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<br /> GENERAL STRUCTURAL NOTES SUBMITTALS CONTINUED 13. CHAMFER ALL EXTERIOR CORNERS 1/2-I1N UNLESS SHOWN OTHERWISE. xExduxWc¢xarToscue 3 h _Q
<br /> 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR CONSTRUCTION.WHERE NOTES:
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<br /> STANDARD TOLERANCES FOR CONCRETE FORMWORK SHALL CONFORM TO AMERICAN CONCRETE INSTITUE(ACI)117, 'N�2c' �r
<br /> CONFLICTS BETWEEN THE DRAWINGS EXIST,THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL EOR.THE CONTRACTOR SHALL 1, THE CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMITTAL.CONTRACTOR'S REVIEW SHALL 14. f. ORAL
<br /> BE COMPLETELY FAMILIAR WITH THE FINAL CONTRACT DOCUMENTS AND HAVE A COPY OF THEM ON SITE AT ALL TIMES. CHECK FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS,UNLESS OTHERWISE SPECIFIED. 'JONAL ENc otiltia!i
<br /> ELECTRONIC EQUIVALENTS ARE ACCEPTABLE WHERE PERMITTED BY THE GOVERNING JURISDICTION.
<br /> 2. SHOP DRAWINGS ARE REVIEWED FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS,RESPONSIBILITY FOR 15. CONSTRUCTION MATERIALS SHALL BE UNIFORMLY SPREAD OUT SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS
<br /> 2. SCALES NOTED ON DRAWINGS ARE FOR GENERAL INFORMATION ONLY.DO NOT SCALE DRAWINGS. CORRECTNESS SHALL BE THE CONTRACTOR'S RESPONSIBILITY.SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE NOTED HEREIN IS NOT EXCEEDED. z
<br /> CONTRACT DRAWINGS OR PROJECT SPECIFICATIONS.CHANGES OR SUBSTITUTIONS,OR DEVIATIONS FROM CONTRACT W
<br /> 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2021 INTERNATIONAL BUILDING CODE(IBC)AS AMENDED BY THE STATE DRAWINGS AND/OR PROJECT SPECIFICATIONS WILL NOT BE ACCEPTED VIA SHOP DRAWINGS REVIEW.ALL SUCH 16. MECHANICALLY VIBRATE ALL FORMED CONCRETE.DO NOT OVER-VIBRATE.PLACE CONCRETE MONOLITHICALLY uj
<br /> OF WASHINGTON.ALL BUILDING ELEMENTS AND COMPONENTS NOT SPECIFICALLY DETAILED IN THESE STRUCTURAL MODIFICATIONS SHALL BE SUBMITTED SEPARATELY FOR THE STRUCTURAL EOR'S REVIEW. BETWEEN CONSTRUCTION OR CONTROL JOINTS.PROTECT ALL CONCRETE FROM PREMATURE DRYING. _ �A CONSTRUCTION DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED IN ACCORDANCE WITH THE MINIMUM STANDARDS � E
<br /> CONTAINED IN THE IBC. FOUNDATIONS tn
<br /> 17. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI-306.HOT WEATHER PLACEMENT SHALL CONFORM TO ACI-305.
<br /> 4. ALL STANDARDS AND SPECIFICATIONS REFERENCED WITHIN THESE DRAWINGS REFER TO THE MOST CURRENT VERSION 1. GEOTECHNICAL REPORT,DATED JUNE 3,2021(THEIR FILE NO.24415-001-00),WAS PREPARED BY GEOENGINEERS,INC.
<br /> REFERENCED IN THE SPECIFIED BUILDING CODE OR THE MOST CURRENT VERSION AVAILABLE AT THE PUBLISH DATE OF THESE OF REDMOND,WA,PHONE:(425)861-60000.THE CONTRACTOR SHALL BE FAMILIAR WITH THAT SUPPLEMENTAL REPORT 18. THE MAXIMUM DIFFERENTIAL TEMPERATURE BETWEEN GEOMETRIC CENTER AND NEARBY EXTERIOR SURFACES SHALL am
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<br /> DRAWINGS. INFORMATION,ANY SUBSEQUENT AMENDMENTS,AND THE RECOMMENDATIONS CONTAINED THEREIN. NOT EXCEED 35 DEGREES FAHRENHEIT.
<br /> 5. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN THE REQUIRED CONSTRUCTION 2. ALL FOUNDATIONS TO BEAR ON UNDISTURBED NATIVE MATERIAL,OR GRANULAR COMPACTED ENGINEERED FILL,PER 19. CONTRACTOR TO COORDINATE CONCRETE FINISH WITH OWNER PRIOR TO CONSTRUCTION. 0 CZ N
<br /> OR WHERE CONFLICTS EXIST,IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST ADDITIONAL INFORMATION(RFIs)AND/OR THE PROJECT CONTRACT DOCUMENTS,THE CONTRACTOR IS DIRECTED TO THE GEOTECHNICAL REPORT IN THE ? w rn
<br /> CLARIFICATIONS BEFORE FABRICATION OR CONSTRUCTION. PROJECT SUPPLEMENTAL INFORMATION FOR ADDITIONAL INFORMATION.EXCAVATIONS FOR FOUNDATIONS SHALL BE
<br /> REINFORCING STEELLu
<br /> OBSERVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING OF CONCRETE FOR FOUNDATION. Lu z
<br /> 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION.THE STRUCTURAL FOR SHALL BE U O
<br /> NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 3. SOIL DESIGN CRITERIA,PER GEOTECHNICAL ENGINEER: 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60 OR ASTM A706,GRADE 60. _ Lu
<br /> 3.1. SOIL BEARING- 2,500 PSF LU
<br /> 7. IT IS THE RESPONSIBILITY OF THE OWNER OR THE OWNER'S AGENT TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY 3.1.1. 113 INCREASE ALLOWED FOR SHORT TERM LOADS 2. REINFORCING STEEL SHALL NOT BE TACK WELDED FOR ANY REASON.WELDED REINFORCING BARS WILL ONLY BE 0 w
<br /> PERMITS FROM CITY,COUNTY,STATE,OR FEDERAL AGENCIES,AS REQUIRED.POSSESSION OF THESE DRAWINGS DOES NOT 3.2. FRICTION COEFFICIENT- 0.35 APPROVED IF EXPLICITLY SHOWN ON THE STRUCTURAL DRAWINGS OR IF WRITTEN APPROVAL IS GIVEN BY THE
<br /> CONSTITUTE PERMIT APPROVAL. 3.3. FROST DEPTH- 18 IN(CITY OF EVERETT) STRUCTURAL EOR,
<br /> 8. THE GENERAL CONTRACTOR,SUBCONTRACTORS,AND SUPPLIERS SHALL ENSURE COORDINATION OF 4. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED, 3. DOWELS AND OTHER MISCELLANEOUS STEEL EMBEDDED ITEMS SHALL BE LOCATED AND HELD IN SPECIFIED POSITION I—
<br /> CONTRACTOR-SUPPLIED/DESIGNED ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN DISCIPLINES WITHIN THE PRIOR TO PLACEMENT OF CONCRETE/GROUTAND SHALL NOT BE PUSHED INTO CONCRETE/GROUT FOLLOWING z
<br /> CONSTRUCTION SET.COORDINATION SHALL IDENTIFY AND RECONCILE CONFLICTS BETWEEN THE CONTRACTOR-SUPPLIED/DESIGNED ELEMENTS AND THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION AND DELIVERY TO 5. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE DURING AND AFTER CONSTRUCTION. CONCRETE/GROUT POUR. ui
<br /> THE PROJECT SITE.THE STRUCTURAL FOR SHALL BE NOTIFIED IF CONFLICTS EXIST,
<br /> CONCRETE 4. ALL REINFORCING BENDS SHALL BE MADE COLD.BARS SHALL NOT BE UN-BENT AND RE-BENT.FIELD BENDING OF REBAR
<br /> 9. WHERE CONFLICTS EXIST BETWEEN STRUCTURAL DOCUMENTS AND OTHER DISCIPLINES,THE STRICTEST REQUIREMENTS,AS SHALL NOT BE ALLOWED UNLESS SPECIFICALLY NOTED.NO BARS PARTIALLY EMBEDDED IN HARD CONCRETE/GROUT
<br /> INDICATED BY THE STRUCTURAL EOR,SHALL GOVERN. 1. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI-301,"SPECIFICATIONS FOR SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL EOR.
<br /> STRUCTURAL CONCRETE".MIX PROPORTIONS SHALL BE PER ACI-301.SUBMIT MIX DESIGN FOR REVIEW BY STRUCTURAL Li j
<br /> 10. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE.THE CONTRACTOR SHALL TAKE ALL EOR FOR APPROVAL PRIOR TO CONSTRUCTION. POST-INSTALLED CONCRETE ANCHORS:
<br /> NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY AND STABILITY OF THE STRUCTURE AT ALL STAGES OF W
<br /> CONSTRUCTION,INCLUDING SHORING AND TEMPORARY SHORING AND BRACING. 2. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE I. ADHESIVE:CONCRETE SUPPLIER IN CONJUNCTION WITH THE CONCRETE MIX DESIGN. w
<br /> 11. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE.PROVIDE SHORING AND/OR BRACING (-)
<br /> WHERE LOADS EXCEED DESIGN CAPACITY OR WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. I.I. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS IN O
<br /> 3. ALL STRUCTURAL CONCRETE SHALL BE NORMAL WEIGHT(148 PCF DRY DENSITY,MIN),WITH MIX DESIGNS THAT ATTAIN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS WITHIN THE � M
<br /> 12. CLADDING,WATERPROOFING,AND ARCHITECTURAL FEATURES ARE OUTSIDE THE STRUCTURAL DESIGN.ANY DEPICTION OF THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. N
<br /> 1.2. AT THE TIME OF ANCHOR INSTALLATION,IN ACCORDANCE WITH ACI 318-14 SECTION 17.1.2,ADHESIVE ANCHORS co
<br /> SUCH FEATURES ON THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO BE USED FOR CONSTRUCTION,REPRESENTATION OF ul
<br /> SUCH FEATURES ON THESE DRAWINGS MAY OR MAY NOT BE ACCURATE. SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS. zIc
<br /> TYPE Pc* SLUMP* w/c AIR O 65 3:
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<br /> DESIGN LOADS QUALITY ASSURANCE PLAN J LVLI tz
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<br /> FOUNDATION 5,000 PSI 2 0.40 6.0% QUALITY ASSURANCE FOR THE STRUCTURE'S SEISMIC RESISTANCE SHALL BE ENSURED BY THE REVIEW OF THE FOLLOWING w O O", w
<br /> DESIGN LOADS:PER 2021 IBC AS AMENDED BY THE STATE OF WASHINGTON *AVERAGE SLUMP PRIOR TO THE ADDITION OF ANY ADMIXTURE SUBMITTALS,PERFORMING THE LISTED STRUCTURAL OBSERVATIONS AND IMPLEMENTATION OF THE LISTED SPECIAL = xx Z; aj
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<br /> 1603.1.1-FLOOR LOADS;
<br /> INSPECTION AND MATERIAL TESTING OF THE FOLLOWING:
<br /> DEAD LOAD................................................................................... MATERIAL SELF WEIGHT 4. PORTLAND CEMENT SHALL BY TYPE I OR II(OR TYPE IL WITH APPROPRIATE SULFATE RESISTANCE)IN CONFORMANCE STRUCTURAL OBSERVATION AND SPECIAL INSPECTION REQUIREMENTS DO NOT WAIVE THE REQUIREMENTS FOR BUILDING v LS
<br /> LIVE LOAD..................................................................................... 60 PSF(UNIFORM),8,000 LB(CONCENTRATED) WITH ASTM C150.AGGREGATES SHALL BE IN CONFORMANCE WITH ASTM C33 AND USE CRUSHED(NOT ROUND)GRAVEL PERMIT INSPECTIONS OR ANY OTHER INSPECTIONS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.THE CONTRACTO R
<br /> OR STONE.COARSE AGGREGATES SHALL NOT EXCEED 1-IN.WATER SHALL BE CLEAN AND POTABLE. IS SOLELY RESPONSIBLE FOR THE COORDINATION OF ALL STRUCTURAL OBSERVATIONS,SPECIAL INSPECTIONS,PERMITTING APR p 1 1015 D
<br /> 1603.1.3-SNOW LOADS: 4.1. NOTE:SULFATE EXPOSURE CATEGORY IS ASSUMED AND SHOULD BE VERIFIED WITH THE GEOTECHNICAL REPORT. INSPECTIONS,AND OTHER INSPECTIONS,AS APPLICABLE. CI
<br /> GROUND SNOW LOAD,PG......................................................... 16.1 PSF IF THE SULFATE EXPOSURE IS NOT INCLUDED IN THE GEOTECHNICAL REPORT,IT IS THE CONTRACTOR'S OF EVzRETT
<br /> FLAT-ROOF SNOW LOAD,P 11.3 PSF,USE 25 PSF MIN. RESPONSIBILITY TO VERIFY THE SULFATE EXPOSURE DOES NOT EXCEED THE DESIGN EXPOSURE LIMITS FOR CLASS Permit Services
<br /> SNOW EXPOSURE FACTOR CE................................................ 1.0 S1.CONTRACTOR SHALL PREPARE AN RFI AS NEEDED TO ADJUST THE CONCRETE DESIGN MIXTURE AND STRUCTURAL OBSERVATION REQUIREMENTS:
<br /> SNOW LOAD IMPORTANCE FACTOR,IS................................... 1.2,CATEGORY IV CEMENTITIODUS MATERIAL TYPES SHOULD CLASS S2 OR S3 BE ENCOUNTERED. UJ
<br /> THERMAL FACTOR,Cr............................................................... 1.1 1. THE OWNER SHALL EMPLOY THE STRUCTURAL FOR OR AN ALTERNATE WASHINGTON STATE LICENSED PROFESSIONAL �
<br /> SLOPE FACTOR,CS.................................................................... N/A 5. CEMENTITIOUS MATERIAL SHALL ONLY BE PORTLAND CEMENT OR ASTM CERTIFIED FLY ASH.UP TO A MAXIMUM OF 15% ENGINEER,APPROVED BY THE STRUCTURAL EOR,TO PERFORM STRUCTURAL OBSERVATIONS IN ACCORDANCE WITH O
<br /> OF CEMENTATIOUS MATERIAL MAY BE FLY ASH IN ACCORDANCE WITH ASTM C618.BLAST FURNACE SLAG AND OTHER SECTION 1704.6 OF THE INTERNATIONAL BUILDING CODE.
<br /> 1603. WIND DESIGN CRITERIA:ULT SLAG PRODUCTS ARE NOT ALLOWED.EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL EOR. Q
<br /> ULTIMATE/BASIC DESIGN WIND SPEED,V.............................. 109 MPH 2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A REGISTERED DESIGN Of
<br /> RISK CATEGORY.......................................................................... IV PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT SIGNIFICANT
<br /> WIND EXPOSURE......................................................................... B 6. CONCRETE MIXING OPERATIONS,ETC.,SHALL CONFORM TO ASTM C94.
<br /> INTERNAL PRESSURE COEFFICIENT........................................ N/A CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM.STRUCTURAL OBSERVATION DOES NOT U
<br /> INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY OTHER INSPECTION CRITERIA,INCLUDING SPECIAL INSPECTION,AS
<br /> o VELOCITY PRESSURE,qz........................................................... 1&6 PSF 7. AIR ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260,C233 AND C457 EXCEPT FOR WALL CONCRETE WHICH REQUIRED BY THE BUILDING OFFICIAL OR AS INDICATED WITHIN THE INTERNATIONAL BUILDING CODE. Of
<br /> SHALL NOT BE AIR ENTRAINED
<br /> 3. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE BUILDING OFFICIAL AND THE STRUCTURAL
<br /> wa 1603.1.5-EARTHQUAKE/SEISMIC DESIGN CRITERIA: ( I Q
<br /> 8. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6%(t)1.5%AIR ENTRAINMENT BY VOLUME.AIR ENTRAINMENT FOR IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION).AT THE CONCLUSION OF THE STRUCTURAL of
<br /> RISK CATEGORY.......................................................................... IV SHALL BE IN CONFORMANCE WITH ASTM C260. WORK INCLUDED WITHIN THE PERMIT,THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL AND THE o LLI
<br /> SEISMIC IMPORTANCE FACTOR,IE.......................................... 1.5 OWNER(AND THE STRUCTURAL FOR IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION)A WRITTEN U z
<br /> SITE CLASS.................................................................................. D(PER GEOTECH REPORT) Lu
<br /> 9. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE WATERICEMENT RATIO OF THE STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH,TO THE BEST
<br /> SPECTRAL ACCELERATION,SS................................................ 1.369 G ORIGINAL MIX DESIGN IS NOT EXCEEDED.WATER REDUCING ADMIXTURE SHALL BE IN CONFORMANCE WITH ASTM 494 OF THE STRUCTURAL OBSERVER'S KNOWLEDGE,HAVE NOT BEEN RESOLVED.SPECTRAL ACCELERATION, 0.490 G AND USED IN CONFORMANCE WITH MANUFACTURER INSTRUCTIONS,SUPERPLASTICIZERS MAY BE USED AT THE JOB No
<br /> CONTRACTOR'S OPTION.SUBMIT ADMIXTURES TO STRUCTURAL FOR FOR REVIEW PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY FOR THE STRUCTURAL OBSERVER
<br /> SPECTRAL RESPONSE COEFFICIENT,SD6............................. 0.913 G 2405-0007
<br /> s SPECTRAL RESPONSE COEFFICIENT,SDI......... 0.591 G TO PERFORM THE REQUIRED STRUCTURAL OBSERVATIONS.IN ADDITION,THE CONTRACTOR SHALL NOTIFY THE OWNER
<br /> � SEISMIC DESIGN CATEGORY.................................................... D 10. REINFORCEMENT BARS SHALL CONFORM TO THE REQUIREMENTS OF THE REINFORCING STEEL AND CONCRETE
<br /> AND STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS BEFORE THE TIME AT WHICH THE SPECIFIED STRUCTURAL DRAWN CHECKED
<br /> SEISMIC FORCE RESISTING SYSTEM(S).................................. RIGID NONBUILDING STRUCTURE(EQUIPMENT 4 5) DETAILING SECTIONS OF THESE GENERAL NOTES. OBSERVATIONS MAY BE PERFORMED.IN ADDITION,THE CONTRACTOR SHALL UPDATE THE STRUCTURAL OBSERVER OF TJC NRW
<br /> THE CONSTRUCTION PROGRESS.
<br /> ATTACHMENT FOR MECHANICAL COMPONENTS(EQUIPMENT 1-3) 11. COORDINATE PLACEMENT OF OPENINGS,PIPE PENETRATIONS,CURVES,DOWELS,SLEEVES,CONDUITS,ANCHORS,AND DATE 02/25/2025
<br /> SUBMITTALS: INSERTS PRIOR TO THE PLACEMENT OF CONCRETE.SLEEVES,PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE 5. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED FOR THE FOLLOWING AREAS OF WORK: REVISIONS
<br /> EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED. 5.1. FOUNDATION:FOLLOWING THE INSTALLATION OF THE FOOTING REINFORCING,FORMWORK,AND OTHER CAST-IN
<br /> 9- THE CONTRACTOR SHALL PROVIDE THE STRUCTURAL FOR AND THE BUILDING OFFICIAL SUBMITTALS FOR APPROVAL,PRIOR TO ITEMS,BUT PRIOR TO THE FIRST CONCRETE POUR.
<br /> 12. FORMWORK SHALL BE IN ACCORDANCE WITH ACI�47"GUIDE TO FORMWORK FOR CONCRETE".FORMS SHALL BE 5.2. FOLLOWING THE COMPLETION OF ALL STRUCTURAL ELEMENTS CONTAINED HEREIN.
<br /> FABRICATION OR CONSTRUCTION,FOR THE FOLLOWING ITEMS:
<br /> DESIGNED BY THE CONTRACTOR.SHORING AND TEMPORARY SUPPORTS SHALL BE PROVIDED AS REQUIRED OR UNTIL
<br /> THE CONCRETE HAS REACHED ITS SPECIFIED 28-DAY STRENGTH.FORMWORK,SHORING,AND TEMPORARY SUPPORTS
<br /> 1. CONCRETE MIX DESIGN AND PROPOSED ADMIXTURES. SHALL PROVIDE FINISHED CONCRETE SURFACES AT ALL FACES:LEVEL,PLUMB,AND TRUE TO DIMENSIONS AND Permit It: PW2502-027 SHEET
<br /> 2. CONCRETE REINFORCING SHOP DRAWINGS. ELEVATIONS SHOWN IN THE DRAWINGS. Sitegddress: iB337rHsr5wBLDGq
<br /> O Owner: MIDDLE EARTH HOLDING LLC
<br /> 3. EQUIPMENT MANUFACTURER CUT SHEETS INCLUDING EMPTY AND OPERATING WEIGHTS. Tenant: HEUON ENERGY OF 3
<br /> 7J2 25 4:07:33 PM App.Date: 2/28/2025
<br /> Permit Type: PUBLICWORKS
<br /> THIS SET OF Subtype: MINOR SrrE WORK(UNDER 2001F HARD
<br /> DRAWINGS SHALL SURFACE) p
<br /> EF OF1,Og SITE Description: EQUIP CONCRETE P D FOR CRmCAL U
<br /> A"ALLTIMES. FE6 zb 2015
<br /> Reviewed By: I- Date:�ls CITY OF EVERETT
<br /> _Office Set Job Site Set 1 Permit Services
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