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<br />IN-
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<br />A
<br />GENERAL STRUCTURAL NOTES
<br />GENERAL
<br />ALL TYPICAL DETAILS AND NOTES SHOWN ON THESE DRAWINGS ARE PART OF THE CONSTRUCTION CONTRACT
<br />CARBON FADER REINFORCED POLYMER (CFRP) AND EPDXY �NJEC70N
<br />AND SHALL BE PROVIDED BY THE CONTRACTOR. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE
<br />PLANS, BUT SHALL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS.
<br />REFERENCE STANDARDS: FRP SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS:
<br />ACI 440.2-17 "GUIDE FOR THE DESIGN AND CONSTRUCTION OF EXTERNALLY BONDED FRP SYSTEMS
<br />C
<br />FOR STRENGTHENING CONCRETE STRUCTURES"
<br />BUILDING CODE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
<br />ACI 503R-93 "USE OF EPDXY COMPOUNDS WITH CONCRETE"
<br />DRAWINGS AND THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION AND THE INTERNATIONAL EXISTING
<br />BUILDING CODE (IEBC) 2015 EDITION, AS AMENDED BY THE CITY OF EVERETT. STRUCTURAL REPAIRS SHALL BE IN
<br />ACI 546R-14 "CONCRETE REPAIR GUIDE"
<br />COMPLIANCE WITH IEBC SECTION 606.
<br />ICRI 310.2-2013 "SELECTING AND SPECIFYING CONCRETE SURFACE PREPARATION FOR SEALERS, COATINGS,
<br />THE REPAIR WORK ON THE EXISTING BUILDING INCLUDES RESTORATION AND REPLACEMENT OF DAMAGED
<br />POLYMER OVERLAYS, AND CONCRETE REPAIRS"
<br />CONCRETE ELEMENTS WITH MATERIALS OF SIMILAR CAPACITIES TO RESTORE TO THEIR ORIGINAL CONDITION.
<br />ICRI #320.2R-2009 "GUIDE FOR SELECTING AND SPECIFYING MATERIALS FOR REPAIR OF CONCRETE SURFACES"
<br />STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION IN EFFECT ON
<br />FRP SYSTEMS SHALL CONFORM TO ANY ADDITIONAL STANDARDS RECOMMENDED BY THE MANUFACTURER OR THE SUPPLIER.
<br />THE BID DATE, UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING CODE.
<br />MATERIALS AND TESTING:
<br />LOADS AND CRITERIA
<br />EPDXY -RESIN BONDING SYSTEMS ASTM C881 / C881M
<br />GRAVITY- IN ADDITION TO THE SELF WEIGHT, THE FOLLOWING WERE USED FOR DESIGN:
<br />FRP TEST METHODS ASTM D3039
<br />UNIFORM CONCENTRATED SUPERIMPOSED
<br />LIVE LOAD LIVE LOAD DEAD LOAD
<br />PULL -OFF TEST ASTM D4541
<br />(PSF) (K) (PSF)
<br />STAIRS AND LANDINGS 100 3,000 5
<br />FRP MATERIALS: THE CFRP COMPOSITE LAMINATE SYSTEM SHALL BE ONE OF THE FOLLOWING PRODUCTS:
<br />FLOORS 40 - 15
<br />* FYFECO TYFO SCH CARBON FIBER OR SEH GLASS FIBER
<br />CORRIDORS 100 - 15
<br />* MILLIKEN INFRASTRUCTURE RENEW WRAP CARBON FIBER OR VELAGLASS GLASS FIBER
<br />EITHER GFRP OR CFRP MAY BE USED AT CONTRACTOR'S OPTION AT FRP LOCATIONS UNLESS GFRP IS SPECIFICALLY
<br />SUBMITTALS
<br />CALLED OUT IN THE PLANS OR ELEVATIONS, GFRP MUST BE USED AT LOCATIONS WHERE IT IS SPECIFICALLY CALLED
<br />OUT. CFRP MAY NOT BE USED AT CFRP LOCATIONS, CONTRACTOR SHALL VERIFY THAT THE FRP SYSTEM SELECTED
<br />SHOP DRAWINGS AND SUBMITTALS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR
<br />HAS SUFFICIENT CAPACITY TO MEET DESIGN REQUIREMENTS AND THAT THICKNESS OF THE SYSTEM WILL BE
<br />CONSTRUCTION OF THESE ITEMS:
<br />COMPATIBLE WITH FINISHES NOTED IN ARCHITECTURAL DRAWINGS.
<br />EPDXY INJECTION
<br />EPDXY RESIN SHALL BE INTENDED BY THE MANUFACTURER FOR USE AS PART OF A FRP SYSTEM AND SHALL BE
<br />FIBER REINFORCED POLYMER SYSTEM
<br />PROVIDED AS PART OF THE FRP SYSTEM. AN APPROVED ICC-ES REPORT OR ICC-ES LEGACY REPORT SHALL BE
<br />CONTRACTOR SHALL REVIEW AND STAMP SUBMITTALS PRIOR TO SUBMISSION. DIMENSIONS AND QUANTITIES ARE
<br />PROVIDED TO SUBSTANTIATE THE PERFORMANCE OF THE FRP SYSTEM. PREPARATION AND INSTALLATION OF THE
<br />CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE REVIEWED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
<br />SYSTEM SHALL BE AS RECOMMENDED BY THE MANUFACTURER AND ANY ADDITIONAL REQUIREMENTS INCLUDED IN
<br />MATERIALS PLACED PRIOR TO RECEIPT OF REVIEWED SUBMITTALS. CONTRACTOR SHALL ALLOW14 CALENDAR
<br />THE ICC-ES REPORT OR ICC-ES LEGACY REPORT.
<br />DAYS TIME FOR REVIEW.
<br />RAW SAMPLES AND MSDS OF ALL MATERIALS USED IN THE APPLICATION OF THE FRP COMPOSITE LAMINATE SYSTEM
<br />DEFERRED SUBMITTALS: DRAWINGS AND CALCULATIONS FOR BIDDER -DESIGNED COMPONENTS, SEALED BY THE
<br />SHALL BE SUBMITTED TO THE EVERGREEN STATE COLLEGE DEPARTMENT OF HEALTH AND SAFETY FOR REVIEW AND
<br />WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN, SHALL BE SUBMITTED
<br />APPROVAL PRIOR TO CONSTRUCTION. SAMPLES SHALL BE SUBMIT FOR ANY EPDXY, BONDING AGENTS SEALER,
<br />FOR REVIEW OF GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. DEFERRED SUBMITTALS INCLUDE:
<br />ARCHITECTURAL FINISH, OR ANY OTHER CHEMICAL USED DURING THE COURSE OF THE PROJECT. SEE SPECIFICATIONS
<br />FOR FRP FINISH REQUIREMENTS WHERE DRAWINGS INDICATE ARCHITECTURAL FINISHES ARE REQUIRED.
<br />FIBER REINFORCED POLYMER SYSTEM TEMPORARY SHORING
<br />DESIGN STRENGTH: THE FRP SYSTEM SHALL PROVIDE A TOTAL STRENGTH AND CONFINEMENT AS CALLED OUT IN THE
<br />SUBMITTALS OF BIDDER -DESIGNED ITEMS SHALL INCLUDE LOCATIONS, MAGNITUDES, AND DIRECTIONS OF ALL FORCES
<br />DRAWINGS. WHERE REQUIRED NOMINAL STRENGTHS ARE CALLED OUT IN THE DRAWINGS, THEY REFLECT THE REQUIRED
<br />CFRP STRENGTH ONLY. WHERE A MINIMUM NUMBER OF FRP LAYERS IS ALSO INDICATED, BOTH CRITERIA SHALL BE
<br />TRANSFERRED TO THE STRUCTURE. CALCULATIONS SUBMITTED FOR BIDDER -DESIGNED ITEMS ARE FOR INFORMATION
<br />APPLIED TO THE CFRP DESIGN. CONTRIBUTIONS FROM EXISTING CONCRETE OR REBAR ARE NOT INCLUDED. NOMINAL
<br />ONLY AND WILL NOT BE APPROVED OR RETURNED.
<br />VALUES ASSUME THAT A SHEAR STRENGTH REDUCTION FACTOR, 0, OF 0.75 (PER ACI 318-14) AND AN ADDITIONAL
<br />SPECIAL INSPECTION PER IBC SECTIONS 1704 SHALL BE PERFORMED BY AN AGENCY ACCEPTED BY THE BUILDING
<br />REDUCTION FACTOR,Vf, , OF 0.95 AND 0.85 FOR COMPLETELY -WRAPPED AND PARTIALLY -WRAPPED MEMBERS,
<br />OFFICIAL AND AS OUTLINED IN THE STRUCTURAL INSPECTION SCHEDULE.
<br />RESPECTIVELY (PER ACI 440.2R-17, TABLE 11.3), WILL BE APPLIED. IF THE PROPOSED CFRP SYSTEM REQUIRES A
<br />DIFFERENT 0 O 1�f FACTOR, NOMINAL VALUES SHALL BE SCALED UP AS REQUIRED TO COMPENSATE FOR THE
<br />STRUCTURAL OBSERVATION SHALL BE PERFORMED PER IBC 1704.6.
<br />ALTERNATE REDUCTION VALUES. LOWER NOMINAL VALUES SHALL NOT BE USED. PLEASE NOTE THAT ICC-ES AC125
<br />REQUIRES LOWER VALUES FOR WALLS WITH 1-SIDED FRP APPLICATIONS AS COMPARED TO 2-SIDED APPLICATIONS. SEE
<br />ICC-ES AC125 SECTION 7.3.2.6.1.CALCULATIONS PREPARED AND STAMPED BY AN WASHINGTON STATE LICENSED
<br />EXISTING CONDITIONS: CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR
<br />PROFESSIONAL ENGINEER QUALIFIED TO DESIGN FRP SYSTEMS SHALL BE PROVIDED TO SUBSTANTIATE THESE VALUES.
<br />TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED
<br />DESIGNS SHALL BE BASED ON DESIGN VALUES ESTABLISHED IN THE ICC-ES REPORT OR ICC-ES LEGACY REPORT.
<br />AS GUIDELINES ONLY AND MUST BE VERIFIED. EXISTING CONDITIONS SHOWN ON DRAWINGS ARE BASED EITHER ON SITE
<br />OBSERVATIONS, ORIGINAL DRAWINGS, OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF EXISTING CONDITIONS
<br />EPDXY CONCRETE: EPDXY CONCRETE SHALL BE USED TO FILL VOIDS AND SHALL BE APPLIED ACCORDING TO THE
<br />DO NOT CLOSELY MATCH CONDITIONS SHOWN ON DRAWINGS, OR IF EXISTING MATERIALS ARE OF QUESTIONABLE OR
<br />MANUFACTURER'S RECOMMENDATIONS. PRIME DRY CAVITY SURFACES WITH EPDXY RESIN USING A STIFF BRISTLE
<br />SUBSTANDARD QUALITY, NOTIFY ENGINEER PRIOR TO COMMENCING ANY WORK.
<br />BRUSH. MAKE COATING APPROXIMATELY 20 MILS THICK. PLACE EPDXY CONCRETE WHILE PRIMER IS STILL TACKY AND I
<br />CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING FOR APPROVAL PRIOR TO FABRICATION AND
<br />LAYERS NOT EXCEEDING ONE INCH THICK. USE VIBRATORY FLOATS, PLATES, OR HAND TAMPERS TO CONSOLIDATE THE
<br />CONCRETE. LEVEL EACH LAYER AND SCREED THE FINAL SURFACE TO MATCH THE ADJOINING SURFACES. REMOVE
<br />CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS OR SUBMITTALS ONLY WILL NOT SATISFY THIS REQUIREMENT.
<br />EXCESS EPDXY CONCRETE ON ADJACENT SURFACES BEFORE THE CONCRETE HARDENS. DO NOT FEATHER EPDXY
<br />CONCRETE OUT ONTO ADJACENT SURFACES. EPDXY CONCRETE COMPRESSIVE STRENGTH SHALL BE 6,000 PSI MINIMUM.
<br />CONTRACTOR RESPONSIBILITIES: DRAWINGS REPRESENT DESIGN OF STRUCTURE IN COMPLETED FORM. CONTRACTOR
<br />FRP CURING: CURE EPDXY CONCRETE MATERIALS AND FRP MATERIALS IN ACCORDANCE WITH MANUFACTURER'S ,.
<br />SHALL BE RESPONSIBLE FOR METHODS, SEQUENCES, AND SAFETY PRECAUTIONS REQUIRED TO PERFORM WORK.
<br />RECOMMENDATION.
<br />CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION,
<br />FRP MATERIAL TESTING: A SAMPLE BATCH SHALL CONSIST OF TWO 12"x12" SAMPLES OF CURED FRP COMPOSITE
<br />AND SOIL EXCAVATION AS REQUIRED. SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE
<br />MATERIAL. THE LOT NUMBER OF THE FABRIC AND RESIN AND THE LOCATION OF THE INSTALLATION SHALL BE RECORDED.
<br />BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS, AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH.
<br />MAKE A MINIMUM OF TWO SAMPLE BATCHES PER DAY. THE TEST LABORATORY SHALL PREPARE THE SAMPLE IN
<br />ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED PER ASTM D3039. FURNISH ONE
<br />CONTRACTOR SHALL OBTAIN AND REVIEW THE EXISTING RECORD DRAWINGS AND TESTING RECORDS ASSOCIATED WITH
<br />12"x12" SAMPLE OF CURED COMPOSITE TO THE ENGINEER OF RECORD.
<br />THIS PROJECT PRIOR TO DESIGN, FABRICATION, OR INSTALLATION OF THE CFRP SYSTEM. STRUCTURAL DESIGN SHOWN
<br />IN THESE DRAWINGS IS BASED ON GEOMETRY AND DIMENSIONS SHOWN IN RECORD DRAWINGS PROVIDED BY THE CITY
<br />THE 12"xl2" SAMPLE PANELS SHALL HAVE FIVE COUPONS, 3/4"x9", REMOVED AND TESTED FOR MATERIAL PROPERTIES IN
<br />OF EVERETT. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND GEOMETRY PRIOR TO FABRICATION WHERE
<br />THE LONGITUDINAL (PRIMARY FIBER) DIRECTION PER ASTM D3039. TEST LABORATORY SHALL CONFIRM WITH THE
<br />VARIATIONS IN THE EXISTING CONDITIONS MAY AFFECT FABRICATION OR INSTALLATION.
<br />MANUFACTURER THAT THEY ARE TESTING IN THE SPECIFIED DIRECTION. TEST PROCEDURES SHALL CONFORM TO ASTM
<br />D3039 AND THE MANUFACTURER'S PUBLISHED TESTING METHODS. TESTING RESULTS SHALL BE MADE AVAILABLE WITHIN
<br />DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR
<br />THREE WEEKS OF SAMPLE SUBMISSION. TESTING SHALL PROVIDE AVERAGE VALUES OF ULTIMATE TENSILE STRENGTH,
<br />GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTIFY THE ENGINEER
<br />TENSILE MODULUS, AND PERCENT ELONGATION AT ULTIMATE TENSILE STRENGTH. 25 PERCENT OF SAMPLE BATCHES
<br />OF DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING. NOTES ON INDIVIDUAL STRUCTURAL DRAWINGS
<br />SHALL BE TESTED. IF ONE 12"x12" SPECIMEN FAILS (ON AVERAGE), THE REMAINING SPECIMEN FROM THE SAME BATCH
<br />SHALL TAKE PRIORITY OVER STRUCTURAL NOTES ON SHEET S0.00. NOTED DIMENSIONS TAKE PRECEDENCE OVER
<br />SHALL BE TESTED. IF THE SECOND SPECIMEN ALSO FAILS OR IF THE FIRST SPECIMEN FAILED BY 15 PERCENT OR MORE,
<br />SCALED DIMENSIONS. DO NOT SCALE DRAWINGS.
<br />THE MANUFACTURER SHALL RECOMMEND AND THE CONTRACTOR SHALL EXECUTE REMEDIAL MEASURES TO ENSURE THE
<br />INTEGRITY OF THE SYSTEM. ADDITIONALLY, 50 PERCENT OF REMAINING SAMPLES SHALL BE TESTED IF ANY ONE FAILING
<br />RENOVATION
<br />SPECIMEN IS FOUND.
<br />DEMOLITION CUTTING AND DRILLING: DEMOLITION CUTTING AND DRILLING: CONTRACTOR SHALL VERIFY ALL EXISTING
<br />CONDITIONS BEFORE COMMENCING ANY DEMOLITION, CUTTING OR DRILLING. SHORING SHALL BE INSTALLED TO SUPPORT
<br />FRP PULL -OFF TESTING: A MINIMUM OF THREE PULL -OFF TEST PER 500 FT OF FRP INSTALLED OR ONE TEST MINIMUM
<br />EXISTING CONSTRUCTION AS REQUIRED AND I A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING
<br />SHALL BE PERFORMED, PERFORM TEST PER ASTM D4541 AND ACCORDING TO THE REQUIREMENTS OF THE
<br />SHALL NOT BE DAMAGED. SAW -CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE
<br />MANUFACTURER AND ANY ADDITIONAL REQUIREMENTS IN THE ICC-ES O ICC-ES LEGACY REPORT. TESTING EQUIPMENT
<br />SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE,
<br />AND LOCATIONS SHALL BE SELECTED TO AVOID DAMAGE TO THE POST -TENSIONING ANCHORAGE GROUT POCKETS THAT
<br />CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS SHALL BE LIMITED TO 30 PSF.
<br />OCCUR AT SOME COLUMN FACE LOCATIONS. CONDITIONS OF ACCEPTANCE SHALL BE:
<br />SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY HAMMER DRILLING. CORE DRILLING IS NOT PERMITTED.
<br />A. THE FAILURE MODE IS COHESIVE FAILURE WITHIN THE CONCRETE.
<br />REINFORCEMENT SHALL NOT BE DAMAGED.
<br />B. THE TENSILE BOND STRENGTH SHALL BE IN EXCESS OF 200 PSI.
<br />THE CONTRACTOR SHALL REPAIR THE TEST AREA IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION.
<br />FRP INSPECTION: CHECK EACH AREA WHERE FRP HAS BEEN INSTALLED FOR CRACKS, SPALLS, POPOUTS, AND LOSS OF
<br />BOND BETWEEN THE EPDXY CONCRETE OR FRP SYSTEM COMPONENTS AND THE SURROUNDING CONCRETE. CHECK EACH
<br />EPDXY CONCRETE REPAIRED AREA FOR VOIDS BY TAPPING WITH A HAMMER OR STEEL ROD AND LISTENING FOR A DULL O
<br />HOLLOW SOUNDS, CHECK EACH FRP REINFORCED AREA IN ACCORDANCE WITH THE MANUFACTURER°S RECOMMENDATIONS
<br />AND ANY ADDITIONAL REQUIREMENTS IN THE ICC-ES OR ICC-ES LEGACY REPORT. IMMEDIATELY REPAIR DEFECTS.
<br />� � 11 v�59 � ° 3
<br />TYPE OF MEMBER ASTM SPECIFICATION YIELD " Lv) m y� .,a .�
<br />PLATES, ANGLES, a
<br />R 15
<br />SI
<br />CHANNELS, AND BARS A36 36 K(- z. C p
<br />SPECIAL SHAPES'' ��I- �`.
<br />(NOTED GRADE 50 ON DRAWINGS) A572 50 KSI P c ' ' 0 t ' e ''s"ce:`sn
<br />MACHINE BOLTS (MB) A307 36 KSI
<br />THREADED RODS JR) A193 GRADE B7
<br />CONNECTION BOLTS (HSB) A325
<br />STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE ZINC -COATED HOT -DIPPED GALVANIZED PER ASTM A123. ALL FIELD WELDS
<br />EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH APPLIED PAINT CONTAINING ZINC DUST COMPLYING WITH ASTM A780. ALL
<br />BOLTS AND ANCHOR RODS EXPOSED TO WEATHER SHALL BE ZINC -COATED HOT -DIPPED GALVANIZED PER ASTM A153.
<br />BOLTED CONNECTIONS SHALL BE TYPE "N`° WITH NUTS TIGHTENED TO AISC SNUG -TIGHT CRITERIA, UNLESS NOTED OTHERWISE.
<br />CONNECTION PLATES SHALL HAVE AISC STANDARD ROUND HOLES UNLESS NOTED OTHERWISE. ALL OVERSIZED OR SLOTTED HOLES
<br />SHALL HAVE WASHERS PROVIDED IN ACCORDANCE WITH AISC 360, UNLESS NOTED OTHERWISE.
<br />WELDING: ALL WELDS SHALL COMPLY WITH AWS D1.1. WELDS SHALL BE MADE USING LOW HYDROGEN ELECTRODES WITH MINIMUM
<br />TENSILE STRENGTH OF 70 KSI. ONLY AWS PREQUALIFIED WELDED JOINTS SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL
<br />WELDING WITH AWS A2.4 STANDARD SYMBOLS, WELDS SHOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS
<br />MINIMUM SIZES BASED ON PLATE THICKNESS. WELDS NOT SPECIFIED SHALL BE CONTINUOUS 3/16" FILLET WELDS.
<br />ro
<br />ENGINEER'S SEAL
<br />EVERPARK GARAGE
<br />2815 HOYT AVENUE
<br />EVERETT, WA 98201
<br />FOR
<br />CITY OF EVERETT
<br />EVERPARK GARAGE
<br />I ° A, RS
<br />EVERETT,
<br />{a x r Ida s'
<br />tl T 1
<br />REVISIONS
<br />NO. DATE
<br />DESCRIPTION
<br />3/12/19
<br />PERMIT RESUEMITTAL
<br />4/2/19
<br />PERMIT RESUBMTTAL
<br />PROJECT PRINCIPLE:
<br />PROJECT MANAGER:
<br />DESIGNED:
<br />DRAWN:
<br />CHECKED:
<br />DATE:
<br />PROJECT NUMBER:
<br />PNC
<br />PNC
<br />SSS
<br />EPP
<br />PNC
<br />03/12/2019
<br />262018_055
<br />w
<br />SHEET TITLE
<br />GENERAL STRUCTURAL A
<br />NOTES
<br />SHEET NUMBER
<br />=1
<br />9
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