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18204 59th Ave Ne_BLD2654_2026
,*- b,�TNOTICE 14*1104 VOTO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ;`APPROVED PERMIT#: LOT#: DATE: 10-1 JOB ADDRESS: I S104 TYPE OF INSPECTION: ` ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION 13 Y THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DNPE Y O Cl BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON ''�. • z I o`` • ko x a o aet CD w o c z z H Z a Z cz F O E d Z W O W w M a z w 0 Q cz C:) Z V 3 CY k z 3 O -- F Q ❑ z �+ 2: w z pz m � d -+ O UQ ` a z V C7 p o w tf) o e M G ❑ \ ow Q z C F z u W F O w 0 w v z M Q o OG z w F. Gq M i w ZaCa F „91,� p G � f0 z LIJ z o0Z ] Q Q w w FFa z ctQ z 0 a a G, a x E- F o z 2 O � Owa W O z � Uwe cn c� Q 3 � V va `n a A w z o ,J •� cV Z OR a F Rt T �l cLn cz G ❑ ❑ as zZ � � o o F z _ .a J Z � Ac�nw W F 00L1 � wO � o O � oxa. a ca c � a a 0Z O z O CL � v z � G, A co 14 E. A � c� a .. � Oa O z aQ O 04 w O w O F F ca "" w0 z � as � E- z :ems fs. A a m z � vat CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 ` PHONE; (360) 403-3551 BUILDING PERMIT Address:18204 59th Avenue NE Permit#:2654 Parcel#:31052200200t00 Valuation:4600.00 OWNER APPLICANT CONTRACTOR Name:CITY OF ARLINGTON Name:Henden Electric,Inc. Name:Henden Electric,Inc. Address: 18204 59TH AVE NE Address:26124 Calvary Lane Ne Address:26124 Calvary Lane Ne City,State Zip:ARLINGTON,WA 98223 City,State Zip:Kingston,WA 98346 City,State Zip:Kingston,WA 98346 Phone: Phone:360-297-4433 Phone:360-297-4433 LIC:HENDEEI110NZ EXP:08/09/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: CONST.TYPE: Structural Slab DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI IO/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arli gton must a reported on your sales tax return form and.. od d City of Ar dngto l01. Signature Print Name to Released By Date CONDITIONS INSPECTIONS: 1. STAKING; 2. GRADING; 3. SUBGRADE COMPACTION; 4. FOUNDATION FRAMING/SIDEWALK FRAMING/FENCE POST HOLES; 5. REBAR PLACEMENT; 6. CONCRETE SLUMP TEST; 7. STRUCTURAL SLAB FINAL. ENGINEER OF RECORD: Offsetting the cut 6" on either side is sufficient. Ground where new generator pad/sidewalk perimeter will be placed should be checked with a laser level to determine the high point. The low-end of the sidewalk grade should be set at this high point to ensure all areas of sidewalk will tie-in to existing ground above existing grade. Coordinate with the airport for generator pad location. RESPONSIBILITY: It is the responsibility of the Owner, Developer and Contractor to adhere to the approved plans, verify compliance with the City of Arlington Municipal Code, Public Works Design and Construction Standards and applicable local, state and federal requirements. • INSPECTIONS (360-403-3417) MUST BE CALLED IN BEFORE 3:30 PM TO BE ON THE NEXT BUSINESS DAY INSPECTION SCHEDULE • Building Inspections - 8 am to 4:30 pm; • To cancel or modify an inspection- Building call 360-403-3551 • It is the responsibility of the Owner, Developer and Contractor to call and arrange for appropriate inspections. - Failure to call for inspection may result in work being left exposed and/or removed and reconstructed THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 07/15/2019 Building Permit Fee $162.56 07/15/2019 Building Plar tiew Fee $105.66 07/15/2019 Processing/" —,inology Fee $25.00 07/15/2019 State Surcharge-Commercial $25.00 Total Due: $318.22 Total Payment: $318.22 Balance Due: $0.00 CALL FOR INSPECTIONS BUILb1\' ;(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon SmokeyPoiritconcrete com i 23315 Dike Road • Arlington,Wasfingfon 9$223 • f9601 435-5791 • fax(360)435-352 ' CPC Materials Inc �/ SAagitReadyrnix.com T;�T'•— Skagit Counl/ ■��36(01) -6970 • Fax i360)855-0429 Submittal# 07092019GD2 Date: 7/9/2019 Customer: Henden Electric Project Arlington Airport SPC/SRM is pleased to submit the following concrete mixes for the above referenced project: Mix ID Mix Description Usage 0160AP 6SK 7/8 AEA WRA 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN The enclosed concrete mix designs have been proportioned in accordance with the requirements of ACI 318,301 or 211 project specifications provided by the customer;or by a customer specific request.These mix designs will be produced in conformance with applicable codes and specifications(ASTM,AASHTO,and/or WSDOT). The concrete as delivered will meet or exceed the design strength specified on the concrete mix design submittal when sampled at the end of the truck chute- SPC/SRM cannot control and therefore cannot be responsible for the plastic and hardening properties beyond the point of discharge from the ready mix truck SPC/SRM has no knowledge or authority regarding where this concrete mix is to be placed or its intended application. It is the customer's responsibility to ensure thatthe correct/approved mix design is ordered for the project and application. It is the customer's responsibility to verify the pumpability of each concrete mix design with the pump company. It is the customer's responsibility to purchase/order temperature control measures,accelerator,retarder, high/low range water reducer as needed to meet project specifications. Should the customer choose not to pu rehase temperature control measures,the customer shall assume all liability for rejected concrete due to non-compliant concrete temperature. Upon approval,kindly return a copy of the approved submittal to SPC/SRM. In accordance to ASTM C-94,SPC/SRM requests to be included on the districution list for all the concrete test reports. Please forwards all test reports to the below email address. ( Respectfully, W/` ,/ D.LW J �. Gustavo Davila - � CPA gdavilaCa)smol<eynoinlconcrete-com , I Quality Control Manager c ti I •7� t. SmokeyPomtconcreterom 23315 hike Road Arlington,Washington 98223 • (360)435-5791 • Fax(360)435-3526 CPC Materials Inc . � c SiragitReadymix com Skagit Coun[y - (360)424-6970 Fax(360)856-0429 i STATEMENT OF MIX DESIGN FOR CONCRETE Mix Design Number: 0160AP Submittal# 070920b9C�Q Mix Description: 6SK 7/8 AEA WRA W/C Ratio Design: 0.43 Plant(s): 603 SPC Slump: 6" 4 Specified Strength 4000 PSI Air Design: 5% Specified Usage: One Cubic Yard Mix Design Proportions (SSD) Material Type Description Standard Design Quantity Cement Silo 1 C 150 564 Ib Fly Ash 0 C618 0 Ib Coarse Agg RM Rock C33/AASHTO#57 1580 Ib Coarse Agg Pea Gravel C33/AASHTO#8 200 Ib Fine Agg RM Sand C33/CLASS 2 1375 Ib Admixture AEA C494 1/2 to 3 oz/cwt Admixture WRA C494 3 to 5 oz/cwt Water Water C1602 29 Gal Aggregate Gradations Sieve Size No.57 No.8 Class 2 Combined 2" 100 100 100 100 1 1/2" 100 100 100 100 i" 99 100 100 99 3/4" 79 100 100 90 1/2" 27 100 100 64 3/8" 8 85 100 53 No.4 1 17 100 45 No.8 0 1.5 92 40 No.16 0 1 73 32 No.30 0 0 47 20 No.50 0 0 21 9 No.100 0 0 6 3 No.200 0 0 1 0 Additional Comments: This mix has been proportioned in accordance with ACI 211,301&318.Customer is responsible for verifying pumpability of each mix design with pump company.SPC/SRM cannot be responsible for the plastic properties of concrete beyond the end of the chute. Specified usage is based on specifications provided to Smokey Point Concrete at time of review. SPC/SRM may make adjustments to the admixture dosage to meet changes in project site demands. It is the customer's responsibility to ensure the proper mix design is ordered and placed for the intended application i' i Smokey Point Concrete CONCRETE QUALITY CONTROL REPORT PROJECTS:Various Smokey Point Concrete Projects MIX:0160AP SUPPLIER:Smokey Point Concrete CEMENT:Type 111 FC: 4000 PSI Compressive Strength # Lab Report Cast date Slump Air 7Day 7-Day Avg. 28-Day 28-Day 28-Day 28-Day 28-Day Avg. 1 09618111CR( 4/27/2018 4 5.5 4090 4090 5350 5600 5550 5390 5470 2 09618121CR( 8/21/2018 4.5 51 3200 3200 4050 4190 4140 4130 3 CB001 1/3 4/2/2018 3.5 3.6 4880 4880 6260 6270 6380 6300 4 C13001 2/3 4/2/2018 5.5 5 4130 4130 5260 5280 5570 5370 5 CB001 3/3 4/2/2018 425 4.4 4330 4330 5580 5910 5950 5810 6 CB002 1/2 4/24/2018 4.5 4 3300 3300 3810 4040 4070 3970 7 CB002 2/2 4/24/2018 3.5 5.3 3430 3430 4440 4510 4320 4420 8 CB0031/2 5/11/2018 4.75 5.5 3860 3860 4960 4"0 4900 4770 9 CB003 2/2 5/11/2018 6.5 6.8 3310 3310 3830 3920 4010 3920 10 WC001 1/3 7/3/2018 4.5 4.6 3800 3800 4420 4370 4880 4560 11 WC001 3/3 7/3/2018 5 5 3710 3710 5050 4780 4950 4930 12 CB004 7/19/2018 4.5 5.3 3620 3620 4520 4350 4440 13 CB005 7/25/2018 5.75 7 3590 3590 4260 4140 4620 4340 14 59601 10/27/2018 4.5 4000 4000 5280 5390 5340 5360 5340 15 CB006 8/16/2018 5.5 5 4420 4420 4700 5000 5080 4930 16 CB002 8/22/2018 8.25 5.9 3530 3530 4390 4530 4280 4400 17 CB014 9/14/2018 5 4.6 4530 4530 5440 5610 5130 5390 18 CB015 9/19/2018 4.5 4.5 4370 4370 5170 5290 5060 5170 19 CB017 9/25/2018 3.25 5.4 4360 4360 5740 5420 5530 5560 20 CB021 10/4/2018 5.5 4.7 3870 3870 4320 4300 4050 4220 21 CB022 10/4/2018 5 4560 4560 5570 5620 5530 5570 22 CB024 10/10/2018 6 6.5 4150 4150 5490 5330 5750 5520 23 CB037 11/6/2018 4.5 4.8 4970 4970 5550 5930 5390 5620 24 CB044 11/30/2018 6.5 6.4 3680 3680 4620 4520 4450 4530 25 CB048 12/12/2018 6.25 6 3390 3390 4490 4840 4560 4630 26 C194786 10/10/2018 6 5.6 4040 4040 4830 4750 4930 4840 27 C197661 12/6/2018 425 5 4660 4660 5410 4950 5020 5130 28 C194276 10/3/2018 6 5.9 3720 3720 4860 4690 4540 4700 29 C195343 10/19/2018 4.75 5.2 3550 3550 4390 4580 4860 4610 30 C195852 10/29/2018 5 4.5 3880 3880 4510 4190 4560 4420 Average: 4900 #Tests: 30 i - �� 5900 at Marginal Way So. CALR0RTLANDM Seattle,WA 98106 Ph#206 764-3075 Certificate of Analysis F#206 764-7176 Source: Nanjing,China We hearby certify that CalPortland(Lot#17-016)Type UH Low Alkali cement meets the standard requirements of ASTM C 150 for Type I and Type H low alkali cement.Additionally CalPortland Type 1/I1 Low Alkali cement meets the requirements of AASHTO M-85 for Type UII cement. Following are the chemical and physical testing results of this cement. ASTM C-150 Requirements Chemical Requirements Additional Lot# 17-016 Shikoku Island Type I Type II Results Data Requirements Requirements Limestone Silicon dioxide(Si02) --- --- 20.5 2.0 Aluminum oxide(A1203),max.% --- 6.0 4.1 0.8 Ferric oxide(Fe203),max.% --- 6.0 4.1 0.2 Calcium Oxide(CaO) --- --- 64.4 52.3 Magnesium oxide(MgO),max.% 6.0 6.0 0.8 0.3 Sulfur trioxide(S03),max.% 3.0 3.0 2.7 0.1 Loss on ignition,max.% 3.5 3.5 2.6 Insoluble residue,max.% 1.5 1.5 0.25 Base Alkalies(Na20+0.658 K20),max.% 0.60 0.60 0.48 Cement Tricalcium silicate(C3S)% --- --- 60 62 Dicalcium Silicate(C2S)% --- --- 13 14 Tricalcium aluminate(C3A),max.% --- 8 4 4 Tetracalcium aluminoferrite(C4AF) % --- --- 12 13 %CO2 --- --- 1.5 %CaCO3 in limestone min. 70 70 93.4 %Limestone max. 5.0 5.0 3.5 Physical Requirements Air content of mortar,max.% 12 12 9 Passing 45 um(#325)sieve% --- --- 98.6 Blaine Fineness,min mZ/kg 260 260 382 Autoclave expansion,max.% 0.80 0.80 -0.01 Compressive strength psi,Mpa,min. 1 Day psi --- --- 1945 psi Mpa --- --- 13.4 Mpa 3 Day psi 1740 1450 3910 psi Mpa 12 10 27.0 Mpa 7 Day psi 2760 2470 5035 psi Mpa 19 17 34.7 Mpa 28 Day psi ------------- ----------- 02/28 psi Mpa ------------- ------------- #VALUE! Mpa Vicat set in minutes 45 to 375 45 to 375 150 Date Fehrunry 18,2017 Director of Technical Services Pacific NW and Canada Cement Division r � ?� � . r 1 LU ConcreteGrace • • DARAVAI W 1000 Air-entraining admixture ASTM C260 Product Description • High cement factor Daravair® 1000 is a liquid air-entraining • Fly ash and slag admixture that provides freeze-thaw • Superplasticizers resistance,yield control, and finishability • Manufactured sands performance across the full range of concrete mix designs. Daravair 1000 is a clean, Performance light-orange product designed to generate Air is incorporated into the concrete by the specification-quality air systems. Based on a mechanics of mixing and stabilized into high-grade saponified rosin formulation, millions of discrete semi-microscopic bubbles Daravair 1000 is chemically similar to in the presence of a specifically designed air- vinsol-based products,but with increased entraining admixture such as Daravair 1000. purity and supply dependability.Daravair These air bubbles act much like flexible ball 1000 weighs approximately 8.5 lbs/gal bearings increasing the mobility, or plasticity (1.02 kg/L). Daravair 1000 does not contain and workability of the concrete. This can intentionally added chloride. permit a reduction in mixing water with no Uses loss of slump. Placeability is improved. Bleeding, plastic shrinkage and segregation Daravair 1000 air-entraining admixture may are minimized. be used wherever the purposeful entrainment of air is required by concrete specifications. Through the purposeful entrainment of air, Daravair 1000 markedly increases the Formulated to perform across the entire spectrum of production mixes,Daravair 1000 durability of concrete to severe exposures particularly to freezing and thawing. It has generates quality,freeze-thaw resistant air systems in concrete conditions that include also demonstrated a remarkable ability to the following: impart resistance to the action of frost and de-icing salts as well as sulfate, sea and • Low slump alkaline waters. • Paving • Central mix • Extruded slip form • Mixes containing hot water and accelerators f • Precast Product Advantages • Rapid air build suitable for short mix cycles • Can be used in wide spectrum of mix designs r �' �� � .. Addition Rates Technical Bulletin TB-0I10,«mixture Dispenser Discharge Line Location and There is no standard addition rate for Dara- Sequencing for Concrete Batching Operations vair 1000. The amount to be used will depend for further recommendations. Daravair 1000 upon the amount of air required for job condi- should not be added directly to heated water. tions,usually in the range of 4 to 8%. Typical factors which might influence the amount of Pretesting of the concrete mix should be air-entraining admixture required are temper- performed before use,and as conditions and ature, cement, sand gradation, and the use of materials change in order to assure compati- extra fine materials such as fly ash and bility, and to optimize dosage rates, addition microsilica.Typical Daravair 1000 addition times in the batch sequencing and concrete rates range from t/2 to 3 fl oz/100 lbs (30 to performance. Please consult your Grace 200 mL/100 kg)of cement. Pretesting of representative for guidance. concrete should be performed to confirm dosage rates required to achieve desiredPackaging & Handling concrete performance. Daravair 1000 is available in bulk, delivered The air-entraining capacity of Daravair 1000 by metered tank trucks and in 55 gal(210 L) is usually increased when other concrete drums. Daravair 1000 will freeze at about admixtures are contained in the concrete, 30°F(-1°C)but its air-entraining proper- particularly water-reducing admixtures and ties are completely restored by thawing water-reducing retarders. This may allow up and thorough mechanical agitation. to 2/3 reduction in the amount of Daravair Dispensing EgLlipfllell Mix Adjustment A complete line of accurate automatic Entrained air will increase the volume of the dispensing equipment is available.These concrete making it necessary to adjust the mix dispensers can be located to discharge into the proportions to maintain the cement factor and water line,the mixer, or on the sand. yield. This may be accomplished by a reduc- Specifications tion in water requirement and aggregate content. Concrete shall be air entrained concrete, containing 4 to 8%entrained air. The air Compatibility �'�'I t r contents in the concrete shall be determined d ixtu es and Batch by the pressure method(ASTM Designation Sequencing C231)or volumetric method(ASTM Desig- nation C173). The air-entraining admixture Daravair 1000 is compatible with most Grace shall be a completely neutralized rosin solu- admixtures as long as they are added sepa- tion, such as Daravair 1000, as manufactured rately to the concrete mix. In general, it is by Grace Construction Products, or equal, recommended that Daravair 1000 be added to and comply with Standard Specification for the concrete mix near the beginning of the Air-Entraining Admixtures(ASTM Designa- batch sequence for optimum performance, tion C260). The air-entraining admixture shall preferably by"dribbling" on the sand. Differ- be added at the concrete mixer or batching ent sequencing may be used if local testing plant at approximately t/2 to 3 fl oz/1001bs shows better performance. Please see Grace (30 to 200 mL/100 kg) of cement, or in such quantities as to give the specified air contents. North American Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) Daravair is a registered trademark of W.R.Grace&Co.—Conn. We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the users' consideration,investigation and verification,but we do not warrant the results to be obtained.Please read all statements,recommendations or suggestions in conjunction with our conditions of sale,which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for any use which would infringe any patent or copyright.W.R.Grace&Co.—Conn.,62 Whittemore Avenue,Cambridge,MA 02140. In Canada,Grace Canada,Inc.,294 Clements Road,West,Ajax,Ontario,Canada L1 S 3C6. This product may be covered by patents or patents pending. Copyright 2007.W.R.Grace&Co.—Conn. AIR-7G Printed in U.S.A. 5/09 FA/LVI/1M ` '� �) �Y, �r J � W ConcreteGrace AW& FLEX High-range water-reducing admixture ASTM C494 Type A and F, and ASTM C1017 Type Product Description • ADVA'FLEX is a revolutionary ADVA FLEX is specifically intended for use advancement in time activated where extended workability with minimal polycarboxylate-based high- time of setting extension is desired without ADVA range water reducer technology. compromising plastic or hardened concrete This patent pending,workability properties.ADVA FLEX produces concrete (slump and flow) enhancing admixture may with high slump properties and allows be used as an every day high-range water concrete to be produced with very low reducer or at higher dosage rates it will signif- water/cement ratios while providing the icantly increase the length of slump or flow degree of workability necessary to provide retention.ADVA FLEX is formulated to easy placement and consolidation. comply with the requirements of ASTM C494 Type A and F admixture and ASTM C 1017 Conventional high-range water reducers may Type I plasticizing.ADVA FLEX does not not provide sufficient slump life for applica- contain chloride as a functional ingredient. tions with unpredictable or long fu ADVA FLEX is manufactured under closely transportation and placement times.As a controlled conditions and formulated for use result, concrete may need to be re-tempered at as received. One gallon weighs approximately a job site to achieve desired workability. 8.9 lbs(1.1 kg/L). Product Advantages • Flexibility to use as a traditional high-range water reducer or a workabil- ity retaining high-range water reducer f • Opportunity to better control operational costs by adjusting the slump life retention on an as needed" basis during the initial dosage adjustment ;•�� • Concrete finishes easily without '' stickiness, spotty setting or tearing • Added at the batch plant for rapid batching ., • Eliminates the need for re-tempering see at the job site i � �1 �u Addition Rates � optimum performance. Diffei—t sequencing may be used if local testing shows better Addition rates of ADVA FLEX can vary with performance. Please see Grace Technical the type of application,but may range from Bulletin TB-0110,Admixture Dispenser 4 to 14 oz/100 lbs (260 to 910 mL/100 kg) of Discharge Line Location and Sequencing for cementitious as a conventional high-range Concrete Batching Operations for further water reducer with typical addition rates of recommendations.ADVA FLEX should not 8 to 12 oz/100 lbs(520 to 780 mL/100 kg)as come in contact with any other admixture an extended slump life high-range water before or during batching, even if diluted in reducer.At higher dosage rates, some water mix water. may have to be removed from the mix to maintain plastic concrete cohesion. For Pretesting of the concrete mix should be concrete performance information using performed before use and as conditions and ADVA FLEX,please see Grace Technical materials change in order to assure compati- Bulletin TB-0607,ADVA FLEX. Grace bility with other admixtures, and to optimize strongly recommends pretrial testing the dosage rates, addition times in the batch concrete with ADVA FLEX before production sequencing and concrete performance. For use to optimize dosage rates due to concrete concrete that requires air entrainment, the use materials, ambient conditions and project of an ASTM C260 air-entraining agent(such requirements that change over time. Please as Daravair®or Darex'product lines)is consult your Grace representative for more recommended to provide suitable air void information and assistance.Distribute with parameters for freeze-thaw resistance. Please permission only. consult your Grace representative for guidance. Co 'patibility ith Other Packaging & Handling Ad Ixtures and Batch ADVA FLEX is available in bulk delivered by Sequencing metered trucks, in 275 gal(1040 L) dispos- ADVA FLEX is compatible with most Grace able totes and in 55 gal(208 L) drums. admixtures as long as they are added sepa- ADVA FLEX should be stored at tempera- rately to the concrete mix. However,ADVA tures above 32°F (0°C) and below 120°F products are not recommended for use in (50°C)for proper dispensing and use. It will concrete containing naphthalene-based begin to freeze at 32°F (0°C),but will return admixtures including Daracem' 19 and to full strength after thawing and thorough Daracem 100, and melamine-based admix- agitation. tures including Daracem ML 330 and Daracem 65.In general, it is recommended Dispensing Equipment that ADVA FLEX be added to the concrete mix near the end of the batch sequence for A complete line of accurate, automatic dispensing equipment is available. WW`;,,,.A raceconstru ction-c® W North American Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) ADVA,the ADVA logo,Daracem,Daravair and Darex are registered trademarks of W.R.Grace&Co.—Conn. We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the users' consideration,investigation and verification,but we do not warrant the results to be obtained.Please read all statements,recommendations or suggestions in conjunction with our conditions of sale,which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for any use which would infringe any patent or copyright.W.R.Grace&Co.—Conn.,62 Whittemore Avenue,Cambridge,MA 02140. In Canada,Grace Canada,Inc.,294 Clements Road,West,Ajax,Ontario,Canada L1 S 3C6. This product may be covered by patents or patents pending. Copyright 2007.W.R.Grace&Co.—Conn. DC-56B Printed in U.S.A. 11/07 FA/LI/1.5M Grace Concrete Products RECOVER" Hydration stabilizer ASTM C494 Type D Product Description to eliminate the need to discharge wash water Recover' is a ready-to-use from the mixer. This allows the wash water to be used as mix water in the next batch of fo 1 _ aqueous solution of chemical concrete produced, and prevents the residual — compounds specifically designed plastic concrete from hardening. Stabilization to stabilize the hydration of of up to 96 hours is possible depending on Portland cement concretes. The dosage rate. ingredients are factory pre-mixed in exact proportions under strict quality control to Returned Concrete provide uniform results. One gallon weighs For returned or leftover concrete,Recover is approximately 9.6 lbs(L15 kg/L). used to prevent plastic concrete from reach- ing initial set. This allows the concrete to be Recover complies with ASTM C494, Specifi- stored in a plastic state and then used when cation for Chemical Admixtures for Concrete,as a Type D water reducing and retarding specified or allowed. The use of this concrete may require the addition of freshly batched admixture. concrete and/or an accelerator such as Uses Daraccel®or PolarSet". Stabilization of concrete for up to 96 hours is possible Recover is used to stabilize mixer wash water depending on dosage rate. Use prevents the and returned or leftover concrete for extended waste of unused concrete. periods, allowing for use of the materials when specified or allowed. It is also used Set Time Control where controlled extended set of concrete is Recover is also used in situations where a needed. It is the concrete user's responsibility controlled set time extension is required. to determine if leftover, returned or extended- Examples include: extended hauls, large set concrete is specified or allowed. continuous pours or pre-batching of concrete for later use. Wash Water For wash water applications,Recover is used Product Advantages r I' � i • Eliminates the need to discharge wash water from the mixer • Prevents the waste of unused concrete • Provides predictable extended set for continuous placement on mass concrete and tremie projects, or on long hauls to remote sites �� T� .� �I Perfor-narks � Compatibility ifb `1her Recover stabilizes the hydration process of Ad n-,ixtu res and Batch Portland cement preventing it from reaching Sequencing initial set. This stabilization is not permanent Recover is compatible with most Grace and is controlled by dosage rate. For wash admixtures as long as they are added sepa- water,the Recover treated water is mixed or rately to the concrete mix, usually through the sprayed in a specific manner to thoroughly water holding tank discharge line. In general, coat the interior of the mixer. The water it is recommended that Recover be added to is used as mix water in the next batch of the concrete mix near the end of the batch concrete produced,which then scours the sequence for optimum performance. Different unhardened material from the interior of the sequencing may be used if local testing shows mixer. Stabilization of returned or leftover better performance.Please see Grace Techni- concrete with Recover maintains the plasticity cal Bulletin TB-0110,Admixture Dispenser of the concrete for the desired storage dura- Discharge Line Location and Sequencing for tion. This stabilized concrete then resumes Concrete Botching Operations for further normal hydration when the Recover dosage recommendations. Recover should not come effects subside, or when it is activated by the into contact with any other admixture before addition of fresh concrete and/or an accelera- or during the hatching process, even if diluted tor. The result can be concrete with normal in mix water. plastic and hardened properties. Rates Pretesting of the concrete mix should be Additionperformed before use, and as conditions and Addition rates of Recover for wash water materials change in order to assure compat- range from 6 to 128 fl oz(180 to 3800 mL) ibility, and to optimize dosage rates, addition per treatment. The amount used will depend times in the batch sequencing and concrete on the specific materials involved,mixer type performance. For concrete that requires air and stabilization period.Addition rates for entrainment,the use of an ASTM C260 air- returned or leftover concrete will range from entraining agent(such as Daravair' or Darex' 3 to 128 fl oz/100 lbs(195 to 8350 mL/100 product lines) is recommended to provide kg)of cement. The amount used will depend suitable air void parameters for freeze-thaw on the specific materials involved, concrete resistance.Please consult your Grace repre- age,temperature conditions and stabilization sentative for guidance. period. For applications requiring set time Packaging & Handling extensions well in excess of 4 hours,Recover may be used at addition ranges from Recover is available in bulk, delivered by 5 to 50 oz/100 lbs(325 to 3260 mL/100 kg) metered tank trucks and 55 gallon(210 L) of cement.For use as a traditional ASTM drums. Recover will freeze, but will return to Type D retarder, Recover may be used at full effectiveness after thawing and thorough addition rates of 2 to 6 oz/100 lbs(130 to mechanical agitation. 390 mL/100 kg)of cement. Proper dosage rate selection can only be achieved through Dispensing Equipment pretesting. Consult your local Grace admix- A complete line of Grace dispensing equip- ture representative. ment is available for Recover. This includes the Reach 360T" System which uses an inno- vative spray wand technology to simplify wash water procedures. vvwwgraceconstruction.con-- North American Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) Recover,Daraccel,PolarSet,Daravair and Darex are registered trademarks and Reach 360 is a trademark of W.R. Grace&Co.—Conn. We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the users'consideration,investigation and verification,but we do not warrant the results to be obtained.Please read all statements,recommendations or suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for any use which would infringe any patent or copyright.W.R.Grace&Co.—Conn.,62 Whittemore Avenue,Cambridge,MA 02140. In Canada,Grace Canada,Inc.,294 Clements Road,West,Ajax,Ontario,Canada L1S 3C6. U.S.Patent Nos.4964917;5203919;5427617 and corresponding patents outside of the United States. Copyright 2013. W.R.Grace&Co.—Conn. Recover-5J Printed in U.S.A. 12/13 GCS/PDF GRACE Grace Concrete Products ZYLA® 630 Water-reducing admixture ASTM C494 Type A & D Product Description ZYLA 630 meets the requirements of Specift- cationfor Chemical Admixtures for Concrete, ZYLA 630water-reducing ASTM Designation C494 as a Type A&D admixture is a proprietary admixture.Please consult your Grace ZYLAformulation incorporating representative for guidance on the ZYLA highly purified specialty product line. organic chemicals. ZYLA 630 promotes more complete hydration of Portland cement and Uses has no effect on concrete air entrainment. The ZYLA product line of water reducers is ZYLA 630 is used to produce concrete mixes specially formulated to have a synergistic with lower water content(typically 3%to effect with polycarboxylate-based mid-range 10%reduction), greater plasticity and higher and high-range water reducers that improve compressive strengths. ZYLA 630 is suitable flat-work finishability. This product contains for normal weight and light weight concrete in no intentionally added chloride and as such is ready-mix,precast and prestressed applications. essentially chloride free.It is manufactured F i n i s h a h i i ity under rigid controls that provide uniform, predictable performance. ZYLA 630 is The unique chemistry of ZYLA 630 posi- supplied as a light brown, low viscosity tively impacts the finishability of concrete by liquid, and is ready-to-use as received. One providing a creamier and more homogenous gallon weighs approximately 9.1 lbs(1.1 kg/L). texture,with more uniform and increased bleed rate relative to traditional lignin-based water reducers. The influence of ZYLA 630 Product Advantages on the finishability of lean mixes has been particularly noticeable. Floating and trowel- • No impact on concrete air content ing,by machine or hand, imparts a smooth, • Better control of water reduction close tolerance surface. and setting times as compared to Addition bates traditional lignin-based water reducers • Synergistic performance of The addition rate range of 3 to 5 fl oz/100 lbs (195 to 325 mL/l00 kg)of cement or polycarboxylate-based mid-range cementitious is typical for most applications. and high-range water reducers, However addition rates of 2 to 7 fl oz/100 lbs which include water reduction, (130 to 455 mL/100 kg)of cement or concrete strength and air control cementitious may be used if local testing • In the hardened state, improves the shows acceptable performance. Pretesting is compressive and flexural strengths at required to determine the appropriate addition all ages of concrete versus traditional rate for desired performance. The optimum lignin-based water reducers addition rate depends on the other concrete mixture components,job conditions, and desired performance characteristics. y ,; � , � Compatibility with Oth,._g Packaging & Hand ig Admixtures and Batch ZYLA 630 is available in bulk, delivered by Sequencing metered tank trucks,in 275 gal (1,040 L) ZYLA 630 is compatible with most Grace totes, and in 55 gal (210 L)drums. It will admixtures as long as they are added sepa- freeze at about 28°F (-2°C),but will be rately to the concrete mix,usually through the completely uniform after thawing and water holding tank discharge line. In general, thorough agitation. it is recommended that ZYLA 630 be added Dispensing Equipment to the concrete mix near the end of the batch sequence for optimum performance.Different A complete line of accurate, automatic sequencing may be used if local testing shows dispensing equipment is available. ZYLA 630 better performance. Please see Grace Techni- may be introduced to the mix through the cal Bulletin TB-0110,Admixture Dispenser water holding tank discharge line. Discharge Line Location and Sequencing for The ZYLA product line is formulated to be Concrete Batching Operations for further free of sediment. recommendations.ZYLA 630 should not come in contact with any other admixture Specifications before or during the batching process, even if diluted in mix water. Concrete shall be designed in accordance with Standard Recommended Practice for Pretesting of the concrete mix should be Selecting Proportions for Concrete,ACI 211. performed before use, and as conditions and materials change in order to assure compati- The water-reducing admixture shall be ZYLA bility, and to optimize dosage rates, addition 630, as manufactured by Grace Construction times in the batch sequencing and concrete Products, or equal. The admixture shall not performance.For concrete that requires air contain calcium chloride as a functional entrainment,the use of an ASTM C260 air- ingredient. ZYLA 630 will not promote corro- entraining agent(such as Daravaie or Darex' sion of reinforcing steel embedded in product lines) is recommended to provide concrete. It shall be used in strict accordance suitable air void parameters for freeze-thaw with the manufacturers'recommendations. resistance. Please consult your Grace repre- The admixture shall comply with ASTM sentative for guidance. Designation C494,Type A&D water-reduc- ing admixtures. Certification of compliance shall be made available on request. The admixture shall be delivered as a ready- to-use liquid product and shall require no mixing at the batching plant or job site. www.graceconstruction.corn North American Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) ZYLA,Daravair and Darex are registered trademarks of W.R.Grace&Co.—Conn. We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the users'consideration,investigation and verification,but we do not warrant the results to be obtained.Please read all statements,recommendations or suggestions in conjunction with our conditions of sale,which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for any use which would infringe any patent or copyright.W.R.Grace&Co.—Conn.,62 Whittemore Avenue,Cambridge,MA 02140. In Canada,Grace Canada,Inc.,294 Clements Road,West,Ajax,Ontario,Canada L1 S 3C6. This product may be covered by patents or patents pending. Copyright 2013.W.R.Grace&Co.—Conn. 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Waao.�-I z W a H x H I U)E O r 0.. W I H o\o N •• U' H U)N0 0HC-0 ,; ry'r1 U] H m C]cc) � 2 U c0 lt4 0 a a o g x W 4.4 to E.U) m w \cn p �l o U 00 I— ,-1—4 z z C) r- �n a ` r COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION PLANS,TWO(2) SETS OF SPECIFICATIONS,TWO(2) SETS OF STRUCTURAL CALCULATIONS,ONE(1)SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: ( ) Commercial Remodel l;/) Commercial Addition ( ) Tenant Improvement Project Address: 18204 59th Dr. NE Parcel ID#: 31052200200100 Project Description:Generator Foundation Legal Description: Section 22 Township 31 Project Valuation: $4,600.00 Owner:Arlington City of Municipal Airport Phone Number: 360-403-3477 Address: 18204 59th Dr, NE City:Arlington State: WA Zip Code:98223 Contact Person:Marty Wray Phone Number: 360-403-3477 Cell Phone: E-mail: mwray@arlingtonwa.gov Address:18204 59th Dr. NE City:Arlington State: WA Zip Code:98223 Contractor: Henden Electric, Inc. Phone Number: 360-297-4433 Address: 26124 Calvary Lane NE City:Kingston State: WA Zip Code:98346 Contractor's License Number:#HENDEEI110NZ Expiration:08/09/19_ Plumbing Contractor:n/a Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration:.. Mechanical Contractor: n/a Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: REV 2015 Page 6 of 7 _- ��T i i i , . �� - , . ._ � �� . Henden Electric From: Marty Wray <mwray@arlingtonwa.gov> Sent: Friday,June 21, 2019 11:55 AM To: 'Henden Electric' Subject: slab structural design Attachments: C1.0 Generator Foundation Details.pdf Mr. Henden, Please find the attached engineered design for the generator slab. I will notify you when the most recent locates are completed. Marty D.Wray C.M.A.C.E Operations Manager Arlington Municipal Airport 18204 59t' Dr. NE,Ste A, Arlington WA 98223 Desk 360-403-3477 mwray@arlingtonwa.gov _ I \ 1 I I� Henden Electric From: wa@occinc.com Sent: Friday,June 21, 2019 8:29 AM To: HENDENELECTRIC@CENTURYTEL.NET Subject: Ticket: 19266021 WASHINGTON UTILITY NOTIFICATION CENTER ***DO NOT REPLY TO THIS EMAIL*** This ticket is valid for 45 days from the legal start date and time.The expiration date and time is 08/05/2019 8:30 AM . Washington Ticket#: 19266021 2 FULL BUSINESS DAYS Transmit Date: 6/21/19 Time: 8:29 AM Original Call Date: 6/21/19 Time: 8:24 AM Type: CALL Work to Begin Date: 6/26/19 Time: 12:00 AM Caller Information Company: HENDEN ELEC Type: CONTRACTOR Contact Name: SCOTT HENDEN Phone: (360) 297-4433 Alt. Contact: SCOTT - CELL Phone: (360) 620-4644 Best Time: Fax: (360) 297-7899 Address: 26124 CALVARY LN; KINGSTON, WA 98346 Caller Email: HENDENELECTRIC@CENTURYTEL.NET Dig Site Information Type of Work: INSTALL ELEC LINE Work Being Done For: ARLINGTON MUNICIPAL AIRPORT Dig Site Location County: SNOHOMISH State: WA Place: ARLINGTON Address/Street: 18204 59TH AVE NE Nearest Intersection: 172ND ST Location of Work: EXCAVATION SITE IS ON THE W SIDE OF THE ROAD. ADD IS APX 1/2MI FROM THE ABV INTER MARK THE N SIDE OF THE BLDG AS MARKED IN WHITE AT THE ABV ADD Remarks: AREA IS MARKED IN WHITE MapTwp• 31N Rng• 5E Sect- 23-NW,14-SW-NW,28-NW-NE,27-NW- Qtr: NE,22,21,16-S* Excavation Coordinates for# Polygons: 1 Poly 1: NW 48.1751257 Lon: SE Lat: 48.1517580 Lon: Lat: 122.1805271 122.1413628 Members Notified District Company Marking Concerns Customer Service Repair ARLING01 CITY OF ARLINGTON (360)403-3526 (360)403-3526 (360)403-3526 ATT08 ATEtT CORP (800)252-1133 (800)222-0300 (800)222-0300 1 BLKRC01 BLACK ROCK CABLE (800)778-9140 (360)734-7930 (360)734-7930 CC7721 COMCAST CABLE (800)778-9140 (800)934-6489 (855)537-6296 CNG17 CASCADE NATURAL GAS-MT VERNON (360)336-6156 (888)522-1130 (888)522-1130 GTE01 FRONTIER COMMUNICATIONS NW INC (800)778-9140 (877)462-8188 (877)462-8188 MARYS01 CITY OF MARYSVILLE (360)363-8100 (360)363-8161 (360)363-8100 OLYPE01 BP/OLYMPIC PIPE LINE COMPANY (800)548-6482 (800)548-6482 (800)548-6482 PUGG09 PUGET SOUND ENERGY GAS (888)728-9343 (888)225-5773 (888)225-5773 SCPW01 SNOHOMISH COUNTY PUBLIC WORKS (425)388-7551 (425)388-6420 (425)388-7551 SNOPUD05 SNOHOMISH PUD #1 ELEC (800)778-9140 (425)783-1000 (425)783-1000 WDOTNW02 WSDOT - SIGNAL BRANCH (206)442-2110 (206)442-2110 (206)442-2110 WSDOT08 WSDOT - SIGNAL BRANCH (206)442-2110 (206)442-2110 (206)442-2110 Excavator Responsibilities Please click on the following link to verify and confirm that the area covered represents the correct and complete * work site area. Link To Map for C_EMAIL If the area covered is incomplete or inaccurate, it is your responsibility to notify the center immediately to update and correct the locate. Failure to do so could result in a delay or an incomplete utility locate. Any other utilities or notification centers not listed, you will need to contact separately. Did you know that you can submit your tickets online? Eliminate hold times. Immediately receive a ticket number. View, Search, Update, Duplicate, and Print tickets. Click the link below to Register for ITIC and start submitting your tickets on line today! Washington I1-IC 2 c Launa Peterson 4 From: Launa Peterson Sent: Wednesday, May 29, 2019 10:32 AM To: Marty Wray Cc: David Ryan; Lorene Robinson; Kevin Olander, Nova Heaton Subject: Standby Generator M a rty, There are a few questions regarding the plans provided for Kevin to review. 1. Sheet E1.2—There does not appear to be dimensions for how far from the building the pad should be constructed. On sheet E3.1, it would appear that the generator pad is not placed over the sewer line. 2. Sheet E3.0; Notes(2)—The plan specifies concrete shall be per WSDOT 2018 Standard Specifications for Road, Bridge and Municipal Construction.These standards for concrete are based on PSI and there does not appear to be a PSI in the plans or specs to reference. 3. Section 3.1 (13)(1)Concrete Bases.There is no reference to the IBC or specifications to meet the structural requirements. You may want to contact Etcon Associates, Inc.to obtain the information. Respectfully, Launa Peterson Permit Technician II City of Arlington 18204 59th Avenue NE Arlington, WA 98223 (located inside the Airport Office Building) 360-403-3551 ced@arlingtonwa.gov "You're braver than you believe,stronger than you seem and smarter than you think." 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Concrete Bases: 4 inches (100 mm) high, reinforced, with chamfered edges. Extend base no more than 4 inches (100 min) in all directions beyond the maximum dimensions of switch, unless otherwise indicated or unless required for seismic support. Construct concrete bases according to Section 260529 "Hangers and Supports for Electrical Systems." C. Identify components according to Section 260553 "Identification for Electrical Systems." D. Set field-adjustable intervals and delays,relays,and engine exerciser clock. 3.2 CONNECTIONS A. Ground equipment according to Section 260526 "Grounding and Bonding for Electrical Systems." B. Connect wiring according to Section 260519 "Low-Voltage Electrical Power Conductors and Cables." 3.3 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Engage a factory-authorized service representative to test and inspect components,assemblies,and equipment installations,including connections. B. Perform the following tests and inspections with the assistance of a factory-authorized service representative. 1. After installing equipment and after electrical circuitry has been energized, test for compliance with requirements. 2. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters. 3. Measure insulation resistance phase-to-phase and phase-to-ground with insulation- resistance tester. Use test voltages and procedure recommended by manufacturer. Comply with manufacturer's specified minimum resistance. a. Check for electrical continuity of circuits and for short circuits. b. Inspect for physical damage, proper installation and connection, and integrity of barriers,covers, and safety features. C. Verify that manual transfer warnings are properly placed. d. Perform manual transfer operation. 4. After energizing circuits, demonstrate interlocking sequence and operational function for each switch at least three times. a. Simulate power failures of normal source to automatic transfer switches and of emergency source with normal source available. b. Simulate loss of phase-to-ground voltage for each phase of normal source. C. Verify time-delay settings. d. Verify pickup and dropout voltages by data readout or inspection of control settings. TRANSFER SWITCHES 263600-5 e. Perform contact-resistance test across main contacts and correct values exceeding 500 microhms and values for 1 pole deviating by more than 50 percent from other poles. f. Verify proper sequence and correct timing of automatic engine starting, transfer time delay, retransfer time delay on restoration of normal power, and engine cool- down and shutdown. 5. Ground-Fault Tests: Coordinate with testing of ground-fault protective devices for power delivery from both sources. a. Verify grounding connections and locations and ratings of sensors. C. Coordinate tests with tests of generator and run them concurrently. D. Report results of tests and inspections in writing. Record adjustable relay settings and measured insulation and contact resistances and time delays. Attach a label or tag to each tested component indicating satisfactory completion of tests. E. Remove and replace malfunctioning units and retest as specified above. F. Prepare test and inspection reports. G. Infrared Scanning: After Substantial Completion, but not more than 60 days after Final Acceptance, perform an infrared scan of each switch. Remove all access panels so joints and connections are accessible to portable scanner. 3.4 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate,and maintain transfer switches and related equipment as specified below. B. Coordinate this training with that for generator equipment. END OF SECTION 263600 TRANSFER SWITCHES 263600 -6 i e � SECTION 263213 -ENGINE GENERATORS PART 1 -GENERAL 1.1 SUMMARY A. Section includes packaged engine-generator sets for emergency power supply with the following features: 1. Diesel engine. 2. Unit-mounted cooling system. 3. Unit-mounted control and monitoring. 4. Performance requirements for sensitive loads. 5. Fuel system. 6. Outdoor enclosure. B. Related Requirements: 1. Section 263600 "Transfer Switches" for transfer switches including sensors and relays to initiate automatic-starting and-stopping signals for engine-generator sets. 2. Section 262313 "Paralleling Low-Voltage Switchgear" for controls and paralleling equipment for large or multiple parallel engine generators. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: 1. Include plans and elevations for engine-generator set and other components specified. Indicate access requirements affected by height of subbase fuel tank. 2. Include details of equipment assemblies. Indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and size of each field connection. 1.3 INFORMATIONAL SUBMITTALS A. Seismic Qualification Certificates: For engine-generator set, accessories, and components, from manufacturer. 1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation. 2. Dimensioned Outline Drawings of Equipment Unit: With engine and generator mounted on rails identify center of gravity and total weight including supplied enclosure, external silencer(if provided), subbase-mounted fuel tank(full), and each piece of equipment not integral to the engine-generator set, and locate and describe mounting and anchorage provisions. ENGINE GENERATORS 263213 - 1 3. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements. B. Source quality-control reports,including,but not limited to the following: 1. Certified summary of prototype-unit test report. 2. Certified Test Reports: For components and accessories that are equivalent, but not identical,to those tested on prototype unit. 3. Report of factory test on units to be shipped for this Project, showing evidence of compliance with specified requirements. 4. Report of sound generation. 5. Report of exhaust emissions showing compliance with applicable regulations. 6. Certified Torsional Vibration Compatibility: Comply with NFPA 110. C. Field quality-control reports. D. Warranty:For special warranty. 1.4 CLOSEOUT SUBMITTALS A. Operation and maintenance data. 1.5 QUALITY ASSURANCE A. Testing Agency Qualifications: Member company of NETA or an NRTL. 1. Testing Agency's Field Supervisor: Certified by NETA to supervise on-site testing. 1.6 WARRANTY A. Manufacturer's Warranty: Manufacturer agrees to repair or replace components of packaged engine generators and associated auxiliary components that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Two(2)years from date of Substantial Completion. PART 2-PRODUCTS 2.1 MANUFACTURERS Cummins Power Generation MTU Onsite Energy Corporation Pacific Power Group-Detroit Diesel Caterpillar Power Systems Generac Power Systems Taylor Power Systems ENGINE GENERATORS 263213 -2 A. Source Limitations: Obtain packaged generator sets and auxiliary components, including ATS, through one source from a single vendor. 2.2 PERFORMANCE REQUIREMENTS A. Seismic Performance: Engine-generator set housing, engine-generator set, batteries, battery racks, silencers, and sound attenuating equipment, accessories, and components shall withstand the effects of earthquake motions determined according to ASCE/SEI 7-10, Minimum Design Loads for Buildings and Other Structures, (ASCE, 2010), Chapter 13, "Seismic Design Requirements for Nonstructural Components. 1. The term "withstand" means "the unit will remain in place without separation of any parts when subjected to the seismic forces specified. 2. Shake-table testing shall comply with ICC-ES AC156. Testing shall be performed with all fluids at worst case normal levels. 3. Component Importance Factor: 1.0 B. ASME Compliance: Comply with ASME B 15.1. C. NFPA Compliance: 1. Comply with NFPA 37. 2. Comply with NFPA 70, National Electric Code, Article 702, "Optional Standby Systems". 3. Comply with NFPA 99. 4. Comply with NFPA 110 requirements for Level 2 emergency power supply system. D. UL Compliance: Comply with UL 2200. E. Engine Exhaust Emissions: Comply with EPA requirements and applicable state and local government requirements. F. Noise Emission: Comply with Snohomish County Code, Chapter 10.01 for 65db(A) maximum noise level at industrial area(Dungeness Gear Works) approximately 250 feet E of job site due to sound emitted by generator set including engine, engine exhaust, engine cooling-air intake and discharge,and other components of installation. G. Environmental Conditions: Engine-generator system shall withstand the following environmental conditions without mechanical or electrical damage or degradation of performance capability: 1. Ambient Temperature: 0 to 25 deg C. 2. Relative Humidity:Zero to 35 percent. 3. Altitude: Sea level to 115 feet(35 m). 2.3 ASSEMBLY DESCRIPTION A. Factory-assembled and-tested,water-cooled engine,with brushless generator and accessories. ENGINE GENERATORS 263213 -3 B. Electrical Components,Devices, and Accessories: Listed and labeled as defined in NFPA 70,by a testing agency acceptable to authorities having jurisdiction, and marked for intended location and application. C. EPSS Class: Engine-generator set shall be classified as a Class 48 in accordance with NFPA 110. D. Governor: Adjustable isochronous,with speed sensing. E. Emissions: Comply with EPA requirements. F. Mounting Frame: Structural steel framework to maintain alignment of mounted components without depending on concrete foundation. Provide lifting attachments sized and spaced to prevent deflection of base during lifting and moving. G. Capacities and Characteristics: 1. Power Output Ratings: Nominal ratings as indicated at 0.8 power factor excluding power required for the continued and repeated operation of the unit and auxiliaries. 2. Output Connections: Three-phase,four wire. 3. Nameplates: For each major system component to identify manufacturer's name and address,and model and serial number of component. H. Generator-Set Performance: 1. Steady-State Voltage Operational Bandwidth: 3 percent of rated output voltage from no load to full load. 2. Transient Voltage Performance: Not more than 20 percent variation for 50 percent step- load increase or decrease. Voltage shall recover and remain within the steady-state operating band within three seconds. 3. Steady-State Frequency Operational Bandwidth: 0.5 percent of rated frequency from no load to full load. 4. Steady-State Frequency Stability: When system is operating at any constant load within the rated load, there shall be no random speed variations outside the steady-state operational band and no hunting or surging of speed. 5. Transient Frequency Performance: Less than 5 percent variation for 50 percent step-load increase or decrease. Frequency shall recover and remain within the steady-state operating band within five seconds. 6. Output Waveform: At no load, harmonic content measured line to line or line to neutral shall not exceed 5 percent total and 3 percent for single harmonics. Telephone influence factor,determined according to NEMA MG 1, shall not exceed 50 percent. 7. Sustained Short-Circuit Current: For a three-phase, bolted short circuit at system output terminals, system shall supply a minimum of 250 percent of rated full-load current for not less than 10 seconds and then clear the fault automatically, without damage to generator system components. 8. Start Time: Comply with NFPA 110,Type 10, system requirements. 2.4 ENGINE A. Fuel: ASTM D975, On-Road Diesel ENGINE GENERATORS 263213 -4 B. Rated Engine Speed: 1800 rpm. C. Lubrication System: The following items are mounted on engine or skid: 1. Filter and Strainer: Rated to remove 90 percent of particles 5 micrometers and smaller while passing full flow. 2. Thermostatic Control Valve: Control flow in system to maintain optimum oil temperature. Unit shall be capable of full flow and is designed to be fail-safe. 3. Crankcase Drain: Arranged for complete gravity drainage to an easily removable container with no disassembly and without use of pumps, siphons, special tools, or appliances. D. Jacket Coolant Heater: Electric-immersion type, factory installed in coolant jacket system. Comply with NFPA 110 requirements for Level 1 equipment for heater capacity. E. Cooling System: Closed loop,liquid cooled,with radiator factory mounted on engine-generator- set mounting frame and integral engine-driven coolant pump. 1. Coolant: Solution of 50 percent ethylene-glycol-based antifreeze and 50 percent water, with anticorrosion additives as recommended by engine manufacturer. 2. Size of Radiator: Adequate to contain expansion of total system coolant from cold start to 110 percent load condition. 3. Expansion Tank: Constructed of welded steel plate and rated to withstand maximum closed-loop coolant system pressure for engine used. Equip with gage glass and petcock. 4. Temperature Control: Self-contained, thermostatic-control valve modulates coolant flow automatically to maintain optimum constant coolant temperature as recommended by engine manufacturer. F. Muffler/Silencer: Critical type, sized as recommended by engine manufacturer and selected with exhaust piping system to not exceed engine manufacturer's engine backpressure requirements. G. Muffler/Silencer: Semicritical type, sized as recommended by engine manufacturer and selected with exhaust piping system to not exceed engine manufacturer's engine backpressure requirements. H. Muffler/Silencer: Commercial type, sized as recommended by engine manufacturer and selected with exhaust piping system to not exceed engine manufacturer's engine backpressure requirements. I. Air-Intake Filter: Standard-duty, engine-mounted air cleaner with replaceable dry-filter element and"blocked filter" indicator. 2.5 CONTROL AND MONITORING A. Automatic Starting System Sequence of Operation: When mode-selector switch on the control and monitoring panel is in the automatic position, remote-control contacts in one or more separate automatic transfer switches initiate starting and stopping of generator set. When mode- selector switch is switched to the on position, generator set starts. The off position of same ENGINE GENERATORS 263213 -5 s• switch initiates generator-set shutdown. When generator set is running, specified system or equipment failures or derangements automatically shut down generator set and initiate alarms. B. Provide minimum run time control set for 15 minutes with override only by operation of an emergency-stop switch. C. Comply with UL 508A. D. Configuration: Operating and safety indications, protective devices, basic system controls, and engine gages shall be grouped in a common control and monitoring panel mounted on the generator set. Mounting method shall isolate the control panel from generator-set vibration. Panel shall be powered from the engine-generator set battery. E. Configuration: Operating and safety indications, protective devices, basic system controls, and engine gages/display shall be grouped in a common control and monitoring panel. Panel shall be powered from the engine-generator set battery. I. Wall-Mounting Cabinet Construction: Rigid, self-supporting steel unit complying with NEMA ICS 6. Power bus shall be copper. Bus, bus supports, control wiring, and temperature rise shall comply with UL 891. F. Indicating Devices: As required by NFPA 110 for Level 2 system, including the following: 1. AC voltmeter. 2. AC ammeter. 3. AC frequency meter. 4. EPS supplying load indicator. 5. Ammeter and voltmeter phase-selector switches. 6. DC voltmeter(alternator battery charging). 7. Engine-coolant temperature gage. 8. Engine lubricating-oil pressure gage. 9. Running-time meter. 10. Current and Potential Transformers: Instrument accuracy class. G. Protective Devices and Controls in Local Control Panel: Shutdown devices and common visual alarm indication as required by NFPA 110 for Level 2 system, including the following: 1. Start-stop switch. 2. Overcrank shutdown device. 3. Overspeed shutdown device. 4. Coolant high-temperature shutdown device. 5. Coolant low-level shutdown device. 6. Low lube oil pressure shutdown device. 7. Air shutdown damper shutdown device when used. 8. Overcrank alarm. 9. Overspeed alarm. 10. Coolant high-temperature alarm. 11. Coolant low-temperature alarm. 12. Coolant low-level alarm. 13. Low lube oil pressure alarm. 14. Air shutdown damper alarm when used. ENGINE GENERATORS 263213 -6 15. Lamp test. 16. Contacts for local common alarm. 17. Coolant high-temperature prealarm. 18. Generator-voltage adjusting rheostat. 19. Run-Off-Auto switch. 20. Control switch not in automatic position alarm. 21. Low cranking voltage alarm. 22. Battery-charger malfunction alarm. 23. Battery low-voltage alarm. 24. Battery high-voltage alarm. 25. Generator overcurrent protective device not closed alarm. H. Supporting Items: Include sensors, transducers, terminals, relays, and other devices and include wiring required to support specified items. Locate sensors and other supporting items on engine or generator, unless otherwise indicated. I. Supporting Items: Include sensors,transducers, terminals, relays, and other devices and include wiring required to support specified items. Locate sensors and other supporting items on engine or generator,unless otherwise indicated. 2.6 GENERATOR OVERCURRENT AND FAULT PROTECTION A. Overcurrent protective devices for the entire EPSS shall be coordinated to optimize selective tripping when a short circuit occurs. Coordination of protective devices shall consider both utility and EPSS as the voltage source. 1. Overcurrent protective devices for the EPSS shall be accessible only to authorized personnel. B. Generator Circuit Breaker: Molded-case, electronic-trip type; 100 percent rated; complying with UL 489. 1. Tripping Characteristics:Adjustable long-time and short-time delay and instantaneous. 2. Trip Settings: Selected to coordinate with generator thermal damage curve. 3. Shunt Trip: Connected to trip breaker when generator set is shut down by other protective devices. 4. Mounting:Adjacent to or integrated with control and monitoring panel. C. Ground-Fault Indication: Comply with NFPA 70, 'Emergency System" signals for ground fault. 1. Indicate ground fault with other generator-set alarm indications. 2. Trip generator protective device on ground fault. 2.7 GENERATOR, EXCITER,AND VOLTAGE REGULATOR A. Comply with NEMA MG 1. B. Drive: Generator shaft shall be directly connected to engine shaft. Exciter shall be rotated integrally with generator rotor. ENGINE GENERATORS 263213 -7 C. Electrical Insulation: Class H or Class F. D. Construction shall prevent mechanical, electrical, and thermal damage due to vibration, overspeed up to 125 percent of rating, and heat during operation at 110 percent of rated capacity. E. Enclosure: Dripproof. F. Instrument Transformers: Mounted within generator enclosure. G. Voltage Regulator: Solid-state type, separate from exciter, providing performance as specified and as required by NFPA 110. 1. Adjusting Rheostat on Control and Monitoring Panel: Provide plus or minus 5 percent adjustment of output-voltage operating band. H. Strip Heater: Thermostatically controlled unit arranged to maintain stator windings above dew point. 2.8 OUTDOOR GENERATOR-SET ENCLOSURE A. Description: Vandal-resistant, sound-attenuating, weatherproof steel housing, wind resistant up to 100 mph (160 km/h). Multiple panels shall be lockable and provide adequate access to components requiring maintenance. Panels shall be removable by one person without tools. Instruments and control shall be mounted within enclosure. B. Engine Cooling Airflow through Enclosure: Maintain temperature rise of system components within required limits when unit operates at 110 percent of rated load for 2 hours with ambient temperature at top of range specified in system service conditions. 1. Louvers: Fixed-engine, cooling-air inlet and discharge. Storm-proof and drainable louvers prevent entry of rain and snow. 2. Automatic Dampers: At engine cooling-air inlet and discharge. Dampers shall be closed to reduce enclosure heat loss in cold weather when unit is not operating. 3. Ventilation: Provide temperature-controlled exhaust fan interlocked to prevent operation when engine is running. C. Interior Lights with Switch: Factory-wired, vapor-proof fixtures within housing; arranged to illuminate controls and accessible interior.Arrange for external electrical connection. I. AC lighting system and connection point for operation when remote source is available. 2. DC lighting system for operation when remote source and generator are both unavailable. D. Convenience Outlets: Factory wired,GFCI.Arrange for external electrical connection. E. Rodent Resistant Construction: Rodent guards and skid end caps to prevent animal entry to the generator set enclosure. ENGINE GENERATORS 263213 - 8 2.9 FINISHES A. Indoor and Outdoor Enclosures and Components: Manufacturer's standard finish over corrosion-resistant pretreatment and compatible primer. 2.10 SOURCE QUALITY CONTROL A. Prototype Testing: Factory test engine-generator set using same engine model, constructed of identical or equivalent components and equipped with identical or equivalent accessories. 1. Tests: Comply with NFPA 110, Level 1 Energy Converters and with IEEE 115. PART 3 -EXECUTION 3.1 INSTALLATION A. Comply with packaged engine-generator manufacturers' written installation and alignment instructions and with NFPA 110. B. Equipment Mounting: 1. Install packaged engine generators on cast-in-place concrete equipment bases. Comply with requirements for equipment bases and foundations specified in WSDOT Standard Specifications for Road, Bridge, and Municipal Construction(2018 edition). 2. Coordinate size and location of concrete bases for packaged engine generators. Cast anchor-bolt inserts into bases. Concrete, reinforcement, and formwork requirements are specified with concrete. C. Install packaged engine-generator to provide access, without removing connections or accessories,for periodic maintenance. D. Install Schedule 40, black steel piping with welded joints and connect to engine muffler. Install vents at 12 feet above grade per IFC. Piping shall be same diameter as muffler outlet. E. Electrical Wiring: Install electrical devices furnished by equipment manufacturers but not specified to be factory mounted. 3.2 CONNECTIONS A. Connect cooling-system water piping to engine-generator set and heat exchanger with flexible connectors. B. Connect engine exhaust pipe to engine with flexible connector. C. Connect fuel piping to engines with a gate valve and union and flexible connector. I. Vent gas pressure regulators outside building a minimum of 60 inches (1500 mm) from building openings. ENGINE GENERATORS 263213 -9 D. Ground equipment according to Section 260526 "Grounding and Bonding for Electrical Systems." E. Connect wiring according to Section 260519 "Low-Voltage Electrical Power Conductors and Cables." Provide a minimum of one 90 degree bend in flexible conduit routed to the generator set from a stationary element. F. Balance single-phase loads to obtain a maximum of 10 percent unbalance between any two phases. 3.3 IDENTIFICATION A. Identify system components according to Section 260553 "Identification for Electrical Systems." B. Install a sign indicating the generator neutral is bonded to the main service neutral at the main service location. 3.4 FIELD QUALITY CONTROL A. Perform tests and inspections. 1. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect components,assemblies, and equipment installations,including connections. B. Tests and Inspections: 1. Perform tests recommended by manufacturer and each visual and mechanical inspection and electrical and mechanical test listed in the first two subparagraphs as specified in NETA Acceptance Testing Specification, Section 7.22.1, "Emergency Systems, Engine Generator". Certify compliance with test parameters. 2. NFPA 110 Acceptance Tests: Perform tests required by NFPA 110 that are additional to those specified here including, but not limited to, single-step full-load pickup test. 3. Battery Tests: Equalize charging of battery cells according to manufacturer's written instructions. Record individual cell voltages. a. Measure charging voltage and voltages between available battery terminals for full-charging and float-charging conditions. Check electrolyte level and specific gravity under both conditions. b. Test for contact integrity of all connectors. Perform an integrity load test and a capacity load test for the battery. C. Verify acceptance of charge for each element of the battery after discharge. d. Verify that measurements are within manufacturer's specifications. C. Coordinate tests with tests for transfer switches and run them concurrently. ENGINE GENERATORS 263213 - 10 D. Test instruments shall have been calibrated within the last 12 months, traceable to NIST Calibration Services, and adequate for making positive observation of test results. Make calibration records available for examination on request. E. Leak Test:After installation,charge exhaust, coolant,and fuel systems and test for leaks.Repair leaks and retest until no leaks exist. F. Operational Test: After electrical circuitry has been energized, start units to confirm proper motor rotation and unit operation for generator and associated equipment. G. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. H. Remove and replace malfunctioning units and retest as specified above. I. Retest: Correct deficiencies identified by tests and observations and retest until specified requirements are met. J. Report results of tests and inspections in writing. Record adjustable relay settings and measured insulation resistances, time delays, and other values and observations. Attach a label or tag to each tested component indicating satisfactory completion of tests. 3.5 DEMONSTRATION A. Engage a factory-authorized warranty representative to train Owner's maintenance personnel to adjust, operate, and maintain packaged engine generators. END OF SECTION 263213 ENGINE GENERATORS 263213 - 11 Copyright 2016 AIA MasterSpec Premium 12/16 PRODUCT MASTERSPEC LICENSED BY ARCOM TO GRIPPLE, INC. This Product MasterSpec Section is licensed by ARCOM to Gripple, Inc ("Licensee"). This Product MasterSpec Section modifies the original MasterSpec text, and does not include the full content of the original MasterSpec Section. Revisions made to the original MasterSpec text are made solely by the Licensee and are not endorsed by, or representative of the opinions of, ARCOM or The American Institute of Architects (AIA). Neither AIA nor ARCOM are liable in any way for such revisions or for the use of this Product MasterSpec Section by any end user. A qualified design professional should review and edit the document to suit project requirements. For more information, contact Gripple, Inc., 1611 Emily Lane, Aurora, IL, 60502; Phone: (630) 406- 0600; Fax: (800) 654-0689; Website: www.gripple.com; Email: usinfo@gripple.com. For information about MasterSpec, contact ARCOM at(800) 424-5080 or visit www.MasterSpec.com. SECTION 260529- HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS TIPS: To view non-printing Editor's Notes that provide guidance for editing, click on MasterWorks/Single-File Formatting/Toggle/Editor's Notes. To read detailed research,technical information about products and materials,and coordination checklists, click on MasterWorks/Supporting Information. PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Steel slotted support systems. 2. Aluminum slotted support systems. 3. Nonmetallic slotted support systems. 4. Conduit and cable support devices. 5. Support for conductors in vertical conduit. 6. Structural steel for fabricated supports and restraints. 7. Mounting, anchoring, and attachment components, including powder-actuated fasteners, mechanical expansion anchors, concrete inserts, clamps, through bolts, toggle bolts, and hanger rods. 8. Fabricated metal equipment support assemblies. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529- 1 Copyright 2016 AIA MasterSpec Premium 12/16 PRODUCT MASTERSPEC LICENSED BY ARCOM TO GRIPPLE, INC. B. Related Requirements: 1. Section 260548.16 "Seismic Controls for Electrical Systems" for products and installation requirements necessary for compliance with seismic criteria. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for the following: a. Slotted support systems, hardware, and accessories. b. Clamps. C. I langers. d. Sockets. e. Eye nuts. f. Fasteners. g. Anchors. h. Saddles. i. Brackets. j. <Insert product type. 2. Include rated capacities and furnished specialties and accessories. B. Shop Drawings:[ Signed and sealed by a qualified professional engineer.] For fabrication and installation details for electrical hangers and support systems. 1. Hangers. Include product data for components. 2. Slotted support systems. 3. Equipment supports. 4. Vibration Isolation Base Details: Detail fabrication including anchorages and attachments to structure and to supported equipment. Include adjustahle motor bases, rails, and frames for equipment mounting. C. Delegated-Design Submittal: For hangers and supports for electrical systems. 1. Include design calculations and details of hangers. 2. Include design calculations for seismic restraints. 1.4 INFORMATIONAL SUBMITTALS A. Coordination Drawings: Reflected ceiling plan(s)and other details, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved: 1. Suspended ceiling components. 2. Ductwork, piping, fittings,and supports. 3. Structural members to which hangers and supports will be attached. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529-2 Copyright 2016 AIA MasterSpec Premium 12/16 PRODUCT MASTERSPEC LICENSED BY ARCOM TO GRIPPLE, INC. 4. Size and location of initial access modules for acoustical tile. 5. Items penetrating finished ceiling, including the following: a. Luminaires. b. Air outlets and inlets. C. Speakers. d. Sprinklers. e. Access panels. f. Projectors. g. <Insert item>. B. Seismic Qualification Data: Certificates, for hangers and supports for electrical equipment and systems, accessories, and components, from manufacturer. 1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation. 2. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate and describe mounting and anchorage provisions. 3. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements. C. Welding certificates. 1.5 QUALITY ASSURANCE A. Welding Qualifications: Qualify procedures and personnel according to [AWS D1.1/D1.1M] [AWS D1.2/D1.2M]. B. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.1/D1.1M. 2. AWS D1.2/D1.2M. PART2 -PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Delegated Design: Engage a qualified professional engineer, as defined in Section 014000 "Quality Requirements,"to design hanger and support system. B. Seismic Performance for Electrical Component Supports Located Within Structures Falling Under Seismic Design Categories C, D, E, and F: Hangers and supports shall withstand the effects of earthquake motions determined according to [ASCE/SEI 7] <Insert requirement>. 1. The term "withstand" means "the supported equipment and systems will remain in place without separation of any parts when subjected to the seismic forces specified[and the supported equipment and systems will be fully operational after the seismic event]." 2. Component Importance Factor: [1.5] [1.0]. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529-3 Copyright 2016 AIA MasterSpec Premium 12/16 PRODUCT MASTERSPEC LICENSED BY ARCOM TO GRIPPLE, INC. 3. <Insert requirements for Component Amplification Factor and Component Response Modification Factor>. C. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 1. Flame Rating: Class 1. 2. Self-extinguishing according to ASTM D 635. 2.2 SUPPORT,ANCHORAGE,AND ATTACHMENT COMPONENTS A. Steel Slotted Support Systems: Preformed steel channels and angles with minimum 13/32-inch- (10-mm-) diameter holes at a maximum of 8 inches (200 mm)o.c. in at least one surface. 1. Basis-of-Design Product: Subject to compliance with requirements, provide Gripple, Inc.; pipe support and hanging systems, or comparable products by one of the following: a. Allied Tube&Conduit; a part of Atkore International. b. B-line, an Eaton business. C. ERICO International Corporation. d. Flex-Strut Inc. e. GS Metals Corp. f. G-Strut. g. Haydon Corporation. h. Metal Ties Innovation. i. Thomas& Betts Corporation; A Member of the ABB Group. j. Unistrut; Part of Atkore International. k. Wesanco, Inc. 1. <Insert manufacturer's name>. 2. Pipe Bracket Kit Description: Pipe Bracket (PB1FT / P132FT / PB3FT / PB4FT) and Universal(GC2-T) clamps or Compact(GC2-C) clamps. Manually assembled in the field to support multiple parallel pipes. 3. Approvals: ISO 17025, MSS-SP 58, IAPMO/ANSI UPC 1-2012, UL 2239, and UL 2043. 4. Material for Channel: Pregalvanized steel G90 (Z275). 5. Channel Width: [Selected for applicable load criteria] 1-3/4 inches (44.45 mm). 6. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA- 4. 7. Protect finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. B. Aluminum Slotted Support Systems: Extruded-aluminum channels and angles with minimum 13/32-inch- (10-mm-) diameter holes at a maximum of 8 inches (200 mm) o.c. in at least one surface. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Cooper Industries, Inc. b. Flex-Strut Inc. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529-4 Copyright 2016 AIA MasterSpec Premium 12/16 PRODUCT MASTERSPEC LICENSED BY ARCOM TO CRIPPLE, INC. C. Haydon Corporation. d. MKT Metal Manufacturing. e. Thomas& Betts Corporation; A Member of the ABB Group. f. Unistrut; Part of Atkore International. g. <Insert manufacturer's name>. 2. Standard: Comply with MFMA-4 factory-fabricated components for field assembly. 3. Channel Material: 6063-T5 aluminum alloy. 4. Fittings and Accessories Material: 5052-H32 aluminum alloy. 5. Channel Width: [Selected for applicable load criteria] [1-5/8 inches (41.25 mm)] [1- 1/4 inches (31.75 mm)] [13/16 inches (20.64 mm)] <Insert dimension>. 6. Nonmetallic Coatings: Manufacturer's standard PVC, polyurethane, or polyester coating applied according to MFMA-4. 7. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA- 4. 8. Protect finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Nonmetallic Slotted Support Systems: Structural-grade, factory-formed, glass-fiber-resin channels and angles with minimum 13/32-inch- (10-mm-) diameter holes at a maximum of 8 inches (200 mm)o.c., in at least one surface. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Allied Tube&Conduit; a part of Atkore International. b. B-line, an Eaton business. C. Fabco Plastics Wholesale Limited. d. G-Strut. e. Haydon Corporation. f. Seasafe,Inc.; AMICO, a Gibraltar Industries Company. g. <Insert manufacturer's name>. 2. Standard: Comply with MFMA-4 factory-fabricated components for field assembly. 3. Channel Width: [Selected for applicable load criteria] [1-5/8 inches (41.25 mm)] [1- 1/4 inches (31.75 mm)] [13/16 inches (20.64 mm)] <Insert dimension>. 4. Fittings and Accessories: Products provided by channel and angle manufacturer and designed for use with those items. 5. Fitting and Accessory Materials: Same as those for channels and angles[,except metal items may be stainless steel]. 6. Rated Strength: Selected to suit applicable load criteria. 7. Protect finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. D. Conduit and Cable Support Devices: [Steel] [Steel and malleable-iron] [Stainless-steel] [Glass-fiber-resin] hangers, clamps, and associated fittings, designed for types and sizes of raceway or cable to be supported. . Basis-of-Design Product: Subject to compliance with requirements, provide Gripple, Inc.; adjustable clamp and pipe bracket system for suspension of conduits 4-inch (101.6-mm) and smaller, or comparable products by one of the following: HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529 - 5 Copyright 2016 AIA MasterSpec Premium 12/16 PRODUCT MASTERSPEC LICENSED BY ARCOM TO GRIPPLE, INC. a. <Insert manufacturer's name>. 2. Wire Rope Type 1: High tensile steel wire rope, to ASTM A1023/1023M, class A zinc coating; [7 by 7] [and] [7 by 19] cross-sectional construction; having a tensile strength of 256,000 psi (1,770 N per sq mm); lengths, diameters, and wire construction [to accommodate design loads] [indicated on Shop Drawings]. Cables are pre-cut lengths with fused ends. Pre-made end attachments are available depending on the application. 3. Wire Rope Type 2: High tensile steel wire rope, to ASTM A492, Type 316 stainless- steel, 7 by 7 cross-sectional construction; having a tensile strength of 256,000 psi (1,770 N per sq mm); lengths, diameters, and wire construction [to accommodate design loads] [indicated on Shop Drawings]. Cables are pre-cut lengths with fused ends. Pre-made end attachments are available depending on the application. 4. Y-Fit: Two wire ropes, arranged to form two leg attachment points at one end with a ferrule. Factory-crimped with a 30-ton hydraulic press. For loads up to 200 lbs (90 kg) (5:1 safety factor). 5. Adjustable Fastener Type 1: One-piece die cast type ZA2 zinc two-channel housing; encasing a series of Type 302 stainless-steel springs with serrated self-locking steel wedges, adjustable with setting key or integrated mechanism; r rV stabilized homopolymer polypropylene end caps. Sizes [to accommodate design loads] [indicated on Shop Drawings]. Safe working load (SWL) with 5:1 safety factor. Gripple model HF/XP Adjustable Fastener. 6. Adjustable Fastener Type 2: One-piece Type 316 stainless-steel two-channel housing to ASTM A167; encasing a series of Type 302 stainless-steel springs with serrated self- locking ceramic wedges, adjustable with setting key; Type 316 A4 stainless-steel end caps. For load of[200 lb (90 kg)] [500 lb (225 kg)]. SWL with 5:1 safety factor. Model: Gripple No. [3] [4] Stainless Steel Adjustable Fastener. 7. Adjustable Fastener Type 3: One-piece die cast type ZA2 zinc one-channel housing; encasing a series of Type 302 stainless-steel springs with serrated self-locking ceramic wedge, adjustable with setting key; Type 316 A4 stainless-steel end caps. For load of [200 lb (90 kg)] [500 lb (225 kg)]. SWL with 5:1 safety factor. Model: Gripple No. [3] [4] Stainless Steel Adjustable Fastener. 8. Adjustable Fastener Type 4: One-piece die cast type ZA2 zinc one-channel housing; encasing a series of Type 302 stainless-steel springs with serrated self-locking steel wedge, adjustable with integrated inechauism; UV stabilized lioniopolymer polypropylene end caps. Sizes [to accommodate design loads] [indicated on Shop Drawings]. SWL with 5:1 safety factor. Gripple model STZ2/TZ3 Adjustable Fastener. 9. Adjustable Fastener Type 5: Mild steel (type EN1A), bright zinc plated, one-channel body; encasing a series of Type 302 stainless-steel springs with serrated self-locking grade 40 chrome steel balls, adjustable by means of an integrated mechanism, capable of accommodating load of [100 lb (45 kg)] [200 lb (90 kg)] [500 lb (225 kg)]. Model: Gripple No. [2] [3] [4] Trapeze Plus Adjustable Fastener. 10. Adjustable Fastener Type 6: One-piece die cast type ZA2 zinc two-channel housing; encasing a series of Type 302 stainless-steel springs with serrated self-locking ceramic rollers, adjustable with setting key and extra allen key locking mechanism; UV stabilized homopolymer polypropylene end caps. UL/CSA listed. Manufactured in an ISO 9002 facility. Sizes [to accommodate design loads] [indicated on Shop Drawings]. SWL with 5:1 safety factor. Gripple Lockable Plus Adjustable Fastener. 11. Adjustable Fastener Type 7: Bright nickel-plated, type ZA2 zinc housing; encasing a Delrin 511P NC010 spring with self-locking brass roller, adjustable with integrated mechanism. For loads up to 30 lb (13.6 kg). SWL with 5:1 safety factor. Model: Gripple Angel Hanger family. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529 -6 Copyright 2016 AIA MasterSpec Premium 12/16 PRODUCT MASTERSPEC LICENSED BY ARCOM TO GRIPPLE, INC. 12. End Fixing Type 1: Mechanically-spliced wire rope with factory end fixing using a 30- ton hydraulic press; to accommodate the design load and safety factor of the fastener kit (loop, stud,toggle, hook, 90-degree eyelet, or shot fire). 13. End Fixing Type 2 (C-Clip): Zinc ZA2 for load of 100 lb (45 kg) (Gripple No. 2). C- Clip: 1/8 inch (3 mm) or 1/4 inch (6 mm) with crimped loop fastener. Mechanically- spliced wire rope with factory end fixing using a 30-ton hydraulic press; to accommodate the design load and safety factor of the fastener kit. 14. End Fixing Type 2 (Shot Fire Ceiling Clip and Pin): Galvanized steel pin and clip for load of[25 lb (11.4 kg) (Gripple No. 1)] [100 lb (45 kg) (Gripple No. 2)]. Shot Fire: [SF35] [C925] [C945] [NP00] with crimped loop fastener. Mechanically-spliced wire rope with factory end fixing using a 30-ton hydraulic press; to accommodate the design load and safety factor of the fastener kit. 15. End Fixing Type 3 (Eyelag): Galvanized steel eyelag screw for load of[25 lb (11.4 kg) (Gripple No. 1)] [100 lb (45 kg) (Gripple No. 2)]. Eyelag: [ELW] [ELD] [ELS] with crimped loop fastener. Mechanically-spliced wire rope with factory end fixing using a 30-ton hydraulic press; to accommodate the design load and safety factor of the fastener kit. 16. End Fixing Type 4 (Swivel Toggle): Zinc-plated steel, 1-1/2-inches (38-mm), for load of [100 lb (45 kg) (Gripple No. 2)] [200 lb (90 kg) (Gripple No. 3)]. Swivel Toggle: Gripple Spider/MDI. Mechanically-spliced wire rope with factory end fixing using a 30- ton hydraulic press;to accommodate the design load and safety factor of the fastener kit. 17. End Fixing Type 5 (Loop Ferrule): Type 316 stainless-steel, ASTM A167, 1/2 inch by 5/16 inch (13 mm by 8 mm), for load of[100 lb (45 kg) (Gripple No.2)] [200 lb (90 kg) (Gripple No. 3)]. Mechanically-spliced wire rope with factory end fixing using a 30-ton hydraulic press;to accommodate the design load and safety factor of the fastener kit. 18. End Fixing Type 6 (Toggle Plate and Endstop): Type 304/A2 stainless-steel, 1/4-inch (6 mm) thickness, 5/16 inch by 1-9/16 inch (8 mm by 40 mm), for load of 100 lb (45 kg) (Gripple No. 2). Mechanically-spliced wire rope with factory end fixing using a 30-ton hydraulic press;to accommodate the design load and safety factor of the fastener kit. 19. End Fixing Type 7 (Threaded Stud): Type 304/A2 stainless-steel, 1/4 - 20 (M6 x 1) threaded rod, for load of[100 lb (45 kg) (Gripple No. 2)] [200 lb (90 kg) (Gripple No. 3)]. Mechanically-spliced wire rope with factory end fixing using a 30-ton hydraulic press; to accommodate the design load and safety factor of the fastener kit. 20. End Fixing Type 8 (Hook Stud): Type 304/A2 stainless-steel, 1/4-inch (6 mm)thickness, 5/8 inch by 3 inches (16 mm by 76 mm), for load of 100 lb (45 kg) (Gripple No. 2). Mechanically-spliced wire rope with factory end fixing using a 30-ton hydraulic press; to accommodate the design load and safety factor of the fastener kit. 21. End Fixing Type 9 (Barrel): Zinc-plated steel with aesthetic fixing for use with up to 1/4 inch (6 mm) or 3/8 inch (9.5 mm) threaded anchor, for load of 200 lb (90 kg). SWL with 5:1 safety factor. E. Accessories: 1. Cable Basket Adaptor: Galvanized steel adaptor for load of 100 lb (45 kg) (Gripple No. 2), to suspend cable basket with wire diameter up to 1/4 inch (6 mm). 2. Y-Fit: Two wire ropes, arranged to form two leg attachment points at one end with a ferrule. Factory-crimped with a 30-ton hydraulic press. For loads [50 lb (23 kg) (Gripple No. 1)] [100 1b (45 kg) (Gripple No.2)] [200 lb (90 kg) (Gripple No.3)]. 3. Karabiner: Galvanized steel karabiner for load of 200 lb (90 kg) with 5:1 safety factor, to suspend cable basket. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529- 7 Copyright 2016 AIA Mastcr5pcc Premium 12/16 PRODUCT MASTERSPEC LICENSED BY ARCOM TO GRIPPLE, INC. 4. G-Bracket: Cold formed mild steel bracket (BS EN 10346:2009 DX51D) with slots to support cable trays, for load up to 100 ]b (45 kg) (SWL with 3:1 safety rating), compatible with Y-Ct range. 5. GF Bracket: Ductile iron with hot dip galvanized finish. Bracket for clamping onto wide flange beam section, suitable for 1/4 inch (6 mm) to 1/2 inch (13 mm) flange thickness, and for use with 1/2-inch (13-rnm)-diameter threaded rod supplied by others. F. Support for Conductors in Vertical Conduit: Factory-fabricated assembly consisting of threaded body and insulating wedging plug or plugs for nonarmored electrical conductors or cables in riser conduits. Plugs shall have number, size, and shape of conductor gripping pieces as required to suit individual conductors or cables supported. Body shall be made of malleable iron. G. Structural Steel for Fabricated Supports and Restraints: ASTM A 36/A 36M steel plates, shapes, and bars; black and galvanized. H. Mounting, Anchoring, and Attachment Components: Items for fastening electrical items or their supports to building surfaces include the following: 1. Powder-Actuated Fasteners: Threaded-steel stud, for use in hardened portland cement concrete, steel, or wood, with tension, shear, and pullout capacities appropriate for supported loads and building materials where used. a. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1) Hilti, Inc. 2) ITW Ramset/Red Head; Illinois Tool Works, Inc. 3) MKT Fastening, LLC. 4) Simpson Strong-Tie Co., Inc. 5) <Insert manufacturer's name>. 2. Mechanical-Expansion Anchors: Insert-wedge-type, [zinc-coated] [stainless] steel, for nse in hardened portland cement concrete, with tension, Shear, and pullout capacities appropriate for supported loads and building materials where used. a. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1) B-line, an Eaton business. 2) Empire Tool and Manufacturing Co., Inc. 3) Hilti, Inc. 4) ITW Ramset/Red Head; Illinois Tool Works, Inc. 5) MKT Fastening, LLC. 6) <Insert manufacturer's name>. 3. Concrete Inserts: Steel or malleable-iron, slotted support system units are similar to MSS Type 18 units and comply with MFMA-4 or MSS SP-58. 4. Clamps for Attachment to Steel Structural Elements: MSS SP-58 units are suitable for attached structural element. 5. Through Bolts: Structural type, hex head, and high strength. Comply with ASTM A 325. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529 - 8 Copyright 2016 AIA MasterSpec Premium 12/16 PRODUCT MASTERSPEC LICENSED BY ARCOM TO GRIPPLE, INC. 6. Toggle Bolts: [All] [Stainless]-steel springhead type. 7. Hanger Rods: Threaded steel. 2.3 FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES A. Description: Welded or bolted structural-steel shapes, shop or field fabricated to fit dimensions of supported equipment. B. Materials: Comply with requirements in Section 055000 "Metal Fabrications" for steel shapes and plates. PART 3 -EXECUTION 3.1 APPLICATION A. Comply with the following standards for application and installation requirements of hangers and supports, except where requirements on Drawings or in this Section are stricter: 1. NECA 1. 2. NECA 101 3. NECA 102. 4. NECA 105. 5. NECA 111. B. Comply with requirements in Section 078413 "Penetration Firestopping" for firestopping materials and installation for penetrations through fire-rated walls, ceilings, and assemblies. C. Comply with requirements for raceways and boxes specified in Section 260533 "Raceways and Boxes for Electrical Systems." D. Maximum Support Spacing and Minimum Hanger Rod Size for Raceways: Space supports for EMT, IMC, and RMC as [required by] [scheduled in NECA 1, where its Table 1 lists maximum spacings that are less than those stated in] NFPA 70. Minimum rod size shall be 1/4 inch (6 mm) in diameter. E. Multiple Raceways or Cables: Install trapeze-type supports fabricated with steel slotted [or other]support system, sized so capacity can be increased by at least [25] <Insert number> percent in future without exceeding specified design load limits. 1. Secure raceways and cables to these supports with [two-bolt conduit clamps] [single- bolt conduit clamps] [single-bolt conduit clamps using spring friction action for retention in support channel]. F. Spring-steel clamps designed for supporting single conduits without bolts may be used for 1- 1/2-inch (38-min) and smaller raceways serving branch circuits and communication systems above suspended ceilings, and for fastening raceways to trapeze supports. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529-9 Copyright 2016 AIA MastcrSpcc Prcmium 12/16 PRODUCT MASTERSPEC LICENSED BY ARCOM TO GRIPPLE, INC. 3.2 SUPPORT INSTALLATION A. Comply with NECA 1 and NECA 101 for installation requirements except as specified in this article. B. Raceway Support Methods: In addition to methods described in NECA 1, [EMT] [IMC] [and] [RMC] may be supported by openings through structure members, according to NFPA 70. C. Strength of Support Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static loads within specified loading limits. Minimum static design load used for strength determination shall be weight of supported components plus 200 lb (90 kg). D. Mounting and Anchorage of Surface-Mounted Equipment and Components: Anchor and fasten electrical items and their supports to building structural elements by the following methods unless otherwise indicated by code: 1. To Wood: Fasten with lag screws or through bolts. 2. To New Concrete: Bolt to concrete inserts. 3. To Masonry: Approved toggle-type bolts on hollow masonry units and expansion anchor fasteners on solid masonry units. 4. To Existing Concrete: Expansion anchor fasteners. 5. Instead of expansion anchors, powder-actuated driven threaded studs provided with lock washers and nuts may be used in existing standard-weight concrete 4 inches (100 min) thick or greater. Do not use for anchorage to lightweight-aggregate concrete or for slabs less than 4 inches (100 mm)thick. 6. To Steel: [Welded threaded studs complying with AWS D1.1/D1.1M, with lock washers and nuts] [Beam clamps (MSS SP-58,Type 19,21,23,25, or 27),complying with MSS SP-69] [Spring-tension clamps]. 7. To Light Steel: Sheet metal screws. 8. Items Mounted on Hollow Walls and Nonstructural Building Surfaces: Mount cabinets, panelboards, disconnect switches, control enclosures, pull and junction boxes, transformers, and other devices on slotted-channel racks attached to substrate[ by means that comply with seismic-restraint strength and anchorage requirements]. E. Drill holes for expansion anchors in concrete at locations and to depths that avoid the need for reinforcing bars. 3.3 INSTALLATION OF FABRICATED METAL SUPPORTS A. Comply with installation requirements in Section 055000 "Metal Fabrications" for site- fabricated metal supports. B. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor electrical materials and equipment. C. Field Welding: Comply with AWS D1.1/D1.1M. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529 - 10 Copyright 2016 AIA MasterSpec Premium 12/16 PRODUCT MASTERSPEC LICENSED BY ARCOM TO GRIPPLE, INC. 3.4 CONCRETE BASES A. Construct concrete bases of dimensions indicated, but not less than 4 inches (100 mm) larger in both directions than supported unit, and so anchors will be a minimum of 10 bolt diameters from edge of the base. B. Use [3000-psi (20.7-MPa)] <Insert value>, 28-day compressive-strength concrete. Concrete materials, reinforcement, and placement requirements are specified in [Section 033000 "Cast- in-Place Concrete."] [Section 033053 "Miscellaneous Cast-in-Place Concrete."] C. Anchor equipment to concrete base as follows: 1. Place and secure anchorage devices. Use supported equipment manufacturer's setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 2. Install anchor bolts to elevations required for proper attachment to supported equipment. 3. Install anchor bolts according to anchor-bolt manufacturer's written instructions. 3.5 PAINTING A. Touchup: Clean field welds and abraded areas of shop paint. Paint exposed areas immediately after erecting hangers and supports. Use same materials as used for shop painting. Comply with SSPC-PA 1 requirements for touching up field-painted surfaces. 1. Apply paint by brush or spray to provide minimum dry film thickness of 2.0 mils (0.05 mm). B. Touchup: Comply with requirements in [Section 099113 "Exterior Painting"] [Section 099123 "Interior Painting"] [and] [Section 099600 "High-Performance Coatings"] <Insert painting Sections> for cleaning and touchup painting of field welds, bolted connections,and abraded areas of shop paint on miscellaneous metal. C. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply galvanizing-repair paint to comply with ASTM A 780. END OF SECTION 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529 - 11 I BUILDING NO. SC# PROJECT NAME SECTION 033000-CAST-IN-PLACE CONCRETE PART 1 -GENERAL 1.1 SUMMARY A. Related Documents: 1. Drawings and general provisions of the Subcontract apply to this Section. 2. Review these documents for coordination with additional requirements and information that apply to work under this Section. B. Section Includes: 1. Cast-in-place concrete. C. Related Sections: 1. Section 01XXX-General Requirements 2. Section 01XXX-Special Procedures 3. Section 031000-Formwork 4. Section 031500-Concrete Accessories 5. Section 032000-Concrete Reinforcement 1.2 REFERENCES A. General: 1. The following documents form part of the Specifications to the extent stated.Where differences exist between codes and standards,the one affording the greatest protection shall apply. 2. Unless otherwise noted,the referenced standard edition is the current one at the time of commencement of the Work. 3. Refer to Division 01 Section"General Requirements"for the list of applicable regulatory requirements. B. American Concrete Institute(ACI): 1. ACI 211.1 Proportioning Concrete Mixtures 2. ACI 301 Specifications for Structural Concrete 3. ACI 303.1 Specification for Cast-in-Place Architectural Concrete 4. ACI 305 Hot Weather Concreting 5. ACI 306 Specifications for Cold Weather Concreting 6. ACI 308 Specifications for Curing Concrete 7. ACI 309 Consolidation of Concrete 8. ACI 318 Building Code Requirements for Structural Concrete C. American Society for Testing and Material (ASTM) 1. ASTM C31 Practice for Making and Curing Concrete Test Specimens in the Field 2. ASTM C33 Specification for Concrete Aggregates 3. ASTM C94 Specification for Ready Mix Concrete 4. ASTM C143 Test Method for Slump of Hydraulic Concrete 5. ASTM C150 Specification for Portland Cement 6. ASTM C156 Standard Test Method for Water Retention by Liquid Membrane Forming Curing Compounds for Concrete 7. ASTM C171 Specification for Sheet Materials for Curing Concrete 8. ASTM C172 Practice for Sampling Freshly Mixed Concrete 9. ASTM C260 Specifications for Air Entraining Admixtures for Concrete 10. ASTM C309 Specification for Liquid Membrane-Forming Compounds for Curing Concrete 11. ASTM C330 Specification for Lightweight Aggregates for Structural Concrete 12. ASTM C494 Specification for Chemical Admixtures for Concrete 13. ASTM C567 Test Method for Determining Density of Structural Lightweight Concrete 14. ASTM C618 Specification for Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete 15. ASTM C881 Specification for Epoxy-Resin-Base Bonding Systems for Concrete LBNL Facilities Master Specifications 033000-1 Revised Cast-in-Place Concrete 10/06/2011 BUILDING NO. SC# PROJECT NAME 16. ASTM E 1745 Specification for Water Vapor Retarders Used in Contact with Soil or Granular Fill Under Concrete Slabs D. American Association of State Highway and Transportation Officials(AASHT% 1. M182-60-Burlap Cloth Made for Jute or Kelat E. State of California-California Department of Transportation(CALTRANS) 1. CMM Materials Manual. 2. Standard Specifications. F. American Institute of Steel Construction (AISC): 1. Code of Standard Practice for Steel Buildings and Bridges 1.3 SUBMITTALS A. Submit under provisions of Division 01 Section"General Requirements." B. Product Data: Provide data form proprietary materials, including admixtures curing materials, and finish materials. C. Submit Placement Shop Drawings, showing location of construction joints, Clearly indicate the construction joints in different locations that those shown in the Drawings. D. Samples: As requested by Testing Laboratory E. Mix design for each concrete mix sealed by an engineer registered in California. 1. Include compression test data used to establish mix proportions. F. Submit certification that the facilities of the ready-mix plant comply with the requirements of ASTM C94. G. Material Certificates. 1. Cementitious materials, including supplemental cementitous material. 2. Aggregates, including gradation and combined gradation. 3. Admixtures. Where more than one admixture is proposed, include statement from admixture manufacturer indicating that admixtures proposed for use are compatible, such that desirable effects of each admixture will be realized. H Submit ticket to I esting Laboratory for each batch of concrete delivered, bearing the following Information. Refer to"Field Quality Control'Article of this Section. 1. Mix identification. 2. Weights of cementitious materials, aggregates,water and admixtures, and aggregate size. I. Submit test reports from the independent testing agency for review by the University. J. LEED Submittals: 1. Product Data for Credit MR 4.1[and Credit MR 4.2]: For products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. a. Include statement indicating costs for each product having recycled content. 2. Design Mixtures for Credit ID 1.1: For each concrete mixture containing fly ash as a replacement for portland cement or other portland cement replacements and for equivalent concrete mixtures that do not contain portland cement replacements. 1.4 QUALITY ASSURANCE A. Quality assurance and inspection shall be in accordance with Division 01 Section"Special Provisions". B Standards: Comply with provisions of ACI 301, except where more stringent requirements are indicated. Evaluation and acceptance of concrete structures will be in accordance with ACI 301. LBNL Facilities Master Specifications 033000-2 Revised Cast-in-Place Concrete 10/06/2011 BUILDING NO. SC# PROJECT NAME C Concrete Mix Design: Testing Laboratory shall, under direction of its California registered Civil Engineer, design concrete mixes. Each mix shall bear the signature, seal and registration expiration date of the engineer directing the design work. For mixes containing greater than twenty five percent fly ash,the Testing Laboratory shall produce calculations and test batches in accordance with the recommendations of ACI 211.1 to determine the minimum water content and to confirm workability, curing time and compressive strength. D Certificates of Compliance: Acceptability of the following materials will be based upon documentation furnished by the manufacturer identifying each batch of material and certifying compliance with the requirements specified: 1. Portland cement. 2. Fly ash. 3. Chemical admixtures. E Certified Laboratory Test Reports: Before delivery of materials submit certified copies of the reports of the tests required in referenced standards or otherwise specified here. The testing shall have been performed by an independent laboratory approved by the University within one year of submittal of test reports for approval. Test reports on a previously tested material shall be accompanied by notarized certificates from the manufacturer certifying that the previously tested material is of the same type, quality, manufacture and make as that proposed for use in the Project. Certified test reports are required for the following: 1. Portland Cement. 2. Aggregates. 3. Admixtures. F. Survey anchor bolts for placement and alignment prior to casting concrete. PART 2- PRODUCTS 2.1 CONCRETE MATERIALS A. Cementitious materials and aggregates for exposed concrete shall be from same source throughout the work. B Cementitious Material: An intimate blend of Portland cement and supplemental cementitious material. Cementitious material shall include [15 percent minimum to a maximum of 25 percent] [50% percent minimum to a maximum of 60 percent] fly ash or ground blast furnace slag by weight unless the strength is specified to be achieved in 7 or 14 days. Cementitious material shall comply with ACI 318 Chapter 4 requirements for exposure class S1. C. <Retain first option in first paragraph below if required for LEED-NC Credit ID 1.1. This credit can be achieved by replacing at least 40 percent of the portland cement, which would otherwise be used in concrete, with other cementitious materials. Retain second option if limiting percentage of cementitious materials that can replace portland cement. Neither ACI 301 nor ACI 318 (ACI 318M) limit amount of cementitious materials that can replace portland cement unless concrete is exposed to deicing chemicals. Identify parts of building or structure affected by these limits unless extending them to all concrete. Otherwise delete option 1 and retain option 2> D. (Option 1) [Supplemental Cementitious Materials: Use fly ash, pozzolan, ground granulated blast-furnace slag, and silica fume as needed to reduce the total amount of portland cement,which would otherwise be used, by not less than 40 percent.] E. [(Option2)[Supplemental Cementitious Materials: 1. Fly Ash: ASTM C618, Class F with the following Modified ASTM requirements: a. Loss of Ignition(L.O.I.): maximum 1 percent. b. Sulfur Trioxide(S03) shall not exceed 3 percent by weight. C. Water requirement maximum: 100 percent control. 1) R=(CaO-5 percent)/(Fe2O3),where R (sulfate resistance) is 0.75 maximum and CaO/Fe2O3 is the percentage from fly ash oxide analysis. 2. Ground Blast Furnace Slag:ASTM C989.] LBNL Facilities Master Specifications 033000-3 Revised Cast-in-Place Concrete 10/06/2011 BUILDING NO. SC# PROJECT NAME F Aggregate for Standard Weight Concrete: ASTM C33, except as modified herein. 1. Coarse Aggregates: Cleanness Value of not less than 75 when tested as per CMM-Test Method No. California 227. 2. Coarse Aggregate for Shrinkage Controlled Concrete: Lonestar or Hanson Clayton, or Sechelt, B.C. (as supplied by Hanson). 3. Fine Aggregates: Sand Equivalent of not less than 75 when tested per CMM-Test Method No. California 217. G Aggregate for Lightweight Concrete: ASTM C330. Lightweight aggregate shall be vacuum saturated expanded shale or clay produced by rotary kiln. H. Water:Mixing water shall be clean, potable and free from deleterious material. I. Admixtures 1. General: a. Admixtures containing more than 0.05 percent chloride ions are not permitted. b. Where mix contains more than one admixture, all admixtures shall be supplied by one manufacturer. Manufacturer shall certify that admixtures are compatible such that desirable effects of each admixture will be realized. C. Liquid admixtures shall be considered part of the total water. J Lightweight Concrete shall contain an air entrainment admixture conforming to ASTM C260, to produce an air content of 3 to 5 percent at point of placement. K. Water Reducing Admixture: ASTM C494, Type A. Provide in all concrete at necessary dosage to facilitate placement. L. Mid to High Range Water Reducing Admixture: ASTM C494, Type F; polycarboxylate formulation. Provide in mid-range or high-range dosage as necessary for placement at the maximum water to cement ratio specified. M. Set Accelerating Admixture: ASTM C494, Type E, non-chloride. Subject to approval of University's Representative, provide in necessary dosage to accelerate set. N. Set Retarding Admixture: ASTM C494, Type D. Subject to approval of University's Representative, provide in necessary dosage to retard set. O. Color Admixtures: ASTM C579; products of Davis Colors, L. M. Scofield Co, QC Construction Products, or equal. Provide color as approved by the University's Representative from job site samples. Exposed exterior concrete shall contain 2 pounds of lampblack per cubic yard. 22 ACCESSORIES A. Curing Compounds: ASTM C309, [Type I, clear or translucent without dye,] [Type 1-D, clear or translucent with fugitive dye] or Type 2, white pigmented] and which will not discolor concrete or affect bonding of other finishes applied thereover, and which restricts loss of water to not more than 0.500 grams per square centimeter of surface when tested per ASTM C156, "Test Method for Water Retention by Concrete Curing Materials." B. Slab Curing Membrane: Membrane conforming to ASTM C171, non-staining. C. Burlap Sheet: AASHTO M182, class 3 or 4. D. Surface Hardener: Lapidolith, Hornolith, Kemi-Kal Liquid or equal. E. Rock Base: Clean, hard and durable gravel or crushed rock conforming to the requirements of CalTrans Standard Specifications Section 68 for Class 1,Type A permeable material. F. Vapor Barrier: ASTM D2103,"Polyethylene Film and Sheeting." LBNL Facilities Master Specifications 033000-4 Revised Cast-in-Place Concrete 10/06/2011 BUILDING NO. SC# PROJECT NAME G Sand Cover: Uniformly graded, clean sand free from excessive fines, organic materials or other deleterious substances. H. Form Tie Cone Hole Plugs: Burke Co., Grey, Recessed, Jumbo Cone, "Snaplug", or equal (no known equal) with waterproof adhesive. I. Filter drains such as behind concrete walls: Type A drain rock conforming to Division 31 Section "Backfilling" or prefabricated drain manufactured with polyethylene stranded or molded core and a geotextile fabric bonded to one side. Filter drains shall be manufactured by Mirafi, Exxon or equal approved by the Architect-Engineer. J. Embedded Reglets and Dovetail Anchor Slots: 18 gauge galvanized steel. K. [Bonding Agent: Burke Acrylic Bondcrete,Thorobond or equal.] 2.3 CONCRETE MIXES A. Schedule of Concrete Classes: Mix ID/Use Aggregate Size Slump Min. Other Req'ts Strength Mix A Drilled Piers, Foundations Size 57(1 inch) 4 to 6 inches 4000 psi (25 mm) _�100 to 150 mm) (27.6 MPa) Mix B Walls, Columns, Size 57(1 inch) 4 to 6 inches 4000 psi Req't E.1, Suspended Slabs& Beams (25 mm) (100 to 150 mm) (27.6 MPa) Req't E.2 Mix C Floor Slabs on Grade, Size 57(1 inch) 3 to 5 inches 4000 psi Req't E.1, Miscellaneous Concrete (25 mm)_ (75 to 125 mm) (27.6 MPa) Req't E.2 Mix D Lightweight Concrete Fill on 1/2 inch (13 mm)by 3 to 5 inches 4000 psi Req'ts E.2 Metal Decking #4 lightweight (75 to 125 mm) (27.6 MPa) and E.3 Mix E Miscellaneous concrete for Size 57(1 inch) 3 to 5 inches 3500 psi curbs, pads, etc. (25 mm) (75 to 125 mm) (24.1 MPa) Lean Concrete Size 57(1 inch) 3 to 5 inches 1500 psi (25 mm) (75 to 125 mm) (10.3 MPa) B. Aggregate: Coarse aggregate size number in accordance with ASTM C33 for normal-weight aggregate. Coarse aggregate size in accordance with ASTM C330 for lightweight aggregates. C. Slump: Minimum-maximum slump at point of placement in inches when tested in accordance with ASTM C 143. D. Strength: Minimum compressive strength in psi after[7][14][28]days,tested in accordance with ASTM C39. E. Other Requirements (apply only where indicated in Schedule of Concrete Mixes) 1. Shrinkage Controlled Concrete: Use special coarse aggregates specified. Select materials and proportion mix to achieve shrinkage less than 0.040 percent(ASTM C157 modified). 2 Water to Cementitious Material Ratio: Mixes"B","C"and"D"shall have a water-to-cementitious- material ratio not exceeding 0.45 by weight. Weight of water shall include all free moisture, including liquid admixtures. Mixes shall contain specified high range water reducing admixture at mid-range dosage as required to achieve specified slump. 3 Lightweight Concrete: Equilibrium weight(at 100 days air dry)of 113 pcf plus or minus 3 pcf,ASTM C567. Mix shall contain 4 percent, plus or minus 1 percent, entrained air by volume at point of placement. LBNL Facilities Master Specifications 033000-5 Revised Cast-in-Place Concrete 10/06/2011 BUILDING NO. SC# PROJECT NAME F Proposed mixes shall produce concrete to strengths specified with adequate workability and proper consistency to permit concrete to be worked into forms and around reinforcement without excessive segregation or bleeding. G. Mix design shall be subject to review by the University's Representative and the Testing Laboratory. Submit mixes in a timely manner to allow for review and adjustment, if necessary. H. Add air entraining agent to normal weight concrete mix for work exposed to exterior. I. Concrete mixes used for liquid nitrogen tank foundations shall comply with ACI 318 Chapter 4 requirements for exposure class F1. J. For any concrete mix that uses greater than 45% total cementitious material the maximum water-cement ratio shall not exceed 0.38. PART 3-EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Division 01 Section"General Provisions". B Verify requirements for concrete cover over reinforcement. C Verify that anchor bolts, embedded plates, reinforcement, sleeves and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. 3.2 FORMWORK ERECTION A. Verify lines, levels, and measurement before proceeding with formwork. B. Hand trim sides and bottom of earth forms; remove loose dirt. C. Align form joints. D. Do not apply form release agent to concrete surfaces which receive[special finishes] [nr] [appliprl roatings]that may be affected by agent. 1. Coordinate work of other sections in forming and setting openings, slots, recesses, chases, sleeves, bolts, anchors, and other inserts. 3.3 REINFORCEMENT AND EMBEDDED ITEMS A. Place, support, and secure reinforcement and embedded items against displacement. B Installation tolerances for anchor bolts for structural steel columns shall comply with the AISC Code of Standard Practice for Steel Buildings and Bridges requirements for tolerances. C Only items that are dimensionally located on the drawings may be embedded in concrete regardless of the trade responsible for placing them. 3.4 PLACING CONCRETE A. Notify the University at least 48 hours prior to commencement of concreting operations. No concrete shall be placed until all subgrade, formwork, reinforcing steel, embedded items and surfaces against which concrete is to be placed have been accepted by the University. The rate of delivery, haul time, missing time and hopper LBNL Facilities Master Specifications 033000-6 Revised Cast-in-Place Concrete 10/06/2011 BUILDING NO. SC# PROJECT NAME capacity shall be such that all mixed concrete delivered shall be placed in forms within 90 minutes from the time of the introduction of cement and water into the mixer. No water shall be added after transit mixer leaves the batching plant without the approval of the University. B. Prepare previously placed concrete by cleaning with [steel brush] or [sandblasting] [waterblasting] [wet sandblasting]and applying bonding agent in accordance with manufacturer's instruction. C. In locations where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with [non-shrink grout]or[epoxy grout]. D. Foundation surfaces against which concrete is to be placed must be free from standing water, mud and debris. Surfaces shall be clean and free from oil, objectionable coatings, and loose or unsound material. E. All surfaces of forms and embedded items shall be free of grout before placing concrete. F. Install [joint fillers] and [waterstops] in accordance with manufacturer's instructions. Install [1/2-inch (13 mm)] thick joint filler to separate slabs on grade from vertical surfaces. Extend joint filler from bottom of slab to within 1/4-inch(6 mm)of finished slab surface. G Locate construction joints where indicated on the Structural Drawings. H. When ambient temperature is expected to exceed 80 degrees F during placing or finishing operations, steps shall be taken in accordance with ACI 305, "Recommended Practices for Hot Weather Concreting", to reduce concrete temperature and water evaporation by proper attention to the ingredients, production methods, handling, placing, protection and curing. The Subcontractor shall submit a detailed hot weather concrteting procedure to the A/E for approval at least two business days before concrete placement is planned. The Subcontractor's testing agency will produce trial batches in accordance with ACI 305. Slabs will be fog sprayed from the completion of skreeding until curing is begun; the fog spray may be discontinued on sections during troweling. 3.5 FLOOR SLABS A. Place floor slabs [in long strip patterns] [as indicated on Drawings]. Saw cut control joints at an optimum time after finishing. Cut slabs with a 3/16-inch (8 mm)thick blade to 1 inch (25 mm)depth. B. Separate slabs on grade from vertical surfaces with joint filler. Extend joint filler from bottom of slab to within Y4 inch of finished slab surface. C. [Scratch] [Float] [Trowel] [Broom or belt] [Nonslip]finish surfaces[as scheduled]. D. Install joint devices and joint device anchors in accordance with manufacturer's instructions. Maintain correct position to allow joint cover flush with floor finish. E. Construct slab on grade and shored elevated floor slabs with overall specified FF30/FL20 and with minimum FF15/FL10 for individual floor sections in accordance with ACI 302.1. Determination of FF/FL numbers will be in accordance with ASTM E 1155. The Subcontractor will take remedial measures when floor slabs do not meet specified requirements The Subcontractor's plan for remedial measures shall be submitted to the University for review and approval. [Slope slabs to drains[1/4 inch (6mm)]<Insert dimension>per foot nominal.] 3.6 [SCHEDULE OF FORMED SURFACES A. Smooth surface finish at< Insert locations>. B. Rough form finish at< Insert locations>. C. Smooth form finish at< Insert locations>. D. Smooth rubbed finish at< Insert locations>. LBNL Facilities Master Specifications 033000-7 Revised Cast-in-Place Concrete 10/06/2011 BUILDING NO. SC# PROJECT NAME E. Cement slurry finish at< Insert locations>.] 3.7 [SCHEDULE OF FLOOR SLAB FINISHES A. Scratch finish at< Insert locations>. B. Float finish at<Insert locations>. C. Trowel finish at< Insert locations>. D. Broom or belt finish at< Insert locations>. E. Nonslip finish at< Insert locations>.] 3.8 CURING AND PROTECTION A The requirements of this section may be modified only by the Structural Engineer of Record (SER) for the design. In those cases where the Structural Engineer of record is under subcontract to the Laboratory, approval by a Laboratory Structural Engineer is required prior to modification of the requirements of this section. B. Wheeling, working and walking on concrete shall be avoided for at least 24 hours after casting. Protect concrete from sun and rain. Do not permit concrete to become dry during curing period. Concrete shall not be subjected to any loads until concrete is completely cured, and until concrete has attained its 28 day strength and[14 days minimum] [28 days minimum]. C. Protect concrete during and after curing from damage during subsequent building construction operations. D Cover traffic areas with plywood or other suitable means for as long as necessary to protect concrete from damage. E. Specific curing requirements for slabs shall include the following: Immediately upon completion of finishing operation, the surface of slabs shall be sealed against moisture loss by the application of a curing blanket made of polyetheylene bonded to burlap in accordance with the manufacturer's instructions. Alternatively, waterproof curing paper may be used with edges lapped and sealed with tape. The curing membrane shall be weighted down. Tears and rips in curing membrane shall be repaired immediately during curing period. Curing shall be maintained for[7] [14] [21]days. F. Specific curing requirements for walls, beams and columns shall include the following: Concrete in forms shall be kept moist until removal. Immediately upon removal of forms, an approved sprayed-on curing compound shall be applied to the concrete surfaces in strict compliance with the manufacturer's recommendations. Curing shall be maintained for[7][14]days. G. For above grade concrete sections over three feet thick in all three orthogonal directions except lean concrete: 1. Ten days before placing concrete,the results of thermal test performed by the Subcontractor will be submitted to the University for approval. Thermal tests shall consist of a three foot test cube of the design mix for the thick section instrumented with thermocouples by the Subcontractor's testing agency and monitored to determine whether the heat of hydration exceeds 150 deg F (66 deg C). If the temperature exceeds 150 deg F(66 deg C) ,the mix design will be revised or standard aggregate cooling utilized and a second test cube cast and tested at no additional cost to the University. 2. The temperature gradient between the center and the surface of the section must not exceed 20 deg F (6.6 deg C)during the first ten days of the controlled curing period. Thermocouples shall be installed by the Subcontractor's testing agency in the center and six inches from the surface at twenty foot intervals and at the corners. The thermocouples are to be monitored continuously by the Subcontractor's testing agency and, if the temperature gradient exceeds 20 deg (6.6 deg C), insulating blankets shall be placed over the surface. On surfaces with protruding reinforcing, such as the top of a wall, loose insulation will be used. LBNL Facilities Master Specifications 033000-8 Revised Cast-in-Place Concrete 10/06/2011 BUILDING NO. SC# PROJECT NAME 3.9 FIELD QUALITY CONTROL A. Inspection and Testing will be performed under provisions of Division 01. B. Testing Laboratory will: 1. Collect and review tickets for each batch of concrete delivered. Annotate water or admixtures added subsequent to batching. 2. Special Inspect concrete placement, as required by CBC Section [1701.5, Item 1],for conformance with the Contract Documents. 3. Slump: ASTM C143;one test at point of placement at start of each day's pour;additional tests when concrete consistency appears to have changed. 4. Compressive Strength: Test concrete for compressive strength in accordance with CBC Section [[1905.6]]and ASTM C39. Conform to testing frequency of CBC [1905.6.1]. Take 4 specimens per sample,test one at seven days,two at 28 days,and retain one specimen. 5. Temperature: ASTM C1064; one test hourly. Take additional tests where warranted by weather conditions or delays in delivery. 6. Air Content: ASTM C173;for mixes with more than 3 percent air,take one test hourly at point of placement. C. The Subcontractor will be responsible for all Testing Laboratory costs for investigating low-strength compressive test results in accordance with CBC Section 1905.6.5. END OF SECTION 033000 LBNL Facilities Master Specifications 033000-9 Revised Cast-in-Place Concrete 10/06/2011 V SECTION 033053 -MISCELLANEOUS CAST-IN-PLACE CONCRETE PART 1 -GENERAL 1.1 Related Document: This work shall consist of furnishing and placing reinforcement concrete and construction in accordance with the specifications and in conformity with the lines, grades and dimensions as shown on the drawings or established by the Supervisor. The used concrete class for the different concrete works shall be mentioned in this present specification manual or in the execution drawings or as directed by the Supervisor. 1.2 Related References: A. ACI 117 Standard Specifications for Tolerances for Concrete Construction and Materials. B. ACI 301 Structural Concrete for Buildings. C. ACI 318 Building Code Requirements for Reinforced Concrete D. ACI 347 Recommended Practice for Concrete Formwork. E. ASTM A 184 Fabricated Deformed Steel Bar Mats for Concretre 1.3 SUMMARY A. Section includes cast-in-place concrete, including reinforcement, concrete materials, mixture design,placement procedures,and finishes. 1.4 ACTION SUBMITTALS A. Product Data:For each type of product. B. Design Mixtures: For each concrete mixture. 1.5 SUBMITTALS FOR REVIEW A. Submit for Engineer's review all items described in this specification section. B. Submit manufacturer's certificate, certifying that the products meet or exceed specified requirements. MISCELLANEOUS CAST-IN-PLACE CONCRETE 033053 - 1 1.6 QUALITY ASSURANCE A. To perform the works in accordance with ACI 301. B. No variations to the Specification or drawings to be made without approval. Submit details of any reasons for the proposed variations from this Specification, the drawings,and the Engineer's written or drawn instructions for approval. C. Comply with the appropriate American Standards and manufacturer's specifications for all materials used. Acquire cement and aggregate from the same source for all work. Mark, document and identify materials so as to ensure that they are used as specified. D. Conform to ACI 305R when concreting during hot weather. E. Perform all sampling, laboratory and site tests by an Independent Testing Agency/Laboratory. F. Carry out all tests and checks on site in the presence of or as directed by the Engineer and as required by the Specification. G. Maintain at the site the following apparatus in good operating condition: 1. Apparatus for assessing workability in accordance with ACI 304. 2. Apparatus for making concrete cylinders in accordance with ASTM C 470. 3. A maximum and minimum thermometer close to the works for measuring atmospheric shade temperature. I. When the concrete arrived on site does not meet the specified slump or any other test requirements and reached the site beyond the time limit, Engineer has authority to reject the load of concrete. Cart away the rejected concrete out of project site immediately. H. Ready-Mix-Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready- mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. PART2 -PRODUCTS 2.1 CONCRETE,GENERAL A. Comply with ACI 301 (ACI 301 M). B. Comply with ACI 117 (ACI l 17M). MISCELLANEOUS CAST-IN-PLACE CONCRETE 033053 -2 2.2 STEEL REINFORCEMENT A. Reinforcing Bars:ASTM A 615/A 615M, Grade 60 (Grade 420),deformed. B. Plain-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, plain, fabricated from as- drawn steel wire into flat sheets. 2.3 CONCRETE MATERIALS A. Cementitious Materials: 1. Portland Cement:ASTM C 150/C 150M,Type I or Type V. 2. Fly Ash:ASTM C 618,Class C or F. 3. Slag Cement: ASTM C 989/C 989M,Grade 100 or 120. 4. The cement to be used is type PAL 42.5 for all concrete structures according to the Lebanese norm. It shall be originating from manufacturers approved by the Supervisor, shipped and sealed, labeled bags only. Cement delivered in bulk shall not be used unless authorized by the Supervisor. Only one(1)type or brand of cement shall be used in any one structural member.Mixing of types or bands will not be permitted. 5. Storage capacity shall be sufficient to meet the requirements for 30 (thirty) working days unless in the opinion of the Supervisor the supply from the manufacturer is so limited that more storage capacity is necessary. Cement shall be stored in moisture proof storage sheds in such a manner that the oldest is used first. Neither stale nor reclaimed or re-sacked cement shall be used. The contractor shall not store cement in areas subject to flooding. Cement remaining in bulk storage at the mill prior to shipment for more than six (6) months or cement stored in bags in local storage by the contractor or a vendor for more than three(3)months after shipment from the mill,may be retested before use and will be rejected if its fails to meet any of the requirements of these specifications. B. Normal-Weight Aggregate: ASTM C 33/C 33M, 1-1/2-inch (38-mm) nominal maximum aggregate size. 1 Source of supply The aggregates shall be extracted from any official natural quarries (stone or sand) approved by the Supervisor.The loss by Abrasion Test(Los Angeles) shall not be more than 35. 1.2 Fine aggregates Fine aggregates shall conform to AASHTO M6 and shall consist of natural sand and crushed rock having hard and durable particles having a maximum of 30 as Los Angeles or, if approved by the Supervisor, other inert materials having similar characteristics 100% passing 9.5 mm sieve and 2% to 10%passing 0.15 min sieve. It shall not contain harmful materials such as iron MISCELLANEOUS CAST-IN-PLACE CONCRETE 033053 -3 pyrites, coal, mica, shale or similar laminated materials such as flat and elongated particles or any materials which may attack the reinforcement in such a form or in sufficient quantity as to adversely affect the strength,durability and texture of the concrete. The"sand equivalent"(Piston method)of the nature sand shall not be less then 70% 1.3 Coarse aggregates Coarse aggregates shall conform to AASHTO M 80 and shall consist of gravel, crushed gravel, or crushed stone free from coating of clay or other deleterious substances. It shall not contain harmful or any other materials in such a form or in sufficient quantity as to adversely affect the strength and durability of the concrete. If necessary or requested by the Supervisor, coarse aggregate shall be washed to remove deleterious substances. The loss by Abrasion Test (Los Angeles) shall not be more than 30. 1.4 Combined aggregates Combined aggregates are composed of a mixture of coarse aggregates and fine aggregates.They shall be used only in proportions with the prior approval of the Supervisor. In no case shall materials passing no. 200(0.075 mm)sieve exceed 3%by weight of the combined aggregates. Air-Entraining Admixture: ASTM C 260/C 260M. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures and that do not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. C. Water:ASTM C 94/C 94M. 1. Water-Reducing Admixture: ASTM C 494/C 494M,Type A. 2. Retarding Admixture:ASTM C 494/C 494M,Type B. 3. Water-Reducing and Retarding Admixture:ASTM C 494/C 494M,Type D. 4. High-Range,Water-Reducing Admixture:ASTM C 494/C 494M,Type F. 5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M,Type G. 6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M,Type II. 2.4 FIBER REINFORCEMENT A. Synthetic Micro-Fiber: [Monofilament] [or] [fibrillated] polypropylene micro-fibers engineered and designed for use in concrete, complying with ASTM C 1116/C 1116M, Type III. 2.5 RELATED MATERIALS A. Vapor Retarder: Plastic sheet,ASTM E 1745, Class A or B. B. Vapor Retarder: Polyethylene sheet, ASTM D 4397, not less than 10 mils (0.25 mm) thick; or plastic sheet,ASTM E 1745,Class C. MISCELLANEOUS CAST-IN-PLACE CONCRETE 033053 -4 ►� I C. Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork or self-expanding cork. 2.6 CURING MATERIALS A. Evaporation Retarder: Waterborne, monomolecular film forming; manufactured for application to fresh concrete. B. Absorptive Cover: AASHTO M 182,Class 3,burlap cloth or cotton mats. C. Moisture-Retaining Cover:ASTM C 171,polyethylene film or white burlap-polyethylene sheet. D. Water: Potable. E. Clear,Waterborne,Membrane-Forming Curing Compound: ASTM C 309,Type 1,Class B. F. Clear,Membrane-Forming Curing and Sealing Compound:ASTM C 1315,Type 1, Class A. 2.7 CONCRETE MIXTURES A. Normal-Weight Concrete: 1. Minimum Compressive Strength: 30 MPa at 28 days. 2. Maximum W/C Ratio: 0.45 3. Cementitious Materials: Use fly ash,pozzolan, slag cement, and silica fume as needed to reduce the total amount of portland cement, which would otherwise be used, by not less than 40 percent. 4. Slump Limit: 100 mm for concrete with verified slump of 50 to 100 mm before adding high-range water-reducing admixture or plasticizing admixture, plus or minus 25 min. 5. Air Content: Maintain within range permitted by ACI 301 (ACI 301M). Do not allow air content of trowel-finished floor slabs to exceed 3 percent. 2.8 CONCRETE MIXING A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M[and ASTM C 1116/C 1116],and furnish batch ticket information. l. When air temperature is above 90 deg F (32 deg C), reduce mixing and delivery time to 60 minutes. PART 3 -EXECUTION 3.1 FORMWORK INSTALLATION A. Design, construct,erect,brace, and maintain formwork according to ACI 301 (.ACI 301M). MISCELLANEOUS CAST-IN-PLACE CONCRETE 033053 -5 3.2 EMBEDDED ITEM INSTALLATION A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings,templates, diagrams, instructions,and directions furnished with items to be embedded. 3.3 VAPOR-RETARDER INSTALLATION A. Install, protect, and repair vapor retarders according to ASTM E 1643; place sheets in position with longest dimension parallel with direction of pour. 1. Lap joints(150 mm) and seal with manufacturer's recommended adhesive or joint tape. 3.4 STEEL REINFORCEMENT INSTALLATION A. Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. I. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. 3.5 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one- fourth of concrete thickness, as follows: C. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations,as indicated. 1. Extend joint-filler strips full width and depth of joint, terminating flush with finished concrete surface unless otherwise indicated. 3.6 CONCRETE PLACEMENT A. Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301 (AC 1301 M). B. Do not add water to concrete during delivery,at Project site, or during placement. C. Consolidate concrete with mechanical vibrating equipment according to ACI 301 (ACI 301 M). MISCELLANEOUS CAST-IN-PLACE CONCRETE 033053 -6 i 3.7 FINISHING FORMED SURFACES A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections exceeding 1/2 inch (13 mm). I. Apply to concrete surfaces. B. Rubbed Finish: Apply the following rubbed finish,defined in ACT 301 (ACT 301 M),to smooth- formed-finished as-cast concrete where indicated: 1. Smooth-rubbed finish. 2. Grout-cleaned finish. 3. Cork-floated finish. C. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated. 3.8 FINISHING UNFORMED SURFACES A. General: Comply with ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces.Do not wet concrete surfaces. B. Screed surfaces with a straightedge and strike off. Begin initial floating using bull floats or darbies to form a uniform and open-textured surface plane before excess moisture or bleedwater appears on surface. 1. Do not further disturb surfaces before starting finishing operations. C. Scratch Finish: Apply scratch finish to surfaces indicated and surfaces to receive concrete floor topping or mortar setting beds for ceramic or quarry tile, portland cement terrazzo,_ and other bonded cementitious floor finishes unless otherwise indicated. D. Float Finish: Apply float finish to surfaces indicated,to surfaces to receive trowel finish, and to floor and slab surfaces to be covered with fluid-applied or sheet waterproofing, fluid-applied or direct-to-deck-applied membrane roofing,or sand-bed terrazzo. E. Trowel Finish: Apply a hard trowel finish to surfaces indicated and to floor and slab surfaces exposed to view or to be covered with resilient flooring, carpet,ceramic or quarry tile set over a cleavage membrane,paint,or another thin film-finish coating system. F. Trowel and Fine-Broom Finish: Apply a partial trowel finish, stopping after second troweling, to surfaces indicated and to surfaces where ceramic or quarry tile is to be installed by either thickset or thinset methods. Immediately after second troweling, and when concrete is still plastic, slightly scarify surface with a fine broom. MISCELLANEOUS CAST-IN-PLACE CONCRETE 033053 -7 r• I G. Slip-Resistive Broom Finish: Apply a slip-resistive finish to surfaces indicated and to exterior concrete platforms, steps, and ramps. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber-bristle broom perpendicular to main traffic route. 3.9 CONCRETE PROTECTING AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI306.1 for cold-weather protection and with ACI301 (ACT 301 M) for hot-weather protection during curing. B. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h (1 kg/sq. m x h) before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding,and bull floating or darbying concrete,but before float finishing. C. Begin curing after finishing concrete but not before free water has disappeared from concrete surface. D. Curing Methods: Cure formed and unformed concrete for at least seven days by one or a combination of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the following materials: a. Water. b. Continuous water-fog spray. C. Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12-inch(300-mm) lap over adjacent absorptive covers. 2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches (300 mm), and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period, using cover material and waterproof tape. 3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. 4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period. 3.10 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections. B. Tests: Perform according to ACT 301 (ACI 301 M). MISCELLANEOUS CAST-IN-PLACE CONCRETE 033053 -8 1. Testing Frequency: Obtain one composite sample for each day's pour of each concrete mixture exceeding 5 cu. yd. (4 cu. m),but less than 25 cu. yd. (19 cu, m),plus one set for each additional 50 cu. yd. (38 cu. m)or fraction thereof. 2. Testing Frequency: Obtain at least one composite sample for each 100 cu. yd. (76 cu. ni) or fraction thereof of each concrete mixture placed each day. 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O z F o G, V � E" O �" � z wp- ow, o a Q V V z •• O a O z gz CA O o Ji 0. F � vvFi °" x 0A F z 1 0 aF a Fw z F" A GL W x CG G. Cd CG Ig E-- F o ZC4 o as �,o � O a z d z aA wo F o� oar o oQ o� o z o0 c,�Vyo COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION PLANS,TWO(2) SETS OF SPECIFICATIONS,TWO(2) SETS OF STRUCTURAL CALCULATIONS,ONE (1)SETS OF NREC ENERGY CODE APPUCATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: ( ) Commercial Remodel Commercial Addition ( ) Tenant Improvement Project Address: 18204 59th Dr. NE Parcel ID#: 31052200200100 Project Description:Generator Foundation Legal Description: Section 22 Township 31 Project Valuation: $4,600.00 Owner:Arlington City of Municipal Airport Phone Number: 360-403-3477 Address: 18204 59th Dr, NE City.Arlington State: WA Zip Code:98223 Contact Person:Marty Wray Phone Number: 360-403-3477 Cell Phone: E-mail: mwray@arlingtonwa.gov Address:18204 59th Dr. NE City:Arlington State: WA Zip Code:98223 Contractor: Henden Electric, Inc. _ _ Phone Number: 360-297-4433 Address: 26124 Calvary Lane NE City:Kingston State: WA Zip Code:98346 Contractor's License Number:#H EN D EEI110N Z Expiration:08/09/19 Plumbing Contractor:n/a Phone Number: Address: City:_ State: Zip Code: Contractor's License Number: _ Expiration: Mechanical Contractor: n/a Phone Number: Address: City: State: Zip Code:_ Contractor's License Number: Expiration: REV 2015 Page 6 of 7 JUN 26 2019 �2u�' . 25 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 0APPROVED PERMIT#: c j 1-, I LOT#: DATE: �7 JOB ADDRESS: !, C ` i'�) c I-pq f'' tm- TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION l-�a+/A104r 4e9,2-'/ THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 141LDING DEPT. O PLANNING DEPT. CITY OF ARLINGTON CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:18204 59th Avenue NE Permit#:2654 Parcel#:31052200200100 Valuation:4600.00 OWNER APPLICANT CONTRACTOR Name:CITY OF ARLINGTON Name:Henden Electric,Inc. Name:Henden Electric,Inc. Address: 18204 59TH AVE NE Address:26124 Calvary Lane Ne Address:26124 Calvary Lane Ne City,State Zip:ARLINGTON,WA 98223 City,State Zip:Kingston,WA 98346 City,State Zip:Kingston,WA 98346 Phone: Phone:360-297-4433 Phone:360-297-4433 LIC:HENDEEI t I ONZ EXP:08/09/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: CONST.TYPE: Structural Slab DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC I O/IRCI10. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of A gton must e reported on your sales tax return form and. od,JCityofAt ngton� 101. / zz Signature Print Name D6tc Tkeleased By Date CONDITIONS INSPECTIONS: 1. STAKING; 2. GRADING; 3. SUBGRADE COMPACTION; 4. FOUNDATION FRAMING/SIDEWALK FRAMING/FENCE POST HOLES; 5. REBAR PLACEMENT; 6. CONCRETE SLUMP TEST; 7. STRUCTURAL SLAB FINAL. ENGINEER OF RECORD: Offsetting the cut 6" on either side is sufficient. Ground where new generator pad/sidewalk perimeter will be placed should be checked with a laser level to determine the high point. The low-end of the sidewalk grade should be set at this high point to ensure all areas of sidewalk will tie-in to existing ground above existing grade. Coordinate with the airport for generator pad location. RESPONSIBILITY: It is the responsibility of the Owner, Developer and Contractor to adhere to the approved plans, verify compliance with the City of Arlington Municipal Code, Public Works Design and Construction Standards and applicable local, state and federal requirements. • INSPECTIONS (360-403-3417) MUST BE CALLED IN BEFORE 3:30 PM TO BE ON THE NEXT BUSINESS DAY INSPECTION SCHEDULE • Building Inspections - 8 am to 4:30 pm; • To cancel or modify an inspection-Building call 360-403-3551 • It is the responsibility of the Owner, Developer and Contractor to call and arrange for appropriate inspections. - Failure to call for inspection may result in work being left exposed and/or removed and reconstructed THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 07/15/2019 Building Permit Fee $162.56 07/15/2019 Building Plan Review Fee $105.66 07/15/2019 Processing/Tachnology Fee $25.00 07/15/2019 State Surcharge-Commercial $25.00 Total Due: $318.22 Total Payment: $318.22 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon STRUCTURAL GENERAL NOTES(APPLICABLE TO GENERATOR FOUNDATION ONLY): mIz 1. APPLICABLE SPECIFICATIONS AND CODES CONSTRUCTION AND DESIGN SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION THE LATEST EDITION OF THE Y_ X X X X X X X X APPLICABLE CODES, STANDARDS AND SPECIFICATIONS NOTED BELOW. 12'-0" 2. FOUNDATIONS a. FOUNDATION DESIGN CRITERIA I. ASSUMED ALLOWABLE SOIL BEARING PRESSURE - - - - - - - - - - - -1,500 PSF X ii. PASSIVE SOIL PRESSURE - - - - - - - - - - - - - - - - - - - - 250 PCF �U iii. SUBGRADE AND OR ANY STRUCTURAL FILL PLACED BELOW THE FOUNDATION IS TO BE COMPACTED TO 95% MAXIMUM PROCTOR DENSITY AS " 1/2" DEPTH SAWCUT X DETERMINED BY ASTM D698. EDGE OF CONCRETE S u EXPANSION JOINT (TYP.) SIDEWALK 3. CONCRETE a. CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE X (ACI 318). b. DETAILING, FABRICATION AND PLACEMENT OF REINFORCEMENT SHALL CONFORM TO DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI x 315). a.I C. MATERIALS c ! I. CONCRETE Q (a) STRUCTURAL CAST - IN - PLACE - - - - - - - - - - - -f'c = 4,000 PSI X 3'-11 5/16°f (b) MAXIMUM WATER CEMENT RATIO - - - - - - - - - - - - -0.45 `", (c) MINIMUM AIR CONTENT - - - - - - - - - - - - - - - - 6% +/- 1.5% X (d) SLUMP - - - - - - - - - - - - - - - - - - - - - -4 INCHES ✓��""•� N. REINFORCING MATERIALS + 12" MIN. (a) REINFORCING BARS - - - - - - - - - - - - - - - - ASTM A615, GRADE 60 t (TYP.) (b) WELDED WIRE FABRIC - - - - - - - - - - - - - - - ASTM A185, FURNISH IN SHEETS ONLY f" X d. USE TYPE A WATER REDUCING ADMIXTURE CONFORMING ASTM C 494 IN ALL CONCRETE. FOR MAXIMUM WORKABILITY A TYPE F OR G HIGH RANGE WATER REDUCING ADMIXTURE MAY BE DEPLOYED AT THE JOBSITE. FOLLOW ADMIXTURE MANUFACTURER'S INSTRUCTIONS FOR DOSAGE RATES AND MIXING REQUIREMENTS. IN NO CASE CAN THE SLUMP EXCEED 8 INCHES. GENSET OUTLINE e. TOP OF EXTERIOR CONCRETE MAT FOUNDATIONS AND SLABS ARE TO HAVE A BROOM FINISH. CENTER f. CONCRETE COVER OVER REINFORCEMENT SHALL BE 2"CLEAR, EXCEPT FOR THE FOLLOWING, UNLESS OTHERWISE NOTED. 00 APPARATUS ON i, CONCRETE PLACED AGAINST AND PERMANENTLY N o 1/2" DEPTH FOUNDATION IN CONTACT WITH EARTH - - - - - - - - - - - - - - - - - - - - - - - " .2 x SAWCUT EXPANSION g. PROVIDE BAR SUPPORTS TO PROPERLY SECURE AND SUPPORT REINFORCING BAR - r -S m JOINT (TYP.) X IN ADDITION TO NORMAL ACCESSORIES PROVIDE #5 STANDEES AT 36' ND 3 L6 mN APE SPACERS AT 72"O.C. EACH WAY IN WALLS WITH TWO CURTAINS OF REINFORCEMENT. z t 14'-4"t h. DOWELS, PIPES AND OTHER INSTALLED MATERIALS AND ACCESSORIES SHALL BE HELD SECURELY IN POSITION DURING CONCRETE PLACEMENT. 3 i. REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY PIPE, PIPE FLANGE OR METAL PART EMBEDDED IN CONCRETE. d 12'-4"f 20'-10" PROVIDE 2"CLEARANCE IN ALL CASES UNLESS OTHERWISE INDICATED. NO EMBEDDED ITEM SHALL BE SUSPENDED FROM, SUPPORTED BY, OR a BRACED IN PLACE FROM THE STRUCTURAL REINFORCEMENT. J E j. UNLESS OTHERWISE SHOWN, PLACE 2-#5 (1 EACH FACE) WITH 2'-0"PROJECTIONS AROUND ALL OPENINGS IN CONCRETE SLABS AND MATS FOR OPENINGS THAT HAVE DIMENSIONS EXCEEDING THE BAR SPACING. x SEE ELECTRICAL ® x k. CONTRACTOR TO PROVIDE SUBMITTALS FOR APPROVAL BY THE ENGINEER OF RECORD FOR THE CONCRETE MIX DESIGN AND REINFORCING STEEL. ❑ DRAWINGS FOR QUANTITY, 4. POST INSTALLED ANCHORS ELECTRICAL CONDUITS SIZE, AND LOCATION OF a. POST INSTALLED ANCHORS FOR THE GENERATOR ARE TO CONFORM TO THE GENERATOR MANUFACTURER'S RECOMMENDATIONS FOR SIZE, TYPE, O EMBEDMENT AND ANCHOR SYSTEM MANUFACTURER AS LISTED IN THE APPROVED GENERATOR SHOP DRAWING SUBMITTAL. LOCATION AND QUANTITY OF ANCHOR RODS ARE TO BE FIELD FIT FOR THE SUPPLIED GENERATOR APPARATUS. ' x x 5. EQUIPMENT INSTALLATION A A a. ALL OPENINGS SHOWN SHALL BE VERIFIED, AND ALL STRUCTURAL DIMENSIONS AND DETAILS PERTAINING TO EQUIPMENT INSTALLATION SHALL BE COORDINATED BY THE CONTRACTOR WITH THE ACTUAL EQUIPMENT FURNISHED. o b. EQUIPMENT SUPPORTS, ANCHORAGES AND OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT REQUIRED BY OTHER CONTRACT DRAWINGS, SHALL BE PROVIDED PRIOR TO PLACING CONCRETE. CIVIL GENERAL NOTES: O U) J_ X GDENERATOR 12" MIN, 1. SEE ELECTRICAL DRAWINGS FOR ALL ELECTRICAL COMPONENTS. ~ 3'-3" (TYP.) TYP 2. INSTALL FENCE AND PEDESTRIAN GATE PER DETAILS SHEET E3.0. O � Q FOUNDATION (TYP.) (TYP-) 3. SAWCUT 1/2" DEPTH EXPANSION JOINTS WITHIN 24 HOURS OF SLAB POURING. APPLY SIKAFLEX-1A OR APPROVED REVISED � z ~W .� EQUAL POLYURETHANE SEALANT TO ALL SAWCUT EXPANSION JOINTS. Q W c 4. SIDEWALK CONCRETE SHALL BE PLACED IN THE FORMS AND STRUCK OFF WITH A STRAIGHTEDGE- TROWEL I.- 6 SURFACE SMOOTH WITH A STEEL TROWEL AFTER TROWELING, BRUSH SURFACE IN A TRANSVERSE DIRECTION WITH = (D Z x A STIFF BRISTLED BROOM. O Z a CHAINUNK FENCE PER EDGE OF CONCRETE 3'-3" (TYP.) 3'-0" J m SIDEWALK DETAILS SHEET E3.0 d Z Z 3 O X 42" MIN. U — GENERATOR FOUNDATION OR TO CLEAR Z ~ O t; EASED EDGE DOOR SWING � � LL (TYP.) 2'S EVENLY SPACED\ H ° 3/8" WIDE FULL-DEPTH (6) #5 TOP AND BOTTOM 2 ( ) O ? O 5 ISOLATION JOINT WITH CONCRETE F- I— MATCH PREMOLDED JOINT (15) #5'S EVENLY SPACED SIDEWALK (TYP.) MATCH O 0 Q 7 DESTRIAN GATE EXISTING FILLER (TYP-) TOP AND BOTTOM 4. (gyp) EXISTING Q F- / Uj 1% MIN. 1% 1 IN. Q O Z P_ CITY OF ARLINGTON OPEN NG WITH o L CKABLE LATCH I i ,. ' a w BUILDING DEPARTMENT EE SHEET E3.0 I I 1'-2 •1 I I ,• , I I AD DROVED ` NZI_ � � � I �• - � 1 GENERATOR TION TAIL py PROJECT ui • NTS - y DATE 6/21/2019 0'-6" f COMPACTED • NO CHANOES AUTHORIZED SECTION A-A sueGRADE UNLESS APPROVED BY THE 4" CLASS 3000 CONCRETE PER— Know what's below. WSDOT STD. SPEC. 6-02. Call before you dig. BUILDING INSPECTOR 3" CRUSHED AGGREGATE SURFACE COURSE Pc r PY C 1.0 PER WSDOT STD. SPEC. 9-03.9(3) ff w GENERAL NOTES A. ALL EQUIPMENT SHOWN IS EXISTING, TO REMAIN AS—IS UNLESS NOTED OTHERWISE. r B. REMOVE ALL EXISTING GROUND—NEUTRAL BONDS. 01 ,V 100, 2 2 rD G�hP���DY �4_ SOIL/DIRT J V D.O.T. —AIRPORT CT CABINET CT CABINET EfERS FROM XFMR Received j JUN 2 6 2019 REMOVE EXISTING SERVICE FEEDERS PANEL AT SEC 1 --W-./ am AND CONDUIT. CAP PENETRATIONS PANEL WT SEC 2 G AND PATCH WALLS TO MATCH o EXISTING. SEE ONE-LINE DIAGRAM ELECTRICAL CONDUIT 0 FOR DETAILS. PANEL AP SEC 1 E o FIRE SPRINKLER ROOM STUB-UPS O 0 ROOM a t PANEL AP SEC 2 o PANEL FACP SECURITY _ o O 2 4 N HVAC f DESK scale feet w a IF I DNE DOES 067 MEASUNE ONE INCH C.R DRAWING IS NOT TO SCALEZ.XSTH&ftEMrAt PM N • ELCON ASSOCIATES, IN o��� .,�4 � °e�roi be tluD b°IM."M,°r E¢cbxd.�u°m in,.mi° ENGINEERS,CONSULTANTS o 18300 CHRISTENSEN ROAD,SUITE 330 Designed DCR Checked LFO Scnie AS NOTED / SEATTIF,WASHINGTON 98188 TEL _Drown MV Approved %%% Know what's below. FAX(20S 24.�U022 2W)24MM �a � NAI.�1< — Dole OCT 12,2018 Job No. 4510-002.00 E1.1 Call before you dig. I 1 12/05) Rev Date Description ISSUED FOR CONSTRUCTION e � r NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: LOT#: DATE: JOB ADDRESS: Ca/-I TYPE OF INSPECTION: , i ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION L' THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 kv — z?/,//Z2,19, INSPECTOR DAT• �UILDING DEPT. 0 PLANNING DEPT. CITY OF ARLINGTON ' ��FaZall_ & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 13,2019 KA No. 096-19277 Permit: 2654 Mr. Scott Henden(E-Mail) HENDEN ELECTRIC 26124 Calvary Lane NE Kingston, WA 98346 RE: COMPRESSIVE STRENGTH TEST RESULTS Arlington Airport 18204 591 Ave NE Arlington,Washington Dear Mr. Henden, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, KRAZAN&ASSOCIATES,INC. r J kL C... Corbe tt W. Mercer Project Manager/Lab Manager Pacific Northwest Division CWM/lkj 4303 198'h Street SW,Lynnwood,Washington 98036•(425)485-5519•FAX(425)485-6837 With Offices Serving the Western United States 09619277 BRK �_�jj",�7� CONCRETE � A &A s s o c i ate s, Inc. REPORT NO.: 09619277CRO80219-JLG -1 Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 8/2/2019 CONTRACTOR: Henden Electric PROJECT#: 09619277 PERMIT#: 2654 PROJECT: Arlington Airport INSPECTOR: Jerry L. Gelder LOCATION: 18204 59th Ave NE Arlington JURISDICTION: City of Arlington KA P.M.: Corbett Mercer WEATHER: Overcast TEMP: 68 p Field Data Reported Batch DATA Concrete: X Other: Cement Type Supplier: Smokey Point Plant No. 603R Site Mix: Design Actual Slump Mix Air Unit Mix No. 0160AP Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Cem.Lbs. 554 10:09 1 78445 1 176523 5 1 78° 68 F.Ash lbs. C.Agg.Lbs 7/8 1573 C.Agg.Lbs 3/8 195 C.Agg.Lbs Placement Area Sand Ibs 1361 Location: Generator Pad water 244 Admixture wra 25.2 oz Admixture delay set 11 oz Admixture Air Ent. 4 9 (Ozl awl.) Water Added On Job Site Remarks: Concrete placed by chute. Mechanically (Gals.) 0 consolidated. 1/2 gal adva added onsite Field Test ASTM Method Please Refer To Field Repot Number: 09619277DFR822019JLG C172 C143 C138 C1064 C231 Inspector: Jerry L. Gelder C31 Other Laboratory Data Design Strength: 4000 a. 28 days Date Specimens Rec'd: 8/5/2019 Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 67667-1 8/9/19 7 4.00 12.57 -- 44220 3520 1 BAW 1 ASTM C109 67667-2 8/30/19 28 1 ASTM C617 67667-3 8/30/19 28 1 ASTM C1231 67667-4 8/30/19 128 1 ASTM C1019 67667-5 H 1 OTHER Test Results Remarks: Results Reviewed By: Date: Codes for Break Types: �2g [T3 4 5 6 Offices Serving The Western United States Concrete Report Effective 0 510 812 01 9 Lynnwood(425)485-5519•Poulsbo(360)598-2126• Tacoma(253)939-2500 The'nfolmatlon provided on this report is prepared for Me exclusive use of the ellant,and may not be reproduced many format wthord the vaiden permission of the client and Kwan 8 Associates.This report indicates our inspector's observation and testing results band on ate conditions and cordractor acthtlea.?hie Informsfion Is subject to review pdor to final subm'dtel.By signing this report,our Inspector does not accept responsibility for valldity of results.The same information has been provided by others on site.The teal results apply only to the spec locations,and Hama Inspected or tested. � & ASSOCIATES INC . KX_ aZ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 3,2019 KA No. 096-19277 Permit: 2654 Mr. Scott Henden (E-Mail) HENDEN ELECTRIC 26124 Calvary Lane NE Kingston,WA 98346 RE: COMPRESSIVE STRENGTH TEST RESULTS Arlington Airport 18204 59th Ave NE Arlington,Washington Dear Mr. Henden, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, KRAZAN&ASSOCIATES,INC. Corbett W.Mercer Project Manager/Lab Manager Pacific Northwest Division CWM/lkj 4303 198"'Street SW,Lynnwood,Washington 98036 •(425)485-5519• FAX(425)485-6837 With Offices Serving the Western United States 09619277 BRK _�Ka-azamAssociates, CONCRETE Inc. REPORT NO.: 09619277CR080219-JLG -1 Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 8/2/2019 CONTRACTOR: Henden Electric PROJECT#: 09619277 PERMIT#: 2654 PROJECT: Arlington Airport INSPECTOR: Jerry L. Gelder LOCATION: 18204 59th Ave NE Arlington JURISDICTION: City of Arlington KA P.M.: Corbett Mercer WEATHER: Overcast TEMP: 68 ° Field Data Reported Batch DATA Concrete: X I Other: Cement Type I/ll Supplier: Smoke Point Plant No. 603R Site Mix: Design Actual Slump Mix Air Unit Mix No. 0160AP Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Cem.Lbs. 554 j 10:09 1 78445 176523 5 78° 68 ° F.Ash lbs. C.Agg.Lbs 7/8 1573 C.Agg.Lbs 3/8 195 C.Agg.Lbs Placement Area Sand Ibs 1361 Location: Generator Pad Water 244 Admixture wra 25.2 Oz Admixture delay set 11 oz Admixture Air Ent. 4.9 (o=/cwt.) Water Added On Job Site Remarks: Concrete placed by chute. Mechanically (Gals.) �] consolidated. 1/2 gal adva added onsite Field Test ASTM Method Please Refer To Field Repot Number: 09619277DFR822019JLG C172 C143 C138 C1064 C231 Inspector:1 Jerry L. Gelder C31 H Other Laboratory Data Design Strength: 4000 @ 28 days Date Specimens Ril 8/5/2019 Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 ✓ 67667-1 8/9/19 7 4.00 12.57 -- 44220 3520 1 BAW 1 ASTM C109 67667-2 8/30/19 28 4.00 12.57 -- 57520 4580 1 BAW 1 ASTM C617 67667-3 8/30/19 28 4.00 12.57 -- 54340 4320 1 BAW 1 ASTM C1231 67667-4 8/30/19 1 28 4.00 1 12.57 -- 58260 4630 1 BAW 1 ASTM C1019 67667-5 8/30/19 128 4.00 12.57 -- 54940 4370 1 BAW 1 OTHER Test Results Remarks: Results Reviewed By: f Date: Conforming Codes for Break Types: 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 05/08/2019 Lynnwood(425)485-5519•Poulsbo(360)598-2126 as Tacoma(253)939-2500 The!nformation pmvlded on this report is prepared for the excluahe uas of the client,and may not fierepaduced in any formetwithad the wi hpermission ofthe client and Nracan 6 Aeeoelales.This report Indicates our inspec[aYs observation and testing muf heaetl on site condition, andcontraetoracti-lee.This infomrallon is subjeotto review pnarto final submUs.By signing this report,our inspect does not accept responsibility for valldityef rew@e.The sah—honnatlon has been provided byothere on site.The test results apply only to the specific locallons,and %ems inspected«tested. = _-Krazan_ & ASSOCIATES INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 24, 2019 KA No. 096-19277 Permit: 2654 Mr. Scott Henden(E-Mail) HENDEN ELECTRIC 26124 Calvary Lane NE Kingston,WA 98346 RE: CONSTRUCTION TESTING AND INSPECTION Arlington Airport 18204 59th Ave NE Arlington, Washington Dear Mr.Henden, In accordance with your request and authorization, our firm performed construction testing and inspection for the above-referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN&ASSOCIATES,INC. G - Corbett .Mercer Project Manager/Lab Manager Pacific Northwest Division CWM/lkj 4303 1981h Street SW,Lynnwood,Washington 98036•(425)485-5519•FAX(425)485-6837 With Offices Serving the Western United States 09619277 DFR.doc �� Page 1 of 1 V*TaZa- n r &Associates, Inc. Field lmm Geotechnical Engineering.Environmental Engineering Report NO.:09619277DFR7192019DS-1 Construction Testing and Inspection DATE: 7/19/2019 Set Count: 1 CONTRACTOR: Henden Electric PROJECT#: 09619277 PERMIT#: PROJECT: Arlington Airport INSPECTOR: Daniel Sleeman LOCATION: 18204 591 Ave NE JURISDICTION: Arlington KA P.M.: WEATHER: Partly cloudy TEMP:70'F Krazan & Associates representative arrived on site as scheduled for in place density testing. Contractor excavating electric utility trench and generator pad. Representative tested in place density of native soil. Test results pending future lab work. See soil compaction report #09619277SCR7192019DS. Representative picked up a sample of the native soil. � I r-_L-- -� • i _Ll.�V • t' - •'pia +� ' Reviewed B : ASTM Test#: Asset Number(s): To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425)485-5519 • Poulsbo (360) 598-2126 •Tacoma(253) 939-2500 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Knman&Associates.This report indicates our inspectors observation and testing results based on site conditions and contractor activities.This information is subject to review prior to final submittal.By signing this report,our inspector dos not accept rsponsibility for validity of results.The same information has been provided by others on site. COMPACTION im r Zal l &Associates, Inc. REPORT NO.: 09619277SCRO71919-DS Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 7/19/2019 CONTRACTOR: Henden Electric PROJECT#: 09619277 PERMIT#: PROJECT: Arlington Airport INSPECTOR: Daniel Sleeman LOCATION: 18204 59th Ave NE JURISDICTION: Arlington KA P.M.: WEATHER: Partly cloudy TEMP: 70 7 ASTM 6938NUCLEAR ENSOMETER FIASTM D15 6 F SANDCONE OTHER LOCATION MAP 0 Paved Areas: 10 Building Pad(s) O Utility: C? Other: Generator pad Unified Soils Maximum Dry Optimum Curve Classification or Description Density/RiceMoisture A Native; Reddish-brown poorly graded sand 127.4 7.8% with silt and gravel. Au Uncorrected Value 118.5 10.3% MODE& DENSITY REQUIRED TEST ELEVATION LOCATION CURVE DEPTH (PCF) MOISTURE COMPACTION COMPACTION 1 6"< Existing North of Admin Bldg A 12" 120.7 6.8% 95% 95% 2 6"< Existing North of Admin Bldg A 12" 120.4 5.0% 95% 95% EQUIPMENT NO.: B-232 This testing does not preclude the possibility that the soil or hot mix asphalt DAILY AVERAGE STANDARD DENSITY COUNT: 1933 may be loosened by future construction or rainfall events.The compaction tests were performed at the approximate locations and elevations shown, DAILY AVERAGE STAND MO`:TURE COUNT: 662 and indicate relative compaction at those locations.Horizontal and vertical limits of the compacted areas were determined by others. Our firm does Reviewed By: not guarantee earthwork or paving construction,nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. REMARKS: Superintendent/Representative: Technician: Offices Serving the Western United States Compaction Report Effective 10/3/2017 Lynnwood(425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma(253) 939-2500 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any f rmat without the written permission of the client and Kranan&Associates,This report indicates our inspectors observation and testing result based on site conditions and contractor activities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity ofresults.The same informa:'.oa'nas been provided by others on site. Page 1 of 1 View Inspections Permit Permit Number 3199779E Status Active Applied 5/7/2019 Total Corrections Special Instructions Fee Due $0.00 Applicant Permit Holder HENDEN ELECTRIC INC Name Address 26124 CALVARY LN NE City KINGSTON Inspection Site Company Name City of Arlington Owner Name Address 18204 59th Dr. NE Ste A City ARLINGTON Return to Permit List Print Return to Main Menu Print Permit Request Inspection Requests Created Requested Reason Status Action Call History 7/23/2019 7/24/2019 Request Taken Edit/Cancel Request View 7/18/2019 7/19/2019 Request Taken Edit/Cancel Request View 5/7/2019 5/8/2019 Request Taken Edit/Cancel Request View Inspections Inspected Inspector Corrections Written Corrections Completed Comments 7/24/2019 Harris, Dale 0 0 7/19/2019 Turner, Michael G 0 0 5/8/2019 ROBERTS, MARK W 0 10 Details Inspected Inspection Result Comment 7/24/2019 Service,Altered,Underground,208V,201-Approved CT can connections and floating the neutral on 400A Complete two feeder panels. AC - continuation for PVC towards generator pad. 7/19/2019 Cover,Conduit Only,Underground Approved stopped just short of pad location Complete AC - 2) ground rods in ditch to generator. coiled up 7/19/2019 Grounding/Bonding,Service,Other Approved to hit generator. Complete 7/19/2019 Service,Altered,Underground,208V,201-Approved 300a CT can 1. 300KCMIL CU in can for 400A Partial power shut down/transfer CT-ATS 1 7/19/2019 Service,Altered,Underground,208V,201-Approved 300a CT can 2 300KCMIL. CU in can for 400A Partial power shut down/transfer CT ATS2 7/19/2019 Feeder,New,Exposed,208V,201-400A AP - ATS 1 to panel terminated at ATS only until Approved power transfer 300 KCMIL CU 1Partial 1A�e_ P-_. 7/19/2019IFeeder,New,Exposed,208V,201-400A Approved jATS2 to panel terminated at ATS only until Partial {power transfer 300kcmil CU AC - (3) RUNS OF PVC/RMC BETWEEN 5/812019 !Cover,Conduit Only,Underground Approved GENERATOR PAD & NORTH SIDE OF Complete JBLDG. Kf'aZall & ASSOCIATES INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 24, 2019 KA No. 096-19277 Permit: 2654 Lab Report No. 1 Pagel of 3 Mr. Scott Henden(E-Mail) Henden Electric 26124 Calvary Lane NE Kingston, WA 98346 RE: SOILS LABORATORY TESTING Arlington Airport 18204 59'Ave NE Arlington, Washington Dear Mr. Henden, In accordance with your request and authorization, we have performed laboratory tests for the above referenced project. Laboratory testing was performed in accordance with ASTM standards. Attached are the results of the Proctor Value with Natural Moisture Content and Sieve Analysis for sample number 67485 dated July 19, 2019 as performed in the Krazan and Associates laboratory. If you have any questions; or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, KRAZAN&ASSOCIATES,INC. oz_t Corbett W.Mercer Project Manager/Lab Manager Pacific Northwest Division C WM/lkj 4303 198`h Street SW,Lynnwood,Washington 98036•(425)485-5519•FAX(425)485-6837 With Offices Serving the Western United States 09619277 LABOI.doc Krazan & Assoc. Sieve Analysis C C O O O C C C C C C OD O O CD OD O V O # # � `# # ;k # 100 I I I I l i l l l 90 I I I I I i I I l l i l so I I I I I I I I I I I I I 70 w I I I I I I I I so I I I I I I I I Z 50 w I I I I I I I I I I I I I I W 40 I I I I ! I I I I I w I I i l l I I I I a I I I I I I I ! I I I I I 30 I I I I I I I I I I I I I I 20 I I I I I I I IHt -41 10 - I H0 I I I1 1 L ]1 I I I I I I I 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. %+3„ %Gravel %,Sand %.Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 7.2 17.3 8.7 30.6 29.9 6.3 Test Results(ASTM C-136& ASTM C-117) Material Description Opening Percent Spec." Pass? Reddish-brown poorly graded sand with silt and gravel. Size Finer (Percent) (X=Fail) 2 100.0 1.5 99.3 Atterberg Limits(ASTM D 4318) 1 95.6 PL= NP LL= NV PI= .75 92.8 .5 87.2 Classification .375 84.0 USCS(D 2487)= SP-SM AASHTO(M 145)= A-1-b .25 79.1 Coefficients #4 75.5 D90= 15.5571 D85= 10.4479 D60= 1.1499 #10 66.8 D50= 0.6876 D30= 0.3539 D15= 0.2133 #20 54.7 1310= 0.1579 Cu= 7.28 Cc= 0.69 #40 36.2 #60 18.9 Remarks #100 9.4 As-Received Moisture Content(ASTM D-2216):3.9% #200 6.3 Date Received: 7/19/19 Date Tested: 7/22/19 Tested By: Cole Demas Checked By: Corbett Mercer Title: Lab Manager (no specification provided) Location:Native Stockpile North of Admin Building Date Sampled: 7/19/19 Sample Number: 67485 Client: Henden Electric Project: Arlington Airport Opp' azI= i Project No: 09619277 COMPACTION TEST REPORT For Curve No. A 135 130 125 - U a .N c m — v 120 — 0 ZAV for 115 Sp.G. _ 2.65 110 4 6 8 10 12 14 16 Water content, % -� -Rock Corrected —o—-Uncorrected Test specification: ASTM D 1557-12 Method A Modified ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elev/ Classification Nat. %> %< Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 SP-SM A-1-b 3.9 2.65 NV 24.5 6.3 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 127.4 pcf 118.5 pcf Reddish-brown poorly graded sand with silt and gravel. Optimum moisture= 7.8 % 10.3 % Project No. 09619277 Client: Henden Electric Remarks: Project: Arlington Airport Sample ID:67485. Date: 7/23/19 Sample Date: 7/19/19. o Loc.:Native Stockpile North of Admin Building Sample No.: 67485 m I ���zx Tested By: Cole Demas Checked By: Corbett Mercer (�� 1 300 Christensen Suite 330 EECON ASSOCIATES INC. See 9attle,Washington 8188 , ENGINEERS ,CONSULTANTS Phone: 206.243.5022 Fax: 206.243.5205 June 6, 2019 Mr. Marty Wray, Operations Manager Arlington Airport 18204 59th Ave NE Arlington, WA 98223 Subject: Construction Questions Reference: Email FW.• Review Airport Generator Pad dated 6/6/2019, CED review comments "0366 001", date and author not indicated. Dear Marty, As requested, see below the CED Inspection Comments. "C: " contractor responses, and Elcon Associates "EAI: " input. A. No permit obtained from CED for generator pad construction. C: I was not aware of the requirement for a permit for the slab. I have contacted Kevin Olander for the code section and permit type. Further,there was no mention of a slab inspection in the bid package. EAI: Slab permit is not specifically identified as a requirement in the electrical design. 260051 1.09 E. does require contractor to obtain all required permits. B. No utilities locate was conducted before construction commenced therefore generator pad is located over building sewer main. C: Re: No locating done? As of 05/04/19 it was completed;Ticket#19175123. We were careful and disturbed no utilities. I understand the sewer provider not liking the slab over the line. I placed the slab as near to plan as practicable. Is this a design issue or installation issue? EAL• Locate and survey were not in the contracted design services. Sewer was not indicated in historic design drawings provided for review. Design drawings include 811 Locate requirement, which had the desired effect of identifying the conflict prior to construction. It appears issue could have been avoided through better coordination to identify acceptable solution before constructing. E. Sidewalk not placed per City Of Arlington standard detail#R170 sidewalk finish not acceptable & void found behind electrical conduits C: Re: Sidewalk needs replacement; agreed. EAL No comment Page 1 of 4 D. Inertia base size is incorrect Engineering plans specify 3'-11 5/16" x 8'- 11 1/2"x 8" actual is 5'- 2" x 13'-10" x ? and to be poured separately from concrete pad C: The size of the pad was increased because of the generator size requirements. I did not see a request for separate pours on the Slab and Inert. Now, I do see a line where they meet. I will pour in two pours. EAI: We disagree with the CED dimension comment and support the larger dimensions provided by the contractor. Minimum size of inertia base and surrounding concrete pad are dependent on size of equipment. Dwgs E1.2 and E3.0 are consistent in showing inertia base is to extend 6"beyond footprint of the equipment—this is intentional to prevent spalling and blowout of anchors during seismic event and to resist overturning forces. E1.2 does show nominal—4' x 9' inertia base dimensions,but also includes General Note 1, "DIMENSIONS SHOWN ARE TYPICAL. ADJUST AS REQUIRED FOR DIMENSIONS SHOWN ARE TYPICAL. ADJUST AS REQUIRED FOR EQUIPMENT SELECTED PER DWG E3.0 REQUIR[e]MENTS". We would take no exception to base and pad dimensions slightly larger than the minimums identified. E. Inertia base finish does not meet WSDOT 2018 Specifications For Road, Bridge And Municipal Construction C: Agreed. EAI: No comment F. No test cylinder samples were taken by authorized testing company for strength testing C: I have seen specs requiring testing before, but not on these specs. Please advise if I missed them. I have increased the walk area to four(4) inches from plan's three (3) inches. I increased the Inertia Base to 12"from the plan's 8". 1 have also added rebar to the slab not shown on the plan. I request no additional test. EAI: See WSDOT 6.02.3(5) for acceptance requirements. G. Concrete pad that surrounds Inertia base does not meet WSDOT 2018 Specifications For Road, Bridge And Municipal Construction C: Agreed EAI: No comment H. Concrete pad size is incorrect Engineering plans specify 36" from base to fencing posts on 3 sides with the south side to be 42" minimum to post for door swing with 6" to outside of pad all sides C: Slab overall is bigger than plan. As done it has a 36" or more clearance all the way around. Sheet E3.0 East Side View shows "36 TYP" and 42"from the generator to the door. There is 6"from the center line of the fence to the outside, per plan. On the entry side as done there was 42"to the generator rise. EAI: Installation as described by the contractor appears sufficient. Plan dimensions should be considered minimums unless noted otherwise. The only Code requirement is 36"in front of electrical compartment which is assured by the plan requirements. Clearance in the rest of the generator fenced area is for maintenance access, and the only compelling factor is Page 2 of 4 adequate space for door swing of the equipment access hatches, which is assured by the plan requirements. I. Concrete pad slopes back to the sidewalk and into building C: . I sloped the walk areas to reduce water build-up. On the South end the sidewalk and surround of the generator slop to each other for grade. I could put a 2A at the low spot for and run off. If you have another way to handle that spot, I am open to your resolution. A small open may resolve your concern about the issue in "J". Could we use a grated drain? EAI: I interpret this to mean the pad and sidewalk are contiguous, which was not the expected result per Dwg E1.2. Would prefer to see some buffer (—2')between the pad and the sidewalk to avoid encumbering the access along the rear of the building, and which would eliminate the need for a drain, and figuring out what it would drain to. The 20' dimension between the edge of sidewalk and far end of fenced generator enclosure may be increased as needed. A slight slope of the pad away from the inertia base is not required by the design, but appears to be a betterment. J. Concrete pad connection to sidewalk is not allowed due to the transfer of vibration and harmonics C: Your input to the plans or on-site review with me would be good. I see no notes on the plan. EAL Dwg E1.2 shows a—28" separation between the sidewalk and the generator pad. This separation should not have been eliminated without consultation. K. No inspections were completed at any phase of this project C: I provide timely scheduling for you and your staff inspection of my work dates. My experience is it is customary to have a pre-construction meeting. I have further twice tried to schedule meetings at the site with you. I will follow up with you regarding CED's permit and inspection requirements. I have emailed, called CED and twice been to the front desk. EAI: No comments C: Would you help me to understand if the larger slab, deeper slab, added fencing or vented grate would be a change order? EAI: Adjustment of base and pad dimensions to match requirements of equipment is not a contract change per Dwg E1.2 General Note 1 and 260051 1.04 A. Vented grate is not a desired feature. Latina Peterson email notes from 6/3/2019: 1. Sheet E1.2—There does not appear to be dimensions for how far from the building the pad should be constructed. On sheet E3.1, it would appear that the generator pad is not placed over the sewer line. EAI: E1.2 detail is scaled, and shows pad/sidewalk separation as —28". Maintaining a 24" minimum separation for drainage and to avoid encumbering access is recommended. 2. Sheet E3.0; Notes(2)—The plan specifies concrete shall be per WSDOT 2018 Standard Specifications for Road, Bridge and Municipal Construction.These standards for concrete are based on PSI and there does not appear to be a PSI in the plans or specs to reference. Page 3 of 4 EAI: Concur there is no concrete PSI value is stated in the design specifications or drawings. WSDOT 2018 6-02.3(1) general purpose identifies 4000 concrete. I am not aware of any factors that would make that selection inappropriate. 3. Section 3.1 (B)(1) Concrete Bases.There is no reference to the IBC or specifications to meet the structural requirements. EAI: Structural integrity of the generator is assured by the manufacturer. See 263213 2.2 A. Implementation of any requirement of the manufacturer for the inertia base are to be implemented per 2.2 A. 3 and 3.1 B. 2. Sincerely, 0, C z�'Z' Dean C. Ralphs, P. E. Project Manager— ELCON ASSOCIATES, INC Page 4 of 4 STRUCTURAL GENERAL NOTES(APPLICABLE TO GENERATOR FOUNDATION ONLY): m 3 1. APPLICABLE SPECIFICATIONS AND CODES CONSTRUCTION AND DESIGN SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION THE LATEST EDITION OF THE X X X X X X X X APPLICABLE CODES, STANDARDS AND SPECIFICATIONS NOTED BELOW. 2. FOUNDATIONS 12'-0" a. FOUNDATION DESIGN CRITERIA o X I. ASSUMED ALLOWABLE SOIL BEARING PRESSURE - - - - - - - - - - - -1,500 PSF 0. F. PASSIVE SOIL PRESSURE - - - - - - - - - - - - - - - - - - - - 250 PCF N � x iii. SUBGRADE AND OR ANY STRUCTURAL FILL PLACED BELOW THE FOUNDATION IS TO BE COMPACTED TO 95% MAXIMUM PROCTOR DENSITY AS w `o 1/2" DEPTH SAWCUT DETERMINED BY ASTM D698. EXPANSION JOINT (TYP.) EDGE OF CONCRETE w SIDEWALK 3. CONCRETE a. CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE c X (ACI 318). 2m b. DETAILING, FABRICATION AND PLACEMENT OF REINFORCEMENT SHALL CONFORM TO DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI o x 315). c. MATERIALS a � I. CONCRETE uET o OF ASg T (a) STRUCTURAL CAST - IN - PLACE - - - - - - - - - - - -f'c = 4,000 PSI X S-11 5/16"t --I (b) MAXIMUM WATER CEMENT RATIO - - - - - - - - - - - - -0.45 (c) MINIMUM AIR CONTENT - - - - - - - - - - - - - - - - 6% +/- 1.5% 6169 X d SLUMP - - - - - - - - - - - - - - - - - - - - - -4 INCHES of �x tiFY es Ot ii. REINFORCING MATERIALS ssONAL "r 12" MIN. (a) REINFORCING BARS - - - - - - - - - - - - - - - - ASTM A615, GRADE 60 `IM1�I �°' - (b) WELDED WIRE FABRIC - - - - - - - - - - - - - - - ASTM A185, FURNISH IN SHEETS ONLY w. (TYP.) d. USE TYPE A WATER REDUCING ADMIXTURE CONFORMING ASTM C 494 IN ALL CONCRETE. FOR MAXIMUM WORKABILITY A TYPE F OR G HIGH RANGE o X WATER REDUCING ADMIXTURE MAY BE DEPLOYED AT THE JOBSITE. FOLLOW ADMIXTURE MANUFACTURER'S INSTRUCTIONS FOR DOSAGE RATES AND °ErsTe °�a��4 nPj 3 MIXING REQUIREMENTS. IN NO CASE CAN THE SLUMP EXCEED 8 INCHES. w GENSET OUTLINE e. TOP OF EXTERIOR CONCRETE MAT FOUNDATIONS AND SLABS ARE TO HAVE A BROOM FINISH. CENTER f. CONCRETE COVER OVER REINFORCEMENT SHALL BE 2"CLEAR, EXCEPT FOR THE FOLLOWING, UNLESS�DTHERWISENOTED. o a o APPARATUS ON i, CONCRETE PLACED AGAINST AND PERMANENTLY o 1/2" DEPTH FOUNDATION IN CONTACT WITH EARTH - - - - - - - - - - - - - - - - - - - - - - - �o rn x SAWCUT EXPANSION g. P OVIDE BAR SUPPORTS TO PROPERLY SECURE AND SUPPORT REINFORCING BAR 8 JOINT TYP. IN ADDITION TO NORMAL ACCESSORIES PROVIDE #5 STANDEES AT 36" S A AND #3 ui mN (TYP.) x APE SPACERS AT 72"O.C. EACH WAY IN WALLS WITH TWO CURTAINS OF REINFORCEMENT. Z s v 0 14'-4"t h. DOWELS, PIPES AND OTHER INSTALLED MATERIALS AND ACCESSORIES SHALL BE HELD SECURELY IN POSITION DURING CONCRETE PLACEMENT. m m I. REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY PIPE, PIPE FLANGE OR METAL PART EMBEDDED IN CONCRETE. m 0 12'-4"t 20'-10° PROVIDE 2"CLEARANCE IN ALL CASES UNLESS OTHERWISE INDICATED. NO EMBEDDED ITEM SHALL BE SUSPENDED FROM, SUPPORTED BY, OR ¢a w BRACED IN PLACE FROM THE STRUCTURAL REINFORCEMENT. J v E o j. UNLESS OTHERWISE SHOWN, PLACE 2-#5 (1 EACH FACE) WITH 2'-0"PROJECTIONS AROUND ALL OPENINGS IN CONCRETE SLABS AND MATS FOR o x OPENINGS THAT HAVE DIMENSIONS EXCEEDING THE BAR SPACING. o X k. CONTRACTOR TO PROVIDE SUBMITTALS FOR APPROVAL BY THE ENGINEER OF RECORD FOR THE CONCRETE MIX DESIGN AND REINFORCING STEEL. O SEE ELECTRICAL DRAWINGS FOR QUANTITY, 4. POST INSTALLED ANCHORS o SIZE, AND LOCATION OF ELECTRICAL CONDUITS a. POST INSTALLED ANCHORS FOR THE GENERATOR ARE TO CONFORM TO THE GENERATOR MANUFACTURER'S RECOMMENDATIONS FOR SIZE, TYPE, O EMBEDMENT AND ANCHOR SYSTEM MANUFACTURER AS LISTED IN THE APPROVED GENERATOR SHOP DRAWING SUBMITTAL. LOCATION AND QUANTITY OF ANCHOR RODS ARE TO BE FIELD FIT FOR THE SUPPLIED GENERATOR APPARATUS. X x 5. EQUIPMENT INSTALLATION o A A a. ALL OPENINGS SHOWN SHALL BE VERIFIED, AND ALL STRUCTURAL DIMENSIONS AND DETAILS PERTAINING TO EQUIPMENT INSTALLATION SHALL BE w COORDINATED BY THE CONTRACTOR WITH THE ACTUAL EQUIPMENT FURNISHED. o b. EQUIPMENT SUPPORTS, ANCHORAGES AND OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT REQUIRED BY OTHER CONTRACT DRAWINGS, o SHALL BE PROVIDED PRIOR TO PLACING CONCRETE. CIVIL GENERAL NOTES: O0 J a X of EDGE OF 12" MIN, 1. SEE ELECTRICAL DRAWINGS FOR ALL ELECTRICAL COMPONENTS. Q 1 3'-3" (TYP.) GENERATOR FOUNDATION (TYP.) (TYP.) 2. INSTALL FENCE AND PEDESTRIAN GATE PER DETAILS SHEET E3.0. O Of N LU 3. SAWCUT 1/2" DEPTH EXPANSION JOINTS WITHIN 24 HOURS OF SLAB POURING. APPLY SIKAFLEX-1A OR APPROVED Z w o EQUAL POLYURETHANE SEALANT TO ALL SAWCUT EXPANSION JOINTS. : UJ C) 4. SIDEWALK CONCRETE SHALL BE PLACED IN THE FORMS AND STRUCK OFF WITH A STRAIGHTEDGE. TROWEL O o SURFACE SMOOTH WITH A STEEL TROWEL. AFTER TROWELING, BRUSH SURFACE IN A TRANSVERSE DIRECTION WITH D' U' Z x A STIFF BRISTLED BROOM. O Z O o Q ° o CHAINLINK FENCE PER CO Q z EDGE OF CONCRETE 3'-3" (TYP.) 3'-0" Q m 0 Q SIDEWALK DETAILS SHEET E3.0 Z 0 Z 42" MIN. U z v� x GENERATOR FOUNDATION OR TO CLEAR Z Q Q EASED EDGE DOOR SWING Z) of LL m (TYP.) Of a 0 3/8" WIDE FULL-DEPTH (6) #5 TOP AND BOTTOM'S EVENLY SPACED 2 (TYP) p Z O ISOLATION JOINT WITH CONCRETE F MATCH PREMOLDED JOINT (15) #5'S EVENLY SPACED SIDEWALK (TYP.) MATCH U Q FILLER (TYP.) TOP AND BOTTOM EXISTING Z Q EXISTING 4" (TYP.) J PEDESTRIAN GATE H a W/3' CLEAR 1%MIN. 1�IN. Q IY LL1 PLAN OPENING WITH O Z i LOCKABLE LATCH. ���� I I ?' e l I I /xx w o SEE SHEET E3.0 a I I all GENERATOR FOUNDATION DETAIL I I \ \� \ \ \� \ \/\ /�\ \� \� \ \� \� \ \\ �� I ► PROJECT 1 1. 1 DATE 6 21 2019 aNTS 0'-6" COMPACTED 4" CLASS 3000 CONCRETE PER SECTION A-A SUBGRADE /j\ ©DOWL 2019 Know what's below. WSDOT STD. SPEC. 6-02. SHEET C a I I before you dig. 3" CRUSHED AGGREGATE SURFACE COURSE ci.0 PER WSDOT STD. SPEC. 9-03.9(3) View Inspections Permit Permit Number 3199779E Status Active Applied 5/7/2019 Total Corrections Special Instructions Fee Due $0.00 Applicant Permit Holder HENDEN ELECTRIC INC Name Address 26124 CALVARY LN NE City KINGSTON Inspection Site Company Name City of Arlington Owner Name Address 18204 59th Dr. NE Ste A City ARLINGTON Return to Permit List Print Return to Main Menu Print Permit Request Inspection _ — Requests Created Requested Reason Status Action Call History 7/18/2019 7/19/2019 Request Taken Edit/Cancel Request View 5/7/2019 5/8/2019 Request Taken Edit/Cancel Request View Inspections Ins p ected r Cor rections Written Corrections Completed Comments ____ 7/19/2019 Turner, Michael G 0 0 5/8/2019 ROBERTS, MARK W 0 0 Details Inspected jInspection Result Comment AC - continuation for PVC towards generator pad. 7/19/2019 Cover,Conduit Only,Underground Approved stopped just short of pad location Complete AC - 2) ground rods in ditch to generator. coiled up 7/19/2019 Grounding/Bonding,Service,Other Approved to hit generator. _ Complete 7/19/2019 Service,Altered,Underground,208V,241-Approved 300a CT can 1. 300KCMIL CU in can for 400A Partial power shut down/transfer CT-ATS 1 7/19/2019 Service,Altered,Underground,208V,201-Approved 300a CT can 2 300KCMIL. CU in can for 400A Partial power shut down/transfer CT ATS2 AP ATS 1 to panel terminated at ATS only until 7/19/2019 Feeder,New,Exposed,208V,201-400A Approved Y.,.... L-Ixar„L -oo iicrV11L cv Partial AP ATS2 to panel terminated at ATS only until 7/19/2019 Feeder,New,Exposed,208V,201-400A Approved power transfer 300kcmil CU Partial y, g (3)RUNS OF PVC/RMC BETWEEN 5/8/2019 ICoverCondult Only,Underground AC - Approved IIGENERATOR PAD & NORTH SIDE OF ! Complete 'BLDG. AAXI�SAKQ__ _ mzan&Associates, CONCRETE Ilk Inc. REPORT NO.: 09619277CRO80219-JLG -1 Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 8/2/2019 CONTRACTOR: Henden Electric PROJECT#: 09619277 PERMIT#: 2654 PROJECT: Arlington Airport INSPECTOR: Jerry L. Gelder LOCATION: 18204 59th Ave NE Arlington JURISDICTION: City of Arlington KA P.M.: WEATHER: Overcast TEMP: 68° Field Data Reported Batch DATA Concrete: X I Other: I Cement Type Supplier:l Smokey Point Plant No.1 603R Site Mix: Design Actual Slump Mix Air Unit Mix No. 0160AP Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Cam.Lbs. 554 10:09 1 784451 176523 1 5 1 78° 1 68° 1 F.Ash lbs. C.Agg.Lbs 7/8 1573 C.Agg.Lbs 3/8 195 C.Agg.Lbs Placement Area Sand Ibs 1361 Location: Generator Pad Water 244 Admixture wra 25.2 oz Admixture delay set 11 oz Admixture Air Ent. F (Oz/cwt.) F� Water Added On Job Site Remarks: Concrete placed by chute. Mechanically (Gals.) consolidated. 1/2 gal adva added onsite Field Test ASTM Method Please Refer To Field Repot Number: 09619277DFR822019JLG C172 ✓ C143 ✓ C138 C1064 ✓ C231 Inspector :1 Jerry L. Gelder C31 ✓ Other Laboratory Data Design Strength: Qa 28 days Date Specimens Rec'd: Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 8/9/19 7 1 ASTM C109 8/30/19 28 1 ASTM C617 8/30/19 128 1 ASTM C1231 8/30/19 28 1 1 ASTM C1019 H 1 OTHER Test Results Remarks: Non-Conforming Results Reviewed By: Date: Codes for Break Types: \ 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 05/08/2019 Lynnwood(425)485-5519 •Poulsbo (360) 598-2126 • Tacoma(253) 939-2500 The Information provided on this report is prepared for the exclusive use of the client and may not be reproducedin any formal without the written permission of the client and K—an&Associates.This report indicates our inspector's observation and testing results based on site conditions and coutractoractivifies.This iMormation issubjectto reviewpriorto final submittal.By signing this report,our inspector does not accept responsibility for validity of results.The same information has been provided by others on site.The test results apply only to the specific locations,and items inspected or tested. AAXI�SAKQ__ _ mzan&Associates, CONCRETE Ilk Inc. REPORT NO.: 09619277CRO80219-JLG -1 Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 8/2/2019 CONTRACTOR: Henden Electric PROJECT#: 09619277 PERMIT#: 2654 PROJECT: Arlington Airport INSPECTOR: Jerry L. Gelder LOCATION: 18204 59th Ave NE Arlington JURISDICTION: City of Arlington KA P.M.: WEATHER: Overcast TEMP: 68° Field Data Reported Batch DATA Concrete: X I Other: I Cement Type Supplier:l Smokey Point Plant No.1 603R Site Mix: Design Actual Slump Mix Air Unit Mix No. 0160AP Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Cam.Lbs. 554 10:09 1 784451 176523 1 5 1 78° 1 68° 1 F.Ash lbs. C.Agg.Lbs 7/8 1573 C.Agg.Lbs 3/8 195 C.Agg.Lbs Placement Area Sand Ibs 1361 Location: Generator Pad Water 244 Admixture wra 25.2 oz Admixture delay set 11 oz Admixture Air Ent. F (Oz/cwt.) F� Water Added On Job Site Remarks: Concrete placed by chute. Mechanically (Gals.) consolidated. 1/2 gal adva added onsite Field Test ASTM Method Please Refer To Field Repot Number: 09619277DFR822019JLG C172 ✓ C143 ✓ C138 C1064 ✓ C231 Inspector :1 Jerry L. Gelder C31 ✓ Other Laboratory Data Design Strength: Qa 28 days Date Specimens Rec'd: Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 8/9/19 7 1 ASTM C109 8/30/19 28 1 ASTM C617 8/30/19 128 1 ASTM C1231 8/30/19 28 1 1 ASTM C1019 H 1 OTHER Test Results Remarks: Non-Conforming Results Reviewed By: Date: Codes for Break Types: \ 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 05/08/2019 Lynnwood(425)485-5519 •Poulsbo (360) 598-2126 • Tacoma(253) 939-2500 The Information provided on this report is prepared for the exclusive use of the client and may not be reproducedin any formal without the written permission of the client and K—an&Associates.This report indicates our inspector's observation and testing results based on site conditions and coutractoractivifies.This iMormation issubjectto reviewpriorto final submittal.By signing this report,our inspector does not accept responsibility for validity of results.The same information has been provided by others on site.The test results apply only to the specific locations,and items inspected or tested. View Inspections Permit Permit Number 3199779E Status Inactive Applied 5/7/2019 Total Corrections Special Instructions This permit has been finaled. Fee Due $0.00 Applicant Permit Holder HENDEN ELECTRIC INC Name Address 26124 CALVARY LN NE City KINGSTON Inspection Site Company Name City of Arlington Owner Name Address 18204 59th Dr. NE Ste A City ARLINGTON Return to Permit List Print Return to Main Menu Print Permit Requests Created Requested Reason Status Action Call History 10/14/2019 10/16/2019 Request Taken Edit/Cancel Request View 7/23/2019 7/24/2019 Request Taken Edit/Cancel Request View 7/18/2019 7/19/2019 Request Taken Edit/Cancel Request View 5/7/2019 5/8/2019 Request Taken Edit/Cancel Request View Inspections Inspected Inspector Corrections Written Corrections Completed Comments 10/16/2019 Hess, Michael 0 0 7/24/2019 Harris, Dale 0 0 7/19/2019 Turner, Michael G 0 0 5/8/2019 IROBERTS, MARK W 0 io Details Inspected Inspection Result Comment Transfer AC - 10/16/2019 Systems,New,Automatic,208V,201- Approved ATS I 400A Complete Transfer AC - 10/16/2019 Systems,New,Automatic,208V,20I- Approved ATS 2 400A Complete 7/24/2019 Service,Altered,Underground,208V,20I-Approved CT can connections and floating the neutral 400A on two feeder panels. Complete AC - 7/19/2019 ICover,Conduit Only,Underground Approved continuation for PVC towards generator pad. Complete stopped just short of pad location AC - 2) ground rods in ditch to generator. coiled up 7/19/2019 GroundingBonding,Service,Other Approved Complete to hit generator. !7/19/2019 !Service,Altered,Underground,208V,201-AP - 1300a CT can 1. 300KCMIL CU in can for 4b0A ;Approved jpower shut down/transfer CT-ATS 1 _ Partial Service,Altered,Underground,208V,201 - {300a CT can 2 300KCMIL. CU.in _ n can for 19 400A !Approved ;power shut down/transfer CT ATS2 'Partial ,New,Ex Ap - BATS 1 to panel terminated at ATS only until 7i 19i'2019 Feeder_ posed,208V,201-400A !Approved power transfer 300 KCMIL CU — ...�_._ Partial I s_ 7/19/2019 Feeder,New°,Exposed,208V,201-400A JApproved ;ATS2 to panel terminated at ATS only until Partial power transfer 300k-cmil CU AC - (3) RUNS OF PVC/RMC BETWEEN S/8i2019 tover,Conduit Only,Underground 'Approved GENERATOR PAD & NORTH SIDE OF _._.�w ..... Complete JEBLDG. Page 1 of 1 1(fUzan&Associates, I nc. Field Geotechnical Engineering•Environmental Engineering Report NO.:09619277DFR822019JLG Construction Testing and Inspection DATE: 8/2/2019 Set Count: CONTRACTOR: Henden Electric PROJECT#: 09619277 PERMIT#: 2654 PROJECT: Arlington Airport INSPECTOR: Jerry L.Gelder LOCATION: 18204 59'Ave NE Arlington JURISDICTION: City of Arlington KA P.M.: WEATHER: Overcast TEMP:68'F Arrived onsite per contractors request to observe the placing of concrete for Generator pad and sidewalk on north side of building. The structural reinforcing steel for the Generator pad was installed per plans and specs prior to placing concrete. Observed contractor placing 6.5 c.y. of mix#0160AP. A slump and temperature test was performed and 1 set of compressive strength cylinders were made. See Report#09619277CR822019JLG-1 for break results. Reviewed By: ASTM Test#: Asset Number(s): To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425)485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and%razan&Associates.This report indicates our inspectors observation and testing results based on site conditions and contractor activities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of results.The same information has been provided by others on site.The test results apply only to the specific locations,and items inspected or tested. Page 1 of 1 1(fUzan&Associates, I nc. Field Geotechnical Engineering•Environmental Engineering Report NO.:09619277DFR822019JLG Construction Testing and Inspection DATE: 8/2/2019 Set Count: CONTRACTOR: Henden Electric PROJECT#: 09619277 PERMIT#: 2654 PROJECT: Arlington Airport INSPECTOR: Jerry L.Gelder LOCATION: 18204 59'Ave NE Arlington JURISDICTION: City of Arlington KA P.M.: WEATHER: Overcast TEMP:68'F Arrived onsite per contractors request to observe the placing of concrete for Generator pad and sidewalk on north side of building. The structural reinforcing steel for the Generator pad was installed per plans and specs prior to placing concrete. Observed contractor placing 6.5 c.y. of mix#0160AP. A slump and temperature test was performed and 1 set of compressive strength cylinders were made. See Report#09619277CR822019JLG-1 for break results. Reviewed By: ASTM Test#: Asset Number(s): To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425)485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and%razan&Associates.This report indicates our inspectors observation and testing results based on site conditions and contractor activities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of results.The same information has been provided by others on site.The test results apply only to the specific locations,and items inspected or tested. CERTIFIED MILL TEST REPORT CUSTOMER BOISE CASCADE BUILDING MATERIALS (CMTR) DATE 5-31-19 DISTRIBUTION, L.L.C. 3200 NORTH HIGHWAY 99W 8720 216TH ST SE Hui McMINNVILLE,OREGON 97128 BILL OF LADING 12637660 WOODINVILLE, WA 98072 (503)472-4181 FAX(503)434-5739 A Schnitzer qw Company PAGE 1 OF 2 DESCRIPTIONOF HEAT NO./PRODUCT/GRADE YIELD TENSILE ELONG. NOM. WT BEND DEF. Melted Shipped Melt Lbs PSI PSI o 8 INCHES % DEGREES Rolled Lbs/Tons Roll Lbs *186019 #4 615/40 GRADE REBAR 59,000 89,500 18 98 180 OK OK 05/09/19 14,217 206,729 ASTM A615-18 Grade 40 05/17/19 7.1 188,883 *186419 #5 615/40 GRADE REBAR 55,000 86,500 19 94 180 OK OK 05/09/19 10,015 207,071 ASTM A615-18 Grade 40 05/25/19 5.0 206,309 *167519 #4 615/60 GRADE REBAR 68,000 105,000 12 97 180 OK OK 04/30/19 6,093 227, 932 ASTM A615-18 Grade 60 05/16/19 3.0 219,348 AASHTO M31-15 *166619 #4 615/60 GRADE REBAR 67,500 108,000 16 98 180 OK OK 04/29/19 6,093 212,030 ASTM A615-18 Grade 60 05/16/19 3.0 205,131 AASHTO M31-15 *166519 #4 615/60 GRADE REBAR 67,000 109,000 12 98 180 OK OK 04/29/19 4,062 222, 631 ASTM A615-18 Grade 60 05/16/19 2.0 215,286 AASHTO M31-15 *166419 #4 615/60 GRADE REBAR 69,500 104,000 13 97 180 OK OK 04/29/19 12,186 212,030 ASTM A615-18 Grade 60 05/17/19 6.1 205,131 AASHTO M31-15 CHEMICAL ANALYSIS HEAT NO. C % Mn % P % S % Si % Cu % Ni o Cr % Mo % Sn % CE % 186019 .33 .72 .016 .015 .32 .27 .10 .14 .023 .010 .48 186419 .32 .71 .022 .02 .24 .32 .09 .21 .024 .47 167519 .41 1.11 .018 .021 .27 .27 .08 .16 .021 .020 .62 166619 .40 1.10 .022 .021 .22 .32 .08 .19 .020 .019 .61 166519 .41 1.12 .019 .018 .23 .25 .07 .15 .022 .021 .62 166419 .40 1.12 .017 .020 .24 .23 .07 .16 .024 .020 .61 PO NUMBER(S) : WO 221620 CERTIFIED BY. Jeff Kramer * ALL MELTING AND MANUFACTURING PROCESSES FOR THE MATERIALS OCCURRED IN THE UNITED STATES. Quality Assurance Manager CONTINUED ON NEXT PAGE. . . F016-1.02 CERTIFIED MILL TEST REPORT CUSTOMER BOISE CASCADE BUILDING MATERIALS (CMTR) DATE 5-31-19 DISTRIBUTION, L.L.C. 3200 NORTH HIGHWAY 99W 8720 216TH ST SE Hui McMINNVILLE,OREGON 97128 BILL OF LADING 12637660 WOODINVILLE, WA 98072 (503)472-4181 FAX(503)434-5739 A Schnitzer qw Company PAGE 2 OF 2 DESCRIPTIONOF HEAT NO./PRODUCT/GRADE YIELD TENSILE ELONG. NOM. WT BEND DEF. Melted Shipped Melt Lbs PSI PSI o 8 INCHES % DEGREES Rolled Lbs/Tons Roll Lbs *171819 #5 615/60 GRADE REBAR 70,500 113,000 13 97 180 OK OK 05/01/19 10,015 217,172 ASTM A615-18 Grade 60 05/22/19 5.0 215,322 AASHTO M31-15 CHEMICAL ANALYSIS HEAT NO. C % Mn % P % S % Si % Cu % Ni o Cr % Mo % Sn % CE % 171819 .42 1.15 .016 .020 .23 .24 .07 .15 .018 .021 .64 PO NUMBER(S) : WO 221620 Z--)� CERTIFIED BY. Jeff Kramer * ALL MELTING AND MANUFACTURING PROCESSES FOR THE MATERIALS OCCURRED IN THE UNITED STATES. Quality Assurance Manager F016-1.02 GENERATOR INSPECTIONS: GRADING STAKING FRAMING—REBAR AND WELDED WIRE FABRIC STRUCTURAL SLAB - FINAL SUBGRADE COMPACTION SIDEWALK FRAMING FENCE POSTS HOLES CONCRETE SLUMP TEST ENGINEERS COMMENTS Offsetting the cut 6" on either side is sufficient. Ground where new generator pad/sidewalk perimeter will be placed should be checked with a laser level to determine the high point. The low-end of the sidewalk grade should be set at this high point to ensure all areas of sidewalk will tie-in to existing ground above existing grade. Coordinate with the airport for generator pad location. INSPECTION CARD Call the Automated Inspection Line (360) 403-3417 Required Information: -Permit Number (Building, Right of Way or Civil) -Inspection Request (Type) -Inspection Time (am or pm) • A.M. inspections are scheduled from 8:00 am to 12:00 pm • P.M. inspections are scheduled from 1:00 am to 4:00 pm • Inspections must be called in before 3:30 PM to be on the next day inspection schedule • To cancel or modify an inspection please call (360) 403-3551. INSPECTION DATE DATE PASS FAIL INITIALS STAKING GRADING SUBGRADE COMPACTION FOUNDATION FRAMING SIDEWALK FRAMING FENCE POST HOLES REBAR&WELDED WIRE FABRIC CONCRETE SLUMP TEST STRUCTURAL FINAL ENGINEER OF RECORD: • Offsetting the cut 6" on either side is sufficient. • Ground where new generator pad/sidewalk perimeter will be placed should be checked with a laser level to determine the high point. The low-end of the sidewalk grade should be set at this high point to ensure all areas of sidewalk will tie-in to existing ground above existing grade. RESPONSIBILITY: It is the responsibility of the Owner, Developer and Contractor to adhere to the approved plans,verify compliance with the City of Arlington Municipal Code, Public Works Design and Construction Standards and applicable local, state and federal requirements. Permit#: 2654 Permit Date: 06/28/19 Permit Type: COMMERCIAL BUILDING Project Name: Arlington Airport Applicant Name: Henden Electric, Inc. Applicant Address: 26124 Calvary Lane Ne Applicant, City, State, Zip: Kingston,WA 98346 Contact: Scott Henden Phone: 360-297-4433 Email: hendenelectric@centurytel.net Scope of Work: Structural Slab for Generation Valuation: 4600.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: CIC Permit Issued: 07/17/2019 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052200200100 18204 59TH AVE NE CITY OF 431 Airports& ARLINGTON Flying Fields Contractors Contractor Primary Contact Phone Address Contractor Type License License# Henden Electric,Inc. Scott Henden 360-297-4433 26124 Calvary CONSTRUCTION Labor&Industries HENDEEII I ONZ Lane Ne CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 10/17/2019 C20.BUILDING Final 10/17/2019 BUILDING Completed FINAL 08/27/2019 C09.FRAMING Generator Sidewalk 08/27/2019 BUILDING Completed 07/31/2019 R02.FOOTING AMJPM 07/31/2019 BUILDING Approved R20.ACCESSORY 10/17/2019 STRUCTURE Final BUILDING Approved FINAL 08/27/2019 C09.FRAMING Generator Pad BUILDING Approved 08/27/2019 C09.FRAMING Sidewalk replacement BUILDING Approved 08/27/2019 Inspection Staking/Grading BUILDING Approved 08/27/2019 Inspection Generator Pad Compaction BUILDING Approved 08/27/2019 Inspection Generator Pad Compaction BUILDING Approved 08/27/2019 Inspection Rebar-Generator Pad BUILDING Approved 08/27/2019 Inspection Structural Final BUILDING Not Completed Plan Reviews Date Review Type Description Assigned To Review Status 06/28/2019 Misc AIRPORT 06/28/2019 Misc BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $162.56 Building Plan Review Table 4-2 $105.66 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Total $318.22 Attached Letters Date Letter Description 07/15/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 06/28/2019 Henden Electric Structural Generator check#8268 Launa Black $318.22 Slab Outstanding Balance $0.00 Notes Date Note Created By: 10/21/2019 Galvanized fence to be screened by airport. Raelynn Jones 10/08/2019 Emailed 9/11/19 Inspection card Raelynn Jones Uploaded Files Date File Name 09/30/2021 9802135-2654 IC 7.3.2019.pdf 01/03/2020 6051542-2654 10-17-19 IC.pdf 07/17/2019 5337589-2654 Issued Permit.pdf 06/28/2019 5265094-Site&Slab Specifications.pdf 06/28/2019 5265095-2654 Application.pdf STRUCTURAL GENERAL NOTES(APPLICABLE TO GENERATOR FOUNDATION ONLY): m 1. APPLICABLE SPECIFICATIONS AND CODES CONSTRUCTION AND DESIGN SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION THE LATEST EDITION OF THE X X X X X X X X APPLICABLE CODES, STANDARDS AND SPECIFICATIONS NOTED BELOW. 2. FOUNDATIONS � 12•-0" a. FOUNDATION DESIGN CRITERIA x i. ASSUMED ALLOWABLE SOIL BEARING PRESSURE - - - - - - - - - - - -1,500 PSF F ii. PASSIVE SOIL PRESSURE - - - - - - - - - - - - - - - - - - - - 250 PCF a� x W. SUBGRADE AND OR ANY STRUCTURAL FILL PLACED BELOW THE FOUNDATION IS TO BE COMPACTED TO 95% MAXIMUM PROCTOR DENSITY AS 9 1/2" DEPTH SAWCUT DETERMINED BY ASTM D698. w EXPANSION JOINT (TYP.) EDGE OF CONCRETE � SIDEWALK 3. CONCRETE a. CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE x (ACI 318). 6'-0"t b. DETAILING, FABRICATION AND PLACEMENT OF REINFORCEMENT SHALL CONFORM TO DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI x 315). C. MATERIALS L CONCRETE , o4A (a) STRUCTURAL CAST - IN - PLACE - - - - - - - - - - - -fc = 4,000 PSI i1'�ya' "•".bow x 3'-11 5/16"t (b) MAXIMUM WATER CEMENT RATIO - - - - - - - - - - - - -0.451' (c) MINIMUM AIR CONTENT - - - - - - - - - - - - - - - - 6% +/- 1.5% x (d) SLUMP - - - - - - - - - - - - - - - - - - - - - -4INCHES ff. REINFORCING MATERIALS .'. Ni,�..P e� �-o Z flans P Q 12' MIN. (a) REINFORCING BARS - - - - - - - - - - - - - - - - ASTM A615, GRADE 60 (b) WELDED WIRE FABRIC - - - - - - - - - - - - - - - ASTM A185, FURNISH IN SHEETS ONLY ( ') d. USE TYPE A WATER REDUCING ADMIXTURE CONFORMING ASTM C 494 IN ALL CONCRETE. FOR MAXIMUM WORKABILITY A TYPE F OR G HIGH RANGE /. 3 x WATER REDUCING ADMIXTURE MAY BE DEPLOYED AT THE JOBSITE. FOLLOW ADMIXTURE MANUFACTURER'S INSTRUCTIONS FOR DOSAGE RATES AND 'b�w'a�nn±�•0��'„� MIXING REQUIREMENTS. IN NO CASE CAN THE SLUMP EXCEED 8 INCHES. °p"•�`° �1f' GENSET OUTLINE e. TOP OF EXTERIOR CONCRETE MAT FOUNDATIONS AND SLABS ARE TO HAVE A BROOM FINISH. CENTER f. CONCRETE COVER OVER REINFORCEMENT SHALL BE 2'CLEAR, EXCEPT FOR THE FOLLOWING, UNLESS OTHERWISE NOTED. APPARATUS ON i, CONCRETE PLACED AGAINST AND PERMANENTLY FOUNDATION o W 0 1/2" DEPTH IN CONTACT WITH EARTH - - - - - - - - - - - - - - - - - - - - - - - 3"CLEAR r' m W N x SAWCUT EXPANSION g. PROVIDE BAR SUPPORTS TO PROPERLY SECURE AND SUPPORT REINFORCING BARS AND WELDED WIRE FABRIC AT POSITIONS SHOWN ON THE .�O F JOINT (TYP.) x DRAWINGS. IN ADDITION TO NORMAL ACCESSORIES PROVIDE #5 STANDEES AT 36.O.C. TO SUPPORT TOP REINFORCEMENT IN BASE SLABS, AND #3 o U OR Z SHAPE SPACERS AT 72"O.C. EACH WAY IN WALLS WITH TWO CURTAINS OF REINFORCEMENT. z p v 14'-4't h. DOWELS, PIPES AND OTHER INSTALLED MATERIALS AND ACCESSORIES SHALL BE HELD SECURELY IN POSITION DURING CONCRETE PLACEMENT. m L REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY PIPE, PIPE FLANGE OR METAL PART EMBEDDED IN CONCRETE. m 12'-4't 20'-10" PROVIDE 2"CLEARANCE IN ALL CASES UNLESS OTHERWISE INDICATED. NO EMBEDDED ITEM SHALL BE SUSPENDED FROM, SUPPORTED BY, OR r ¢'c BRACED IN PLACE FROM THE STRUCTURAL REINFORCEMENT. 5 E o j. UNLESS OTHERWISE SHOWN, PLACE 2-#5 (1 EACH FACE) WITH V-0"PROJECTIONS AROUND ALL OPENINGS IN CONCRETE SLABS AND MATS FOR x OPENINGS THAT HAVE DIMENSIONS EXCEEDING THE BAR SPACING. x SEE ELECTRICAL k. CONTRACTOR TO PROVIDE SUBMITTALS FOR APPROVAL BY THE ENGINEER OF RECORD FOR THE CONCRETE MIX DESIGN AND REINFORCING STEEL. O m DRAWINGS FOR QUANTITY, 4. POST INSTALLED ANCHORS o SIZE, AND LOCATION OF ELECTRICAL CONDUITS a. POST INSTALLED ANCHORS FOR THE GENERATOR ARE TO CONFORM TO THE GENERATOR MANUFACTURER'S RECOMMENDATIONS FOR SIZE, TYPE, 0 EMBEDMENT AND ANCHOR SYSTEM MANUFACTURER AS LISTED IN THE APPROVED GENERATOR SHOP DRAWING SUBMITTAL. LOCATION AND QUANTITY x OF ANCHOR RODS ARE TO BE FIELD FIT FOR THE SUPPLIED GENERATOR APPARATUS. x 5. EQUIPMENT INSTALLATION A A a. ALL OPENINGS SHOWN SHALL BE VERIFIED, AND ALL STRUCTURAL DIMENSIONS AND DETAILS PERTAINING TO EQUIPMENT INSTALLATION SHALL BE COORDINATED BY THE CONTRACTOR WITH THE ACTUAL EQUIPMENT FURNISHED- b. EQUIPMENT SUPPORTS, ANCHORAGES AND OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT REQUIRED BY OTHER CONTRACT DRAWINGS, SHALL BE PROVIDED PRIOR TO PLACING CONCRETE. a CIVIL GENERAL NOTES: p CO x EDGE OF MIN, J 3'-3' (TYP-) GENERATOR 12' 1. SEE ELECTRICAL DRAWINGS FOR ALL ELECTRICAL COMPONENTS. Q FOUNDATION (TYP.) (TYP-) 2. INSTALL FENCE AND PEDESTRIAN GATE PER DETAILS SHEET E3.0. O 3. SAWCUT 1/2" DEPTH EXPANSION JOINTS WITHIN 24 HOURS OF SLAB POURING. APPLY SIKAFLEX-1A OR APPROVED Z W EQUAL POLYURETHANE SEALANT TO ALL SAWCUT EXPANSION JOINTS. Q W 4. SIDEWALK CONCRETE SHALL BE PLACED IN THE FORMS AND STRUCK OFF WITH A STRAIGHTEDGE. TROWEL 0 SURFACE SMOOTH WITH A STEEL TROWEL AFTER TROWELING, BRUSH SURFACE IN A TRANSVERSE DIRECTION WITH O Z Z o x A STIFF BRISTLED BROOM. O o a. 0 EDGE OF CONCRETE 3-3" (TYP") 3-0" CHAINUNK FENCE PER J CO DETAILS SH SIDEWALK EET E3.0 Q Q x GENERATOR FOUNDATION OR42' MIN. U O a° EASED EDGE DOOR SWING Z O z g (TYP.) LL 3 8" WIDE ISOLATION FULL-DEPTH WITH H (6) #5'S EVENLY SPACED 2^ (TYP.) Z f j 0 TOP AND BOTTOM O Z Q CONCRETE s MATCH PREMOLDED JOINT (15) #5'S EVENLY SPACED SIDEWALK (TYP.) MATCH O p ~ o PEDESTRIAN GATE EXISTING FILLER (TYP.) TOP AND BOTTOM 4" ( ) EXISTING Z Q W/3' CLEAR 1%MIN. ~ � W PLAN OPENING WITH 1 Q O Z o LOCKABLE LATCH. I I• •�• - lim 0_ LIJ SEE SHEET E3.0 I I • ` 1'-2 • •I Cr � I I 1�211 GENERATOR FOUNDATION DETAIL .• I I• i ► PROJECT 15001 `y NTS 0,_6" f J DATE 6 21 2019 COMPACTED E SECTION A A SUBGRADE i 4" CLASS 3000 CONCRETE PER ,J enom :o,e• Know whatsbelow. WSDOT STD. SPEC. 6-02. Received a�Er Call before you dig. 3" CRUSHED AGGREGATE SURFACE COURSE Ci� 0 PER WSDOT STD. SPEC. 9-03.9(3) __?&2J694 GENERAL NOTES A. ALL EQUIPMENT SHOWN IS EXISTING, TO REMAIN AS—IS UNLESS NOTED OTHERWISE. B. REMOVE ALL EXISTING GROUND—NEUTRAL BONDS. C� en SOIL/DIRT D.O.T. AIRPORT CT CABINET CT CABINET ETERS FROM XFMR Rece.ived l ' JUN 2 6'2019 REMOVE EXISTING SERVICE FEEDERS PANEL WF SEC 1 AND CONDUIT. CAP PENETRATIONS PANEL WT SEC 2 r 2 sq c AND PATCH WALLS TO MATCH O EXISTING. SEE ONE-LINE DIAGRAM OI FOR DETAILS, ELECTRICAL CONDUIT O oE° FIRE SPRINKLER PANEL AP SEC 1 ROOM STUB-UPS M o ROOM W � PANEL AP SEC 2 o SECURITY PANEL FACP r j*, e-e 0 2 4 1 HVAC 1 I i + i DESK scale feet IF�� DRONG LINE 10 SCALE RE ONE INCH CYIQT7AIn CI r1+Tn1nA I DI AAI Go ELCON ASSOCIATES INC C'RI' IV/ �'ENGINEERS,CONSULTANTSIBM CHRISTENSEN ROAD,SUITE SM SEATTLE,WASHINGTON 98188 � Designed DCR Checked LFO Scale AS NOTED % TEL(208)2434M q �dr 9 v Doren MV Approved XXX Know what's below. FAX(2W)24"M c�/ONAL l- Dote OCT 12,2018 Job No. 4510-00200 E1.1 Call before you dig. I 1 12/05 1 Rev Dote Description ISSUED FOR CONSTRUCTION SmokeyPointConcrete.com �}y ��■ .LLi: _, 23315 Dike Road • Arlington,Washington.98223 • f360)435-5791 • Fax(360)435-3526 CPC Materials Inc r SkagitReadymmcom Skagit County ■ (360)424-6970 ■ Fax(360)856-0429 Submittal# 07092019GD2 Date: 7/9/2019 Customer: Henden Electric Project Arlington Airport SPC/SRM is pleased to submit the following concrete mixes for the above referenced project: Mix ID Mix Description Usage 0160AP 6SK 7/8 AEA WRA 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN The enclosed concrete mix designs have been proportioned in accordance with the requirements of ACI 318,301 or 211 project specifications provided by the customer;or by a customer specific request.These mix designs will be produced in conformance with applicable codes and specifications(ASTM,AASHTO,and/or WSDOT). The concrete as delivered will meet or exceed the design strength specified on the concrete mix design submittal when sampled at the end of the truck chute. SPC/SRM cannot control and therefore cannot be responsible for the plastic and hardening properties beyond the point of discharge from the ready mix truck SPC/SRM has no knowledge or authority regarding where this concrete mix is to be placed or its intended application. It is the customer's responsibility to ensure that the correct/approved mix design is ordered for the project and application. It is the customer's responsibility to verify the pumpability of each concrete mix design with the pump company. It is the customer's responsibility to purchase/order temperature control measures,accelerator,retarder, high/low range water reducer as needed to meet project specifications. Should the customer choose not to purchase temperature control measures,the customer shall assume all liability for rejected concrete due to non-compliant concrete temperature. Upon approval,kindly return a copy of the approved submittal to SPC/SRM. In accordance to ASTM C-94,SPC/SRM requests to be included on the districution list for all the concrete test reports. Please forwards all test reports to the below email address. Respectfully, ��U 5 1 neh Gustavo Davila gdavila@smokeypointconcrete.com Quality Control Manager r SmokeyPointConcrete.corn I I 23315 Dike Road - Arlington,Washington 98223 • (360)435-5791 • Fax(360)435-3526 CPC Materials Inc SkagrtReadymix.com •� ' I .(L Skagit County • (360)424-6970 • Fax(360)856-0429 STATEMENT OF MIX DESIGN FOR CONCRETE Mix Design Number: 0160AP Submittal# 07092019GD2 Mix Description: 6SK 7/8 AEA WRA W/C Ratio Design: 0.43 Plant(s): 603 SPC Slump: 3"-6" Specified Strength 4000 PSI Air Design: 5% Specified Usage: One Cubic Yard Mix Design Proportions (SSD) Material Type Description Standard Design Quantity Cement Silo 1 C 150 564 lb Fly Ash 0 C618 0 lb Coarse Agg RM Rock C33/AASHTO#57 1580 lb Coarse Agg Pea Gravel C33/AASHTO#8 200 lb Fine Agg RM Sand C33/CLASS 2 1375 lb Admixture AEA C494 1/2 to 3 oz/cwt Admixture WRA C494 3 to 5 oz/cwt Water Water C1602 29 Gal Aggregate Gradations Sieve Size No. 57 No.8 Class 2 Combined 2" 100 100 100 100 1 1/2" 100 100 100 100 1" 99 100 100 99 3/4" 79 100 100 90 1/2" 27 100 100 64 3/8" 8 85 100 53 N o.4 1 17 100 45 No.8 0 1.5 92 40 No.16 0 1 73 32 N o.30 0 0 47 20 N o.50 0 0 21 9 N o.100 0 0 6 3 N o.200 0 0 1 0 Additional Comments: This mix has been proportioned in accordance with ACI 211,301&318.Customer is responsible for verifying pumpability of each mix design with pump company.SPC/SRM cannot be responsible for the plastic properties of concrete beyond the end of the chute. Specified usage is based on specifications provided to Smokey Point Concrete at time of review. SPC/SRM may make adjustments to the admixture dosage to meet changes in project site demands. It is the customer's responsibility to ensure the proper mix design is ordered and placed for the intended application Smokey Point Concrete CONCRETE QUALITY CONTROL REPORT PROJECTS: Various Smokey Point Concrete Projects MIX: 0160AP SUPPLIER: Smokey Point Concrete CEMENT:Type 1 II FC: 4000 PSI Compressive Strength # Lab Report Cast date Slump Air 7Day 7-Day Avg. 28-Day 28-Day 28-Day 28-Day 28-Day Avg. 1 09618111CRI 4/27/2018 4 5.5 4090 4090 5350 5600 5550 5390 5470 2 09618121CR1 8/21/2018 4.5 5.1 3200 3200 4050 4190 4140 4130 3 CB001 1/3 4/2/2018 3.5 3.6 4880 4880 6260 6270 6380 6300 4 CB001 2/3 4/2/2018 5.5 5 4130 4130 5260 5280 5570 5370 5 CB001 3/3 4/2/2018 4.25 4.4 4330 4330 5580 5910 5950 5810 6 CB002 1/2 4/24/2018 4.5 4 3300 3300 3810 4040 4070 3970 7 CB002 2/2 4/24/2018 3.5 5.3 3430 3430 4440 4510 4320 4420 8 CB003 1/2 5/11/2018 4.75 5.5 3860 3860 4960 4440 4900 4770 9 CB003 2/2 5/11/2018 6.5 6.8 3310 3310 3830 3920 4010 3920 10 WC0011/3 7/3/2018 4.5 4.6 3800 3800 4420 4370 4880 4560 11 WC001 3/3 7/3/2018 5 5 3710 3710 5050 4780 4950 4930 12 CB004 7/19/2018 4.5 5.3 3620 3620 4520 4350 4440 13 CB005 7/25/2018 5.75 7 3590 3590 4260 4140 4620 4340 14 59601 10/27/2018 4.5 4000 4000 5280 5390 5340 5360 5340 15 CB006 8/16/2018 5.5 5 4420 4420 4700 5000 5080 4930 16 CB002 8/22/2018 8.25 5.9 3530 3530 4390 4530 4280 4400 17 CB014 9/14/2018 5 4.6 4530 4530 5440 5610 5130 5390 18 CB015 9/19/2018 4.5 4.5 4370 4370 5170 5290 5060 5170 19 CB017 9/25/2018 3.25 5.4 4360 4360 5740 5420 5530 5560 20 CB021 10/4/2018 5.5 4.7 3870 3870 4320 4300 4050 4220 21 CB022 10/4/2018 5 4560 4560 5570 5620 5530 5570 22 CB024 10/10/2018 6 6.5 4150 4150 5490 5330 5750 5520 23 CB037 11/6/2018 4.5 4.8 4970 4970 5550 5930 5390 5620 24 CB044 11/30/2018 6.5 6.4 3680 3680 4620 4520 4450 4530 25 CB048 12/12/2018 6.25 6 3390 3390 4490 4840 4560 4630 26 C194786 10/10/2018 6 5.6 4040 4040 4830 4750 4930 4840 27 C197661 12/6/2018 4.25 5 4660 4660 5410 4950 5020 5130 28 C194276 10/3/2018 6 5.9 3720 3720 4860 4690 4540 4700 29 C195343 10/19/2018 4.75 5.2 3550 3550 4390 4580 4860 4610 30 C195852 10/29/2018 5 4.5 3880 3880 4510 4190 4560 4420 Average: 4900 #Tests: 30 C;) 5900 W Marginal Way So. CAL?.0 RTLAN E Seattle,WA 98106 Ph#206 764-3075 Certificate of Analysis F#206 764-7176 Source: Nanjing,China We hearby certify that CalPortland(Lot#17-016)Type UII Low Alkali cement meets the standard requirements of ASTM C 150 for Type I and Type II low alkali cement.Additionally CalPortland Type UII Low Alkali cement meets the requirements of AASHTO M-85 for Type UII cement. Following are the chemical and physical testing results of this cement. ASTM C-150 Requirements Chemical Requirements Additional Lot# 17-016 Shikoku Island Type I Type II Results Data Requirements Requirements Limestone Silicon dioxide(Si02) --- --- 20.5 2.0 Aluminum oxide(A1203),max.% --- 6.0 4.1 0.8 Ferric oxide(Fe203),max.% --- 6.0 4.1 0.2 Calcium Oxide(CaO) --- --- 64.4 52.3 Magnesium oxide(MgO),max.% 6.0 6.0 0.8 0.3 Sulfur trioxide(S03),max.% 3.0 3.0 2.7 0.1 Loss on ignition,max.% 3.5 3.5 2.6 Insoluble residue,max.% 1.5 1.5 0.25 Base Alkalies(Na20+0.658 K20),max.% 0.60 0.60 0.48 Cement Tricalcium silicate(C3S)% --- --- 60 62 Dicalcium Silicate(C2S)% --- --- 13 14 Tricalcium aluminate(C3A),max.% --- 8 4 4 Tetracalcium aluminoferrite(C4AF) % --- --- 12 13 %CO2 --- --- 1.5 %CaCO3 in limestone min. 70 70 93.4 %Limestone max. 5.0 5.0 3.5 Physical Requirements Air content of mortar,max.% 12 12 9 Passing 45 um(#325)sieve% --- --- 98.6 Blaine Fineness,min mz/kg 260 260 382 Autoclave expansion,max.% 0.80 0.80 -0.01 Compressive strength psi,Mpa,min. 1 Day psi --- --- 1945 psi Mpa --- --- 13.4 Mpa 3 Day psi 1740 1450 3910 psi Mpa 12 10 27.0 Mpa 7 Day psi 2760 2470 5035 psi Mpa 19 17 34.7 Mpa 28 Day psi ------------- ------------- 02/28 psi Mpa ------------- ------------- #VALUE! Mpa Vicat set in minutes 45 to 375 45 to 375 150 Date Februar}r 18,2017 Director of Techni at Services Pacific NW and Canada Cement Division w ConcreteGrace • • DARAVAIW 1000 Air-entraining admixture (D ASTM C260 Product Description • High cement factor Daravair® 1000 is a liquid air-entraining • Fly ash and slag admixture that provides freeze-thaw • Superplasticizers resistance,yield control, and finishability • Manufactured sands performance across the full range of concrete mix designs. Daravair 1000 is a clean, Performance light-orange product designed to generate Air is incorporated into the concrete by the specification-quality air systems. Based on a mechanics of mixing and stabilized into high-grade saponified rosin formulation, millions of discrete semi-microscopic bubbles Daravair 1000 is chemically similar to in the presence of a specifically designed air- vinsol-based products,but with increased entraining admixture such as Daravair 1000. purity and supply dependability. Daravair These air bubbles act much like flexible ball 1000 weighs approximately 8.5 lbs/gal bearings increasing the mobility, or plasticity (1.02 kg/L). Daravair 1000 does not contain and workability of the concrete.This can intentionally added chloride. permit a reduction in mixing water with no Uses loss of slump. Placeability is improved. Bleeding,plastic shrinkage and segregation Daravair 1000 air-entraining admixture may are minimized. be used wherever the purposeful entrainment of air is required by concrete specifications. Through the purposeful entrainment of air, Daravair 1000 markedly increases the Formulated to perform across the entire spectrum of production mixes,Daravair 1000 durability of concrete to severe exposures particularly to freezing and thawing. It has generates quality, freeze-thaw resistant air systems in concrete conditions that include also demonstrated a remarkable ability to the following: impart resistance to the action of frost and de-icing salts as well as sulfate, sea and • Low slump alkaline waters. • Paving • Central mix • Extruded slip form • Mixes containing hot water and accelerators • Precast Product Advantages • Rapid air build suitable for short mix cycles • Can be used in wide spectrum of �•� mix designs Addition Rates Technical Bulletin TB-0110,Admixture Dispenser Discharge Line Location and There is no standard addition rate for Dara- Sequencing for Concrete Batching Operations vair 1000. The amount to be used will depend for further recommendations. Daravair 1000 upon the amount of air required for job condi- should not be added directly to heated water. tions,usually in the range of 4 to 8%. Typical factors which might influence the amount of Pretesting of the concrete mix should be air-entraining admixture required are temper- performed before use, and as conditions and ature,cement, sand gradation, and the use of materials change in order to assure compati- extra fine materials such as fly ash and bility, and to optimize dosage rates,addition microsilica.Typical Daravair 1000 addition times in the batch sequencing and concrete rates range from 1/2 to 3 fl oz/100 lbs(30 to performance. Please consult your Grace 200 mL/100 kg)of cement. Pretesting of representative for guidance. concrete should be performed to confirm dosage rates required to achieve desired Packaging & Handling concrete performance. Daravair 1000 is available in bulk, delivered The air-entraining capacity of Daravair 1000 by metered tank trucks and in 55 gal(210 L) is usually increased when other concrete drums.Daravair 1000 will freeze at about admixtures are contained in the concrete, 30°F(-1°C)but its air-entraining proper- particularly water-reducing admixtures and ties are completely restored by thawing water-reducing retarders. This may allow up and thorough mechanical agitation. to 2/3 reduction in the amount of Daravair Dispensing Equipment 1000 required. Mix Adjustment A complete line of accurate automatic Entrained air will increase the volume of the dispensing equipment is available. These concrete making it necessary to adjust the mix dispensers can be located to discharge into the proportions to maintain the cement factor and water line,the mixer, or on the sand. yield.This may be accomplished by a reduc- tion in water requirement and aggregate Specifications content. Concrete shall be air entrained concrete, Compatibility with Other containing 4 to 8%entrained air. The air contents in the concrete shall be determined Admixtures and Batch by the pressure method(ASTM Designation Sequencing C231)or volumetric method(ASTM Desig- nation C173).The air-entraining admixture Daravair 1000 is compatible with most Grace shall be a completely neutralized rosin solu- admixtures as long as they are added sepa- tion, such as Daravair 1000, as manufactured rately to the concrete mix. In general,it is by Grace Construction Products, or equal, recommended that Daravair 1000 be added to and comply with Standard Specification for the concrete mix near the beginning of the Air-Entraining Admixtures(ASTM Designa- batch sequence for optimum performance, tion C260). The air-entraining admixture shall preferably by"dribbling"on the sand. Differ- be added at the concrete mixer or batching ent sequencing may be used if local testing plant at approximately 1/2 to 3 fl oz/100 lbs shows better performance. Please see Grace (30 to 200 mL/l00 kg)of cement, or in such quantities as to give the specified air contents. www.graceconstruction.com LU North American Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) Daravair is a registered trademark of W.R.Grace&Co.—Conn. We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the users' consideration,investigation and verification,but we do not warrant the results to be obtained.Please read all statements,recommendations or suggestions in conjunction with our conditions of sale,which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for any use which would infringe any patent or copyright.W.R.Grace&Co.—Conn.,62 Whittemore Avenue,Cambridge,MA 02140. In Canada,Grace Canada,Inc.,294 Clements Road,West,Ajax,Ontario,Canada L1 S 3C6. This product may be covered by patents or patents pending. Copyright 2007.W.R.Grace&Co.—Conn. AIR-7G Printed in U.S.A. 5/09 FA/LVI/1M Grace J 4"9M Concrete Products w ADVAc FLEX High-range water-reducing admixture ASTM C494 Type A and F, and ASTM C1017 Type Product Description Uses • ADVA®FLEX is a revolutionary ADVA FLEX is specifically intended for use •, advancement in time activated where extended workability with minimal polycarboxylate-based high- time of setting extension is desired without ADVA range water reducer technology. compromising plastic or hardened concrete This patent pending,workability properties.ADVA FLEX produces concrete (slump and flow)enhancing admixture may with high slump properties and allows be used as an every day high-range water concrete to be produced with very low reducer or at higher dosage rates it will signif- water/cement ratios while providing the icantly increase the length of slump or flow degree of workability necessary to provide retention.ADVA FLEX is formulated to easy placement and consolidation. comply with the requirements of ASTM C494 Type A and F admixture and ASTM C 1017 Conventional high-range water reducers may Type I plasticizing.ADVA FLEX does not not provide sufficient slump life for applica- contain chloride as a functional ingredient. tions with unpredictable or long ADVA FLEX is manufactured under closely transportation and placement times.As a controlled conditions and formulated for use result, concrete may need to be re-tempered at as received. One gallon weighs approximately a job site to achieve desired workability. 8.9 lbs (1.1 kg/L). Product Advantages • Flexibility to use as a traditional ►, high-range water reducer or a workabil- ity retaining high-range water reducer • Opportunity to better control operational costs by adjusting the slump life retention on an as needed" basis during the initial ' dosage adjustment • Concrete finishes easily without stickiness, spotty setting or tearing • Added at the batch plant for rapid batching • Eliminates the need for re-tempering at the job site �, Addition Rates optimum performance.Different sequencing may be used if local testing shows better Addition rates of ADVA FLEX can vary with performance. Please see Grace Technical the type of application,but may range from Bulletin TB-0110,Admixture Dispenser 4 to 14 oz/100 lbs(260 to 910 mL/100 kg) of Discharge Line Location and Sequencing for cementitious as a conventional high-range Concrete Batching Operations for further water reducer with typical addition rates of recommendations.ADVA FLEX should not 8 to 12 oz/100 lbs(520 to 780 mL/100 kg) as come in contact with any other admixture an extended slump life high-range water before or during batching, even if diluted in reducer.At higher dosage rates, some water mix water. may have to be removed from the mix to maintain plastic concrete cohesion. For Pretesting of the concrete mix should be concrete performance information using performed before use and as conditions and ADVA FLEX,please see Grace Technical materials change in order to assure compati- Bulletin TB-0607,ADVA FLEX. Grace bility with other admixtures, and to optimize strongly recommends pretrial testing the dosage rates, addition times in the batch concrete with ADVA FLEX before production sequencing and concrete performance.For use to optimize dosage rates due to concrete concrete that requires air entrainment,the use materials, ambient conditions and project of an ASTM C260 air-entraining agent(such requirements that change over time. Please as Daravair®or Darex®product lines)is consult your Grace representative for more recommended to provide suitable air void information and assistance. Distribute with parameters for freeze-thaw resistance. Please permission only. consult your Grace representative for guidance. Compatibility with Other Packaging & Handling Admixtures and Batch ADVA FLEX is available in bulk delivered by Sequencing metered trucks, in 275 gal(1040 L) dispos- ADVA FLEX is compatible with most Grace able totes and in 55 gal(208 L)drums. admixtures as long as they are added sepa- ADVA FLEX should be stored at tempera- rately to the concrete mix. However,ADVA tures above 32°F (0°C)and below 120°F products are not recommended for use in (50°C) for proper dispensing and use. It will concrete containing naphthalene-based begin to freeze at 32°F (0°C),but will return admixtures including Daracem® 19 and to full strength after thawing and thorough Daracem 100, and melamine-based admix- agitation. tures including Daracem ML 330 and Daracem 65. In general, it is recommended Dispensing Equipment that ADVA FLEX be added to the concrete mix near the end of the batch sequence for A complete line of accurate, automatic dispensing equipment is available. www.graceconstruction.com LU North American Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) ADVA,the ADVA logo,Daracem,Daravair and Darex are registered trademarks of W.R.Grace&Co.—Conn. We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the users' consideration,investigation and verification,but we do not warrant the results to be obtained.Please read all statements,recommendations or suggestions in conjunction with our conditions of sale,which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for any use which would infringe any patent or copyright.W.R.Grace&Co.—Conn.,62 Whittemore Avenue,Cambridge,MA 02140. In Canada,Grace Canada,Inc.,294 Clements Road,West,Ajax,Ontario,Canada L1 S 3C6. This product may be covered by patents or patents pending. Copyright 2007.W.R.Grace&Co.—Conn. DC-56B Printed in U.S.A. 11/07 FA/LI/1.5M Grace Concrete • • RECOVER" Hydration stabilizer ASTM C494 Type D Product Description to eliminate the need to discharge wash water from the mixer. This allows the wash water Recover®is a ready-to-use to be used as mix water in the next batch of aqueous solution of chemical concrete produced, and prevents the residual =/1= compounds specifically designed plastic concrete from hardening. Stabilization to stabilize the hydration of of up to 96 hours is possible depending on Portland cement concretes. The dosage rate. ingredients are factory pre-mixed in exact proportions under strict quality control to Returned Concrete provide uniform results. One gallon weighs For returned or leftover concrete,Recover is approximately 9.6 lbs(L 15 kg/L). used to prevent plastic concrete from reach- ing initial set. This allows the concrete to be Recover complies with ASTM C494, Specifi- stored in a plastic state and then used when cation for Chemical Admixtures for Concrete, specified or allowed. The use of this concrete as a Type D water reducing and retarding may require the addition of freshly batched admixture. concrete and/or an accelerator such as Uses Daraccel®or PolarSet®. Stabilization of concrete for up to 96 hours is possible Recover is used to stabilize mixer wash water depending on dosage rate. Use prevents the and returned or leftover concrete for extended waste of unused concrete. periods, allowing for use of the materials when specified or allowed. It is also used Set Time Control where controlled extended set of concrete is Recover is also used in situations where a needed. It is the concrete user's responsibility controlled set time extension is required. to determine if leftover,returned or extended- Examples include: extended hauls, large set concrete is specified or allowed. continuous pours or pre-batching of concrete for later use. Wash Water For wash water applications,Recover is used Product Advantages r Eliminates the need to discharge wash water from the mixer I ► Prevents the waste of unused I z�. concrete Provides predictable extended set for continuous placement on mass ` concrete and tremie projects, or on long hauls to remote sites Performance Compatibility with Other Recover stabilizes the hydration process of Admixtures and Batch Portland cement preventing it from reaching Sequencing initial set. This stabilization is not permanent Recover is compatible with most Grace and is controlled by dosage rate. For wash admixtures as long as they are added sepa- water,the Recover treated water is mixed or rately to the concrete mix,usually through the sprayed in a specific manner to thoroughly water holding tank discharge line. In general, coat the interior of the mixer. The water it is recommended that Recover be added to is used as mix water in the next batch of the concrete mix near the end of the batch concrete produced,which then scours the sequence for optimum performance. Different unhardened material from the interior of the sequencing may be used if local testing shows mixer. Stabilization of returned or leftover better performance.Please see Grace Techni- concrete with Recover maintains the plasticity cal Bulletin TB-0110,Admixture Dispenser of the concrete for the desired storage dura- Discharge Line Location and Sequencing for tion. This stabilized concrete then resumes Concrete Batching Operations for further normal hydration when the Recover dosage recommendations. Recover should not come effects subside, or when it is activated by the into contact with any other admixture before addition of fresh concrete and/or an accelera- or during the batching process, even if diluted tor. The result can be concrete with normal plastic and hardened properties. in mix water. Pretesting of the concrete mix should be Addition Rates performed before use, and as conditions and Addition rates of Recover for wash water materials change in order to assure compat- range from 6 to 128 fl oz(180 to 3800 mL) ibility,and to optimize dosage rates, addition per treatment. The amount used will depend times in the batch sequencing and concrete on the specific materials involved,mixer type performance.For concrete that requires air and stabilization period. Addition rates for entrainment,the use of an ASTM C260 air- returned or leftover concrete will range from entraining agent(such as Daravair®or Darex® 3 to 128 fl oz/100 lbs(195 to 8350 mL/100 product lines) is recommended to provide kg)of cement. The amount used will depend suitable air void parameters for freeze-thaw on the specific materials involved, concrete resistance. Please consult your Grace repre- age,temperature conditions and stabilization sentative for guidance. period. For applications requiring set time Packaging & Handling extensions well in excess of 4 hours,Recover may be used at addition ranges from Recover is available in bulk,delivered by 5 to 50 oz/100 lbs(325 to 3260 mL/100 kg) metered tank trucks and 55 gallon(210 L) of cement. For use as a traditional ASTM drums. Recover will freeze,but will return to Type D retarder,Recover may be used at full effectiveness after thawing and thorough addition rates of 2 to 6 oz/100 lbs (130 to mechanical agitation. 390 mL/100 kg)of cement. Proper dosage rate selection can only be achieved through Dispensing Equipment pretesting. Consult your local Grace admix- A complete line of Grace dispensing equip- ture representative. ment is available for Recover. This includes the Reach 360' System which uses an inno- vative spray wand technology to simplify wash water procedures. www.graceconstruction.com North American Customer Service: 1-877-4AD-MM (1-877-423-6491) Recover,Daraccel,PolarSet,Daravair and Darex are registered trademarks and Reach 360 is a trademark of W.R. Grace&Co.—Conn. We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the users'consideration,investigation and verification,but we do not warrant the results to be obtained.Please read all statements,recommendations or suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for any use which would infringe any patent or copyright.W.R.Grace&Co.—Conn.,62 Whittemore Avenue,Cambridge,MA 02140. In Canada,Grace Canada,Inc.,294 Clements Road,West,Ajax,Ontario,Canada L1S 3C6. U.S.Patent Nos.4964917;5203919;5427617 and corresponding patents outside of the United States. Copyright 2013. W.R.Grace&Co.—Conn. Recover-5J Printed in U.S.A. 12/13 GCS/PDF GRACE Grace Concrete • • ZYLA° 630 Water-reducing admixture ASTM C494 Type A & D Product Description ZYLA 630 meets the requirements ofSpecifi- cation for Chemical Admixtures for Concrete, ZYLA®630 water-reducing ASTM Designation C494 as a Type A&D admixture is a proprietary admixture. Please consult your Grace ZYLAformulation incorporating representative for guidance on the ZYLA highly purified specialty product line. organic chemicals. ZYLA 630 promotes more complete hydration of Portland cement and Uses has no effect on concrete air entrainment. The ZYLA product line of water reducers is ZYLA 630 is used to produce concrete mixes specially formulated to have a synergistic with lower water content(typically 3%to effect with polycarboxylate-based mid-range 10%reduction), greater plasticity and higher and high-range water reducers that improve compressive strengths. ZYLA 630 is suitable flat-work finishability.This product contains for normal weight and light weight concrete in no intentionally added chloride and as such is ready-mix,precast and prestressed applications. essentially chloride free. It is manufactured under rigid controls that provide uniform, F i n i s h a b i l i ty predictable performance.ZYLA 630 is The unique chemistry of ZYLA 630 posi- supplied as a light brown, low viscosity tively impacts the finishability of concrete by liquid, and is ready-to-use as received. One providing a creamier and more homogenous gallon weighs approximately 9.1 lbs(1.1 kg/L), texture,with more uniform and increased bleed rate relative to traditional lignin-based water reducers. The influence of ZYLA 630 Product Advantages on the finishability of lean mixes has been particularly noticeable. Floating and trowel- • No impact on concrete air content ing,by machine or hand, imparts a smooth, • Better control of water reduction close tolerance surface. and setting times as compared to Addition Rates traditional lignin-based water reducers • Synergistic performance of The addition rate range of 3 to 5 fl oz/100lbs (195 to 325 mL/100 kg) of cement or polycarboxylate-based mid-range cementitious is typical for most applications. and high-range water reducers, However addition rates of to 7 fl oz/100 lbs which include water reduction, (130 to 455 mL/100 kg) of cement or concrete strength and air control cementitious may be used if local testing • In the hardened state, improves the shows acceptable performance. Pretesting is compressive and flexural strengths at required to determine the appropriate addition all ages of concrete versus traditional rate for desired performance. The optimum lignin-based water reducers addition rate depends on the other concrete mixture components,job conditions, and desired performance characteristics. Compatibility with Other Packaging & Handling Admixtures and Batch ZYLA 630 is available in bulk, delivered by Sequencing metered tank trucks, in 275 gal(1,040 L) ZYLA 630 is compatible with most Grace totes,and in 55 gal(210 L)drums. It will admixtures as long as they are added sepa- freeze at about 28°F(-2°C),but will be rately to the concrete mix,usually through the completely uniform after thawing and water holding tank discharge line. In general, thorough agitation. it is recommended that ZYLA 630 be added Dispensing Equipment to the concrete mix near the end of the batch sequence for optimum performance. Different A complete line of accurate, automatic sequencing may be used if local testing shows dispensing equipment is available. ZYLA 630 better performance. Please see Grace Techni- may be introduced to the mix through the cal Bulletin TB-0110,Admixture Dispenser water holding tank discharge line. Discharge Line Location and Sequencing for The ZYLA product line is formulated to be Concrete Batching Operations for further free of sediment. recommendations. ZYLA 630 should not come in contact with any other admixture Specifications before or during the batching process, even if diluted in mix water. Concrete shall be designed in accordance with Standard Recommended Practice for Pretesting of the concrete mix should be Selecting Proportions for Concrete,ACI 211. performed before use, and as conditions and materials change in order to assure compati- The water-reducing admixture shall be ZYLA bility, and to optimize dosage rates, addition 630, as manufactured by Grace Construction times in the batch sequencing and concrete Products, or equal. The admixture shall not performance. For concrete that requires air contain calcium chloride as a functional entrainment,the use of an ASTM C260 air- ingredient. ZYLA 630 will not promote corro- entraining agent(such as Daravair®or Darex® sion of reinforcing steel embedded in product lines) is recommended to provide concrete. It shall be used in strict accordance suitable air void parameters for freeze-thaw with the manufacturers'recommendations. resistance. Please consult your Grace repre- The admixture shall comply with ASTM sentative for guidance. Designation C494,Type A&D water-reduc- ing admixtures. Certification of compliance shall be made available on request. The admixture shall be delivered as a ready- to-use liquid product and shall require no mixing at the batching plant or job site. www.graceconstruction.com North American Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) ZYLA,Daravair and Darex are registered trademarks of W.R.Grace&Co.—Conn. We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the users'consideration,investigation and verification,but we do not warrant the results to be obtained.Please read all statements,recommendations or suggestions in conjunction with our conditions of sale,which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for any use which would infringe any patent or copyright.W.R.Grace&Co.—Conn.,62 Whittemore Avenue,Cambridge,MA 02140. In Canada,Grace Canada,Inc.,294 Clements Road,West,Ajax,Ontario,Canada L1S 3C6. This product may be covered by patents or patents pending. Copyright 2013.W.R.Grace&Co.—Conn. ZYLA-630B Printed in U.S.A. 03/13 FA/PDF GMCkE SmokeyPointConcrete.com �}y ��■ .LLi: _, 23315 Dike Road • Arlington,Washington.98223 • f360)435-5791 • Fax(360)435-3526 CPC Materials Inc r SkagitReadymmcom Skagit County ■ (360)424-6970 ■ Fax(360)856-0429 Submittal# 07092019GD2 Date: 7/9/2019 Customer: Henden Electric Project Arlington Airport SPC/SRM is pleased to submit the following concrete mixes for the above referenced project: Mix ID Mix Description Usage 0160AP 6SK 7/8 AEA WRA 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN 0 NO MIX DESIGN The enclosed concrete mix designs have been proportioned in accordance with the requirements of ACI 318,301 or 211 project specifications provided by the customer;or by a customer specific request.These mix designs will be produced in conformance with applicable codes and specifications(ASTM,AASHTO,and/or WSDOT). The concrete as delivered will meet or exceed the design strength specified on the concrete mix design submittal when sampled at the end of the truck chute. SPC/SRM cannot control and therefore cannot be responsible for the plastic and hardening properties beyond the point of discharge from the ready mix truck SPC/SRM has no knowledge or authority regarding where this concrete mix is to be placed or its intended application. It is the customer's responsibility to ensure that the correct/approved mix design is ordered for the project and application. It is the customer's responsibility to verify the pumpability of each concrete mix design with the pump company. It is the customer's responsibility to purchase/order temperature control measures,accelerator,retarder, high/low range water reducer as needed to meet project specifications. Should the customer choose not to purchase temperature control measures,the customer shall assume all liability for rejected concrete due to non-compliant concrete temperature. Upon approval,kindly return a copy of the approved submittal to SPC/SRM. In accordance to ASTM C-94,SPC/SRM requests to be included on the districution list for all the concrete test reports. Please forwards all test reports to the below email address. Respectfully, ��U 5 1 neh Gustavo Davila gdavila@smokeypointconcrete.com Quality Control Manager r SmokeyPointConcrete.corn I I 23315 Dike Road - Arlington,Washington 98223 • (360)435-5791 • Fax(360)435-3526 CPC Materials Inc SkagrtReadymix.com •� ' I .(L Skagit County • (360)424-6970 • Fax(360)856-0429 STATEMENT OF MIX DESIGN FOR CONCRETE Mix Design Number: 0160AP Submittal# 07092019GD2 Mix Description: 6SK 7/8 AEA WRA W/C Ratio Design: 0.43 Plant(s): 603 SPC Slump: 3"-6" Specified Strength 4000 PSI Air Design: 5% Specified Usage: One Cubic Yard Mix Design Proportions (SSD) Material Type Description Standard Design Quantity Cement Silo 1 C 150 564 lb Fly Ash 0 C618 0 lb Coarse Agg RM Rock C33/AASHTO#57 1580 lb Coarse Agg Pea Gravel C33/AASHTO#8 200 lb Fine Agg RM Sand C33/CLASS 2 1375 lb Admixture AEA C494 1/2 to 3 oz/cwt Admixture WRA C494 3 to 5 oz/cwt Water Water C1602 29 Gal Aggregate Gradations Sieve Size No. 57 No.8 Class 2 Combined 2" 100 100 100 100 1 1/2" 100 100 100 100 1" 99 100 100 99 3/4" 79 100 100 90 1/2" 27 100 100 64 3/8" 8 85 100 53 N o.4 1 17 100 45 No.8 0 1.5 92 40 No.16 0 1 73 32 N o.30 0 0 47 20 N o.50 0 0 21 9 N o.100 0 0 6 3 N o.200 0 0 1 0 Additional Comments: This mix has been proportioned in accordance with ACI 211,301&318.Customer is responsible for verifying pumpability of each mix design with pump company.SPC/SRM cannot be responsible for the plastic properties of concrete beyond the end of the chute. Specified usage is based on specifications provided to Smokey Point Concrete at time of review. SPC/SRM may make adjustments to the admixture dosage to meet changes in project site demands. It is the customer's responsibility to ensure the proper mix design is ordered and placed for the intended application Smokey Point Concrete CONCRETE QUALITY CONTROL REPORT PROJECTS: Various Smokey Point Concrete Projects MIX: 0160AP SUPPLIER: Smokey Point Concrete CEMENT:Type 1 II FC: 4000 PSI Compressive Strength # Lab Report Cast date Slump Air 7Day 7-Day Avg. 28-Day 28-Day 28-Day 28-Day 28-Day Avg. 1 09618111CRI 4/27/2018 4 5.5 4090 4090 5350 5600 5550 5390 5470 2 09618121CR1 8/21/2018 4.5 5.1 3200 3200 4050 4190 4140 4130 3 CB001 1/3 4/2/2018 3.5 3.6 4880 4880 6260 6270 6380 6300 4 CB001 2/3 4/2/2018 5.5 5 4130 4130 5260 5280 5570 5370 5 CB001 3/3 4/2/2018 4.25 4.4 4330 4330 5580 5910 5950 5810 6 CB002 1/2 4/24/2018 4.5 4 3300 3300 3810 4040 4070 3970 7 CB002 2/2 4/24/2018 3.5 5.3 3430 3430 4440 4510 4320 4420 8 CB003 1/2 5/11/2018 4.75 5.5 3860 3860 4960 4440 4900 4770 9 CB003 2/2 5/11/2018 6.5 6.8 3310 3310 3830 3920 4010 3920 10 WC0011/3 7/3/2018 4.5 4.6 3800 3800 4420 4370 4880 4560 11 WC001 3/3 7/3/2018 5 5 3710 3710 5050 4780 4950 4930 12 CB004 7/19/2018 4.5 5.3 3620 3620 4520 4350 4440 13 CB005 7/25/2018 5.75 7 3590 3590 4260 4140 4620 4340 14 59601 10/27/2018 4.5 4000 4000 5280 5390 5340 5360 5340 15 CB006 8/16/2018 5.5 5 4420 4420 4700 5000 5080 4930 16 CB002 8/22/2018 8.25 5.9 3530 3530 4390 4530 4280 4400 17 CB014 9/14/2018 5 4.6 4530 4530 5440 5610 5130 5390 18 CB015 9/19/2018 4.5 4.5 4370 4370 5170 5290 5060 5170 19 CB017 9/25/2018 3.25 5.4 4360 4360 5740 5420 5530 5560 20 CB021 10/4/2018 5.5 4.7 3870 3870 4320 4300 4050 4220 21 CB022 10/4/2018 5 4560 4560 5570 5620 5530 5570 22 CB024 10/10/2018 6 6.5 4150 4150 5490 5330 5750 5520 23 CB037 11/6/2018 4.5 4.8 4970 4970 5550 5930 5390 5620 24 CB044 11/30/2018 6.5 6.4 3680 3680 4620 4520 4450 4530 25 CB048 12/12/2018 6.25 6 3390 3390 4490 4840 4560 4630 26 C194786 10/10/2018 6 5.6 4040 4040 4830 4750 4930 4840 27 C197661 12/6/2018 4.25 5 4660 4660 5410 4950 5020 5130 28 C194276 10/3/2018 6 5.9 3720 3720 4860 4690 4540 4700 29 C195343 10/19/2018 4.75 5.2 3550 3550 4390 4580 4860 4610 30 C195852 10/29/2018 5 4.5 3880 3880 4510 4190 4560 4420 Average: 4900 #Tests: 30 C;) 5900 W Marginal Way So. CAL?.0 RTLAN E Seattle,WA 98106 Ph#206 764-3075 Certificate of Analysis F#206 764-7176 Source: Nanjing,China We hearby certify that CalPortland(Lot#17-016)Type UII Low Alkali cement meets the standard requirements of ASTM C 150 for Type I and Type II low alkali cement.Additionally CalPortland Type UII Low Alkali cement meets the requirements of AASHTO M-85 for Type UII cement. Following are the chemical and physical testing results of this cement. ASTM C-150 Requirements Chemical Requirements Additional Lot# 17-016 Shikoku Island Type I Type II Results Data Requirements Requirements Limestone Silicon dioxide(Si02) --- --- 20.5 2.0 Aluminum oxide(A1203),max.% --- 6.0 4.1 0.8 Ferric oxide(Fe203),max.% --- 6.0 4.1 0.2 Calcium Oxide(CaO) --- --- 64.4 52.3 Magnesium oxide(MgO),max.% 6.0 6.0 0.8 0.3 Sulfur trioxide(S03),max.% 3.0 3.0 2.7 0.1 Loss on ignition,max.% 3.5 3.5 2.6 Insoluble residue,max.% 1.5 1.5 0.25 Base Alkalies(Na20+0.658 K20),max.% 0.60 0.60 0.48 Cement Tricalcium silicate(C3S)% --- --- 60 62 Dicalcium Silicate(C2S)% --- --- 13 14 Tricalcium aluminate(C3A),max.% --- 8 4 4 Tetracalcium aluminoferrite(C4AF) % --- --- 12 13 %CO2 --- --- 1.5 %CaCO3 in limestone min. 70 70 93.4 %Limestone max. 5.0 5.0 3.5 Physical Requirements Air content of mortar,max.% 12 12 9 Passing 45 um(#325)sieve% --- --- 98.6 Blaine Fineness,min mz/kg 260 260 382 Autoclave expansion,max.% 0.80 0.80 -0.01 Compressive strength psi,Mpa,min. 1 Day psi --- --- 1945 psi Mpa --- --- 13.4 Mpa 3 Day psi 1740 1450 3910 psi Mpa 12 10 27.0 Mpa 7 Day psi 2760 2470 5035 psi Mpa 19 17 34.7 Mpa 28 Day psi ------------- ------------- 02/28 psi Mpa ------------- ------------- #VALUE! Mpa Vicat set in minutes 45 to 375 45 to 375 150 Date Februar}r 18,2017 Director of Techni at Services Pacific NW and Canada Cement Division w ConcreteGrace • • DARAVAIW 1000 Air-entraining admixture (D ASTM C260 Product Description • High cement factor Daravair® 1000 is a liquid air-entraining • Fly ash and slag admixture that provides freeze-thaw • Superplasticizers resistance,yield control, and finishability • Manufactured sands performance across the full range of concrete mix designs. Daravair 1000 is a clean, Performance light-orange product designed to generate Air is incorporated into the concrete by the specification-quality air systems. Based on a mechanics of mixing and stabilized into high-grade saponified rosin formulation, millions of discrete semi-microscopic bubbles Daravair 1000 is chemically similar to in the presence of a specifically designed air- vinsol-based products,but with increased entraining admixture such as Daravair 1000. purity and supply dependability. Daravair These air bubbles act much like flexible ball 1000 weighs approximately 8.5 lbs/gal bearings increasing the mobility, or plasticity (1.02 kg/L). Daravair 1000 does not contain and workability of the concrete.This can intentionally added chloride. permit a reduction in mixing water with no Uses loss of slump. Placeability is improved. Bleeding,plastic shrinkage and segregation Daravair 1000 air-entraining admixture may are minimized. be used wherever the purposeful entrainment of air is required by concrete specifications. Through the purposeful entrainment of air, Daravair 1000 markedly increases the Formulated to perform across the entire spectrum of production mixes,Daravair 1000 durability of concrete to severe exposures particularly to freezing and thawing. It has generates quality, freeze-thaw resistant air systems in concrete conditions that include also demonstrated a remarkable ability to the following: impart resistance to the action of frost and de-icing salts as well as sulfate, sea and • Low slump alkaline waters. • Paving • Central mix • Extruded slip form • Mixes containing hot water and accelerators • Precast Product Advantages • Rapid air build suitable for short mix cycles • Can be used in wide spectrum of �•� mix designs Addition Rates Technical Bulletin TB-0110,Admixture Dispenser Discharge Line Location and There is no standard addition rate for Dara- Sequencing for Concrete Batching Operations vair 1000. The amount to be used will depend for further recommendations. Daravair 1000 upon the amount of air required for job condi- should not be added directly to heated water. tions,usually in the range of 4 to 8%. Typical factors which might influence the amount of Pretesting of the concrete mix should be air-entraining admixture required are temper- performed before use, and as conditions and ature,cement, sand gradation, and the use of materials change in order to assure compati- extra fine materials such as fly ash and bility, and to optimize dosage rates,addition microsilica.Typical Daravair 1000 addition times in the batch sequencing and concrete rates range from 1/2 to 3 fl oz/100 lbs(30 to performance. Please consult your Grace 200 mL/100 kg)of cement. Pretesting of representative for guidance. concrete should be performed to confirm dosage rates required to achieve desired Packaging & Handling concrete performance. Daravair 1000 is available in bulk, delivered The air-entraining capacity of Daravair 1000 by metered tank trucks and in 55 gal(210 L) is usually increased when other concrete drums.Daravair 1000 will freeze at about admixtures are contained in the concrete, 30°F(-1°C)but its air-entraining proper- particularly water-reducing admixtures and ties are completely restored by thawing water-reducing retarders. This may allow up and thorough mechanical agitation. to 2/3 reduction in the amount of Daravair Dispensing Equipment 1000 required. Mix Adjustment A complete line of accurate automatic Entrained air will increase the volume of the dispensing equipment is available. These concrete making it necessary to adjust the mix dispensers can be located to discharge into the proportions to maintain the cement factor and water line,the mixer, or on the sand. yield.This may be accomplished by a reduc- tion in water requirement and aggregate Specifications content. Concrete shall be air entrained concrete, Compatibility with Other containing 4 to 8%entrained air. The air contents in the concrete shall be determined Admixtures and Batch by the pressure method(ASTM Designation Sequencing C231)or volumetric method(ASTM Desig- nation C173).The air-entraining admixture Daravair 1000 is compatible with most Grace shall be a completely neutralized rosin solu- admixtures as long as they are added sepa- tion, such as Daravair 1000, as manufactured rately to the concrete mix. In general,it is by Grace Construction Products, or equal, recommended that Daravair 1000 be added to and comply with Standard Specification for the concrete mix near the beginning of the Air-Entraining Admixtures(ASTM Designa- batch sequence for optimum performance, tion C260). The air-entraining admixture shall preferably by"dribbling"on the sand. Differ- be added at the concrete mixer or batching ent sequencing may be used if local testing plant at approximately 1/2 to 3 fl oz/100 lbs shows better performance. Please see Grace (30 to 200 mL/l00 kg)of cement, or in such quantities as to give the specified air contents. www.graceconstruction.com LU North American Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) Daravair is a registered trademark of W.R.Grace&Co.—Conn. We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the users' consideration,investigation and verification,but we do not warrant the results to be obtained.Please read all statements,recommendations or suggestions in conjunction with our conditions of sale,which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for any use which would infringe any patent or copyright.W.R.Grace&Co.—Conn.,62 Whittemore Avenue,Cambridge,MA 02140. In Canada,Grace Canada,Inc.,294 Clements Road,West,Ajax,Ontario,Canada L1 S 3C6. This product may be covered by patents or patents pending. Copyright 2007.W.R.Grace&Co.—Conn. AIR-7G Printed in U.S.A. 5/09 FA/LVI/1M Grace J 4"9M Concrete Products w ADVAc FLEX High-range water-reducing admixture ASTM C494 Type A and F, and ASTM C1017 Type Product Description Uses • ADVA®FLEX is a revolutionary ADVA FLEX is specifically intended for use •, advancement in time activated where extended workability with minimal polycarboxylate-based high- time of setting extension is desired without ADVA range water reducer technology. compromising plastic or hardened concrete This patent pending,workability properties.ADVA FLEX produces concrete (slump and flow)enhancing admixture may with high slump properties and allows be used as an every day high-range water concrete to be produced with very low reducer or at higher dosage rates it will signif- water/cement ratios while providing the icantly increase the length of slump or flow degree of workability necessary to provide retention.ADVA FLEX is formulated to easy placement and consolidation. comply with the requirements of ASTM C494 Type A and F admixture and ASTM C 1017 Conventional high-range water reducers may Type I plasticizing.ADVA FLEX does not not provide sufficient slump life for applica- contain chloride as a functional ingredient. tions with unpredictable or long ADVA FLEX is manufactured under closely transportation and placement times.As a controlled conditions and formulated for use result, concrete may need to be re-tempered at as received. One gallon weighs approximately a job site to achieve desired workability. 8.9 lbs (1.1 kg/L). Product Advantages • Flexibility to use as a traditional ►, high-range water reducer or a workabil- ity retaining high-range water reducer • Opportunity to better control operational costs by adjusting the slump life retention on an as needed" basis during the initial ' dosage adjustment • Concrete finishes easily without stickiness, spotty setting or tearing • Added at the batch plant for rapid batching • Eliminates the need for re-tempering at the job site �, Addition Rates optimum performance.Different sequencing may be used if local testing shows better Addition rates of ADVA FLEX can vary with performance. Please see Grace Technical the type of application,but may range from Bulletin TB-0110,Admixture Dispenser 4 to 14 oz/100 lbs(260 to 910 mL/100 kg) of Discharge Line Location and Sequencing for cementitious as a conventional high-range Concrete Batching Operations for further water reducer with typical addition rates of recommendations.ADVA FLEX should not 8 to 12 oz/100 lbs(520 to 780 mL/100 kg) as come in contact with any other admixture an extended slump life high-range water before or during batching, even if diluted in reducer.At higher dosage rates, some water mix water. may have to be removed from the mix to maintain plastic concrete cohesion. For Pretesting of the concrete mix should be concrete performance information using performed before use and as conditions and ADVA FLEX,please see Grace Technical materials change in order to assure compati- Bulletin TB-0607,ADVA FLEX. Grace bility with other admixtures, and to optimize strongly recommends pretrial testing the dosage rates, addition times in the batch concrete with ADVA FLEX before production sequencing and concrete performance.For use to optimize dosage rates due to concrete concrete that requires air entrainment,the use materials, ambient conditions and project of an ASTM C260 air-entraining agent(such requirements that change over time. Please as Daravair®or Darex®product lines)is consult your Grace representative for more recommended to provide suitable air void information and assistance. Distribute with parameters for freeze-thaw resistance. Please permission only. consult your Grace representative for guidance. Compatibility with Other Packaging & Handling Admixtures and Batch ADVA FLEX is available in bulk delivered by Sequencing metered trucks, in 275 gal(1040 L) dispos- ADVA FLEX is compatible with most Grace able totes and in 55 gal(208 L)drums. admixtures as long as they are added sepa- ADVA FLEX should be stored at tempera- rately to the concrete mix. However,ADVA tures above 32°F (0°C)and below 120°F products are not recommended for use in (50°C) for proper dispensing and use. It will concrete containing naphthalene-based begin to freeze at 32°F (0°C),but will return admixtures including Daracem® 19 and to full strength after thawing and thorough Daracem 100, and melamine-based admix- agitation. tures including Daracem ML 330 and Daracem 65. In general, it is recommended Dispensing Equipment that ADVA FLEX be added to the concrete mix near the end of the batch sequence for A complete line of accurate, automatic dispensing equipment is available. www.graceconstruction.com LU North American Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) ADVA,the ADVA logo,Daracem,Daravair and Darex are registered trademarks of W.R.Grace&Co.—Conn. We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the users' consideration,investigation and verification,but we do not warrant the results to be obtained.Please read all statements,recommendations or suggestions in conjunction with our conditions of sale,which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for any use which would infringe any patent or copyright.W.R.Grace&Co.—Conn.,62 Whittemore Avenue,Cambridge,MA 02140. In Canada,Grace Canada,Inc.,294 Clements Road,West,Ajax,Ontario,Canada L1 S 3C6. This product may be covered by patents or patents pending. Copyright 2007.W.R.Grace&Co.—Conn. DC-56B Printed in U.S.A. 11/07 FA/LI/1.5M Grace Concrete • • RECOVER" Hydration stabilizer ASTM C494 Type D Product Description to eliminate the need to discharge wash water from the mixer. This allows the wash water Recover®is a ready-to-use to be used as mix water in the next batch of aqueous solution of chemical concrete produced, and prevents the residual =/1= compounds specifically designed plastic concrete from hardening. Stabilization to stabilize the hydration of of up to 96 hours is possible depending on Portland cement concretes. The dosage rate. ingredients are factory pre-mixed in exact proportions under strict quality control to Returned Concrete provide uniform results. One gallon weighs For returned or leftover concrete,Recover is approximately 9.6 lbs(L 15 kg/L). used to prevent plastic concrete from reach- ing initial set. This allows the concrete to be Recover complies with ASTM C494, Specifi- stored in a plastic state and then used when cation for Chemical Admixtures for Concrete, specified or allowed. The use of this concrete as a Type D water reducing and retarding may require the addition of freshly batched admixture. concrete and/or an accelerator such as Uses Daraccel®or PolarSet®. Stabilization of concrete for up to 96 hours is possible Recover is used to stabilize mixer wash water depending on dosage rate. Use prevents the and returned or leftover concrete for extended waste of unused concrete. periods, allowing for use of the materials when specified or allowed. It is also used Set Time Control where controlled extended set of concrete is Recover is also used in situations where a needed. It is the concrete user's responsibility controlled set time extension is required. to determine if leftover,returned or extended- Examples include: extended hauls, large set concrete is specified or allowed. continuous pours or pre-batching of concrete for later use. Wash Water For wash water applications,Recover is used Product Advantages r Eliminates the need to discharge wash water from the mixer I ► Prevents the waste of unused I z�. concrete Provides predictable extended set for continuous placement on mass ` concrete and tremie projects, or on long hauls to remote sites Performance Compatibility with Other Recover stabilizes the hydration process of Admixtures and Batch Portland cement preventing it from reaching Sequencing initial set. This stabilization is not permanent Recover is compatible with most Grace and is controlled by dosage rate. For wash admixtures as long as they are added sepa- water,the Recover treated water is mixed or rately to the concrete mix,usually through the sprayed in a specific manner to thoroughly water holding tank discharge line. In general, coat the interior of the mixer. The water it is recommended that Recover be added to is used as mix water in the next batch of the concrete mix near the end of the batch concrete produced,which then scours the sequence for optimum performance. Different unhardened material from the interior of the sequencing may be used if local testing shows mixer. Stabilization of returned or leftover better performance.Please see Grace Techni- concrete with Recover maintains the plasticity cal Bulletin TB-0110,Admixture Dispenser of the concrete for the desired storage dura- Discharge Line Location and Sequencing for tion. This stabilized concrete then resumes Concrete Batching Operations for further normal hydration when the Recover dosage recommendations. Recover should not come effects subside, or when it is activated by the into contact with any other admixture before addition of fresh concrete and/or an accelera- or during the batching process, even if diluted tor. The result can be concrete with normal plastic and hardened properties. in mix water. Pretesting of the concrete mix should be Addition Rates performed before use, and as conditions and Addition rates of Recover for wash water materials change in order to assure compat- range from 6 to 128 fl oz(180 to 3800 mL) ibility,and to optimize dosage rates, addition per treatment. The amount used will depend times in the batch sequencing and concrete on the specific materials involved,mixer type performance.For concrete that requires air and stabilization period. Addition rates for entrainment,the use of an ASTM C260 air- returned or leftover concrete will range from entraining agent(such as Daravair®or Darex® 3 to 128 fl oz/100 lbs(195 to 8350 mL/100 product lines) is recommended to provide kg)of cement. The amount used will depend suitable air void parameters for freeze-thaw on the specific materials involved, concrete resistance. Please consult your Grace repre- age,temperature conditions and stabilization sentative for guidance. period. For applications requiring set time Packaging & Handling extensions well in excess of 4 hours,Recover may be used at addition ranges from Recover is available in bulk,delivered by 5 to 50 oz/100 lbs(325 to 3260 mL/100 kg) metered tank trucks and 55 gallon(210 L) of cement. For use as a traditional ASTM drums. Recover will freeze,but will return to Type D retarder,Recover may be used at full effectiveness after thawing and thorough addition rates of 2 to 6 oz/100 lbs (130 to mechanical agitation. 390 mL/100 kg)of cement. Proper dosage rate selection can only be achieved through Dispensing Equipment pretesting. Consult your local Grace admix- A complete line of Grace dispensing equip- ture representative. ment is available for Recover. This includes the Reach 360' System which uses an inno- vative spray wand technology to simplify wash water procedures. www.graceconstruction.com North American Customer Service: 1-877-4AD-MM (1-877-423-6491) Recover,Daraccel,PolarSet,Daravair and Darex are registered trademarks and Reach 360 is a trademark of W.R. Grace&Co.—Conn. We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the users'consideration,investigation and verification,but we do not warrant the results to be obtained.Please read all statements,recommendations or suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for any use which would infringe any patent or copyright.W.R.Grace&Co.—Conn.,62 Whittemore Avenue,Cambridge,MA 02140. In Canada,Grace Canada,Inc.,294 Clements Road,West,Ajax,Ontario,Canada L1S 3C6. U.S.Patent Nos.4964917;5203919;5427617 and corresponding patents outside of the United States. Copyright 2013. W.R.Grace&Co.—Conn. Recover-5J Printed in U.S.A. 12/13 GCS/PDF GRACE Grace Concrete • • ZYLA° 630 Water-reducing admixture ASTM C494 Type A & D Product Description ZYLA 630 meets the requirements ofSpecifi- cation for Chemical Admixtures for Concrete, ZYLA®630 water-reducing ASTM Designation C494 as a Type A&D admixture is a proprietary admixture. Please consult your Grace ZYLAformulation incorporating representative for guidance on the ZYLA highly purified specialty product line. organic chemicals. ZYLA 630 promotes more complete hydration of Portland cement and Uses has no effect on concrete air entrainment. The ZYLA product line of water reducers is ZYLA 630 is used to produce concrete mixes specially formulated to have a synergistic with lower water content(typically 3%to effect with polycarboxylate-based mid-range 10%reduction), greater plasticity and higher and high-range water reducers that improve compressive strengths. ZYLA 630 is suitable flat-work finishability.This product contains for normal weight and light weight concrete in no intentionally added chloride and as such is ready-mix,precast and prestressed applications. essentially chloride free. It is manufactured under rigid controls that provide uniform, F i n i s h a b i l i ty predictable performance.ZYLA 630 is The unique chemistry of ZYLA 630 posi- supplied as a light brown, low viscosity tively impacts the finishability of concrete by liquid, and is ready-to-use as received. One providing a creamier and more homogenous gallon weighs approximately 9.1 lbs(1.1 kg/L), texture,with more uniform and increased bleed rate relative to traditional lignin-based water reducers. The influence of ZYLA 630 Product Advantages on the finishability of lean mixes has been particularly noticeable. Floating and trowel- • No impact on concrete air content ing,by machine or hand, imparts a smooth, • Better control of water reduction close tolerance surface. and setting times as compared to Addition Rates traditional lignin-based water reducers • Synergistic performance of The addition rate range of 3 to 5 fl oz/100lbs (195 to 325 mL/100 kg) of cement or polycarboxylate-based mid-range cementitious is typical for most applications. and high-range water reducers, However addition rates of to 7 fl oz/100 lbs which include water reduction, (130 to 455 mL/100 kg) of cement or concrete strength and air control cementitious may be used if local testing • In the hardened state, improves the shows acceptable performance. Pretesting is compressive and flexural strengths at required to determine the appropriate addition all ages of concrete versus traditional rate for desired performance. The optimum lignin-based water reducers addition rate depends on the other concrete mixture components,job conditions, and desired performance characteristics. Compatibility with Other Packaging & Handling Admixtures and Batch ZYLA 630 is available in bulk, delivered by Sequencing metered tank trucks, in 275 gal(1,040 L) ZYLA 630 is compatible with most Grace totes,and in 55 gal(210 L)drums. It will admixtures as long as they are added sepa- freeze at about 28°F(-2°C),but will be rately to the concrete mix,usually through the completely uniform after thawing and water holding tank discharge line. In general, thorough agitation. it is recommended that ZYLA 630 be added Dispensing Equipment to the concrete mix near the end of the batch sequence for optimum performance. Different A complete line of accurate, automatic sequencing may be used if local testing shows dispensing equipment is available. ZYLA 630 better performance. Please see Grace Techni- may be introduced to the mix through the cal Bulletin TB-0110,Admixture Dispenser water holding tank discharge line. Discharge Line Location and Sequencing for The ZYLA product line is formulated to be Concrete Batching Operations for further free of sediment. recommendations. ZYLA 630 should not come in contact with any other admixture Specifications before or during the batching process, even if diluted in mix water. Concrete shall be designed in accordance with Standard Recommended Practice for Pretesting of the concrete mix should be Selecting Proportions for Concrete,ACI 211. performed before use, and as conditions and materials change in order to assure compati- The water-reducing admixture shall be ZYLA bility, and to optimize dosage rates, addition 630, as manufactured by Grace Construction times in the batch sequencing and concrete Products, or equal. The admixture shall not performance. For concrete that requires air contain calcium chloride as a functional entrainment,the use of an ASTM C260 air- ingredient. ZYLA 630 will not promote corro- entraining agent(such as Daravair®or Darex® sion of reinforcing steel embedded in product lines) is recommended to provide concrete. It shall be used in strict accordance suitable air void parameters for freeze-thaw with the manufacturers'recommendations. resistance. Please consult your Grace repre- The admixture shall comply with ASTM sentative for guidance. Designation C494,Type A&D water-reduc- ing admixtures. Certification of compliance shall be made available on request. The admixture shall be delivered as a ready- to-use liquid product and shall require no mixing at the batching plant or job site. www.graceconstruction.com North American Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) ZYLA,Daravair and Darex are registered trademarks of W.R.Grace&Co.—Conn. We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the users'consideration,investigation and verification,but we do not warrant the results to be obtained.Please read all statements,recommendations or suggestions in conjunction with our conditions of sale,which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for any use which would infringe any patent or copyright.W.R.Grace&Co.—Conn.,62 Whittemore Avenue,Cambridge,MA 02140. In Canada,Grace Canada,Inc.,294 Clements Road,West,Ajax,Ontario,Canada L1S 3C6. This product may be covered by patents or patents pending. Copyright 2013.W.R.Grace&Co.—Conn. ZYLA-630B Printed in U.S.A. 03/13 FA/PDF GMCkE