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4010 172nd St Ne_BLD450_2026
I 6 � Permit Information Date 8/13/2014 Permit Number 450 Project Name Walmart Racking Relay Applicant Name Harrison French&Associates Applicant Address 1705 S.Walton Blvd,Suite 3 City,State,Zip Bentonville,AR 72712 Contact Brittany Lew is Phone 479-273-7780 x281 Email brittany.lewis@hfa-ae.com Permit Type Commercial Alteration Site Address 4010 172nd St NE Valuation 8000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Relocate/Add Racking on Sales Floor Assigned To An-y Rusko Property Information Owner Information Parcel* 00930300000301 WAL-MART STORES INC WAL-MART STORES INC PO BOX 8050 MIS 0555 4010 172nd Street NE BENTONVILLE,AR72712-8050 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Harrison French&Associates Brittany Lew is 79-273-7780 x281 brittany.lew is@hfa-ae.com APPLICANT TBD Review Date Type Descroan I Target Date Completed Date Ass ned To Status 13/2014 mmercial Other 20/2014 ris Young On Review Uploaded Files Upload File Date File 8/13/2014 WgImart Racking Drawin s. df Delete 8/13/2014 Wal rt 3757 Raclin :ulations.odf _ Delete 8/13/2014 BLD 450 W rt AooGcation odf Delete 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 THREE (3) SETS OF CONSTRUCTION PLANS, TWO (2) SETS OF STRUCTURAL CALCULATIONS, ONE (1) SET OF NREC ENERGY CODE APPLICATIONS AND ONE (1) OCCUPANTS STATEMENT OF INTENDED USE. Type of Permit: Change of Use/Remodel 0 Commercial Addition Tenant Improvement Project Address: 4010 172nd Street NE,Arlington, WA 98223 Project Valuation: $8000 est. Project Description: Relocate/add racking on sales floor. Anchor per plans where required. Owner: lWalmart Real Estate Business Trust Address: 12001 SE 10th Street City: 113entonville I State: IAR 1 ZIP: 72716 Contact Person: JBrittany Lewis w/HFA Phone: -479-273-7780 x281 Cell Phone: N/A E-mail: brittany.lewis@hfa-ae.com Address: 11705 S. Walton Blvd, Suite 3 City: JBentonville State: ,AR ZIP: 172712 Contractor Information Contractor Same as 0 Yes No Applicant: Contractor: TBD Phone: JTBD Received IAUG 13 2014 I I I Address: JTBD City: TBD State: TBD ZIP: TBD License Number: JTBD Expiration: 1TBD Project Name/Tenant: lWalmart#3757 Racking Relay Site Address: 14010 172nd Street NE Bldg/Suite/Unit IBC Construction �IIB IBC Occupancy Type: M Type: Description of Use: Existing use to remain- Mercantile Building Square 1160091 Number of Stories: 1 Footage: Square Footage Per 160091 Floor: Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems L� Compressed gas systems Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks, piping etc...) ❑ Hazardous materials ® High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents (>200sq ft) or canopies (>400 sq ft) Provide details on any of the above checked items: The racks are 7ft in height and take up approximately 320sf of floor space. Installation, changes, modifications or removal of any of the above may require additional submittals,information, or permits during the plan review or construction process. Building Division: The Building Division shall review any revisions and addenda. Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC, the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS: The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/ alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403-3551 or by email to permitcenter(5�arlingtonwa.aov. 1 r, I have read and agree to comply with the terms and conditions of this agreement. Please Attach Plans and Supporting Documents (PDF Only) Walmart 3757 Racking Relay.pdf STAFF USE ONLY: Permit Number: Accepted Receipt# By: Date Received: Amount Received: By submission of this form, I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. t _ _ y, .! �� wallace , . .'I WALMART STORE NO. 3757 ARLINGTON, WA PROJECT NO. 1410847 RACKING ANCHORAGE CALCULATIONS ��C• OF WASy,� �� ti 0031563 G. KENNETH BASDEN, P.E. ENGINEER OF RECORD Wallace Engineering Structural Consultants,Inc. 200 East Mathew Brady Street Received Tulsa,Oklahoma 74103 918.584.5858,800,364.5858 www.wallacesc.com (AUG 13 2014 SLD LA50 I wallace CODE CHECK DATE: 8f7/14 TO: City of Arlington Building and Permits 18204 59th Avenue NE Arlington,WA 98223 PHONE: 360.40$3432 FAX: ATTN: Christopher Younq EMAIL:cyounq(a�arlingtonwa.gov PROJECT:# 141U84/ Walmart Remodel(Store#3757)--Arlington,Washlnqton BY'. PHONE VISIT OTHER website TIME: i ITEM DESCRIPTION RESPONSE 1.GOVERNING CODE A. Building Code: 2012 IBC--International Building Code B. Local Amendments: WA Amendments C. Structural Observations Required? D. Special Inspections Final Report Required for Certificate of Occuoanov? 2,ROOF LIVE LOAD A. Minimum Roof Live Load: 20 psf 3,SNOW LOAD A. Ground Snow Load, Pg: 15 psf 3, Can ground snow load be reduced per code: No 4.WIND LOAD A. Design Wind Speed: 115 mph B. Risk Category i 5. SEISMIC LOAD A. Mapped Spectral Response Acceleration,Ss: 105.9% (short period,0.2s) 1 S. Mapped Spectral Response Acceleration,S1: 41.2% (long period, 1.0s) l 6.FROST DEPTH A. Minimum Bearing Depth: 12 in. REMARKS: Please notify the undersigned if the above information is incorrect or incomplete. FROM: Travis Johnson Wallace Engineering Structural Consultant's,Inc. CC: 200 East Mathew Brady Street Tulsa,Oklahoma 74103 918.584.5858,Fax 918.584.86B9 r w w.wallacesc.com - �v�zll�zce 8/8/2014 Harrison French&Associates 1705 S.Walton Blvd,Suite 3 Bentonville,AR 72712 RE: #3757 Arlington,WA Walmart Racking/Shelving Fixture Code Call Report Wallace Project No.1410847 Summary Permit Required Calculations Required AHJ Code Check Contact Method Phone [;Email Date of Contact: 8.81.14 Name of AHJ: City of Arlington Phone: 360.403.3432 Email: cvouna@adlnatonwa.aoy Name of Contact: Christopher Young Building Code: 2012 IBC(WA Amendments) Seismic Design Category: D Permit Is a permit required for storage fixtures? E YES C NO If yes,is It required to be a separate permit? []YES NO If Separate Permit Is Required Name of reviewing Agency: Is permit approval required prior to r,YES ENO issuing general remodel permit Duration of permit approval Does AHJ allow face-to-face plan review E YES �.�NO Is a licensed contractor required to anchor steel storage racks YES NO Calculations Are seismic calculations required for storage anchorage? E YES ENO Are seismic calculations required for other types of shelving? YES NO If yes,list: Can calculations be a deferred submittal? YES M NO Submittal Requirements Plan Documents Required: Yes Calculation Required: Yes Is.075 storage rack frame thickness acceptable? OYES ENO I t Remarks Information obtained from the architect. Sincerely, If I WALLACE ENGINEERING•STRUCTURAL CONSULTANTS,INC. i Travis Johnson Wallace Engineering Structural Consultants,Inc. 7.00 EasL Mathew Brady Sired Tulsa,Oklahoma 74103 918,584.585E,800.364.585E www,wallacesc.com i I Search Results for Map Page 1 of 1 Home About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results "" "' \ Canada Aii Latitude:48.1987 s,;dm( Cdumbra SaaY.alcbewnn Longitude:-122.1251 ASCE 7-10 Wind Speeds cel$�ry (3-sec peak gust MPH*): Vsnc r Risk Category I:100 Risk Category It:110 wAnringlan Risk Category III-IV:115 rA"td°a MRI**10 Year:72 sad MR I**25 Year:79 oraven POk" MR I**50 Year:85 Well. wyamh+s MRI**100 Year:91 4f New Nevada United St ARCF 7-Ofi'fi Fi ... uinf nabrada ASCE 7-93:70 K ' CaAldrnre .. .. i�;Jfhl�l� - � � _. inn °taoedats�tl't616coa0kWEGl 'MPH(Mlles per hour) "MRI Mean Recurrenco Inlowal(yoam) Users should consult with local bulk ir:9 oncciels to determine It there are community-specific Wind speed requiirrements that govern. LJ_D�wr)jogd a PDF ofvour results Print your resat s WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be correct,ATC assumes no responsibility or liability for its accuracy.The material presented in the wind speed report should not be used or railed upon for any specific application without competent examination and verification of Its accuracy, suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site.Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the governing I building code bodies responsible for building code approval and interpretation for the building sile(s)described by latitudellongitude location in the wind speed report. ) Sponsored by the ATC Endowment Fund•Applixd TnrdvrnNmv Crnrnr,A,201 Redwood shores Parkway,Suite 240•Redwood City,California 94065•(650)595-1542 i I http://windspeed.atcouncil.orgi index.php?option=com_content&view=article&id=10&dec=... 8/7/2014 Design Maps Summary Report Page 1 of 1 �USGS Design Maps Summary Report User—Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.180810N, 122.13136°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category 1/qqII/III - -__---- tith', it ..>7d rre"an r ICY ( r Arlington. ,R 530 _ 0 loath . - r.4 iY O INOR'IH31A All E R mappluest C� . 4, ' .. .. .. �01�1 f k,• 0 MapQ:uesx USGS—Provided Output Sr = 1.059 g Sns = 1.140 g Sos = 0.760 g S, = 0.412 g Sn,l = 0.654 g Sol = 0.436 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCER Response Spectrum Design Response Spectrum 0,92 1.20 Mo 11 Lon- 0,72-- 0.96 - 0,G4 0,94 IG O.GO- 0.40 U7Ln 0.49 0.32 0,3G-- 0.24 0.24 0.16 0.12 0.09 0.00 0.00 t 0,00 0,20 0.40 OfGO 0.90 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1,40 LGG 1.00 2,00 Period, T(sec) Period, T(sec) Although this Information Is a product of the U.S.Geological Survey, we provide no warranty, expressed or implied,as to the accuracy of the data contained therein,this tool is not a substitute for technical subject-matter knowledge. i http://ehp3-carthqualce.wr.usgs.gov/designmaps/us/summary.php?template=minimal&tatitu... 8/7/2014 WALLACE DESIGN PROGRAM Revised 3/6/2014 by MNL Copyright Date 8/11/2014 Sheet No. of Job _ Arlington,WA Subject Rack Seismic Design 2008 RMI, 2009 IBC (Ch: 16) and ASCE 7-05 (Ch: 11 to 13) Seismic Loads Section 1613.1 of 20091BC excludes Chapter 14 and Appendix 11A of ASCE 7 1. User Input Values: (Single underlined values) Mapped Spectral Response Acceleration for Short Periods,Ss= 1,059 (Figure 1613.6(1)or CD-Rom) Mapped Spectral Response Acceleration for 1-second Periods,S1= 0.412 (Figure 1613.5(2)or CD-Rom) Assumed Site Class(A,6,C,D,E,F)= D (Table 1613.5.2&Sec.1613.5.2) Building Category= III (IBC;Table 1604,5&ASCE:Table 1-1) Site Coefficient, Fa= 1.08 (Table 1613.5.3(1)) Site Coefficient,Fv= 1.59 (Table 1613.5.3(2)) Site Adjusted Spectral Response Acceleration for Short Periods,Sms= 1.140 (Section 1613.5.3, 11.4.1, Site Adjusted Spectral Response Acceleration for 1-second Periods,Sm1= 0.654 and 12.8.1.3) Design Spectral Response Acceleration for Short Periods,Sds= 0.760 (Section 1613.5.4 and 11,4.4) Design Spectral Response Acceleration for 1-second Periods, Shc= 0.436 Seismic Design Category based on short period= D (Use worst case except for Seismic Design Category based on 1-second period= D Section 1613,5.6.1) Seismic Design Category= D (Section 11.4.1 and 11.6) Overstength Factor,no= 2 (Table 12.2.1) Cross-aisle Down-aisle Response Modification Factor,R= 4 6 (RMI Section 2.6.3) Fundamental Period,T 0.5 1.3 Seismic Response Coefficient,Cs Cross-aisle Down-aisle Cs=S,1/T R= 0.218 0.056 but need not be greater than Cs=Sds/R 0,190 0.127 and shall not be taken less than Cs=0.044Sds 0,033 0.033 or less than Cs=0.5 S1 /R when S1 is equal to or greater than 0.6 N/A N/A ) Cs,Seismic Response Coefficient= 0.190 0.056 (RMI Section 2.6.3) 2. Design Load for Rack Systems: a. Sales Floor/Garden Center Area: Cross-aisle Down-aisle i Seismic Importance Factor, Ip= 1.50 V=Cs Ip Ws= (RMI Section 26,2) 0.285W 0.084W(RMI Section 2.6.2) i b. Storage Areas: i Seismic Importance Factor,Ip= 1.00 V=Cs Ip Ws= (RMI Section 2.62) 0.190W 0.056W(RMI Section 2.6.2) i 1 WALLACE DESIGN PROGRAM Revised 31612014 by MNL Copyright Date 8/11/2014 Sheet No. _ _ of _ Job Arlington,WA Subject Rack Seismic Design Seismic Tables Site Coefficient, Fa Table 11.4-1 and 1613.5.3(1) Site Mapped S ectral Response Acceleration at Short Periods Ss Class Ss<=0.25 0.5 0.75 1 Ss>=1.25 A 0.80 0.80 0.80 0,80 0.80 B 1.00 1.00 1.00 1.00 1.00 C 1.20 1.20 1.i 0 1.00 1.00 D 1.60 1.40 1.20 1.10 1.00 E 2.50 130 1.20 0.90 0,90 r Site Coefficient, Fv Table 11.4-2 and 1613.5.3(2) Site Mapped Spectral Response Acceleration at 1 Second Period S1 Class Si<=0.1 0.2 0.3 0.4 S1>=0.5 A 0.80 0.80 0.80 0.80 0.80 B 1.00 1.00 1.00 1.00 1.00 C 1.70 1.60 1.50 1.40 1.30 D 2.40 2.00 1.80 1.60 1.50 E 3.50 3.20 2.80 2.40 2.40 F ... -- --- -.. Seismic Design Category based on Short Period Response Acceleration Table 1613.5.E 1 and 11.6-1 Value of Occupancy Category Sds I or II III IV Sds<=0.167 A A A 0.167<=Sds< B 6 C 0.33<=Sds<0 C C D 0.5<=Sds D D D S1>=0.75 E E F Seismic Design Category Based on 1-Second Period Response Acceleration Table 1613.5.6(2)and 11.6-2 Value of Occupancy Category _ Sd1 I or II III IV Sds<=0.067 A A A 0,067<=Sds<1 B B C 0.133<=Sds< C C D 0,2<=Sds D D D S1>=0.75 E E F WALLACE DESIGN PROGRAM Revised 31612014 by MNL Copyright Dale 8/11/2014 Sheet No. of Tom— Atli gin.subject FIXTURE ANCHORAGE Fixture Geometry Fixture Type= 24V-half Fixture Height= 70 In Fixture Support SpacingfvVldth= 48 in Fixture Shelf Depth 24 in Number of Levels/Shelves= e Anchor Geometry Anchor Support Spacing 90 In Anchor Support Depth= 14 In Fixture Loading - z Weight of Fixture= 224 Ibs _ Welght of Fixture per Level/Shelf= 37 Ibs a ' i Rated Load per Level/Shelf= 120 Ibs Design Loads I `c 1 Seismic Response Coeff„Cs(cross-aisle)= 0.190 n I Improtance Factor lip= 1.5 _ Coeff.of Friction,Steel on Conc= 0,25 a Wind Load on Fixture: Int(1)or Ext(E)= 1 0 psf x Overturning Check � Wind DEP-11 I Wind,Mo= 0 In-Ibs �f Selsmlc(Service) RMI Case 1: RMI Case 2: 67%of product load each shelf 100%of product load at top shelf only Max Product Height= 14 in Base Shear,V= 201 Ibs Swe Shear,V= 98 Ibs Shelf heights Load Height Load/Level Fofce/Level Load/Level Force/Level H9=0.0 In 0.0 in Fa= 0 0 Ibs Fs= 0 0 be H8=0.0 in 0.0 In Fs= 0 0 Ibs Fe= 0 0 Ibs H7=0.0 in 0.0 In F,- 0 0 Ibs Ff= 0 0 Ibs HB=14.4 in 85,0 In Fa= 118 58 Ibs Fa= 157 62 Ibs H5=14.4 In 70.6 In F,= 118 48 Ibs Fa= 37 12 Iba H4=14.4 in 56.2 In F,,= 118 38 Ibs F,- 37 10 Ibs H3=14.4 in 41.8 In F3= 118 29 Ibs Fe= 37 7 Ibs H2=14.4 in 27.4 In Fi= 118 19 Ibs F,= 37 5 Ibs H1=6.0 in 13.0 In F,= 118 9 Ibs F.= 37 2 Ibs Total= 707 201 Ibs jTotal= 344 98 Ibs Overturning based on load Seismic 1,Mo= 6207 In-Ibs Seismic 2,Mo= 3565 in-Ibs combination 3 of RMI 2.1 Resisting,MR=_ 2354 in-Ibs Resisfing,MR= 1147 in-Ibs Overturning Unity Check: 0.32<1.5,Provide Anchors per RMI 8.1 Sliding Check Wind r Wind,V= 0lbs ----_- Seismic RMI Case 1: RMI Case 2: Sliding based on load Seismic,V= 101 Ibs Seismic,V= 49 Ibs combination 3 of RMI 2.1 Resistance,Sa= 87 Ibs Resistance,Sx o 42 Ibs Sliding Unity Check: 0.86<1.5 Reactions seismic Wind Vx,max= 14 Ibs V„,max= 0 Ibs Ry,max= 849 Ibs Ry,,,,ax= 0 Ibs Ry,mi"= .143 Ibs Rymn= 0 Ibs Tv,- = 285 Ibs Ty,ma„= 0 Ibs Anchor Design Try: C 2 318"DIA Powers Wodgu Bolt+ hn=2,125" Seismic Canaclly Wind Ca aclt Vapow= 625 Ibs >Vmax,OK Vapow= 833.3333 Ibs >Vmax,OK Tallow— 777 lbs ,Tmdn,OK Ta11 w- 1030,030 Ibs r Tmax,OK Interact: 0.39<1.2,OK Interact: 0.00<1.2,OK U5E 2)310"DIA Powers Wedge Bolt+,hn=2.125" WALLACE DESIGN PROGRAM -- Copyright Date 8/11/2014 Sheet No. of ,_oT _�i'iifngton,Of/ U BCl FIXTURE ANCHORAGE Fixture Geometry Fixture Type= 4870 DEC Fixture Height= 78 in Fixture Support Spacing/Width= 72 in Fixture Shelf Depth= 48 In Number of Levels/Shelves= 4 Anchor Geometry Anchor Support Spacing 89 In Anchor Support Depth= 48 In j a: Weight Loading � Welghl of Fixture= 224 Ibs Weight of Fixture per Level/Shelf= 56`bs Rated Load per Level/Shelf= 500 ibs — Design Loads a = Y Seismic Response Coeff„Cs(crass-aisle)= 0.190 Improtance Factor Ip= 1.5 t Coeff.of Friction,Steel on Conc= 0.25 Wind Load on Fixture: lot(1)or Ext(E)= 1 0 psf f r.i I A Overturning Check Wind DfPYM Wind,Mo= 0 In-Ibs _ Salemnk Servloe .RMI Case 1: RMI Case 2: 61%of product load each shelf 100%of product load at top shelf only Max Product Height= 14 in Base Shear,V= 446 Ibs Base Shear,V= 206 Ibs Shelf heights Lead Height Load/Level ForcelLevel Load/Level Force/Level H9=0.0 in 0.0 in Fo= 0 o Ibs Fe= 0 0 Ibs H8=0.0 In 0.0 In F,= 0 0 Ibs Fe= 0 0 Ibs H7=0.0 In 0.0 in F7= 0 0 Ibs F7= 0 0 Ibs H6=0,0 in 0.0 In Fe= 0 0 Ibs Fe= 0 0 Ibs H5=0.0 in 0.0 In F,= 0 0 Ibs Fs= 0 0 Ibs H4=24.0 In 85.0 in F4= 391 193 Ibs F4= 556 182 Ibs H3=24.0 in 61.0 in F3= 391 139 Ibs .Fj= 56 13 Ibs H2=24.0 In 37.0 In IF2= 391 84 Ibs ;F== 56 8 Ibs H1=6.0 in 13.0 in F,= 391 30 Ibs F,= 66 3 Ibs Total= 1 446 Ibs Total= 724 200 lbs i Overturning based on load Seismic 1,Mo= 14267 in-Ibs Seismic 2,Me= 8361 In-Ibs i combination 3 of RMI 2.1 Resisting,Ma= 1B530 in-Ibs Resisting,Mrt= 8579 In-Ibs I Overturning Unity Check: 1.03<1.5,Provide Anchors per RMI 8.1 Sliding Check Wind Wind,V= 0 The — �- 3olsMb — ---� - IRMI Can 1: RMI Case 2: j Sliding based on load Seismic,V= 224 Ibs Seismic,V= 104 Ibs combination 3 of RMI 2.1 Resistance,81t r 193 Ibs Resistanw,Sa= 89 Ibs Sliding Unity Check: 0.86<1.5 Reactions Seismic Wind V..—= 15Ibs V..—= 0Ibs Ry,max= 1520 We Ry,,aax= 0 We Ry,,rdn= 2 Ibs Ry,ml = 0 Ibs Ty,= 0 Ibs Ty,max= 0 Ibs Anchor Design Try: A 1 18"DIA Powers Wed a Bolt+ hn-2.125" Salemlc capacity Wind Capacity Vauax= 490 Ibs>Vmox,OK Vailaw= 653.1532 Ibs>Vmax,OK T.11_= 389 We >Trnax,OK Teiaw= 518.018 Ica>Tmax,OK Interact: 0.03<1.2.OK Interact: 0.00<1.2,OK USE(1)318"DIA Powers Wedge Bolt+,hn=2A25" WALLACE DESIGN PROGRAM Revised 3/6/2014 by MAIL Copyright Date 811112014 Sheet No. of o r n on,WA FIXTURE ANCHORAGE Fixture Geometry Fixture Type= W-Int(48) Fixture Height= 84 In Fixture Support Spacing/Width= 96 in Fixture Shelf Depth= 48 In Number of LevelslShelves= 3 Anchor Geometry I - Anchor Support Spacing 96 In � Anchor Support Depth= 48 in Fixture Loading Weight of Fixture= 228 Ibs Weight of Fixture per Level/Shelf= 76 Ibs Rated Load per LevellShelf= 1200 Ibs Iw=—' Design Loads n) Seismic Response Coeff.,Cs(cross-aisle)= 0.190 jo i Improtance Factor Ip= 1.6 Coeff.of Friction,Steel on Conc= 0.25 l Wind Load on Fixture: Int(1)or Exl(E)= 1 0 psf "s I • Overturning Check Wind _En PTri Wlnd,Mo__ _ 0.Indbs SCISMIC(SOMC13) _ RMI Casa 1: RMI Case 2: 67%of product load each shelf 1100%of product load a:top shelf only Max Product Height= 48 in Bass Shear,V= 638 Ibs Base Shear,V= 407 Ibs Shelf heights Load Height Load/Level Force/Levei LoadlLevel Foraell.evel H9=0,0 In 0.0 In Fs= 0 0 Ibs Fs= 0 0 Ibs t H8=0.0 In 0.0 In Fa= 0 0 Ibs Fs= 0 0 Ibs H7=0.0 In 0.0 In Fr= 0 0 Ibs Fr= 0 0 Ibs H6=0.0 in 0.0 in F6= 0 0 Ibs F6= 0 0 Ibs H5=0.0 in 0.0 in lFs= 0 0 Ibs Fs= 0 0 Ibs H4=0.0 In 0.0 In ;F,,= 0 0 Ibs FQ= 0 0 Ibs H3=36,0In 108.0In !Fy= 880 378lbs F3= 1276 387lbs H2=30.0 in 66.0 in F2= 679 178 Ibs F2= 76 14 Ibs H1=12.0 in 30.0 in F,= 679 01 Ibs F7= 76 6 Ibs Total= 2238 6381bs Totai= 1428 407lbs I Overturning based on load Seismic 1,Mo= 27675 in-Ibs Seismic 2,Mo= 21544 In-Ibs combination 3 of RMI 2.1 Resisting,MR= 26518 In-Ibs Resisting,MR= 16923 In-Ibs ----- — — Overturning Unity Check: 0.79<1.5.Provide Anchors per RMI 8.1 Sliding Check Wind r—Wind.V= Olbs Seismic RMI Case 1., RMI Case 2: Sliding based on load Seismic,V= 321 Ibs Seismic,V= 205 Ibs combination 3 of RMI 2.1 Resistance,SR= 276 Ibs Resistance,SR= 176 Ibs _J Sliding Unity Check: 0.86<1.5 Reactions Seismic Wind vwm= 22 Ibs V.,—= 0 Ibs Ry,_= 2251 Ibs Ry_a 0lids Ry.mm= -48 Ibs Ry,,d"= 0 Ibs Ty._= 48lbs Tyme„= 0lbs Anchor Design B 1 112"DIA Powers Wed 0 Bolt+,hn=2.50" Selsmlc Capacity Wind Capacity V.11o,.,= 541 Ibs >Vmax,OK Veu_= 720.7207 Ibs >Vmax,OK T.11-- 490 Ibs >Timex,OK Tauow" 653.1632 Ibs >Tlndx,OK Intaracl: 0.14<1.2.OK Interact: 0.00<1.2,OK USE(1)1/2"DIA Powers Wedge Bolt+,hno2.50" I WALLACE DESIGN PROGRAM Copyright©3/6/12 BDJ Date _ 8/11/2014 Sheet No. of Job Fixture Anchorage Subject Capacity of SOG STORAGE RACKS AT SLAB-ON-GRADE(UNREINFORCED) "Load-Carrying Capacity for Concrete Slabs on Grade"by Shentu,Jiang,and Hsu Variables: Subgrade Reaction Modulus,k= 150 pci Poisson's Ratio, p= 0.15 Baseplate Dimensions: W= 3.75 in 8 = 5in Required Safety Factor= 3 (1.4 minimum,3 for considering control joints) Slab Capacity by Concrete Compressive Strength(fc)Charts: ---------------------------- N= 2500 psi Slab Thickness E,psi) Moduls of Rupiure(psl) Contact Width(in) Relative Stiffness Radius(in) Allowable Load(lbs) 4 2850000 375 1.875 18 15779 5 2850000 375 1.875 21 24654 5.5 2850000 375 1.875 23 29832 6 2850000 -375 1.875 24 35502 fc= 3000 psi-I Slab Thickness E(psi) Moduls of Rupture(psi) Contact Width(in) Relative Stiffness Radius(in) Allowable Load(lbs) --� 4 3122019 411 1.875 18 16961 5 3122019 411 1.875 22 26501 5.5 3122019 411 1.875 23 32066 6 3122019 411 1.875 25 38162 I------------------•---------- fc = 3500 psi Slab Thickness E(psi) Moduls of Rupture(psi) Contact Width(In) Relative Stiffness Radius(in) Allowable Load(lbs) 4 3372165 444 1.875 19 18048 5 3372165 444 1.875 22 28200 5.5 3372165 444 1.875 24 34121 6 3372165 444 1.875 25 40607 I M�f'c= 4000 psi Slab Thickness E(psi) Moduls of Rupture(psi) Contact Width(in) Relative Stiffness Radius(in) Allowable Load(lbs) 4 3604997 474 1.875 19 19059 5 3604997 4.74 1.875 22 29780 5.5 3604997 474 1.875 24 36034 6 3604997 474 1.875 26 42884 I Ii WALLACE DESIGN PROGRAM REVISED 411412008, Kenna Chapin Page t C.Pydghl Date 8/11/2014 Sheet No, of _ Job Rack Anchorage Subject 3/8"Dia Powers Wedge Bolt+ 2.125"hnem ANCHOR BOLT DESIGN ACI 318-02; Appendix D-Anchoring to Concrete 1.Input Allowable Stresses: Concrete compressive strength,fe= 3000 psi <10000 psi,o.k. D3.5 Concrete weight category= N(N=Normal Weight,L=Light Weight,S=Sand Lightweight) D3.4 Boll steel tensile strength,fut= 100000 psi (If A307,use 58000 psi. Re:Chart for other anchors) Boll steel yield strength,fy= psi (If A307,use 36000 psi. Re:Chart for other anchors) Is the bolt considered ductile or brittle? Brittle Is this a Seismic Design Category C or greater? Y (Y or N) D.3.3.3 Is the concrete cracked at service loads(ft>fr-7.5(fc)4.5)? Y (Y or N,use Y if not checked) D.5.2.6 If concrete Is cracked is there a#4 or greater edge bar? N (Y or N) D.6.2.7 If concrete is cracked is there stirrups spaced at 4 in.? N (Y or N) D.6.2.7 Loads(Ultimate,User Input): i Load combinations per Section 9.2 or Appendix C? 9.2 9.2 or C i Bolts: Is bolt hooked or headed? No What type of bolt head/nut? Hex(Square,Heavy Square,Hex,Heavy Hex,or Stud) Is the plate weldud to ll ie anchors? N (Y or N) Te be Y,must 2150 meal exnPpiinns In Is the bolt threaded? Y (Y or N) Will the anchor be torqued? N (Y or N) Is lhele a ywul pad under the plate? N (Y or N) Bolt diameter,do= 0.376 Inches D4.2.2 i Bolt embedment,het= 1.425 inches ;Re:Fig.RD.0 t Depth of concrete,h= 4 inches Effective area of bolt,Ase= 0.103 sq.ln. Ag for bolts w/o threads,Aso for threaded anchors Bearing area of head,Ab= sq.In. For headed anchor bolts Hook length= D Inches For hooked anchor bolts D.8 Bolt Configuration: Bolt edge distance in direction of shear,lel= 5.00 inches I Bolt edge distance orthogonal for shear,Ie2= 5.00 inches 1114 , i Bolt edge distance,le3= 48.00 Inches Bolt edge distance,Ie4= 48_00 inches i Number of spaces vertical= 0 Bolt spacing vertical,sl= 3.50 Inches a Number of spaces horizontal= 0 _ / &__ 21Z _c_OF Belt spacing horizontal,s2= 3.50 inches Interior Bolts? N (Y or N) _ _ __ _ _�I Has supplementary reinforcing been provided? N (Y or N) D.42,1 oII� I IV I Refer to Section D.4.2.1;if rein reinforcement Is provided within the breakout prism to resist the TOTAL load, breakout capacity need not be calculated. (or If the embed is far from an edge for shear.) Ignore concrete bruakout for tension In Section D.5.2? N (Y or N) Ignore concrete breakout for shear perpendicular to edge In Section 0.6.2? N (Y or N) ignore concrete breakout for shear paraliul to edge In Section D.13.2? N (Y or N) Ii I 2.Verify the following input items: Reduction Factors: = 0.65 Concrete Strength Reduction for Breakout,Nee,Ncbg,Nsb,and Nsbg D4.4 or D4.6 ¢= 0.7 Concrete Strength Reduction for Breakout,Vcb,Vcbg D4.4 or D4,6 = 0.65 Concrete Strength Reduction for Pullout,Npn and Pryout,Vcp = 0.65 Steel Strength Reduction for Ns = 0.6 Steel Strength Reduction for Vs = 0.75 Additional Seismic Requirement Reduction Factor D3.3.3 = 1 Additional Reduction Factor for Concrete Type D3.4 Modification Factors: W1=1.00 Eccentric Loading for e1 In tension D5.2.4 Eq.D-9 W1=1.00 Eccentric Loading for e2 In tension W2=1.00 Edge Effects for concrete breakout In tension D,5.2.5 Eq.D-11 and D- W3=1.00 Cracking at service loads for concrete breakout In tension D.5.2.6 W4=NIA Not used for post installed anchors D.5.3.6 W5=1.00 Eccentric Loading for ev In shear D.6.2.5 Equation D-25 W6=0,§0 Edge Effects for concrete breakout in shear D.6.2.6 Eq.D-26 and D- W7=1.00 Cracking at service loads for concrete breakout in shear ID.6.2.7 3 Check Tension Capacity #of bolts= 1 #of edges where c<1.5 hef: 0 D.5.2.3 Vertical Distance between outer most bolts= 0.00 inches Horizontal Distance between outer most bolts= 0.00 Inches K= 17 D.5.2.2 cmin= 6.00 inches cmax>1.5*hef= 0.00 inches 0,5.2.3 hef= 1.43 Inches If the group of anchors Is near 3 or 4 edges and the largest edge distance cmax<1.5 hof, hef,for-use in equations 19-9,19-10,19-11,19-12,19-13,and 19-14,is limited to cmax/1.5 a. Calculate the steel strength of the group of anchors D.5.1 Ns=n"Ase*fut Ns= 10.30 Equation D-3 b.Calculate the concrete breakout strength of the group of anchors In tension D.5.2 Ano=9*hef 112 Ano= 18 sq.in. Equation D-6 An=projected area An= 18 sq.In. Fig.RD.5.2.1(a) For determining projected area: 1,5hef or edgel= 2.14 Inches 1.5hef or edge2= 2.14 Inches 1.5hef or edge3= 2.14 Inches 1.5hef or edge4= 2.14 inches For thin sections subtract for vertical spacing 0.00 Inches subtract for horizontal spacing 0.00 Inches An/Ano= 1.00 Nb=k(PC)^.5*hef"1.5"concrete modifier Nb= 1.58 kips Equation D-7 Ncbg=[An[Ano]*ryl*W2*W3*Nb Ncbg= 1.58 kips Equation DA and D-5 c. Calculate the concrete pullout strength of the anchors In tension. Section D,5.3 Np(taken from ESR report)= Np= 1.19 kips Equation D-14 eh= 1.1 D5.3.5 Equation D-12 Npn=n*W4*Np Npn= 1.19 kips Equation D-12 d. Check Concrete side-face blowout strength of a headed anchor in tension D.5.4 0.4*hef= 0.57 Inches <c min. 5 In. Nsb= Does not apply e. Check Controlling Anchor strength in Tension D4.1 For Group of Bolts: For one bolt: 4*Ns= 6.70 kips Steel Strength �*Ns= 6,70 kips Steel Strength 4*Npn= 0.77 kips Concrete Pullout �*Npn= 0,77 kips Concrete Pullout �*Ncbg= 1.03 kips Concrete Breakout �*Nn= 0.58 kips 4*Nn= 0.56 kips D-1 f. Allowable Stress Design Value D4.1 a=1.2(30%)+1.6(70%)= 1.48 o A 0.39 kips Tension Capacity t 4 Check Shear Capacity D,6 #of edges 11.5*c1l: 1 D.6.2.4 I= 1.43 inches anchor length for shear,not to exceed 8do Definition Grout pad factor- 1.00 D.6.1.3 cl= 5.00 Inches c2= 6.00Inches I cl max= 5,00 Inches c2max= 5.00 Inches D.6.2.4 a. Calculate the steel shear strength of the group of anchors D.6,1.1 Vs(taken from ESR report)= Vs= 3.67 kips Equation D-18 b. Calculate the concrete breakout strength of the group of anchors In shear 0.6.2 Avo=4.5*c1A2 Avol= 113 sq.In. Equation D-22 Av Is the projected area for the anchor towards each edge, Figures RD.6.2.1 For determining projected area for shear force depth 1= 4.00 inches perpendicular to edge: 1.5*c1 or edge 2= 5.00 inches 1.5*c1 or edge 4= 7.50 inches 1 side length 1= 12.50 Inches Avl= 50 sq.in. "1 Avl/Avo= 0,44 Vb=7*(1/do)A.2*doA.5*PCA.5*c1A1.5"concrete modifier Vb= 3.43 kips Equation D-23 or 0-24 Vcbg=(Av/Avo)*yr5*V6*yr7*Vb Vcbg= 1.37 kips Perpendicular to edge Equation D-20 and D-21 Avo2= 113 sq.In. For determining projected area for shear force depth 2= 4.00 Inches parallel to edge: 1.5*c2or edge 1= 5.00 inches 1.5*c2 or edge 3= 7.50 Inches side length 2= 12.50 Inches Av2= 50 sq.In. "1 Av2/Avo- 0.44 Vb=7*(I/do)A.2*doA.5'fGA.5*c2A1.Wconcrete modifier Vb= 3.43 kips Equation D-23 or D-24 Vcbg=(Av/Avo)*y5*yr6*y7*Vb*2 Vcbg= 3.05 kips Parallel to edge Equation D-20 and 21 c, Calculate the concrete pryout strength of anchors in shear D.6.3 Vcp=kcp*Ncbg Vcp= 1.58 kips Equation D-28 kcp= 1 d. Check Controlling Anchor strength in Shear !D4.1 For Group of Bolts: For one bolt: +*Vs= 2.20 kips Steel Strength �'Vs= 2.20 kips Steel Strength +*Vcbg= 0.96 kips Concrete Breakout +*Vcp= 1.11 kips Concrete Pryout 'Vcp= 1.11 kips Concrete Pryout +*Vn= 0.72 kips �*Vn= 0.83 kips D-2 f. Allowable Stress Design Value D4.1 a=1.2(301%)+I.6(701%)= 1.48 Qr No:a 0.49 kips Shear Capacity WALLACE DESIGN PROGRAM REVISED 411412008, Honne Chapfn Page 1 Copyright Date 6f1112014 Sheet No. of Job Rack Anchorege_ Subject 1/2"Die Powers Wedge Boll+ 2.5'h_ _ANCHOR BOLT DESIGN ACI 318-02: Appendix D-Anchoring to Concrete 1.Input Allowable Stresses: Concrete compressive strength,Pc= 3000 psi <10000 psi,o,k. D3.6 Concrete weight category= N(N=Normal Weight,L=Light Weight,S=Sand Lightweight) D3.4 Bolt steel tensile strength,ful= 100000 psi (If A307,use 58000 psi. Re:Chart for other anchors) Bolt steel yield strength,fy= psi (If A307,use 36000 psi. Re:Chart for other anchors) Is the bolt considered ducllle or brittle? Brittle Is this a Seismic Design Category C or greater? Y (Y or N) D.3,3.3 Is the concrete cracked at service loads(ft>fr-7.5(fc)^.5)? Y (Y or N,use Y If not chocked) D.5,2.6 If concrete Is cracked Is there a#4 or greater edge bar? N (Y or N) D.6.2.7 If concrete Is cracked Is there stirrups spaced at 4 in.? N (Y or N) D.6.2.7 Loads(Ultimate,User Input): Load combinations per Section 9,2 or Appendix C? 9.2 9,2 or C Balls: Is bolt hocked or headad7 No What type of bolt head/nut? Hex(Square,Heavy Square,Hex,Heavy Hex,or Stud) Is the plate welded to the anchors? N (Y or N) To be Y,must also meet oxceptlons in D.6.2.3 Is the bolt threaded? Y (Y or N) Will the anchor be torqued? N (Y or N) Is there a grout pad under the plate? N (Y or N) Bolt diameter,do= 0.5 Inches D4.2.2 Bolt embedment,hef= 1.65 Inches Re:Fig.130.0 Depth of concrete,h= 4 Inches Effective area or bolt,Asa= 0A68 sq.in. Ag for bolts w/o threads.Asa for threaded anchors Bearing area of head,Ab= sq.in. For headed anchor bolts Hook length= 0 Inches For hooked anchor bolts Ball Configuration: D.8 Boll edge distance In direction of shear,1e1= 5.00 inches 10 Bolt edge distance orthogonal for shear,Ie2= 5.00 Inches Eo, Bolt edge distance,Ie3= 48.00 inches Bolt edge distance,le4= 48.00 Inches Number of spaces vertical= 0 Bolt spacing vertical,a1= 3.50 Inches I Number of spaces horizontal= 0 _ v� ._ •_. . GROUP Bolt spacing horizontal,s2= 3.50 Inches >d� I T Interior Bolts? N (Y or N) h Has supplementary reinforcing been provided? N (Y or N) D.4.2.1 �f Refer to Section D.4,2,1;If reinforcement is provided within the breakout prism to resist the TOTAL load, breakout capacity need not be calculated. (Or If the embed Is far from an edge for shear.) Ignore concrete breakout for tension in Section D.5.27 N (Y or N) Ignore concrete breakout for shear perpendicular to edge In Section D.6.2? N (Y or N) Ignore concrete breakout for shear parallel to edge In Section D.6.2? N (Y or N) i I 1 2.Verify the following input items: Reduction Factors: = 0.65 Concrete Strength Reduction for Breakout,Ncb,Ncbg,Nsb,and Nsbg D4.4 or D4.6 = 0.7 Concrete Strength Reduction for Breakout,Vcb,Vcbg D4.4 or D4.6 = 0.65 Concrete Strength Reduction for Pullout,Npn and Pryout,Vcp = 0.65 Steel Strength Reduction for Ns �= 0.6 Steel Strength Reduction for Vs = 0.75 Additional Seismic Requirement Reduction Factor D3,3.3 = 1 Additional Reduction Factor for Concrete Type MA Modification Factors: yfl=1.00 Eccentric Loading for el In tension D5.2.4 Eq,D-9 yr1=1.00 Eccentric Loading for e2 in tension 4#2=1.00 Edge Effects for concrete breakout in tension D,5,2,5 Eq.D-11 and D-' yf3=1.00 Cracking at service loads for concrete breakout in tension D.5.2.6 yr4=NIA Not used for post installed anchors D.5.3.6 W5=1.00 Eccentric Loading for ev in shear D,6.2.5 Equation D-25 yf6=0.90 Edge Effects for concrete breakout in shear D.6.2.6 Eq,0-26 and D-: w7=1.00 Cracking at service loads for concrete breakout In shear D.6.2.7 3 Check Tension Capacity #of bolts= 1 #of edges where c<1.6 hef; 0 D.5.2.3 Vertical Distance between outer most bolts= 0.00 inches Horizontal flistannin hetween outer most bolts= 0.00 Inches K= 17 D.5-22 cmin= 5.00 inches cmax>1.5*hef= 0.00 Inches D.5.2.3 hef= 1.65 inches If the group of anchors Is near 3 or 4 edges and the largest edge distance cmax<1.5 hef, hef,for use in equations 19-9,19-10,19-11,19-12,19-13,and 19-14 Is limited to cmax/1.5 a. Calculate the steel strength of the group of anchors D.5.1 Ns=n*Ase*fut Ns= 16.80 Equation D-3 b.Calculate the concrete breakout strength of the group of anchors in tension D.5.2 Anu=9*hef A2 Ano= 25 sq.In. Equation D-6 An=projected area An= 25 sq.in. Fig.RD.5.2.1(a) For determining projected area: 1.5heforedgal= 2.48 inches 1.5hef or edge2= 2.48 Inches 1.5hef or edge3= 2.48 inches 1.5hef or edge4= 2.48 inches For thin sections subtract for vertical spacing 0.00 Inches subtract for horizontal spacing 0.00 Inches An/Ano= 1.00 Nb=k(rc)A.5*hefA1.5*concrete modifier Nb= 1.97 kips Equation D-7 Ncbg=[An/Ano]*Tl*yf2*yf3*Nb Ncbg= 1.97 kips Equation D-4 and D-5 c. Calculate the concrete pullout strength of the anchors In tension. Section D.5,3 Np(taken from ESR report)= Np= 1.48 kips Equation D 14 eh= 1.5 D5.3,5 Equation D-12 Npn=n*yf4*Np Npn= 1.48 kips Equation D-12 d. Check Concrete side-face blowout strength of a headed anchor intension D,5.4 0.4*hef= 0.66 Inches <c min. 5 In Nsb= Does not apply e, Check Controlling Anchor strength In 7enslon D4.1 For Group of Bolls: For one bolt: VNs= 10.92 kips Steel Strength $*Ns= . 10,92 kips Steel Strength O*Npn= 0.96 kips Concrete Pullout 0*Npn= 0.95 kips Concrete Pullout �*Ncbg= 1.28 kips Concrete Breakout �*Nn= 0.72 kips > 0 kips o.k. O*Nn= 0.72 kips > 0 kips e.k. D-1 f, Allowable Stress Design Value D4.1 a.=1,2(30N)+1.6(70%)= 1.48 m tt- 0.49 kips Tunsiun Capacity 4 Check Shear Capacity D.6 #of edges<1,5*cl: 1 D.6.2.4 I= 1.65 Inches anchor length for shear,not to exceed 8do Definition Grout pad facto- 1.00 D.6.1.3 cl= 6.00 Inches c2= 5.00 Inches c1 max= 5.00 Inches c2max= 5.00 Inches D.6.2.4 a. Calculate the steel shear strength of the group of anchors D.6.1.1 Vs(taken from ESR report)= Vs= 7.98 kips Equatlon D-18 b, Calculate the concrete breakout strength of the group of anchors In shear D.6.2 Avo=4.5*c1A2 Avol= 113 sq.In. Equaton D-22 Av is the projected area for the anchor towards each edge. Figures RD.6.2.1 For determining projected area for shear force depth 1= 4.00 Inches perpendlcular to edge: 1.5*cl or edge 2= 5.00 Inches 1.5*cl or edge 4= 7.50 Inches side length 1= 12.50 inches Av1= 50 sq.in. '1 Avl/Avo= 0.44 Vb=7*(I/do)A,2*do^.5*fcA.5*c1A1.5*concrete modifier Vb= 3.85 kips Equatlon D-23 or D-24 Vcbg=(Av/Avo)*yr5*yr6*W7*Vb Vcbg= 1.54 kips Perpendicular to edge Equation D-20 and D-21 Avo2= 113 sq.in. For determining projected area for shear force depth 2= 4.00 inches parallel to edge: 1.5*c2oredge 1= 5.00 inches 1.5*c2 or edge 3= 7.50 inches slde length 2= 12.50 Inches Avg= 50 eq.in. *1 Avg/Avo= 0.44 Vb=7*(I/do)A,2*doA.5*fcA.5*c2A1.5*concrete modifier Vb= 3.85 kips Equation D-23 or D-24 Vcbg=(Av/Avo)*y6*yr6*yr7*Vb*2 Vcbg= 3.42 kips Parallel to edge Equation D-20 and 21 c. Calculate the concrete pryout strength of anchors In shear D.6.3 Vcp=kcp*Ncbg Vcp= 1.97 kips Equation 0-28 kcp= 1 d. Check Controlling Anchor strength In Shear 04.1 For Group of Bolts: For one bolt: �*Vs= 4.79 kips Steel Strength 4*Vs= 4.79 kips Steel Strength O*Vcbg= 1.08 kips Concrete Breakout �*Vcp= 1.38 kips Concrete Pryout $*Vcp= 1.38 kips Concrete Pryout $"Vn= 0.81 kips > 0 kips o.k. �*Vn= 1.04 kips > 0 kips o,k. D-2 f. Allowable Stress Design Value D4.1 a=1.2(30%)+1.6(10%)= 1.48 m s' 0.66 k4w Shcar Capacity WALLACE DESIGN PROGRAM A_ REVISED 411412008, Henna Chapin Page 1 Copyrlghl Date 8/11/2014 Sheet No. of Job Rack Anchorage Subject (2)319"ll Powers Wedge Boll+®3.5"spacing 2.125"h""m ANCHOR BOLT DESIGN ACI 318-02: Appendix D-Anchoring to Concrete 1.Input Allowable Stresses: Concrete compressive strength,rc= 3000 psi <10000 psi,o.k. t73.S Concrete weight category= N(N=Normal Weight,L=Llght Weight,S=Sand Lightweight) D3.4 Bolt stool tensile strength,fu1= 100000 psi (If A307,use 58000 psi. Re:Chart for other anchors) Bolt steel yield strength,fy= psi (If A307,use 36000 psi. Re:Chart for other anchors) Is the bolt considered ductile or brittle? Brittle Is this a Seismic Design Category C or greater? Y (Y or N) D.3.3.3 Is the concrete cracked at service loads(ft>fr=7.5(VC)^.5)7 Y (Y or N,use Y If not checked) 13,5.2.6 If concrete is cracked Is there a#4 or greater edge bar? N (Y or N) D.6.2.7 If concrete is cracked is there stirrups spaced at 4 In.? N (Y or N) D.6.2.7 Loads(Ultimate,User Input): Load combinations per Section 9.2 or Appendix C? 9.2 9.2 or C Bolts: Is bolt hooked or headed? No What type of bolt head/nut? Hex(Square,Heavy Square,Hex,Heavy Hex,or Stud) Is the plate welded to the anchors? N (Y or N) To be Y,must also meet exceptions In D.6.2.3 Is the bolt threaded? Y (Y Cr N) Will the anchor be torqued? N (Y or N) Is there a grout pad under the plate? N (Y or N) Bolt diameter,do= 0.375 Inches D4.2.2 Bolt embedment,hof= 1.425 inches Re:Fig.RD.0 Depth of concrete,h= 4 inches Effective area of bolt,Aso= 0.103 sq.1n. Ag for bolts w/o threads,Aso for threaded anchors Bearing area of head,Ab= sq.in. For headed anchor bolts Hook length= 0 inches For hooked anchor bolts Bolt Configuration: D.8 Bolt edge distance in direction of shear,ie1= 5.00 Inches } Bolt edge distance orthogonal for shear,let= 5.00 Inches rL'E � Bolt edge distance.le3= 48.00 Inches I Bolt edge distance,Ie4= 48,00 Inches ' Number of spaces vertical= 1 I Boll spacing vertical,sl= 3.50 inches ! i Number of spaces horizontal= 0 —ti— vte ¢ �" GROUP Bull spacing horizontal,s2= 3.50 inches .I Interior Bolts? N (Y or N) B01__ _! !_ ! i Has supplementary reinforcing been provided? N (Y or N) D.4.2.1 i --�—.art--_-�---- 1!Ce RA7CN o�a I � I i Refer to Section D.4,2.1;if reinforcement is provided within the breakout prism to resist the TOTAL load, breakout capacity need not be calculated. (Or If the embed Is far from an edge for shear.) Ignore concrete breakout for tension In Section D.5.2? N (Y or N) Ignore concrete breakout for shear perpendicular to edge in Section D.6.2? N (Y or N) ; Ignore concrete breakout for shear parallel to edge In Section D•6.2? N (Y or N) II 2.Verify the following Input items: Reduction Factors: = 0.65 Concrete Strength Reduction for Breakout,Ncb,Ncbg,Nsb,and Nsbg D4.4 or D4,6 = 0.7 Concrete Strength Reduction for Breakout,Vcb,Vcbg D4.4 or D4,6 Q= 0.65 Concrete Strength Reduction for Pullout,Npn and Prycut,Vcp 4= 0.65 Steel Strength Reduction for Ns = 0.6 Steel Strength Reduction for Vs d= 0.75 Additional Seismic Requirement Reduction Factor D3.3.3 = 1 Additional Reduction Factor for Concrete Type D3.4 Modification Factors: W1-1.00 Eccentric Loading for el In tension D5.2.4 Eq.D-9 W1=1.00 Eccentric Loading for e2 In tension W2=1.00 Edge Effects for concrete breakout In tension D.5,2,5 Eq,D-11 and D- W3=1.00 Cracking at service loads for concrete breakout In tension D.5.2.6 W4=NIA Not used for post Installed anchors D.5.3.6 W5=1.00 Eccentric Loading for ev in shear D.6.2.5 Equation D-26 W6=0.90 Edge Effects for concrete breakout in shear D.6.2.6 Eq.D-26 and D-. W7=1.00 Cracking at service loads for concrete breakout In shear D.6.2.7 3 Check Tension Capacity #of bolls= 2 #of edges where c<1,5 hef: 0 D.5.2.3 Vertical Distance between outer most bolts= 3.50 Inches Horizontal Distance between outer most bolts= 0.00 Inches K= 17 0,5.22 cmin= 5.00 inches cmax>1.6*hef= 0.00 inches 0.5.2.3 hef= 1.43 Inches If the group of anchors is near 3 or 4 edges and the largest edge distance cmax<1.5 hef, hef,for use in equations 19-9,19-10,19-11,19-12,19-13,and 19-14 is limited to cmax/1.5 a. Calculate the steel strength of the group of anchors D.5.1 Ns=n*Ase`fut Ns= 20.60 Equation D-3 b.Calculate the concrete breakout strength of the group of anchors In tension D.51 Ana=g*hef A2 Ano= 18 sq.in. Equation 0-6 An=projected area An= 33 sq.In. Fig.RD,5,2.1(a) For determining projected area: 1.5hef or edgel= 2.14 inches 1.5hef or edge2= 2.14 inches 1.5hef or edge3= 2.14 inches 1.5hef or edge4= 2.14 inches For thin sections subtract for vertical spacing 0.00 Inches subtract for horizontal spacing 0.00 Inches An/Ano= 1.82 Nb=k(rc)A.5*hefA1.5*concretc modifier Nb= 1.58 kips Equation D-7 Ncbg=[An/Ano]*W1*W2*W3*Nb Ncbg= 2.88 kips Equation D-4 and D-5 c. Calculate the concrete pullout strength of the anchors in tension. Section D.5.3 Np(taken from ESR report)= Np= 1.19 kips Equation D-14 eh= 1.1 05.3.5 Equation D-12 Npn=n*W4*Np Npn= 2.38 kips Equation D-12 d. Check Concrete side-face blowout strength of a headed anchor in tension 0.5.4 0.4*hef= 0.57 Inches <c min. 5 in, Nsb= Does not apply e, Check Controlling Anchor strength In Tension D4.1 For Group of Bolts: For one bolt: $*Ns= 13.39 kips Steel Strength �*Ns= 6.70 kips Steel Strength �*Npn= 1.55 kips Concrete Pullout �*Npn= 0.77 kips Concrete Pullout �*Ncbg= 1.87 kips Concrete Breakout �*Nn= 1.16 kips �*Nn= 0.60 kips D-1 f. Allowable Stress Design Value D4.1 a=1.2(30'R.)+1,6(70%)= 1.48 0 nft- 0.78 kips Tension Capacity 4 Check Shear Capacity D-6 A of edges<1.5*cl : 1 D.6.2.4 1= 1.43 Inches anchor length for shear,not to exceed 8do Definition Grout pad factor- 1.00 D.6.1.3 c1= 5.00 Inches c2= 5.00Irlches cl max= 5.00 inches c2max= 5.00 inches D.5.2A a, Calculate the steel shear strength of the group of anchors D.6.1.1 Vs(taken from ESR report)= Vs= 7.34 kips Equation D-18 b. Calculate the concrete breakout strength of the group of anchors In shear D.6.2 Avo=4.5*c1^2 Avol= 113 sq.In. Equation 0-22 Av Is the projected area for the anchor towards each edge, Figures RD.6.2.1 For determining projected area for shear force depth 1= 4.00Inches perpendicular to edge: 1.5*cl or edge 2= 5.00 Inches 1.5*cl or edge 4= 7.50 inches side length 1= 12.50 Inches Avl= 50 sq.in. *2 Avl/Avo= 0.44 Vb=7*(1/do)1.2*do^.5*PCA.5*c1^1.5*concrete modifier Vb= 3.43 kips Equation D-23 or D-24 Vcbg-(Av/Avo)*y5'ry6*y7*Vb Vcbg= 2.74 kips Perpendicular to edge Equation D-20 and D-21 Avc2= 113 sq.In. For determining projected area for shear force depth 2= 4.00 Inches parallel to edge: 1.5*c2or edge 1= 5.00 Inches 1,5*c2 or edge 3= 7.50 Inches side length 2= 16.00 Inches Avg= 64 sq.in. "1 Av2/Avo= 0.57 Vb=7"(I/do)1.2*do^.5*Pc^.5*c2^1.5*concrete modiflor Vb= 3.43 kips Equation D-23 or D-24 Vcbg=(AV/Avo)"yr5"yr6*y7"Vb*2 Vcbg= 3.90 kips Parallel to edge Equation D-20 and 21 c. Calculate the concrete pryout strength of anchors in shear D.6.3 Vcp=kcp*Ncbg Vcp= 2.88 kips !Equation D-28 kcp= 1 d, Check Controlling Anchor strength in Shear D4.1 For Group of Bolts: For one bolt: 4h/s= 4.40 kips Steel Strength �"Vs= 2.20 kips Steel Strength �*Vcbg= 1.92 kips Concrete Breakout $*Vcp= 2.02 kips Concrete Pryout Q*Vcp= 1.01 kips Concrete Pryout �*Vn= 1.44 kips �* Vn= 0,76 kip 0-2 f. Allowable Stress Design Value 04.1 a=1.2(30%)+1.6(70%)= 1.48 m n- 8.97 kips Shear capacity I I • 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 THREE (3) SETS OF CONSTRUCTION PLANS, TWO (2) SETS OF STRUCTURAL CALCULATIONS, ONE (1) SET OF NREC ENERGY CODE APPLICATIONS AND ONE (1) OCCUPANTS STATEMENT OF INTENDED USE. Type of Permit: O Change of Use/Remodel O Commercial Addition * Tenant Improvement Project Address: 4010 172nd Street NE, Arlington, WA 98223 Project Valuation: $8000 est. Project Description: Relocate/add racking on sales floor. Anchor per plans where required. Owner: Walmart Real Estate Business Trust Address: 2001 SE 10th Street City: Bentonville State: AR ZIP: 72716 Contact Person: Brittany Lewis w/HFA Phone: 479-273-7780 x281 Cell Phone: N/A E-mail: brittany.lewis@hfa-ae.com Address: 1705 S. Walton Blvd, Suite 3 City: Bentonville State: AR ZIP: 72712 Contractor Information Contractor Same as O Yes No Applicant: Contractor: TBD Phone: TBD Address: TBD City: TBD State: TBD ZIP: TBD License Number: TBD Expiration: TBD Project Name/Tenant: Walmart #3757 Racking Relay Site Address: 4010 172nd Street NE Bldg/Suite/Unit IBC Construction IIB IBC Occupancy Type: M Type: Description of Use: Existing use to remain- Mercantile Building Square 160091 Number of Stories: 1 Footage: Square Footage Per 160091 Floor: Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks, piping etc...) ❑ Hazardous materials ® High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents (>200sq ft) or canopies (>400 sq ft) Provide details on any of the above checked items: The racks are 7ft in height and take up approximately 320sf of floor space. Installation, changes, modifications or removal of any of the above may require additional submittals,information, or permits during the plan review or construction process. Building Division: The Building Division shall review any revisions and addenda. Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC, the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS: The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/ alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403-3551 or by email to permitcenter&arlingtonwa.gov. I have read and agree to comply with the terms and conditions of this agreement. ❑X Please Attach Plans and Supporting Documents (PDF Only) Walmart 3757 Racking Relay.pdf STAFF USE ONLY: Permit Number: Accepted Receipt # By: Date Received: Amount Received: By submission of this form, I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Permit#: 450 Permit Date: 08/13/14 Permit Type: COMMERCIAL RACKING Project Name: Walmart Racking Relay Applicant Name: Harrison French &Associates Applicant Address: 1705 S. Walton Blvd, Suite 3 Applicant, City, State, Zip: Bentonville,AR 72712 Contact: Brittany Lewis Phone: 479-273-7780 x281 Email: brittany.lewis@hfa-ae.com Scope of Work: Relocate/Add Racking on Sales Floor Valuation: 8000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: Permit Expires: 02/14/2015 Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning WAL-MART 569 Other Retail 00930300000301 4010 172nd Street NE STORES INC Trade-Apparel& Accessories NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License TBD Harrison French& Brittany Lewis 479-273-7780 x281 1705 S.Walton APPLICANT Associates Blvd,Suite 3 Plan Reviews Date Review Type Description Assigned To Review Status 08/13/2014 Commercial Other Ok to issue z.Christopher Young Fees Fee Description Notes Amount Building Permit Table 4-1 $203.92 State Surcharge- 1st DU Residential- 1st Unit $4.50 Building Plan Review Table 4-2 $132.55 Total $340.97 Notes Date Note Created By: 08/15/2014 Waiting for contractor information before permit can be issued. 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REF RACK/SHELVING LEGEND N�"�"' O OV SH-FT FXS1 n IIrn TT �` G OT O NFm DmTlln D oow Q N> O -TiK �pAT (EVD) (INTERIOR) v/ 5° 5-FXS2�! \ 5-FXS2 � n y i z c m � � m S2 m �_�, iyZ �vo o z i � p 'A� m T xa= �6.o - N c .D ass ° m "a _- _>_ zs z K ➢ TYP TYP y N ANCHOR SPACING=8'-0"MAX(UNO) y u' RE F PLAN ITT > m z < (EF Tra n nP Co a m y 3" (T-FRAMES) O n f J W N 9 REF RACK/SHELVING LEGEND cz mo ti 3 3 4" 1 1/2 �o ON SHEET FXSi � -�-1 n n N n= \ III y HOLE DEPTH n m mi /� 31 o z _ `' EMBEDMENT N`sy 392 Fy D N_ 11 r O yo \- u�"coi n Z am r z r = A J e D - �x m O T ° om AOA O'Ov ° ti D >v CIO D C� �A °- - - a3 Z I on - _ - O - �y huom rn nm - a c� n N0, _ Cr °° T- ° p � a� �° -: e D > _ N�o =NSA A = 'm. o>mo, m r� imp o ICU v ISE W h° U) m°sue o 'z V, p n oz0 i O O per" - ~ ZJYW m0 rMm x >mA� m o 3 n se n - C z x m� n o+m - m yiy m mOOT O 9n+ ova .m� 0 F D ! O STIPULATION FOR REUSE _JJ.- XT _ GLG(CLCQ z � _ ARLINGTON, OVA N (n STORE NO.3757Ill IF R'I > JOB NDNBER:02-14-5110 150 Sc RELAY GENERAL REMODELF. 8888-rofiS 8l8 xVf 'BrBS eBS eye aNvr'uiao°u ioN°siia oa" MOM TVHRN39 IYUH OS 09[ O117-6i-Tung pN aw z�az-so�ro<rwoNnNo'mni n axis.iwae M3NLen ises ooz "$1.$0 NNoua ao 3W saai"- H�1ry LS�IL, �ONT ]?OiS �,yTH � z � �R U. �NI'S1NV1NIH J ratlfuJnaa .oazls aims dos Nt,�o 3s� tl LVl `1\� LAJ All tl BNIx33NI0N3 30JINM IuoxvNNO 3 anbx3 33�33ofa3M f ^ O`0 Y Z J '�^ 11N3a35110 ovVNOY a0 01 3 iIn Q� V/ slium"ia noKriv Lo x 3nrM'xouNnar h O D m z Z�S a^Ir LL a � .1 mama 2 6IVM OxW.VU"0 SIHI QO\7 ? '.h mn3N NOd NOIltlIWIS p $ Ca ¢w ao am¢ o B/S L r, Z WV Z US u L M O O Zw O \ m p m N Q cry cc� a e l om N ,l Z e/e z O Q 3/s L =O a z/L e „s I wog' w II Fzo Q m W ziz� 3wN V II � w g 4 O pp Li = w Q -5 gaoN O O a 0 =U�� Fo =` w-��� So D F—' o [n dam maw ` 11 0 < wa oQ HOV33dAl m a / wf !' ��m :�O 'a ssxd-c I � W «8 m m �� m o'a W o D Z 77i g II OrH ZH iH �w = as •£ �'� (H)1HO13H 31NVNd acYi f— (n W 5� a ^ Q Q ze/Lz z mFmo p. CO zop U O Z.7 O R �M J W U c I o g ;7I ry _o � O ¢ <I = (l�3_ II r) N¢ NVQ O _ O Q_ a w a m _0 mJo <w „b/s s w a a Z 8�oao F. co s W �.• Z asoog O m n V) EL o I -o w� zo��mm m � E< w Q W Q m LL- w a� p < a S31NtlA ONIOtldS 313H5 KQ F NN m� Z L.L F� n I LL V) NN n ® ® m a _ z zsx d-s ZSxi-s J� C] V`o dV0 ON3 dAl Q;� F- - d330-dAl a w o: dAl i � 531NVA ONIOVdS d13H5 : a W ^ < J —i rtl - U � QQ w n C) W Z C) n" mm wm .._._....__.-7 wn - Q z 0 0 0 o W O Z = z Q iy O s E. C) --_I W ��/'1 O L zi w q�w o 0 OL JO O O O a fSXd- ' dAl �o m Lij w M /Y1^ LSxd 133HS NO ON3031 ONAMHS/NOVN AN-1HO13H 3VMN CO N wallace .1 WALMART STORE NO. 3757 ARLINGTON, WA PROJECT NO. 1410847 RACKING ANCHORAGE CALCULATIONS F T H 9 le, WAS - �+ a G. KENNETH BASDEN, P.E. ENGINEER OF RECORD Wallace Engineering Structural Consultants,Inc. 200 East Mathew Brady Street Tulsa,Oklahoma 74103 918.584.5858,800.364.5858 www.wallacesc.com I I waAace ����K��� ��U�����K� ��^~v���— CHECK DATE: 8/7Y14 TO: City ofArlington Building and Permits � 1820458th Avenue NE � Arlington,VVAQ8223 � � PHONE: 380.40�3432 FAX: � ATrm: Christopher Young EMAIL: ! pROJECT:# 1410847 VVu|mart Remodel(Store#3757)—Arlington,Washington | 8Y� PHONE NS[r OTHERwmb»im TIME: ITEM DESCRIPTION RESPONSE 1,GOVERM|NG CODE A. Building Code: 2012 IBC—International Building Code ! B. Local Amendments: VVAAmendmnnto ' C. Structural Observations Required? � O. Special Inspections Final RaporlRequired � for Certificate ofOoouomncv7 2.ROOF LIVE LOAD A. Minimum Roof Live Load: 20paf | 3.SNOW LOAD A, Ground Snow Load, PA: 15pxf B, Can ground snow load ba reduced per code: No 4.WIND LOAD | | 8, Design Wind Speed: 115mph B. Risk Category U| S,SEISMIC LOAD ! A. Mapped Spectral Response Acceleration, Ss: 105.9% (short period,O2a) | B. Mapped Spectral Response Acceleration, S1: 41.296 (long period, 1.Ua) 6. FROST DEPTH A. K4inimum Bearing Depth: 12in. nsMAnwa: Please notify the undersigned if the above information is incorrect of,incomplete. i FROM: Travis Johnson Wallace Engineering | Structural Consultants,Inc. CC: mo East Mathew Brady uma Tulsa,Oklahoma 74xo em.5u4.s85u fax o/uam,868o wallace 8/8/2014 Harrison French&Associates 1705 S.Walton Blvd,Suite 3 Bentonville,AR 72712 RE: #3757 Arlington,WA Walmart Racking/Shelving Fixture Code Call Report Wallace Project No.1410847 Summar Permit Required Calculations Required AHJ Code Check Contact Method ',Phone Email Date of Contact: 8.8/.14 Name of AHJ: City of Arlington Phone: 360.403.3432 Email: cyoung@arlinatonwa.aov Name of Contact; Christopher Young Building Code: 2012 IBC(WA Amendments) Seismic Design Category: D Permit Is a permit required for storage fixtures? E YES C NO If yes,Is it required to be a separate permit? U YES ;NO If Separate Permit Is Required Name of reviewing Agency: Is permit approval required prior to Issuing general remodel permit �+ 5 No Duration of permit approval Does AHJ allow face-to-face plan review YES ENO Is a licensed contractor required to anchor steel storage racks YES ENO I Calculations Are seismic calculations required for storage anchorage? ;YES C NO i Are seismic calculations required for other types of shelving? YES ENO If yes,list: Can calculations be a deferred submittal? YES M NO Submittal Requirements l Plan Documents Required: Yes Calculation Required: Yes I Is,075 storage rack frame thickness acceptable? YES [-]NO Remarks Information obtalned from the architect. Sincerely, WALLACE ENGINEERING STRUCTURAL CONSULTANTS,INC, I Travis Johnson Wallace Engineering Structural Consultants,Inc. 200 East Madiew Brady Street Tulsa,Oklahoma 74103 918.584.5858,800.364.5858 www.wallacesc.com j it Search Results for Map Page 1 of 1 Home AboGit This Site LatlLong Finder Related Resources Sponsors About ATC Contact Search Results k >k" " "F « Canatla a { R i Alberta �r¢ +fir Latitude:48.1987 Longitude -122.1251 a ffk al 7r° t+ Columbia Erlmoonlon Snakalchewan : n f t� t F J�4.j 7��t)h1 F'' Fa ASCE 7-10 Wind Speeds ��r; rti¢ �&f r kbel8ary r� (3-sec peak gust MPH*): Risk Category I:100 ; _,_-- Risk Category II:110 ;a Washington Montana Nortl Risk Category III-IV:115 Uakot MRI**10 Year:72 z ; i saud MRI**25 Year:79 Dakol Oregon MRI**50 Year:85 � Idaho Wyammg MRI**100 Year:91 = { FL _4 , Nebr ASCE 7-05:85 y r t,� +` Nevada ' UIa6 k color dotla"Sta ASCE 7-93:70 sr k rkf-1J�1414�59 ` �, r.w u L•04 Vaua Lns MaP'�JaCa 02e4Goagle,INE&I •MPH(Mlles per hour) ••MRI Mean Recurrence Interval(years) Users should oonsull with local bulkling ofaclals to delernine If there are community-5pod9c wind speed requirements that govern. L.._I Download a PDF of vour results l� Print your results WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be correct,ATC assumes no responsibility or liability for Its accuracy.The material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals.ATC does not Intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site.Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site(s)described by IatitudeAongitude location in the wind speed report. Sponsored by the ATC Edowment Fund-Applied Tachnolcav CounrJl•201 Redwood Shores Parkway,9ulte 240•Redwood City,California 94065•(650)595-1542 I r i http://windspeed.atcouncil.org/index.php?option==com_content&view=article&id=10&dec=... 8/7/2014 I Design Maps Summary Report Page 1 of 1 Design Maps Summary Report User-Specified Input Building Code Reference Document 2012 International Building Code (which utilizes U5GS hazard data available in 2008) Site Coordinates 48.180811N, 122.131361W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 00 5 '� Tratltar� x " QQ4m' � 1 ya� y 4y.5 • hh133 1 Arllnt#ton " 5,39 r hh �+ w+ N • n :I h 'b M �kq1] 8 _ 0201�41 �� 0 K1apiMn.st USGS-Provided Output Ss = 1,059 g SMs = 1.140 g Sos = 0.760 g S, = 0.412 g Sr„ = 0.654 g So, = 0,436 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. M+ICEp Response Spectrum [design Response Spectrum 1,20 0.90' 1.0d 0.72 0.96 0.64 0.94 0.56 W- 0.72 C 0.49 M 0.60 ea.40 0.49 0.22 0,36 0.24 -�. 0.24 0,16 0.12 0.09 0.00 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.00 2,00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2,00 Period, T(sec) Period, T(see) Although this Information is a product of the U.S.Geological Survey, we provide no warranty, expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. l' I http://ehp3-earthquake.wr.usgs.gov/designmaps/us/summary.php?template=minimal&latitu... 8/7/2014 WALLACE DESIGN PROGRAM Revised 3/6/2014 by MNL Copyright Date 8/11/2014 Sheet No. of Job _ _Arlington,WA_ Subject Rack Seismic Design 2008 RMI, 2009 IBC (Ch: 16) and ASCE 7-05 (Ch: 11 to 13) Seismic Loads Section 1613.1 of 2009 IBC excludes Chapter 14 and Appendix 11A of ASCE 7 1. User Input Values: (Single underlined values) Mapped Spectral Response Acceleration for Short Periods,Ss= 1.059 (Figure 1613.5(1)or CD-Rom) Mapped Spectral Response Acceleration for 1-second Periods,S1= 0.412 (Figure 1613.5(2)or CD-Rom) Assumed Site Class(A,B,C,D,E,F)= D (Table 1613.5.2&Sec.1613.5.2) Building Category= III (IBC:Table 1604.5&ASCE:Table 1.1) Site Coefficient, Fa= 1.08 (Table 1613,6,3(1)) Site Coefficient, Fv= 1.59 (Table 1613,5,3(2)) Site Adjusted Spectral Response Acceleration for Short Periods,Sms= 1.140 (Section 1613.5.3, 11.4.1, Site Adjusted Spectral Response Acceleration for 1-second Periods,Sm1= 0.654 and 12.8.1.3) Design Spectral Response Acceleration for Short Periods,Sds= 0.760 (Section 1613.5.4 and 11.4.4) Design Spectral Response Acceleration for 1-second Periods, Sd1= 0,436 Seismic Design Category based on short period= D (Use worst case except for Seismic Design Category based on 1-second period= D Section 1613.5.6.1) Seismic Design Category= D (Section 11.4.1 and 11.6) Overstength Factor,Do= 2 (Table 12.2-1) Cross-aisle Down-aisle Response Modification Factor,R= 4 6 (RMI Section 2.6.3) Fundamental Period,T 0.5 1.3 Seismic Response Coefficient,Cs Cross-aisle Down-aisle Cs=Sd1IT R= 0.218 0.056 but need not be greater than Cs=Sds/R 0,190 0.127 and shall not be taken less than Cs=0.044Sds 0.033 0.033 or less than Cs=0.5 S1 /R when S1 is equal to or greater than 0.6 N/A N/A Cs,Seismic Response Coefficient= 0.190 0.056 (RMI Section 2.6.3) 2. Design Load for Rack Systems: a. Sales Floor/Garden Center Area: Cross-aisle Down-aisle Seismic Importance Factor,Ip= 1.50 V=Cs Ip Ws= (RMI Section 2,6.2) _ 0.285W 0.084W (RMI Section 2.6.2) b. Storage Areas: i Seismic Importance Factor,Ip= 1.00 V=Cs Ip Ws= (RMI Section 2,6.2) 0.190W 0.056W(RMI Section 2.6.2) I WALLACE DESIGN PROGRAM Revised 31612014 by MNL Copyright Date 8/11/2014 Sheet No. of Job Arlington,WA Subject Rack Seismic Design Seismic Tables Site Coefficient, Fa Table 11.4-1 and 1613.5.3(1) Site Mapped S ectral Response Acceleration at Short Periods Ss Class Ss<=0.25 0.5 0.75 1 Ss>=1.25 A _ 0.80 0.80 0.80 0.80 0.8D B 1.00 _ 1.00 1.00 1.00 1.00 C _1.20 1.20 1.10 1.00 1,00 D 1.60 1.40 1.20 1.10 1 .00 E 1 2.50 1 1.70 1 1.20 1 0.90 1 0.90 FI -- -- -- -- -- Site Coefficient, Fv Table 11.4-2 and 1613.5.3(2) Site Mapped S ectral Response Acceleration at 1 Second Period S1 Class S1<=0.1 0.2 _0.3 0.4 S1>=0.5 A 0.80 0.80 - 0.80 0.80 0.80 B 1.00 _ 1.00 1.00 1.00 1.00 C _ 1.70 1.60 1.50 _ 1.40 1.30 D _ 2.40 _ 2.00 1.80 1.60 1.50 E 3.50 3.20 2.80 2.40 2.40 Seismic Design Category based on Short Period Response Acceleration (Table 1613.5.6(1)and 11.6-1) _ Value of Occupancy Category Sds _ I or II III IV Sds<=0.167 A A _A 0.1 67<=Sds<l B B C 0.33<=Sds<0 _ C _ _ C _ D 0,5<=Sds D D _ D S1>=0.75 IE E F Seismic Design Category Based on 1-Second Period Response Acceleration (Table 1613.5.6(2)and 11.6-2) Value of Occupancy Category Sd1 I or II III IV Sds<=0.067 A A A 0,067<=Sds<1 B B C_ 0.1 33<=Sds<l C C D 0,2<=Sds D D D S1>=0.75 E E F WALLACE DESIGN PROGRAM Revised 31612014 by MNL Copyright 0 Date 8/11/2014 Sheet No. of a r n ton,VVA u ec FIXTURE ANCHORAGE Fixture Geometry Fixture Type= 24V-half Fixture Height= 78 In Fixture Support SpacingMIdth= 48 In Fixture Shelf Depth= 24 In Number of Levels/Shelves= 6 Anchor Geometry Anchor Support Spacing 96 in Anchor Support Depth= 14 In M Fixture Loading i = Weight of Fixture= 224 Ibs 1 I Weight of Fixture per Level/Shelf= 37 Ibs = Rated Load per Level/Shelf= 120 Ibs W Design Loads al = = Seismic Response Coeff.,Cs(cross-aisle)= 0.190 Improtance Factor Ip= 1.5 _ Coeff.of Friction,Steel on Conc= 0.25 o Wind Load on Fixture: Int(1)or Ext(E)= 1 0 psf Overturning Check Wind DEPTH Wind,Mo= 0 In-Ibs Seismic(Service) RMI Case 1: RMI Case 2: 67%of product load each shelf 100%of product load at top shelf only Max Product Height= 14 in Base Shear,V= 201 Ibs Base Shear,V= 98 Ibs Shelf heights Load Height Load/Level Force/Level Load/Level Force/Level H9=0.0 In 0.0 In Fs= 0 0 ibs Fs= 0 0 Ibs H8=0.0 In 0.0 in Fe= 0 0 ibs Fe= 0 0 Ibs H7=0.0 In 0.0 In IFy= 0 0 ibs Fr= 0 0 ibs H6=14.4 In 85.0 In Fs= 118 58 Ibs Fs= 157 62 Ibs H5=14.4 In 70.6 in Fs= 118 48 ibs Fs= 37 12 ibs H4=14.4 in 66.2 In F4= 118 38 ibs F4= 37 10 ibs H3=14.4 In 41.8 In Fs= 118 29 ibs F3= 37 7 Ibs H2=14.4 In 27.4 In FZ= 118 19 Ibs FZ= 37 5 Ibs H1=6.0 in 13.0 In Ft= 118 9 Ibs F,= 37 2 ibs Total= 707 201 Ibs Total= 3441 98 Ibs Overturning based on load Seismic 1,Mo= 6207 in-Ibs Seismic 2,Mo= 3585 in-Ibs combination 3 of RMI 2.1 Resisting,MR= 2354 in-Ibs Reslsting,MR= 1147 in-Ibs Overturning Unity Check: 0.32<1.5,Provide Anchors per RMI 8.1 Sliding Check Wind �- Wind,V= __0 Ibs _ Seismic RMI Case 1: RMI Case 2; Sliding based on load Seismic,V= 101 Ibs Seismic,V= 49 Ibs combination 3 of RMI 2.1 Resistance,SR= 87 be Resistance,SR= 42 Ibs Sliding Unity Check: 0.86<1.5 Reactions Seismic Wind Vx.max= 14 Ibs Vx,max= 0 Ibs Ry,mex= 849 Ibs Ry,max= 0 Ibs Ry,min= -143 Ibs Rymn= 0 Ibs Ty,mex= 285 Ibs Ty,max= 0 Ibs I,I Anchor Design Try: C 2 3/8"DIA Powers Wedge Bolt+,hn=2.125" Seismic Capacity Wind Capacity Vanow= 025 Ibs >Vmax,OK Vaiiaw= 833.3333[be >Vmax,OK Teeow= 777 Ibs >Tmax,OK Tajicw= 1036,036 Ibs >Tmax,OK Interact: 0.39<1.2,OK Interact: 0.00<1.2,OK j USE(2)3/8"DIA Powers Wedge Bolt+,hn=2.125" WALLACE DESIGN PROGRAM Revised 31612014 by MNL --- —""— — — --"" Copyright Date 8111/2014 Sheet No. of Job Arlington,WA t5uplect FIXTURE ANCHORAGE Fixture Geometry Fixture Type= 4878 DEC Fixture Height= 78 in Fixture Support Spacing/Width= 72 in Fixture Shelf Depth= 48 In Number of Levels/Shelves= 4 Anchor Geometry Anchor Support Spacing 69 in Anchor Support Depth= 48 In = Fixture Loading I Weight of Fixture= 224 Ibs j I Weight of Fixture per Level/Shelf= 56 Ibs Rated Load per Level/Shelf= 500 Ibs W Design Loads i a = = Seismic Response Coeff„Cs(crass-alsie)= 0.190 Improtance Factor Ip= 1.5 I I i Coeff.of Friction,Steel on Conc= 0.25 ai I Wind Load on Fixture: Int(I)or Ext(E)= 1 0 psf =I I Overturning Check FP i Wind D��f �Wind,Mo= 0In-Ibs Seismic(Service) -- —~------- —T---- --� RMI Case 1: RMI Case 2: 67%of product load each shelf 100%of product load at top shelf only Max Product Height= 14 in Base Shear,V= 446 Ibs Base Shear,V= 206 Ibs Shelfheights Load Height Load/Level Force/Level Load/Level Force/Level H9=0.0 in 0.0 in Fs= 0 0 Ibs FB= 0 0 Ibs H8=0.0 In 0.0 In Fs= 0 0 Ibs Fe= 0 0 Ibs H7=0.0 In 0.0 in Fy= 0 0 Ibs Fr= 0 0 Ibs H6=0.0 in 0.0 In F6= 0 0 Ibs F3= 0 0 Ibs H5=0.0 in 0.0 In Fs= 0 0 Ibs F6= 0 0 Ibs H4=24.0 In 85.0 In F4= 391 193 Ibs F4= 556 182 Ibs H3=24.0 in 61.0 in F3= 391 139 Ibs F3= 66 13 Ibs H2=24.0 In 37.0 In I F2= 391 84 Ibs i F2= 56 8 Ibs H1=6.0In 13.0 in F,= 391 3o Ibs IF,= 56 3 Ibs Total= 1564 446 Ibs ITotai= 724 206 Ibs Overturning based on load Seismic 1,Mo= 14267 in-Ibs ! Seismic 2,Mo= 8361 in-Ibs combini 3 of RMI 2.1 Resisting,Ma= 18530 in-Ibs Resisting,MR= 8579 In-Ibs Overturning Unity Check: 1.03<1.5,Provide Anchors per RMI 8.1 Sliding Check Wind Wind,V= 0 Ibs Seismic _ RMI Case 1: RMI Case 2: Sliding based on load Seismic,V= 224 Ibs Seismic,V= 104 Ibs j combination 3 of RMI 2.1 I Resistance,SR_ 193 Ibs Resistance,SR= 89 Ibs Sliding Unity Check: 0.86<1.5 Reactions Seismic Wind Vx,mox= 15 Ibs Vx'—= 0 Ibs �- Ry,mflx= 1520 Ibs Ry,max= 0 Ibs Ry.mIn= 2 Ibs Ry,min= 0 Ibs Ty,max= 0 Ibs Ty,max= 0 Ibs I Anchor Design Try: A 1 3/8"DIA Powers Wedge Bolt+,hn-2.125" Seismic Capacity Wlnd Capacity Ve11"= 490 Ibs >Vmax,OK Vo11_= 653.1532 Ibs>Vmax,OK Tellm= 389 Ibs >Tmex,OK Tonow= 518.018 Ibs>Tmax,OK I Interact: 0.03<1.2,OK Interact: 0.00<1.2,OK USE(1)3/8"DIA Powers Wedge Bolt+,hn=2,125" WALLACE DESIGN PROGRAM Revised 3/6/2014 by MNL Copyright Date 8/1 112 01 4 Sheet No, of o r ng on, FIXTURE ANCHORAGE Fixture Geometry Fixture Type= W-int(4B) Fixture Height= 84 In Fixture Support Spacing/Width= 96 in Fixture Shelf Depth= 48 In _ Number of Levels/Shelves= 3 Anchor Geometry Anchor Support Spacing 96 In Anchor Support Depth= 48 In = Fixture Loading Weight of Fixture= 228 Ibs Weight of Fixture per Level/Shelf= 76 Ibs tL I I = Rated Load per Level/Shelf= 1200 Ibs I W Design Loads Seismic Response Coeff.,Cs(cross-alsie)= 0.190 �i improtance Factor Ip= 1.5 Coeff.of Friction,Steel on Cone= 0.25 I o I = Wind Load on Fixture; Int(1)or Ext(E)= 1 0 psf Overturning Check Wind DEPTH Wind,Mo= 0 In-Ibs _ Seismic(Service) RMI Case 1: RMI Case 2: 07%of product load each shelf 100%of product load at top shelf only Max Product Height= 48 In Base Shear,V= 038 Ibs (Base Shear,V= 407 Ibs Shelf heights Load Height Load/Level Force/Level Load/Level Force/Level j H9=0.0 in 0.0 in Fe= 0 0 Ibs Fs= 0 0 Ibs H8=0.0 In 0.0 in Fs= 0 0 Ibs Fs= 0 0 Ibs H7=0.0 In 0.0 in F7= 0 0 Ibs F7= 0 0 Ibs H6=0.0 In 0.0 In Fe= 0 0 be Fs= 0 0 Ibs H5=0.0 In 0.0 in Fe= 0 0 Ibs Fe= 0 0 Ibs H4=0.0 In 0.0 in F4= 0 0 Ibs F4= 0 0 Ibs H3=36.0 In 108.0 in F3= 880 378 Ibs Fs= 1276 387 Ibs H2=36.0 In 66.0 in FZ= 679 178 Ibs Fz= 76 14 Ibs 1-11=12.0 in 30.0 in Ft= 679 81 Ibs Ft= 76 6 Ibs Total= 2238 638 Ibs Total= 1428 407 Ibs Overtuming based on load Seismic 1,Mo= 27675 in-Ibs Seismic 2,Me= 21544 in-Ibs combination 3 of RMI 2.1 Resisting,MR= 20518 In-Ibs-- Resisting,MR= 16923 in-Ibs Overturning Unity Check: 0.79<1.5,Provide Anchors per RMI 8.1 Sliding Check Wind F— Wind,V= 0 Ibs-------------- - — Seismic RMI Case 1: RMI Case 2; I Sliding based on load Seismic,V= 321 Ibs Seismic,V= 205 Ibs combination 3 of RMI 2.1 Resistance,SR= 276 Ibs Resistance,SR= 176 Ibs Sliding Unity Check: 0.86<1.5 Reactions Seismic Wind ux.mex= 22 Ibs VX'—= 0 Ibs Ry,max= 2251 Ibs Ry,n,nx= 0 Ibs Ry,mm= -48 Ibs Ry,min= 0 Ibs Ty.mex= 48 Ibs Ty,mez= 0 Ibs Anchor Design Try: B 1 1/2"DIA Powers Wed a Bolt+,hn=2.50" Seismic Capacity Wind Capacity Vaiiow= 541 Ibs >Vmax,OK Veuow= 720.7207 Ibs >Vmax,OK T"iiow= 490 Ibs >Tmax,OK Teii,w= 653.1532 Ibs >Tmax,OK Interact: 0.14<1.2,OK Interact; 0.00<1.2,OK USE(1)1/2"DIA Powers Wedge Bolt+,hn=2,50" WALLACE DESIGN PROGRAM Copyright©3/6/12 BDJ Date 8/11/2014 Sheet No. of Job Fixture Anchorage Subject Capacity of SOG STORAGE RACKS AT SLAB-ON-GRADE(UNREINFORCED) "Load-Carrying Capacity for Concrete Slabs on Grade"by Shentu,Jiang,and Hsu Variables: Subgrade Reaction Modulus, k= 150 pci Poisson's Ratio, p = 0.15 Baseplate Dimensions: W= 3.75 in 8 = 5in Required Safety Factor= 3 (1.4 minimum,3 for considering control joints) Slab Capacity by Concrete Compressive Strength (f'c) Charts: -----------------------------fc= 2500 psi , Slab Thickness E(psi) Moduls of Rupture(psi) Contact Width(in) Relative Stiffness Radius(in) Allowable Load(lbs) 4 2850000 375 1.875 18 15779 5 2850000 375 1.875 21 24654 5.5 2850000 375 1.875 23 29832 $ 2850000 375,. .. 1875. 24; 35502 ----------------= 3000-------pssi fc Slab Thickness E(psi) Moduls of Rupture(psi) Contact Width(In) Relative Stiffness Radius(in) Allowable Load(lbs) ----�. 4 3122019 411 1.875 18 16961 5 3122019 411 1:875 22 26501 5.5 3122019 411 1.875 23 32066 25 3$12 !- fc= 3500 psi I Slab Thickness E(psi) Moduls of Rupture(psi) Contact Width(in) Relative Stiffness Radius(in) Allowable Load(lbs) 4 3372165 444 1.875 19 18048 5 '3372165 444 1.875 22 28200 5.5 3372165 444 1.875 24 34121 6 3372165 444 1.875 25 40607 ----------fc------------- = 4000 psi i Slab Thickness E(psi) Moduls of Rupture(psl) Contact Width(in) Relative Stiffness Radius(in) Allowable Load(lbs) 4 3604997 474 1.875 19 19059 5 3604997 4 4, 1V5 22: 29780 5.5 3604997 474 1.875 24 36034 8.. .. 3604997 474 , 1,875 ;: 28. .42884 i _WALLACE DESIGN PROGRAM REVISED 411412008, Kenna Chapin Page 1 Copyright Date 8/11/2D14 Sheet No. of Job Rack Anchorage Subject 3/8"Ole Powers Wedge Bolt+ 2.125"hnom ANCHOR BOLT DESIGN ACI 318-02: Appendix D-Anchoring to Concrete 1.Input Allowable Stresses: Concrete compressive strength,Pc= 3000 psl <10000 psi,o.k. D3.5 Concrete weight category= N(N=Normal Weight,L=Llght Weight,S=Sand Lightweight) D3.4 Bolt steel tensile strength,fut= 100000 psi (if A307,use 58000 psi, Re:Chart for other anchors) Bolt steel yield strength,fy= psi (If A307,use 36000 psi. Re:Chart for other anchors) Is the bolt considered ductile or brittle? Brittle Is this a Seismic Design Category C or greater? Y (Y or N) D.3.3.3 Is the concrete cracked at service loads(ft>fr=7.5(fc)11.5)? Y (Y or N,use Y if not checked) D.5.2.6 If concrete is cracked is there a#4 or greater edge bar? N (Y or N) D•6.2.7 If concrete is cracked is there stirrups spaced at 4 in.? N (Y or N) D.6.2.7 I Loads(Ultimate,User Input) Load combinations per Section 9.2 or Appendix C? 9.2 9.2 or C Bolts: Is bolt hooked or headed? No What type of bolt head/nut? Hex(Square,Heavy Square,Hex,Heavy Hex,or Stud) Is the plate welded to the anchors? N (Y or N) To be Y,must also meet exceptions in D.6.2.3 Is the bolt threaded? Y (Y or N) Will the anchor be torqued? N (Y or N) Is there a grout pad under the plate? N (Y or N) Bolt diameter,do= 0.375 Inches D4.2.2 Bolt embedment,hef= 1.425 Inches Re:Fig.RD.0 Depth of concrete,h= 4 Inches Effective area of bolt,Asa= 0.103 sq.in, Ag for bolts w/o threads,Asa for threaded anchors Bearing area of head,Ab= sq.In. For headed anchor bolts Hook length= 0 Inches For hooked anchor bolts Bolt Configuration: D.8 Bolt edge distance in direction of shear,let= _ 5.00 inches le I Bolt edge distance orthogonal for shear,let= _ .00 inches sP ES VAC Bolt edge distance,le3= _43.00 inches Bolt edge distance,le4= 48.00 inches — Number of spaces vertical= 0 — I Bolt spacing vertical,s9= 3.50 inches Number of spaces horizontal= 0 �W � _ v c_ of Bolt spacing horizontal,s2= 3.50 inches I a+cuP Interior Bolts? N (Y or N) _„- _ _ Has supplementary reinforcing been provided? N (Y or N) D.4.2.1 1 � , NNO,Z. 5 Refer to Section D.4.2.1;if reinforcement Is provided within the breakout prism to resist the TOTAL load, breakout capacity need not be calculated. (Or If the embed Is far from an edge for shear,) Ignore concrete breakout for tension in Section D.5.2? N (Y or N) Ignore concrete breakout for shear perpendicular to edge In Section DAM N (Y or N) Ignore concrete breakout for shear parallel to edge In Section D.6,2? N (Y or N) 2.Verity the following Input Items: Reduction Factors: = 0.65 Concrete Strength Reduction for Breakout,NO,Ncbg,Nsb,and Nsbg D4.4 or D4.6 = 0.7 Concrete Strength Reduction for Breakout,Vcb,Vcbg D4.4 or D4.6 = 0.65 Concrete Strength Reduction for Pullout,Npn and Pryout,Vcp = 0.65 Steel Strength Reduction for Ns = 0.6 Steel Strength Reduction for Vs = 0.75 Additional Seismic Requirement Reduction Factor D3.3.3 = 1 Additional Reduction Factor for Concrete Type D3.4 Modification Factors: W1=1.00 Eccentric Loading for e1 in tension D5.2.4 Eq.D-9 W1=1.00 Eccentric Loading for e2 in tension W2=1.00 Edge Effects for concrete breakout in tension D.5.2.5 Eq.D-11 and D- W3=1,00 Cracking at service loads for concrete breakout In tension D.5.2.6 W4=NIA Not used for post installed anchors D.5.3.6 W5=1,00 Eccentric Loading for ev in shear D.6.2.5 Equation D-25 W6=0.00 Edge Effects for concrete breakout in shear D.6.2.6 Eq.D-26 and D-. W7=1.00 Cracking at service loads for concrete breakout In shear D•6.2.7 3 Check Tension Capacity #of bolts= 1 #of edges where c<1.5 hef: 0 D.5.2.3 Vertical Distance between outer most bolts= 0.00 Inches Horizontal Distance between outer most bolts= 0.00 Inches K= 17 D.5.2.2 cmin= 5.00 Inches cmax>1.5"hef= 0.00 inches D.5.2.3 hef= 1.43 Inches If the group of anchors is near 3 or 4 edges and the largest edge distance cmax<1.5 hef, hef,for-use In equations 19.9,19-10,19-11,19-12,19-13,and 19-14.is limited to cmax/1.5 a, Calculate the steel strength of the group of anchors D.5.1 Ns=n*Ase*fut Ns= 10.30 Equation D-3 b.Calculate the concrete breakout strength of the group of anchors In tension D.5.2 Ano=9*hefA2 Ano= 18 sq.In. Equation D-6 An=projected area An= 18 sq.In. Fig.RD.5.2,1(a) For determining projected area: 1.5hef or edge = 2.14 Inches 1.6hef or edge2= 2.14 inches 1.5hef or edge3= 2.14 Inches 1.5hef or edge4= 2.14 Inches For thin sections subtract for vertical spacing 0.00 Inches subtract for horizontal spacing 0.00 Inches An/Ano= 1.00 Nb=k(fc)1.5*heM1.5*concrete modifier Nb= 1.58 kips Equation D-7 Ncbg=[An/Anol*W1*W2*,q3*Nb Ncbg= 1.58 kips Equation D-4 and D-5 c. Calculate the concrete pullout strength of the anchors In tension. Section D.5.3 Np(taken from ESR report)= Np= 1.19 kips Equation D-14 eh= 1.1 D5.3.5 Equation D-12 Npn=n*W4*Np Npn= 1.19 kips Equation D-12 d, Check Concrete side-face blowout strength of a headed anchor In tension D.5.4 0.4*hef= 0.57 inches <c min. 5 in. Nsb= Does not apply e, Check Controlling Anchor strength In Tension D4.1 For Group of Botts: For one bolt: O*Ns= 6.70 kips Steel Strength �*Ns= 6.70 kips Steel Strength O*Npn= 0.77 kips Concrete Pullout O*Npn= 0.77 kips Concrete Pullout O*Ncbg= 1.03 kips Concrete Breakout O*Nn= 0.58 kips O*Nn= 0.58 kips D-1 f. Allowable Stress Design Value D4.1 a==1.2(30'Z.)1 1.6(70%)= 1.48 mNn/a= 0.39 kips Tension Capacity i I 4 Check Shear Capacity D.6 #of edges<1.5*cl : 1 D.6.2.4 I= 1.43 Inches anchor length for shear,not to exceed 8do Definition Grout pad factor-- 1.00 D.6.1.3 cl= 5.00 Inches c2= 5.00 inches cl max= 5.00 Inches c2max= 5.00 inches D.6.2.4 a. Calculate the steel shear strength of the group of anchors 13.6.1.1, Vs(taken from ESR report)= VS= 3.67 kips Equation 0-18 b. Calculate the concrete breakout strength of the group of anchors in shear D•6.2 Avo=4.5*c1A2 Avol= 113 sq.In. Equation D-22 Av Is the projected area for the anchor towards each edge, Figures RD.6.2.1 For determining projected area for shear force depth 1= 4.00 Inches perpendicular to edge: 1.5"cl or edge 2= 5.00 Inches 1.5*cl or edge 4= 7,50 Inches side length 1= 12.50 Inches Avl= 50 sq.in. *1 AV 1/Avo= 0.44 Vb=7*(I/do)^.2*doA.5*fcA.5*c1A1.5"concrete modifier Vb= 3.43 kips Equation D-23 or D-24 Vcbg=(Av/Avo)*yr5*4r6*yr7*Vb Vcbg= 1.37 kips Perpendicular to edge Equation D-20 and D-21 Avc2= 113 sq.in. For determining projected area for shear force depth 2= 4.00 Inches parallel to edge: 1.5*c2oredge 1= 6.00 Inches 1.5*c2 or edge 3= 7.60 Inches side length 2= 12.60 Inches Avg= 50 sq.In. *1 Avg/Avo= 0.44 Vb=7*(Ildo)A.2*doA.5*fcA.5*c2A1.5*concrete modifier Vb= 3.43 kips Equation D-23 or D-24 Vcbg=(Av/Avo)*y5*yr6*y7*Vb*2 Vcbg= 3.05 kips Parallel to edge Equation D-20 and 21 c. Calculate the concrete pryout strength of anchors In shear D.6.3 Vcp=kcp*Ncbg Vcp= 1.58 kips Equation D-28 kcp= 1 d. Check Controlling Anchor strength In Shear D4.1 For Group of Bolts: For one bolt: �*Vs= 2.20 kips Steel Strength o*Vs= 2.20 kips Steel Strength �*Vcbg= 0.96 kips Concrete Breakout O*Vcp= 1.11 kips Concrete Pryout O*Vcp= 1.11 kips Concrete Pryout O*Vn= 0.72 kips VW= 0.83 kips D-2 f. Allowable Stress Design Value D4.1 a=1.2(30%)+L6(70(A)= 1.48 OW/a 0.49 kips Shear Capacity WALLACE DESIGN PROGRAM REVISED 411412008, Kenna Chapin Page 1 Copyright Date 8/1 112 01 4 Sheet No. of Job Rack Anchorage Subject 1/2"Dia Powers Wedge Bolt+ 2.5"hnom ANCHOR BOLT DESIGN ACI 318-02: Appendix D-Anchoring to Concrete 1.Input Allowable Stresses: Concrete compressive strength,fc= 3000 psi <10000 psi,CA. D3.5 Concrete weight category= N (N=Normal Weight,L=Llght Weight,S=Sand Lightweight) D3.4 Bolt steel tensile strength,fut= 100000 psi (If A307,use 58000 psi. Re:Chart for other anchors) Bolt steel yield strength,fy= psi (If A307,use 36000 psi. Re:Chart for other anchors) Is the bolt considered ductile or brittle? Brittle Is this a Seismic Design Category C or greater? Y (Y or N) D.3.3.3 Is the concrete cracked at service loads(fbfr-7.5(fC)A.5)7 Y (Y or N,use Y If not checked) D.5.2.6 If concrete is cracked is there a#4 or greater edge bat? N (Y or N) D.6.2.7 If concrete is cracked is there stirrups spaced at 4 In.? N (Y or N) D.6.2.7 Loads(Ultimate,User Input): Load combinations per Section 9.2 or Appendix C? 9.2 9.2 or C Bolts: Is bolt hooked or headed? No What type of bolt head/nut? Hex(Square,Heavy Square,Hex,Heavy Hex,or Stud) Is the plate welded to the anchors? N (Y or N) To be Y,must also meet exceptions In D.6.2.3 Is the bolt threaded? Y (Y or N) Will the anchor be torqued? N (Y or N) Is there a grout pad under the plate? N (Y or N) Bolt diameter,do= 0.6 Inches D4.2.2 Bolt embedment,hef= 1,65 Inches Re:Fig.RD.0 Depth of concrete,h= 4 Inches Effective area of bolt,Ase= 0,168 sq,in. Ag for bolts w/o threads,Ase for threaded anchors Bearing area of head,Ab= sq,In, For headed anchor bolts Hook length= 0 Inches For hooked anchor bolts Bolt Configuration: D 8 Bolt edge distance In direction of shear,Iel= 5.00 Inches 102 1 Bolt edge distance orthogonal for shear,1e2= 5.00 Inches PACES SP CAE Bolt edge distance,1e3= 48.00 Inches Bolt edge distance,Ie4= 48.00 Inches Number of spaces vertical= 0 _ Bolt spacing vertical,sl= 3.50 inches o Number of spaces horizontal= 0 W- .,v w _ _ _ i~Bolt spacing horizontal,s2= 3.50 inches Interior Bolts? N (Y or N) B�^ C Has supplementary reinforcing been provided? N (Y or N) D.4.2.1 a; MW D l Refer to Section D.4.2.1;If reinforcement is provided within the breakout prism to resist the TOTAL load, breakout capacity need not be calculated. (Or If the embed Is far from an edge for shear.) Ignore concrete breakout for tension in Section D,6.2? N (Y or N) Ignore concrete breakout for shear perpendicular to edge in Section D,6,2? N (Y or N) Ignore concrete breakout for shear parallel to edge In Section D.6.2? N (Y or N) i I 2.Verify the following input items: Reduction Factors: = 0.65 Concrete Strength Reduction for Breakout,Nob,Ncbg,Nsb,and Nsbg D4.4 or D4.6 = 0.7 Concrete Strength Reduction for Breakout,Vcb,Vcbg D4.4 or 04.6 = 0.65 Concrete Strength Reduction for Pullout,Npn and Pryout,Vcp = 0.65 Steel Strength Reduction for Ns = 0.6 Steel Strength Reduction for Vs = 0.75 Additional Seismic Requirement Reduction Factor D3.3.3 = 1 Additional Reduction Factor for Concrete Type D3A Modification Factors: W1=1.00 Eccentric Loading for e1 In tension D5.2.4 Eq.D-9 W1=1,00 Eccentric Loading for e2 in tension W2=1,00 Edge Effects for concrete breakout in tension D.5.2.5 Eq.D-11 and D-' W3=1.00 Cracking at service loads for concrete breakout in tension D.5.2.6 W4=NIA Not used for post installed anchors D.5.3.6 W5=1.00 Eccentric Loading for ev In shear D.6.2.5 Equation 0-25 W6-0.90 Edge Effects for concrete breakout in shear D.6.2.6 Eq.D-26 and D-, W7=1.00 Cracking at service loads for concrete breakout in shear D.6.2.7 3 Check Tension Capacity #of bolts= 1 #of edges where c<1.5 hef: 0 D.5.2.3 Vertical Distance between outer most bolts= 0.00 Inches Horizontal Distance between outer most bolts= 0.00 Inches K= 17 D.5.2.2 cmin= 5.00 inches cmax>1.5*hef= 0.00 inches D.5.2.3 hef= 1.65 inches If the group of anchors Is near 3 or 4 edges and the largest edge distance cmax<1.5 hef, hef,for use in equations 19-9,19-10,19-11,19-12,19-13,and 19-14 Is limited to cmax/1.5 a. Calculate the steel strength of the group of anchors D.5.1 Ns=n*Ase*fut Ns= 16.80 Equation D-3 b.Calculate the concrete breakout strength of the group of anchors in tension D.5.2 Ano=9*hef 112 Ano= 25 sq.In. Equation D-6 An=projected area An= 25 sq.In. Fig.RD.5.2.1(a) For determining projected area: 1.5heforedgel= 2.48 Inches 1.5hef or edge2= 2.48 Inches 1.5hef or edge3= 2.48 Inches 1.5hef or edge4= 2.48 Inches For thin sections subtract for vertical spacing 0.00 Inches subtract for horizontal spacing 0.00 Inches An/Ano= 1.00 Nb=k(fc)^,5*hef^1.5*concrete modifier Nb= 1.97 kips Equation D-7 Ncbg=[An/Ano]*W1*W2*W3*Nb Ncbg= 1.97 kips Equation DA and D-5 c. Calculate the concrete pullout strength of the anchors in tension. Section 0.53 Np(taken from ESR report)= Np= 1.48 kips Equation D-14 eh= 1.5 D5.3.5 Equation D-12 Npn=n*W4*Np Npn= 1.43 kips Equation D-12 d. Check Concrete side-face blowout strength of a headed anchor in tension D.5.4 0.4*hef= 0.66 inches <c min. 5 in. Nsb= Does not apply e. Check Controlling Anchor strength in Tension D4.1 For Group of Bolts: For one bolt: Q*Ns= 10.92 kips Steel Strength �*Ns= ' 10.92 kips Steel Strength O*Npn= 0.96 kips Concrete Pullout $*Npn= 0.96 kips Concrete Pullout 4*Ncbg= 1.28 kips Concrete Breakout �*Nn- 0.72 kips > 0 kips o.k. �*Nn= 0.72 kips > 0 kips o.k. D-1 f. Allowable Stress Design Value D4.1 a=1,2(301%)+1,6(70"%)= 1.48 ON n/a= 0.49 kips Tension Capacity 4 Check Shear Capacity D.6 #of edges<1.5*cl: 1 D.6.2,4 I= 1.65 inches anchor length for shear,not to exceed 8do Definition Grout pad factor- 1.00 D.6.1.3 cl= 5.00 Inches c2= 6.00 inches cl max= 5.00 inches c2max= 5.00 Inches D.6.2.4 a. Calculate the steel shear strength of the group of anchors D.6.1.1 Vs(taken from ESR report)= Vs= 7.98 kips Equation D-18 b. Calculate the concrete breakout strength of the group of anchors In shear D.6.2 Avo=4.5*c1A2 Avol= 113 sq.In. Equation D-22 Av Is the projected area for the anchor towards each edge. Figures RD.6.2.1 For determining projected area for shear force depth 1= 4.00 Inches perpendicular to edge: 1.5*cl or edge 2= 6.00 Inches 1.5*clor edge 4= 7,50Inches side length 1= 12.50 Inches Avl= 50 sq.in. `1 Avl/Avo= 0.44 Vb=7*(I/do)A.2*doA.5*fcA.5*C1A1.5*concrete modifier Vb= 3.85 kips Equation D-23 or D-24 Vcbg=(Av/Avo)*yr5*yr6*yr7*Vb Vcbg= 1.54 kips Perpendicular to edge Equation D-20 and D-21 Avo2= 113 sq.in. For determining projected area for shear force depth 2= 4.00 Inches parallel to edge: 1.5*c2oredge 1= 5.00 Inches 1.5*c2 or edge 3= 7.60 Inches side length 2= 12.50 Inches Avg= 50 sq.In. *1 Av2/Avo= 0.44 Vb=7*(I/do)A.2*doA.5*fcA.5*c2A1.5*concrete modifier Vb= 3.86 kips Equation D-23 or D-24 Vcbg=(Av/Avo)*W5*W6*iy7*Vb*2 Vcbg= 3.42 kips Parallel to edge Equation D-20 and 21 c. Calculate the concrete pryoul strength of anchors In shear D.6.3 Vcp=kcp*Ncbg Vcp= 1.97 kips Equation D-28 kcp= 1 d. Check Controlling Anchor strength in Shear D4.1 For Group of Bolts: For one bolt: �*Vs= 4.79 kips Steel Strength �*Vs= 4.79 kips Steel Strength O*Vcbg= 1.08 kips Concrete Breakout �*Vcp= 1.38 kips Concrete Pryout �*Vcp= 1.38 kips Concrete Pryout O*Vn= 0.81 kips > 0 kips o.k. �*vn= 1.04 kips > 0 kips o.k. D-2 f. Allowable Stress Design Value D4,1 a=1.2(30%)+1.6(70%)= 1.48 4)vnla= 0.55 kips Shear Capacity WALLACE DESIGN PROGRAM REVISED 411412008, Kenna Chapin Page 1 Copyright Date 8/11/2014 Sheet No. of Job Rack Anchorage Subject (2)3/8"Dia Powers Wedge Bolt+ 3.5"spacing 2.125"hnom ANCHOR BOLT DESIGN ACI 318-02: Appendix D-Anchoring to Concrete 1.Input Allowable Stresses: Concrete compressive strength,fc= 3000 psi <10000 psi,o.k, D3.5 Concrete weight category= N(N=Normal Weight,L=Llght Weight,S=Sand Lightweight) D3.4 Bolt steel tensile strength,fut= 100000 psi (If A307,use 58000 psi. Re:Chart for other anchors) Bolt steel yield strength,fy= psi (If A307,use 36000 psi. Re:Chart for other anchors) Is the bolt considered ductile or brittle? Brittle Is this a Seismic Design Category C or greater? Y (Y or N) D.3.3.3 Is the concrete cracked at service loads(ftbfr=7.5(fc)")7 Y (Y or N,use Y If not checked) D.5.2.6 If concrete is cracked is there a#4 or greater edge bar? N (Y or N) D.6.2.7 If concrete is cracked is there stirrups spaced at 4 in.? N (Y or N) D.6.2.7 Loads(Ultimate,User Input) Load combinations per Section 9.2 or Appendix C? 9.2 9.2 or C Bolts: Is bolt hooked or headed? No What type of bolt head/nut? Hex(Square,Heavy Square,Hex,Heavy Hex,or Stud) Is the plate welded to the anchors? N (Y or N) To be Y,must also meet exceptions In D.6.2.3 Is the bolt threaded? Y (Y or N) WIII the anchor be torqued? N (Y or N) Is there a grout pad under the plate? N (Y or N) Bolt diameter,do= 0.375 inches D4.2.2 Bolt embedment,hef= 1.425 Inches Re:Fig,RD.O Depth of concrete,h= 4 Inches Effective area of bolt,Ase= 0.103 sq.1n. Ag for bolts w/o threads,Ase for threaded anchors Bearing area of head,Ab= sq.In. For headed anchor bolts Hook length= 0 Inches For hooked anchor bolts Bolt Configuration: D 8 Bolt edge distance in direction of shear,lei= 5.00 Inches Ie7— le Bolt edge distance orthogonal for shear,IQ= 5.00 Inches PACES SPAC Bolt edge distance,le3= 48.00 Inches Bolt edge distance,le4= 48.00 inches --" Number of spaces vertical Bolt spacing vertical,s1= 3.50 Inches Number of spaces horizontal= 0 W 8 �- i••-� C_u`F Bolt spacing horizontal,s2= 3.50 Inches I 1 p+ouP Interior Bolts? N (Y or N) Has supplementary reinforcing been provided? N (Y or N) V — _-� - D.4.2.1 �2 1. 80p _HOl IZ. DIST�� LL�o. ji Refer to Section D.4,2.1;If reinforcement is provided within the breakout prlsm to resist the TOTAL load, breakout capacity need not be calculated. (Or If the embed is far from an edge for shear.) Ignore concrete breakout for tension in Section D.5.2? N (Y or N) Ignore concrete breakout for shear perpendicular to edge in Section D.6,2? N (Y or N) Ignore concrete breakout for shear parallel to edge in Section D.8.2? N (Y or N) 2.Verify the following Input Items: Reduction Factors: = 0.65 Concrete Strength Reduction for Breakout,Ncb,Ncbg,Nab,and Nsbg D4.4 or D4.6 = 0.7 Concrete Strength Reduction for Breakout,Vcb,Vcbg D4.4 or D4.6 = 0.65 Concrete Strength Reduction for Pullout,Npn and Pryout,Vcp = 0.65 Steel Strength Reduction for Ns = 0.6 Steel Strength Reduction for Vs = 0.75 Additional Seismic Requirement Reduction Factor D3.3.3 a= 1 Additional Reduction Factor for Concrete Type D3.4 Modification Factors: W1=1.00 Eccentric Loading for e1 in tension D5.2.4 Eq.D-9 W1=1.00 Eccentric Loading for e2 In tension ,#2=1.00 Edge Effects for concrete breakout In tension D.6.2.5 Eq,D-11 and D- W3-1.00 Cracking at service loads for concrete breakout In tension D.5.2.6 W4=NIA Not used for post Installed anchors D.5.3.6 W5=1.00 Eccentric Loading for ev in shear D.6.2.6 Equation D-25 W6=0.90 Edge Effects for concrete breakout In shear D.6.2.6 Eq.D-26 and D-. W7= 1.00 Cracking at service loads for concrete breakout in shear D.6.2.7 3 Check Tension Capacity #of bolts= 2 #of edges where c<1.5 hef: 0 D.5.2.3 Vertical Distance between outer most bolts= 3.50 Inches Horizontal Distance between outer most bolts= 0.00 Inches K= 17 D.5.2.2 cmin= 5.00 inches cmax>1.6*hef= 0.00 inches D.5.2.3 hef= 1.43 Inches If the group of anchors is near 3 or 4 edges and the largest edge distance cmax<1.5 hef, hef,for use in equations 19-9,19-10,19-11,19-12,19-13,and 19-14 Is limited to cmax/1.5 a. Calculate the stool strength of the group of anchors D.5.1 Ns=n*Ase*fut Ns= 20.60 Equation D-3 b.Calculate the concrete breakout strength of the group of anchors In tension D.5.2 Ano=9*hef 112 Ano= 18 sq.In. Equation D-6 An=projected area An= 33 sq.In. Fig.RD.5.2.1(a) For determining projected area: 1.6hef or edge1= 2.14 Inches 1.6hef or edge2= 2.14 Inches 1.5hef or edge3= 2.14 Inches 1.6hef or edge4= 2.14 Inches For thin sections subtract for vertical spacing 0.00 Inches subtract for horizontal spacing 0.00 Inches ArdAno= 1.82 Nb=k(fc)1.5*hefA1.5*concrete modifier Nb= 1.58 kips Equation D-7 Ncbg=[ANAno]*W1*W2*W3*Nb Ncbg= 2.88 kips Equation D-4 and D-5 c. Calculate the concrete pullout strength of the anchors in tension. Section D.5.3 Np(taken from ESR report)= Np= 1.19 kips Equation D-14 eh= 1.1 D5.3.5 Equation D-12 Npn=n*W4*Np Npn= 2.38 kips Equation D-12 d. Check Concrete side-face blowout strength of a headed anchor in tension D.5.4 0.4*hef= 0.57 Inches <c min. 5 in. Nsb= Does not apply e. Check Controlling Anchor strength In Tension 04.1 For Group of Bolts: For one bolt: VNs= 13.39 kips Steel Strength �*Ns= 6.70 kips Steel Strength �*Npn= 1.55 kips Concrete Pullout �*Npn= 0.77 kips Concrete Pullout �*Ncbg= 1.87 kips Concrete Breakout �*Nn= 1.16 kips O*Nn= 0.58 kips D-1 f. Allowable Stress Design Value D4.1 a=1,2(30%)+1.6(70%)= 1.48 mNn/a= 0.78 kips Tension Capacity 4 Check Shear Capacity D.6 #of edges<1.5*c1 : 1 D.6.2.4 = 1.43 inches anchor length for shear,not to exceed 8do Definition Grout pad factor= 1.00 D.6.1.3 cl= 5.00 inches c2= 6,001riches cl max= 5.00 inches c2max= 5.00 Inches D.6.2.4 a. Calculate the steel shear strength of the group of anchors D.6.1.1 Vs(taken from ESR report)= Vs= 7.34 kips Equation D-18 b. Calculate the concrete breakout strength of the group of anchors in shear D.6.2 Avo=4.5*c1A2 Avol= 113 sq.In. Equation D-22 Av is the projected area for the anchor towards each edge. Figures RD.6.2.1 For determining projected area for shear force depth 1= 4.00 Inches perpendicular to edge: 1.5*cl or edge 2= 6.00 Inches 1.5*cl or edge 4= 7.50 Inches side length 1= 12.50 Inches Avl= 50 sq.in. *2 Avl/Avo= 0.44 Vb=7*(I/do)A.2*doA.5*fCA.5*c1A1.5*concrete modifier Vb= 3.43 kips Equation D-23 or D-24 Vcbg=(Av/Avo)*y5*yr6*y,7*Vb Vcbg= 2.74 kips Perpendicular to edge Equation D-20 and D-21 Avc2= 113 sq.In, For determining projected area for shear farce depth 2= 4.00 Inches parallel to edge: 1.5*c2or edge 1= 5.00 Inches 1.5*c2 or edge 3= 7,50 Inches side length 2= 16.00 Inches Avg= 64 sq.In. * 1 Avg/Avo= 0.57 Vb=7*(I/do)A.2*doA.5*fcA.5*c2Al.5*concrete modifier Vb= 3.43 kips Equation D-23 or D-24 Vcbg=(Av/Avo)*yi5*yr6*y7*Vb*2 Vcbg= 3.90 kips Parallel to edge Equation D-20 and 21 c. Calculate the concrete pryout strength of anchors in shear D.6.3 Vcp=kcp*Ncbg Vcp= 2.88 kips Equation D-28 kcp= 1 d. Check Controlling Anchor strength in Shear D4.1 For Group of Bolts: For one bolt: O*Vs= 4.40 kips Steel Strength O*Vs= 2.20 kips Steel Strength �*Vcbg= 1.92 kips Concrete Breakout �*Vcp= 2.02 kips Concrete Pryout O*Vcp= 1.01 kips Concrete Pryout O*Vn= 1.44 kips O*Vn= 0,76 kips D-2 f. Allowable Stress Design Value D4.1 a=1.2(30%)+1.6(70%)= 1.48 (Dvn/a= 0.97 kips Shear Capacity I I 1 % 140 Walmart UNISPEC II - STORE PLANNING STORE # 3757 ARLINGTON, WASHINGTON Harrison French and Associates, LTD 1705 S Walton Blvd Suite 3 Bentonville,AR 72712 UniSpec II- Store Planning 111306 PROJECT MANUAL WAL-MART SUPERCENTER REMODEL ARLINGTON,WA Store Number: 3757 Project Number: 02-14-30107 08-12-14 For WAL-MART STORES,INC. STORE PLANNING Sam Walton Development Complex 2001 S.E. loth Street Bentonville,Arkansas 72716-0550 Harrison French and Associates,Architects 1705 S Walton Blvd Suite 3 Bentonville,AR 72712 UniSpec II- Store Planning 010106 DOCUMENT 00007 - SEALS PAGE ARCHITECT OF RECORD Harrison French and Associates,Architects 1705 S Walton Blvd Suite 3 Bentonville,AR 72712 Architect of Record Date 00007-1 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 072514 SECTION 00010-TABLE OF CONTENTS INTRODUCTORY INFORMATION 00001 Project Title Page 00007 Seals Page 00010 Table of Contents BIDDING REQUIREMENTS Bidding Requirements(including Invitation to Bids,Instructions to Bidders,and Bid Forms)are issued by the Owner(Wal-Mart)under separate cover and are not included in the Project Manual. CONTRACTING REQUIREMENTS Contracting Requirements(including Agreement,Bond,and Certificate Forms)are issued by the Owner(Wal-Mart) under separate cover and are not included in the Project Manual. DIVISION 1-GENERAL REQUIREMENTS 01100 Summary 01131 Alterations Project Procedures 01230 Alternates 01255 Request For Information 01310 Construction Management and Coordination 01320 Construction Progress Documentation 01330 Submittal Procedures 01452 Contractor's Quality Control 01454 Architect-Engineer Quality Assurance 01500 Temporary Facilities and Controls 01600 Product Requirements 01640 Owner Furnished Products 01700 Execution Requirements 01740 Cleaning 01742 Construction/Demolition Waste Management and Disposal 01770 Contract Closeout DIVISION 2-SITE CONSTRUCTION 02023 Selective Site Demolition DIVISION 3-CONCRETE NOT APPLICABLE DIVISION 4-MASONRY NOT APPLICABLE DIVISION 5-METALS 05090 Post-Installed Concrete and Masonry Anchors DIVISION 6-WOOD AND PLASTICS NOT APPLICABLE DIVISION 7-THERMAL AND MOISTURE PROTECTION 07900 Joint Sealers 10-1 #3757 Arlington,WA 08/12/14 DIVISION 8-DOORS AND WINDOWS NOT APPLICABLE DIVISION 9-FINISHES 09650 Resilient Flooring DIVISION 10-SPECIALTIES NOT APPLICABLE DIVISION 11-EQUIPMENT NOT APPLICABLE DIVISION 12-FURNISHINGS NOT APPLICABLE DIVISION 13-SPECIAL CONSTRUCTION NOT APPLICABLE DIVISION 13.1 -FIRE PROTECTION(By Fire Protection Engineer of Record) NOT APPLICABLE DIVISION 14-CONVEYING SYSTEMS NOT APPLICABLE DIVISION 15-MECHANICAL(By M.E.P.Engineer of Record) NOT APPLICABLE DIVISION 16-ELECTRICAL(By M.E.P.Engineer of Record) NOT APPLICABLE END OF TABLE OF CONTENTS 10-2 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 032709 SECTION 01100-SUMMARY PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Definitions. 2. Work covered by Contract Documents. 3. Work by Wal-Mart or Separate Contractors. 4. Contractor use of site and premises. 5. Coordination with occupants. 6. Partial occupancy. 1.2 DEFINITIONS A. Furnish:Purchase and deliver to project site,ready for installation. B. Install: Unpack,assemble, set in final position,fasten in place,make final connections,clean,adjust,and leave ready for use. C. Provide: Furnish and install. D. Receive: Accepting a delivery. (Entity responsible for accepting a delivery.) E. Final Connections: Complete plumbing,mechanical,and electrical connections as required and recommended by manufacturer for optimum operation of equipment. 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. Work of this Contract comprises the general construction required for a Wal-Mart Supercenter Remodel Special Project. B. Supercenter Store Remodel Work may include,but is not limited to(including coordination of work by Wal%Mart Separate Contractors),exterior sitework(ramps,stoops and stairs,bollards),minor demolition, construction of new walls,partitions with doors,interior finishes(flooring&base,painting,gypsum board,wall covering,FRP,acoustical ceiling,plastic laminate and trim,and glazing),exterior painting,bumper rails, aluminum entrances and storefront doors,automatic swing and sliding bi-parting doors,flexible traffic doors, sectional overhead doors,overhead coiling doors,Garden Center Work(shadecloth and truss,chainlink fencing or ornamental iron fencing),Tire/Battery Storage Area Work,plumbing,fire protection,refrigeration work, mechanical,electrical,and equipment for Wal%Mart Stores,Inc. The Supercenter Remodel Work may also include,but is not limited to(including coordination of work by Wal%Mart Separate Contractors),the same Work described above plus Tenant Space modifications,Grocery, Bakery, Seafood,Deli and Meat Department remodeling along with associated equipment replacement or relocation,loading dock equipment repair and replacement for Wal%Mart Stores,Inc. 1.4 WORK BY WAL-MART OR SEPARATE CONTRACTORS A. Wal-Mart has its own forces who will perform certain Work on the project,items noted'NIC'(Not In Contract) which will commence as indicated on the Construction Schedule. 01100-1 #3757 Arlington,WA 08/12/14 B. Wal-Mart may award separate contracts for work at the Site,which will be executed concurrent with work of this Contract. Consult and cooperate with Separate Contractors to the full extent provided for in the Conditions of the Contract. C. During setup of equipment by the Owner or separate contractors,make crane service available to hoist equipment directly from trucks to final position. Coordinate schedule with Wal-Mart's Construction Manager. 1.5 CONTRACTOR USE OF SITE AND PREMISES A. Limit use of site to allow for: 1. Wal-Mart occupancy. 2. Work by separate contractors and by Wal-Mart. 3. Use of site and premises by the public. B. Confine operations at site to areas permitted by Law,Ordinances,Permits and to Limits of Contract as shown on Contract Documents. Verify with Wal-Mart Construction Manager acceptable locations where operations may occur so as not to disturb Owner operations or customer traffic. C. Do not unreasonably encumber site with materials or equipment. D. Do not load structure with weight that will endanger structure. DO NOT STORE ROOFING MATERIALS ON THE EXISTING ROOF. E. Assume full responsibility for protection and safekeeping of all products stored on premises whether purchased by Contractor or Owner. Move stored products,which interfere with operations of Owner or customer traffic. F. Carefully coordinate sequence of construction activity and operations with Wal-Mart Construction Manager. G. Maintain the following conditions at all times during the construction period until possession by Wal-Mart. 1. Maintain building weathertight and secure. 2. Maintain building security and fire alarm systems in operation. (In the event both systems should fail, the Fire Alarm System shall have priority over the Security System.) a. Contract with local alarm company to maintain service, and repair existing systems as required due to work relating to this Contract. b. Alarm Company: 1) Visit site and be familiar with existing conditions. 2) Respond to service calls within 24 hours. C. Provide on-site guard services in the event the existing system is disabled for 8 hours or more. d. Coordinate security alarm with Section 01500-Temporary Facilities and Controls. e. Contact Wal-Mart Alarm Central Control at (479) 273-4600 for additional information and coordination relating to work associated with existing alarm systems. 3. Maintain access and egress from the building. 1.6 COORDINATION WITH OCCUPANTS A. Owner will occupy premises during entire period of construction for the conduct of Owner's normal,daily operations. Cooperate with Wal-Mart Construction Manager in construction operations to minimize delays, inconvenience,or conflict to Owner's daily business operations and customer traffic. The Contractor shall obtain permission from the Owner for interruptions of utility services to the building. Accidental interruptions shall be restored immediately. 1. Any Contractor work operations that may disrupt or interfere with Wal-Mart or building operation or function shall be reviewed and approved by Wal-Mart Construction Manager. 2. Submit written request for approval to Wal-Mart Construction Manager 14 calendar days in advance of date Contractor work operations are required to begin. 1.7 PARTIAL OCCUPANCY 01100-2 #3757 Arlington,WA 08/12/14 A. Wal-Mart will occupy any completed or partially completed portions of the Work. B. Cooperate with Wal-Mart to minimize conflict,and schedule the Work to facilitate Wal-Mart's operations. C. Prior to Wal-Mart occupancy in areas of new work,the following provisions shall be in place: 1. Illuminated exit signs are operational. 2. Exit doors,including required panic hardware,are operational. 3. Lighted, enclosed walkways and other temporary safety measures are in place if required by authorities having jurisdiction. 4. Fire sprinkler system is operational. 5. Doors required for Wal-Mart's security purposes are operational. D. After Wal-Mart occupancy: 1. Keep exit routes and exit doors free from obstructions. 2. Maintain exit signs and fire sprinkler system in operational condition. 3. Provide security for Wal-Mart's products,equipment,and operations. 4. Do not permit smoking in the building. PART 2-PRODUCTS Not Used. PART 3 -EXECUTION Not Used END OF SECTION 01100-3 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 011108 SECTION 01131 -ALTERATIONS PROJECT PROCEDURES PART 1 -GENERAL 1.1 DESCRIPTION A. Summary: The procedures and administrative requirements of this Section apply to all of the following Sections of the Specification,which are involved in alterations to the existing building. 1.2 RELATED REQUIREMENTS A. Section 01500-Temporary Facilities and Controls B. Section 02023 -Selective Site Demolition 1.3 SCHEDULING,ACCESS AND SECURITY A. Work Sequence: 1. The existing premises will be occupied during the construction process. Coordinate sequence of work with Wal-Mart Construction Manager and Store Manager on site in order that Wal-Mart's operations may continue. 2. The Wal-Mart Construction Manager will require a job start meeting prior to any Work activity. 3. The Construction Schedule is limited to a time frame established by Wal-Mart. Contact Wal-Mart Construction Manager immediately if,at any time,construction schedule is not being met or if delays are foreseen. 4. The Contractor shall develop a schedule of Work,which will be reviewed and approved by the Wal-Mart Construction Manager,describing the starting and completion dates of the different phases of this Project. Wal-Mart reserves the right to revise this schedule to best meet the needs for the Store's operations. Revisions to the Construction Schedule shall be made by the Contractor at no additional cost to Wal-Mart. As the construction progresses,the Contractor shall give an update of the construction schedule to the Store Manager and Wal-Mart Construction Manager on a weekly basis. B. Security is specified in Section 01500. C. Maintenance of Access and Operations: 1. During period of construction,Wal-Mart will continue to perform normal activities in existing building. Maintain proper and safe Customer and Associates access to operational areas at all times. 2. Schedule demolition and remodeling operations with Wal-Mart Construction Manager and/or Store Manager in such a manner as to allow Wal-Mart operations to continue with approved interruptions. 3. During period of construction,do not obstruct in any manner existing exitways unless additional exitways are provided. Prior to removal of existing exitways(stairs,corridors,doors)as part of new Work,provide and maintain new exitways so as to maintain same number of exitways. Maintain existing fire doors in a operable condition. Obtain approval from Authorities Having Jurisdiction(AHJ)for all temporary modifications to the existing system. D. Maintenance of Existing Services 1. Maintain environmental control in existing building,especially temperature,humidity and dust control. 2. Provide temporary power, services and connections as required to maintain existing mechanical and electrical services in building. 3. Notify Wal-Mart Store Manager and Construction Manager a minimum of three(3)days prior to each required interruption of mechanical or electrical services in building. Such interruptions shall be only at such times and for lengths of time as approved by the Wal-Mart Construction Manager and/or Store Manager. In no event shall interruption occur without prior approval of the Wal-Mart Construction Manager and/or Store Manager. 01131-1 #3757 Arlington,WA 08/12/14 E. Building Access/Construction Personnel Control. 1. Access to construction areas within building shall be as directed by Wal-Mart Construction Manager. 2. Restrict construction traffic to areas specifically designated by Wal-Mart Construction Manager. 3. All Contractors and any Subcontractors or Separate Contractors shall supply their employees with identification badges. All workers on the Project must wear company-specific identification badges or work shirts with company logo and name identification at all times while working on the Project or will be required to leave the premises. All company-specific badges shall be approved and acceptable to Wal- Mart. PART 2-PRODUCTS Not Used. PART 3 -EXECUTION Not Used END OF SECTION 01131-2 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 012712 SECTION 01230-ALTERNATES PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Alternate submission requirements of work included in Alternates. B. Related Sections: 1. Special Conditions: Acceptance of Alternates in award of a Contract. 1.2 DEFINITIONS A. Alternate: An amount proposed by bidders and stated and defined on the Bid Form for certain work that may be added to or deducted from the base bid amount if Wal-Mart decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. Alternates will be a part of the Work only if enumerated in the Agreement. 2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum. 1.3 PROCEDURES A. Notification: Immediately following award of the Contract,notify each party involved, in writing,of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. B. Execute accepted alternates under the same conditions as other work of the Contract. 1.4 SUBMISSION REQUIREMENTS A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at the Owner's option. Accepted alter- nates will be identified in the Owner-Contractor Agreement. 1.5 SCHEDULE OF ALTERNATES AND DESCRIPTION OF WORK INCLUDED IN ALTERNATES. A. Schedule of Alternates,when applicable,and descriptions thereof are shown on the Bid Form. PART2-PRODUCTS Not Used. PART 3 -EXECUTION Not Used. END OF SECTION 01230-1 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 092410 SECTION 01255-REQUEST FOR INFORMATION PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Requests for Information(RFI)procedures. 1.2 DEFINITION A. Requests for Information: A formal online process used during the construction phase to facilitate communication between the Contractor, the Wal-Mart Construction Manager, and the Professional of Record with regard to requests for additional information and clarification of the intent of the Contract Documents (Drawings and Specifications). B. Professional of Record: The Architect of Record(AOR)or the Civil Engineering Consultant(CEC). C. Architect of Record(AOR): The prime consultant in charge of overall design and coordination of the project. The AOR will be the administrator for all construction RFIs classified as "BLDG". 1.3 REQUEST FOR INFORMATION SUBMITTAL A. Submit requests for information for conditions requiring clarification of the Contract Documents on Wal-Mart Construction RFI website as designated by Wal-Mart. (www.bldgportal.com,enter username and password,select Construction RFI). Professional of Record will not respond to requests for information unless this format is utilized and all appropriate information is provided. Faxed or e-mailed RFIs will not be reviewed. B. Do not use Request for Information process during bidding phase. For questions during bidding phase, refer to Invitation to Bid issued by Wal-Mart Contract Administrator. C. Submit in accordance with procedure as follows: (See Process Flow Chart at the end of this Section) 1. Subcontractors, manufacturers, and suppliers shall submit request for additional information and clarification to Contractor. 2. Contractor shall contact Wal-Mart Construction Manager with requests for additional information or clarification. Wal-Mart Construction Manager will not accept requests for information or clarification submitted directly from subcontractors,manufacturers,or suppliers. 3. Wal-Mart Construction Manager will provide response to Contractor or will direct Contractor to submit a formal Request for Information. a. Submit a formal RFI only if authorized by the Wal-Mart Construction Manager. Submittal to Construction RFI website signifies authorization has been given. b. Generate Requests for Information by one source per project. C. Submit one request for information per website entry. 4. Professional of Record will review formal requests from Contractor and provide response within 2 working days. 5. Professional of Record's response shall not be considered as a Change Order or Change Directive,nor does it authorize changes in the Contract Sum or Contract Time. D. Scheduling,Costing,and Owner Provided Equipment Coordination: Direct to the Owner's Construction Manager. 1.4 PENALTY FOR FAILURE TO FOLLOW PROCEDURE A. A $250 administrative cost will be assessed to the Contractor for each Request for Information submitted which does not follow the procedure specified above. 01255-1 #3757 Arlington,WA 08/12/14 1.5 REIMBURSEMENT FOR ARCHITECTURAL AND ENGINEERING FEES A. The Contractor shall be charged administrative costs and professional fees incurred by Wal-Mart for additional Architectural and Engineering services associated with the correction of completed Work which is not in accordance with the Contract Documents. See Article 10 of the General Conditions of the Contract for Construction for provisions relating to correction of Work. PART 2-PRODUCTS Not Used. PART 3 -EXECUTION Not Used. END OF SECTION 01255-2 #3757 Arlington,WA 08/12/14 REQUEST FOR INFORMATION PROCESS FLOW CHART WAL-MART STORES, SUPERCENTER, SAM'S CLUB, NEIGHBORHOOD MARKET Subcontractor,,manufac- turer,supplier,or other party submits request for information to Contractor Wal-Mart Construction Contractor contacts Wal-Mart Construction Manager provides response Wal-Mart Construction Manager authorizes Con- to Contractor Manager (CM)with re- tractor to submit formal quest for information. CM Request for Information to will provide response or Wal-Mart authorize Formal RFi. Construction RFi wehsite V Contractor submits Re- quest for Information to Professional of Record on Wal-Mart V Professional of Record notifies appropriate con- sultant for response on Construction RFI Website Consultant answers RFI on Construction RFI Website Contractor issues response Professional of Record to subcontractor,manufac- issues response to Contrac- turer,supplier,or other for on Construction RFI party. Website 01255-3 #3757 Arlington,WA 08/12/14 01255-4 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 012910 SECTION 01310-CONSTRUCTION MANAGEMENT AND COORDINATION PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Project Management and Coordination: a. Definitions b. Construction Manager C. Project Coordination 1.2 DEFINITIONS A. Remodel General Contractor: Responsible contractor, who constructs, coordinates, and supervises the construction of the total Remodel. Also referred to as the General Contractor. B. Separate Contractor: A contractor(either subcontractor, specialty contractor or vendor) hired separately by Wal- Mart and outside of General Contractor's Construction Contract. C. Building Addition General Contractor: Contractor who constructs the Building Additions as a Special Project hired directly by Wal-Mart and under separate Construction Contract from Remodel General Contractor. D. Wal-Mart Construction Manager: The Wal-Mart (Owner's) representative in all matters relating to the Work of the Project. The person responsible for all approvals with the Remodel General Contractor and the Building Addition General Contractor. This person also coordinates with the Separate Contractors and the Wal-Mart Store Planning Field Project Manager. E. Wal-Mart Store Planning Field Project Manager: Wal-Mart-designated personnel who represents Wal-Mart during the Store Remodel. This person coordinates receipt of Wal-Mart-furnished items,coordinates moves of set up team,and assists in prioritizing work of Wal-Mart forces at the site. 1.3 WAL-MART CONSTRUCTION MANAGER A. Wal-Mart will assign this project to a staff Wal-Mart Construction Manager. The Wal-Mart Construction Manager is the Owner's representative in all matters relating to the Work except that the Wal-Mart Mechanical Services Construction Manager is also considered the Owner's representative in all matters relating to the Energy Management System,HVAC equipment and refrigeration equipment. B. Cooperate with the Wal-Mart Construction Manager in all matters relating to the Work on this project. C. During construction,coordinate use of site and facilities through the Wal-Mart Construction Manager. D. Comply with Wal-Mart Construction Manager's procedures for project communications, reports and records, and coordination with drawings,and comply with recommendations and resolution of ambiguities and conflicts. E. Comply with instructions of the Wal-Mart Construction Manager for use of temporary utilities and construction facilities. F. Coordinate use of site during Wal-Mart fixture setup work under instructions of the Wal-Mart Construction Manager. 1.4 COORDINATION BETWEEN DIFFERENT CONSTRUCTION CONTRACTS 01310-1 #3757 Arlington,WA 08/12/14 A. BUILDING ADDITION PROJECTS: The construction of the Building Addition will be accomplished by a General Contractor. The General Contractor will perform his scope of work for a stipulated lump sum including materials and labor Wal-Mart will furnish some materials and may directly hire Separate Contractors for specific work. Refer to Section 01640. B. REMODEL PROJECTS: A General Contractor will be selected to construct and coordinate the Remodel. Wal- Mart will furnish some materials to be installed by the General Contractor or by Wal-Mart's Separate Contractors. The General Contractor will act in supervisory capacity for the coordination of the Separate Contractors hired directly by Wal-Mart. Refer to Section 01640. C. Concurrent Construction: The Building Addition is generally constructed prior to the remodel. It may be necessary to construct the Addition and the Remodel concurrently. It is imperative that the General Contractors and the Separate Contractors work in harmony so that the Project may be completed within the approved time schedule. 1.5 RESPONSIBILITIES OF REMODEL GENERAL CONTRACTOR AND SEPARATE CONTRACTORS A. The Remodel General Contractor and Separate Contractors will provide a Construction Schedule to the Wal-Mart Construction Manager for review and approval. The Contractors shall immediately contact the Wal-Mart Construction Manager if the Work does not progress as scheduled. It is imperative that the Contractors keep close communication with the Wal-Mart Construction Manager regarding the progress of the Project. B. At the commencement of construction, the Wal-Mart Construction Manager, Wal-Mart Store Manager, Remodel General Contractor, Separate Contractors and the Store Planning Field Project Manager will review the Construction Schedule. The Construction Schedule is set up on a weekly basis and must be followed unless deviations are authorized by the Wal-Mart Construction Manager. (Refer to Section 01500 for posting of schedule.) C. The Remodel General Contractor and Separate Contractors shall communicate at all times with the Store Manager, other Subcontractors and the Store Planning Field Project Manager to facilitate the construction and ensure it is completed within the approved time schedule. D. Upon completion of a portion of the Work (Item, Trade, etc.), that portion of the Work must be 100% complete prior to proceeding to the next phase or portion of Work. E. The Remodel General Contractor shall be responsible for the coordination of the Remodel work of all Separate Contractors with the Wal-Mart Construction Manager and the Wal-Mart Store Manager. F. The Construction Manager will determine what work shall be done during normal operating hours (store hours) and during"closing"hours. G. The Remodel General Contractor will coordinate with the Store Planning Field Project Manager the delivery of Wal-Mart-furnished items. H. The Remodel General Contractor shall also be responsible for coordinating the location of storage trailers/containers for Contractor-supplied materials and equipment. (Refer to Section 01500). The Remodel General Contractor shall be responsible for permits required for temporary storage facilities(trailers/containers). 1. Wal-Mart will not be responsible for the loss of any tools or equipment. Wal-Mart will also not be responsible for the cost of any rental tools. This is each Contractor's responsibility and should be included in his price proposal. 01310-2 #3757 Arlington,WA 08/12/14 J. Contractors shall not open any type of charge account within the Store and store markdowns will not be allowed. All items purchased in the Store shall be paid for at the time of purchase. Contractors should not receive any discounts for any items purchased within the Store. The use of Wal-Mart 's name will not be allowed on any accounts. K. Contractors shall comply with Wal-Mart policy regarding gratuities. No Contractor may receive any gratuities from any company providing services or materials for any Wal-Mart Projects. Contractors are not entitled to receive any employee benefits from Wal-Mart. L. The Remodel General Contractor shall be responsible for timely removal of the construction trailer as directed by the Wal-Mart Construction Manager. M. Wal-Mart may provide Store Associates as required to assist the Remodel General Contractor and Separate Contractors in the remodeling. The Wal-Mart Store Planning Field Project Manager will determine the number of Store Associates that will be provided on a job basis. Wal-Mart Store Associates shall not be allowed to operate power equipment,be used as carpenters,or perform work from scaffolds,ladders or hoists. N. The Remodel General Contractor and Separate Contractors are responsible for obtaining a final inspection from the appropriate Building Official or Authority Having Jurisdiction (AHJ). If a Certificate of Occupancy is required, obtain it from the proper authorities. A copy of all final inspection documentation or Certificates of Occupancy shall be included in the final Closeout Documents(Maintenance Book/Closeout Book). 1.6 PROJECT COORDINATION A. Coordinate scheduling, submittals, and work of the various Sections of specifications to ensure efficient and orderly sequence of installation of interdependent construction elements,with provisions for accommodating items installed at a later date and under separate contracts. B. Obtain necessary drawings, manufacturer's product data, and other necessary data to provide a complete and proper installation. 1. Check field dimensions prior to installing equipment and furnishings. Verify necessary clearances and means of access from equipment storage to final position. 2. Make shop drawings and manufacturer's rough-in requirements available to trades involved. C. Verify that utility requirements of operating equipment are compatible with building utilities. Coordinate work of various specification Sections for installation and final connection of equipment. 1. Verify that mechanical,plumbing,and electrical rough-ins have been properly located. D. Coordinate space requirements and installation of mechanical and electrical Work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduits as closely as practicable. Make runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations,for maintenance,and for repairs. E. In finished areas, conceal pipes,ducts, and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements. F. Coordinate completion and clean up of work of separate Sections in preparation for Substantial Completion and for portions of Work designated for Owners partial occupancy after possession. G. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents,to minimize disruption of Owner's activities. PART 2-PRODUCTS Not Used. PART 3 -EXECUTION 01310-3 #3757 Arlington,WA 08/12/14 Not Used. END OF SECTION 01310-4 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 032610 SECTION 01320-CONSTRUCTION PROGRESS DOCUMENTATION PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Progress Schedules and Reports 1.2 CONSTRUCTION PROGRESS CHART A. Progress of the Project will be monitored using bar charts. Requirements herein provide for planning and execu- tion of the Work and are to assist the Wal-Mart Construction Manager in evaluating progress of the Work econom- ically and chronologically. B. The Contractor shall be familiar, in detail, with the milestones listed in the Invitation to Bid. By submitting his bid, the Contractor acknowledges that the Construction milestones are feasible, reasonable, and are a workable schedule for the Work. C. Delivery times for Wal-Mart Furnished Items are specified in Section 01640. Coordinate delivery of these items with progress of the Work. D. Prior to construction,the Contractor may request reasonable changes to the Construction Progress Bar Chart,pro- vided delivery dates specified in Section 01640 and the contract completion date are not changed. The Wal-Mart Construction Manager will review requested changes. Upon approval by Wal-Mart, Bar Chart shall become the "Approved Construction Progress Chart"by which the Contractor shall plan,organize,direct,coordinate, and exe- cute the Work,and the basis of evaluating progress of the Work. E. If,in the opinion of the Wal-Mart Construction Manager, any of the dates specified in Section 01640 are not com- pleted by the Contractor on or before the stated time period and after 48 hours written notice to the Contractor, Wal-Mart may proceed to carry out the work in accordance with Article 13 of the General Conditions. F. The Contractor shall perform work directed by the Wal-Mart Construction Manager to meet the Wal-Mart contract completion date and shall maintain the original management and supervision team to continue their office and job site duties on a full-time basis through final completion and/or any other time the Contractor has any work being performed on the project regardless of the date or condition of project completion. 1.3 CONSTRUCTION SCHEDULE A. Using the milestones listed in the Invitation for Bids; the Contractor shall develop a detailed Construction Sched- ule with activity time duration in calendar days further describing his method for performing the Work. This schedule shall be similar in appearance to the example Construction Progress Bar Chart with enough detail to clearly represent workflow and areas to be completed. The Contractor shall review the Contractor's schedule with the Wal-Mart Construction Manager within 3 weeks from award of Contract, or at the Pre-Construction Meeting, whichever is first. Failure of the Contractor to have a construction schedule approved by the Wal-Mart Construc- tion Manager will be considered cause to withhold progress payments. 1. The milestones listed in the Invitation for Bids shall not to be construed as an indication by the Owner as to means,methods,or techniques of construction to be employed by the Contractor. 2. Critical path activities shall be indicated on the Contractor's detailed construction schedule. 01320-1 #3757 Arlington,WA 08/12/14 1.4 SCHEDULE UPDATES A. The Contractor shall provide to the Wal-Mart Construction Manager regular updated reports on the Construction Schedule as determined by the Wal-Mart Construction Manager. The Contractor shall maintain a current weekly updated detailed construction schedule in the site construction field office. 1. Construction Schedule Updating: Progress information to be included in schedule updates includes actual start and finish dates,percentage complete,remaining duration or projected finish dates for all activities in progress during reporting period. Schedule updates may also include approved added activity descriptions. Updates to the schedule shall not change any milestone dates or the contract completion date. B. Periodically,at times to be determined by Wal-Mart,the Wal-Mart Construction Manager will visit the job site for a meeting with the Contractor's Project Manager and Superintendent. This meeting is to review progress to date, and to project upcoming work. 1.5 RECOVERY PLAN A. Should the updated approved Construction Schedule show the Contractor to be behind schedule, the Contractor shall immediately devise a plan for recovery of lost time within one week and submit it to the Wal-Mart Construc- tion Manager for approval. Once approved by the Wal-Mart Construction Manager,the Contractor shall immedi- ately put the recovery plan into action. B. During the period covered by the recovery plan,the Contractor's progress will continue to be monitored against the Approved Construction Progress Chart. If the Contractor does not recover from delay as detailed in the recovery plan,Wal-Mart may exercise the option to carry out the work as specified above. C. The Contractor shall bear all costs and expenses related to recovery from the Contractor's delays, including costs, expenses,and lost sales incurred by Wal-Mart. PART 2-PRODUCTS Not Used. PART 3 -EXECUTION Not Used. END OF SECTION 01320-2 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 111811 SECTION 01330-SUBMITTAL PROCEDURES PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Submittal procedures prior to and during construction. B. Related Sections: 1. Section 01458-Testing Laboratory Services: Submittals required for tests and inspections 2. Section 01600-Product Requirements: Requirements for product selection and product options. 3. Section 01640-Owner Furnished Products. General procedures related to Owner furnished products. 4. Section 01770-Contract Closeout: Closeout submittals. 1.2 PROCESS AND RESPONSIBILITIES A. Contractor Responsibilities: 1. Submit required submittals to Architect unless otherwise specified. 2. Comply with submittal requirements defined within individual Sections. Submittals procedures described herein shall apply unless otherwise stated in individual Sections. 3. Package each submittal appropriately for transmittal and handling. 4. Identify Project,Contractor,subcontractor or supplier,pertinent Drawing sheet and detail numbers,and Specification Section number,as applicable. 5. Assemble,coordinate,and review submittals of subcontractors,suppliers,and manufacturers. 6. Review submittal for verification of products required,field dimensions,adjacent construction,and coordination of information. 7. Apply Contractor's Submittal Review stamp,signed or initialed and dated,certifying compliance with Contract Documents. 8. Identify email transmittal of submittals in the subject line as follows: a. Walmart, Street, City, State, Store #, Store type ("SC" Super Center, "Sam's" Sam's Club, "NM" Market), Submittal name(e.g.concrete mix design,sieve analysis,etc),Date of Submittal 9. Forward executed copy of Submittal Review Form to supplier within 5 days after receipt of submittal with copies to Architect and Wal-Mart's Construction Manager. 10. Schedule submittals to expedite the Work. Coordinate submission of related items into single submittal, unless otherwise specified. 11. Submit submittals items required within an individual Specification Section into a single submittal. 12. Identify variations from Contract Documents and limitations of product and system which may be detrimental to successful performance of the completed Work. 13. Provide space on submittal for Contractor,Architect,and Architect's Consultant review stamps. 14. Allow 10 working days for review. 15. Revise and resubmit submittals when required. Identify changes made since previous submittal. 16. Notify Vendor or Subcontractor of approval by Authority Having Jurisdiction of Deferred Submittal package. 17. Distribute copies of reviewed submittals to concerned parties and to Record Documents file. Instruct parties to promptly report inability to comply with provisions. B. Supplier Responsibilities-Wal-Mart(Owner)Furnished Products: 1. Subcontractors,vendors,and suppliers(including suppliers of Wal-Mart(Owner)furnished products)shall forward copies of submittals to the Contractor. 2. Prepare submittals in accordance with requirements in individual Specification Sections and Contractor responsibilities specified herein. C. Architect Responsibilities: Review submittals and take appropriate action as follows. 1. Shop Drawings and Product Data: Architect will mark submittals to indicate appropriate action. 01330-1 #3757 Arlington,WA 08/12/14 2. Return Architect reviewed Submittals to Contractor by mail carrier service providing delivery tracking. 3. Submittals for Information: Architect will not return submittals sent for information only. 4. Forward submittals to proper sub-consultant for review as necessary. D. Unrequested Submittals: Submittals transmitted to Architect or Architect's Consultants that are not indicated or requested will not be reviewed. Architect will dispose of unrequested submittal items. 1.3 TRANSMITTAL A. Transmit each submittal using a transmittal form. Submit to Architect. 1. Transmit submittals to be reviewed by Architect to: Architect of Record Harrison French and Associates,LTD 1705 S.Walton BLVD.,Suite 3 Bentonville,AR 72712 B. In addition to recipients stated above, transmit submittals to those parties as may be required in the individual specification section. 1.4 DEFERRED SUBMITTALS A. Definition: Deferred Submittal are submittals required by the AHJ for code compliance but which, rather than being submitted at the time of permit application,have been allowed by the AHJ to be deferred until after Contract award to enable the successful Contractor, Subcontractor,or Supplier to submit the applicable submittals. 1.5 SUBMITTAL REQUIREMENTS A. Shop Drawings 1. Submit Drawings with graphic information at accurate scale. Show dimensions and note which dimensions are based on field measurement. Identify materials and products in Work shown. Indicate compliance with specified standards and special coordination requirements. Do not use reproductions of Contract Drawings as Shop Drawings. 2. Include on each Shop Drawing the drawing title,number,original issue date,and revision numbers and dates,in addition to other required identifying information. 3. Identify details by reference to sheet,detail,schedule,or room names shown on the Contract Drawings. 4. Identify numerical values in English units. 5. Size: Not less than 8-1/2 by 11 inches nor more than 30 by 42 inches. a. For Shop Drawings submitted on sheets larger than 8-1/2 x 11 inches, submit reproducible transparency and blueline or blackline reproduction. b. For Shop Drawings submitted on sheets 8-1/2 x 11 inches, conform to requirements for Product Data and submit as a bound volume for submittal required. 6. Number of Copies Required: Submit one reproducible transparency and one blueline or blackline reproduction. Submit additional copies to AHJ for approval if required. Comply with requirements of AHJ with regard to signing and sealing of submittals by Registered Professional licensed in the State in which project is located. a. One copy will be returned to the Contractor. b. Bar Joists and Joist Girders, and Steel Roof Deck: Owner's Supplier will submit Shop Drawings and bills of materials directly to Structural Engineer of Record via email. B. Product Data 1. Manufacturer's standard schematic drawings and diagrams: a. Clearly mark to identify pertinent products. b. Show performance characteristics and capacities. C. Show dimensions and clearances required. d. Show wiring or piping diagrams and controls. e. Modify drawings and diagrams to delete information not applicable to this work. 01330-2 #3757 Arlington,WA 08/12/14 f. Supplement standard drawings and diagrams to provide complete information applicable to this work. 2. Mark each copy to identify applicable products,models,options,and other data. Supplement Product Data with material prepared for the Work to satisfy submittal requirements for which Product Data does not exist. Note that the material is developed specifically for this Contract. 3. Submit Product Data for each Section as a complete,bound volume. Include table of contents listing page and catalog item numbers for Product Data. 4. Indicate,by prominent contrasting color notation on each product being submitted,the Specifications Section and paragraph numbers to which it pertains. 5. Where printed Product Data includes information on several products,some of which are not required, mark copies to indicate information applicable to Work and clearly cross out other information not applicable to Work. Include the following information: a. Manufacturer's printed recommendations or instructions. b. Compliance with referenced standards. C. Application of testing agency labels and seals. d. Notation of dimensions verified by field measurement. e. Notation of coordination requirements. 6. Product Data For Information: Written information not requiring action by Wal-Mart Construction Manager or Architect;for verification of compliance with requirement. Submittal not complying with requirements will be rejected. 7. Number of Copies Required: Four. C. Engineering Calculations 1. Submit calculations signed and sealed by a Registered Professional Engineer licensed in the State where project is located. Comply with requirements of Authority Having Jurisdiction with regard to signing and sealing of submittals. D. Certifications 1. Certify manufacturer or installer's qualifications,compliance with tests or specified criteria,or other factors as required in individual Specification Sections. 2. Submit supporting reference data,affidavits,and certifications as required. PART 2-PRODUCTS A. Not Used. PART 3 -EXECUTION A. Not Used END OF SECTION 01330-3 #3757 Arlington,WA 08/12/14 UniSpec 11-Store Planning 102513 SECTION 01452-CONTRACTOR'S QUALITY CONTROL PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for Contractor quality assurance and quality control. B. Related Requirements: 1. General Conditions: Inspections,testing,and approvals required by public authorities. 2. Section 01454 - Architect-Engineer Quality Assurance: Site observation by Owner's Architect and Engineer Consultants except Civil Engineer Consultant. 3. Section 01455 -Testing,Adjusting,and Balancing: Contractor procurement of test and balance for heating, ventilating,and air conditioning systems. 4. Section 01458 - Testing Laboratory Services: Quality Requirements of Owner's Construction Testing Laboratory(CTL)and services. 5. Section 01770-Contract Closeout:Project Record Documents. C. Contractor testing and inspection are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Contractor testing and inspection includes testing or inspection to be performed by and under the responsibility of the General Contractor as well as that required by the manufacturer, manufacturer's representative,product supplier,or other party under the responsibility of the Contractor. 2. Requirements in this section are independent of testing and inspection specified for the Owner's Construction Testing Laboratory (CTL) specified in Section 01458. Testing and inspection by the CTL will be paid for by the Owner at no cost to the Contractor. 3. Specific quality-assurance and -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 4. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and - control procedures that facilitate compliance with the Contract Document requirements. 5. Requirements for Contractor to provide quality-assurance and -control services required by Architect, Owner's CTL, Wal-Mart Construction Manager, or authorities having jurisdiction are not limited by provisions of this Section. 1.2 DEFINITIONS A. Testing: Evaluation of systems,primarily requiring physical manipulation and analysis of materials, in accordance with approved standards. B. Inspection:Evaluation of systems primarily requiring observation and engineering judgement. C. Quality Assurance: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will substantially comply with construction documents. D. Quality Control: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction substantially comply with construction documents. E. Quality assurance and quality control may be performed by either the Contractor or the Construction Testing Laboratory employed by the Owner. 01452-1 #3757 Arlington,WA 08/12/14 F. Mockups: Full-size,physical assemblies that are constructed on-site. Mockups are used to verify or demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination,testing, or operation; they are not Samples. Approved mockups establish the standard by which the Work will be judged. G. Architect of Record(AOR):The prime consultant in charge of overall design and coordination of the building. H. Engineer of Record(EOR): The Registered Engineer in responsible charge of engineering design for the project. I. Structural Engineer of Record (SER): The Registered Engineer in responsible charge of the structural design for the project. J. Civil Engineering Consultant (CEC): The Registered Engineer in responsible charge of the civil design for the project. K. Architect-Engineer(A/E): A collective term to include the AOR,CEC, SER,and the Mechanical,Electrical, and Fire Protection EOR. L. Construction Testing Laboratory(CTL):The independent testing and inspection agency employed by the Owner. M. Test and Balance Agent(TBA): The HVAC testing and balancing agency employed by the Contractor. N. Special Inspector(SI): The Special Inspector under the direct supervision of a registered civil/structural engineer (unless otherwise specified) regularly engaged in inspection, and experienced with the type of work requiring related testing and inspection. The categories of special inspector are specified in Section 01458: O. Building Official: The Officer or his duly authorized representative charged with the administration and enforcement of the local building code. P. Deviation: A deviation is any item or component of work that does not substantially conform to the requirements of the construction documents and which has not been corrected by the end of business on the day it is identified. 1.3 CONFLICTING REQUIREMENTS A. General: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different,but apparently equal,to Architect/Engineer for a decision before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. Refer uncertainties to Architect/Engineer for a decision before proceeding. 1.4 SUBMITTALS A. Submit Test and Inspection Reports within three working days of T&I occurrence. B. Submit required reports and other items to the following: 1. AOR: (Construction Administration Leader). a. One copy(Site work T&I). b. Three copies(Bldg T&I and Roof Observation Program,if specified). AOR shall transmit one copy of Bldg T&I to SER. C. Report of non-conforming work. 2. CEC:One copy. (Site work T&I only) 3. Contractor: Three copies. 01452-2 #3757 Arlington,WA 08/12/14 4. Building Official: Quantities as required. 1.5 REPORTS A. Submit reports as required herein and conduct and interpret tests and inspections. B. Testing and Inspection Report: Submit test and inspection reports including the following information: 1. Date issued. 2. Project title and number. 3. Store number. 4. Firm name and address. 5. Name and signature of tester or inspector. 6. Name and seal of registered engineer in responsible charge(as applicable). 7. Date and time of sampling. 8. Date of test or inspection. 9. Identification of product and specification section. 10. Location in project,including elevations,grid location and detail. 11. Type of test or inspections. 12. Results of tests or inspections and interpretation of same. 13. Observations regarding compliance with Contract Documents or deviations therefrom. C. Submit a separate final signed report stating whether the work requiring inspection is,to the best of the inspector's knowledge,in conformance with the approved plans, specifications, and the applicable workmanship provisions of the building code. D. Reports shall be made on 8-1/2 by 11 white paper, suitable for photocopying and binding in booklet form. Sheets shall have the CTL letterhead(including phone number and address). Larger sheets shall be folded and bound into the booklet. E. Tests and inspections reports indicating non-conformance(deviations)to the Contract Documents shall be brought to the attention of the A/E within 24 hours upon discovery. F. Contractor shall send an RFI to the A/E on the same day of non-conformance(deviation)notification. 1.6 QUALITY CONTROL A. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing as specified in Division 1 Section"Submittal Procedures." B. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. 1.7 OWNER RESPONSIBILITIES A. Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services. 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform. 2. Costs for retesting and re-inspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor,and the Contract Sum will be adjusted by Change Order. 1.8 CONTRACTOR RESPONSIBILITIES 01452-3 #3757 Arlington,WA 08/12/14 A. Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality- control services required of Contractor by authorities having jurisdiction,whether specified or not. B. Where a third party service is specified, engage a qualified testing agency to perform these quality-control services. Contractor shall not employ same entity engaged by Owner,unless agreed to in writing by Owner. C. Contractor shall pay for: 1. Tests and inspections at the source or prior to incorporation into the Work of materials, products, or equipment to certify compliance with Contract Documents. 2. Additional tests, samples, inspection, or engineering services the Contractor determines appropriate for performance of Work or for Contractor's convenience. 3. Additional tests and inspections when initial tests or inspections indicate Work does not comply with Contract Documents. 4. Tests and inspections required or conducted by public authorities as part of permits or inspection fees. 5. Other tests and inspections indicated to be"by Contractor." D. Provide incidental labor and facilities to provide access to Work to be tested, to obtain and handle samples at the site or at source of products to be tested,to facilitate tests and inspections,and to provide storage and curing of test samples.Provide lift equipment as required for inspection personnel of the Owner or the Owners's representatives. E. Provide 14 days written notice to A/E and 24 hour notice to CTL prior to expected time for operations requiring observation, inspecting, and testing. If work to be observed is covered prior to notification, uncover work as required. F. Notify in writing the Wal-Mart Construction Manager three working days prior to expected time for operations requiring inspecting and testing services. G. Repair and protect the work regardless of assignment of responsibility for inspection,testing,or similar services. 1. Protect work exposed by or for quality assurance and quality control service activities. 2. Upon completion of inspection, testing, sample-taking, and similar services, restore constructed areas to conform to Contract Documents. H. Costs, including without limitation additional professional fees and expenses, of any required redesign or re- engineering required by non-conforming tests and inspections will be deducted from the sum due the Contractor. I. Provide a Letter of Conformance at the completion of the Project to the Wal-Mart Construction Manager, with copy to the AOR,stipulating that the Project has been built per the Contract Documents. J. Provide the CTL/SI with access to the internet for the purpose of logging deviations onto the Wal-Mart Observation Log on the Wal-Mart Building Portal website. K. Maintain a copy of Contract Drawings and Specifications with all Addenda and Change Orders. Use the Contract Documents supplemented by the approved shop drawings and applicable material and workmanship provisions of the Code for testing and inspection of the work. L. Provide qualified personnel at site to comply with schedule and submit reports for each test and inspection as defined in Part 3 of this Section. M. Perform specified inspection,sampling,and testing of products in accordance with specified standards. N. Ascertain compliance of materials and mixes with requirements of Contract Documents. O. Perform testing and inspection in a timely manner to avoid delay of work. P. Notify Wal-Mart Construction Manager and CEC or AOR,as applicable of observed non-conformance of Work or 01452-4 #3757 Arlington,WA 08/12/14 Products. If observed deviations from the Contract Drawings, Specifications, or building code will be probable cause of subsequent rejection of work or material, notify the Wal-Mart Construction Manager and, CEC or AOR sufficiently in advance for determination to continue operations or take corrective measures before continuing. Q. Deviations from the Contract Documents will be entered into the on-line Wal-Mart Observation Log by other parties performing Quality Control construction observation. The Contractor shall track deviations, as defined above, and resolutions and remedial repairs to deviations and subsequent conformance to the Contract Documents on the Observation Log. (www.bldgportal.com, enter username and password, select Observation Log. Follow instructions on the Observation Log website.} R. The Wal-Mart Construction Manager in conjunction with the CTL and/or Sl will determine when to involve the AOR or FOR for remedial action. S. Perform retesting due to non-conformance with the Contract Documents. T. Costs for retesting performed by the CTL due to non-conformance with the Contract Documents will be deducted from the Sum due the Contractor. U. If additional A/E site or FPT visits are required beyond those described in Section 01454 as determined by Wal- Mart to determine correction to non-conforming work,the Contractor shall reimburse the Owner the sum of$4000 for each additional visit to cover A/E expenses. Additional A/E site observations or FPTs will be performed as required until all deviations have been corrected by the Contractor and closed by the A/E consultant. V. Cooperate with CTL/Sl personnel,and provide access to the Work and to Contractor's facilities. W. Submit test and inspection reports to the A/E consultant and other designated persons as specified in individual sections. Submit test and inspection reports to the Building Official as required. X. Provide a final conformance letter to Wal-Mart. An example is attached at the end of this section. Y. Testing and inspection by the Building Official does not preclude the normal field involvement and site observations by the A/E consultant,nor shall it relieve the Contractor of any responsibility to complete the work in accordance with the approved drawings and specifications. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.1 PRODUCTION TESTING A. General Requirements: 1. Testing shall be conducted as specified in the individual specification sections. 2. If inspection of fabricators work is required,the Owner's representative may require testing and inspection of the work at the plant, before shipment. Owner, AOR, and(SER) reserve the right to reject material not complying with the Contract Documents. 3. Testing and inspection shall be performed in accordance with the industry standard used as the reference for the specific material or procedure unless other criteria are specified. In the absence of a referenced standard,tests shall be accomplished in accordance with generally accepted industry standards. 4. Work shall be checked as it progresses,but failure to detect any defective work or materials shall in no way prevent later rejection if defective work or materials are discovered, nor shall it obligate Owner to accept such work. END OF SECTION 01452-5 #3757 Arlington,WA 08/12/14 [Example Conformance Letter from Contractor. Text in parentheses are to be edited for each individual project] [Date] [Mr. Construction Manager] Wal-Mart Construction Sam M.Walton Development Complex 2001 S.E. 10t'Street Bentonville,Arkansas 72716 [Re: Supercenter(Store#xxx)—City, State] [Dear Construction Manager:] The purpose of this letter is to state to Wal-Mart Stores,Inc.that,to the best of our knowledge,the construction on the above referenced project has been completed in substantial conformance with the approved Contract Documents. We performed construction testing,observation,and testing as required by the Contract Document.To our knowledge,no outstanding items exist except as may be otherwise entered and shown on the Wal-Mart Observation Log. Sincerely, [GENERAL CONTRACTOR] [Include signature and date of signature] cc: File [ARCHITECT OF RECORD] [ENGINEER OF RECORD] 01452-6 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 072514 SECTION 01454-ARCHITECT-ENGINEER QUALITY ASSURANCE PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Quality assurance site observation of construction by Architect and Engineers of Record. 2. Work required herein is not the responsibility of the Contractor and will be performed at no cost to the Contractor, except as otherwise specified. Provisions included herein are for information purposes only to provide the Contractor knowledge of the presence and responsibility of the Wal-Mart Architectural and Engineering Consultants. B. Related Requirements: 1. General Conditions:Inspections,testing,and approvals required by public authorities. 2. Section 01452 — Contractor Quality Control: Administrative and procedural requirements for Contractor quality assurance and quality control. 1.2 DEFINITIONS A. Observation: Evaluation of systems primarily requiring observation and professional judgement. B. Quality Assurance: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will substantially comply with construction documents. C. Quality Control: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction substantially comply with construction documents. D. Quality assurance and quality control may be performed by either the Contractor or the Construction Testing Laboratory employed by the Owner. E. Architect of Record(AOR):The prime consultant in charge of overall design and coordination of the building. F. Registered Engineer in responsible charge of the structural design for G. Architect - Engineer (A/E): A collective term to include the AOR, SER, and the Mechanical, Refrigeration, Electrical,and Fire Protection EOR. H. I. Building Official: The Officer or his duly authorized representative charged with the administration and enforcement of the local building code. J. Deviation: A deviation is any item or component of work that does not substantially conform to the requirements of the construction documents and which has not been corrected by the end of business on the day it is identified. 1.3 COORDINATION WITH CONTRACTOR A. The Contractor will: 1. Cooperate with A/E personnel and provide access to the Work and to Contractor's facilities. 2. Provide incidental labor and facilities to provide access to Work to facilitate observation and testing. Provide lift equipment as required for A/E personnel. 01454-1 #3757 Arlington,WA 08/12/14 3. Provide A/E 14 day's written notice prior to expected time for activities requiring observationservices. 4. Maintain a copy of Contract Drawings and Specifications with all Addenda and Change Orders supplemented by the approved shop drawings and applicable material and workmanship provisions of the Code for use by the A/E. PART 2 -PRODUCTS Not Used. PART 3 -EXECUTION 3.1 QUALITY ASSURANCE OBSERVATION A. The A/E will perform construction site observationsas agreed to with the Owner as listed below or as otherwise requested by the Authority Having Jurisdiction or Wal-Mart Construction Manager to check a sample of the constructed Work for general conformance with the Contract Documents. B. Wal-Mart A/E Consultant Quality Assurance ObservationSchedule: 1. AOR: a. Observations as required by the Authority Having Jurisdiction or as directed by Wal-Mart. 2. EOR: a. Observations as required by the Authority Having Jurisdiction or as directed by Wal-Mart. 3. SER: a. 1"Visit: At first lift of CMU above footing or concrete stem wall. b. 2nd Visit: At beginning of installation of roof decking. C. The A/E shall monitor the construction schedule and coordinate with the Contractor at least 21 days prior to scheduled date of construction completion to schedule site visits to occur at the most appropriate time. The A/E shall notify the Contractor and Walmart Construction Manager 14 days in advance of the date and time of each scheduled site visit. D. Testing and inspections by the Building Official shall not preclude the normal field involvement and site observations by the A/E,nor will it relieve the Contractor of any responsibility to complete the work in accordance with the approved drawings and specifications. E. The A/E shall not have control over or responsibility for construction means,techniques, sequences of operations or for safety programs and procedures in connection with the construction work. F. Work will be checked as it progresses, but failure to detect defective work or materials shall in no way prevent later rejection if defective work or materials are discovered,nor shall it obligate Owner to accept such work. 3.2 DEFICIENCY PROVISIONS A. The observation site visits listed above are to be performed at Owner's expense. Should there be outstanding items of non-conformance with the Contract Documents that warrant additional site visits to be performed by the A/Es, the A/Es shall receive approval from Wal-Mart prior to performing additional construction site observations until all deviations have been corrected by the Contractor and closed by the A/E. Reimbursement by the Contractor for costs for additional A/E site visits will be as specified in Section 01452. B. Deviations from the Contract Documents shall be entered into the on-line Wal-Mart Observation Log by the A/E as required and will be tracked and noted by the A/E when resolved by subsequent conformance by the Contractor. 1. Observation Log: www.bldgportal.com, enter username and password, select Observation Log. Follow instructions on the Observation Log website. END OF SECTION 01454-2 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 042613 SECTION 01500-TEMPORARY FACILITIES AND CONTROLS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Temporary Utilities: Electricity,lighting,heat,ventilation,telephone service,water,and sanitary facilities. 2. Temporary Controls: Barriers,enclosures and fencing,signage protection of the Work,and water control. 3. Construction Facilities: All-weather access roads, parking, progress cleaning, temporary buildings, and staging areas. 1.2 ENVIRONMENTAL REQUIREMENTS A. Protect properties and water resources from contaminant damage until construction activities are complete. B. Do not use methods that would cause flooding,ponding, or other damage to Owner's property or property of oth- ers. 1.3 STORMWATER RUNOFF CONTROL A. Control pollutants originating on site from demolition and construction activities. B. Ensure adequacy of Best Management Practice measures for controlling site pollutant discharge. C. Best Management Practices (BMPs): Refer to Appendix A at the end of the section for details of structural con- trols that may be used as BMP measures for controlling site pollutant discharge related to construction activities for this project. Site conditions or Contractor practices could make it necessary to install more structural controls than specified. Continually assess the need for additional controls and implement or adjust existing controls until the construction activities for this project are complete. 1. Review site conditions and identify discharge points and all potential areas of impact. 2. Designate area(s) for equipment cleaning, maintenance, and repair. Coordinate location with Wal-Mart Construction Manager. The Contractor and subcontractors shall utilize such designated areas. Cleaning, maintenance, and repair areas shall be protected by temporary perimeter berms, shall not occur within 150 feet of any waterway, water body or wetland, and shall be located as far as practical from storm sewer in- lets. 3. Chemicals, paints, solvents, fertilizers, and other toxic materials must be stored in waterproof containers. Except during application, the containers must be kept in trucks or within storage facilities as specified herein. Runoff containing such material must be collected,removed from the site,treated, and disposed of at an approved solid waste and chemical disposal facility. 4. Use of detergents for exterior washing is prohibited. 5. Use products, site pollutant discharge control devices or materials for BMPs as specified and as applicable to related construction activities. D. All BMPs must be installed and functioning, and shall be free of accumulated sediment and debris before con- struction begins. Maintain in place and functional throughout the duration of construction activities. No measure shall be implemented which causes flooding or ponding or in any other way causes damage to Owner's property or property belonging to others. E. Review the site conditions as needed to identify potential areas of impact and discharge points. F. Place BMPs as may be dictated by site conditions in order to maintain the intent of the specifications and pertinent Federal, State and local regulations and permits. 01500-1 #3757 Arlington,WA 08/12/14 G. Water used for construction which discharges from the site must originate from a public water supply or private well approved by the State Health Department. Water used for construction that does not originate from an ap- proved public supply must not discharge from the site without being treated in accordance with applicable local ground water dewatering permits/regulations. H. Control substances that have the potential for polluting surface and/or groundwater by whatever means necessary in order to ensure that they do not discharge from the site. 1. Do not allow the discharge of wash wastewater to flow from cleaning processes to a storm water drain or catch basin,street,roadway, sidewalk,gutter,landscape area or any type of storm water structure. 2. Do not discharge solid materials,including building materials,from the site with storm water. a. Collect cementitious material and paint waste from equipment cleaning in aboveground portable washout containers such as Vinyl-Con by RTC Environmental Products, (530) 589-2007, or equal as approved by the Wal-Mart Construction Manager and Authorities Having Jurisdiction. b. Comply with the requirements of Section 01742 for collection and disposal of waste solids. 3. Recover and dispose of wash wastewater offsite at a licensed facility. 1.4 TEMPORARY ELECTRICITY A. Connect to existing power service. Owner will pay cost of electricity used. Power consumption shall not disrupt Owner's need for continuous service. Exercise measures to conserve energy. B. Provide adequate distribution equipment,wiring,and outlets to provide single-phase branch circuits for power and lighting. Provide temporary feeders to limit voltage loss to 5% overall from local utility power lines to provide electric requirements for project during construction. 1.5 TEMPORARY LIGHTING A. Provide and maintain lighting for construction operations. Provide minimum of 20 footcandles illumination for work areas. B. Permanent building lighting may be utilized during construction. 1.6 TEMPORARY HEAT A. Provide and pay for heat devices and heat as required to maintain specified conditions for construction operations. B. Prior to operation of permanent equipment for temporary heating purposes,verify that installation is approved for operation,equipment is lubricated and filters are in place. Provide and pay for operation,maintenance,and regular replacement of filters and worn or consumed parts. C. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress,unless indicat- ed otherwise in specifications. 1.7 TEMPORARY VENTILATION A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes,vapors,or gases. 1.8 TELEPHONE SERVICE A. Provide,maintain and pay for telephone service to field office. 1.9 TEMPORARY WATER SERVICE A. Connect to existing water source. Owner will pay cost of water used. Exercise measures to conserve water. 01500-2 #3757 Arlington,WA 08/12/14 1.10 TEMPORARY SANITARY FACILITIES A. Provide and maintain required chemical toilet facilities. B. Locate as directed by Wal-Mart Construction Manager. Maintain facilities clean and serviced as necessary and in compliance with local health code requirements. C. Existing facilities shall not be used by construction personnel. 1.11 TEMPORARY STORAGE CONTAINERS A. General Requirements: 1. If required by Authority Having Jurisdiction, obtain all permits necessary for usage and placement of tem- porary storage container. 2. Coordinate with Store Manager to locate temporary storage container as approved by Authority Having Ju- risdiction,when applicable. 1.12 BARRIERS AND CONSTRUCTION TRAFFIC SAFETY A. Protect non-owned vehicular traffic,stored materials,site and structures from damage. B. Provide barriers to prevent unauthorized entry to construction areas to allow for Owner's use of site,and to protect existing facilities and adjacent properties from damage from construction operations. C. Provide barricades and covered walkways required by governing authorities for public rights-of-way, to allow for Owner's use of site,and for public access to existing building. 1. Erect barricades using 1/2" plywood on 2x4 framing. Supports shall be as required to uphold barricade. Verify requirements with Wal-Mart Construction Manager. 2. Construct 8'-0"high unless otherwise directed by owner. 3. Shopping carts shall not be used as barricades. D. When operating any motorized construction equipment in areas where customers or Wal-Mart Associates are pre- sent,provide a spotter(or signal person)whose sole job responsibility shall be to ensure safe operation, including directing traffic and keeping area of traffic clear of people. 1.13 TEMPORARY FENCING FOR CONSTRUCTION/DEMOLITION WASTE CONTAINERS A. General: 1. Provide commercial grade temporary chain link fencing around waste storage and sorting areas as specified in Section 01742. 2. Fencing shall be 8 feet high. 1.14 WATER CONTROL A. Grade site to drain. Maintain excavations free of water.Provide,operate,and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. C. The Contractor shall at all times protect all activities of his construction, excavations, fill areas, embankments, trenches structures or building from damage from rainwater, spring water, ground water, backing up of drains, sewers and all other water encountered during his operations. He shall provide all pumps, equipment and enclo- sures necessary to provide adequate protection. D. Verify discharges from dewatering activities are allowed non-storm water discharges under applicable Federal, State and local regulations. Obtain a dewatering permit according to state and local regulations if discharges from dewatering activities are not allowed. Discharges from dewatering operations must be directed through an appro- 01500-3 #3757 Arlington,WA 08/12/14 priate pollution prevention/treatment measure prior to being discharged from the site. Under no circumstances will discharges from dewatering operations be discharged directly into streams,rivers,lakes or other areas beyond the project limits. 1.15 EXTERIOR ENCLOSURES A. Provide temporary weather-tight closure of exterior openings to provide acceptable working conditions and protec- tion for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification Sections,and to prevent entry of unauthorized persons. B. Provide access doors with self-closing hardware and locks. 1.16 INTERIOR ENCLOSURES A. As shown on Drawings,provide temporary partitions as required to separate work areas from Owner occupied are- as,to prevent penetration of dust and moisture into Owner occupied areas,and to prevent damage to existing mate- rials and equipment. B. Framing and plywood sheet materials with closed joints and sealed edges at intersections with existing surfaces. C. Temporary Dust Partitions: Installation and removal of temporary dust partitions shall be scheduled with a mini- mum of 3 days prior notification to Wal-Mart Construction Manager and/or Store Manager. Maintain temporary dust partitions to seal openings to Wal-Mart-occupied areas. These shall be scheduled, installed, and removed as required and directed by Wal-Mart Construction Manager and may not be indicated on the Drawings. Install parti- tions prior to demolition of existing walls and maintain in dust tight condition until the completion of the new con- struction. It is the Contractor's responsibility to prohibit dust and debris from entering the Sales area or any Wal- Mart-occupied areas and to obtain approval from AHJ for materials/construction configuration and phasing of temporary enclosures. 1. Dust Drapes: a. Covering: 6 mil. clear poly sheeting (if allowed by the Authority Having Jurisdiction); otherwise use Griffolyn type 55 ASFR, anti-static, fire retardant sheeting. Overlap sheeting at joints a minimum 2'-0" and continuously tape joints. Attach sheeting from ceiling to finish floor for dustproof condition. If attachment to ceiling is impossible, light framing shall be installed with sheeting attached all around to prohibit dust penetration. 2. Type A Partitions: a. Framing: Light gauge metal framing (refer Section 05400) or framing material approved by Authorities Having Jurisdiction (AHJ). Provide continuous 2x4 top and bottom plates and continuous bridging and bracing. Continue top plate to bottom side of roof deck. 1) Walls up to 14'-0"may use 3-5/8"-22 gauge metal studs at 24"o.c. or 2x4's at 16"o.c. 2) Walls higher than 14'-0"may use 6"-20 gauge metal studs at 24"o.c.or 2x6's at 16"o.c. b. Covering: Install continuous 6 mil clear poly sheets (if allowed by the Authority Having Jurisdiction);otherwise use Griffolyn type 55 ASFR,anti-static,fire retardant sheeting. Install from finish floor to roof deck. Tape all joints. Install 1/2" C-D plywood over 6 mil poly. Install 4'x8' sheets horizontally from finish floor to bottom of roof deck. Insure that blocking is provided behind each joint. Provide sealant at bottom of plywood at finish floor and continuous sealant against plate on other side. 3. Type B Partitions: a. Framing: (same as Type A above). b. Covering: Install continuous 6 mil clear poly sheets (if allowed by the Authority Having Jurisdiction);otherwise use Griffolyn type 55 ASFR,anti-static,fire retardant sheeting. Install from finish floor to roof deck. Tape all joints. Install 1/2" C-D plywood over 6 mil poly. Install 4'x8' sheets horizontally to bottom of finish ceiling.Extend 6 mil poly to bottom of roof deck. Insure that blocking is provided behind each joint. Provide sealant at bottom of plywood at finish floor and continuous sealant against plate on other side. 4. Type D Partitions: a. Framing: (same as Type A above). 01500-4 #3757 Arlington,WA 08/12/14 b. Covering: At interior face of partition, install continuous 6 mil clear poly sheets (if allowed by the Authority Having Jurisdiction); otherwise use Griffolyn type 55 ASFR, anti-static, fire retardant sheeting. Install from finish floor to roof deck. Tape all joints. Install 1/2"C-D plywood over 6 mil poly. Install 4'x8' sheets horizontally to bottom of roof deck. Insure that blocking is provided behind each joint. At exterior face of partition, install 30 gauge, 24"wide corrugated metal panels as shown on the Drawings. Fill wall cavities with R-13 batt insulation. Provide sealant at bottom of plywood at finish floor and continuous sealant against plate on other side. 5. Doors: a. Single acting doors, opening out, with sturdy closer, closing against gasketed stops on frame to reduce passage of dust. 6. Sealing: a. Seal perimeter of partitions and doors to prevent passage of dust. At Type A and B partitions,tape fastener depressions, joints between panels and joints between panels and floors, ceiling and columns with 2 in.wide pressure sensitive tape. 7. Mats: a. Provide mats at doors to reduce tracking of dust.Replace or clean daily. 1.17 FIELD OFFICES AND SHEDS A. Contractor's Office: (Not required for projects with a duration of less than 4 weeks.) 1. Size as required for Contractor's use and to provide space for project meetings. 2. Adequate electrical power,lighting,heating,and cooling to maintain human comfort. 3. Office space with desk and chair, layout table, plan rack, and facilities for storage of Project Record Documents. 4. Furnishings in meeting area: a. Conference table and chairs for at least eight persons. b. Racks and files for Project Record Documents in,or adjacent to,the meeting area. C. Other furnishings: Contractor's option. 5. Contractor's office and sheds not to be used as living accommodations. B. Storage Sheds: Structurally sound,weathertight,on proper foundations,with floors raised above ground. C. Locate office and sheds minimum 30 feet from structures. 1.18 CONSTRUCTION AIDS A. Provide construction aids required to facilitate execution of Work, including stairs, ladders, ramps, staging, plat- forms,railings,cranes, scaffolds,hoists,chutes,runways,and other required facilities and equipment. B. Such apparatus, equipment and construction shall meet requirements of applicable OSHA(Federal), State and Lo- cal Safety and Labor Laws. C. Store employees shall not be allowed access to scaffolds,ladders,and hoists. D. Coordinate crane service required for erection of structural steel, installation of HVAC Rooftop Units, and other crane services as required to accommodate Wal-Mart's needs. 1.19 PROTECTION OF EXISTING WORK A. The existing building shall be protected from moisture, dust and debris. Install dust partitions or drapes as shown or as required to keep dust and moisture from the building premises. B. Damage to existing property(including merchandise),which occurs during the process of construction shall be re- paired or replaced at no additional cost to the Owner. Contractor shall pay costs for damaged incurred. 01500-5 #3757 Arlington,WA 08/12/14 C. Provide suitable temporary watertight coverings over openings as required to protect interior work from inclement weather and related/adjacent construction areas. D. Maintain benchmarks,monuments and other reference point. If disturbed or destroyed,replace as directed. E. Protect existing adjacent streets,sidewalks,curbs,buildings and property,including trees,lawns and plants. 1.20 PROTECTION OF INSTALLED WORK A. Protect installed Work;provide special protection where specified in individual specification Sections. B. Provide temporary and removable protection for installed Products. Control activity in immediate work area to minimize damage. C. Provide protective coverings at walls,projections,jambs,sills,and soffits of openings. D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. E. Minimize traffic and storage on roofed surfaces. If traffic or storage is necessary, obtain recommendations for protection from roofing material manufacturer. F. Do not operate cranes or other heavy equipment on concrete floor slabs if damage could result from such opera- tions. G. Prohibit traffic from landscaped areas. 1.21 SECURITY A. Maintain the integrity of the existing building security and security systems at all times.Provide security and facil- ities to protect Work and Owner's operations from unauthorized entry,vandalism,and theft. B. Obtain permission and coordinate with Owner's security program through Wal-Mart Construction Manager at least 12 hours prior to the modification of any existing security system. C. Provide continuous security at openings cut into existing exterior walls and roofs. 1.22 ACCESS ROADS AND PARKING A. Construct and maintain temporary all weather roads accessing public thoroughfares to serve building pad and con- struction staging area. B. Extend and relocate as Work progress requires. Provide detours necessary for unimpeded traffic flow. C. Provide and maintain access to fire hydrants,free of obstructions. D. Provide temporary parking areas to accommodate construction personnel. E. When site space is not adequate,provide additional off-site parking. F. Provide 100'x 100'all weather material staging area exclusive of building pad. 1.23 NOISE CONTROL A. Demolition and other Work that disturbs surrounding Wal-Mart Store areas shall only be allowed in the following categories and time restrictions: 01500-6 #3757 Arlington,WA 08/12/14 1. Low Level Noise: Assembling trades such as electricians,ceiling installers,painters,tapers,etc.. Excludes all hammering and impact drilling. Low-level noise operations are allowed during Wal-Mart Store operational hours. 2. Moderate Level Noise: Trades include gypsum board installers,stud partition installers,duct installers,etc. Includes occasional and intermittent hammering,screw drilling,etc.. Excludes impact drilling and concrete sawing. Moderate level noise operations may be allowed during Wal-Mart Store operational hours upon approval of Wal-Mart Construction Manager or Store Manager. 3. High Level Noise: Constant loud and high pitched noise produced by impact drilling, concrete sawcutting, hammering of ductwork, and all demolition work. High-level noise operations shall be restricted to Wal- Mart Store non-operational hours. 1.24 PROGRESS CLEANING A. Maintain areas free of waste materials,debris,and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing,and continue cleaning to eliminate dust. D. Remove waste materials,debris,and rubbish from site weekly and dispose off-site. 1.25 SIGNAGE A. Temporary Construction Signage: Provide temporary signage for identification as required due to obscurity caused by construction. Provide signage for traffic control and safety information. Provide temporary pavement striping for traffic control and pedestrian safety. Provide temporary handicap parking spaces if existing spaces are at a non-accessible location to the building entrance. 1.26 INFORMATION/SAFETY BOARD A. Provide 4'x8'x3/4" C/D exterior glue plywood to be attached on the existing exterior wall at a location designated by the Wal-Mart Construction Manager. B. Information/Safety Board shall be used to communicate safety, state & federal, hiring, OSHA and EPA require- ments,bulletins and other information required for the construction of this Project. C. The board shall contain but not be limited to the following: 1. OSHA Safety Requirements 2. Federal and State Hiring Regulations 3. Pertinent State,Local,and Federal Employment Regulations 4. Building Permits 5. Emergency telephone numbers 6. Job Site Safety Meeting notifications 7. EPA Permits or Notification regarding Asbestos or other Toxic or Hazardous Materials 8. Other information required to comply with applicable OSHA,EPA and Federal safety laws D. Protect posted information with either plastic sleeves stapled to the board or 6 mil clear plastic sheathing over en- tire board providing access for posting of additional information. 1.27 STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT A. Locate storage areas to minimize exposure to weather. The Contractor shall inspect areas used for storing materi- als for evidence of, or the potential for,pollutants entering the storm drainage system or discharging from the site. If necessary, the materials must be covered, or original covers must be repaired or supplemented. Construct pro- 01500-7 #3757 Arlington,WA 08/12/14 tective berms, if needed, in order to contain runoff from material storage areas. Comply with all state and local regulations pertaining to material storage areas. B. The Work area may be used to store materials and equipment as approved by the Wal-Mart Construction Manager. Provide storage trailers as required for storage of other materials. The Contractor shall not use Wal-Mart trailers or storage warehouses for materials/equipment storage. 1. Storage of chemicals, paints, solvents, fertilizers, and other toxic materials within building is prohibited. Remove such materials daily from store. 2. Locate storage trailers containing chemicals, paints, solvents, fertilizers, and other toxic materials a mini- mum of 30 feet from existing structures and adjacent property lines. Coordinate with Wal-Mart Construc- tion Manager if site constraints will not allow placing storage trailers at specified distance. 3. Construction equipment and vehicles shall be maintained to insure equipment and vehicles are without fluid leaks. Remove construction equipment and vehicles with fluid leaks from store site. 4. Temporary on-site fuel tanks for construction equipment shall meet all State and Federal regulations. Tanks shall have approved spill containment with the capacity required by NFPA 30 and all other applica- ble regulations. Generate a Spill Prevention,Control and Countermeasure(SPCC)Plan if above ground oil storage capacity at the construction site exceeds 1,320 gallons or as specified by the State in accordance with Oil Pollution Prevention regulation 40 CFR 112. C. Hazardous Material Management and Spill Reporting Plan: 1. Properly handle any hazardous or potentially hazardous material brought onto construction site to reduce potential for stormwater pollution. 2. Store and handle flammable and combustible liquids in accordance with 29 CFR 1926.152. Use only ap- proved containers and portable tanks for storage and handling of flammable and combustible liquids. 3. Maintain on-site all Material Safety Data Sheets(MSDS)for any and all applicable materials. 4. Maintain a spill control and containment kit on-site. Contents may typically include: a. Absorbent material such as kitty litter or sawdust. b. Acid neutralizing agent. C. Brooms,dust pans,mops,rags. d. Personal Protective Equipment(PPE): gloves,goggles,etc. e. Plastic and metal trash containers. 5. Immediately contain and remove any spilled materials in the manner specified by local, State and Federal regulations and by product manufacturer. 6. Notify Wal-Mart Construction Manager immediately in the event of a spill. 7. Report spills to appropriate agencies in accordance with local or State agency regulations as soon as possi- ble. D. The Work area may be used to store materials and equipment as approved by the Wal-Mart Construction Manager. Provide storage trailers as required for storage of other materials. The Contractor shall not use Wal-Mart trailers or storage warehouses for materials/equipment storage. E. Storage of flammable/volatile liquid and paint materials within building is prohibited. Remove flammable materi- als,volatile liquids and paint daily from store. F. The Contractor may not store materials on site except for what is in use for the current work. G. Cover and protect material in transit. H. Stored materials shall be available for inspection by Owner at all times. I. Wal-Mart is NOT responsible for the loss of any construction materials or the Contractors' loss of equipment or tools. 1.28 TEMPORARY FIRE PROTECTION 01500-8 #3757 Arlington,WA 08/12/14 A. Contractors and sub-contractors and their agents and employees shall comply with local fire protection codes and OSHA Regulations. 1. Provide a minimum of one U.L. listed 2A:20BC dry chemical fire extinguisher, or one standard U.L. listed 2-1/2 ga. Water (E-10) and one U.L. listed lOBC carbon dioxide fire extinguisher mounted together, in each of the following areas: a. Each 3000 sq. ft. of work area or fraction thereof with minimum of two extinguishers. 2. Contractor's superintendent, or other assistant superintendents, shall be appointed as project fire warden for entire construction period. 3. Train workmen in proper use of each type fire extinguisher. 4. Post telephone number of fire department, specific information on location of on-site fire fighting equipment and procedure to be followed in event of fire. 5. Maintain free access at all times to fire extinguisher equipment, street fire hydrants, and outside connections for standpipe hose systems. B. Maintain exit facilities and access thereto free of material and other obstructions. If any exits are rendered inoper- ative during remodeling,provide the same number of temporary exits and maintain a sufficient number of required exits and exit width as required by the adopted building code and AHJ. 1.29 NON-SMOKING POLICY A. Smoking will not be allowed within the building or customer/associate traffic areas at any time. 1.30 REMOVAL OF UTILITIES,FACILITIES,AND CONTROLS A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to Final Walk-Thru in- spection. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. D. At completion of construction, remove fencing, guardrails, barricades, temporary signage and temporary cover- ings. PART 2-PRODUCTS Not Used. PART 3 -EXECUTION Not Used. END OF SECTION Appendix A—Site BMPs 01500-9 #3757 Arlington,WA 08/12/14 APRON;` ` CONSTRUCTION APRON ON THIS SIDE { ADHESIVE OF THE DIKE SHALL AREA . ,;- BE FOLDED UNDER 20" 20" '' THE DIKE SECTION 20° AND GLUED DOWN A .a, w w = 1 1 = A 7' ADHESIVE i FLOW OVERLAP PER MANUFACTURER'S ga Y RECOMMENDATIONS DIKE PLAN VIEW NOTES: 1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT. 2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS. ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES. EXISTING CONCRETE OR FLOW ASPHALT PAVEMENT I. 4.. ADHESIVE SECTION A-A ADHESIVE SILT DIKE (ON EXISTING PAVEMENT} N.T.S. SDP DT-S 1 01 07 01500-10 #3757 Arlington,WA 08/12/14 JJ U J�J >w J JmJ J p�p FO r Q Oz QO m 20 O m N mQz d< 3 cQYQi� uw C� z w WI o w�I ZU RfIIF 6� K IIfW N2 �= O Vl U1Nm NON Q ul 4 m m�N 4V wr zw� < ¢z � ~z �d� ✓lQ �z Jd I/IU'w J w �O OONO NOO O�U lNpO MN�OO Oq Q W W H N LL U M N m m d d O a N N—w d 0>N N N ll z O 2W V 1 N WOW .— F. �Q FW N V N3 e m o O VI NJ N vp1Z w�W z 6 liw O K O ��pp mnm mnm nmn nul LL]µrnµ yrny TO mma�pp nmn yny�� pmp ymy OZ Wy �Wz Ow .5- 2 < dd6M<�V dd'wF <d�Md' OOd O o N z « < `rq z J fn LL I I I I I I W Z LLWII I I I I I I a¢ ti� � gz o— z J3 ooa000aoo 3 O00000Ooo w 2! 23 <� maim wb zim F a w Wm�u m� �" ¢� ��� m ma mOwm LLm � �mz of H H m z�3 71 z z z w m �ww ai ma r w ww v~i ma s ag yzy��yzy��JBIWF>F a w yzwyzWm�au��zQ>F �. OO FFO2 WIYFKO FF�zNfnWKF wM �g s� Wa z �z o 0 0 Q. EL w� o �~ O` Q <� � U W ON Z =Z wo \ m� �zN m — Q z N O� N�z mez o = > o< w Fw--~ a En w J Q zD z� u U r a o� z 0 0 �y d = H1d3O /7\ Q O w a� O o< a yqq �O a Wz:IffxvS o m -m F3 W111 yG�ym��j4 OZ F �00 N?2LLlWF � 4 = ap VJ WFl~�iK o aJ O�ri Z Ow o \V W �K 2 253 4 0 H 01500-11 #3757 Arlington,WA 08/12/14 m I ti w Z_w N ��r p m 0 z o N V � z_ H \ 3 4 zi S Z w g vi 3dD1 .' m �z On] a? U-� o m w n Zz >ZrJ� ww� Sw m yoyb� y� F a Z. J o N� WW rW0 rW m2Q 4221 S J JO w~�5 JS Z Zm JJJN W O N Z d W\ j w aw N Q N G pM Z > ZW Z OE SOW mIO n Omm ❑2fS/IWZ llp¢AA-dmm-yoWb QZO \ a� I Wa'm K OZ 03 01 a JJW y rc�p� F LL m yRy�� N F°� U0S \W OYd NJa J K K WK aOw p Op O S$YtW S K Q N 2 LL U 2 orb az iay c a o E� w� oz ¢ $a s Sp � KZ i Z 3 EF nOd N,4 0q(f w� m aa�R Eon = z wo a oLL W.Fw U wi+E mJ HV �o r Sz ¢ go we do F a fig$ z=W Z 7T� �oaw�Hz o°zxo N r��ww EP ti < I/Qr oON-O-Fri 3I + Oom JJyy�� W J 6 N W ❑K 5r W W 4 z W S W r Q V U a Z W W U J W « ¢}}i QZQ wxFn i nF' vZwZi�i w3w EFZ w'� Fz `^ �aVOGIO � mprr3r JwQ J n�`a0�>�xCwSj JC4 O^ QQ R Z �w - W -W 4 FAO QOm �� KW W p t2n O w zb:{ ZZ >S V 4 ."2 2 t O� V wN w p Z,li ~y2jZ� F VOWIK 1wNa Ua[2] >7 1 l <' UI N 3a m NIQ frN zw OWU=UW d�J 4o z Z~Z M 4U W p N Z U p N J¢N�y V w 4 a W Q O O N Z I.l a F`� rc"'rc a�{a how ci w '0 0 a� �a44 � Z�uoxO wpa � .S� 0 J a eov'� 0a oF��¢WaE ¢S w wa F a dwM io c� pow 7�rc�hrc Z m rz N m�E w m� a0 �4a� LLz a < ¢z¢ o JwJwS�" N Ig N ��' WWiJa3 mNl4i z0 Z ¢w w25 a z mZ' N w Z f W �� W 2S O S E O K m J¢0 2 O QQ OQQ Iy- ypj m N p m w e m d N ti444vxiN Aron N O Zqq C w0> OP O J aaWQ�UaN F 2 K y4y��1� W yNW�2 Z J Q a 4 10. w W N m IJ ONO W � W v U W S W E K CI Z K %Q I Oy %K V U V Z O m 2 O W Q E Z 8J w w EWEEN Egw �lz �lq z fl I''3z d�rc�ur�adm '4 -i az o 6 KM A zw. W2%N 6,wo d p K 3 U e o L1wa�a a eN wg rots "!z orc ��a3 *p *0 pz w ¢¢ N80 i pOp pb000vto V>���ZZ mz� MN�CONYi'1°'iN++ZZZ m ¢ ¢ Fr zN J J F E Oy. �a2 E. y�wF pp oo Z Z ZWU O O^Ni'i�itJ Nap��NN�J� U N az� ao� a�Nz 0 rc 01500-12 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 062609 SECTION 01600-PRODUCT REQUIREMENTS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Basic Product Requirements. 2. Product Options. 3. Product Substitution Requirements. 4. Direct Purchase Products. 5. Product Delivery Requirements. 6. Product Storage and Handling Requirements. B. Related Sections: 1. Section 01640 - Owner Furnished Products: Requirements related to Owner and Wal-Mart furnished products. 1.2 DEFINITIONS A. Products: Defined as new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. 1.3 BASIC PRODUCT REQUIREMENTS A. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard by date of issue current on date of Contract Documents. C. Obtain copies of standards when required by Contract Documents. D. Should specified reference standards conflict with Contract Documents,request clarification from Architect before proceeding. E. The contractual relationship, duties, and responsibilities of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.4 PRODUCT OPTIONS A. Products Specified by Naming a Single Manufacturer and/or Model Number: Provide specified product only. B. Products Specified by Naming Two or More Manufacturers: Provide specified products of manufacturers and models named only,meeting specifications and specified requirements. C. Products Specified by Reference Standards or by Description Only: Provide any product meeting specified reference standard or description. 1.5 PRODUCT SUBSTITUTION REQUIREMENTS A. No substitutions permitted. Provide specified products only. 01600-1 #3757 Arlington,WA 08/12/14 1.6 DIRECT PURCHASE PRODUCTS A. Direct purchase products shall be purchased directly by the General Contractor from the Manufacturer or the Pre- Negotiated Supplier as specified in the individual Specifications Sections. Direct purchased products shall not be purchased by any subcontractor regardless of the discipline or subcontract involved in the installation. 1.7 PRODUCT DELIVERY REQUIREMENTS A. Transport and handle products in accordance with manufacturer's instructions. Deliver materials and equipment at such stages of work in order to expedite the Work and minimize storage requirements. B. Schedule delivery for Wal-Mart and Owner furnished and installed equipment such that upon delivery of equipment to the site,sufficient equipment provisions are in place ready for installation and hook-up. C. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. D. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, and damage. Do not use damaged materials and equipment. 1.8 PRODUCT STORAGE AND HANDLING REQUIREMENTS A. Provide safe storage of products. B. Store and protect products in accordance with manufacturer's instructions,with seals and labels intact and legible. Store sensitive products in weather-tight,climate controlled enclosures. C. For exterior storage of fabricated products,place on sloped supports,above ground. D. Provide off-site storage and protection when site does not permit on-site storage or protection. E. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation. F. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter. G. Provide equipment and personnel to store products by methods to prevent soiling,disfigurement,or damage. H. Arrange storage of products to permit access for inspection. Periodically inspect to assure products are undamaged and are maintained under specified conditions. PART 2 -PRODUCTS 2.1 MATERIALS A. Provide interchangeable components of the same manufacturer,for components being replaced. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. PART 3 -EXECUTION Not Used END OF SECTION 01600-2 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 072514 SECTION 01640-OWNER FURNISHED PRODUCTS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Wal-Mart Furnished Products. B. Related Sections: 1. Section 01600-Product Requirements: General product requirements related to all products. 1.2 DEFINITIONS A. Owner: Defined in Construction Agreement. Owner may also be referred to as Wal-Mart. 1.3 RESPONSIBILITIES FOR WAL-MART FURNISHED PRODUCTS A. Product Delivery: Unless specified otherwise, product supplier will deliver products to jobsite for Contractor to receive on delivery date established by Contractor. Supplier will contact Contractor after Award of Contract to establish a product delivery and installation date,quantities of materials,and a coordination procedure. In the event Supplier contact cannot be made,contact Wal-Mart Store Planning at(479)277-2633 or(479)204-0173. B. Wal-Mart Responsibilities: 1. Responsibilities by Wal-Mart shall correspond to the party furnishing the product as specified hereinafter. 2. Arrange for delivery of supplier furnished shop drawings,product data, samples, and installation instructions to Contractor. 3. Arrange and pay for product delivery to site, in accordance with agreed upon construction management plan in Section 01320. C. Contractor Responsibilities: 1. Review supplier furnished shop drawings,product data,and samples under provisions of Section 01330. Submit to supplier with notification to Architect and Wal-Mart's Construction Department of any discrepancies or problems anticipated in the use the products. 2. Receive and unload products at the Site when specified. 3. Verify quantity of products furnished with shop drawings, Final Field Use Drawings, or Bills of Lading as applicable. 4. Promptly inspect products upon receipt for shortages, damaged, or defective items; report to Wal-Mart's Construction Department. Upon notification,Wal-Mart will arrange for delivery of replacement products. 5. Handle products at site,including uncrating,storage,and protection unless otherwise specified. 6. Install products when specified. 7. Provide for installation and hook-up at time of delivery of Wal-Mart installed equipment. 8. Protect installed products from damage. 9. Replace items damaged by Contractor. 10. Remove trash,debris,and rubbish. 11. Manufacturing Defects: Report suspected product manufacturing defects to Wal-Mart Construction Manager and Product Supplier. Upon notification,Wal-Mart will arrange for repair of product manufacturing defects. 1.4 CONTRACTOR INSTALLATION OF WAL-MART FURNISHED PRODUCTS A. Install in accordance with manufacturer's instructions. B. Unpack and set in place,plumb,level,and secure. C. Connect to mechanical,plumbing,and electrical systems as required. 01640-1 #3757 Arlington,WA 08/12/14 D. Remove packaging and clean products. E. Test and adjust as required. PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3.1 PRODUCTS FURNISHED BY OTHERS A. Equipment may be furnished by Wal-Mart for installation by either the Contractor or by others as specified in the Products Furnished by Others Schedule included hereinafter. B. The Products Furnished by Others Schedule includes a listing of Owner furnished products as required in the listed specifications sections or drawings. Refer to the applicable drawings or individual sections for specific details regarding Owner furnished products therein. The Schedule provides summary information only and does not preclude or supersede requirements contained in the individual sections. Contact Wal-Mart Contracts Administration for resolution of discrepancy between Schedule and Drawings or individual Sections. C. Coordinate installation of Wal-Mart installed products and equipment. Work in harmony with all subcontractors, suppliers and manufacturers. Unless otherwise specified, Contractor shall coordinate delivery date of Wal-Mart furnished equipment. If significant order lead times are required for a specific product, lead time shall be as specified for that product. 3.2 CONTACTS A. Contact information for vendors of Wal-Mart Furnished Equipment will be made available to the Contractor at the Pre-Construction Conference or upon request by the Contractor to the Construction Manager. A limited list of contacts are as follows: 1. Floral Cases: a. Borgen, 1901 Bell Avenue, Suite 2,Des Moines,IA 50315;Attn:Jolene Phelps(479)936-1027. b. Structural Concepts, 888 Porter Rd.Muskegon,MI 49441. PRODUCTS FURNISHED BY OTHERS SCHEDULE Specification Description Furnished Received Installed Order Delivery Date* Section By By By Date* Architectural Anchorages for Sales Area Wal-Mart Contractor Contractor Wal-Mart to Drawings Merchandise Fixtures Schedule Architectural High Stock Fixed Racks/Lockable Wal-Mart Wal-Mart Wal-Mart Contractor to Drawings Storage Rack Systems Schedule Architectural Anchorages for Fixed Stock Fixed Wal-Mart Contractor Contractor Contractor to Drawings Racks/Lockable Storage Rack Schedule Systems END OF SCHEDULE 01640-2 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 022814 SECTION 01700-EXECUTION REQUIREMENTS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. General Construction Requirements 2. Verification of Existing Conditions 3. Work Within and Adjacent to Existing Building Area. 1.2 GENERAL CONSTRUCTION REQUIREMENTS A. General Requirements 1. All Work shall be done in a safe and workmanlike manner and in strict accordance with the local and/or State (if applicable) Building Codes, National Electric Code, ADA-ADAAGS and other Adopted Accessibility Standards, OSHA, and all applicable codes, regulations, ordinances and Authorities Having Jurisdiction(AHJ). 2. Internal combustion engines may be used inside the enclosed building only when powered by propane. There will be no additional compensation or extension of contract time if equipment is removed from site by Wal-Mart due to use of other fuels inside the enclosed building. a. Propane powered equipment used inside the enclosed building shall have catalytic converters on mufflers and shall be maintained and operated to ensure compliance with local, state,and federal in- door air quality regulations. b. Provide storage and handling of propane fuels in compliance with local, state, and federal regula- tions. 1) No propane shall remain inside building except during operation of propane equipment. 2) Equipment shall be re-fueled outside the building. 3. Cords for electric equipment shall be sized adequately for voltage, current load, and length, whether to generator or existing power supply(reference section 01500). 4. Route equipment cords and hoses in compliance with applicable OSHA requirements. 5. Each Subcontractor is responsible for having a thorough knowledge of all drawings and specifications in their related field. The failure to acquaint himself with this knowledge does not relieve him of any responsibility for performing his work properly. No additional compensation shall be allowed because of conditions that occur due to failure to familiarize workers with this knowledge. 6. The existing building shall be protected from moisture, dust and debris. Install dust partitions or drapes as required and/or as directed by Wal-Mart Construction Manager to keep dust and moisture from the operating areas of the store. 7. Any damage to Wal-Mart's property, which occurs during the process of construction shall be repaired/replaced at no additional cost to Wal-Mart;this includes all merchandise. Contractor shall pay the cost for all damaged merchandise. 8. The Contractor shall maintain the integrity of the existing building security at all times. This includes keeping the building secure from persons, environmental elements or hazards. The Contractor shall be responsible to maintain the integrity of all existing security systems. The Contractor shall obtain permission from the Store Manager prior to the modification of any existing security system for the opening(demolition)of any exterior wall. 9. The Contractor shall keep the work area clean and free of debris and remove all trash and debris from the construction area daily. No flammable materials or liquids may be stored in the existing building or in any new addition. 10. Remove any existing equipment, fixtures, furnishings, accessories, services, finishes or surfaces as required, shown or not shown, for the installation of new construction. Provide furring for conduits and piping, shown or not,and finish out furring to match adjacent existing finishes. 11. Repair,re-route,and extend all services,piping,conduit of existing items and equipment as required during the construction process to maintain normal store operations and as required for the installation of new 01700-1 #3757 Arlington,WA 08/12/14 construction. This includes all items shown or not shown on the Drawings. Reset existing equipment, fixtures,furnishings,accessories,or related items as required for proper operation. 12. When equipment, fixtures, furnishings, accessories, services, finishes or surfaces are temporarily removed or relocated in order to perform work, the Contractor is repsonsible for returning them to their original position, reconnection of services and appropriate means of attachment unless specifically directed to do otherwise. 13. Where existing finishes are to remain,clean,repair,patch and repaint as necessary to blend in with adjacent work. Coordinate with Wal-Mart Construction Manager. 14. The Contractor shall be responsible for the timely ordering of materials to prohibit delays of the construction schedule of this Project. It is the responsibility of the Contractor to coordinate delivery of materials in a timely manner. 15. It is imperative that the roof framing, decking and roofing system be completed immediately upon the demolition of the exterior wall to eliminate potential water damage or moisture infiltration. The Contractor shall keep the building watertight at all times. 16. The General Contractor shall respond to all requirements of the Structural Engineer/Architect for verifications,responses,and submissions. B. Site Verification Requirements 1. The Architect has made a scope visit with measurements and photographs of existing conditions and the Drawings indicate existing conditions verified in the field. It, however, remains the responsibility of the Contractor to verify all existing conditions prior to the submission of his bid and to the commencement of any Work. No additional compensation will be paid due to the Contractor's failure to acquaint himself with existing site conditions which include,but are not limited to,grades,extent of paving,or utilities. 2. Any discrepancy with the existing site conditions and/or the Drawings shall be brought to the attention of the Architect for clarification and instruction. These Construction Documents have been designed and drawn assuming existing building conditions match the Original Drawings. The General Contractor, immediately upon arrival at the site, shall verify all existing structural column dimensions, structural bearing heights, existing dimensions, top of masonry elevations, roofing conditions (including parapets, scuppers and roof drains), and joist bearing elevations prior to the fabrication of any structural items. If discrepancies are found between what is shown on the Drawings and existing field conditions, contact the Wal-Mart Construction Manager and the Architect immediately to determine what action should be taken to match existing conditions. The beginning of structural steel fabrication by the General Contractor, steel fabricator,or joist manufacturer means acceptance of the existing conditions. 3. All utility locations shown are approximate. The Contractor shall field verify the exact location of all existing utilities (whether shown or not) prior to the submission of his bid or the commencement of construction. The Contractor shall notify the Wal-Mart Construction Manager of the discovery of existing utilities not shown or noted on Drawings. 4. The Contractor shall verify and maintain (repair if damaged) existing irrigation systems affected by the construction of this Project. 5. The Contractor shall field locate and verify all property lines, easements, setbacks and restrictions. A registered surveyor shall establish all property lines and setbacks prior to the commencement of construction and clearly flag property lines and setbacks. It remains the responsibility of the General Contractor to determine exact location of all said boundaries. 6. The Contractor shall verify exact locations and depths of underground utility services prior to any excavation. 7. The Contractor shall verify all grades and proposed final grades. If ramps, stoops, stairs, sidewalks, flatwork or paving are installed,verify final grades surrounding the new construction and adjust stair risers, ramp lengths, limits of paving, etc.,to accommodate the required ramp slope,riser heights or paving areas. All ramps and stairs shall meet ADA-ADAAGS (or Adopted Handicap Accessibility Requirements). If there is a conflict in field conditions,notify Wal-Mart Construction Manager and the Architect prior to the construction or ordering of materials. 8. The Contractor shall verify the existing finish floor elevation at all new openings of the existing building prior to establishing the finish floor elevation. To verify floor elevation, the Contractor shall remove a small portion of the block wall at the proposed opening between the existing store and the addition. 9. The Contractor shall verify existing footing depths and match at new Addition to insure proper block coursing.Any discrepancy shall be reported to the Wal-Mart Construction Manager prior to construction. 01700-2 #3757 Arlington,WA 08/12/14 10. The Contractor shall core the roof insulation to determine its thickness after Contract award. It is the Contractor's responsibility to match existing roof insulation thickness on the Addition unless directed otherwise to install 3" insulation in separated and isolated roof conditions. Refer to Roofing Specification Section. 11. Report any discrepancies found in the field immediately to Wal-Mart and the Architect prior to making any structural modifications or ordering of any materials. C. Demolition Requirements 1. All demolition shall be carried out in a safe manner and in strict accordance with OSHA regulations. 2. The Contractor shall field verify the extent of demolition. The Work includes, but is not limited to, the demolition and removal of walls, doors, fixtures, plumbing, paving, mechanical and electrical items including conduits and ductwork as shown on Drawing or as required for the installation of the new Work for a complete job. 3. When utilities are removed, cap and seal a minimum of 8" below finish floor or a minimum of 6" above finish ceiling. 4. When removing existing structural items, it is the Contractor's responsibility to provide adequate shoring, bracing and support systems to keep the existing structure intact and in a safe condition. Refer to Sections 02023 and 02251. 5. The Contractor may not remove the block wall in a proposed opening prior to the roofing system over the new addition being made watertight. Coordinate with the Wal-Mart Construction Manager and the Store Manager to schedule for demolition for this new opening. PART 2-PRODUCTS Not Used. PART 3 -EXECUTION Not Used END OF SECTION 01700-3 #3757 Arlington,WA 08/12/14 UniSpec 11- Store Planning 072613 SECTION 01740-CLEANING PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Cleaning and maintenance of site premises. B. Related Sections: 1. Section 01742-Construction/Demolition Waste Management And Disposal: Disposal and removal of non- hazardous construction and demolition waste 1.2 GENERAL A. Maintain premises free from accumulations of waste,debris and rubbish caused by construction operations. B. At completion of Work,remove waste materials,rubbish,tools,equipment,machinery and surplus materials; and clean all sight-exposed surfaces. Leave project clean and ready for occupancy. 1.3 REQUIREMENTS OF REGULATORY AGENCIES A. Codes and Standards: 1. Comply with applicable Federal, State and Local codes and regulations relative to environmental safety regulations.. PART 2-PRODUCTS 2.1 CLEANING MATERIALS A. Use only cleaning materials recommended by manufacturer of surface to be cleaned. B. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. C. Cleaning materials shall be clearly labeled and safely stored when not in use. Maintain control of cleaning materials while in use. Do not leave unattended. No flammable materials or liquids may be stored in the existing building or in the new addition. PART 3 -EXECUTION 3.1 CLEANING REQUIREMENTS A. Oversee cleaning and ensure that building and grounds are maintained free from accumulations of waste materials and rubbish. B. In exterior work,sprinkle dusty debris with fine water mist to control accumulation of dust. Avoid puddling. C. Vacuum clean interior building areas when ready to receive finish painting and continue vacuum cleaning on an as-needed basis until building is ready for acceptance or occupancy. D. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet,newly-painted surfaces. E. Clean exterior premises daily. Do not let debris enter customer areas. 01740-1 #3757 Arlington,WA 08/12/14 3.2 TRASH REMOVAL A. On a daily basis,clean work areas and access,and dispose of waste materials,rubbish and debris. B. Disposal of non-hazardous demolished materials shall be by Owner's Waste Management Vendor as specified in Section 01742 and in accordance with agreement between Waste Management Vendor and Contractor. C. Disposal of hazardous materials shall be at Contractor's expense as specified in Section 01743. D. Deposit waste materials,rubbish,and debris in waste containers as provided by the Waste Management Vendor as specified in Section 01742. Perform segregation of waste materials into the various classification and segregated materials as established and agreed to between Waste Vendor and Contractor. E. Do not allow waste materials,rubbish and debris to accumulate and become an unsightly or hazardous condition. F. Notify the Owner's Waste Management Vendor when containers are ready for pickup and disposal. G. Keep streets and access to site free of rubbish and debris. 3.3 FINAL CLEANING: A. Execute final cleaning prior to final inspection as follows. 1. Clean Project site,yard, and grounds, in areas disturbed by construction activities, including landscape de- velopment areas,of rubbish,waste material,litter,and other foreign substances. 2. Sweep paved areas broom clean. Remove petrochemical spills,stains,and other foreign deposits. 3. Rake grounds that are neither planted nor paved to a smooth,even-textured surface. 4. Remove tools,construction equipment,machinery,and surplus material from Project site. 5. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. 6. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults,manholes,attics,and similar spaces. 7. Clean debris from roofs,gutters,downspouts,and drainage systems. 8. Vacuum carpet and similar soft surfaces,removing debris and excess nap; shampoo if visible soil or stains remain. 9. Vacuum clean all interior floor surfaces. 10. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing com- pounds and other noticeable, vision-obscuring materials. Replace chipped or broken glass and other dam- aged transparent materials. Polish mirrors and glass,taking care not to scratch surfaces. 11. Remove labels that are not permanent. 12. Touch up and otherwise repair and restore marred,exposed finishes and surfaces. Replace finishes and sur- faces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 13. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint,and mortar droppings,and other foreign substances. 14. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water expo- sure. 15. Replace disposable air filters and clean permanent air filters of equipment operated during construction. Clean exposed surfaces of diffusers,registers,and grills. 16. Clean ducts,blowers,and coils if units were operated without filters during construction. 17. Leave Project clean and ready for occupancy. B. Final Cleaning of Restrooms: Clean restrooms as scheduled on Drawings. 1. Qualifications: Cleaning shall be done by a reputable, professional firm regularly engaged in cleaning of restrooms. Firm shall be experienced in work of the nature and scale similar to this project 2. Cleaning Products: Use solutions and products specifically formulated and recommended for cleaning the surfaces involved without damaging surface being cleaned or adjacent surfaces.Products shall be non-toxic 01740-2 #3757 Arlington,WA 08/12/14 and non-caustic to metal or acoustic surfaces. Products shall be by a manufacturer regularly engaged in the production of such products and shall be used in accordance with manufacturer's instructions. 3. Immediately prior to possession by Store, thoroughly clean restrooms, including walls, floors, ceilings, plumbing fixtures, toilet partitions, and accessories, as directed herein or in the individual specifications sections. 4. Steam clean entirety of wall and floor surfaces. Wet vacuum residual water and wipe dry to prevent sur- face film or residue. a. Painted gypsum board surfaces shall not be steam cleaned but rather shall be cleaned with other ap- propriate cleaners. 5. Clean water closets and lavatories with scrubbing cleansers approved by fixture manufacturer to remove stains and deposits. 6. Clean and polish stainless steel accessories and toilet partitions to a spotless luster using soap,ammonia,or mild detergent and water as recommended by the accessory or partition manufacturer. Alternatively,use a commercial stainless steel cleaner and polish as directed. 7. Clean mirror surfaces using glass cleaner. C. Employ skilled workmen for final cleaning. D. Prior to final completion or Owner possession,conduct an inspection of sight-exposed interior and exterior surfaces and all work areas with the Wal-Mart Construction Manager to verify that entire Work is clean. END OF SECTION 01740-3 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 042613 SECTION 01742—CONSTRUCTION/DEMOLITION WASTE MANAGEMENT AND DISPOSAL PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: Administrative and procedural requirements for nonhazardous demolition and construction waste removal and disposal. B. Related Requirements: 1. Section 01500-Temporary Facilities and Controls. Temporary chain link fencing for construction and demoli- tion waste management containers. 2. Section 01740-Cleaning. Site and premises cleanup during and at completion of construction. 3. Section 02023 -Selective Site Demolition. 1.2 DEFINITIONS A. Construction Waste: Building and site improvement solid waste materials resulting from construction, remodeling, renovation, or repair operations. Construction waste includes shipping and packaging and discarded temporary con- struction materials. B. Non-Hazardous Landfill:A landfill that accepts non-hazardous resources such as household,commercial,and industri- al waste,resulting from construction,remodeling,repair, and demolition operations,has a solid waste facilities permit from the State Waste Management Regulatory Board, and is in full compliance with Federal, State and local Environ- mental Regulatory Agencies. C. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition opera- tions. D. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill acceptable to Authorities Having Jurisdiction. E. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse. F. C&D Recycling Center: A facility that receives only construction and demolition material that has been separated for reuse prior to receipt. G. Inert Disposal Facility or Inert Waste Landfill: A disposal facility that accepts only inert waste such as soil and rock, fully cured asphalt paving, uncontaminated concrete (including fiberglass or steel reinforcing rods embedded in the concrete),brick,glass,and ceramics,for land disposal. H. Mixed Debris: Comingled recyclable and non-recyclable construction and demolition materials. I. Mixed Debris Recycling Facility: A processing facility that accepts loads of comingled construction and demolition debris for the purpose of recovering re-usable and recyclable materials and disposing the non-recyclable residual mate- rials. J. Recycling: The process of sorting, cleansing,treating, and reconstituting materials for the purpose of using the altered form in the manufacture of a new product. Recycling does not include burning, incinerating, or thermally destroying solid waste. K. Re-use: The use,in the same or similar form as it was produced,of a material which might otherwise be discarded. 01742-1 #3757 Arlington,WA 08/12/14 L. Solid Waste: Putrescible and nonputrescible solid, semisolid, and liquid wastes,including garbage,trash,refuse,paper, rubbish, ashes, industrial wastes, demolition and construction wastes, abandoned vehicles and parts thereof, discarded home and industrial appliances, dewatered, treated, or chemically fixed sewage sludge which is not hazardous waste, manure,vegetable or animal solid and semisolid wastes, and other discarded solid and semisolid wastes. "Solid waste" does not include hazardous waste,radioactive waste,or medical waste as defined or regulated by State law. M. Source-Separated: Materials,including comingled recyclables,that have been separated or kept separate from the solid waste stream at the point of generation, for the purpose of additional sorting or processing of those materials for reuse or recycling in order to return them to the economic mainstream in the form of raw materials for new,reused,or recon- stituted products which meet the quality standards necessary to be used in marketplace. N. Waste Hauler: A company that possesses a valid permit from the local waste management authority to collect and transport solid wastes from individuals or businesses for the purpose of recycling or disposal. O. Construction Waste Management Plan: The Construction Waste Management Plan identifies the construction waste di- version expectations including diversions percentages and tons of the targeted materials and the locations for the legal reuse,recycling,or disposal. P. C&D Waste and Recycle Program Manager: The individual charged with managing the C&D Waste and Recycle Pro- gram for the Contractor. This person does not have to be an employee of the Contractor, but must operate under the guidance and direction of the Contractor. Q. C&D Training Manual: A site specific training manual that explains the processes and procedures for handling the C&D Waste and Recycle needs. Contents include but are not limited to the following: 1. Materials to be recycled. 2. Materials to be re-used. 3. Materials to be salvaged. 4. Plan and procedure for recycling of lunch and break-time refuse. 5. Facilities to be utilized for the purposes specified above. 1.3 PERFORMANCE GOAL A. The waste management objective is to recycle, reuse, or salvage non-hazardous waste generated by the Work and to eliminate or minimize the amount of waste going to landfills. B. The Waste Management Plan does not relieve Contractor of responsibility for adequate and continuing control of pol- lutants and other environmental protection measures, including, but not limited to requirements specified in Section 01500 or 02370,if specified. 1.4 SELECTION AND PAYMENT A. Employment and payment for services of a Construction and Demolition Waste Management Vendor(Vendor)for the collection and disposal of designated construction and demolition waste will be by Wal-Mart. 1. Wal-Mart Vendor: Oakleaf Waste Management,LLC(866)338-2342 or onsite@oakleafwaste.com. 1.5 RESPONSIBILITIES A. Wal-Mart Responsibility: 1. Obtain the services of a pre-negotiated Vendor for the collection and disposal of designated construction and demolition waste. B. Basic Vendor Responsibility: 1. Communicate to the job site contact what service and recycling is arranged. 2. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management during the entire duration of the Contract. 3. Identify what container is for which recyclable or for trash. 01742-2 #3757 Arlington,WA 08/12/14 4. The Vendor will provide the waste container(s)to be used by the Contractor and shall coordinate the exact loca- tion(s) of the waste container(s)with the General Contractor. Waste containers will be classified and segregat- ed to accept materials sorted with respect to type of waste or type of material. 5. Provide e-business web portal with unique User-ID for Contractor to login and schedule waste and recycling services. The e-business portal will submit requests made by Contractor in real-time to subcontracted waste and recycling hauler(s)providing service at Project site. 6. Provide toll-free phone number and e-mail address for Contractor to report any issues resulting from missed services or to clarify needs at Project site. C. Basic Contractor Responsibility 1. Upon commencement of construction,contact the Vendor for collection and disposal arrangements. 2. Within one week after Contract award, contact the Vendor to coordinate scope of Work to ensure proper waste containers are delivered to job site,and for collection and disposal arrangements. 3. Supply name and contact information to Vendor for a designated Contractor contact person on the job site. 4. Commit to required waste separation for recyclables and insure all are disposed in the proper container as agreed to between Vendor and Contractor. 5. Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work occurring at Project site.Notify workers and subcontractors of waste management plan to be carried out. 6. Provide and designate and label specific areas on Project site for waste containers and for separating waste ma- terials. 7. Perform segregation of waste materials into the various classification and segregated materials as established and agreed to between Vendor and Contractor. Deposit wasted materials into the containers. 8. Notify the Vendor when containers are ready for pickup and disposal by logging into Vendor's e-business web portal and requesting services needed. Contractor must request service prior to LOAM local time one day in ad- vance of requested service date. Service requests received after LOAM local time may not be performed until the 2nd business day. Contractor may pre-order services up to seven(7)days in advance for multiple containers. 9. Contractor shall not directly contact locally subcontracted hauler. All communication must be made through Vendor's e-business web portal,toll-free phone,or by e-mail. PART 2-PRODUCTS(Not Used) PART 3 -EXECUTION 3.1 GENERAL REQUIREMENTS A. Take a pro-active, leadership role in the management of construction and demolition waste recycle efforts. Require subcontractors,vendors,and suppliers to participate in this effort. B. Develop Site specific procedures to incorporate the C&D Waste Management Plan and Performance of Diversion Goals. C. Practice efficient waste management when sizing, cutting, and installing products and other materials. Use all reason- able means to divert construction and demolition waste from landfills. D. Exercise diligence in the planning and execution of Waste Management Plan. E. Train workers, subcontractors, and suppliers on waste management procedures as appropriate for Work occurring at Site. F. Post in the Contractor's field office,the site-specific C&D plan, including Site Map showing container locations, con- crete washout,and lunch and break areas. G. Supply workers and subcontractors with a copy of Waste Management Plan and the Site-specific C&D Training Manu- al. H. Comply with the requirements of Section 01743 for hazardous construction and demolition waste management and disposal. 01742-3 #3757 Arlington,WA 08/12/14 3.2 MATERIALS TO BE RECYCLED A. Recycling may consist,but not necessarily include nor be limited to,non-hazardous demolition and construction waste and debris to be disposed of and not to be reused,or considered of value to the Contractor and retained in the Contrac- tor's possession. B. Maximize recycling and reuse of materials. Sale or donation of waste suitable for reuse shall be acceptable. Salvaged materials,other than those specified in other Sections to be salvaged and re-used,shall not be used in this Project. C. Revenues: Savings or revenues obtained from recycled,re-used,or salvaged materials shall accrue to Wal-Mart. 3.3 REGULATORY REQUIREMENTS A. Comply with federal, state, or local statutory environmental requirements for diversion of construction and demolition waste from landfills as applicable. Firms and facilities used for recycling, reuse, and disposal shall be appropriately permitted for the intended use to the extent required by federal, state, and local environmental Authorities Having Ju- risdiction. B. Negotiate and sign agreements for required services in compliance with state and local environmental regulations and specified requirements. 3.4 ONSITE SORTING AND STORAGE OF WASTE A. Sorting and storage of waste shall be the Contractor's responsibility whether the waste was generated by the Contractor or by Wal-Mart. B. Provide temporary fencing for storing unsorted waste and securing waste and recycling containers as specified in Sec- tion 01500. Establish storage area at least 50 feet from the project property line or as allowed by Wal-Mart Construc- tion Manager. 1. Coordinate location with Wal-Mart Construction Manager prior to installing fencing. C. Enclose hazardous waste,non-hazardous waste, and recycling containers within temporary fencing which shall remain locked at all times. Provide controlled access to container storage area for disposal. D. Designate a fenced sorting area separate from and immediately adjacent to the waste container storage area with suffi- cient space to sort waste for storage and disposal. E. Prevent runoff from waste storage and sorting areas. Inspect areas used for storing materials for evidence of,or the po- tential for,pollutants entering the storm drainage system or discharging from the site. F. Sort waste into storage containers and clear the waste sorting area at least twice every 12 hours. G. Prevent unauthorized disposal of wastes generated off-site. H. Set open top containers back at least 4 feet from fencing. 3.5 CONTAINERS A. Owner will furnish containers for non-hazardous wastes at no cost to Contractor. B. Classify containers by markings or signage to accept materials sorted with respect to type of waste or type of material. C. Clearly identify containers to receive recyclable materials. 01742-4 #3757 Arlington,WA 08/12/14 D. After turnover of containers as specified above, Wal-Mart will be responsible for management of storage containers, including but not limited to, service requests,compliance requirements,maintaining cleanliness inside and surrounding the fenced area,and removal of the storage containers from the site. 3.6 SEPARATION AND RECYCLING A. Unless otherwise specified,separate hazardous waste,non-hazardous waste,and recyclables. B. Source separated materials may include,but are not limited to,the following: 1. 2. Building materials(doors,windows,fixtures,etc.). 3. Cardboard and packaging materials. 4. Carpet,carpet padding and foam. 5. Construction and demolition debris. 6. Film plastic and styrofoam. 7. Mixed construction and demolition waste and miscellaneous construction debris. 8. 9. Trash and garbage 10. Reuse or Salvage Materials. C. Comingled Materials: Where acceptable to recycling facility,place waste products and recyclable materials into a sin- gle container and transport to recycling facility. D. Clean all materials that are contaminated prior to placing in source separated containers. E. Deliver materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to recy- cling process. F. Arrange for collection by or delivery to the appropriate recycling or reuse facility through Vendor's website. 3.7 NON-RECYCLABLE MATERIAL DISPOSAL AND WASTE HAULING A. Except for items or materials to be recycled as specified above, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to Authorities Having Jurisdiction. B. Except as otherwise specified,do not allow waste materials that are to be disposed of to accumulate on-site. C. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. D. Do not burn waste materials on or off Site. END OF SECTION 01742-5 #3757 Arlington,WA 08/12/14 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT PLAN Complete the information on this form for construction and demolition(C&D)materials that will be reused,recycled,or dis- posed from the project in accordance with Section 01742 of the Specifications.(Type into form—do not hand write) Project Name: _ Location: Type of Project: ❑New Construction ❑ Relocation ❑ Site Clearing Only ❑On Site Relocation ❑ Expansion ❑Other ❑Remodel ❑Demolition Only Was there difficulty finding Salvage or Re-Use vendors? ❑Yes❑No If yes,explain manner of difficulty: If the estimated amount of reused or recycled materials is less than 50%of total estimated amount of material disposed,explain why: C &D ESTIMATED WASTE GENERATED (TONS) Complete and submit no later than 24 hours after Bid Time as specified in Section 01742. Estimated Vendor or Facility Used(Destination) Tons of Estimated Tons (Bus name,city,state,contact name,phone no.) Material Type Reused/ of Disposed/ Recycled Landfilled Acoustical Ceiling Tiles Asphalt&Concrete Bricks/Masonry/Tiles Building Materials(doors,windows, fixtures,etc.) Cardboard Carpet/Carpet Padding/Foam Concrete Slurry Construction/Demolition Film Plastic&Styrofoam Blocks Gypsum Wallboard Metal Mixed C&D Waste&Misc Const Debris Plant&Tree Trimmings Trash/Garbage VCT Floor Tile Wire and Cable Wood Other(Describe) Other(Describe) TOTAL Estimated percent of waste diverted from landfill 01742-6 #3757 Arlington,WA 08/12/14 01742-7 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 072514 SECTION 01770-CONTRACT CLOSEOUT PART 1 -GENERAL 1.1 SUMMARY A. Section Includes 1. Closeout Procedures 2. Final Closeout Submittals 3. Closeout Document Submission. 4. Record Letters of Conformance 5. Letters of Certification 6. Project Record Documents 7. Operations and Maintenance Data 8. Warranties and Bonds B. Related Sections: 1. Section 01740—Cleaning.Requirements for final cleaning. 1.2 CLOSEOUT PROCEDURES A. Comply with closeout submittal requirements defined within individual Sections. Submittals procedures described herein shall apply unless otherwise described in individual Sections. B. When Contractor considers Work to be Substantially Complete, submit written certification to Wal-Mart's Construction Manager as follows. 1. Contract Documents have been reviewed. 2. Work has been inspected. 3. Work is complete in accordance with Contract Documents. 4. Work is ready for inspection. 1.3 FINAL CLOSEOUT SUBMITTALS A. Before final application for payment will be approved, final closeout submittals shall be received and approved by Wal-Mart. If Contractor fails to provide a fully completed Closeout Document Submission within 90 days after Substantial Completion of the Work, then Contractor agrees to pay Owner the sum of $250.00 per day, as liquidated damages and not as a penalty, until the fully completed Closeout Document Submission is received by Wal-Mart Contract Administration. 1.4 CLOSEOUT DOCUMENTS FOR OWNER FURNISHED EQUIPMENT A. Closeout documents for Owner furnished equipment as required and specified in the individual specifications sections shall be obtained directly from the Owner's vendor,supplier,or manufacturer. When,or if,documents are unavailable directly from the vendor, Contact Realty Procurement Services for assistance in obtaining the required documents. 1.5 ELECTRONIC CLOSEOUT DOCUMENT SUBMISSION A. Submit closeout documents electronically through Owner's online system. Documents included in Electronic Closeout Document Submission shall consist only of the items in the following numbered list. Note that all closeout documents are not necessarily included in the Electronic Closeout Document Submission. If any item is not applicable, include a"Not Applicable" sheet within the uploaded section of the Electronic Closeout Document Submission. The Electronic Contract Document Submission shall not be compiled based only on the brief 01770-1 #3757 Arlington,WA 08/12/14 description of each item in the following list. It is compulsory that the individual sections and references be examined to comprehend the full description of the specific item to be included. Include the following: 1. Contractor's Statement of Warranty. (Reference Article 9 of General Conditions) (Ref form included at end of this section.) 2. Copy of Certificate of Occupancy. 3. List of Subcontractors: Final list of Subcontractors used complete with telephone numbers, addresses, and after hours telephone numbers. (Reference Article 12 of General Conditions) 4. Signed and notarized lien waivers from Contractor and all Subcontractors on the Wal-Mart form(Affidavit of Total Release and Certification of all Bills Paid) (Ref form included at end of this Section.) The form shall have no modifications or changes made thereon. 5. Consent of Surety to Final Payment: From Bonding Co.(Ref Article 7 of General Conditions) 6. Registration of Storage Tanks with State. (Sections 11140 and 13220)(If specified) 7. Verification of transmittal to Store Manager of all Project Record Documents specified hereinafter and Operations and Maintenance Manuals. This shall be in the form of a Letter of Transmittal with a statement signed by the Store Manager verifying that the O&M manuals have been placed in the Electrical Distribution Center(EDC)by the Contractor and the placement witnessed by the Store Manager. 8. Warranties. Include warranties for the following as applicable when the specified Section is included in the project. 9. Letters of Certification: Include separate letter for each certification required within the sections listed below. a. Polished Concrete Floor Finish(Existing Floors)(Section 03363) b. Color Densification(Existing Integrally Colored Concrete Slabs)(Section 03363/03364/03931) C. Interior Concrete Slab Surface Enhancement(Section 03931) 10. Record Letters of Conformance:Include separate letter for each item listed below. a. Contractor Quality Control(Section 01452) b. Construction Testing Laboratory(Section 01458) 11. Inspection Reports: Include separate report for each required item listed below. a. Energy Management Systems: (Section 13810) 1) Pre-Checkout Forms. 2) Checkout Forms. b. Building Services Piping: (Section 15100) 1) Video Inspection Report. 2) Dye Testing Report(If specified). C. Refrigeration Equipment(Section 15600). 1) Start-up Report. 2) Documents will be distributed by Walmart Mechanical Services. 12. Copy of Notice of Termination of NPDES Construction General Permit with proof of submittal to appropriate agency. This is only applicable for those permits issued to the General Contractor. (See Section 02370,if specified). 1.6 RECORD LETTERS OF CONFORMANCE A. Submit Record Letters of Conformance as a Closeout Submittal. By submitting Record Letter of Conformance,the Contractor declares that the product identified by manufacturer's name and model number is the product specified and is suitable for the intended use as defined within the Contract Documents and has been provided and placed in operational condition in accordance with the manufacturer's published instructions and the Contract Documents. 1. Submit completed Record Letter of Conformance for each product selected as indicated within each Section. 2. Fill-in required information on form and sign in ink by person authorized to sign on behalf of the Contractor. 3. No modifications shall be made to the form. 4. Record Letters of Conformance,when required,are located at the end of the respective Section. 1.7 LETTERS OF CERTIFICATIONS 01770-2 #3757 Arlington,WA 08/12/14 A. Certify manufacturer's or installer's qualifications, conformance with tests or specified criteria, or other factors as required in individual specification sections. B. Submit supporting reference data,affidavits,and certifications as required. C. Number of Copies Required: Two. 1.8 PROJECT RECORD DOCUMENTS: A. Maintain on site,one set of the following record documents. Record actual revisions to the Work. 1. Contract Drawings. (Building and Civil) 2. Specifications. 3. Addenda. 4. Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings,product data,and samples. B. Maintain Record Documents separate from documents used for construction. C. As-built Record Documents and Shop Drawings: Record as-builts shall be maintained and submitted for the primary purpose of recording the locations for concealed interior and exterior underground utilities as specified in the individual specifications. Legibly record actual measured horizontal and vertical locations of interior and exterior underground utilities and appurtenances,referenced to permanent surface improvements. D. Record required as-built information concurrent with construction progress. Do not permanently conceal work until required information has been recorded. E. At Project completion, the Contractor shall place the Record Documents (including Building and Civil Record Drawings, Specifications,Addenda,and Change Orders)enclosed in a plastic pipe tube(fixed cap at one end and a threaded-cap on the other end) for storage in the Electrical Room unless otherwise specified to be located in another location in the individual Sections. Placement shall be in the presence of and witnessed by the Store Manager. 1.9 OPERATION AND MAINTENANCE DATA A. Operation and Maintenance data shall include a suitably bound set of descriptive literature, maintenance and operation data, and parts lists for each item of equipment provided under this Contract that will require maintenance or special operation procedures,including drawings,instructions,or manuals supplied with equipment furnished by others and installed under this Contract. Include completed Maintenance Data Sheet(ref form at end of this Section). Submittal of O&M data shall be in the form of placement by the Contractor of the bound set of O&M data in the Electrical Distribution Center (EDC) within the building. Do not include O&M data in the Closeout Document Book or submit to Wal-Mart Contract Administration. Placement of documents shall be witnessed by the Store Manager and shall be at least 14 days prior to final inspection. 1.10 WARRANTIES AND BONDS A. Prior to Final Application for Payment,submit required warranties and bonds in Closeout Document Submission. 1. Assemble documents from Subcontractors,suppliers,and manufacturers. 2. For equipment put into use with Owner's acceptance during construction, submit within ten days after first operation,listing date of acceptance as start of warranty period. 3. For items of Work delayed materially beyond Date of Substantial Completion, provide updated submittal within ten days after acceptance,listing date of acceptance as start of warranty period. END OF SECTION 01770-3 #3757 Arlington,WA 08/12/14 WAL-MART STORES,INC. MAINTENANCE DATA SHEET Complete all Sections Prior To Final Payment Location: Store/Club No.: Size: Possession Date: TYPE OF BUILDING CONSTRUCTION Walls: Roof(circle one): SBS BUR EPDM Metal Other(explain) Roofing Mfg. Warranty Information. (years) STORE/CLUB TYPE(Check Those That Apply) Free Standing New Store Take-over Store Strip Center Relocation Stockroom Add'n. Mall Remodel Expansion Back _Front L. Side R. Side Company Name Location Business Phone Emer,g.Phone Developer: Gen. Contractor: Subcontractors: Electrical: Plumbing: Fire Protection: Roofing: Ht/Vent/Cool.: Paving: Painting: Storefront: Earthwork: Site Utility: Striping: Fencing: Concrete Ext.: 01770-4 #3757 Arlington,WA 08/12/14 Concrete Int.: MAINTENANCE DATA SHEET (CONT) Company Name Location Business Phone Emerg.Phone Masonry: Struct. Steel: Overhead Doors: Auto.Doors: Flooring: Landscaping: Irrigation: HEATING AND AIR CONDITIONING EQUIPMENT GAS FIRED [ ] ELECTRIC HEAT [ ] Quantity Manufacturer Model No. Heat/Cool (BTU's) Cool Only(BTU's) MISCELLANEOUS INFORMATION Quantity Manufacturer Catalog/Model No. Volts/Watts Parkin Lot of Lighting: Lighting Poles: Light Fixtures: Ballasts: Lamps: Ceiling Light Fixtures: High Bay: Ballasts: Lamps: Pendant Mount: Ballasts: Lamps: Fluorescent Mount: 01770-5 #3757 Arlington,WA 08/12/14 Ballasts: Lamps: MAINTENANCE DATA SHEET (CONT) PRODUCTS Manufacturer Model/Serial# Color/Style(If Applicable) Door Closers: Panic Hardware: Auto.Doors: Ceiling Panels: Floor Tile: Rubber: VCT: PVC: Ceramic: R.R.Partition: Fire Pump: Jockey Pump: Exit Lights: Emergency Lights: Note: Include all information requested, including Owner Provided Parts. DNA: Does Not Apply END OF MAINTENANCE DATA SHEET 01770-6 #3757 Arlington,WA 08/12/14 AFFIDAVIT OF TOTAL RELEASE AND CERTIFICATION OF ALL BILLS PAID THE UNDERSIGNED hereby certifies that he (or she) has examined and is authorized and empowered to execute this Affidavit as the owner,partner,or officer as the case may be,of the contractor named below("the Contractor")employed in connection with the construction project("the Project")mentioned below. In consideration for the full and final payment to the Contractor for all services in connection with the Project, the Contractor hereby releases and waives all liens and claims to liens which the Contractor may have on or affecting the Project or Project property as a result of the Contractor's contract(s) for the Project or for performing labor and/or furnishing materials that are in any way connected with any construction of any building(s)or improvement(s)for the Project whether on the Project property or elsewhere. The Contractor further certifies and warrants that all subcontractors of labor and/or materials supplied to,for,through or at the direct or indirect request of the Contractor and/or subcontractor have been paid. 1. (Print or typc the firm or individual name of the Contractor) 2. (Print or type the Contractor's address) 3. Print or type the name of the person signing for the Contractor) 4. (Print or type the position of the person signing for the Contractor) 5. Description of the Project(use an additional page,if necessary): 6. Date that the project was totally completed: The undersigned certifies that the foregoing information is true and correct and acknowledges that the owner of the Project has placed a material reliance on such information in directing final payment to the Contractor. EXECUTED this day of ,20 (To be signed by the person shown in Item 3 above) Subscribed and sworn before me this day of ,20 Notary Public: My Commission Expires: END OF AFFIDAVIT 01770-7 #3757 Arlington,WA 08/12/14 [CONTRACTOR'S LETTERHEAD] CONTRACTOR'S STATEMENT OF WARRANTY DATE: PROJECT: LOCATION: OWNER: Wal-Mart Stores,Inc. 702 SW 8`"Street Bentonville,AR 72712 CONTRACT: Construction Agreement Between Owner and Contractor,dated 20 General Contractor hereby: (1) warrants that the Work for Project complies with Article 9 of the General Conditions; (2) acknowledges that its warranty obligations under such Article 9. extends one year beyond the actual date of Substantial Completion of the Project;and(3)affirms,and acknowledges the enforceability of,all other warranties made by Contractor in the Contract. Terms used but not defined herein shall have the meanings given to them in the above referenced Contract. The undersigned Contractor hereby makes the certifications set forth herein to Wal-Mart as of the day of 20 Witness: Contractor: By: Print Name: Name: Title: STATE OF COUNTY OF On this the day of 120 before me, a Notary Public, within and for the State and County aforesaid,personally appeared,to me well know(or proved to me on the basis of satisfactory evidence), who stated upon oath that (s)he had executed the foregoing instrument for the consideration set forth therein. Notary Public My commission expires: 01770-8 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 072514 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for demolition and removal of existing building elements. 2. Protection of existing construction. 3. Salvaged material and items. 4. Schedule of building demolition. 5. Disposal of demolished materials(non-hazardous and hazardous). B. Related Sections: 1. Section 01100-Summary: Restrictions for Work within and adjacent to existing building areas. 2. Section 01500 - Temporary Facilities and Controls: Temporary protection and barriers. Removal and disposal of demolished materials. 3. Section 01700-Execution Requirements. 4. Section 01742-Construction/Demolition Waste Management And Disposal: Removal and disposal of non- hazardous demolition waste and debris. 1.2 SYSTEM DESCRIPTION A. Selective Demolition Requirements: 1. Perform demolition in construction sequence phases as required by the scope of Work and as agreed upon with the Wal-Mart Construction Manager. 2. Work necessary and required to facilitate the new construction indicated. 3. Demolish so that construction, new and existing, can be performed and completed in accordance with construction documents. 4. Visit the project site and become familiar with the existing conditions and project requirements. 5. Clarify the scope of the Work under this Section including salvage material. The Owner will be responsible for removing materials and equipment which the Owner wishes to salvage prior to the beginning of this Work. 6. Retain existing fire protection sprinkler system in place and active. 7. Contractor is responsible for damage to existing structure and replacement or repair of damage. 8. Repair,replace,or rebuild existing construction as required or as directed which has been removed, altered, or disrupted to allow for new construction. Correct existing construction to match adjacent construction, new or existing as specified in Section 01731. B. Regulatory Requirements: 1. Conform to applicable code for demolition of structures, safety of adjacent structures, runoff control, and disposal. 2. Comply with applicable local and state dust control regulations. 3. Obtain required permits from authorities having jurisdiction and submit to Wal-Mart. 4. Notify affected utility companies before starting work and comply with their requirements. Submit Certificates for severance of utility services and submit confirmation documentation of all utility company contacts to Wal-Mart. 5. Do not close or obstruct roadways, sidewalks, or hydrants without permits from authorities having jurisdiction and Wal-Mart Construction Manager. 6. Conform to applicable regulatory procedures when discovering hazardous or contaminated materials. 7. Test soils around buried tanks for contamination(where buried tanks occur). 1.3 PROJECT CONDITIONS A. Owner will continuously occupy areas of building immediately adjacent to areas of selective demolition. Work 02023-1 #3757 Arlington,WA 08/12/14 within and adjacent to existing building areas will be restricted to areas and hours specified in Section 01700. B. Conditions of Structure: 1. Owner assumes no responsibility for actual condition of items or structures to be demolished. 2. Conditions existing at time of inspection for bidding purposes will be maintained by Owner insofar as practical. 3. Variations within structure may occur by Owner's removal and salvage operations prior to start of selective demolition work. C. Traffic: Conduct selective demolition and debris removal in manner to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Provide traffic controls as specified in Section 01500. 1.4 QUALITY ASSURANCE A. Qualifications: Engage only personnel who can demonstrate not less that five (5) years successful experience in Work of similar character. B. Performance Criteria: 1. Requirements of Structural Work: Do not cut structural work in a manner resulting in a reduction of load- carrying capacity of load/deflection ratio. 2. Operational and Safety Limitations: Do not cut operational elements and safety-related components in a manner resulting in a reduction of capacities to perform in a manner intended or resulting in a decreased operational life,increased maintenance,or decreased safety. 3. Visual Requirements: Do not cut work which is exposed on the exterior or exposed in occupied spaces of the building in a manner resulting in a reduction of visual qualities or resulting in substantial evidence of the demolition work judged by the Architect to be cut and patched in a visually unsatisfactory manner. 4. Loading: Do not superimpose loads at any point upon existing structure beyond design capacity including loads attributable to materials,construction equipment,demolition operations,and shoring and bracing. 5. Vibration: Do not use means, methods, techniques, or procedures which would induce vibration into any element of the structure. 6. Fire: Do not use means,methods,techniques,or procedures which would produce any fire hazard. 7. Water: Do not use means, methods, techniques, or procedures which would produce water run-off, and water pollution. Refer to Section 01500 for related requirements. 8. Air Pollution: Do not use means, methods, techniques or procedures which would produce uncontrolled dust,fumes,or other damaging air pollution. 1.5 UTILITY SERVICES A. Maintain existing utilities. Keep in service and protect against damage during demolition operations. B. Do not interrupt existing utilities serving occupied or used facilities except when authorized in writing by authorities having jurisdiction and approval by Wal-Mart Construction Manager. C. Provide temporary services during interruptions to existing utilities as acceptable to governing authorities. D. Locate,identify,stub off,and disconnect utility services not to remain. E. Provide by-pass connections as necessary to maintain continuity of service to occupied areas of building. F. Provide advance notice to Wal-Mart if shut-down of service is necessary during change-over. 1.6 PROJECT SITE A. Indicated "Existing Construction" was obtained from existing drawings. Verify existing conditions and notify the 02023-2 #3757 Arlington,WA 08/12/14 Wal-Mart Construction Manager of discrepancies before proceeding with the Work. B. Perform removal, cutting, drilling, etc., of existing work with extreme care, and use small tools in order not to jeopardize the structural integrity of the building. C. Occupancy: Contractor will have limited use of the facility during construction as specified in Section 01700. D. Condition of Structure: The Owner assumes no responsibility for the actual condition of portions of the structure to be demolished. E. Protection: Ensure that the safe passage of persons around the area of demolition is provided. Conduct operations to prevent damage to adjacent buildings, structures,and other facilities,and injury to persons. 1.7 SEQUENCING AND SCHEDULING A. Comply with Wal-Mart approved schedule for sequence of operations for selective demolition work. B. Include coordination for shut-off, capping, and continuation of utility services as required,together with details for dust and noise control. C. Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of Owner's on-site operations. D. Conduct selective demolition work in manner to minimize disruption of Owner's normal operations. E. Provide Wal-Mart advance notice of demolition activities impacting Wal-Mart's normal operations as specified in Section 01700. PART 2 PRODUCTS 2.1 MATERIALS A. Designated materials and equipment for re-installation: Carefully remove,store,and protect. B. Wal-Mart Salvage: Clean, store, and transfer designated materials and equipment to Owner, and obtain receipt. Wal-Mart salvage items include but are not limited to: 1. Store fixtures. 2. Storage racks. 3. Store equipment. 4. Cooler/freezer panels. 5. Salvage items as indicated on Drawings. C. Contractor's Salvage: 1. Contractor shall verify with and obtain approval from Wal-Mart Construction Manager for all Contractor salvage items prior to their removal from site. 2. Transport salvaged items from site as items are removed. 3. Storage or sale of removed items on site not permitted. D. Replace materials scheduled for reuse which are damaged to the extent that they cannot be reused. Replace with equal quality material at no additional cost to the Owner as specified in Section 01700. E. Coordinate with the Owner on disposition of salvage items not scheduled for reuse, demolished materials, and equipment. Deliver salvaged materials,not reused,as directed,by or to the Owner. F. Prior to performing any demolition, coordinate with EMS contractor for EMS controls/equipment required to be 02023-3 #3757 Arlington,WA 08/12/14 reused or salvaged. PART 3 EXECUTION 3.1 EXAMINATION A. Examine surfaces and adjacent areas of Work under this Section. Do not proceed with Work until unsatisfactory conditions have been corrected. B. Starting Work constitutes acceptance of existing conditions. 3.2 PREPARATION A. Ensure safe passage of persons around area of demolition. B. Erect temporary covered passageways as specified in Section 01500. C. Protect existing finish work to remain in place. D. Protect floors with suitable coverage. E. Construct temporary insulated solid dustproof partitions where noise or extensive dirt or dust operations are performed. Equip partitions with dustproof doors and security locks if required as specified in Section 01500. F. Provide temporary weather protection between demolition and removal of existing construction on exterior surfaces and installation of new construction to ensure no water leakage or damage occurs to structure or interior areas of existing building as specified in Section 01500. G. Cease operations and notify Wal-Mart Construction Manager immediately if safety of structure appears to be endangered. H. Take precautions to support structure until determination is made for continuing operations. I. Cover and protect furniture, equipment, and fixtures to remain from soiling or damage when demolition work is performed in rooms or areas from which such items have not been removed. 3.3 DEMOLITION A. Demolition work within existing building shall be scheduled with the Wal-Mart Construction Manager for approved times of day. 1. Submit written request for approval to the Wal-Mart Construction Manager 14 calendar days in advance of the date Contractor demolition work is required to begin in the existing building. B. The Owner will remove or, under separate contract, have materials and equipment which the Owner requires removed, prior to commencement of Work under this Section. Coordinate scheduling of removal of Owner materials and equipment with Wal-Mart Construction Manager and Store Manager. C. Demolition: 1. Perform demolition work in systematic manner. 2. Demolish concrete and masonry in small sections. 3. Cut concrete and masonry at junctures with construction to remain,using masonry saws or hand tools, and make cuts straight and square with building. 4. Do not use powder-driven impact tools. 5. Locate demolition equipment throughout structure and promptly remove debris to avoid imposing excessive loads on supporting walls,floor,or framing. 02023-4 #3757 Arlington,WA 08/12/14 6. Perform cutting of existing concrete and masonry construction with saws and core drills. Do not use jack- hammers or explosives. 7. Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work. 8. Where selective demolition terminates at a "surface" or construction "to remain," completely remove all traces of material selectively demolished, including mortar beds. Provide smooth, even substrate transition as specified in Section 0 173 1. 9. Demolition shall be carried out in a safe manner and in strict accordance with OSHA regulations. 10. The Contractor shall field verify the extent of demolition. The Work includes, but is not limited to, the demolition and removal of walls, doors, fixtures, plumbing, mechanical and electrical items including conduits and ductwork as shown on Drawing or as required for the installation of the new Work for a complete job. 11. When utilities are removed, cap and seal a minimum of 8" below finish floor or a minimum of 6" above finish ceiling. 12. When removing existing structural items, provide adequate shoring, bracing and support systems to keep the existing structure intact and in a safe condition.Refer to Section 02251. D. Demolition of Interior Slabs on Grade: 1. Use removal methods that will not crack,undermine or structurally disturb adjacent slabs or partitions. 2. At interior concrete slabs on grade to receive floor coverings as final finish,minimum width of trench shall be as required to allow for compacting machine to properly compact the base. Manual compaction methods are not acceptable. 3. At interior concrete slabs on grade to receive exposed concrete finish (sealed or unsealed), demolish existing interior slab on grade as shown on the Drawings. No trenching shall be allowed in areas to receive exposed concrete finish. 4. Prior to proposed cutting, install 36" wide rosin paper outside of area to be removed in order to reduce scarring of slab which is to remain. E. Environmental Controls: 1. Use water sprinkling, temporary enclosures, and other suitable methods to limit dust and dirt rising and scattering in air to lowest practical level. 2. Comply with governing regulations pertaining to environmental protection. 3. Do not use water when it may create hazardous or objectionable conditions, such as ice, flooding, or pollution. F. Below Grade Demolition: 1. Demolish and remove below grade wood or metal construction. 2. Break up below grade concrete slabs. G. Filling Below-Grade Voids: 1. Fill below grade areas and voids resulting from demolition work. 2. Use fill consisting of earth,gravel,or sand,free of trash and debris, stones over 6 inches diameter,roots,or other organic matter. H. If unanticipated mechanical, electrical, or structural elements conflicting with intended function or design are encountered, submit written report of nature and extent of conflict to Architect and Wal-Mart Construction Manager. Rearrange demolition schedule to continue job progress without delay. 3.4 DISPOSAL OF DEMOLISHED MATERIALS A. Dispose of non-hazardous demolished materials as specified in Section 01742. B. Comply with the requirements of Section 01743 for hazardous construction and demolition waste management and disposal. 02023-5 #3757 Arlington,WA 08/12/14 C. Vinyl composition floor tile(VCT)removed for disposal shall be recycled as specified in section 02223. D. Acoustical ceiling tile(ACT)removed for disposal shall be recycled in accordance with Section 02224. E. PVC plank flooring removed for disposal shall be recycled in accordance with Section 02225. F. Deposit waste materials, rubbish,and debris in waste containers. G. Do not allow waste materials,rubbish,and debris to accumulate and become an unsightly or hazardous condition. H. If hazardous materials are encountered during demolition operations,comply with applicable regulations,laws,and ordinances concerning removal, handling, and protection against exposure or environmental pollution. Notify Wal-Mart Construction Manager,in writing,of hazardous materials encountered. 3.5 POLLUTION CONTROLS A. Use temporary enclosures and other suitable methods to limit the amount of dust and dirt rising and scattering in the air to the lowest practical level. B. Comply with governing authorities pertaining to environmental protection. C. Clean adjacent portion of the structure and improvement of dust, dirt and debris caused by demolition operations, as directed by the Wal-Mart Construction Manager and governing authorities. Return adjacent areas to conditions existing prior to the start of the work. D. Burning of trash,debris,or removed materials not permitted on site. 3.6 SCHEDULE OF SELECTIVE DEMOLITION A. Remove and dispose of existing building items and adjacent sitework items as required for Work and as indicated on Drawings. B. Sitework Adjacent to Building: 1. Fencing,gates and concrete post footings. 2. Asphalt concrete paving. 3. Metal handrails and railings. C. Interior or Exterior Slab on Grade: 1. Locate portion of existing concrete slab to be removed. 2. Wet saw concrete slabs along straight lines to full depth of slab where concrete is to be removed. The method of removal shall maintain the undamaged slab edge within the sawed line. Jack hammers may not be used at any time to remove/cut concrete from the existing interior slab. 3. Break concrete slab to be removed into portions easily removed,maximum 30-inch dimension at any side. 4. Remove concrete pieces within area of slab demolition down to the existing subgrade. D. Exterior Masonry: 1. Locate portion of existing masonry wall to be removed. Units which are removed: "tooth" from existing construction. 2. Verify that temporary supports,enclosures,and bracing are in place and adequate for intended purpose. 3. Remove only that portion of the exterior wall which is required for the indicated new construction. E. Below Grade Construction: 1. Remove below grade construction including foundation work, column footings, and abandon mechanical, plumbing,and electrical work as indicated. 02023-6 #3757 Arlington,WA 08/12/14 F. Interior Walls and Partitions: 1. Remove interior walls and partitions as indicated. 2. Remove all top and bottom framing tracks and overhead braces of partitions being removed. G. Doors and Frames: 1. Remove hollow metal doors and frames. 2. Remove aluminum storefront doors and frames. 3. Remove aluminum automatic doors and frames,unless otherwise noted on Drawings. H. Interior Finishes: 1. Remove carpet and carpet adhesives. 2. Remove floor coverings as indicated. 3. Remove acoustical ceiling tile systems as indicated. I. Mechanical System: 1. Remove mechanical equipment and related ductwork as indicated. 2. Provide temporary weathertight protection of openings in roof and exterior walls. 3. Remove accessories to the mechanical system including,but not limited to,hanger straps. J. Plumbing: 1. Remove plumbing fixtures and accessories including exposed supply,waste,and vent piping as indicated. 2. Identify concealed piping within and below slab construction, and cap a minimum of 3 inches below finish floor unless otherwise noted. K. Electrical Service: 1. Remove abandoned electrical fixtures,conduit,boxes,and wiring as indicated. 2. Remove electrical circuits including conduit as indicated. L. Lighting: 1. Remove existing light fixtures as indicated or as required for new construction. END OF SECTION 02023-7 #3757 Arlington,WA 08/12/14 UniSpec 11 042613 SECTION 05090—POST-INSTALLED CONCRETE AND MASONRY ANCHORS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: Post-installed mechanical and adhesive type anchors for structural members and equipment support. 1.2 REFERENCES A. The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by the basic designation only. B. ASTM International(ASTM): 1. ASTM C 881 -Epoxy-Resin-Based Bonding Systems for Concrete 1.3 QUALITY ASSURANCE A. Reports showing evidence of published performance data for each anchor used shall be available for review by the Structural Engineer of Record upon request. Evidence may be in the form of current ICC-ER report or a report by an independent testing laboratory. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Provide products from one of the following manufacturers: 1. Hilti,Inc. (800)879-8000 2. ITW Red Head(800)899-7890 3. Simpson Strong Tie Co.Inc. (800)999-5099 4. Powers Fasteners,Inc(800)524-3244 2.2 MATERIALS A. Substitutions: Substitutions of products from manufacturers not listed are not permitted. B. Alternate Products: Alternate products from the manufacturers listed may be used upon approval based upon suitability for the installation involved as determined by the Structural Engineer of Record. C. Provide proprietary anchor products as specified below unless otherwise shown on the drawings or specified in other sections. Anchors may be any one of the products listed for the type specified unless otherwise shown or specified. D. Manufacturer's Instructions: Provide complete installation instructions with items furnished to the field. 2.3 MECHANICAL ANCHORS A. Interior Use Anchors:Zinc plated carbon steel anchors. B. Exterior Use Anchors: Stainless steel with stainless steel nuts and washers of matching alloy group and minimum proof stress equal to or greater than the specified minimum full-size tensile strength of the externally threaded fastener. 05090-1 #3757 Arlington,WA 08/12/14 C. Wedge Expansion Anchors: Torque-controlled, with impact section to prevent thread damage complete with required nuts and washers.Type and size as indicated on Drawings.Provide one of the following: 1. Hilti Kwik Bolt 3. 2. ITW Red Head Trubolt. 3. Powers Power-Stud. 4. Simpson Wedge All. D. Sleeve Anchors: Torque controlled, exhibiting follow-up expansion under load, with provision for rotation prevention during installation.Provide one of the following: 1. Hilti HLC Sleeve Anchor. 2. ITW Red Head Dynabolt Sleeve Anchor. 3. Powers Power-Bolt Sleeve Anchor. 4. Simpson Sleeve-All Sleeve Anchor. E. Screw Anchors: Single piece anchor installed in a pre-drilled hole using a bit matching manufacuturer tolerances. Anchors shall have 360-degree contact with the base material and shall not require oversized or undersized holes for installation.Provide one of the following: 1. Hilti HUS-H or KWIK-CON II Screw Anchor. 2. ITW Red Head Tapcon or Large Diameter Tapcon(LDT) Screw Anchor. 3. Powers Wedge-Bolt or Tapper Screw Anchor. 4. Simpson Titen HD or Titen HD Mini Screw Anchor. 2.4 ADHESIVE ANCHORS A. Adhesive Anchor Bolts: Stud-type anchors consisting of threaded steel rod, nut, and washer or deformed reinforcing bar, and anchor adhesive. Use type and size as indicated on Drawings. Use stainless steel or zinc coated carbon steel for exterior exposure. B. Epoxy Adhesive: ASTM C881 Type 1, II, IV and V, Grade 3, Class B and C. Adhesive shall be a cartridge type, two-component, solid epoxy based system dispensed and mixed through a static mixing nozzle supplied by the manufacturer. Acceptable installation and performance temperature ranges shall be verified with manufacturer's literature prior to installation.Provide one of the following: 1. Hilti HIT HY 150 or HIT RE 500 Epoxy Adhesive. 2. ITW Red Head Epcon C6 Epoxy or Epcon G5 High Strength Epoxy Adhesive. 3. Simpson Epoxy-Tie (ET) Adhesive, High Strength Epoxy-Tie (SET) Adhesive or Structural Epoxy-Tie (SET-XP)Adhesive. C. Acrylic Adhesive: ASTM C881 Type I and IV, Grade 3, Class A, B, and C. Adhesive shall be a cartridge type, two-component, acrylic based system dispensed and mixed through a static mixing nozzle supplied by the manufacturer.Provide one of the following: a. Hilti HIT HY-ICE or HIT HY-200 Acrylic Adhesive b. ITW Red Head Epcon A7 Acrylic Adhesive. C. Powers AC100 Plus Acrylic Adhesive. d. Simpson Acrylic-Tie(AT)Adhesive. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine conditions and adjacent areas where products and materials will be installed and verify that conditions conform to product manufacturer's requirements. Verify that structural components are ready to receive Work.Do not proceed until unsatisfactory conditions have been corrected. B. Beginning of installation indicates acceptance of existing conditions. 3.2 INSTALLATION 05090-2 #3757 Arlington,WA 08/12/14 A. Post-installed anchors installed for missing or misplaced cast-in-place anchors shall be approved by the Structural Engineer of Record. B. Where manufacturer recommends use of special tools for installation of anchors, such tools shall be used, unless otherwise permitted specifically by the Structural Engineer of Record. C. Where holes are drilled in concrete or masonry, holes shall be accurately and squarely drilled, and the holes shall be cleaned in accordance with the manufacturer's recommendations. D. Post-installed Anchor Installation(General): 1. Install post-installed anchors where shown on the drawings. 2. Perform anchor installation in accordance with manufacturer instructions. Install anchors at not less than the minimum embedment,edge distance,and spacing recommended by the manufacturer. 3. Drill holes with rotary impact hammer drills using carbide-tipped bits. Drill bits shall be of diameters as specified by the anchor manufacturer. Unless otherwise shown on the Drawings, all holes shall be drilled perpendicular to the concrete surface. a. Cored Holes: Where anchors are to be installed in cored holes,use core bits with matched tolerances as specified by the manufacturer. b. Embedded Items: Identify position of reinforcing steel and other embedded items prior to drilling holes for anchors. Avoid damage to existing reinforcing or embedded items during coring or drilling. Avoid damaging electrical and telecommunications conduit and gas lines. Notify the Engineer if reinforcing steel or other embedded items are encountered during drilling. C. Base Material Strength: Unless otherwise specified, do not drill holes in concrete or masonry until concrete,mortar,or grout has achieved full design strength. 4. Use anchors of the same anchor manufacturer for anchors of the same type. E. Mechanical Anchor Installation: Protect threads from damage during anchor installation. Sleeve anchors shall be installed with sleeve fully engaged in part to be fastened. Set anchors to manufacturer's recommended torque, using a torque wrench. F. Adhesive Anchor Installation: 1. When the base material temperature drops below 40-degrees F, use only acrylic adhesive. See manufacturer's instructions for additional minimum temperature requirements. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install under environmental conditions outside manufacturer's absolute limits. 2. Hollow Substrates: Anchorage into hollow substrates is not allowed unless specifically indicated on the contract documents. Where applicable,the adhesive manufacturer's screen tubes shall be used for adhesive installation into hollow substrate applications. 3. Oversized Holes: Refer to manufacturer's information if drilled hole size is larger than what is recommended. 4. Core Drilled Holes:Refer to manufacturer's information if holes are drilled with a core-drill bit. 5. Clean holes per manufacturer instructions to remove loose material and drilling dust prior to installation of adhesive. Inject adhesive into holes proceeding from the bottom of the hole and progressing toward the surface in such a manner as to avoid introduction of air pockets in the adhesive. Follow manufacturer recommendations to ensure proper mixing of adhesive components. Sufficient adhesive shall be injected in the hole to ensure that the annular gap is filled to the surface. Remove excess adhesive from the surface. Shim anchors with suitable device to center the anchor in the hole. Do not disturb or load anchors before manufacturer specified cure time has elapsed. 3.3 REPAIR OF DEFECTIVE WORK A. Remove and replace misplaced, defective, or malfunctioning anchors. Anchors that fail a sheer or pullout test, if directed or installation torque requirements shall be regarded as malfunctioning. Fill empty anchor holes and patch failed anchor locations with high-strength non-shrink,nonmetallic grout. 3.4 QUALITY ASSURANCE TESTING AND INSPECTION 05090-3 #3757 Arlington,WA 08/12/14 A. Unless otherwise specified, quality control tests and inspection specified below will be conducted by the Owner's Construction Testing Laboratory (CTL) at no cost to the Contractor in accordance with Section 01458. The Contractor shall perform additional testing or inspection as considered necessary by the Contractor for assurance of quality control. 1. Work shall be performed by a Special Inspector—Technical 11 or Special Inspector—Structural 1. B. Mechanical and Adhesive Anchors: 1. Periodically verify the following: a. General compliance with manufacturer's published instructions. b. Product name and description. C. Adhesive expiration date for adhesive anchors. d. Compliance of drill bit with manufacturer's specifications. e. Adhesive application technique for adhesive anchors. 2. Continuously inspect and verify the following: a. Hole diameter,depth,location,and edge distance. b. Cleanliness of hole and anchor. C. Anchor diameter,length,and steel grade. d. Anchor embedment and spacing. e. Required tightening torque for mechanical anchors. C. Additional Testing: Perform pullout or shear tests to determine adequacy of suspected malfunctioning anchors when directed to do so by the Wal-Mart Construction Manager upon recommendation by the CTL. END OF SECTION 05090-4 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 032913 SECTION 07900-JOINT SEALERS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Joint sealants for interior and exterior joints in vertical surfaces and horizontal nontraffic surfaces, except as otherwise specified. 2. Joint sealants and fillers in interior concrete floor slab-on-grade joints. 3. Joint sealant and fillers in exterior concrete sidewalks and pavement adjacent to building. 1.2 REFERENCES A. The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by the basic designation only. B. ASTM International(ASTM): 1. ASTM C920-Specification for Elastomeric Joint Sealants. 2. ASTM C 1330-Cylindrical Sealant Backing for Use with Cold Liquid Applied Sealants. 3. ASTM D 1056-Flexible Cellular Materials-Sponge or Expanded Rubber. 4. ASTM E84-Test Method for Surface Burning Characteristics of Building Materials 1.3 SUBMITTALS A. Installer Qualification Certification:Provide certification letters for the installers of the following: 1. Polyurea Joint Filler. B. Letter shall be from the product manufacturer stating that the installer is qualified and certified by the manufactur- er to install the material to be used,citing the specific project and location. C. Provide minimum of 15 projects,with locations,performed within the last 3 years, similar in type and size to this proj ect. D. Product Data: Brand name, chemical composition, installation directions and certificates of compliance with re- quired standards for the following products: 1. Elastomeric joint materials(sealant and back-up material). 2. Preformed expansion(isolation)joint filler(PMEJ) 3. Polyurea joint filler. 4. Submit 30 days prior to first concrete placement. 1.4 QUALITY ASSURANCE A. Interior sealants in food preparation areas shall meet the compositional requirements for use in USDA regulated facilities,as required by FDA according to 21 CFR 177.2600,and local authorities having jurisdiction. 1.5 ENVIRONMENTAL REQUIREMENTS A. Do not install solvent curing sealants in enclosed building spaces. B. Maintain temperature and humidity recommended by sealant manufacturer during and after installation. PART 2-PRODUCTS 07900-1 #3757 Arlington,WA 08/12/14 2.1 ELASTOMERIC SEALANTS(BUILDING) A. General: Comply with ASTM C 920 and other requirements indicated for each liquid-applied chemically curing sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint substrates. B. Sealants identified as(Non-USDA)shall not be used in food preparation areas. C. Manufacturers: 1. BASF Building Systems(Formerly Sonneborn Building Products). (952)496-6000,Craig Agney. 2. Convenience Products,(800)325-6180. 3. CSS Polymers,Inc. (770)645-0101. 4. Dow Corning Corporation.www.dowcoming.co 5. Euclid Chemical Co.,(877)438-3826. 6. Franklin International,(800)877-4583. 7. GE Silicones & GE Sealants and Adhesives (Momentive Performance Materials). (877) 943-7325 www.gesilicones.com 8. Metzger/McGuire,(800)223-6680. 9. Pecora Corporation.(215)796-1401,Keith Waters. www.pecora.com 10. Tremco Sealant/Weatherproofing Division. (800)841-3778.Jack Sykes.www.tremcosealants.com 11. VersaFlex Inc.(913)321-1416 12. W.R.Meadows,Inc.,(847)214-2100. D. Polyurethane Sealants(USDA Certified,unless otherwise noted): 1. Polyurethane Sealant#1 (P1): ASTM C920,Type S,Grade NS,Class 25,single component. a. Vulkem 116,Dymonic,or Dymonic FC by Tremco. b. Dynatrol I-XL,by Pecora. C. Sonolastic NP-1,by BASF. 2. Polyurethane Sealant#2(P2): ASTM C920,Type S,Grade P,Class 25, single component. a. Vulkem 45(Non-USDA),by Tremco. b. Urexpan NR-201,by Pecora. C. Sonolastic SL-1,by Sonnebom. 3. Polyurethane Sealant#3 (P3): ASTM C920,Type M,Grade NS,Class 50,multi-component. a. Dymeric 240FC,by Tremco. b. Sonolastic NP-2 by BASF. C. Dynatrol II(Non-USDA)by Pecora. 2.2 ACCESSORIES A. Primer: Non-staining type,recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non-corrosive and non-staining type,recommended by sealant manufacturer; compatible with joint forming materials. PART 3 -EXECUTION 3.1 EXAMINATION A. Verify that surfaces and joint openings are ready to receive work and field measurements are as indicated on Drawings. B. Beginning of installation means installer accepts existing substrates. 3.2 PREPARATION A. Clean and prime joints in accordance with manufacturer's instructions. 07900-2 #3757 Arlington,WA 08/12/14 B. Remove loose materials and foreign matter which might impair adhesion of sealant. C. Verify that joint backing and release tapes are compatible with sealant. D. Protect elements surrounding work of this Section from damage or disfiguration. 3.3 INSTALLATION A. Install sealant in accordance with manufacturer's instructions. B. Measure joint dimensions and size materials to achieve required width/depth ratios. C. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant move- ment capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch,twist,puncture,or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. D. Install bond breaker where joint backing is not used. E. Apply sealant within recommended temperature ranges. Consult manufacturer when sealant cannot be applied within recommended temperature ranges. F. Install sealant free of air pockets,foreign embedded matter,ridges, and sags. G. Tool joints concave. 3.4 SCHEDULE A. Provide sealants in accordance with the following schedule. Joint sealing required by the drawings or required for a complete and proper installation but not listed in the following schedule shall be sealed as necessary regardless of whether shown or scheduled. Such joints not shown or scheduled shall be sealed with sealants consistent with specified materials or as recommended by the manufacturer for the specific application. 07900-3 #3757 Arlington,WA 08/12/14 EXTERIOR JOINTS MATERIAL TO MATERIAL JOINT SEALANT TYPE WIDTH SITE Concrete Sidewalk Control Joint Concrete Sidewalk 1/4" Sidewalks adjacent to building: See Materi- als Par. Otherwise: See Division 2. Concrete Sidewalk Expansion Joint Concrete or CMU 1/2" See above Concrete Paving Control Joint Concrete Paving 1/4" Pavement adjacent to building: See Materi- als Par. Otherwise: See Division 2. Concrete Paving Expansion Joint Concrete 1/2" See above Concrete Stair Expansion Joint Concrete or CMU 1/2" P1 or P3 Concrete Curb Expansion Joint Concrete or CMU 1/2" See Division 2 BUILDING CMU Wall Control Joint,3/8" CMU Wall 3/8" P1 or P3 WALL CMU Wall Expansion Joint, 1" CMU Wall 1" P1 or P3 EIFS Wall CMU or Cast Concrete 1/2" P1 or P3 shapes EIFS Cornice/Trim CMU or EIFS 1/2" P1 or P3 WALL Metal Flashing Metal Flashing S 1 FLASHING Metal Flashing CMU,EIFS,Aluminum 1/4" P1 or P3 Storefront Frame SOFFITS Gypsum Soffit Control Joint Gypsum Soffit 3/8" P1 or P3 Gypsum Soffit Perimeter Expansion EIFS or CMU 3/8" P1 or P3 Joint Metal Soffit Panel Trim EIFS or CMU P1 or P3 WALL PENE- Aluminum Storefront Frame CMU,EIFS,Aluminum 1/4" P1 or P3 TRATIONS Storefront Frame Aluminum Storefont Sill Cast Concrete Shapes or 1/4" P1 or P3 Concrete Slab Aluminum Storefront Door Threshold Concrete Slab P1 or P3 Translucent Insulated Panels Translucent Insulated 1/4" S1 Panels,EIFS,Metal Flash- in Hollow Metal Door Frame CMU Wall,Tube Steel 1/4" P1 or P3 Frame Hollow Metal Door Threshold Concrete Slab P1 or P3 Steel Corner Angle Frame CMU Wall 1/4" P1 or P3 Steel Pipe and/or Conduit Through CMU,EIFS,Concrete 1/2" P1 or P3 Ganged Steel Conduit Through CMU,EIFS,Concrete 1/2" P3 PVC and/or Copper Pipe Through CMU,EIFS,Concrete 1/2" P1 or P3 07900-4 #3757 Arlington,WA 08/12/14 EXTERIOR JOINTS MATERIAL TO MATERIAL JOINT SEALANT TYPE WIDTH ROOF Roofing Membrane Roofing Membrane See Roofing Section MEMBRANE Roofing Membrane Waterproof Wall Membrane See Roofing Section AREA Roofing Membrane Metal Facia See Roofing Section Roofing Membrane Molded Pipe Flashing See Roofing Section Waterproof Membrane Metal Facia,Plates,Bolts P1 or P3 Waterproof Membrane Steel Conduit 1/2" P1 or P3 Metal Cap Flashing Joint Metal Cap Flashing 1/8" Sl Metal Cap Flashing Expansion Joint Metal Cap Flashing V Sl Metal Cap Flashing Gasketed Fasteners Sl Skylight Flashing Joints Skylight Flashing Sl Vent Flashing Joints Vent Flashing S 1 Smoke Vent Flashing Joints Smoke Vent Flashing S1 RTU Flashing Joints RTU Flashing Sl Waterproof Membrane Termination CMU Wall 1/4" Sl Bar Steel Gutter Steel Gutter or Downspout Sl Steel Downspout Steel Downspout S 1 Urethane Rubber Seal System Steel Pipe/Flue Varies See Section 07530 ROOF Roof Panel Flue Penetration Flashing P1 or P3 METAL/ Roof Panel Gutter P1 or P3 FIBERGLASS Roof Panel End Closure P1 or P3 PANELS INTERIOR JOINTS MATERIAL TO MATERIAL JOINT SEALANT TYPE WIDTH FLOOR Concrete Floor Concrete Floor Contraction and Construction Joint 1/4" See Materials Par. Expansion Joint 3/4" Same Isolation Joint See Same Dwgs Concrete Curb In Grocery Concrete Floor Same Ceramic Tile Expansion Joints Ceramic Tile Ref Mfr. PI or P3 Quarry Tile Expansion Joints Quarry Tile Ref Mfr. PI or P3 Floor Joints Beneath Floor Finish See Section 09650 Materials(VCT or PVC Flooring) Transition Strip(Korlyte) Concrete Slab PY1 Mop Sink Floor PI or P3 Sanitary Cove Base(SCB) Floor See Section 09655 Wood Base Concrete Floor P1 or P3 07900-5 #3757 Arlington,WA 08/12/14 INTERIOR JOINTS MATERIAL TO MATERIAL JOINT SEALANT TYPE WIDTH Structural Steel Column VCT/PVC P1 WALLS CMU Wall Control Joint,3/8" CMU Wall 3/8" P1 CMU Wall Expansion Joint, 1" CMU Wall 1" P1 Rated Gypsum Board Wall Control Rated Gypsum Board Wall Joint Rated Gypsum Board Wall Metal Roof Deck or Rated See Section 07840- CMU Wall Firestopping Gypsum Board CMU Walls 3/8" P1 (Use edge trim, ref. Section 09250) Ceramic Tile Wood or Galvanized Steel PI or P3 Base Trim Ceramic Tile Stainless Steel S 1 or S2 Ceramic Tile Ceramic Tile PI or P3 Fiber Reinforced Wall Panel(FRP) Galvanized Steel Base Trim See Section 06610 Fiber Reinforced Wall Panel(FRP) Ceramic Tile See Section 06610 Stainless Steel Corner Guards Ceramic Tile S 1 or S2 Stainless Steel Corner Guards Wall S1 or S2 Plastic Base Grocery Equipment Wall P1 or P3 Plastic Base Ceramic Tile or Gypsum P1 or P3 Board Wall Plastic Base Concrete or Quarry Tile P1 or P3 Floor Sanitary Cove Base(SCB) Wall See Section 09655 Wood Base Plywood Wainscot P1 Joints shown on the drawings to be EF1 sealed with Expanding Foam Sealant WALL Aluminum Storefront Frame Alum Storefront Frame, 1/4" P1 PENETRA- CMU,or Gypsum Board TIONS Aluminum Storefront Sill Gypsum Board Wall or Cast 1/4" P1 Concrete Shapes Hollow Metal Door Frame CMU or Gypsum Board 1/4" P1 Steel Corner Angle Frame CMU Wall 1/4" P1 Steel Pipe or Conduit Through CMU Wall 1/2" P1 Steel Pipe or Conduit Through Gypsum Board 1/4" P1 PVC or Copper Pipe Through CMU or Gypsum Board 1/2" P1 Steel,PVC,or Copper Pipe Through Rated CMU or Gypsum See Section 07840 Board Wall Steel Conduit Through Rated CMU or Gypsum See Section 07840 Board Wall TOILET Sink Ceramic Tile Wall S2 07900-6 #3757 Arlington,WA 08/12/14 INTERIOR JOINTS MATERIAL TO MATERIAL JOINT SEALANT TYPE WIDTH FIXTURES Floor Mount Toilet Ceramic Tile Floor S2 Wall Mount Toilet or Urinal Ceramic Tile Wall S2 GROCERY Pre-manufactured Freezer Concrete Curb PI or P3 EQUIP Pre-manufactured Freezer Plastic Transition Strip PI or P3 Pre-manufactured Freezer Concrete Floor PI or P3 Refrigerated Case Trim Refrigerated Case S 1 or S2 Refrigerated Case Trim Concrete Floor S 1 or S2 Stainless Steel Equipment Fiberglass Reinforced Plas- S 1 or S2 tic(FRP)Wall Panels Stainless Steel Equipment Ceramic Tile S 1 or S2 EWC Electric Water Coolers Ceramic Tile P1 or P3 COUNTER Plastic Laminate Counter Tops Gypsum Board or Plastic S2 Laminate Walls END OF SECTION 07900-7 #3757 Arlington,WA 08/12/14 UniSpec II-Store Planning 112213 SECTION 09650-RESILIENT FLOORING PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Contractor furnished PVC plank flooring and adhesive for installation by Contractor. 2. Contractor furnished resilient flooring accessories. 3. Preparation of Contraction/Construction Joints under floor finishes. 4. Contractor installation of resilient flooring and accessories. B. Related Requirements: 1. 2. Section 02023—Selective Site Demolition: Requirements for dust control during preparation of existing slabs to receive resilient flooring. 1.2 REFERENCES A. The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by these basic designations only. B. ASTM International(ASTM): 1. ASTM E 648 - Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source. 2. ASTM E 662-Test Method for Specific Optical Density of Smoke Generated by Solid Materials. 3. ASTM F 710—Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring. 4. ASTM F 1700-Solid Vinyl Floor Tile. 5. ASTM F 1066-Vinyl Composition Floor Tile. 6. ASTM F 1869 — Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride. 7. ASTM F 2170— Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes. 1.3 QUALITY ASSURANCE A. Regulatory Requirements: 1. Critical Radiant Flux in Accordance with ASTM E 648: More than 0.45 Watts per square centimeter. 2. Specific Optical Smoke Density in Accordance with ASTM E 662: Less than 450. B. Resilient Flooring Installer Qualifications: 1. Resilient Flooring Installation Contractor shall have at least five years' experience in installation of resilient flooring similar to that required for this Project. 2. Each installer shall be trained or certified by manufacturer of adhesive, if specified, for installation techniques required. 1.4 DELIVERY, STORAGE,AND HANDLING A. Owner Furnished Product Delivery: Wal-Mart will deliver products to jobsite for Contractor to receive on delivery date established by Wal-Mart. B. Wal-Mart Floor Finish Plan: Issued to Contractor by Wal-Mart prior to possession date. 09650-1 #3757 Arlington,WA 08/12/14 C. Product Packaging: Resilient flooring and accessories will be packaged in manufacturer's standard cartons. D. Acceptance at Site: Receive Wal-Mart furnished products as specified in Section 01640. 1. Verify quantity of products furnished with Bill of Material provided with Wal-Mart furnished products. 2. Check material for consistency of run item and shade numbers. 3. Report discrepancies in product quantity delivered or damage to products delivered to Wal-Mart Construction Manager within 24 hours. 4. Upon notification by Contractor,Wal-Mart will arrange for delivery of replacement products. 5. Note description of product quantity discrepancies and/or product damage on Bill of Lading. E. Storage: 1. Store materials in a secure area to prevent loss due to theft or damage. 2. Store flooring on original pallets with no multiple stacking of pallets. 3. Store resilient flooring and adhesives indoors and protect from excessive cold,heat,temperature fluctuations, humidity,and moisture penetration. 4. Do not allow adhesive to freeze. 5. Storage Conditions: a. Store flooring materials in environment between 65 and 85 degrees for three days prior to installation to achieve temperature stability. 1) Coordinate location of storage with Wal-Mart Construction Manager. b. Maintain adhesives at a minimum temperature of 65 degrees F for 48 hours prior to installation. F. Transport, handle, store, and protect products in compliance with the requirements of Section 01600 and manufacturer's recommendations. 1.5 SCHEDULING A. Schedule resilient flooring installation to prevent damage to resilient flooring and to prevent movement of construction materials over area of resilient flooring. B. Work shall begin no earlier than 15 minutes before approved "start time" and shall finish within one hour after approved completion time. Approved time is determined by the Wal-Mart Construction Manager. C. All work shall be done in association with approved interruption of the Store's normal operations. PART 2 -PRODUCTS 2.1 OWNER FURNISHED PRODUCTS A. Under provisions of Section 01640,Wal-Mart will furnish the following for installation by the Contractor: 1. Resilient flooring. 2. Adhesive. B. Owner's Supplier: 1. Schwarz Supply Source,Morton Grove,IL;Contact Nancy Quach(847)967-4085. a. PVC Plank Flooring. 2.2 PRODUCTS A. PVC Plank Flooring: 1. PVC-1 (Woodgrain): Woodgrain Plank Flooring by Matworks. Virgin PVC composition, 7" x 48" x 1/8" strips. a. PVC Adhesive: Tarkett 210 MR Resilient Flooring Adhesive,by Tarkett. B. Substitutions: Comply with the requirements of Section 01600. 09650-2 #3757 Arlington,WA 08/12/14 2.3 CONTRACTOR FURNISHED ACCESSORIES A. Subfloor Filler(Cementitious Based Underlayment): Provide one of the following: 1. Ardex SD-F Feather Finish,by Ardex Engineered Cements;Contact:Ben Mack(724)203-5035. 2. Levelayer 1,by Dayton Superior. 3. No.547 UniPro Universal Underlayment by W.W.Henry. Contact: Dave Fabyonic(724)203-5035. B. Contraction/Construction Joint Filler: 1. Epolith P or G, two-part, 100% solids, flexible epoxy joint filler, by BASF Building Systems, (800) 433- 9517 C. Primers: Types as suitable for specific material and substrates encountered. Primer VOC shall be not greater than 50 g/L. 2.4 EQUIPMENT A. Dust extraction system and pre-separator for cleaning slab after surface preparation. 1. Heavy-duty industrial HEPA filtration vacuum system, suitable for extracting and containing large quantities of fine concrete dust (minimum 350CFM air flow) in conjunction with manufacturer recommended pre- separator. 2. Provide one of the following: a. 86D,by HTC(877)482-8700 www.htc-america.com. b. T8600,by Ermator LLC(855)736-2869 www.ennatorusa.com. C. Bull 1250,by SASE Company,Inc.(800)522-2606 www.sasecompany.com. PART 3 EXECUTION 3.1 EXAMINATION A. Examine surfaces and adjacent areas where products will be installed and verify that surfaces conform to the following requirements for substrate conditions. Do not proceed until unsatisfactory conditions have been corrected. 1. Verify concrete floors are free of excessive moisture,hydrostatic pressure,alkalinity,scale,and dusting. 2. Verify concrete floors are plane to tolerances specified in Division 3 specifications. 3. Verify concrete floors are free from oil, grease, dust, construction debris, loose or scaly paints or coatings, incompatible curing or sealing compounds, and other substances that may impair adhesion of adhesive and finish materials. 4. Verify that storage conditions specified in Part 1 have been met. B. On remodel installations evaluate existing materials for suitability as a substrate. C. Beginning of installation indicates acceptance of substrate conditions. 3.2 PREPARATION—GENERAL A. The Contractor must have the Final Floor Finish Plan and the schedule of moving the gondolas and verify with Wal-Mart Construction Manager, Store Manager, and Store Planning Field Project Manager. Contact Store Manager 48 hours prior to any work affecting their area. B. Cover and protect merchandise and racking to prevent damage or contamination of stored products. Provide dust drapes as required to protect merchandise from dust or debris. C. Comply with the requirements of Section 02023. 09650-3 #3757 Arlington,WA 08/12/14 D. Remove existing floor tiles as required. All demolished tile shall be disposed of as specified in Sections 01742 and 01743. 3.3 PREPARATION—CONCRETE SUBSTRATE A. Unless otherwise specified herein,prepare substrate according to ASTM F 710. B. Remove paint, oils, waxes, sealers and curing compounds not compatible with adhesive to be used. Do not use organic solvents or liquid adhesive removers. C. Prepare substrate according to resilient flooring manufacturer's written recommendations and as outlined below to ensure adhesion of resilient products. D. Prior to installation of new solid vinyl plank flooring in areas where existing tile has been removed, remove any existing adhesive residue so that 100%of the overall area of the original substrate is exposed. E. Prepare concrete substrate according to flooring manufacturer's written recommendations and as outlined below to ensure adhesion of resilient products. 1. Remove ridges,bumps,protrusions,and other irregularities. 2. Properly prepare expansion joints and fill contraction/construction joints with joint filler or subfloor filler specified in Part 2 of this section as required. Do not seal joints in areas to receive resilient flooring using polyurea or epoxy joint filler specified for concrete slabs in other Sections. 3. Fill cracks, holes, and depressions with cementitious based underlayment and finish smooth as necessary to achieve a level,flat,hard surface. 4. Prohibit traffic until filler is cured. Thereafter,unnecessary traffic in work areas shall be kept to a minimum. 5. Vacuum slab. a. Use HEPA filtration vacuum system during slab preparation. 3.4 PREINSTALLATION TESTING BY CONTRACTOR A. Bond Test: Conduct bond test of specified floor covering and specified adhesive in accordance with manufacturer's published instructions. 3.5 INSTALLATION A. Begin resilient flooring installation only when slab moisture and pH conditions are satisfactory for placement as determined from results of pre-installation testing. B. Install resilient flooring in accordance with manufacturer's published instructions at locations indicated on Wal- Mart Floor Finish Plan. C. Open number of floor material cartons to provide quantity required to cover each area; mix pieces within single shade lot to ensure shade variations do not occur within any one area. When working with more than one lot,plan lot placement and location to minimize possible shade differences. D. Apply adhesive in accordance with manufacturer's directions. Follow adhesives open time by spreading only enough adhesive to permit installation of floor materials before initial set. Do not spread adhesive for overnight dry. E. PVC Plank Flooring Installation: 1. Install PVC flooring in accordance with manufacturer's published instructions. Lay flooring from side-to- side,not front-to-back,of store. 2. Install PVC plank strips with random end joint offset over entire area. Cut planks in random sizes for starter pieces and alternate the size of the starter piece to avoid a repeating joint pattern. The shortest starter piece shall be not less than 12"and the shortest end run piece shall be not less than 6". 09650-4 #3757 Arlington,WA 08/12/14 3. Overall PVC flooring layout shall produce a complete random appearance of joint spacing with end joints staggered a minimum of 6"apart. 4. Install PVC border as shown on the drawings. F. VCT Flooring Installation: 1. Lay flooring from center marks established parallel to building walls. 2. Allow minimum 1/2 full size tile width at room or area perimeter. 3. Adjust tile layout as required to avoid use of units less than 1/2 tile. 4. Install tile to square grid pattern with all joints aligned. a. Install smooth surface tile in alternating grain, basket weave pattern unless indicated otherwise on Drawings. b. Install textured surface tile with all tiles in same grain direction. Grain direction shall be oriented side- to-side,parallel with front wall of building 5. Install threshold transitions at locations indicated on Final Floor Finish Plan.] G. Wipe down bleed through of adhesive,if specified,during installation. H. Rolling (Adhered Flooring): Set flooring into place, thoroughly cross roll with a 100-150 pound three-sectional roller before adhesive set time expires to attain full adhesion. I. Terminate flooring at centerline of door openings where adjacent floor finish is dissimilar. Where flooring continues through door opening,continue established pattern with no interruption. J. Install transition strips at unprotected or exposed edges where flooring terminates. 1. Set metal transition strips butted to adjacent flooring. Anchor into concrete slab with specified fasteners. Drill concrete with Matched Tolerance Drill Bit for Dense Concrete by Hilti. K. Scribe flooring to walls,columns,cabinets,floor outlets,and other appurtenances to produce tight joints. L. Continue flooring under movable type partitions without interrupting floor pattern. 3.6 FIELD QUALITY CONTROL A. Inspect resilient flooring installation,pattern,layout,and attachment to substrate. B. Correct deficiencies in Work which inspection indicates are not in compliance with Contract Documents. 3.7 CLEANING A. Remove excess adhesive from floor,base,and wall surfaces without damage. B. Broom clean resilient flooring after application. 3.8 FLOOR TREATMENT A. Floor treatment for areas of VCT and PVC shown or noted on the drawings as existing to remain(ETR),including any piece-replaced VCT and PVC therein,shall be by others. B. Cleaning: 1. 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