION, ETC)
<br />(WHERE OCCURS) INDICATE THE MINIMUM CLEAR DISTANCE REQUIRED. SEE PLANS, DETAILS,
<br />AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
<br />STRUCTURAL STEEL NOTES
<br />051200-0000 (07/07/14)
<br />1. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE
<br />SPECIFICATIONS AND STANDARD OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC),
<br />AS CONTAINED IN THE LATEST EDITION OF "AISC MANUAL OF STEEL CONSTRUCTION".
<br />2. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING
<br />SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS IS PROVIDED TO
<br />ADEQUATELY BRACE THE STRUCTURE.
<br />3. PROVIDE THE FOLLOWING MATERIALS FOR STRUCTURAL STEEL UNO:
<br />a. EXCEPT AS OTHERWISE NOTED, ALL BOLTS SHALL BE HIGH STRENGTH BOLTS.
<br />4. ALL CONNECTIONS NOT SHOWN SHALL CONFORM TO THE "AISC MANUAL OF STEEL
<br />CONSTRUCTION" AND SHALL BE SUBMITTED ON SHOP DRAWINGS FOR REVIEW BY EOR PRIOR TO
<br />FABRICATION.
<br />5. ALL WELDED HEADED STUDS, THREADED STUDS, AND DEFORMED BARS SHALL BE NELSON, OR
<br />EQUIVALENT, AND WELDED (IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS BY
<br />CERTIFIED WELDERS) SO AS TO FULLY DEVELOP THE TENSILE CAPACITY OF THE CONNECTOR.
<br />6. BOLTS WITH UPSET THREADS ARE NOT ALLOWED. USE THE APPROPRIATE NUT AND WASHER
<br />TYPE FOR THE SPECIFIED BOLT.
<br />7. ALL STEEL FABRICATION SHALL BE PERFORMED BY A LICENSED FABRICATOR.
<br />8. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL PERMANENTLY EXPOSED TO THE
<br />ELEMENTS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION UNLESS A WEATHER PROOF
<br />COATING IS SPECIFIED BY THE ARCHITECT, UNO. STAINLESS AND WEATHERING STEELS, WHERE
<br />SPECIFIED, ARE EXEMPT FROM THIS REQUIREMENT. GALVANIZED SURFACES SHALL BE
<br />PROTECTED DURING CONSTRUCTION AND SHALL BE REPAIRED AS NECESSARY. ALL
<br />ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL COMPLY WITH AISC CODE OF
<br />STANDARD PRACTICE, SECTION 10.
<br />9. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES, WELDED STUDS OR OTHER ITEMS NOT
<br />SHOWN IN THESE DRAWINGS. WHERE STEEL IS EMBEDDED IN CONCRETE OR MASONRY, PROVIDE
<br />HOLES AS REQUIRED FOR PASSAGE OF CONTINUOUS REINFORCING BARS WHERE INDICATED ON
<br />DRAWINGS. DO NOT CUT HOLES IN STRUCTURAL STEEL WITHOUT PRIOR APPROVAL OF EOR.
<br />10. PLACE NON-SHRINK OR DRYPACK GROUT UNDER ALL BASE PLATES AND ALLOW TO CURE
<br />BEFORE APPLYING LOADS.
<br />11. ALL WORK SHALL BE IN CONFORMANCE WITH ANY AND ALL TESTING, INSPECTION,
<br />QUALIFICATION, AND QUALITY ASSURANCE PROVISIONS AS REQUIRED BY THE BUILDING CODE
<br />AND ANY APPLICABLE STANDARDS. THESE STANDARDS INCLUDE, BUT ARE NOT LIMITED TO THE
<br />LATEST VERSION OF THE FOLLOWING: AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL
<br />BUILDINGS"; AISC 341 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS", AWS D1.1
<br />"STRUCTURAL WELDING CODE - STEEL"; AWS D1.8 "STRUCTURAL WELDING CODE - SEISMIC
<br />SUPPLEMENT"; AND RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH
<br />BOLTS". CONFORMANCE TO SUPPLEMENTS TO THESE STANDARDS, IF PUBLISHED ON OR BEFORE
<br />THE DATE OF PERMIT ISSUANCE, IS ALSO REQUIRED. ALTHOUGH THESE CONTRACT DOCUMENTS
<br />INCLUDE GENERAL REFERENCES TO CODES AND STANDARDS, AND REFERENCES TO OR
<br />INCLUSIONS OF SPECIFIED PROVISIONS, OMISSIONS OF ANY APPLICABLE CODE, STANDARD, OR
<br />PROVISION DOES NOT RELIEVE THE GENERAL CONTRACTOR FROM COMPLIANCE TO THE
<br />APPLICABLE REQUIREMENTS. COORDINATION OF QUALITY CONTROL AND QUALITY ASSURANCE
<br />IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
<br />SHAPE MATERIAL/GRADE
<br />WIDE FLANGE SECTIONS ASTM A992
<br />PLATES, ANGLES, CHANNELS & TEES ASTM A36
<br />SQUARE OR RECTANGULAR HOLLOW
<br />STRUCTURAL SECTIONS (HSS)
<br />ASTM A500, GRADE B (F y=46
<br />KSI)
<br />ROUND HOLLOW STRUCTURAL SECTIONS (HSS)ASTM A500, GRADE B (F y=42
<br />KSI)
<br />PIPES ASTM A53 TYPE E OR S, GRADE
<br />B, (F y=35 KSI)
<br />MACHINE BOLTS (MB)ASTM A307
<br />HIGH STRENGTH BOLTS (HSB)ASTM A325 TYPE N
<br />WELDED HEADED STUDS ASTM A108
<br />THREADED RODS FOR ANCHOR BOLTS ASTM F1554, GRADE 36
<br />WELDING NOTES
<br />051200-0000 (07/07/14)
<br />1. WELDING PROCEDURES, ELECTRODES AND WELDER QUALIFICATIONS SHALL CONFORM TO THE
<br />"CODE FOR WELDING IN BUILDING CONSTRUCTION", AMERICAN WELDING SOCIETY (AWS), D1.1
<br />AND THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS".
<br />2. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATION TESTS,
<br />AND SHALL BE CERTIFIED FOR THE WORK THEY ARE PERFORMING.
<br />3. PROJECT WELDING SHALL BE PERFORMED ONLY IN ACCORDANCE WITH WELDING PROCEDURE
<br />SPECIFICATIONS (WPS) SUBMITTED BY THE CONTRACTOR AND REVIEWED BY THE EOR AND
<br />PROJECT WELDING INSPECTOR. THE WPS SHALL BE IN ACCORDANCE WITH AWS D1.1-D1.4
<br />CURRENT EDITION.
<br />4. WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED PER AWS D1.1 USING E70XX
<br />ELECTRODES UNLESS OTHERWISE NOTED.
<br />5. WELDING OF REINFORCING BARS SHALL BE PERFORMED PER AWS D1.4 USING E90XX
<br />ELECTRODES.
<br />6. WELDING OF METAL DECK AND LIGHT GAGE STEEL SHALL BE IN ACCORDANCE WITH AWS D1.3.
<br />7. ALL FULL PENETRATION WELDS SHALL BE ULTRA-SONIC TESTED PER AWS D1.1. SEE AISC 341
<br />SECTION W4.1.
<br />8. ALL GROOVE OR BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS, UNO. ALL EXPOSED
<br />BUTT WELDS SHALL BE GROUND SMOOTH.
<br />9. ALL EXPOSED WELDS ON ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL
<br />COMPLY WITH AISC CODE OF STANDARD PRACTICE, SECTION 10.
<br />10. FIELD WELDS HAVE BEEN INDICATED WHERE THEY ARE EXPECTED TO OCCUR. THE
<br />CONTRACTOR SHALL DETERMINE THE ACTUAL FIELD WELDING NECESSARY TO COMPLETE THE
<br />PROJECT AND INCLUDE ALL ASSOCIATED COSTS WITHIN THE BASE BID.
<br />HIGH-STRENGTH BOLT NOTES
<br />1. SEE STRUCTURAL STEEL NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
<br />2. JOINT ASSEMBLIES USING HIGH-STRENGTH BOLTS SHALL BE IN ACCORDANCE WITH THE
<br />CURRENT EDITION OF THE "AISC (RCSC) SPECIFICATION FOR STRUCTURAL JOINTS USING
<br />HIGH-STRENGTH BOLTS".
<br />3. ALL HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A-325 OR ASTM A-490, NUTS SHALL
<br />CONFORM TO ASTM A-563 AND WASHERS SHALL CONFORM TO ASTM F-436.
<br />4. PAINT SHALL NOT BE PERMITTED ON CONTACT SURFACES UNLESS NOTED OTHERWISE.
<br />CONTACT SURFACES OF BOLTED PARTS SHALL BE DESCALED AND FREE OF DIRT, OIL, BURRS,
<br />PITS, AND OTHER DEFECTS WHICH PREVENT SOLID SEATING OF PARTS.
<br />5. ALL HIGH-STRENGTH BOLTS SHALL BE TIGHTENED TO THE AISC SNUG TIGHT CONDITION UNLESS
<br />SPECIFIED AS SLIP-CRITICAL.
<br />6. SLIP-CRITICAL BOLTS SHALL HAVE CLASS "A" FAYING SURFACES. SLIP-CRITICAL JOINT
<br />ASSEMBLIES SHALL BE FULLY PRE-TENSIONED BY TURN-OF-NUT TIGHTENING, TENSION CONTROL
<br />CALIBRATED WRENCH TIGHTENING, TWIST-OFF BOLTS CONFORMING TO ASTM F1852, OR BY
<br />DIRECT TENSION INDICATOR TIGHTENING CONFORMING TO ASTM F959.
<br />051200-0000 (07/07/14)
<br />010000-0005 (07/07/14)
<br />DEFERRED APPROVAL ITEMS
<br />SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE REVIEWED BY THE ARCHITECT
<br />OR ENGINEER OF RECORD AND THEN SUBSEQUENTLY REVIEWED AND APPROVED BY THE BUILDING
<br />OFFICIAL PRIOR TO INSTALLATION.
<br />MECHANICAL NOTES
<br />1. MECHANICAL CONTRACTOR TO VERIFY ALL MECHANICAL UNIT LOCATIONS, SIZES AND OPENINGS.
<br />2. STEEL FABRICATOR TO LOCATE ALL BEAMS BASED ON INFORMATION FROM MECHANICAL
<br />CONTRACTOR AND SUBMIT STEEL BEAM LOCATION TO THE STRUCTURAL ENGINEER FOR REVIEW.
<br />3. MECHANICAL CONTRACTOR SHALL SUBMIT HVAC ANCHORAGE DETAILS STAMPED AND SIGNED BY
<br />A STATE LICENSED CIVIL ENGINEER. THIS INCLUDES ANCHORAGE FOR UNITS MORE THAN 400 LBS
<br />MOUNTED ABOVE A FLOOR OR ROOF LEVEL AND UNITS MORE THAN 20 LBS OR 5 LBS/FT HANGING
<br />BELOW A FLOOR OR ROOF.
<br />STRUCTURAL DESIGN CRITERIA
<br />010000-0001 (07/07/14)
<br />1. CODES:
<br />ALL NEW WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA BUILDING CODE (CBC) 2019
<br />EDITION, INCLUDING ALL AMENDMENTS. ALL STANDARDS USED SHALL BE THE LATEST
<br />VERSION APPROVED BY THE CODE ENFORCEMENT AGENCY ON THE DATE OF THE PERMIT
<br />ISSUANCE UNLESS SPECIFICALLY NOTED OTHERWISE.
<br />2. GRAVITY DESIGN LOADS:
<br />3. WIND DESIGN INFORMATION:
<br />4. SEISMIC DESIGN INFORMATION:
<br />LIVE LOADS (REDUCIBLE, UNO):
<br />a. ROOF, UNIFORM 20 PSF
<br />RISK CATEGORY II EXPOSURE C
<br />BASIC WIND SPEED (3 SEC GUST), Vult = 95 MPH
<br />INTERNAL PRESSURE COEFFICIENT GCpi = ± 0.18
<br />Ie = 1.0 RISK CATEGORY II DESIGN CAT. D
<br />SS = 1.271 S1 = 0.455 SDS = 1.017
<br />AB ANCHOR BOLT
<br />ABV ABOVE
<br />ADDL ADDITIONAL
<br />ADJ ADJACENT
<br />AFF ABOVE FINISH FLOOR
<br />ALT ALTERNATE
<br />ARCH ARCHITECT(URAL)
<br />BLDG BUILDING
<br />BLKG BLOCKING
<br />BLW BELOW
<br />BM BEAM
<br />BN BOUNDARY NAILING
<br />B.O. BOTTOM OF
<br />B.O.S. BOTTOM OF SHEATHING
<br />BOTT BOTTOM
<br />BRG BEARING
<br />BS BOTH SIDES
<br />BTWN BETWEEN
<br />C CAMBER
<br />CIP CAST IN PLACE
<br />CJ CONTROL/CONSTRUCTION
<br />JOINT
<br />CJP COMPLETE JOINT
<br />PENETRATION
<br />CL CENTERLINE
<br />CLG CEILING
<br />CLR CLEAR
<br />CMU CONCRETE MASONRY UNIT
<br />COL COLUMN
<br />CONC CONCRETE
<br />CONN CONNECTION
<br />CONT CONTINUOUS
<br />CP COMPLETE PENETRATION
<br />CSK COUNTERSINK
<br />CTR(D) CENTER(ED)
<br />D
<br />B BAR OR BOLT DIAMETER
<br />DBL DOUBLE
<br />DEMO DEMOLITION
<br />DET DETAIL
<br />DIA DIAMETER
<br />DIAG DIAGONAL
<br />DIM DIMENSION
<br />DO DITTO
<br />DWG DRAWING
<br />(E) EXISTING
<br />EA EACH
<br />EF EACH FACE
<br />EJ EXPANSION JOINT
<br />EMBED EMBEDMENT
<br />ELEC ELECTRICAL
<br />ELEV ELEVATION
<br />EN EDGE NAILING
<br />E.O. EDGE OF
<br />EOR ENGINEER OF RECORD
<br />EQ EQUAL
<br />EQUIP EQUIPMENT
<br />ES EACH SIDE OR EDGE
<br />SCREW
<br />EW EACH WAY
<br />EXP EXPANSION
<br />EXT EXTERIOR
<br />FIN FINISH
<br />FLG FLANGE
<br />FLR FLOOR
<br />FN FIELD NAILING
<br />FND FOUNDATION
<br />F.O. FACE OF
<br />FS FAR SIDE OR FIELD SCREW
<br />FRMG FRAMING
<br />FT FOOT OR FEET
<br />FTG FOOTING
<br />G GIRDER
<br />GA GAGE
<br />GALV GALVANIZED
<br />GC GENERAL CONTRACTOR
<br />GLB GLUED-LAMINATED BEAM
<br />HAB HEADED ANCHOR BOLT
<br />HD HOLDOWN
<br />HDR HEADER
<br />HGR HANGER
<br />HK HOOK
<br />HORIZ HORIZONTAL
<br />HP HIGH POINT
<br />HS HIGH STRENGTH
<br />HSB HIGH STRENGTH BOLT
<br />HSS HOLLOW STRUCTURAL
<br />STEEL
<br />HT HEIGHT
<br />ID INSIDE DIAMETER
<br />I.F. INSIDE FACE
<br />IN INCH
<br />INT INTERIOR
<br />JST JOIST
<br />JT JOINT
<br />KLF KIPS PER LINEAR FOOT
<br />KSF KIPS PER SQUARE FOOT
<br />KSI KIPS PER SQUARE INCH
<br />L ANGLE
<br />LFRS LATERAL FORCE RESISTING
<br />SYSTEM
<br />LLH LONG LEG HORIZONTAL
<br />LLV LONG LEG VERTICAL
<br />LP LOW POINT
<br />LWC LIGHT WEIGHT CONCRETE
<br />MAX MAXIMUM
<br />MB MACHINE BOLT
<br />MECH MECHANICAL
<br />MFR MANUFACTURER
<br />MIN MINIMUM
<br />MTL METAL
<br />(N) NEW
<br />NS NEAR SIDE OR NON-SHRINK
<br />NTS NOT TO SCALE
<br />NWC NORMAL WEIGHT
<br />CONCRETE
<br />OC ON CENTER
<br />OD OUTSIDE DIAMETER
<br />O.F. OUTSIDE FACE
<br />OH OPPOSITE HAND
<br />OPNG OPENING
<br />PDF POWDER/POWER DRIVEN
<br />FASTENER
<br />PJ PANEL JOINT
<br />PJP PARTIAL JOINT
<br />PENETRATION
<br />PL PLATE
<br />PLC(S) PLACE(S)
<br />PLF POUNDS PER LINEAR FOOT
<br />PLYWD PLYWOOD
<br />PREFAB PREFABRICATED
<br />PSF POUNDS PER SQUARE FOOT
<br />PSI POUNDS PER SQUARE INCH
<br />PT PRESSURE TREATED OR
<br />POST TENSION
<br />QTY QUANTITY
<br />RAD, R RADIUS
<br />REF REFERENCE
<br />REINF REINFORCING
<br />REQD REQUIRED
<br />(S) "SIMPSON" STRONG TIE CO.
<br /> OR "USP"
<br />W/ EQUIVALENT ICC VALUES
<br />SB SILL BOLT
<br />SC SAW CUT OR SLIP CRITICAL
<br />SCHED SCHEDULE
<br />SHTG SHEATHING
<br />SIM SIMILAR
<br />SMS SHEET METAL SCREW
<br />SN SILL NAIL
<br />SOG SLAB ON GRADE
<br />SQ SQUARE
<br />SS STAINLESS STEEL
<br />STD STANDARD
<br />STGRD STAGGERED
<br />STIFF STIFFENER
<br />STL STEEL
<br />STRUCT STRUCTURAL
<br />T&B TOP & BOTTOM
<br />THK THICK
<br />T.O. TOP OF
<br />TYP TYPICAL
<br />UNO UNLESS NOTED OTHERWISE
<br />VERT VERTICAL
<br />VIF VERIFY IN FIELD
<br />W/ WITH
<br />W/O WITHOUT
<br />WF, W WIDE FLANGE
<br />WLD WELDED
<br />WO WHERE OCCURS
<br />WP WORK POINT
<br />WT WEIGHT
<br />WWF WELDED WIRE FABRIC
<br />010000-0002-ALT2 (01/05/15)
<br />TYPICAL ABBREVIATIONS
<br />STRUCTURAL STEEL
<br />PERIODIC: HIGH-STRENGTH BOLTS, NUTS, AND WASHERS IDENTIFICATION MARKINGS TO CONFORM
<br />TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS,
<br />MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED
<br />PERIODIC: INSPECTION OF HIGH-STRENGTH BOLTING BEARING-TYPE CONNECTIONS
<br />PERIODIC: INSPECTION OF SLIP-CRITICAL CONNECTIONS USING TURN-OF-NUT METHOD WITH
<br />MATCHMARKING, DIRECT TENSION INDICATOR METHOD, OR TWIST OFF BOLTS
<br />CONT: INSPECTION OF SLIP-CRITICAL CONNECTIONS USING CALIBRATED WRENCH METHOD OR
<br />TURN-OF-NUT WITHOUT MATCHMARKING
<br />PERIODIC: STRUCTURAL STEEL IDENTIFICATION MARKINGS TO CONFORM TO ASTM
<br />STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS
<br />PERIODIC: STRUCTURAL STEEL MANUFACTURER'S CERTIFIED MILL TEST REPORTS
<br />REQUIRED
<br />PERIODIC: INSPECTION OF STEEL FRAME BRACING & STIFFENER DETAILS FOR
<br />COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS
<br />PERIODIC: STEEL FRAME MEMBER LOCATIONS
<br />PERIODIC: APPLICATIONS OF JOINT DETAILS AT EACH CONNECTION
<br />WELDING
<br />CONT: COMPLETE AND PARTIAL PENETRATION GROOVE WELDS
<br />CONT: FILLET WELDS > 5/16" AND MULTIPASS FILLET WELDS
<br />PERIODIC: FILLET WELDS < 5/16"
<br />PERIODIC: METAL DECK WELDS
<br />PERIODIC: LIGHT GAUGE METAL WELDS
<br />PERIODIC: WELD FILLER MATERIAL IDENTIFICATION MARKINGS TO CONFORM TO AWS
<br />STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS,
<br />MANUFACTURER'S CERTIFICATION OF COMPLIANCE REQUIRED
<br />CONT: WELDING OF REINFORCEMENT STEEL RESISTING SEISMIC FORCES, INDICATED ON PLANS
<br />AND DETAILS AS LFRS ELEMENTS OR CONNECTIONS
<br />PERIODIC: VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706
<br />CONT: WELDING OF STIRRUPS, HOOPS OR TIES
<br />CONT: REINFORCING WELDS IN CMU
<br />PERIODIC: ALL OTHER REINFORCEMENT WELDS, UNO
<br />STATEMENT OF SPECIAL INSPECTIONS
<br />010000-0003 (07/07/14)
<br />1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS
<br />DURING CONSTRUCTION. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL
<br />DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR
<br />INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL
<br />INSPECTION.
<br />2. SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A
<br />FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL
<br />INSPECTION. APPROVED FABRICATORS MUST SUBMIT A CERTIFICATE OF COMPLIANCE FOR
<br />OFFSITE FABRICATIONS SUCH AS STRUCTURAL STEEL, PRECAST CONCRETE, GLUED LAMINATED
<br />TIMBER, ETC.
<br />3. ALL INSPECTIONS SHALL BE PERFORMED BY INDEPENDENT SPECIAL INSPECTORS. JOB SITE
<br />VISITS BY THE STRUCTURAL ENGINEER OR BUILDING OFFICIAL DO NOT CONSTITUTE AND ARE
<br />NOT A SUBSTITUTE FOR INSPECTIONS BY A SPECIAL INSPECTOR.
<br />4. ALL INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND EOR. THE
<br />FINAL REPORTS BY THE SPECIAL INSPECTOR(S) MUST CERTIFY THAT THE ENTIRE STRUCTURAL
<br />SYSTEM COMPLIES WITH THE APPROVED PLANS AND SPECIFICATIONS.
<br />5. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THESE INSPECTIONS ARE
<br />PERFORMED.
<br />6. WORK REQUIRING SPECIAL INSPECTION SHALL BE INSPECTED BY THE SPECIAL INSPECTOR WHO
<br />IS PRESENT IN THE AREA WHERE THE WORK IS PERFORMED AND AT THE COMPLETION OF WORK.
<br />CONTINUOUS INSPECTION CONSISTS OF FULL-TIME INSPECTION; PERIODIC INSPECTION
<br />CONSISTS OF PART-TIME OR INTERMITTENT INSPECTION.
<br />7. THE FOLLOWING SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE BUILDING
<br />OFFICIAL. THIS LIST IS NOT INTENDED TO BE ALL INCLUSIVE.
<br />010000-0008 (07/09/14)
<br />STRUCTURAL SUBMITTALS
<br />1. REVIEW OF SHOP DRAWINGS AND SUBMITTALS BY THE EOR IS FOR GENERAL COMPLIANCE
<br />WITH THE CONTRACT DOCUMENTS.
<br />2. SHOP DRAWINGS SHALL BE SUBMITTED TO THE EOR FOR REVIEW PRIOR TO FABRICATION. THE
<br />CONTRACTOR WILL REMAIN RESPONSIBLE FOR ALL ERRORS OF DETAILING, FABRICATION, AND
<br />FOR CORRECT FITTING OF ALL STRUCTURAL MEMBERS INCLUDING COORDINATION WITH
<br />OTHER TRADES.
<br />A. SHOP DRAWINGS SHALL BE SUBMITTED TO THE EOR (ALLOW FOR A REVIEW DURATION
<br />OF 10 BUSINESS DAYS), AND SHALL CONSIST OF EITHER ELECTRONIC FILES OR ONLY
<br />ONE SET FOR OUR RECORDS AND ONE REPRODUCIBLE SET.
<br />B. EOR WILL RETURN THE REPRODUCIBLE SET CLEARLY MARKED WITH COMMENTS. ANY
<br />REQUIRED RECORD SET COPIES SHALL BE MADE FROM THIS RETURNED SET.
<br />C. REPRODUCTION OF STRUCTURAL PLANS & DETAILS FOR SHOP DRAWINGS IS
<br />PROHIBITED. SUBCONTRACTOR/FABRICATOR IS TO PROVIDE INDEPENDENTLY CREATED
<br />DRAWINGS BASED ON THE STRUCTURAL PLANS AND DETAILS.
<br />3. SHOP DRAWINGS AND SUBMITTALS DO NOT CONSTITUTE CHANGE ORDERS. ANY PROPOSED
<br />CHANGES TO THE STRUCTURAL DOCUMENTS MUST BE SUBMITTED IN WRITING AS A REQUEST
<br />FOR SUBSTITUTION TO THE ARCHITECT AND EOR FOR APPROVAL.
<br />4. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR
<br />SEISMIC-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR
<br />SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL
<br />SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE
<br />OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE
<br />CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF
<br />AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL
<br />INSPECTION.
<br />5. THE FOLLOWING LIST SUMMARIZES IMPORTANT STRUCTURAL SUBMITTALS FOR THIS PROJECT.
<br />REFER TO THE SPECIFICATIONS FOR A COMPLETE LIST AND ADDITIONAL REQUIREMENTS.
<br />GENERAL
<br />REQD: QUALIFICATION DATA FOR APPROVED INSTALLERS AND FABRICATORS
<br />REQD: CERTIFICATES OF CONFORMANCE FOR PREFABRICATED MEMBERS
<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 QUALIFICATIONS
<br />REQD: TEST REPORTS FOR SHOP AND FIELD WELDED AND BOLTED CONNECTIONS
<br />KEY MAP
<br />1
<br />SCOPE OF WORK:
<br />ADDITION OF 5 NEW
<br />CEILING FANS
<br />2020-162041
<br />02/23/21
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