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Home My WebLink About123 E Burke Ave_BLD700_2026 • 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 O Commercial Addition O Tenant Improvement Project Address: 146 East Haller Avenue Project Valuation: 400000 Project Description: Demising of an existing grocery store for the use of grocery sales Owner: Shopping Center Properties of Arlington, LLC Address: PO Box 271 City: Burlington State: WA ZIP: 98233 Contact Person: Brian Peters Phone: 503-889-0604 Cell Phone: 503-809-9362 E-mail: brian@frameworkarchitecture.com Address: 107 SE Washington St City: Portland State: Orego ZIP: 97214 n Contractor Information Contractor Same as O Yes 0 No Applicant: Contractor: JTBD Phone: TBD Address: JTBD City: TBD State: TBD ZIP: TBD License Number: TBD Expiration: TBD Project Name/Tenant: Grocery Outlet Inc Site Address: 146 E Haller Ave Bldg/Suite/Unit IBC Construction VB IBC Occupancy Type: B Type: Description of Use: Grocery Retail Building Square 17,934 Number of Stories: 1 Footage: Square Footage Per 17,934 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: There is existing fire sprinkler system in the space already. 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. 0 Please Attach Plans and Supporting Documents (PDF Only) COMPLETE SET.pdf; STRUCTURAL CALCS.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. GROCERY OUTLET ARLINGTON TENANT IMPROVEMENT 146 East Haller Avenue Arlington, Washington 98223 STRUCTURAL CALCULATIONS VLMK Project Number:20150175 Framework Architecture 107 Southeast Washington Street,Suite 250 Portland, Oregon 97214 w�1 of �S�I�,Al4Y r �r ,1 3 16 Is ERti�1w SjONA 6.3.15 EXP 1.31.17 Prepared By. Tony Jenkins,PE VVLMK June 3rd,2015 r-Mr_iniccoisir_ . nceI.--hi Structural Calculations:Grocery Outlet Tenant Improvement-Arlington,WA DC-1 Project. Grocery Outlet Arlington Project Number. 20150175 Project Address. 146 East Haller Avenue Document. Structural Calculations for Arlington, Washington 98223 Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-3 Structural Calculations C-1 thru C-21 Roof Framing Design R-1 thru R-5 DESCRIPTION OF PROJECT The 'Grocery Outlet-Arlington Tenant Improvement' project consists of the following items: • Storefront/Fagade Alterations • Addition of (5) New Roof-top Mounted HVAC (Condenser, (4) RTUs) • Anchorage of New Compressor Rack at Existing Mezzanine • New Built-up Cold-Formed Steel (CFS) Header at Dairy Cooler • Miscellaneous Wall Opening Additions and Infills • Miscellaneous Minor Tenant Interior Items ***LIMITATIONS* VLMK Engineering + Design was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. G.\�cad201W0150175\02 Calculations\20150175 Design Criteria.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com Structural Calculations:Grocery Outlet Tenant Improvement-Arlington,WA DC-2 CODES 2012 International Building Code as Amended by the State of Washington DESIGN LOADS Live Loads Roof Snow Load Flat Roof Snow Load, Pf 25 psf Snow Exposure Factor, Ce 0.9 Snow Load Importance Factor, IS 1 .0 Thermal Factor, C, 1 .0 Snow Drift As Required Floor Loads Mezzanine 100 psf Dead Loads Roof (Varies) Roofing (existing) 4.0 psf Insulation 1 .5 psf Wood Decking 3.0 psf Girders 2.2 psf Suspended Ceiling 1 .8 psf Mechanical and Electrical 1 .0 psf Miscellaneous 1 .5 psf Total Roof Load 15.0 psf Mezzanine Sheathing (1 1/8" plywood) 3.4 psf Wearing Surface (5/8" plywood) 1 .8 psf Framing 5.0 psf Mechanical and Electrical 1 .0 psf Suspended Ceiling 1 .8 psf Miscellaneous 2.0 psf Total Mezzanine Load 15.0 psf Additional Loads Roof Mounted Mechanical Units As Noted Wall Weights 8" Concrete Tilt Panel 100 psf G.\Icad2O15VO15O175\O2 Calculations\20150175 Design Criteria.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com Structural Calculations:Grocery Outlet Tenant Improvement-Arlington,WA DC-3 Wind Ultimate Design Wind Speed, V,ir 110 mph Nominal Design Wind Speed, Vasd 85 mph Risk Category II Wind Exposure B Internal Pressure Coefficient GCP, _ +/ 0.18 Seismic Location Latitude 48.200861 Longitude -122.125760 Seismic Importance Factor, le 1 .0 Risk Category II Mapped Spectral Response Accelerations SS = 0.50 Si = 0.50 Site Class D Spectral Response Coefficients Sd5 = 0.50 Shc = 0.50 Seismic Design Category D Component Anchorage Factors aP RP IP S2a HVAC Equipment 2.5 6.0 1 .0 2.5 Compressor and Condenser Units 1 .0 2.5 1 .0 2.5 G.\�cad201W0150175\02 Calculations\20150175 Design Criteria.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com ��::'!: C1rs+gl Ryes Simmwy Re wl WRIMig Design Maps Summary Report C-1 User-Specified Input Report Title Grocery Outlet Arlington Tue June 2,2015 14:51:23 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.200861N, 122.125761W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III J Arlington O ti R T ,r 0 Ails _ R I C A 'fs a7e?•� i � RfOQQINit �b1S Ma�Qwst SerrN��15'1�� Tt, �- - - USGS-Provided Output Ss = 1.051 g SN,s = 1.134 g Sos = 0.756 g S, = 0.408 g SN11 = 0.650 g Sol = 0.433 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. MCE,j Response Spectrum Design Response Spectrum a.M 1.20 0.W 1.08 0.72 o.x 0.0 o.0 O.W. 'a 0.n a 0.49 0.90 N 0.40 0.u 0.22 0.X 0.24 0.24 0.16 0.12 0.00 0.00 0.00 0.00 0.20 Q d0 0 60 0 20 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 040 ago 0.80 1.00 1.20 1.40 1.60 1.80 200 Periodd T(=1 Pwiesd T(EN4 Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the rllaJ�elp3ee�rlhgealcewr.cage.garA��igrnapah�sJsemnerY�hp?fcrngale�mirrm:y8J�2,1uir�8200B996ivx Lde• 1221257'Bt�silecless•36riek[aleg0ry0... 112 I VVLMK -•PriaA101. C.�Q) c+ �r 1��r:E,: 1�L��D17S ►:;v- T"X-S-' Mae �u��r� � show ri: GNyIreEER7NF+OF51Gk W •� 1't�.11. '\�,.�._ •� T�{�' ■ 4r'fY� � �� Q4.�' �.•S 4r7 M T1 E INA.-cc-"Waa ir,} ;ILI5 (t, .�, -� o_ ,J > a�e.e-e+is �..Q, ++a•ee. i. C`. tv- > = S 43 . [� YS 3.._i€.F't.��.r-t d=J�.' �,`-t©' .... '�.�,r.3 '� .��G,e� p 1� �•��ft` � ��[4/�`i ��g�G�9&��'S��.��j�t�� E,� . 3933 5W Kelly Avenue Portland,OR 97239 tel:503,M,4453 fax: 50,9,248,9263 +Ifw'w,vlfrIk,(oFTI VVLMKl Project: GO Arlington Job#: 20150175 BY: TMJ Date: June '15 sheet#: C-3 ENGINEERING+DESIGN v4.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Wind Loads On Parapets - Components & Cladding Based on the 2012 International Building Code and ASCE 7-10, Chapter 30, Part 6: Section 30.9 1->EDGE OR (1)WALL (•)WAIL {•)WALL PRESSURECORNER 20NE PREgg� PRESSURE ROOF PRESSURE h ( hp r 1 LOAD CASE A LOAD CASE 8 DESIGN INPUT h, = 25.0 ft Height of Parapet (Above ground, <_ 160 ft.) Vult = 110 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & Cl B Exposure Category [Section 26.7.3] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 26.9-1] a = 7.0 3-second Gust-Speed Power Law Coefficient [Table 26.9-1] K, = 0.701 Velocity Pressure Exposure Coefficient [Table 30.3-1] KZt = 1.00 Topographic Factor [Figure 26.8-1] Kd = 0.85 Wind Directionality Factor [Table 26.6-1] Enclosed Enclosure Classification Based on the Porosity of the Parapet Envelope + GCpi = 0.18 (+) Internal Pressure Coefficient [Table 26.11-1] - GCpi = -0.18 (-) Internal Pressure Coefficient [Table 26.11-1] Load Case A: + GCp = 1.00 (+) Wall External Pressure Coefficient [Figure 30.4-1] - GCp = -2.80 (-) Roof External Pressure Coefficient [Figure 30.4-2 thru 30.4-6] Load Case B: + GCp = 1.00 (+) Wall External Pressure Coefficient [Figure 30.4-1] - GCi = -1.40 (-) Wall External Pressure Coefficient [Figure 30.4-1] ANALYSIS qp = 0.00256KZKZrKdV2 [Equation 29.3-1] qp = 18.4 psf Velocity Pressure Evaluated at the Top of the Parapet p = gp(GCP - GCP;) [Equation 30.9-1] Load Case A Load Case B Pwindward = 21.8 psf pwindward = 21.8 psf Pressure on Windward Surface Pleeward = -55.0 psf Pleeward = -29.1 psf Pressure on Leeward Surface Ptotal = 76.7 psf Ptotal = 50.9 psf Design Wind Pressure ��\VEERING Design Wind Pressure, pa,t = 76.7 psf Load Case A Controls (Ult., 1.OW) °� ,``ST 191% 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com 'Nf VLMK llff-r, -77 Vz- i Vi�tv �} �'-A 7 (�)O, �A 7 0 ��:}J lil/r E'1 AIR,fII E' F}CI 7 fi Elli I'),, .,?2r�1 tp li t t0 1 >i ctf'i Im" I'som VVLMKl Project: GO Arlington Job#: 20150175 By: TMJ Date: ,June '15 sheet#: C-5 ENGINEERING+DESIGN v4.00- Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Snow Drift Design - Flat Roofs Based on the 2012 International Building Code Section 1608 and ASCE 7-10 Chapter 7 �,. suW►+Aaa+E N.oAo -suRcrNARGE Logo / DUE TO DRIFTING DUE To URN�tNG BALANCED 59K MM-,, BALANCED SNOW 1 r�. IOJD t L c�' LOAD � I W vo, Drift Type 'L' - drifts on lower roofs Drift Type 'P' - drifts on projections (e.g. stepped roofs and canopies) (e.g. parapets and mechanical units) pg= 15 psf ground snow load [Figure 7-1 &Table 7-1] Ce= 0.90 exposure factor [Table 7-2] Ct= 1.00 thermal factor [Table 7-3] Is= 1.00 importance factor [Table 7-4] pf= 9.45 psf snow load on flat roofs (roof slope :5 5°) [Eqn. 7.3-1] Pmin= 15 psf minimum snow roof load [Section 7.3.4] Pf(design)= 25 psf design snow roof load y = 17.3 pcf density of drifted snow, not to exceed 30 pcf [Eqn. 7.7-1] hb= 1.45 ft height of balanced snow load, pf/y I = (input below) length of roof upwind of the drift (leeward drift) I,= (input below) length of lower roof (windward drift) hr= (input below) total height of roof projection hd= (calculated below) height of snow drift Pmax= (calculated below) max drift load + roof snow load, y(hd+hb) drift lu li hr hd he Pmax W Pd Location type (ft) (ft) (ft) (ft) (ft) (psf) (ft) (psf) At West Mezz Wall L 23.0 224.0 8.0 3.3 6.6 81.1 13.0 56.1 South Mezz Wall L 17.0 100.0 6.0 2.2 4.6 63.3 8.9 38.3 South Parapet P 117.0 0.0 10.5 2.4 9.1 66.4 9.6 41.4 ERIpC N � x ,FSi 191�, 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com a ra e.l`1FFPLIM1:i'..,.. CLSIvry .— Y" .•�,1;1.JL-.± 'r.',il f �.i��7 LJ� /� 11V '( `+�I� .... '�' ? ..- V L INI K tt ...._ I I S ,; �4'', II'r f UffiUl�. k1N, 7,�',j9/ td 50 .222,44) i {4} ;t ,; fii', Project Title: Grocery Outlet Arlington Engineer: TMJ Project ID: 20150175 Project Descr: HVAC Framing ........................... ............... hil V. VIA."! F1.0 OW I WAMLI= Description: Header at Storefront AlteratJon . ....... ................ ----------- W 4 Calculations per NDS 2012,113C 2012, CBC 2013,ASC E 7-10 Load Combination Set.ASCE 7-10 Material Properties -------------------- Analysis Method: Allowable Stress Design Fb-Tension 2,400.0 psi E:Modulus of 61asticity Load Combination ASCE 7-10 Fb-Compr 1,850,0 psi Ebend-xx 1,800,0ksi Fc-Pril 1,650,0 psi Eminbend-xx 930.0ksi Wood Species :DF/DF Fc-Perp 650,0 psi Ebend-yy 1,600,Oksi Wood Grade :24F-V4 Fv 265,0 psi Eminbend-yy 830,0ksi Unbraced Ft 1,100,0 psi Density 32.210 pof Beam Bracing : Completely ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ D(2.1 S(5) 3.125%165 Spap=14.60ft ..................................................................................................................................................................................................................... ................................................................................................................................................................................................................................... ..................................Service loads entered. Load Factors will be applied for calculations. ...................................... --------------------- --------- Point Load: D=2.10, 8 6,0 k • .(a)6.0 ft 14.5:.... . .. . A U NW=4 qN,"% .. , R aR k ...............................................................................................................................................................................................................................M. .. A 'Maximum Bending Stress Ratio 0.8171 Maximum Shear Stress Ratio 0.397 : 1 Section used for this span Section used for this span 3.125:x16.5 3.125x16.5 fb!Actual 2,106.30ps! fv:Actual 121.08 psi FB:Allowable 2,577-29psi Fv:Allowable 304,75 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 5,980ft Location of maximum on span 0.000ft Span#where maximum occurs Span#I Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.262 in Ratio 690 Max Upward Transient Deflection 0.000 in Ratio 04360 Max Downward Total Deflection 0.358 in Ratio= 486 Max Upward Total Deflection 0.000 in Ratio= 0 <360 ........................................................... ..................................................................................................................................................... ............. ............... Load Combination Span Max.'-'Deft Location in Span Load Combination Max.'Y'Del Location in Span -D+S+H 1 0.3578 6,880 0.0000 0,000 V Support notation Far left(s 91 VaIuss in KIPS 4XIMM ...... - - - --------------- Load Combination Support 1 Support 2 Overall MAXimum 2,931 2.669...................... Overall MINimum 1.231 0.869 D Only 1.231 0,869 8 Only 2.931 2.069 1 n VVLMK rNC � .......__bTw.YC � �J[a��" I.�`P;,�...(�C,��FC"f�...-t�' �l'�Ff'�G�,,, `• �f l✓''�1.� {^.........,1.�;....,.. i ...�..�.L..._�� t.<<a — �`� l`f• ,�� \_ � —� 1 fir Z.{{:,K,.g r -Z r-7 C � zy _ram-. 3933 SVI� .Ked? 'y Al.f,Lt+ �'^ f f li�, { '7231,1 ieL li'.)3 !+i?,!!? v*f V L M K ................. ...... "7- f-r o FT- 1, Ql\-- -s�rt, k, V T 4 i-Imn Project Tifle: Grocery Outlet Arlington Engineer: TMJ Project ID: 20150175 Project Deser: HVAC Framing Nnted:3 AN 2CI 5.31 P"Im .. .......... ..........H. ig-. Description: (N)Joists at RTU ........ ..... ,.x.......... 15 ---MAN T .01 ----------------- ............ ..................... —---- Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2400 psi E,,Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 1850 Psi Ebend-xx 1800ksi Fc-Pril 1650 psi Eminbend-xx 930ks! Wood Species :DF/DF Fc-Perp 650 psi Ebend-yy 1600ksl Wood Grade :24F-V4 Fy 265 psi Eminbend-yy 830ksi Beam Bracing : Completely Unbraced Ft 1100 psi Density 32,21 p-cf ................................................................................................................................................................ ......................................................................................................................................................................................................................................................................................................... D(O.09)SlO.09) 3.125x9 Span=20.0 It ..... ................. ................................................................................................................................................................ ..........•................................................................................................................................................................................... Service loads entered.Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D=0.090, S=0,090 kflt,Extent=15.0—>>20.0 ft, Tributary Width 1.0 ft,(RTU Uniform Load: D=0.010, S=0.0250 ksf, Tributary Width=2.0 ft,(Roof .............................................................................................................................................................................. Bending Stress Ratio = 0.60a 1 Maximum Shear Stress Ratio = 0,228 : 1 Section used for this Span 3.11126x9 Section used for this span 3.I26x9 fb:Actual tv Actual 1,341.27ps! 69,60 psi FB:Allowable 2,649.99psi Fv:Allowable 304,75 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 11.606ft Location of maximum on span 19.270ft Span#where maximum occurs = Span#1 Spann#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.667 in Ratio= 359 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 1.017 in Ratio W235 Max Upward Total Deflection 0.000 in Ratio= 0<180 ...................................................................................................................................................................................................................................................................... ............................................................ .......... Load Combination Span Max. Dell Location in Span Load Combination Max.'W'Dell Location in Span +D+S+H 1 1,0172 10,365 0,0000 0.000 ............V.,x'E, ........................... Wf=� Support notation:Far left is#1 Values in KIPS I"I .. .... .81-1.1.1 .................. &MO.R. -�z U. Load Combination Support I Support Overall MAXimurn 0.556 0.894 Overall MlNimum 0.256 0.594 D Only 0.256 0.594 S Only 0.556 0.894 Project Title: Grocery Outlet Arlington Engineer: TMJ Protect ID: 20150175 Project Descr: HVAC Framing PhAsti:3 JL k*4104 -.01"Hill_14i qg ............. W 0,1 1 A Description (N)Joists at Condenser . . . .........:::S:.. . f........ . 'n.. .... �ry -R ........... ......................................... Calculations per NDS 2012, 18C 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2400,0 psi E Modulus otElestico Load Combination ASCE 7-10 Flb-Compr 1:850.0 psi Ebend-xx 1,800-Oksi Fc:-PrIll 1,650.0 psi Eminbend-xx 930.0 ksi Wood Species :DF/DF Fc-Perp 650.0 psi Ebend-yy 13600-Oks! Wood Grade :24F-V4 Fv 265.0 psi Eminbend-yy 830.Oksi Beam Bracing : Completely Unbraced Ft 1,100.0 psi Density 32.210 pcf ........................................................................................................................................................................... ........... ................................------------------------------ ...................................................................................................................................................................... .............. D0.031 SPIV-) 1)(0,G83)S(0,071 ski IN 5.125x10.5 Span=22.0ft .......................................... ........... ............................................................................................................................. .............................................................................................................................. ...................................................................................... ........................................Service loads entered.Load Factors will be applied for calculations. so EMIR], ------ Load for Span Number I Uniform Load: D=0.0830, S=0.070 k/ft,Extent=0.0—>>17,50 ft, Tributary Width 1.0 ft,(Condenser DL Uniform Load: D=0,0150, S=0.0250 ksf, Tributary Width=2.0 ft,(Roof ................. ............... ire) . ......................................................................................................................................................................................................................... ....... .. Maximum Bending Stress Ratio W 0.6241 Maximum Shear Stress Ratio 0.211 ' 1 Section used for this span 5.125x10.5 Section used for this span 5.125x10.5 ib:Actual 1,698.92 psi fv:Actual 64.26 psi FB:Allowable = 2,721,12psi Fv:Allowable 304.75 psi Load Combination +D+" Load Combination +D-+S-P.H Location of maximum on span = 10.679ft Location of maximum on span 0.000ft Span#where maximum occurs Span#I Span#where maximum occurs Span#I Maximum Deflection Max Downward Transient Deflection 0.674 in Ratio 391 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 1.299 in Ratio= 203 Max Upward Total Deflection 0,000 in Ratio= 0<180 ...................... ................................................................................ 0'HE Ez�h MEMO ffivalffim: .K ............ Load Combination Span Max,.'-"Del Location in Span Load Combination Max.'Y DOI Location in Span +D+S+H 1 1.2993 10.920 0. 666...............................6,000 Support notation:Far left is#1 Values in KIPS .:...-.y........... Load Combination Support 1 Support 2 Overall MAXimum 1.286 1.037 —-——------- Overall MINImum 1.205 0.908 0 Only Qw 0.908 S Onl 1.288 1.D37 1 I i��W.w �, Zu&'S�- �Z�a S"fr/`� '�" ��'r•�2.,-, v 1�"t Pam.. .__...1_____.L...�J_. ..1.�.,.�.J `_ C �•''��-,L�'"�� '��..f""�1'+w.. �� '1t..1�' �„„�''.X�`�'^'� �.�.h`.: �"' �/r� sc �,� {�'�1^1„ �r^1,F"�,..�;5 {�� ` } 7 ' ' \ ,ter �.,� '-•/, 7 39 33 _N Krd y Alxnaw ? , Project Title: Grocery Outlet Arlington Engineer: T J Project ID: 201150175 Project Descr: l-IVAC Framing .....::..:.:....... 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Y•; Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2,400,0 psi E:Modulus ofElastiofty Load Combination ASCE 7-10 FD-Compr 1,850.0 psi Ebend-xx 1,800,Oksi Fc-Pdl 1,650.0psi Eminbend-xx 930,Oksi Woad Species :DFfDF Fc-Perp 650.0 psi Ebend-yy 1,600.Oksi Wood Grade :24F-V4 Fv 265.0 psi Eminbend-yy 830.Oksi Ft 1,100<0 psi density 32.210 pcf Beam Bracing : Seam is Fully Braced against lateral-torsion buckling ..................-..-...-.-.............-.......-.-..........-........-------.-.--- .------'.............................-.....-_.-..__-..-.......-",-"",,-......""I'...........-....._................... s a-a7 I 3 I i f7 0.35(i S 0.594 ...ate_ �."` _ -�8-i g �L'`1- Y ��g�• : :� ys 'zy, 3°.. fi " `<�'..'�' •d"-.•_i3.f[!- ji •t:; �#::��y-t%�.M''c>t �! .'(!>�• ,{�.4:��''4_. ,,•��;1 :f ir4��!M {<I �,C TS' (y2�.y.;;. . � <•y;s?T��%3�f: - � ,.. can. r".-• 4 a �Y:�'- Tirrx:SY4:'�I�S�Gs '•' :. -. !T!>:5.._.. "��:ce?" > -xi �£�>x�;-� 's;• ..: +:w :Wa,;l„lliY.• EF'). ..I..:. >a" u. :RyY<Flvij:�3;iF<.A•.. ::x .i :I'w`_P�'`: y...!E 5.125x3o Spars=32.50 ft ............................--._....-..........................................................................................-....-........................................................................................................_..................................................................................................................................................................-..........-...-.--..........-............................................................................. . ::a?..}"x.;Pe?:"....:'::'.:::•;�1':7':J.'✓.li%e:si;;ix:`Sled)e[.e.-�i:.e:�:'e'�:aid"e'i;•.::�Yn1f:eu�:E:::e::::�1.:::::::::::::::(•is.s£..::�'�y�4E�`Te:. :51':?e"re:!e?seye•''i:•'is1 :v: r':.'[�: ✓iiE. i:�:I^Y'vx£xEECEe:; - '.:€ tYt1�t� s'fi:>:-:::.., y..?:.., y:::.::;::-.:...:::::..;...: .: .r;,,x 5e r�rrcWyy loads entered.Load Factors will 6e applied for calculations. Uniform Load: D=0.3560, S=0.5940, Tributary Width=1.01' — Point Load: D=2.80 k(0 7.50 ft,(Condenser; Uniform Load: S=0.070, Tributary Width=1.0 fl,[East Snow Drift' e'::ii"<':.':.:..:n:v:;e;r.:a:y::::::.:[:.�,.:.:.;-.:.::Fu:,�:.:[a5i,"v;::ai:e::a':'ae�:%�e:::.'!.:•E::::sn,?:'s:>i'E��.<:';in.'x.:e:':;Y:::a:::.:::::::.:u:;Li::�a: :,,s:..�.:°.:f�y� �l;r■��a,[;E7►rI..,::.�.•:,.::::;;;r::s::..:::+:.E::,:,>E;:�,t;;:�;;i;f;:`::�;q:^t;r:ras :;e . a7�.1SlittV�1�elY✓<'iF.Si[.:T' ,::.,::':....::.:..:Y:;:,:.:.::.....::: E:f3,;;.a:a.:. ll- . 11 1}i.::;..::.h::.x...:...:.....:a-...::.:x:^y:::v:::::w:::....J:•:-...;de:2:3:_aiF.xSiL?i�i"::eld'erx:ke-E:.d �... .......:le.....:.::.... ....... ....... .........................................................................................._.�_—.._.... ..... Maximum Bending Stress Ratio 0.941: 1 Maximum Shear Stress Ratio - 0.518 : 1 i Section used for this span 5"12500 Section used for this span 5.125x30 i fb:Actual w 2,269,28 psi fv:Actual _ 157,93 psi i 8:Allowable _ 2,410<73 psi Fv:Allowable _ 304.75 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span - 15.657ft Location of maximum on span - 0.000ft Span#where maximum occurs Span#1 Span#where maximum occurs - Span#1 Maximum Deflection Max Downward Transient Reftection 0.808 in Ratio µ 482 Max Upward Transient Reflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 1.345 in Ratio= 2$9 Max Upward Total Deflection 0.000 in Ratio µ 0<180 I :.........................-_.-.-_---------------••.......................................................-..-....................--------.--....---------...............................................................................-----...-.-.-.........-.....-----.................................................................-........ _._._....----- ---------------- : y raj .�.�c:.Y,..,«...xwn...,.�£..,?_or..:..:s.,?..n..__._..x.. �•��aS.i ....x:x;;_si_?'�,:.:::µ;::;.:::�:':n;.�.:::::N... Load Combination Span Max."-"Dell Laca€ion in Span Lead Combination Max."+"Defl Location in Span +D+S+H 1 1.3489 16,131 _.� . 6.0000 - 0.000 ±��...:tpt1.S`�:::... ..............................................:.�.?,. Support Values in KIPS Load Combination Support 1 Support 2 ...t3varal[MAXl�num 16769..................'14.790�---- Overall M#Nimum 7.939 6.431 D Only 7.939 6.431 S Only €0.790 10.790 Project Title: Grocery Outlet Arlington Engineer: TMJ Project ID: 20150175 Project Descc HVAC Framing Pd-IeA:3dt:N2016.114* ..:.e:.::............r..::a M•y y.1•.S•:...:...XYlY.r.¢:ew,:ew:gvn...... •,'F.•w.Y':•y:::RY.•......1.'x•.......... 3 ....... ......9. .a .... ."i'l.".::.......:,...:..r..r...r...r..:.r.....�.:w:..:::::.:..r..:...::.:..::.::.,r.:.eF.::e...... ...S:x"'^._X.'w,...;C:v.w..�.,w,.,•,..www,«x'.v — .rsa_:. :.... ....: ...:. : .... ... ,x..... ,we _— ..... ..,.xY...... ..er r. hh,V..aA..............r..._..a.........a .. .a...a... a.. a.r..a...r::e ..x.. y.. a,..... •xo- .. .... ....e. .. .. ...X.......e.....<... ..... ....a......an.aY......a..a..-..En•r.w.:•.•...:.r..•a.....;:n•.,...am:r.a:i:......x.:r..:a:ai:.:.-.ra.Y:e.....ye.. .:.x..a.x........en:ae".e'..... ..1....nu °.i;° n...€.:.....x..:.x.. ..... ...>..>i....x......... ........................%......e.^e,...a....:......a......_....... .............n,..x...x.:a.::•yy:x.x.a}::�, a.... i'::. ri. ..,Ea..............x.......x...:.....:..:.....r...........!................ a..:....o.:......r..:.x..:::....r:.:..:.xr...::....r:......::x.:....t...F:x:::a.,;<.x:::::::......x......:....:..... .... r...........,..r.:....:...................r.,...: ........ ..........x.:.............:•::....:...:.::.::.r.:::..:..:::.,:::F..I�B:�,,. :'>aA�ED.d:2><1�.�a.:1�7�..�..��l��l��v:��!S:::i �� _:.z�.;'�.:.. r.a......_x... r.:,,::<:�:.::•:x ...;;c... .. r.%...,.s...,..x..............i..x:..........._.. ..r. .. j....... .......x. ..rr. ... .�...»a........x...:.x....x,..>L.....<....... .:.................. <::.T::a.::.::::::d.x .... ... ... ... ....:.............. ...:......... ...... ..>.e.. ........ ............... .e.a...a a.. .x..:......a:x•:.....x....r.......:.�i:�:`:x..F r.r....... ... ..<.L. ... .....✓ ...r... .... .<.....>. ..... >. ...r.£.>EE, �� .... :::;•,<;.::::':..::::::::::::::.:.:::::::::::::a::::EE::.::::x:x;,.;Y.:a..:::.t+:;;s':`: .... ............�..f...T._..•,.>.•.,..t•r....<..................x...3 1:..�.,:.x.x.....r....c......:�r..x�. .<,. !z,x...�.�.ri......r...:>.>.::r.::....>,...yr..:..�vRc;:FJ:.xiii:ij:Sei:•^.:ii�. ......:>.. .. ....r. :r...! ... . . rn............. .. ........... _...... ...::....�..<,...... .. ...:.,........ ,...�.......<........x......x..rx!sa.'4:...z M..�x.x.....x.>............. ."'S ..., ....... ............................... �.q �{'xy:�•:x:y�'/��1 �y�y� �y €..: `IIOtl�y�....::�..�...,..�:.::.:::.r..•a,... ... .S >s S ><. .....t.>................r.....:..........:.........::::h:.::.,...,y.:.m..<..YrS'::.x....._;. ..... .. ::.. .�. ....K�..: ...I.li,..r�.ski.�.......Ps............L.....:...... Description: (E)GLi3 at East-end of Condenser ,�yy ��ra y1:w� IyYrw: ,;i;:;:,�::�:;;.;r :•rri=:i� �:;;:: :. Mi:' I�✓ ii: ::.. 'e�3 e�'ei't,'J'^i`I' :lE€E'�'E:Foe'Ei�;ysJ4,:•�..:y`i4 is?ie:✓:s:::, Calculations per NDS 2012,I13C 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method:.Allowable Stress Design Fb-Tension..^^^^^^2,400.0 psi E:Modulus of E►asficity --- Load Combination ASCE 7-10 Fb-Compr 1,850.0 psi Ebend-xx 1,800.Oksi Fc-Prll 1,650.0 psi Eminbend-xx 930.0 ksi Wood Species : DF/DF Fc-Perp 650,0 psi Ebend-yy 1,600.Oksi Wood Grade :24F-V4 Fv 265.0 psi Eminbend-yy 830.Oksi Ft 1,100.0 psi Density 32,210 pef Beam Bracing : Beam is Fully Braced against lateral-torsion truckling ....................................._._._._._...._...............__................................._............._............................................................................................................................_.....................__._.._.........------------...----..............................................................................................................._....................-.-------..................... ; I D10.5031 W.1251 s o.575 -�a�-�•�-c- �'1' �: - .rs'- -- `_�ig�r>1 Srn _ 2yixi}°�`�a:^t:Yi�Gt��;.w_ !.� i �k F.�S} ��:�• - XF...!>. y.'_:�'''N"W,�.ii�{s i' `YPse'!�'$�5�:.'e5se"s'y;; , :ti. �"---:` 'cL}1`-. `�. -•.� .€' xat ±T'iras.s.,D�p - miss.'..r<u't;<. ._.�.' 'd'iFY!i'y?. 14`fisr�2x'?� -? _ si'flS, '•�h'�:-i��i,S�FiSi�.�'�C'_is1h.' °'d J. tc4a�1`1�?1�;�:;st;. ;'Yrt._-'.'�"'F. .`b,- �SF•¢�i'��:�iiv€::�y'�."�•^•��.j;-. :��,n P„r. os.n'� ..yr�l;•'�1L ,...s>... x:. r a:�r�,-:�Ei��:ir::�i'-i ; r .. � e•.•.f'V3.�F-is":.€:id:<`.«.i x.'.:x- Ae...dI<;1:13��+'R.sXx:•a'Ix�,x S>\`es r:��ax-rs .t :�ie�:'>sO"','w>'S?:''.:�€x': �:i.'''x�.3:.)) 5.125x25.5 Span-20.50 R ............................................................................................---....---.................................................................................................................................................................................................................................................................................................................................................. :.:..:..x:..::.4. i^.'t E"€-i2€{''`:'.::ti?i:::✓;.:::e:::::::::'t:[[ri ::::::.a.:Si: :�•x: .E:•.gr.31€,:,,?3i a �;::::�:�-:•,:;::?.:�::�..-:::r.:..:<:=:;i;� i=: 5anslce loads entered,toad factors will be 3i forcalculations. �:::.:c?:;:� r...,...<:�.a.>�...,:�....:..r...:X:::r-:::::::,::::%:�.::::;::::::::'�:.. .>•.,:.:... applied o Uniform Load: D=0.5030. L=1.125,r SN=0.6750. :Tributary Width=1.0 f _.._.... __ w - -- Point Load: D-1,825 k(5)8.0d fl .'uY%•Y'1e':'?SS'ii;Y`e€Ft:Rst.J.g`., . W i3fl?i'i':,.€€:I.Lr€si•;ff•s"re9,:3sti36:!3-Ee%iEe'i'i:�iie'e F:S::[':'::.e:S 'i ! t ;Maximum Bending Stress Ratio - 6<900 1 Maximum Shear Stress Ratio 0.623 : 1 Section used for this span 5,125x25.5 Section used for this span 5.#25x25.5 fb:Actual _ 2,008.78ps1 fv:.Actual _ 165.16 psi FB:Allowable _ 2,231,11 psi Fv:Allowable _ 265.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 9.8011t Location of maximum on span - 0.000ft Span#where maximum occurs Span#1 Span#where maximum occurs - Span#1 i Maximum Detlection Max downward Transient Deflection 0.353 in Ratio S97 Max Upward Transient Deflection 0.000 In Ratio= €3 a240 Max downward Total Deflection 0.599 in Ratio= 410 Max Upward Total Deflection 0.000 in Ratio= 0 r180 :..............................................................................................................................................................................................................................-----....................................................................................................................................... --•------.............................................--.......................................... <s... ,'.. Y : i:€;^'_€:::':j ,.:;::]�x::••J%a:'isx::::r:<:Jx..�:?.':^?:?::)?::Mfl:::%s::^.e'e'.�.eL? UP. �'.ryy�� 'itl]C�ftlEYt7.�t:1;; 6�.: ...Fri .:eL' ::r __...L!�:.:..... i':' Load Combination Span Max.%*pefl Location in Span Load Combination Max."+'Dell Location in Span +0+0.750L+0.750W.5250E+H 1 4.5992 10.250 _ - — 0.0000 0.000 x.�.<.:. Support notation:Far i8t t$#i Values in KIPS _... .... -----------Load Combination Combination Support 1 Support 2 Overall MAXimum --- 5.269 5.894-_ •••_• Overall MINimum 5.894 5.868 D Only 8-269 5.858 S Only 5.894 5.894 Project Title: Grocery Outlet Arlington Engineer: TMJ Project 1D: 2015u475 Project Descr: HVAC Framing Pitkut 1 J"UN 2015,3:23i. . . .... .........r ..............r......... ..-.-...-.-..............................x..............-._.... -...-.................. ...... . r. --<.-a..........,.r, ...................... .............. ....x.. x.. .a..r......:x.xxl.!..x.w...v..d:x..x:......x.>+.."..x........................... <.�:...........,._... ....r;.. .. .. .. :s....... ............ ................... ........... .............r...a......a.......>e....................... .... ...... ...., sa"�...a.-...... . . ::::;:::�'iF.i£l�':':Cr�:v:-':j.4 :[ .. ...• .. hr<r<;. e,.....x ev.x.E.e,e.rR: :e1ee:Y:.%xr...............?a!i e:::.:::['[:a.x;, e:::. yY, ........JSe.P..-rpp ,�,j�y<:yd�rr„,,��f i£ /�,f.��::££!!�� :�,,ys�•• 1 � 3!� .. ::: • ................x......x...x..x...rxxx::.. . .. ..... .'"� ......^...;:.;.;x.y:r:..; k..Q.) �( <. ..._ .. ..........::::................::::.............> .....>.>.., .........<1..!...}......... <:,•t... .:,............. .:...... .x..... ., ... .. �. .... .. .::.: ....r.,r.r,.r...x.,x......x.....>x........................... .3.......>.t_..:-:.. :...........,:,.x..,.......... ... Y .. ............ .<. ....... .... ..... .........:r...I.x: ¢ y:�:::x.::xx:a;:.:x[::•C:x:..a?I.:�x.::•.r..:..e.E.i..�.:;.:...,.. ,. .. .r- : .: :::rh:-::rn:•.tx.,,d,:,x.x:v..M,>,<��i<.HE-ye%>1,x.:.:r..�.?:.•.:.............., ,✓..... L..........%.%:S��.Vn?�lr [�£��[[� �R' :-....... ��4�: :..:.�...�....�:�:::e:i:..::�r.�•;�Y• .......s...� .. �..;e.,T. .��. ��....£k7�.............Y -....4 .: .: .:.4: .....a:a:...:v....r:...:..........-iI<�•: .r ».....:.r..:r.. ......%:'�::::�-::::::I�::- -..._........>,s............................................£............x......£..................... ... S. ...................................,.......... .<-............X... �:{�'`i�Giy:�< .�'i•:'IHJ'��?1�'•:8ild'i�1''.:'I i'1'''��{'ii. •1 .. .. .. v ................>.......nlv.........•:......�........................x>...........R<x.....!.�<>......>.:.,v>....:.:f.:.ry�J<J'Yi.iuG�iil:5�ir.:�£i'�:i<S�:v.,,�:„^f1.. Vr.: ....T......._�.. ....�......t�...a�?I... [..��....,L•i:��< Description: (E)Joist Drift at Condenser .,V,:.�.N„,�......:...::.....:. Elastic'Modulus 29,000.0 ksi Span#1 Span Length = 222.0 ft Area= 10.0 1n"2 Moment of inertia W 100.0 lnA4 ...................._... Span=22-0 ft :............................................................................................................................................................................................ .................._.................................................................--.........................................................._...................................................._............................-----'---.......................................... . gar.:.:::.:.::�.. .................:::[:.:r.::;:-..... ................... s;E:r��;�;e:�:�g;:;:i:E;,;,:,;i�+;+;:.'i':?'r*:,.:•:i;"r>f?e�;:ii�:;.. Service cads entered. Load Factors will b I rcalculations •��"l`r�i�a ��::�=1�'l<€l�tll.[�;)°=< ;s�+:,..x,. £.r...�...........:<..s.. ."i'',. e applied ed#o . Load for Span Number 1 Varying Uniform Load: S(S,E)=0.0560->0.0 kl€t,Extent='0.0--»13.0 ft. Tdb Width=1.0 ft:(Snow Drift Ya�.:r: i£isSP;?:K:e,+:r•.'1:?:. ;:'rr;:^E'Sr:L%i: i:x�: :}:....a Jyy�/[r, rry,,,y;,�'yy gg ��y�■■yq�yR a.•:ix..:.+i..iF:•,s'<".��iissi`5 3i:L[::;ais%:;'•z"f• y : ... ... .. .......... ............: S:a:............._._......_. _ i Maxtrrlurrt ending= 0.921 k-ft Maximum Shear= 0,2923 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 7.260ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum oohs Span#1 Maximum Deflection Max Downward Transient Deflection 0.025 in 10578 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 0.025 in 10578 Max Upward Total Deflection 0.000 in 0 - _ .......-................................................................................................................................................------------'------..... :kh... ,•>r•;: :;-vr._..a::':z;;ai•,,,.€<.£a::�.;:,.,,>„:•r:,£:_;.k:�.x:.• s:;?s;�:•<,-<-�-s�,:: �.... .,..:m...x..:a...w�xx:uw`rwi:. .., s..e...::c�x;�........5•:.`.nee:,:;eF:.a.:i:;.::d•G�.,<;:rxi:r�:'.'.'s:[;::a:-ni...,,....... Load Combination Span Max.`-'Del Location in Span Load Combination Max.`+"Dell Location 0 Span S t3r}I 1 0.0250 10.010 ---- 0.0000 _ 0.000 r S4',Jr�.XY.•.xY,...;,^..'.;£°e'e'.,'e:£:�.!:c:e:::�i:S%e:s'�alte:.•r::i�::::;::Yr::%:::r.;::r,':�c:•. �':R'e°�'.•. '•:5''r'.i:fe:�?'a,?Y.>^.?''a'ur.:?e!)'ee'e ins<'::i'a sill: •i�" :x.)..a.x��,e,.e�t:s"Ek°'^!'.'?:'::>e'::!Y.[e�::: Support notation:l"ar[e#t'ss#1 Values----- in KIPS . . .. ........ Load Combination Support i Support 2 — .Overall MAximum - — 0:292 0,072 _.................................... Overall M1Nimum S Only D.232 G'M1„ 7 VVLMKl Project: GO Arlington Jab#: 20150175 BY: TM Date: June 15 sheet#: C-16 ENGINEERING+DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 TYPICAL SCREEN WALL � FV � TYPICAL MECHANICAL UNIT Fh O H H h DESIGN INPUT B = 250 ft Horizontal Dimension of Building Measured Normal to the Wind Direction h = 14 ft Mean Roof Height of Building (Eave Height if Roof Angle < 10) Height = 4.88 ft Height of Rooftop Structure or Equipment Width = 22.83 ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = 7.54 ft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 18.9 ft Height to Top of Structure or Equipment V„lt = 110 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & C] B Exposure Category [Section 26.7.3] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 26.9-1] a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 26.9-1] K, = 0.701 Velocity Pressure Exposure Coefficient [Table 29.3-1] KZt = 1.00 Topographic Factor [Figure 26.8-1] Kd = 0.90 Wind Directionality Factor [Table 26.6-1] ANALYSIS q, = 0.00256KZKZtKdV 1rz [Equation 29.3-1] qZ = 19.5 psf Velocity Pressure at Ultimate Level GCr = 1.9 Horizontal: Force Increase & Gust Factor [Section 29.5.1] GC, = 1.5 Vertical-Uplift: Force Increase & Gust Factor [Section 29.5.1] Af = 111.3109 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 172.2065 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) B*h = 3500 sf Building Area Normal to the Wind Direction Fh = q h(GCjA f [Equation 29.5-2] p,, = 37.1 psf Horizontal Design Wind Pressure (Ult., 1.OW) F = gh(GCjA, [Equation 29.5-3] t p„ = 29.3 psf Vertical (Uplift) Design Wind Pressure (Ult., 1.OW) 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com VV L M K Project: GO Arlington Job#: 20150175 i>y TMJ Date: June '15 sheet#: C-17 ENGINEERING+ DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design - Condenser Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: x SIDS = 0.756 g Design Spectral Response Acceleration 00 Q = 1.0 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] s a G A - 1.0 [ASCE7 13.5-1 or 13.6-1] ° +cR Y Ro = 2.5 [ASCE7 13.5-1 or 13.6-1] Ycg I° = 1.00 [ASCE7 13.1.3] 1 2 z = 23 ft Attachment height from base of structure h = 23 ft Average roof height of structure from base xcy Wind Parameters: PLAN VIEW PHORIZ. = 37.1 psf Design Wind Pressure (psf), 1.OW PUPLIFT = 29.3 psf Design Wind Pressure (psf), 1.0W G Mechanical Unit Parameters: Wo = 4,050 Ibs Total Weight Zcg� X = 274.0 in Base Dimension (max) Y = 90.5 in Base Dimension (min) SIDE VIEW Z = 58.5 in Height of Unit Zcurb = 3.5 in Height of Curb, where occurs Load Combinations: X, = 137.0 in Center of Gravity Seismic: Wind: Yca = 45.3 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.0W Z, = 42.0 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.752E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0.4a S W Fr = °S n Cl+2 z = 1470 Ibs <1.6SDSI pWp = 4899 Ibs OK RP Ir, h >0.3SoSII,WP = 919 Ibs OK Base Shear, QV„E = 1470 Ibs Seismic, 4E Wind: VEw = 4377 Ibs Wind, 1.0W Va.BASE = 4377 Ibs Wind = 2626 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% Anchor: dx dx^2 dy dy^2 ex = 6.85 in ev = 2.2625 in 1 137 18769 45.25 2047.6 Mx_x = 10067 in-Ibs Mv_v = 3325 in-Ibs 2 137 18769 45.25 2047.6 Y Direction X Direction 3 137 18769 45.25 2047.6 V1,3 = 202 Ibs V1,2 = 202 Ibs 4 137 18769 45.25 2047.6 V2,4 = 202 Ibs V34 = 202 Ibs 75076 8190.25 Wind: V1,2,3,4 = 547 Ibs Max Va.ANCHOR = 547 Ibs Wind = 328 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 66870 lb-in Seismic, QE Net Tension: Tx* _ -33 Ibs Mres,x = 415472 lb-in Seismic, QE Tv* = 550 Ibs *ER/Afo Mres,v = 137227 lb-in Seismic, QE Wind: Mot = 135680 Ib-in Wind, 1.OW Max T,,,ANCHOR* = 550 Ibs Mres,x = 499365 Ib-in Wind, 1.OW = 300 (ASDMres,v = 164936 Ib-In Wind, 1.OW *Negative (-)values indicate there is no nep 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com VVLMK f',nj:rc.: �� 1�.1Gq loin if: �� . 1 3y. E NGfNEERIkG s DES I[iN _______-__._._�................... ........... ` rtiL 4 ; ..... ..........'... ... 1 3933 SW Kelly Avenue Portland,OR 97239 te#: 543.222.4453 fax:'�03.248.9263 ko.,w v.vlmk_rara Project Title: Grocery Outlet Arlington Engineer: TMJ Prole-A ID: 20150175 Project Descr: HVAC Framing q P-:^.sod:?.d'JN 7-C15, 3:451�4 x,r. .:x.f,.....:.... .x a.<......f..............:.:.,...,...x..f r3....e.-....[.. .........3..e. .........x.<............x....:�.��:. J, ...<..1. ...J......�:-:::a...t.:::... .�:..:;:.-�: ................:.......:.. .a-.....-... >...............,<x., ........;<.x.xr xx fix.....-.>. ................_.......:. ..c. .�.. :. .:• .:.:�:..:. ....:...................-.-....:..;t::::r:%:.::X...,..:..s. .e:...:<..x... ..,.._................:j:......:............s...,'�' :.......................:,.. .... . :... .x..:.....:.......:,:..............•........,,.:•...,,�..;..,.....,,,€.,,.. .,...,<...,,..... ...x. N r ....- ..€...v.::,::,.;>..,;:,,.,,,..........;...................>.....................F..t4�.•rt�C7tti�;':lik�r:•:9 3e�1a�'tiBut r6i'i�';�1!b'9��. tr6�;1.�€7';a ......1i3:iI r.aa s� Description: (E)4x16 at N4ezzanins w1Compressor Calculations per NDS 2012,IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Etasffcity Load Combination ASCE 7-10 Fb-Compr 900.0 psi Ebend-xx 1,600.0 ksi Fc-Pril 1,350.0 psi Eminbend-xx 580.Qksi Wood Species :Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.2 Fv 180.0 psi Ft 575.0 psi Density 32.210pci Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase V0.133 L 4-133 D(C1►25) q(o 25) IJr0,01995 ' f i I A111"kN, <�ix:-'Y ,a"I t3�• '-7I;1��-i^,., xi=��__ -'l s�, •' ar.:l' �i�� a,��d-� . .liz. .:a ��5'rid>4gxY•:,xx -.'i� .: .:1.... � %L-.a.., :1;;. �' i_._a:�er��,a;.:��;isti`ir... �� y _ 4x16 Span=233.0 tt ... ..... ....;:::- :::,r.::rr.:.;:r•::::_:;.:.,.::<:;:-.•:;::::;:•;::.;,:..: :,;::n::.:::•:.%E::......%. .:::s�:.::::::..::........... ..........................................................................................................................................._........................................... :::::, :''1:•`;:d4+t€:i+?'f•€!:°il°.:`:';;-;?ir.;::••s'.c-;as::%:;:s'.eit;°s: is': +..;::.::;.#:.::::,•:::;:..:,:s•::::;.«„::. :,:.i..<:;t::.:a::r•+:::::.:. Service loads entered.Load Factors will be applied for calculations. Uniform toad: b=0.0150 ksf, Tributary Width=1.330 fl� Uniform toad: L=0.10 ksf,Extent=0.0--ns 4.750 ft, Tributary Width=1,330 t Uniform Load: L=0.10 ksf,Extent=8.250--»23.0 ft, Tributary Width=1.330 f Point Load: D=0.250 k(a)4.750 fl Point Load: D;�0.250 k off,8.250 fl .€ °z r. x:.'ai! x:r:'';``'"€a''i;;?;':it(e:'r:'i'riY:iii.,E: N• t N r. .r.•: :•p•(y:F.::lmK.»e,..x:ad•e�..ve:.-.v.x..er...e...:xrA•ve.e�.a?'a!4Y.i zb•T:;e:.:..p:.S:.M•e�c?v3rrw?a•.:a::•:«e:.:•n:rae a::r�.nxY;eryyr.................................................................................. .--....... ...................._...._...._._................ _ Maximum Bending Stress Ratio - 0.8741 Maximum Shear Stress Ratio - 0,248 : 1 Section used for this span 4x16 Section used for this spars 4x16 tb:Actual _ 904.57psi N:Actual _ 44.71 psi FB:Allowable _ 1,035.00 psi Fv:Allowable _ 180,00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum an span - 11.416ft Location of maximum on span 0.000ft Span#where maximum occurs - Span#1 Span#where maximum occurs - Span#1 Maximum Deflection Max downward Transient Deflection 0.416 in Ratio= 663 Max Upward Transient deflection 0,000 in Ratio= Q a360 Max downward Total deflection 0.590 in Ratio= 4637 Max Upward Total Deflection 0.000 in Ratio= 0-080 .........................................................................................................................................-............................................................................-----------._.........................................................................._...._._._._...._._...._...._...._...._..............................._......................................------------------------------...................................... . ....,.<:..,...:.........................................................%::s::arc::..;.:::.:....::.:.:...,.....-........,........::...,;....y.,. ...........:::::::.:,:•+v:.•r:. :►teral is.Marc#:tn�tr0:.�.e'�.e0t�orts:��:.::�.�;:�>;.::>:�::,:;.•:::.. x::... Load Combination 5pan Max."-"Oefl Location in Span Load Combination Max."+"Dell Location in Span +D4L4H 1 15904 11:584 0.0000 0.000 :::5:i•:::� :'r. : er.::i: 3:ici: E :c'::::::.r.:�:'ri]::::�:::itr::::r.�::,:::•�::r%�::rt:::i:ri;::.:.::::::•:::::i<::: Support notation; r l 1 :11.ertEc '1::1�8'�Ct10.t3S•sse;:l:a:tia::aFi:''rr'tz:�'.-.'�' :>��::�:��'s �';';:::.t;:�+: -:rr::.;: PP 0 ota#to a tef# S? 81 es i n KIPS r.. Load Combination Support 1 Support 2 OverallMAXimum 1.196 Overall MlNimum 0.588 0.371 D Only 0.588 0.371 L Only 1.196 1.398 Project Title: Grocery Outlet Arlington Engineer: TMJ Protect 11): 20150175 Project Descr: HVAC Framing _j . . g y gm OR, m m" Im ;. lHNg o I : .. .. A WAN Description: (E)3x12 at ML?zanlne w1compressor F0, Calcillations per NDS 2012, IBC 2012,CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 900,0 psi Ebend-xx 11,600-0ks! Fc-Prll 1,350.0 psi Eminbend-xx 580,01cal Wood Species Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade No.2 FY 180.0 psi Ft 575.0 psi Density 32.210 pcl Beam Bracing Beam is Fully Braced against lateral4orsion buckling Repetitive Member Stress Increase ....................... ............ .......................................................................................... ....................................... OV) Da.01995) gfg----- p� NEI 3x12 span wI6.oft ................................................................................................................................................................................................................ ............................................................................................................................................................................................................................................................................................ Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0150 k9f, Tributary Width=1.330 fi UniformLoad: L=0.10ksf,Extent=6.50-->>16.01111, Tributary Width=1.330f Uniform Load: D=0.090k/ft,Extent=0.0-->>6.50fl, Tributary W10 1.0 It,(Compressor ............................ --.. .................. .... ..... . .... R ............ ........... ........... ............... ..........?,......... ....... ............ ................ ................................................................................................................................................................................................................................. Maximum Bending Stress Ratio 0.979t 1 Maximum Shear Stress Ratio 0.303 . 1 Section used for this span 3x112 Section used for this span 3x12 fb:Actual 1,012.79psi tv!Actual 54.61 psi FB:Allowable 1,035,00psi Fv:Allowable w 180.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 8,350ft Location of maximum on span 15,066 ft Span#where maximum occurs Span#1 Span if where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.270 in Ratio= 7411 Max Upward Transient Deflection 0.000 in Ratio 0<360 Max Downward Total Deflection 0,431 in Ratio= 445 Max Upward Total Deflection 0,000 in Ratio= 0<180 ----------------------------------------------------j................................................................................................................................................................................................................................................................................................................................................................................................................................ PIT'. ........... Load Combination Span Max.'-'t)efl Location in Span Load Combination Max."-V Defi Location in Span +D+L+H I 0.4506- 8.117 0.0000 0.000 ................... ,. f� g ,a1 1. Support notation:Far left is#1 Values In TOPS --—--------------------------------------------- —------------------------ Load Combination Support I Support 2 Overall MAXimum 0.626 0.888 Overall MiNimum 0,375 0.278 D Only 0,626 0.278 L Only 0,375 0,688 VV L M K Project: GO Arlington Job#: 20150175 by: TMJ Date: June '15 sheet#: C-21 ENGINEERING+ DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design - Compressor Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: x SIDS = 0.756 g Design Spectral Response Acceleration 00 Q = 1.0 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] s a G A - 1.0 [ASCE7 13.5-1 or 13.6-1] ° +cR Y Ro = 2.5 [ASCE7 13.5-1 or 13.6-1] Ycg I° = 1.00 [ASCE7 13.1.3] 1 2 z = 0 ft Attachment height from base of structure uu h = 14 ft Average roof height of structure from base X Wind Parameters: PLAN VIEW PHORIZ. = 5.0 psf Design Wind Pressure (psf), 1.OW PUPLIFT = 0.0 psf Design Wind Pressure (psf), 1.0W G Mechanical Unit Parameters: Wo = 4,600 lbs Total Weight Zcg� X = 140.0 in Base Dimension (max) Y = 42.0 in Base Dimension (min) SIDE VIEW Z = 78.0 in Height of Unit Zcurb = 0.0 in Height of Curb, where occurs Load Combinations: X, = 70.0 in Center of Gravity Seismic: Wind: Yoa = 21.0 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.0W Z, = 36.0 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.752E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0.4a S W Fr = °s n Cl+2 z = 556 lbs <1.6SDSI pWp 5564 lbs OK RP Ir, h >0.3SoSII,WP = 1043 lbs Controls Base Shear, QV„E = 1043 lbs Seismic, 4E Wind: V W = 379 lbs Wind, 1.0W Va.BASE = 1043 lbs Seismic = 730 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% Anchor: dx dx^2 dy dy^2 ex = 3.5 in ev = 1.05 in 1 70 4900 21 441 Mx_x = 3651 in-lbs Mv_v = 1095 in-lbs 2 70 4900 21 441 Y Direction X Direction 3 70 4900 21 441 V1,3 = 274 lbs V1,2 = 535 lbs 4 70 4900 21 441 V2,4 = 274 lbs V3,a = 535 lbs 19600 1764 Wind: V1,2,3,a = 47 lbs Max Va.ANCHOR = 535 lbs Seismic = 374 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 37558 lb-in Seismic, QE Net Tension: Tx* _ -727 lbs Mres,x = 241114 lb-in Seismic, QE Tv* _ -414 lbs ��NEERIp�% Mres,v = 72334 lb-in Seismic, QE s�o� Wind: Mot = 14788 lb-in Wind, 1.OW Max T,,,ANCHOR* _ -414 lbs Seismic Mres.x = 289800 lb-in Wind, 1.OW = -255 (ASD) iglu Mres,v = 86940 lb-in Wind, 1.OW *Negative (-)values indicate there is no net uplift 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com FOR REFERENCE ONLY R-1 J m a S~sm A ib " p _ 4 I O O O O n m El zas eo -- -� -- IP -- -- -- o . m na? o� x 2 £"o �a a p6a9 "o Nan ?� � Aa m :6 g9 a� la I - 4- -A� 6� u49 R6�m G kn=ozo � IIIaN -- - -- -- 3 Km EE £ \ a `003� - cm> I o o f M{•^� I P I ' �3 aa 9s =g fn III ,Z. 1 m N - z z �� o m� _0 CM.9 Sa Pa a2= m o O b 0 0 O b v M =9 A 0 0 o 0 00 0 9 Foo= �=9➢�y�am�,9 m H €a m_�z�io -$nF �i � � � ��Fm � •7 vx°��o �Pm oR� =y o°gip 6a R ° G G 5 R m z oAr O �� N� "m§ E _ � Po Up =o ;o==,= ma mo ; ➢ O VA 8 77 �9 a v �� e O O > 11 Ii• Refrigeradon& 1,.,,��. p _ _ � nRUNcroN,wn p T Q f FOR REFERENCEONLY _ 1D s �l R 2 6� o EFT T1 is m o III 9 pn g I gE >< a s$ 1m �m � � � a�9 ip9 • s e I __-- O - gg p0 o EZr I� li pi N R FF�7 N v� 8 59 6 �9 o a 3a II •�� II 9$I a s$g 4 I_ Lill., gg!p5gA�mm�omcmA\m�A�ZNn c'ag Z6 €'a��2e€G_;��Ra�.°;m�:��°�(✓�q o°8c.8-`�_ga��n:$m�SSm�aazm$ 3g n D mm gg 0 U ®�I- �4 3� ,, YlS gp� c - &�'4I i as 1 r D z R D O �°gkffipO s 2,o=9 _U R4 g Li qp Ap 8 O !O o m n -- Pal � 1w. r� PO - o ge m t Z Im '4D �r HIM I D p€ _ 00 acc �Zs = :x i < 60 6g�: ---.�R 9 n A o 0 98z T o w � ��I I I n oLL ;r— as l@° Ra 56 VmZ I � " LE m_ s M��wn Refrigeration&I-NAC,Inc. fi - - g: _ I4 Levitor II Sf-. .FOR REFERENCE ONLY R-3 LAVE/LEVE Features L f THR in MBH(000) AIR FLOW FAN MOTOR TOTAL FULL LOAD AMPS DIMENSIONS(IN) SHIPPING MODEL @ 10°F TD R-404A (CFM) 208-230/3/60 460/3/60 575/3/60 L W H WGT.(LBS) Two Fans Wide 30" LAVE 22208 129.4 25,920 13.6 6.8 5.8 112.00 90.50 54.00 1,311 LAVE 22210 144.6 25,680 13.6 6.8 5.8 112.00 90.50 54.00 1,320 LAVE 22212 157.4 25,440 13.6 6.8 5.8 112.00 90.50 54.00 1,336 LAVE 22308 170.2 25,200 13.6 6.8 5.8 112.00 90.50 54.00 1,437 LAVE 22310 186.4 24,800 13.6 6.8 5.8 112.00 90.50 54.00 1,425 LAVE 22312 196.8 24,400 13.6 6.8 5.8 112.00 90.50 54.00 1,462 LAVE 22408 206.8 24,420 13.6 6.8 5.8 112.00 90.50 54.00 1,539 LAVE 22410 217.4 27,900 13.6 6.8 5.8 112.00 90.50 54.00 1,555 LAVE 22412 226.4 23,340 13.6 6.8 1 5.8 112.00 90.50 54.00 1,588 LAVE 23210 217.0 38,520 20.4 10.2 8.7 166.00 90.50 54.00 1,875 LAVE 23212 236.0 38,160 20.4 10.2 8.7 166.00 90.50 54.00 1,912 LAVE 23308 268.6 37,800 20.4 10.2 8.7 166.00 90.50 54.00 2,044 LAVE 23310 279.6 37,200 20.4 10.2 8.7 166.00 90.50 54.00 2,063 LAVE 23312 295.8 36,600 20.4 10.2 8.7 166.00 90.50 54.00 2,100 LAVE 23408 310.6 36,630 20.4 10.2 8.7 166.00 90.50 54.00 2,214 LAVE 23410 326.0 35,950 20.4 10.2 8.7 166.00 90.50 54.00 2,238 LAVE 23412 340.0 35,010 20.4 10.2 8.7 166.00 90.50 54.00 2,287 LAVE 24308 340.0 50,400 27.2 13.6 11.6 220.00 90.50 54.00 2,526 LAVE 24310 372.6 49,600 27.2 13.6 11.6 220.00 90.50 54.00 2,651 LAVE 24312 394.0 48,800 27.2 13.6 11.6 220.00 90.50 54.00 2,700 LAVE 24408 413.6 48,840 27.2 13.6 11.6 220.00 90.50 54.00 2,851 LAVE 24410 434.8 47,800 27.2 13.6 11.6 220.00 90.50 54.00 2,884 LAVE 24412 453.6 46,680 27.2 13.6 11.6 220.00 90.50 54.00 2,950 LAVE 25308 451.2 63,000 34.0 17.0 14.5 274.00 90.50 58.50 3,725 LAVE 25310 494.2 62,000 34.0 17.0 14.5 274.00 90.50 58.50 3,755 LAVE 25312 526.0 61,000 34.0 17.0 14.5 274.00 90.50 58.50 3,817 LAVE 25410 564.0 59,750 34.0 17.0 14.5 274.00 90.50 58.50 4,046 LEVE 26308 541.6 75,600 40.8 20.4 17.4 328.00 90.50 58.50 4,759 LEVE 26310 593.2 74,400 40.8 20.4 17.4 328.00 90.50 58.50 4,796 LEVE 26312 631.4 73,200 40.8 20.4 17.4 328.00 90.50 58.50 4,870 LEVE 26408 632.6 73,260 40.8 20.4 17.4 328.00 90.50 58.50 5,218 LEVE 26410 676.8 71,700 40.8 20.4 17.4 328.00 90.50 58.50 5,268 LEVE 26412 701.2 70,020 40.8 20.4 17.4 328.00 90.50 58.50 5,366 NOTE: Minimum Unit Circuit Amps=7.25 x FLA of One Motor FLA of all remaining motors. Maximum Unit Overload Protection=2.25 x FLA of One Motor+FLA of all remaining motors. ZG 'ERCIA 'SED PRODUCT CATALOG Specifications subject to change without notice. FOR REFERENCE ONLY R-4 NOTES: 33-3/8 [848] 1. DIMENSIONS ARE IN INCHES, DIMENSIONS IN [ ] ARE IN MILLIMETERS. 2. & CENTER OF GRAVITY 32-1/4 ECONOMIZER HOOD 18181 (OPTIONAL) i6 3. DIRECTION OF AIR FLOW 14061 25-5/8 10-7/8 RETURN AIA RETURN qq AIR [1117] E ALT. FI •W CONDENSATE 17-3/4 X DRAIN OPENING [451] Y IN BASEPAN SUPPLY 26-112 29-3/8 18-1/8 Z AIR 1 31 (747I SUPPLY 459] AIR 16-1/8 14-1/4 12-1/4 [411_1 [3631 13121 SEE THRU THE BASE CHART [157 3-318 12-1/8 181 25 FLUE C3071 16361 11001 HOOD 18-1/2 TOP 11701 10-1/2 1-1/4 265] 1313 * � K a S,a [na1 E STD. FILTER CONDENSATE ELECTRICAL DRAIN DISCONNECT LOCATION 25 81 CONDENSER RETUR OUTSIDE 16-3/4 RETURN AIR COIL B, ['2 SU PP?YIAIA AIA 4 G ® 21-1/4 OPTIONAL _ _ 1539I FACTORY 11511 INSTALLED 19-1/2 [1557 CONVENIENCE D [494] OUTLET 6 [ 1152]1.1 a a .. 6-5/8 26 3/4 16811 BAROMETRIC 31-114 RELIEF 3-3/4 [793] FLOW [957 46-3/4 SUPPLY RETURN [1187] AIAIF RIGHT AIR LEFT CONTROL BOX INDOOR BLOWER FILTER ACCESS(TOOL-LESSPANEL ) COMP. CONDENSER ACCESS PANEL ACCESS ACCESS F • PANEL COIL INDOOR COIL OPTIONAL ACCESS PANEL FACTORY F HANDLE INSTALLED DISCONNECT � I 0 c) •0. C)0.° 2-5/8 HANDLE 8-3/8 BACK 1673 30-1/8 12131 TYP 1643 CURB 74-3/8 WIDTH 118881 FRONT THRU-THE-BASE CHART UNIT J K THESE HOLES REQUIRED FOR USE CONNECTION SIZES CA BTMPWR001 A 0,, 003A01 48TC-A04 3[84718 147218 A 1 3/8" 1351 DIA FIELD POWER SUPPLY HOLE THREADED WIRE AEO'D HOLE 48TC-A05 33 3/8 14 7/8 CONDUIT SIZE USE SIZES (MAX.) 18471 13771 B 2" 1503 DIA POWER SUPPLY KNOCKOUT 33 3/8 14 7/8 W 12" ACC. 7/8" 122.2I 48TC-A06 [847I [377I C 1 3/4" [51] DIA GAUGE ACCESS PLUG g 1/12" 24V 7/8" [22.2] 41 3l8 14 ll8 D 7/8" 1223 DIA FIELD CONTROL WIRING HOLE Y r 3/4" (001,003) POWER 1 1/8" 128.43 48TC-A07 [10511 [3773 E 3/4"-14 NPT CONDENSATE DRAIN Z+- (003) 112" FPT GAS 1 3/16" 130.01 F 112"-14 NPT GAS CONNECTION FOR "THRU-THE-BASEPAN" FACTORY OPTION, G 2 1/2 1647 DIA POWER SUPPLY KNOCK-OUT FITTINGS FOR ONLY %,Y, d Z ARE PROVIDED SELECT EITHER 3/4" OR 112" FOR POWER, DEPENDING ON WIRE SIZE t (001) PROVIDES 3/4" FPT THRU CURB FLANGE 8 FITTING. Al0484 Fig.1- Dimensions 48TC 04-07 19 FOR REFERENCE ONLY R-5 STD. UNIT CORNER CORNER CORNER CORNER C.G. HEIGHT UNIT WEIGHT WEIGHT (A) WEIGHT (B) WEIGHT (C) WEIGHT (D) LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. X Y 7 48TC-A04 483 219 111 50 125 57 131 59 116 53 39 19911 23 15841 16 3/8 14161 48TC-A05 537 244 124 56 139 63 145 66 129 59 39 19911 23 15841 17 14321 48TC-A06 569 258 131 59 147 67 154 70 137 62 39 19911 23 15841 17 1/4 14381 48TC-A07 652 296 1 150 68 169 76 176 80 157 71 39 19911 23 15841 20 1/8 15111 *STANDARD UNIT WEIGHT IS WITH LOW HEAT a WITHOUT PACKAGING. FOR OPTIONS 8 ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. CORNER A CORNER B O r coo o: oo CORNER D CORNER C FRONT x TOP A10485A Fig.2- Dimensions 48TC 04-07 A C08337 Fig.3- Service Clearance LOC DIMENSION CONDITION 48—in(1219 mm) Unit disconnect is mounted on panel A 18—in(457 mm) No disconnect,convenience outlet option 18—in(457 mm) Recommended service clearance 12—in(305 mm) Minimum clearance 42—in(1067 mm) Surface behind servicer is grounded (e.g.,metal,masonry wall) B 36—in(914 mm) Surface behind servicer is electrically non—conductive(e.g.,wood,fiberglass) Special Check for sources of flue products within 10—ft of unit fresh air intake hood C 36—in(914 mm) Side condensate drain is used 18—in(457 mm) Minimum clearance 48—in(1219 mm) No flue discharge accessory installed,surface is combustible material D 42—in(1067 mm) Surface behind servicer is grounded (e.g.,metal,masonry wall,another unit) 36—in(914 mm) Surface behind servicer is electrically non—conductive(e.g.,wood,fiberglass) Special Check for adjacent units or building fresh air intakes within 10—ft of this unit's flue outlet NOTE: Unit not designed to have overhead obstruction.Contact Application Engineering for guidance on any application planning overhead obstruction or vertical clearances. 20 ABBREVIATIONS 1BNSARE PROJECT DATA REUSE OF DOCUMENTS This document,and the ideas 8 AND DIS. DISABLED H.B. HOSE BIB P.LAM. PLASTIC LAMINATE STD. STANDARD and designs incorporated,as an A.B. ANCHOR BOLT ON. DOWN H.C. HOLLOW CORE PLAS. PLASTER STL. STEEL PROPOSED SCOPE OF WORK: instrument of professional A.C. ASPHALT CONCRETE DR. DOOR HDWD. HARDWOOD PLYWD. PLYWOOD STRUCT. STRUCTURAL Service is the property of A/C AIR CONDITIONING D.S. DOWN SPOUT HOSE). HARDBOARD P.M. PRESSED METAL S.S. SANITARY SEWER INTERIOR REMODEL OF AN EXISTING XXXX SO.FT.COMMERCIAL SPACE,RENOVATION FOR 1 GROCERY TENANT. Framework Architecture,Inc. ACC. ACCESSIBLE DWG. DRAWING(S) HOWE. HARDWARE P.M.F. PRESSED METAL FRAME SUSP. SUSPENDED and is not to be used,in whole ACOUST. ACOUSTICAL H.M. HOLLOW METAL PNL. PANEL SYM. SYMMETRICAL gn(ICIEMW or in part,far any reason without A.D. AREA DRAIN (E) EXISTING HORIZ. HORIZONTAL P.O.C. POINT OF CONNECTION ADJ. ADJUSTABLE EA. EACH HR. HOUR PR. PAIR T.C. TOP OF CURB the written authorization of ADJ.SH.ADJUSTABLE SHELVING E.J. EXPANSION JOINT HT. HEIGHT PROP. PROPERTY T&G TOUNGE&GROOVE CODE INFORMATION: Framework Architecture,Inc. A.F.F. ABOVE FINISH FLOOR EL EC. ELECTRICAL P.S.F. POUNDS PER SQUARE TEL. TELEPHONE AGGR. AGGREGATE ELEV. ELEVATION I.D. INSIDE DIAMETER FOOT TEMP. TEMPERATURE ALUM. ALUMINUM ED. EQUAL I.E. INVERT ELEVATION P.S.I. POUNDS PER SQUARE THK. THICK APPLICABLE CODES: NATIONAL CODES AP BOX. APPROXIMATE EQUIP. EQUIPMENT I.S.A. INTERNATIONAL SYMBOL INCH THRESH. THRESHOLD 2012 INTERNATIONAL BUILDING CODE(IBC) ARCH. ARCHITECTURAL) E.W. EACH WAY OFACCESSIBILITY P.T. PRESSURE TREATED T.O.C. TOP OF CONCRETE 20121 NTERNATIONAL FIRE CODE(IFC) EXP. EXPANSION INSUL. INSULATION P.T.D. PAPER TOWEL T.O.F. TOP OF FRAMING 20121NTERNATIONAL MECHANICAL CODE(IMC) BD. BOARD EXT. EXTERIOR INT. INTERIOR DISPENSER 2012 INTERNATIONAL FUEL GAS CODE(NATURAL GAS) BLDG. BUILDING P.T.R. PAPER TOWEL T.O.S. TOP OF STEEL 2012 NATIONAL FUEL GAS CODE 58(PROPANE) BLK. BLOCK F.D. FLOOR DRAIN J.B. JUNCTION BOX RECEPTACLE TOT. TOTAL 2012 UNIFORM PLUMBING CODE(UPC) BILKS. BLOCKING FDN. FOUNDATION J.H. JOIST HANGER T.O.W. TOP OF WALL 2012 WASHINGTON STATE ENERGY CODE QUYLEY B.M. BENCH MARK F.F. FINISH FACE JT. JOINT Q.T. QUARRY TILE T.P. TOP OF PAVING 2008 WASHINGTON CITIES ELECTRICAL CODE INSERTS(NEC) BTTM. BOTTOM F.E. FIR EXTINGUISHER T.P.H. TOILET PAPER HOLDER 200E NATIONAL ENERGY CONSERVATION AND FACILITIES(ICC/ANS1117.1) /L-- B.U.R. BUILT UP ROOFING F.E.C. FIRE EXTINGUISHER LAM. LAMINATE RAD. RADIUS T.P.D. TOILET PAPER CABINET LAY. LAVATORY R.D. ROOF DRAIN DISPENSER INTERNATIONAL ENERGY CONSERVATION CODE o F.H.W.S. FLAT HEAD WOOD SCREW L.L. LANDLORD REBAR. REINFORCING BAR TS. STRUCTURAL TUBE Q CAB. CABINET o C.C. CASEWORK CONTRACTOR FIN. FINISH LT. LIGHT REF. REFERENCE NP. TYPICAL WASHINGTON STATE AMENDMENTS CEM. CEMENT FUR. FLOOR MAX. MAXIMUM REINF. REINFORCED WAC 51-50 WASHINGTON STATE BUILDING CODE(IBC) CER. CERAMIC FLS'G FLASHING MECH.A. MECHANICAL REG. REGULAR U.O.N. UNLESS OTHERWISE WAC 51-51 WASHINGTON STATE BUILDING CODE(I RC) MEMB. MEMBRANE C.G. CORNER GUARD F.O.C. FACE OF CONCRETE RE It. RESILIENT NOTED WAC 51-52 WASHINGTON STATE MECHANICAL CODE(IMC) C.J. CONSTRUCTION JOINT F.O.F. FACE OF FINISH MFR. MANUFACTURER REQ'D. REQUIRED U.N.O. UNLESS NOTED V CLG. CEILING F.O.M. FACE OF MASONRY MIN. MINIMUM RM. ROOM OTHERWISE WAC 51-54A WASHINGTON STATE FIRE CODE(IFC) MISC. MISCELLANEOUS WAC 51_56&51-57 WASHINGTON STATE PLUMBING CODE&STANDARDS UPC ~ CLR. CLEAR R.O.S. FACE OF STUDS R.O. ROUGH OPENING UNF. UNFINISHED ( ) _ CNTR. COUNTER F.O.W. FACE OF WALL M.O. MASONRY OPENING RWD. REDWOOD WAC 51-11C WASHINGTON STATE ENERGY CODE C.O. CLEAN OUT F.P. FIREPROOF MRGB. MOISTURE RESISTANT R.W.L. RAIN WATER LEADER V.C.T. VINYL COMPOSITION TILE C COL. COLUMN F.R.P. FIBERGLASS GYPSUM WALLBOARD V.C.F. VINYL COATED FABRIC a ., CONO. CONCRETE REINFORCED PANEL MTL. METAL S.B. SPLASH BLOCK VERT. VERTICAL ZONING: OLD TOWN BUSINESS DISTRICT 3 ARLINGTON ceie CONO. CONDITION FT. FOOT OR FEET MTD. MOUNTED S.D. STORM DRAIN VEST. VESTIBULE CONST. CONSTRUCTION FTG. FOOTING M.T.P. METAL TOILET PARTITION SEC. SECURITY V.T.B. VINYLTACKBOARD JURISDICTION: CITY OF ARLINGTON CONIT. CONTINUOUS FUT. FUTURE S.C. SOLID CORE V.W.C. VINYL WALL COVERING CTSK. COUNTERSUNK F FURRING N.I.C. NOT IN CONTRACT SCHED. SCHEDULE 146 EAST H A L L E R AV E N U E F.V..V. FIELD VERIFY NO. NUMBER SECT. SECTION W/ WITH HEALTH: SNOHOMISH COUNTY HEALTH DISTRICT DBL. DOUBLE NOM. NOMINAL SHT. SHEET W.C. WATER CLOSET D.F. DRINKING FOUNTAIN GA. GAUGE GALV. GALVANIZED N.T.S. NOTTOSCALE SHTG. SHEATHING wD. WOOD ARLINGTON WA 98223 DEPT. DEPARTMENT G.B. GRAB BAR O.C. ON CENTER SIM. SIMILAR W.H. WATER HEATER , DTL. DETAIL G.C. GENERAL CONTRACTOR O.D. OUTSIDE DIAMETER S.M. SHEET METAL W.M. WATERPROOF MEMBRANE D.I. DROP INLET IS 1. GALVANIZED IRON O.H. OVERHEAD012VERHANG S.M.S. SHEET METAL SCREW W.P. WATERPROOF BUILDING CONSTRUCTION &CLASSIFICATION: O)DIAG. DIAGONAL SIND. GROUND OPNG. OPENING o SPEC'S. SPECIFICATIONS W.R. WATER RESISTANT PROJECT DIRECTORY DIM. DIMENSION 0/ OPPOSITE SQ. SQUARE W. WEIGHT GND. GROUND O/ OVER S.STL. STAINLESS STEEL W.W.F. WELDED WIRE FABRIC OCCUPANCY GROUP: B GYP.BD.GYPSUM WALLBOARD SPRINKLERED: YES RESPONSIBILITY SCHEDULE - ARLINGTON, WA TYPE U CONSTRUCTION: VB MAXIMUM BUILDING HEIGHT: iSTORY TENANT DESIGN TEAM DATUM FINISH FLOOR ELEVATION: 0.00. o w oC3w GROCERY OUTLET,INC. FRAMEWORK ARCHITECTURE J 2000 FIFTH STREET 107 SE WASHINGTON ST,SUITE 250 & 1SALES FLOOR 13,407 S.F. BERKELEY CA 94710 PORTLAND,OR 97214 BACK OF HOUSE 4,527 S.F. w w ---------- ---------------- ----- 360)624-2815 503 889-0604 ( ( > RESPONSIBILITY SCHEDULE - - - a REMARKS RESPONSIBILITY SCHEDULE - - - a REMARKS TOTAL TENANT SPACE: 17,934 S.F. FAX:(510)644-0152 CONTACT:DAVID HARDISTER G CONTACT:PAT DAVIS l n fl GENERAL CONDITIONS LL z FINISHES NOTE: � BUILDING PERMITS AND FEES • • ACOUSTICAL CEILING/ TEAR NONE GROCERY OUTLETS GC TO PERFORM ALL CONSTRUCTION PER GROCERY OUTLET APPROVED PLANS INCLUDING ALL ELECTRICAL, MECHANICAL, PROGRESSIVE AND FINAL CLEAN UP • • CONCRETE SEALANT FLOOR STAINING • • UTILITIES SERVING GROCERY OUTLET FIXTURES,FITTINGS,AND EQUIPMENT.GROCERY OUTLET TO INSTALL FIXTURES, NI �M SPECIAL INSPECTIONS • • SHEET VINYL • • FITTINGS,AND EQUIPMENT. STRUCTURAL PLUMBING REFRIGERATION cam' ZN SITEWORK AND DEMO WALL BASE - COVE • • �� W DO HAZ-MAT ABATEMENT • • FRP FINISHES IN RESTROOMS • • SYMBOL INDEX VLMK CONSULTING ENGINEERS R+W ENGINEERING,INC. SOURCE REFRIGERATION&HVAC,INC O Uv <- DEMOLITION - SITE • NONE REFRIGERATION COLUMNS • • YR.Kao WRu PED s 3933 SW KELLY AVENUE 9615 SW ALLEN BLVD.STE.107 800 E.ORANGETHORPE AVENUE �Q DEMOLITION - BLDG. • • GYPSUM BOARD TEXTURE • • PORTLAND,OR 97239 BEAVERTON,OR 97005 ANAHEIM,CA 92801 LU DEMOLITION - ROOF • • LIMITED PAINTING - EXTERIOR • • VEFII v W/ GO WHERE PLUMBING RE LU J FIRE EXITING • PAINTING - INTERIOR • • VERIIv W/ GO RE CONCRETE SECTION NUMBER CONTACT:KEVIN KAPLAN (503)726-3318 FAX:(714)578-2386(503)222-4453 (503)292-6000 (714)578-2380 0L 0 O FENCING • SPECIALITIES SHEET WHERE J Z 0� Q EQUIPMENT REMOVAL • • STAINLESS STEEL COLUMN WRAPS • • CONTACT:GREG KIENLE CONTACT:ERIC ICH I� ,, F I U�J =I_A** I LI LI I H H U LANDSCAPING • AWNINGS CANOPIES • CONCRETE SECTION IS DRAWN ��[J� �� Z PARKING PAVING & IMPROVEMENTS • CART CORRALS • • BLOCK SHEET INDEX W W PARKING STRIPING & SIGNAGE • • FIRE EXTINGUISHERS • • �J o CONCRETE INTERIOR SIGN GRIDS • • DETAIL NUMBER 7a CONCRETE WALK • INT. SIGN GRIDS/ PACKAGE INSTALL. • • ® A.C.PAVING GENERAL INFO O A*-* SHEET FLOORING GRINDING • • INTERIOR SIGNAGE • • DETAIL IS DRAWN G-0.01 TITLE SHEET P-0.1 LEGEND,FIXTURE SCHEDULE&CALCULATIONS NEW INTERIOR SLABS, POURBACKS AN ALLOWANCE OF PRODUCE MISTING SYSTEMS • • G-0.02 GENERAL NOTES&EXITING PLAN • • 1100 SO. Ff. RACKING - DECK PANS, WIRE MESH • • CERAMIC TILE P-0.2 SPECIFICATIONS OR BRICK ARCHITECTURAL P-0.3 GENERAL NOTES AND SEISMIC GUIDELINES PATCHING PLUMBING TRENCHES • • IN ADDITION TO ABOVE RACKING - DUNNAGE RACKS • • , LOCATION NUMBER P-2.0 PLUMBING FLOOR PLAN STRUCTURAL CONCRETE • • RACKING - LOZIER SHELVING • • , A-0.01 SITE PLAN P-3.0 PLUMBING ENLARGED PLAN AND ISOMETERICS SAND MORTAR SHEET WHERE ENLARGED A-0.02 BUILDING ACCESSIBILITY DETAILS MASONRY RESTROOM GRAB BARS PARTITIONS • • ' P-4.0 DETAILS CMU BRICK MISC. • SIGN STRIPS • • OR PLASTER PLAN IS DRAWN A-0.03 BUILDING ACCESSIBILITY DETAILS PERMIT SET PRECAST CURBS - WHEEL STOPS 10101 1 JIF NEEDED STORAGE SHELVES (MISC., MELAMINE) • • A-1.010 DE ORITTIIOANPLANFN MECHANICAL 06.01.15 METALS TOILET ACCESSORIES • • ELEVATION NUMBER A-1.02 MEZZANINE PLANS BOLLARDS • • WINE TABLES AND RACKS • • AGGREGATE * M-1 HVAC EQUIPMENT SCHEDULE CARPENTRY - EXTERIOR METALS • • As NEEDED q_* SHEET WHERE A-1.21 REFLECTED CEILING PLAN M-2 HVAC FLOOR PLAN PLAN A-1.41 ROOF PLAN M-3 HVAC ROOF PLAN ELEVATION IS DRAWN NORTH CARPENTRY - INTERIOR METALS • • coLUMN WRAPS EQUIPMENT A-2.01 EXTERIOR ELEVATIONS M-4 ENERGY MANAGEMENT&WIRING DIAGRAMS COLD FORMED METAL FRAMING ADCASTER • • fl- _� EARTH A-4.01 INTERIOR ELEVATIONS AND ENLARGED PLANS M-5 EQUIPMENT INSTALLATION&ELECTRICAL DETAILS BATHROOMS SHORTWALLS DEMISING • • BAG RACKS • • A-4.02 INTERIOR ELEVATIONS AND ENLARGED PLANS CORNER GUARDS • • BALER • • OX EQUIPMENT NUMBER A-5.01 DETAILS METAL DECK NOT APPLICABLE CHECKSTANDS • • METAL A-5.02 DETAILS REFRIGERATION METAL RAILINGS • • CONVEYING SYSTEMS • • A-5.03 DETAILS-SHELVING STEEL - MISCELLANEOUS • • EXT. SIGNAGE - CABINET BUILDING • • PLYWOOD PARTITION TYPE A-6.01 FINISH SCHEDULES R-1.0 FIXTURE,PLUMBING,REFRIGERATION& STEEL - STRUCTURAL 10101 1 EXTERIOR SIGNAGE- PYLON • • GYPSUM BOARD A-6.02 FINISH SCHEDULES ELECTRICAL FLOOR PLAN STEEL - NEW OPENING FRAMES • • KEYNOTE POS SYSTEM • • O STRUCTURAL R-2.0 REFRIGERATION SCHEDULE,ELECTRICAL 000 REQUIREMENTS 8 DIAGRAM WIRING GLASS WOODS AND PLASTICS REFRIG. - DAIRY DISPLAY BOX • • S-0.0 STRUCTURAL NOTES&SPECIAL INFECTIONS R-3.0 ENERGY MANAGEMENT&WIRING DIAGRAMS E D CARPENTRY- EXTERIOR WOODS • • AS NEEDED REFRIG. - DELI DISPLAY CASES • • SEE PLANS �ro,® 5-1.0 FOUNDATION PLAN R-4.0 REFRIGERATION EQUIPMENT DETAILS CARPENTRY- INT. WOODS PLASTICS • • REFRIG. - FROZEN FOOD CASES • • ® WOOD FRAMING REVISION NUMBER S-1.1 ROOF FRAMING PLAN PV1.0 EVAC SYSTEM FLOOR PLAN FRAMING MATERIAL & SHEATHING • • REFRIG. - FROZEN WALK-IN • • (CONT.MEMBER) S-2.0 ELEVATIONS,FACADE,AND MEZZANINE PLAN PV1.1 EVAC DETAILS STRUCTURAL FRAMING • • REFRIG. - MEAT DISPLAY CASES • • SEE PLANS 5-3.0 STRUCTURAL DETAILS PV1.2 EVAC DETAILS MILLWORK IN BREAKROOM • • REFRIG. - PRODUCE DISPLAY CASES • • SEE PLANS WOOD FRAMING MATCH LINE S4.0 HVAC FRAMING PLANS AND DETAILS sr�yy PLAM COUNTERS & SHELVES • • REFRIG. - SELF CONT COOLER • • SEE PLANS (BLOCKING) $ ELECTRICAL STRUCTURAL GLUE LAMINATED TIMBER • • NEW BEAMS REFRIG. - SELF CONT FREEZER • • SEE PLANS WOOD RAILS AND WALL PROTECTION • • REFRIG. - WALK-IN MEAT COOLER • • E-0.1 INDEX,NOTES,LEGEND,DIAGRAMS&SCHEDULES Wi AM DA ARCHITECT THERMAL AND MOISTURE PROTECTION FURNISHINGS WOOD MEMBER �j DATUM,WORK OR E-0.2 ELECTRICAL SPECIFICATIONS CEMENTITIOUS STUCCO • WINDOW COVERINGS BLINDS • • WINDOW TWTIN ® (FINISHED) T CONTROL NUMBER E-0.3 ELECTRICAL SPECIFICATIONS OATS oasaaTioN EXT. INSULATION & FINISH SYSTEMS • • PATCHING AS REQUIRED MECHANICAL E-0.4 SINGLE LINE DIAGRAM L SCHEDULES ROOF HATCH / ACCESS LADDER • • COMPRESSORS & CONDENSORS • • PANE ROOFING • CONDENSORS SUPPORT AND SLEEPERS • • INSULATION L ANGLE E-1.0 LIGHTING PLAN E-2.0 POWER PLAN ROOFING - PATCH • • COMPRESSORS RACK SEISMIC ATTACHMENT • • E-2.1 REFRIGERATION POWER PLAN CONDENSOR PLATFORM CURBS • • EVAC SYSTEM • • DIAMETER OR E-2.2 DETAILS AND ENLARGED PLANS SHEET METAL FLASHING & COPING • • AS NEEDED HVAC - ROOF UNITS & CURBS • • ROOM NUMBER 0 ROUND E-3.0 ELECTRICAL ROOF PLAN STEEL SIDING HVAC SCREENS o A P Ic BL HVAC - SPLIT UNITS & CURBS • • THERMAL INSULATION - WALLS • • HVAC - INTERIOR DISTRIBUTION • • THERMAL INSULATION - ROOF • • REPLACE WHERE FIRE PLUMBING • • O WINDOW TYPE 1 PERPENDICULAR DAMAGED OR MISSING DEFERRED SUBMITTALS VICINITY MAP DRAWN BY CE DOORS AND WINDOWS ELECTRICAL CHECKED BY BP DOOR HARDWARE 100 COMMUNICATIONS PHONE SYSTEM • • # POUND OR NUMBER 1A DOOR NUMBER THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE DOORS- AUTOMATIC SYSTEMS • • ILL PROVIDED ELECTRICAL SERVICE DISTRIBUTION • • BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR PROJECT � / JOB#: 15-040 DOORS- EXTERIOR • • ILL PROVIDED ENERGY MANAGEMENT SYSTEMS • • CENTERLINE TO INSTALLATION. --' DOORS- FINISH ONLY EXTERIOR • • FIRE ALARM SYSTEM • • LOCATION DOORS- INTERIOR • • LIGHTING • • GRID LINEINUMBER 1. FIRE MONITORING INSTALL OR MODIFICATIONS f..-_ TITLE SHEET R PLATE OR 2. FIRE SPRINKLERS-NOTE:SPRINKLER MODIFICATIONS DOORS- ROLL-UP FREIGHT • • REPAIR AS NEEDED SECURITY SYST-CCTV & BURGLAR • • DOORS- TRAFFIC IMPACT • • DOOR SCHED. MISCELLANEOUS PROPERTY LINE SHALL BE UNDERASEPARATE PERMIT SKYLIGHTS NOT APPLICABLE ADA COMPLIANCE (BUILDING REPAIRS) • • GRID CENTER 3. EXTERIOR SIGNAGE - WINDOWS NOT APPLICABLE ARTWORK BANNERS • • LINE/NUMBER .. " G0.01 STOREFRONT GLAZING • • LL PROVIDED TRUCK LOADING AREA • • FIX BROKEN ITEMS DRINKING FOUNTAIN FRP ON 3 WALLS 10101 I NORTH FIRE DEPARTMENT NOTES. FIRE/EXITING NOTES. 6. CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION AS PER LOCAL JURISDICTION. 21. CONTRACTOR TO VERIFY THAT ROOF ELEVATIONS SHOWN ON PLANS PROVIDE POSITIVE ROOF 31. AFTER INSTALLING WALL,CEILING OR FLOOR INSULATION,THE INSTALLER SHALL POST IN A REUSE OF DOCUMENTS DRAINAGE AND THAT THEY CONFORM TO MINIMUM DRAINAGE STANDARDS PRIOR TO ROOFING. CONSPICUOUS LOCATION IN THE BUILDING.A CERTIFICATE SIGNED BY THE INSTALLER STATING 7. WHEN SEPARATE PERMITS ARE REQUIRED FOR PEDESTRIAN PROTECTION,DEMOLITION, THAT THE INSTALLATION CONFORMS WITH THE PLANS AND REQUIREMENTS OF THE PROJECT This document,and the ideas 1. ALL CONSTRUCTION SHALL COMPLY WITH 2O09 NFPA 101,20091BC W/WASHINGTON 1. PROVIDEPORTABLE FIRE EXTINGUISHERS PER NFPA-10,2-A:10-B:C RATED MINIMUM,TO BE PLUMBING,ELECTRICAL,MECHANICAL WORK,HEALTH DEPARTMENT AND AS REQUIRED BY THE 22. IF STORING,US I NG OR HANDLING ANY AMOUNTS OF HAZARDOUS MATERIALS SPECIFICATIONS THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME AND and designs incorporated,as an AMENDMENTS. LOCATED ON EACH FLOOR AT+48 A F.F.ONE FOR EACH 3,000 S.F.OF FLOOR AREA AND NOT LOCAL GOVERNING AGENCIES.G.C.IS RESPONSIBLE TO ACQUIRE. FLAMMABLE/COMBUSTIBLE LIQUIDS,OR CHEMICALS,COMPLY WITH REQUIREMENTS SET FORTH IN MATERIAL IDENTIFICATION AND THE INSTALLED R-VALUE. Instrument of professional 2. HAZARDOUS MATERIALS TO BE STORED AND/OR USED WITHIN THE BUILDING SHALL COMPLY WITH FARTHER THAN TRAVEL DISTANCE OF 75'APART WITH A RATING NOT LESS THAN 2-A.TRAVEL HAZARDOUS MATERIALS ORDINANCE BY LOCAL JURISDICTION. service is the property of QUANTITIES LISTED IN IBC. DISTANCE IS WIN AREAS HAVING FLAMMABLE LIQUIDS.THE NUMBER,TYPES AND LOCATION OF 8. THE GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT SHALL BE NOTIFIED 32. CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED BY PLUMBING,AIR CONDITIONING Framework Architecture,Inc. FIRE EXTINGUISHERS WILL BE DETERMINED BY THE FIRE MARSHAL AFTER CONSTRUCTION IS BY THE CONTRACTOR AND OWNER THAT GRADING IS TO COMMENCE AND MAKE ALL NECESSARY 23. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL TRADE WORK TO THE AND OTHER INSTALLERS AS REQUIRED BY CODE. and is not to be used,in Whole 3. FIRE SPRINKLER SYSTEM WORK SHALL BE PERFORMED UNDER SEPARATE PERMIT.FIRE COMPLETED BUT PRIOR TO OCCUPANCY. ARRANGEMENT FOR FIELD INSPECTION. ARCHITECT FOR REVIEW,AND ALSO FOR ITEMS CALLED OUT AS*OR EQUAL",AND IN SPRINKLER SUBCONTRACTOR SHALL BECOME FAMILIAR WITH DESIGN CRITERIA PRIOR TO ACCORDANCE WITH THE PROJECT MANUAL. 33. ANY DAMAGE BY G.C.OR SUB-CONTRACTOR TO EXISTING ASPHALTIC PAVEMENT,EXISTING or in part,for any reason Without COMMENCING DESIGN WORK.SUBMIT PLANS FOR APPROVAL TO THE AUTHORITY HAVING 2. FIRE SPRINKLER SYSTEM(S)PER N.F.P.A.STANDARD 13 SHALL BE PROVIDED. 9. SIGN CONTRACTOR SHALL ACQUIRE SEPARATE BUILDING DEPARTMENT PERMITS FOR LANDSCAPING OR ADJACENT TENANTS BUILDING SHALL BE REPAIRED By G.C.AT NO COST TO the Written authorization of JURISDICTION PRIOR TO INSTALLATION. INSTALLATION OF ALL EXTERIOR BUILDING SIGNS AS REQUIRED BY CODE. 24. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF DRAWINGS AT THE JOB SITE FOR USE IN DEVELOPER OR TENANT. Framework Architecture,Inc. 3. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL MAKING"RECORD DRAWINGS."ANY REVISIONS SHALL BE NOTED THEREON AND SUBMITTED TO 4. THEFIRESPRINKLER SYSTEM SHALL BE MONITORED BVAN APPROVED CENTRAL STATION. KNOWLEDGE OR EFFORT.PROVIDE SELF-RELEASING LOCKING DEVICES ON EXIT DOORS. 10. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE THE ARCHITECT AT THE COMPLETION OF THE JOB PER THE PROJECT MANUAL.PROVIDE A COPY 34. CONTRACTOR TO INSPECT&VERIFY CONDITIONS OF SITE PRIOR TO CONSTRUCTION&NOTIFY REMOTE STATION OR PROPRIETARY SUPERVISING STATION WHEN THE NUMBER OF SPRINKLERS UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES AT THE SITE.IT FOR THE OWNER PER CONSTRUCTION DOCUMENTS. ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS&SCOPE OF WORK IS ONE HUNDRED OR MORE IN ALL OCCUPANCIES NOT NORMALLY OCCUPIED TWENTY-FOUR 4. A SIGN THAT READS'THIS DOOR SHALL REMAIN UNLOCKED WHENEVER THE BUILDING IS SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR DESCRIBED IN THESE PLANS&SPECIFICATIONS. HOURS A DAY OR PROVIDED WITH ATWENTY-FOUR HOUR GUARD SERVICE. OCCUPIED"WITH A MINIMUM ONE(1)INCH LETTERS SHALL BE PROVIDED ADJACENT TO EXIT DOOR STRUCTURES CONCERNED BEFORE STARTING WORK. 25. THE CONTRACTOR SHALL INFORM THE FIRE DEPARTMENT OF THE REQUIRED FINAL INSPECTION (FRONT ENTRANCE) AND SCHEDULE SUCH INSPECTION. 35. THE G.C.SHALL INCLUDE IN THE BID,THE HIGHEST QUALITY AND GREATEST QUANTITY FOR THE 5. FIRE HYDRANTS SHALL BE TESTED AND APPROVED.FIRE ACCESS ROADS MADE SERVICEABLE 11. THE CONTRACTOR SHALL LOCATE ALL UTILITY CONNECTIONS WITHIN 5-0-OF THE BUILDING LINE. PURPOSE OF RESOLVING ANY CONFLICTS IN THE CONSTRUCTION DOCUMENTS,WHICH ARE PRIOR TO DELIVERY OF COMBUSTIBLE MATERIALS ON SITE.ALL CONSTRUCTION WORK IS 5. "EXIT"SIGNS SHALL BE IN BLOCK LETTERS,A MINIMUM OF SIX(6)INCHES HIGH WITH A STROKE OF PROTECT UNTIL ALL CONNECTIONS AND TESTING ARE COMPLETED.CONTRACTOR SHALL TAG 26. THE ENTIRE WORK PROVIDED FOR HEREIN IS TO BE CONSTRUCTED AND FINISHED IN EVERY PART IMPLIED OR UNDEFINED. SUBJECT TO A STOP WORK ORDER IF ACCESS ROADS BECOME IMPASSABLE OR FIRE HYDRANTS NOT LESS THAN 3/4 INCH.LUMINANCE ON FACE OF SIGN SHALL BE 50 LUX. ALL CONNECTION LOCATIONS WHERE FINISH SURFACES ARE PERMANENT.(I.E.CONCRETE,A.C. IN A GOOD AND SUBSTANTIAL MANNER IN ACCORDANCE WITH THE DRAWINGS AND INOPERABLE. PAVING ETC.) SPECIFICATIONS,TO THE FULL INTENT OF THE SAME.ANY WORK REQUIRED BY LAW,BUT WHICH 36. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN FIELD BY THE OWNERS 6. G.C.SHALL MAINTAIN ALL EXITS,EXIT LIGHTING,FIRE PROTECTION DEVICES AND ALARMS IN 6. "EXIT"SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM SEPARATE CIRCUITS. MAY NOT BE SPECIFICALLY MENTIONED BY LAW,SHALL BE DONE BY CONTRACTORS IN REPRESENTATIVE AND STRUCTURAL ENGINEER PRIOR TO CUTTING/CORING. ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES FOR THE ENTIRE DURATION OF SHOW ON ELECTRICAL PLAN(S).ONE OF THE ABOVE CIRCUITS SHALL BE PART OF THE 12. ALL WORK SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE STATE AND THE ENERGY ACCORDANCE WITH THE LAWS OF THE COUNTY.DISTRICT,OR STATE UNDER WHICH THE WORK. EMERGENCY LIGHTING SYSTEM. RESOURCES CONSERVATION AND DEVELOPMENT COMMISSION REGULATIONS,AND THE JURISDICTION MAY COME AND COST SHALL BE BORNE BY CONTRACTORS.ANY SUCH WORK 37. CONTRACTOR TO BE RESPONSIBLE FOR LOSS OR DAMAGE OF ITEMS NOTED ON PLANS, AMERICANS WITH DISABILITIES ACT(A.D.A.)REQUIREMENTS. SHALL BE DONE IN CONFORMANCE WITH THE PLAN;BOTH AS TO MANNER AND APPEARANCE.ALL WHETHER IN CONTRACT OR NOT IN CONTRACT,ONCE DELIVERED TO SITE. 7. STORAGE,DISPENSING,OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS,FLAMMABLE GENERAL NOTES WORK SHALL BE DONE IN ACCORDANCE WITH THE LOCAL GOVERNING AGENCIES. . GASES,AND HAZARDOUS CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. 13. THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR CONSTRUCTION WATER. 3& IF GRADING OR OTHER CONSTRUCTION OPERATIONS UNEARTH ARCHAEOLOGICAL OR HISTORIC DUST SHALL BE CONTROLLED BY WATERING AS REQUIRED. 27. THE OWNER AND/OR ARCHITECT RESERVE THE RIGHT TO HAVE TESTS MADE WHEN DEEMED ARTIFACTS OR RESOURCES,CONSTRUCTION ACTIVITIES SHALL CEASE UNTIL A QUALIFIED 8. STREET ADDRESS NUMBERS AND/OR SUITE NUMBERS ARE TO BE POSTED IN A LOCATION VISIBLE 1. ALL MATERIALS AND WORK SHALL CONFORM TO THE LATEST EDITION OF THE STATE AND LOCAL NECESSARY.SHOULD THE ARCHITECT ORDER SPECIAL TESTING OR INSPECTION OF A HISTORICAL ARCHAEOLOGIST HAS EVALUATED THE MATERIALS SO THAT THEY BE RECORDED. W FROM THE STREET.NUMBERS SHALL BE A MINIMUM OF 6"IN HEIGHT.NUMBERS SHALL BE OF B ILDING CODER,ORDINANCES AND REGULATIONS AND OTHER GOVERNING LOCAL AGENCIES AS 14. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE ON THE DRAWINGS.DONOT QUESTIONABLE PART OF THE WORK WHICH REVEALS DEFECTS NOT IN CONFORMITY WITH THE DISPOSITION OF ARTIFACTS SHALL COMPLY WITH STATE AND FEDERAL LAWS. e' HIGHLY CONTRASTING COLOR COMPARED TO THE BACKGROUND OF WHICH THEY ARE APPLIED. REUQUIRED.ONE COPY OF THESE CODES AND REGULATIONS SHALL BE MADE AVAILABLE AT SCALE THE DRAWINGS. CONTRACT DOCUMENTS,THE CONTRACTOR SHALL PAY THE COST OF SUCH SPECIAL TESTING OR NUMBERS PLACED ON GLASS SHALL HAVE A CONTRASTING COLOR APPLIED TO THE GLASS. INSPECTIONS INCLUDING THE ARCHITECTS EXTRA SERVICES MADE NECESSARY THEREBY. THE CONTRACTORS FIELD OFFICE DURING CONSTRUCTION. U 15. NO FLOORS TO BE POURED UNTIL ALL ELECTRICAL AND MECHANICAL INSTALLATIONS HAVE BEEN OTHERWISE THE OWNER SHALL BEAR SUCH COST. 9. FD BUILDING KEY BOX:BUILDING ACCESS.A FIRE DEPARTMENT KEY BOX SHALL BE INSTALLED APPROVED BY GOVERNING AGENCIES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE,AND REPORT AT THE MAIN ENTRANCE TO THE BUILDING.NOTE THOSE LOCATIONS ON THE PLANS.THE KEY gryy DISCREPANCIES TO THE ARCHITECT FOR INTERPRETATION AND/OR CORRECTIONS PRIOR TO 28. TESTS SHALL BE MADE IN ACCORDANCE WITH RECOGNIZED STANDARDS BV A COMPETENT, BOX SHOULD BE INSTALLED APPROXIMATELY FEET ABOVE GRADE.THE BOX SHALL BE SIZED i6. TROWEL SLAB FOR SMOOTH FINISH WITH NO TROWEL MARKS SHOWING WHEREVER CONCRETE INDEPENDENT TESTING LABORATORY.ANY MATERIAL FOUND DEFECTIVE OR NOT IN TO HOLD THE MASTER KEY TO THE FACILITY ASS WELL E KEYS FOR ROOMS NOT ACCESSIBLE BY INSTALLATION.COST CORRECTING WORK BASED ON MISINTERPRETATION . CONFORMITY WITH SPECIFICATION STANDARDS SHALL BE PROMPTLY REPLACED OR REPAIRED I "CLEAR"SHALLBE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING u OR UNREPORTED DIMENEN SIONAL DISCREPANCIES SHALL BE BORNE BY THE CONTRACTOR. CONTRACTOR FLOOR IS EXPOSEDRACTOR. Q THE MASTER KEY.SPECIALTY KEYS,SUCH S THE FIRE ALARM CONTROL BOX KEY AND AT THE EXPENSE OF THE CONTRACTOR.SAMPLES REQUIRED FOR TESTING WILL BE FURNISHEDDOOR GENERAL NOTES E a \ - ELEVATOR CONTROL KEYS SHALL ALSO BE NSTALLED IN THE BOX.THE KEV BOX DOOR AND CARPET,PAD,CERAMIC TILE,V.C.T.,ETC. 17. INTERIOR CONCRETE SLABS SHALLBE POURED LEVEL.(UNLESS OTHERWISE INDICATED)1/8" BV THE CONTRACTOR AND SELECTED AS DIRECTED BV THE ARCHITECT. i NECESSARY KEYS ARE TO BE PROVIDED TO THE FIRE INSPECTOR UPON THE FINAL INSPECTION. TOLERANCE ON A 10'-0"EDGE IN ANY GIVEN DIRECTION. THE INSPECTOR WILL THEN LOCK THE KEYS INTO THE BOX. 3. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 29. GENERAL CONTRACTOR SHALL SIGN AND SUBMIT TO THE DEPARTMENT OF BUILDING AND SAFETY 1. ALL HARDWARE SHALL MEET THE REQUIREMENTS OF IBC 2009 ACCESSIBILITY STANDARDS. DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS 18. COVER ALL CONCRETE SLAB SURFACES WITH CURING PAPER BEFORE POURING ADJACENT A"CERTIFICATE OF COMPLIANCE"STATING THAT THE WORK HAS BEEN PERFORMED AND o 10. THE MAXIMUM FLAME SPREAD CLASS OF FINISH MATERIALS USED ON THE INTERIOR WALLS AND AND PROPERTY;THATTHIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO CONCRETE SLABS OR ASPHALTIC CONCRETE PAVING.CONCRETE CONTRACTOR SHALL BE MATERIALS INSTALLED ACCORDING TO THE PLANS AND SPECIFICATIONS AFFECTING 2. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30"&44"A.F.F. CEILINGS SHALL NOT EXCEED CLASS II FOR EXITWAYS AND CLASS III FOR ROOMS OR AREAS PER RESPONSIBLE TO REPAIR ANY SPLASHING OF FRESH CONCRETE. NON-RESIDENTIAL ENERGY. O u o TABLE B-A OF THE IBC BUILDING CODE. NORMAL HOURS:AND THAT THE CONTRACTOR SHALL DEFEND:INDEMNIFY AND HOLD THE OWNER AND THE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN 19 ALL COMBUSTIBLES CONSISTING OF BOXES SCRAP LUMBER ETC ON THE CONSTRUCTION SITE 3. ALL HARDWARE SHALL BE THE LEVER TYPE WHERE REQUIRED AND MOUNTED @ 30"-44"A.F.F. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. . , , . 30. CONTRACTOR TO PROVIDE PARKING SPACES ON SITE FOR BUILDING OFFICIALS ARCHITECTS, 11. THE WATER FLOW SWITCH FOR THE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE MONITORED SHALLBE CLEANEDUPANDDISPOSEDOFINANAPPROVEDMANNERONADAILYBASIS. ETC.THE VEHICULAR ACCESSMUSTBEPROVIDEDANDMAINTAINEDSERVICEABLETHROUGHOUT 4. LATCHING&LOCKING DOORS THAT ARE HAND ACTIVATED&IN THE PATH OF TRAVEL SHALL BE 3 u BY A UL LISTED CENTRAL,REMOTE OR PROPRIETARY MONITORING STATION. 4, ALL COSTS FOR INSPECTIONS,TESTS AND BUILDING PERMITS SHALL BE THE RESPONSIBILITY OF CONSTRUCTION. OPERABLE W/A SINGLE ACTION LEVER TYPE HARDWARE BY PANIC BARS,PUSH-PULL ACTIVATING 12. TAMPER SWITCHES SHALL BE PLACED ON ALL VALVES CONTROLLING THE WATER SUPPLY TO THE - THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS. 20. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL BOLTS,NAILS,FRAMING CLIPS,WASHERS, BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE W/O REQUIRING THE ABILITY TO Y N PLATES,HANGERS,ETC.FOR A COMPLETE INSTALLATION WHETHER OR NOT SPECIFIED OR GRASP THE OPENING HARDWARE. AUTOMATIC FIRE SPRINKLER SYSTEM.VALVES CONTROLLING WATER SUPPLY SHALL INCLUDE: INDICATED ON THE PLANS. P.I.V.,O.S.&V.ON THE DOUBLE DETECTOR CHECK.VALVES ON THE SPRINKLER RISER.OR ANY 5. THE CONTRACTOR TO INCLUDE COST FOR ALL REQUIRED SITE STAKING. OTHER VALVE CONTROLLING THE WATER SUPPLY. 5. PROVIDE CYLINDER GUARDS ON ALL MORTISE OR RIM TYPE CYLINDER LOCKS ON OUTSIDE SIDE ;c OF DOOR WHENEVER CYLINDER PROJECTS BEYOND THE FACE OF DOOR OR IS OTHERWISE o ACCESSIBLE TO GRIPPING TOOLS. E a ENERGY NOTES 6. ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE FROM THE OUTSIDE WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS.IN ADDITION,THEY SHALL HAVE A MIN 1/4"DIAMETER STEEL JAMB STUD WITH 1/4'MIN PROJECTIONS UNLESS THE HINGES ARE SHAPED TO PREVENT 3 e 1. ALL WORK REQUIRED TO MEET CURRENT 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE. REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED. 30 3- 2. PER SECTION 502 EXCEPTION#4 EXISTING ROOF/CEILING,WALL OR FLOORS ARE EXEMPT FROM 7. CLEARANCES FOR GUIDE RAILS SHALL BE AS FOLLOWS: ENERGY CODE COMPLIANCE PROVIDED ALL CAVITIES EXPOSED DURING CONSTRUCTION ARE TO A) 6INCHES MAX BETWEEN RAILS&LEADING EDGE OF DOOR @ THE CLOSEST POINT IN ITS BE INSULATED TO FULL DEPTH WITH INSULATION HAVING A MIN,NOMINAL VALUE OF R-3.0 PER ARC OF TRAVEL INCH AND INSTALLED PER SECTION 502. B) 6 INCHES MAX BETWEEN RAILS&THE DOOR IN AN OPEN POSITION C) 2 INCHES MIN BETWEEN RAIL @HINGE SIDE&DOOR IN AN OPEN POSITION 3. EXISTING EXTERIOR WALLS ARE FURRED OUT IN SOME AREAS.THE EXISTING FURRING AND D) 2INCHES MAX BETWEEN FREESTANDING RAILS&JAMB OR OTHER ADJACENT SURFACE IT 17 INSULATION(IF ANY)IS TO REMAIN.ANY CAVITIES OPENED DURING CNSTRUCTION ARE TO BE 8, POWER OPERATED DOORS MUST CONFORM TO 20091BC. u FILLED PER NOTE#2 ABOVE. I1 NO THUMB LATCHES OR KEYED CYLINDER DEAD BOLTS ALLOWED ON ANY DOORS UNLESS S� 4. ANY EXISTING MASONRY WALLS WITHOUT FURRING AND INSULATION ARE TO REMAIN THE SAME. 9. 0 LlJ IF ANY FURRING WALLS ARE ADDED CURRENT ENERGY CODE OF R-5.7 CONTINUOUS INSULTION IS OPERATED BY A SINGLE ACTION W/A LEVER. �Cl) TO BE PROVIDED. 10. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS&SURFACE BOLTS ARE W N 4 5 8 7 8 9 10 5. MORE ENERGY NOTES FOUND ON SHEET A1.21 AND A1.01. PROHIBITED ON EXIT DOORS. >00 11. EXIT DOORS USED AS PAIRS W/APPROVED AUTOMATIC FLUSH BOLTS SHALL NOT HAVE DOOR 0) ENERGY DESIGN NOTES. KNOBS OR SURFACE MOUNTED HARDWARE ON THE INACTIVE LEAF. O Lf) << 502.4.1 ALL INSULATION MUST MEET R VALUES AND DENSITIES OF THE OREGON ENERGY CODE.ALL 12. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE W/O THE USE OF A KEY,SPECIAL LU LU INSULATION NEEDS TO HAVE ITS R VALUE READILY IDENTIFIABLE. KNOWLEDGE,OR EFFORT&OPEN IN THE DIRECTION OF EGRESS. � J 502.4.1 ALL GLAZING U-FACTORS ARE TO BE DETERMINED,CERTIFIED AND LABELED BY A LICENSED 13. ILLUMINATED EXIT SIGNS @ EACH EXIT TO HAVE GREEN LETTERS A MIN OF 6-HIGH.SUCH SIGNS u o Q O AGENCY OF NFRC TO MEET NFRC 400. SHALL BE SUPPLIED BY A SEPARATE ELECTRICAL CIRCUIT OR HAVE BATTERY BACKUP. Q 502.4.3 ANY NEW PENETRATIONS OR CHANGES TO EXISTING BUILDING ENVELOPE TO BE SEALED, 14. A L HANDICAPPED ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED W1 AT LEAST ONE STANDARD �(~ �Z CAULKED,GASKETED OR WEATHER STRIPPED TO MINIMIZE AIR LEAKAGE. SIGN&W/ADDITIONAL DIRECTIONAL SIGNS VISIBLE FROM APPROACHING PEDESTRIAN WAYS IF REQUIRED. O Q J 502.4.7 RECESSED LIGHTING FIXTURES IN BUILDING ENVELOPE MUST BE 1C RATED AND MEET ASTM 15. PROVIDE A 5"BY 5'SYMBOL OF ACCESSIBILITY AT ALL PRIMARY BUILDING ENTRANCES WHEN Lt.I LY E283 AND BE LABELED AS SUCH. REQUIRED. "`/ 19 Q 101.4.2 VESTIBULE NOT REQUIRED 0 � � 16. ALL ENTRANCES 8 ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS 8 FACILIT as 3e BE MADE ACCESSIBLE TO PERSONS W/DISABILITIES. IES SHALL LIGHTING NOTES. 17. MAXEFFORTTO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS&5 POUNDS FOR INTERIOR DOORS,SUCH PULL OR PUSH EFFORT BEING APPLIED @ RIGHT ANGLES n - - - - - - - 505.2.2 ALL SPACES MUST BE CONTROLLED WITH SEPARATE SWITCHES PER SPACE TO HINGED DOORS&AT THE CENTER PLANE OF SLIDING FOLDING DOORS.COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED A MEET THE ABOVE STANDARDS. 505.2.2.3 DAVLIGHTED ZONES AS DEFINED SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS. WHEN FIRE DOORS ARE REQUIRED,THE MAX EFFORT TO OPERATE THE DOOR MY BE INCREASED EXCEPTIONS:RETAIL SPACES LESS THAN 350 SO.FT.EXEMPT WI OCCUPANCY SENSORS TO THE MAX ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY-NOT TO EXCEED 15 POUNDS. PERMIT SET 505.2.2.3 ALL SPACES NEED TO BE EQUIPPED WITH AUTOMATIC SWITCHES(OCCUPANCY SENSORS WHEN 18. AUTOMATIC SLIDING DOORS ARE TO BE CONSTRUCTED PER ICBO,FIRE DEPARTMENT 81BC .1 POSSIBLE) STANDARD REQUIREMENTS FOR DOOR BREAKAWAY HARDWARE(REFER TO SPECIFICATIONS). 06.0.I. 0 I I J PROVIDE SIGN ON EACH LEAF:"IN AN EMERGENCY,PUSH TO OPEN'. NOSH 505.4 EXIT LIGHTS 5 WATTS MAX 19. ALL FIRE RATED DOORS&ALL EXTERIOR SWINGING DOORS SHALL HAVE CLOSERS. h gam" °9 LIGHTING NOTE. 20. FIRE RATED DOORS SHALL BE A LABELED RATED ASSEMBLY W/SMOKE GASKETS&BE PLAN SELF-CLOSING. NORTH k g k ? ? PER OSSC 1006,THE MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL 21. CORRIDOR&PASSAGE WAYS ARE 44"CLEAR WIDTH MIN.DOOR SWINGS INTO EXIT CORRIDORS W TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.THE MEANS OF EGRESS SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN HALF. S - U ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL.THIS INCLUDES THAT PORTION OF A MEANS OF EGRESS SYSTEM BETWEEN THE TERMINATION OF AN EXIT AND A PUBLIC WAY. .W Q 22. WEATHER STRIP ALL EXTERIOR DOORS W/GASKET-TYPE WEATHER STRIPPING. THE POWER SUPPLY SHALL NORMALLY BE PROVIDED BY THE PREMISES'ELECTRICAL SUPPLY.IN THE EVENT z OF ITS FAILURE,ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM FOR 23. ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE INTERNATIONAL MEN'S& S O5 U OCCUPANCIES WHERE TWO OR MORE EXITS ARE REQUIRED.THE EMERGENCY POWER SYSTEM SHALL WOMEN'S SYMBOL.ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES AN EQUILATERAL q0+ W PROVIDE POWER FOR NOT LESS THAN 90 MINUTES. ti O 2 b �p TRIANGLE FA THICK W/EDGES 12"LONG&A VERTEX POINTING UPWARD&GEOMETRIC SYMBOLS � ¢N SANITARY FACILITIES,A CIRCLE 1/4"THICK&12"IN DIAMETER.THESE GEOMETRIC SYMBOLS OW F SEE ELECTRICAL PLANS FOR LIGHTING DESIGN AND REQUIREMENTS SPECIFIC TO THIS PROJECT SHALLBE LOCATED ON THE WALL ON THE LATCH SIDE OF THE DOOR&THEIR COLOR&CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR&CONTRAST OF THE DOOR. 24. GLASS DOOR,ADJACENT PANELS,&ALL GLAZED OPENINGS WITHIN 18"OF THE ADJACENT FLOOR E D _"S SHALL BE OF GLASS APPROVED FOR IMPACT HAZARD. 25. GLASS DOORS,ADJACENT PANELS,&ALL GLAZED OPENINGS WITHIN 24"OF ANY DOORS SHALL BE OF GLASS APPROVED FOR IMPACT HAZARD. EXITNG NOTE: 28. REFER TO MECHANICAL PLANS FOR UNDERCUTS OF DOORS. SEAR or MNSIISIOLOM DIAGONAL OF SALES AREA IS: 166'-10" 1/3 OF DIAGONAL IS: 55'$" 27. A FLOOR OR LANDING NOT MORE THAN 1/2'BELOW THE THRESHOLD SHALL BE PROVIDED ON �❑ - O - - - - - - DISTANCE BETWEEN TWO FRONT EXITS 11T-10"THUS OK. BOTH SIDES OF EXIT DOORS. WILLIAM-ID A-ISTER,ARCHITECT © MAXIMUM TRAVEL DISTANCE ALLOWED: 250'-0' 28. PROVIDE NOT MORE THAN 1/4'GAP UNDER ALL INTERIOR EXIT DOORS(TYPICAL). - - - - - - - MAX.TRAVEL DISTANCE IN SALES: 196'-8"THUHUSS K. 29. THE LOWER to-OF ANY DOOR SHALL HAVE SMOOTH PLANE SURFACE. DATE oESCIPiION ❑ MAX.TRAVEL DISTANCE IN STOCK AREA: 196'-THUS OK DISTANCE BE EENExirs=„r-,o• EXITING CALCULATIONS: ADA - DOOR NOTES JFI fU SALES FIE OR/RESTROOMS/OFFICES: 13,407130=447 OCCUPANTS MINIMUM NUMBER OF EXITS REQUIRED(TABLE 1019.1)=2 1. THIS PROJECT SHALL COMPLY WITH ALL FEDERAL AMERICANS WITH DISABILITY ACT REGULATION ACTUAL NUMBER OF EXITS PROVIDED=2 AND ALL LOCAL ACCESSIBILITY REGULATIONS. MINIMUM EXIT WIDTH REQUIRED=447 89.4' ACTUAL EXIT WIDTH PROVIDED=204"THUS OK 2. THRESHOLDS SHALL BE NO HIGHER THAN 112"ABOVE THE FLOOR.EDGE TO BE BEVELED WITH A 0 o SLOPE NO GREATER THAN 1 IN 2. STOCKROOMS: 4,527/300=16 OCCUPANTS 3. DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE,MOUNTED 30'TO 44'ABOVE THE DRAWN BY CE MINIMUM NUMBER OF EXITS REQUIRED(TABLE 1019.1)=2 FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS.FOR INTERIOR DOORS. CHECKED BY BP ACTUAL NUMBER OF EXITS PROVIDED=1 4. ACCESSIBLE DOORS MUST BE MINIMUM T-0"W x 6'-8"H.MODIFY IF REQUIRED. MINIMUM EXIT WIDTH REQUIRED=16 X Z2 3.2"(36'min.) JOB#: 15-040 UACTUAL EXIT WIDTH PROVIDED=38 5. TH S OK PROVIDE 18"CLEAR SPACE AT STRIKE/PULL SIDE ON INTERIOR DOORS AND 12"CLEAR AT " STRIKE/PUSH SIDE OF DOORS WI CLOSERS. TOTAL OCCUPANCY LOAD= 463 OCCUPANTS 6. FLOOR SHALL BE LEVEL THROUGHOUT. EXITING PLAN APPROX NUMBER OF EMPLOYEES=35 7. REGARDLESS OF THE OCCUPANT LOAD SERVED,EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.EXITING PLAN SCALE 8. PROVIDE TACTILE EXIT SIGN AT ALL GRADE LEVEL EXIT DOORS. AT GO.OLf/� 1 9. ILLUMINED EXIT SIGNS TO BE PROVIDED AT ALL EXIT DOORS. 1/16"=1'-0" REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional service is the property of Framework Architecture,Inc. and is not to be used,in whole or in part,for any reason without the written authorization of Framework Architecture,Inc. W C H W _ .. • -r� t - _ 3�� _ m: �oW �,, r- «f .� .T, ,,, v;•{'�.i .: AREA OF �;� - * WORK 10 '� r • �. I 1 IF ram• -f� LU =M W N 0 O 0 8) Q Q 1 W W �Z O =0 a0 "► �R � H H z <p�cn r o Zi LIJ PERMIT SET 06.01.15 �R-. ', • - PLAN NORTH WI AM DA HPADISTER,A DATE DESCIPTION DRAWN BY CE CHECKED BY BP JOB#: 15-040 SITE PLAN SITE PLAN SCALE A0.01 1"=20'-0" CLEAR PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE THREADED OR WELDED CAP REUSE OF DOCUMENTS ANY AMOUNT WIDTH NOTE: NOTE: NOTE: NOTE: This document,and the ideas LETTERS AND NUMBERS: X=36"MIN.IF Y=60" 'Y=48"MIN.IF DOOR HAS ° 'Y-54"MIN.IF DOOR 'Y=48"IF DOOR 1. WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1:1. 1-3/4"MIN STD GALVANIZED O O O and designs incorporated,as an ♦LOBBY 4"MAX X=42"MIN.IF Y=Sy',' BOTH A CLOSER&LATCH HAS A CLOSER HAS ACLOSER. U instrument of professional 2. STROKE WIDTH TO HEIGHT BETWEEN 1:5 AND 1:10. �' z z PIPE(ASTM A53) 3. CONTRAST CHARACTERS AND SYMBOLS WITH ? 54"MIN. X X O O O U Service i$ the property of BACKGROUND. X - ' \0 22"MIN. Framework Architecture,Inc. 4. SANS SERIF CHARACTERS. 12"MIN.` e v M and is not to be used,in whole v " ° 1/4"0 GALV"U"BOLT W/ y y / N or in part,for any reason without GALV NUTS O the written authorization of SIGNS/PICTOGRAMS: r=7 i� ~ \ Framework Architecture,Inc. 5. PICTOGRAMS/PICTORIAL SYMBOL SIGNS SHALL BE m i H. =Z O/ n� ACCOMPANIED BY THE EQUIVALENT VERBAL F z= U L 32"MIN. 32"MIN. 1/8"THICK GALV BRACKET 2$/H"OCvDESCRIPTION PLACED DIRECTLY BELOW THE F 2r�r CLEAR,NP. CLEAR.NP. \ PICTOGRAM.THE BORDER DIMENSION SHALL BE 6" FIBER WASHER MIN HEIGHT. HINGE SIDE APPROACH nLATCH SIDE APPROACH 6. CHARACTERS AND BACKGROUNDS SHALL BE OF 3/16"0 GALV BOLT(THRU SIGN) FIGURE A FIGURE B W/GALV WASHER&NUT NON-GLARE,CONTRASTING COLORS. CANE HITS i 7. SIGNS/PICTOGRAMS SHALL BE INSTALLED ON THE POST OR NOTE:X=12"IF DOOR HAS BOTH CLOSER AND LATCH (ROUND HEAD BOLT) DETECTABLE WARNING \ // 1„ WALL ADJACENT TO DOOR LEADING TO THE ROOM PYLON PULL SIDE PUSH SIDE \ OR SPACE THEY DESCRIBE AND @ 60"AFF TO SIGN BEFORE a a METAL SIGN \ CENTERLINE&WHERE A PERSON MAY APPROACH PERSON HITS 24"PREF. / $� /4" I { WITHIN DOF SIGNAGE WITHOUT ENCOUNTERING OBJECT 18"MIN. X(12"MIN) o� P PROTRUDING OBJECTS OR STANDING WITHIN THE z z NOTE: DOOR SWING AREA. ANE RANGE ANE RANGE � � � MASCO CAST INTACT-CAST IN-PLACE 8. VERTICAL CLEARANCE @ SUSPENDED SIGNS WITH DETECTABLE WARNING PANEL 36"X24" w MINIMUM HEADROOM OF 80"REQUIRE MIN 3" NOTE:ALL DOORS IN PART#MATP32-COLOR YELLOW OR CHARACTER HEIGHT MEASURED BY USING ALCOVES SHALL COMPLY SIGN POST PER CITY REQUIREMENTS / H RAISED UPPERCASE"X"CHARACTERS AND NUMBERS N WITH THE CLEARANCES W SHALL BESIZED ACCORDING TO VIEWING DISTANCE "''kkkk nFRONT APPROACH FOR FRONTAPPROACHES \ FROM WHICH READ.LOWER CASE CHARACTERS FIGURE C FIGURED TRUNCATED DOME 2 PERMITTED. ADA REQUIREMENTS SCALE G ADA DOOR REQUIREMENTS SCALE ,�2 ANCHORAGE SCALE 8 ADA HAZARDS REQUIREMENTS SCALE 4 a E< ® SIGN LOCATIONS: PROTRUDING OBJECTS 1/4„=1,_O„ V APPROACH REQUIREMENTS 1/8„=1,_O„ POST MOUNTED SIGNS-TYPICAL 1/4„=1,_O„ DETECTABLE WARNING DEVICE-TRUNC DOME 6„=1,_O„ oP le 9. ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH m- MINIMUM OF ONE STANDARD SIGN. o 10. ADDITIONAL DIRECTIONAL SIGNS ALONG WHITE BORDER _ 1/2"RADIUS d ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. HI eos VEHICLES scaces w BLUE BACKGROUND FIN FLOOR EVEN "ENTER LINE OF STALL O u 6 11. BUILDINGS REMODELED TO PROVIDE ACCESSIBLE Z unNG DiST11GuiSHABLE LUE BACKGROUND,,TYP. c SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE _ 1"HIGH WHITE LETTERS WHITE CHARACTERS,TYP. m t TH INFORMATION POSTED IN THE LOBBY AS PART OF �� T wsD LUE BACKGROUND 3 o THE BUILDING DIRECTORY. =)R EZEEMEDAT VEUic�es 1/2"MAX PILE HEIGHT _ a ® sr�/L vnoND T "" THRESHOLD PAEE441 NG EFLECTORIZED SIGN E N Nc t�.an"o" me.rt CONSTRUCTED OF PORCELAIN INTERNATIONAL SYMBOL OF ACCESSIBILITY: BOT OF SIGN WHITE BORDER O LY STEEL WITH BEADED TEXT OR ; 12. STANDARD USED TO IDENTIFY ACCESSIBLE ELEV.3'-0"MIN AFF COMPRESSED CARPET 1/4"MAX EQUAL o FACILITIES. N 22"MIN BELOW THRESHOLD Z E E a PROPORTIONS �1 TRANSITION BETWEEN FLOOR FINISHES _ INTERNATIONAL 13. WHITE FIGURE ON BLUE BACKGROUND,COLOR 17 MIN WHITE SYMBOL A SIGN OF #15090 ON FEDERAL STANDARD#595A. _ ACCESSIBILITY 14. WHEN ENFORCING AGENCY DETERMINES,IF NOTE: O ACC S IBLE ;u 2 VAN ACCESSIBLE PARKING SIGN APPROPRIATE,SPECIAL DESIGNS AND COLORS MAY UNAUTNo ZE VEHICLES 1. OWNER TO PROVIDE ADDRESS AND �1 1/2"MAX ih WHERE INDICATED ON PLAN G BE APPROVED. I-ED1 D i ED TELEPHONE INFORMATION MI UM T;- A NOES.T DSE AYING SPACES 2. VERIFY RECLAIMED LOCATION AND PHONE FIN 250 NUMBER W/OWNER PRIOR TO FABRICATION BRAILLE: Z isi oa ucE s EuresnO 3. REFER TO SITE PLAN FOR SIGN LOCATIONS / I1 15. USE CONTRASTED GRADE 2 BRAILLE DOTS TO BE ssuID cpa�sas E 4. PROVIDE SIGN AT EACH STREET ENTRANCE 1/4"MAX TO TOP OF IIJ� wiTN DISA canes 2"X2"GALV.STEEL ■�� 0.01 INCH ON CENTER IN EACH CELL. - MAYSET E AWAV AT WALKING 04 -ER"EE��EENSE. B THRESHOLD POST WHERE REQ. 16. 0.02 IN SPACE BETWEEN CELLS. N -ED VE iMgE..AvaE SURFACE 17. DOTS RAISED MINIMUM 0.0025 INCH ABOVE aEc DAT NOTE:FOR TYPICAL � -- BACKGROUND. aeYi1�E"HIoNiN 1/4'MAX SIGNAGE NOTE: TERNATIONAL INTERNATIONAL T-0"MIN. PLACEMENT REFER uJ olreMnn n "meerlG 1. SIGN TO BE CENTERED AT THE INTERIOR END OF THE PARKING STALL TOO SYMBOL SYMBOL OF TO SITE PLAN ACCESS FOR / 2. AREA OF SIGN TO BE A MIN.OF 70 SQ.IN. Cl) GALV STEEL POST 3. DESIGNATE FOR"VAN ACCESSIBLE"WHERE APPROPRIATE cc�� HEARING SEE SHEET A0.00 FOR NOTE:REFER TO SITE 2� W N IMPAIRED 4 WHERE REQUIRED LEVEL CHANGES PROJECT MANUAL FOR 4. WHEN BOTTOM THE OF PATH OF TRAVEL,SIGN SHALL NI POSTED. A MIN.60 L FROM >CO C' CORRECT LAYOUT PAINTING INFORMATION BOTTOM OF SIGN TO BE AT 60 PARKING SPACE FINISH GRADE.WHEN WALL MOUNTED, O Q Q ADA SIGNAGE SCALE ADA SIGNAGE-PARKING SCALE ,�5 ADA THRESHOLD SCALE ,�,� ADA PARKING SIGNAGE SCALE 7 ADA REQUIREMENTS SCALE 3 w SIGNS AND PICTOGRAMS 3/4"=1'-0" UNAUTHORIZED PARKING-WALL OR POST MTD 1"=1'-0" REQUIREMENTS AND LEVEL CHANGES-TYP 3"=1'-0" PAINTED ON PAVEMENT-TYP 1"=1'-0" PROTRUDING OBJECTS 1/4"=1'-0" LU Q O 32"CLEAR 6"MIN ,y�1.. o� O =~ 2"X2"GALV.STEE TUBE POST Z 4"PRFER 24"MIN EXTERIOR&18" CLEAR OPENINGS MUST BE BLUE BACKGROUND TYP V U 1 48"MINIMUM l WHERE ADJACENT MIN INTERIOR BEYOND BETWEEN THE DOOR IN ITS WHITE SYMBOL TYP W OBSTRUCTION OR STRIKE EDGE OF A 9 STOP 90 DEGREE OPENING '� o rEQUIRED ji WgLL OCCURS GATE OR DOOR ON THE POSITION AND THE FACE OF ENTRANC WHITE LETTERING TYP " Q m CLEAR SPACE %�� B.O.SIGN-WALL MOUNTED O w 12"MIN IF DOOR SIDE TOWARD WHICH I7 THE STOP. F u.- z HAS BOTH A SWING T-O"MIN ABOVE FINISH GRADE PLAN VIEW O w 32"MIN !%i ��SINGLE DOOR VERSION A of V O � CLOSER AND A LATCH z� CLEAR /�� w 32"CLEAR LL 00 0 v CLEAR OPENINGS FOR TWO J LEAF DOORS MUST BE a BETWEEN EITHER DOOR IN c? BLUE BACKGROUND TYP - 18"MlN so° �\ ITS IT DEGREE OPEN WHITE ARROW SYMBOL SIGN-USE(2)3/8"0 X 3-1/2"RHM BOLTS PERMIT SET ❑ POSITION AND THE EDGE OF z INTERIOR - DIRECTION VARIES TYP &NUTS FOR SIGN MOUNTING C q I C 24"MIN THE OTHER DOOR SO SIGN-WALL MOUNTED 06.0 I.I J EXTERIOR O �1 DOUBLE DOOR NOTE: REQUIRE 60"MIN Q 3'-0"MIN ABOVE FINISH GRADE w OF BUILDING ❑ VERSION B ALL BUILDING ENTRANCES a CLEAR SPACE 32"CLEAR PLAN L-----J THAT ARE ACCESSIBLE TO % J. TH MIN INTERIO AND USABLE BY PERSONS w 2"X 2"GALV STEEL TUBE POST NORTH 6"MIN WITH DISABILITIES SHALL 24"MIN EXTERIOR AN ADULT SIZE WHEELCHAIR BE IDENTIFIED WITH D LEAST ONE STANDARD I I AVERAGES 271QUIRE 3 z ® SIGN AND WITH LJ DOOR �1 RAMP LANDING @DOORWAY WIDTH.THE REQUIRED 32 � ADDITIONAL DIRECTIONAL INCH OPENING ALLOWS 2 1/2 SIGNS,AS REQUIRED,TO INCHES ON EACH SIDE FOR SO SIGN-WALL MOUNTED BE VISIBLE TO PERSONS - ONC.FOOTING 9"X 9"X 1'-6" HANDS. T-0"MIN ABOVE FINIS GRADE DE ALONG APPROACHING 48"MIN 1 DOUBLE DOOR VERSION C PEDESTRIAN WAYS PULL SIDE v L- ADA DOOR REQUIREMENTS SCALE ^ ADA ENTRANCE/EXIT SIGNAGE SCALE 10 SIGN POST SCALE 6 c D I CLEAR WIDTH FOR DOORS AND PASSAGES 1/4"=1'-0" �+ ACCESSIBLE ENTRANCE/ROUTE 1-1/2"=1'-0" TYPICAL 3/4"=1'-0" 1 32"MIN z DOOR TYPE: CLEA 18"MIN 36"MIN 1. MINIMUM 10"HIGH SMOOTH SURFACE AT DOOR BOTTOM.EITHER ATTACHED PANEL �� INTERIOR OR BOTTOM RAIL. STAR a WASP 0i0M 24"MIN EXTERIOR HARDWARE: OF BUILDING 2. OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. Wi AM DA HAaDISTea A z 12" MIN z 3. OPENABLE BY SINGLE EFFORT,LEVER-TYPE DEVICE(NOT REQUIRING GRASPING). 4. MOUNTED 36"TO 42"AFF. L1 DATE DesciETioN v - 5. MAXIMUM 85 LBS EFFORT TO OPERATE EXTERIOR DOOR,5 LBS FOR INTERIOR. PUSH SIDE UBBER BUMPER 54"MIN 41 ON CHAIR 'NOTE:48"MIN IF DOOR HAS BOTH A LATCH AND A CLOSER C VESTIBULE CORRIDOR 36"TO 42"LEVER OR U-SHAPED HANDLELl DRAWN BY CE 10"MI CHECKED BY BE NOTES: BOTTOM RAIL 1. CLEAR SPACES MUST BE LEVEL TO PREVENT WHEELCHAIRS FROM ROLLING WHEN THE DETAIL OR PROVIDE JOB#: 15-040 OCCUPANT RELEASES THE WHEEL GRIPS TO REACH FOR THE DOOR.1/4"PER FOOT IS KICK PLATE ALLOWED FOR DRAINAGE. 1. AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A15610-1985 SLOW OPENING, SITE/BUILDING 2. WHERE DOORS OPEN ONTO,BUT NOT INTO A CORRIDOR,THE REQUIRED LEVEL AREA LOW POWERED DOORS.DOORS SHALL TAKE AT LEAST THREE SECONDS 70 OPEN ACCESSIBILITY DETAILS BEYOND THE DOORS MAY BE A MINIMUM OF 48".FOR ADDITIONAL INFORMATION,REFER BEFORE BACK CHECKING AND NOT REQUIRE MORE THAN A 15 POUND FORCE TO STOP TO APPLICABLE NOTES ON TYPICAL ACCESSIBILITY NOTES SHEET. THE DOOR MOVEMENT.THE DOOR OPENING FORCE OF A POWER ASSISTED DOOR SHALL COMPLY WITH SECTION C5212.ITS CLOSING SHALL CONFORM WITH ANSI. ADA DOOR REQUIREMENTS SCALE 1 7 ADA DOOR REQUIREMENTS I SCALE 113 AO"02 CLEARANCES 1/4"=T-0" I GENERAL 1/4"=T-0" TOILET ACCESSORIES A TOILET FIXTURES F FLUSH CONTROL IS REUSE OF DOCUMENTS TA SOAP DISPENSER(B822) TA FULLY RECESSED PAPER TOWEL DISPENSER 8 TA SURFACE MOUNTED(20 GAL)WASTE RECEPTACLE TF WATER CLOSET.SEE PLUMBING SHEETS 10 OPERABLE W/ONE This document,and the ideas 1 4D WASTE RECEPTACLE(B3803) 15 (B275) 1 x HAND 8 DOES NOT and designs incorporated,as an I Qz REQUIRE TIGHT instrument of professional T26A 16 RECESSED TOILET TISSUE DISPENSER 2 WALL HUNG URINAL SCREEN.24"MAX DEPTH 10"MIN O GRASPING, service is the property of RECESSED TOILET SEAT COVER DISPENSER 8 ROLL RECESSED PAPER TOWEL DISPENSER(B362) To TISSUE DISPENSER(B3474) Q PINCHING,OR Framework Architecture,Inc. TWISTING OF THE and is not to be used,in whole TA PARTITION MOUNTED T/2 FOR HC(B3471)(ONE SIDE TA SURFACE MOUNTED PAPER TOWEL DISPENSER 8(12 TA SURFACE MOUNTED TOILET TISSUE DISPENSER TF HEAVY DUTY STAINLESS STEEL TOILET PARTITION ~ WRIST-5 LEIS MAX or in part,for any reason without 2A FLUSH) 5A GAL)WASTE RECEPTACLE(63944 W/SKIRT) 17 (62888) 2A RAISED SYMBOL-MEN OR WOMEN _� PRESSURE TO the written authorization of TA TA TA TF Wq ER CLOSET gEE PLUMB PROFILE-COORDINATE WITH OPERATE Framework Architecture,Inc. 2B T/2 MOUNTED ON TOILET PARTITION(B347) 6 RECESSED COMBINATION SANITARY NAPKIN 8 18 BABY DIAPER CHANGING STATION 3 WALL HUNG WATER CLOSETING SHEETS. FLOOR PLAN ROOM NAMES. TAMPON VENDOR(315887 x 25 CENTERLINE) TA T/2 SURFACE MOUNTED ABOVE(B3479) TA SURFACE MOUNTED T/6 ABOVE(316988 x 25 TA ELECTRIC HAND DRYER-DYSON AIRBLADE VAB12 TF WALL HUNG WATER CLOSET.STAINLESS STEEL z F 2C 6A CENTERLINE) 19 3S 30" 30"WIDE x 48"DEEP TA RECESSED TOILET SEAT COVER DISPENSER,NAPKIN TA RECESSED SOAP DISPENSER(B306) TA 18"TOILET GRAB BAR(B6806x18) TF WALL HUNG URINAL - RAISED SYMBOL CLEAR AREA 3 DISPOSAL,8 TOILET TISSUE DISPENSER(B3574) T 20 q TA TA NOTES: TF WOMEN 1""MENS RAISED LETTERS-"BOYS","GIRLS", 3A PARTITION MOUNTED(ONE SIDE FLUSH)T/3 FOR USE 7A SURFACE MOUNTED T/7 ABOVE(B2111) 4S WALL HUNG URINAL.STAINLESS STEEL ","WOMENS",OR"UNISEX"- URINAL PARTITION IN HC COMPARTMENT(B3571) V.OMEN ALL SWITCHES/CONTROLS/THERMOSTATS,ETC.ARE TO BE COORDINATE WITH FLOOR PLAN TA TA INSTALLED AT A RANGE OF 15"TO 48"FOR FORWARD REACH TF ROOM NAMES. 3B T/3 MOUNTED ON TOILET PARTITION(8357) 8 GRAB BAR MOUNTING OR 9"TO 54"FOR SIDE REACH,ABOVE THE FLOOR(CBC 5 WALL HUNG LAVATORY 1117B.6.3 AND CEC 380).RECEPTACLE OUTLETS ARE TO BE GRADE#2 BRAILLE _ TA SURFACE MOUNTED T/3(B3579) TA TOILET GRAB BAR(36"OR 42")(B6806-36 OR B6806-42) INSTALLED AT LEAST 15"ABOVE THE FLOOR(CBC 11178.6.3 TF WALL HUNG LAVATORY.STAINLESS STEEL w 3C 9 AND CEC 210). 8 a C &- TA TA FAUCET CONTROLS AND OPERATING MECHANISMS AT TF w SURFACE MOUNTED MULTI-ROLL TOILET TISSUE MIRROR W/5"DEEP SHELF(13292 2436) COUNTERTOP LAVATORY 3D 10 COMMON USE BREAK ROOM SINK AREA.THE CONTROLS 7 14" H DISPENSER(B288) SHALL BE SUCH THAT THEY SHALL:(1)BE OPERABLE WITH MIN = TA TA ONE HAND AND SHALL NOT REQUIRE GRASPING PINCHING OR TF U RECESSED PAPER TOWEL DISPENSER 8(12 GAL) SURFACE MOUNTED CONDOM VENDOR(B2801) WALL HUNG LAVATORY W/STAINLESS STEEL SHELF 4 11 TWISTING OF THE WRIST;(2)REQUIRE NO MORE THAN 5 LBS 8 Q WASTE RECEPTACLE E3944) SBENT STEEL BARRIER CURB ATTACHED TO FLOOR ADA SANITARY FACILITIES SCALE $ ADA SANITARY FACILITIES SCALE 4 Ea FORCE TO ACTIVATE;AND(3)BE LEVER OPERATED,PUSH TA RECESSED WASTE RECEPTACLE(12 GAL)(B3644) TA SURFACE MOUNTED TOILET SEAT COVER TYPE,ELECTRONICALLY CONTROLLED,OR SIMILAR(CBC RESTROOM SIGNAGE 3"=1'-0" URINAL REQUIREMENTS-TYP 1 " 4A 12 1115B2.1.6.1) DISPENSER(B221) m SYMBOL DESCRIPTION: PROVIDE BACKING FOR (A TA FULLY OR PARTIALLY RECESSED PAPER TOWEL TA SANITARY NAPKIN DISPOSAL(B254) NOTE:DESIGNATIONS SHOWN ON THIS GENERAL GUIDE DO ON DOORWAYS LEADING TO VERTICAL GRAB BAR O"o 4B DISPENSER 8(12 GAL)WASTE RECEPTACLE(B3900) 13 NOT NECESSARILY MATCH THOSE SHOWN ON SHEET A-4.01- "MEN'S"SANITARY FACILITIES,AN TA REFER TO SHEET A4.01 DESIGNATIONS,FIXTURES,AND EQUILATERAL TRIANGLE 1/4" _D TA ! METAL BACKING PLATE FOR m o FULLY RECESSED WASTE RECEPTACLE(B367) SURFACE MOUNTED PAPER TOWEL DISPENSER ACCESSORIES AS PERTAINS TO THIS PROJECT. O THICK W/EDGE 12"LONG 8 A c D 4C 14 O GRAB BARS u D. (B4262) VERTEX POINTING UPWARD S ON IJ "WOMEN"SANITARY FACILITIES,A (`]Y 2 TF TA TA TA TA TA TA TA TA TA TA TF TF TF TA TA TA TF TF TA TA TA TA TA TA TA TA TA TA W MEN CIRCLE 1/4"THICK 8 12"IN 3S 17 2 2A 2B 2C 3 3A 3B 3C 3D 4S 8 5 9 11 6A 5 8 10 7 14 4 4A 4B 4C 4D 5 SA DIAMETER.THESE GEOMETRIC 60"MIN 48"MIN SYMBOLS SHALL BE CENTERED ; TF TA TA TA TF TF TA TA TF TA TA ON THE DOOR @ A HEIGHT OF 60" C.L. E a 3 16 9 12 4 8 8 8 6 1"MIN ��-� ��-�� B THEIR COLOR AND CONTRAST a =_ 19 18 SHALL BE DISTINCTLY DIFFERENT CIL P CIE E GE OF FROM THE COLOR 8 CONTRAST d ; 8"-41"DEN R TA SNK TO 'I/2" r ;R L OF COAT HOOKS OF THE DOOR. 20 �kK 24"MIN RAB BARS AUT RE NOTED DI ENSERJ � -r - 3 WHERE NOTED _ 42' fi" 36-MIN � � CLEAR ACRYLIC i --` -_-_- PLASTIC IT w � n � LID IN OPEN. m '� o z/ r l 8" ¢ ° a w w o RADIUS CORNER CIL u G POSITION ;7 Y U N o z z O i a RESTROOMS SUPPLY VERTICAL BACKING 0 4 a O w o WHERE SIDE BACKING IS Ind 0 LLI TAMPION o o ^ z 6' _ a o 0 3 a SILICONE CAULKED NOTE: NOT POSSIBLE IJ Cl) 29"-bifN o u, u_ " r, o m o w+o S 1'-O" /8" EDGES ALL ROUND THE AREAS OUTLINED IN DASHED LINES Z N DISPOSAL REPRESENT LOCATIONS FOR FUTURE �2� W N 42' v INSTALLATION OF GRAB BARS FOR TYP UV >W PAPER 18"MIN TO OUTLET WALL-MOUNTED FLOOR-MOUNTED INSULATE EXPOSED PIPES AND 1'-5" i6"TO 18 BOTTOM OF MIRROR INSU EXPOSED PIPES AND HOT AIR DRYER FIXTURE CONFIGURATIONS. O Q 01) DISPENSER 48'MAX TO OUTLET WHERE SHOWN HOT AND COLD SUPPLY LINES MIN REFLECTIVE SURFACE AND COLD WATER SUPPLY LINES 1/4" O F <Q ADA SANITARY FACILITIES-GENERAL GUIDE SCALE ADA SANITARY FACILITIES SCALE 7 ADA SANITARY FACILITIES SCALE 3 T, W MOUNTING HEIGHTS-RESTROOM TOILET FIXTURES&ACCESSORIES 3/8"=1'-0" RESTROOM SIGNAGE 1-1/2"=1'-0" GRAB BAR MOUNTING PLATES 1/2"=1'-01. � a O EQ EQ V-0" 1'-0., 4„ o,Clh\ O = METAL STUD METAL STUD CLEARANCE FOR WALL MOUNTED afl VvMU) � 1-- TYPICAL (9 DOOR WALL SIGN PROTRUDING OBJECTS: V U� Z 6 RECESSED FOUNTAINS: SIGN WHERE WHERE [1 Q J FACE OF GYPSUM BOARD OCCURS OCCURS OBJECTS THAT PROTRUDE BEYOND 4" I��J�J W 1. WITHIN ALCOVES MINIMUM 18" \ / < FROM THE WALL MUST BE MOUNTED SO p DEEP 8 32"MIN CLR WHEN AOR CERAMIC TILE WHERE TYPICAL THAT PART OF THE OBJECT IS BELOW 27" CO Q 0. 7 SINGLE FOUNTAIN ISOCCURS ROOM ID SIGN \OPEN/ FROM THE FLOOR IN ORDER TO OVERLAP0 OV�GV� 6`• PERMITTED. 12"H x 36"W x 1/8'THICK STEEL THE CANE DETECTION RANGE SPECIFIED �N A.CONTRACTOR SHALL USE BACKER PLATE WELDED TO STUDS z \/ z BY ADA STANDARDS. I(1 THE SIZE OF THE WATER OR ATTACH W/(3)#12 SMS @ EA C� FOUNTAIN TO BE USED TO STUD-EXTEND(1)STUD BEYOND m 0 w SIZE THE ALCOVE6 x 10 GA STEEL PLATE EQUIPMENT MOUNT ACCORDINGLYWELDED TO STUDS- \ o O /\ O FORWARD REACH (COMPLYING W/MFRGRAB D(R)STUD BEYOND n r / \ Lo r - g z REQUIREMENTS AND r O MAXIMUM HIGH FORWARD REACH z z N �U ALLOWED SHALL BE 48". ye* RECOMMENDATIONS)AS cwj / \ U Q MINIMUM LOW FORWARD REACH PERMIT SET 2q,MTh, WELLAS COORDINATINGOD STAINLESS C .I .1CW/THEARCHITECT. FL1-1112"STEEL GRAB BARALLOWED SHALSBE 15". 06.0 1.152. REFER TOTYPICALASSEMBLY NOTES SHEET(SECTIONS"R"8 �1 MOUNTING Cd),DOOR 8 WALL �\MOUNTING(iD WALL(NO DOOR)U„ PLAN z NOTES: NORTH 1. DOOR SIGN:SHALL BE CENTERED ON DOOR AND MOUNTED 60"ABOVE THE FLOOR(W/ FLOOR SPACE: ADHESIVE ONLY-CAULK EDGES W/CLEAR SILICINE THE CENTER OF THE SIGN. PROVIDE 30"x 48" TAMPER-PROOF SCREWS )@ CLEAR FLOOR i l 2. ROOM SIGN:RAISED 8 BRAILLED CHARACTERS AND PICTORIAL SYMBOL SIGNS x SPACE IN FRONT (PICTOGRAMS).LETTERS 8 NUMBERS SHALL BE RAISED 1/32",UPPERCASE,SANS SERIF K ¢ OF DRYER 1/16 TYP TYP TYP OR SIMPLE SERIF TYPE,AND SHALL BE ACOMPANIED W/GRADE 2 BRAILLE.RAISED CHARACTERS SHALL BE 5/8"HIGH MIN,2"HIGH MAX. 3. FINISH CONTRAST:THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, z OF a 0 L MATTE,OR OTHER NON-GLARE FINISH. p 4. CHARACTERS AND SIGNS:SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. i ADA WATER FOUNTAIN I SCALE 118 1GRABBAR@WALL �1GRAB BAR @WALL ADA SANITARY FACILITIES SCALE 6 HAND DRYER DETAIL SCALE 2 E D REQUIREMENTS-TYP 1/2"=1'-0" ISOMETRIC B ISOMETRIC SIGNAGE MOUNTING HEIGHTS 3/8"=1'-0" 1/2"=1'-0" WATT or MNSIISIOiOM 6 x 10 GA STEEL PLATE WELDED 6 x 10 GA STAINLESS STEEL METAL STUDS i `3 /75 ° WILLIAM D-ID eAaDiSmR,A RCHITECT— TO STUDS-EXTEND(1)STUD PLATE W/SATIN FINISH / u / \ ° ogre oasciariory BEYOND GRAB BAR @ EA END U �UI U I KQ K / U a I z 1 1/2"1 1/2" 4 SET SCREWS PER FLANGE 1 il2"1 1/2" 4 SET SCREWS PER FLANGE BOBRICK NO.2561 SERIES 12 GA / / 1-"z tY 3 C RIN IN STEEL ANCHORINGW/MF IN WELD PLATE-VERIFY \ \ / L ELL J LENGTH W/MFG-WELD TO STUDS _ _ 1-1/2"OD STAINLESS 1-1/2"OD STAINLESS MARINE PLYWOOD @ WET AREAS 8"VERTICAL GRAB BAR f Ft STEEL GRAB BAR STEEL GRAB BAR 1/2"CEMENTITIOUS BOARD MIN N 32"MIN / / / 13 GA CONCEALED 13 GA CONCEALED -- FRP CLR MOUNTING PLATE MOUNTING PLATE SS ESCUTCHEON 0 0 O O 160"x 60" DRAWN BY CE 2-1/4"MB PER 2-114"MB PER GRAB BAR AS SPECIFIED-ATTACH LEVEL 8 CLEAR CHECKED BY BP MOUNTING PLATE MOUNTING PLATE TO METAL PLATE W/SS MACHINE FRP TOILET PARTITION SCREWS SUPPLIED BY _U�__ MANUFACTURER PARTITIONS TO HAVE SS JOB#: 15-040 18" FINISH CLR GRAB BAR-36"MIN LUSH ACTIVATOR ON WIDE SITE/BUILDING SIDE ACCESSIBILITY DETAILS A GRAB BAR @ STUD WALL GRAB BAR @ TOILET PARTITION GRAB BAR-42"MIN SECTION SECTION GRAB BAR SCALE 9 ADA SANITARY FACILITIES SCALE 5 ADA SANITARY FACILITIES SCALE A0.03 ANCHORAGE-TYP 3"=1'-0" GRAB BAR ANCHOR 3"=1'-01, MULTIPLE TOILETS GUIDE 1/4"=1'-0" E)ROLL-UP DOOR.REPAIR/REFURBISH AS NEEDED. REUSE OF DOCUMENTS This document,and the ideas EXISTING T.S.COLUMN TO REMAIN,TYPICAL.CLEAN AND PREP FOR PAINT AND SS and designs incorporated,as an WRAP. instrument of professional NOT USED service is the property of e, Framework Architecture,Inc. ®(E)FIRE SPRINKLER RISER. and is not to be used,in whole or in part,for any reason without APPROXIMATE LOCATION OF WATER LINE STUB IN.VERIFY LOCATION W/ILL. the written authorization of Framework Architecture,Inc. ©(E)COLUMNS TO REMAIN.PREPARE FOR NEW FINISHES [fl(E)LINE OF SOFFIT ABOVE.REPAIR AS NEEDED AND PREP FOR NEW FINISHES ®(E)DOOR TO REMAIN.VERIFY CONDITION AND HARDWARE W/OWNER'S REP. ❑9 REMOVE(E)STOREFRONT AND REPLACE TO MATCH 1O REPAIR DOCK BUMPERS AND POWER WASH LOADING DOCK AREA AS NEEDED. 11 REMOVE(E)AUTO DOOR AND PREPARE FOR(N)WORK 12 REMOVE(E)DOOR AND PREPARE FOR(N)WORK 13 REMOVE(E)FABRIC AWNING (E)BOLLARDS TO REMAIN u II 12 ✓// u 15(E)LOADING DOCK @ 4'-0"HIGH A 16(N)DEMISING WALL 2 U y 17 REMOVE INTERIOR PARTITIONS&SOFFITS,PATCH AND REPAIR CONNECTIONS TO Q A---/ 17(E)WALLS THAT REMAIN —� low 18 REMOVE RESTROOM FIXTURES,FINISHES,AND EQUIPMENT.CAP UTILITIES !— 17il�—y 18 � 18 m 17 r I� ill 19 REMOVE FLOOR FINISHES.PREPARE FOR(N)WORK REMOVE(E)STAIRS,RAILS,AND WALLS m c 21 (E)WATER HEATER TO REMAINS m 1 �7 22(E)GAS METER AND CONNECTION TO REMAIN — — — — — — — — — — — — — — — — — — — — — — — — — ---- — — — — — — — — 23 REMOVE(E)WALKER DUCT \vi 17 24 DEMO(E)WALL FOR NEW DOOR E o o DEMOLITION KEY NOTES I SCALE 22 ----- NONE EXISTING TO REMAIN EXISTING TO BE REMOVED LEGEND SCALE n� 21 DEMOLITION I NONE �J 1 1. ALL DEMOLITION SHOWN ON THIS PLAN IS UNDER THIS SCOPE OF WORK.FOR ADDITIONAL INFORMATION EXTENT OF DEMOLITION,CUTTING&REMOVAL TO ?M EXISTING BUILDING CONCRETE SLAB,REFER TO THE ARCH.FLOOR PLAN WHEN AVAILABLE(TO VERIFY IN FIELD) Z N W N 2. PROVIDE THE FOLLOWING DEMOLITION AS PART OF THE BASE BID: N STRIP EXISTING WALLS,SUSPENDED WALLS&SOFFITS OF FINISHES,TRIM& O g Q 15 SUBSTRATE E Q 2 IF THE GYP.BD.IS DAMAGED,REMOVE DAMAGED GYP.BD.TO EXPOSED STUDS ryP 17 AND REPLACE WITH NEW GYP.BD.PREPARE GYP.BD.SURFACES TO RECEIVE J NEW FINISH ITEMS. W J Z REMOVE ALL EXISTING EQUIPMENT,PLUMBING FIXTURES,WIRING,CONDUIT, O/ o Q O \J ELECTRICAL PANELS � Q =R U�� H H(7 III 3. CLEAN UP ENTIRE PARKING LOT OF ALL WEEDS,DEBRIS,ETC. V viv) Q Z u 4. FOR EXTENT OF DEMOLITION,CUTTING&REMOVAL ON ROOF REFER TO ROOF LLI 16 PLAN ON SHEET A1.41 a Q 19 5. FOR DEMOLITION WORK AS A RESULT OF EXISTING EQUIPMENT AND FIXTURE O 17 REMOVAL REFER TO PLUMBING,HVAC,ELECTRICAL&REFRIGERATION DRAWINGS 17 — FOR REMOVAL OF REQUIRED SYSTEMS r�--- 6. DURING REQUIRED ON-SITE VISIT,CONTRACTOR SHALL INVENTORY AND IDENTIFY 1 L J I — ~ ---------�I �jjt� — — ALL GENERAL CONSTRUCTION(CONTRACTOR SALVAGE)TO BE DEMOLISHED AS SHOWN ON THIS PLAN 17 7. CONTRACTOR SALVAGE ITEMS SHALL BE DISPOSED OF PROPERLY OFF SITE AND PERMIT SET IN AN EXPEDITIOUS MANNER 06.01.15 8. PROTECT ALL EXISTING CONSTRUCTION SHOWN TO REMAIN FROM DAMAGE DURING CONSTRUCTION,FOR THE EXTENT OF THE DEMOLITION AND 17 MODIFICATION PLAN NORTH - 10 9. ALL POURBACKS,EXISTING CLEANOUTS,NEW CLEANOUTS ARE TO BE FLUSH WITH NEW FLOOR FINISHES. 10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,USING THE CONTRACTOR'S BEST SKILL AND ATTENTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS,METHODS, 17 TECHNIQUES,SEQUENCES,(UNLESS A SEQUENCE IS SPECIFIED BY THE OWNER OR CONTRACT DOCUMENTS)AND PROCEDURES,AND FOR COORDINATING ALL PORTIONS OF THE WORK 11. SHORING OF STRUCTURAL FOUNDATIONS,STRUCTURES AND/OR TRENCHING REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION t E D DOCUMENTS IS CONSIDERED A METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER OR ARCHITECT TO SUPERVISE,APPROVE AND/OR PROVIDE DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS,STRUCTURES AND/OR rgL�l1 TRENCHING,THEN IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO 51A1L Of WASN�OiOM CONTRACT WITH THE ARCHITECT/ENGINEER,THE CONTRACTOR SHALL PROVIDE THIS WORK AS PART OF THE BASE BID 12. ALL STRUCTURAL DEMO WORK SHALL BE PROPERLY SHORED PRIOR TO DEMO w AND IF NEED BE,INSPECTED BY THE STRUCTURAL ENGINEER FOR APPROVAL Q onre oasciaTiory WITH COST BORNE BY CONTRACTOR 13. REMOVE ALL NON-USED PIPES,CONDUITS,WIRES,ELECTRICAL FEEDER CONDUITS,ROOF VENTS,AND EQUIPMENT. V o 14 14. CONTRACTOR TO VERIFY ELECTRICAL CONNECTION TO TRANSFORMER FOR TEMPORARY POWER --- —-------— 15. REFER TO EXTERIOR ELEVATIONS SHEET A-2.01 FOR ADDITIONAL DEMOLITION --- —---- —---- ------- ----------------— -----------L-------- --------I---- ---- —---- —---- ---- - —--— ----— ------------ ----- i— ------ ----- INFORMATION 14 7 6 24 16. NO EXISTING PLUMBING LINES ARE TO BE USED INSIDE OF THE BUILDING. DRAWN BY CE TYP 14 13 14 17. CONTRACTOR TO VERIFY THAT TOILETS MEET ADA REQUIREMENTS.SEE SHEET CHECKED BY BP A4.01 FOR DETAILS. 18. GC TO CUT OUT AND POUR BACK UNACCAPTABLE SLAB AREAS AND ALL FLOOR JOB#: 15-040 SINKS. 19. GC TO CUT OUT SALES FLOOR SLAB AT BUFFER BOX LOCATIONS TO BE DEMOLITION PLAN COORDINATED WITH RC. DEMOLITION PLAN SCALE ,� DEMOLITION NOTES SCALE 1A Al .00 1/8"=1'-0" NONE REUSE OF DOCUMENTS (E)DOOR This document,and the ideas (N)DOOR and designs incorporated,as an 1 1 SEE DOOR SCHEDULE A6.02 instrument of professional of A WALL TYPE SEE 1/A5.01 service is the property Frame 4 5 6 7 $ 9 Q Framework Architecture,Inc. O EXISTING CMU WALL and is not to be used,in whole ® NEW WALL CONSTRUCTION or in part,for any reason without the written authoriza°on of O NEW COOLER/FREEZER CONSTRUCTION,COORDINATE Framework Architecture,Inc. WITH MANUFACTURER F———7 NEW CURTAIN WALL CONSTRUCTION ABOVE COOLER BOX SYMBOL INDICATES ACCESSIBLE 36"MIN.WIDE COUNTER ® @+34"A.F.F.W/APPLICABLE SIGNAGE"THIS CHECKSTAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES" LEGEND SCALE 1C FLOOR PLAN NONE 3] 2] IN)WALL SHELVING,PROVIDE BLACK OUTLETS,TYPICAL-REFER TO DETAILS 1,589/A-5.03 39 4'-911/16"I () [2](N)GONDOLA SHELVING,TYPICAL-REFER TO DETAILS 2,6810/A-5.03 O A T(N)PALLETSHELVING, YPICAL-REFER TO DETAILS 388 A-5.03 uJ 1 If 11 ®IN)FROZEN DOOR MERCHANDISING UNITS-SEE REFRIGERATION DRAWINGS 38" 36" o — CONTRACTOR TO CONFIRM IN)COOLER/FREEZER DIMENSIONS WITH MANUFACTURER PRIOR TO w 36" 1 4 4 4 1 21 21 28 41 24 23 AVOUT OF PERIMETER WALLS H 36" 4°" m 1 35 ©PROVIDE(N)36"HIGH ACCESSIBLE CHECKSTAND AND SIGNAGE.THE SIGN SHALL DISPLAY THE U n q INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON BLUE BACKGROUND AND SHALL STATE C /101 \ 'THIS CHECKSTAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES" ,avl E y / 32 PROVIDE(N)MART CART OUTLETS.SECURELY ATTACH TO WALL AT ADA HEIGHT i o 0 A4.02 F T � / ®(N)CARDBOARD BALER.VERIFY LOCATION W/OWNER m c — — — - - — — —I— - - �- - - - — - - 30 32 - - - - — — - - ❑Lei T 3 9 (E)ROLL-UP DOOR.REFURBISH AND REPAINT AS NEEDED O 2 e 19 0 00 o 10 (E)4"PIPE BOLLARDS. o TYP C3 11 (N)WALL MOUNTED EYE WASH STATION.VERIFY LOCATION W/GOI MANAGER PRIOR TO CONST. 3 a 1 13 1 12 (N)SLIDING ENTRY DOOR. Y m 4 O c 43 13 DASHED LINE INDICATES(N)CURTAIN WALL ABOVE DAIRY COOLER BOX-SEE DETAIL 17/A-5.01 0 14 NOT USED 15 (E)GAS METER AND SERVICE TO BUILDING. DAIRY E W NOSH ® STOCK ROOM 18 NOT USED o; 560 sf ® 15 PROVIDE(N)18 GA.SHEET METAL BACKING ON ALL RACKS TO BLOCK VIEW OF PIPING,ETC.- 3 1,851 SF (NET) 1] SECURE TO RACKS BINSTA L FULL HEIGHT AND LENGTH OF RUN L�;o N N N N O 36" N N <V N 1 36 40 9 8 AB FALSE COLUMN FOR PIPING 8 LINES,AS NEEDED,FROM TOP O CASES TO STRUCTURE 2 2 t 1 1 18 ABOVE R COFFINREEZ RSES.HOLD ENCLOROM SURE TO STRUCTUREABOVE,WHERE OCCURS 5. Z 36" 30 C1 AT FREEZER COFFIN CASES.HOLD ENCLOSURE TIGHT TO PIPING 8 LINES.SEE DET.140N A5.02 r� 101B L� O O O O N O O O O C3 19 (E)STRUCTURAL COLUMN.NOTE IN SALES AREA COLUMNS GET S.S.WRAP T048'.A.F.F.THEN ❑ O HERITAGE RED'PAINT TO THE UNDERSIDE OF STRUCTURE,TYP. 4 Z 2 1 1 20 NOT USED •n 3 3 o 3 3 3 32 1 1 21 RE RIGERATIO DRAWIN AND GS MOP SINK FOR EVAC.PROVIDE FRP BEHIND MOP SINK.-SEE LLJ Z REFRIGERATION DRAWINGS M 17 22 (N)STOREFRONT WINDOWS.TINT TO GOI STANDARDS W N Q Z 2 IN)CHARGER FOR FLOOR SCRUBBER.VERIFY EXACT LOCATION WITH GOI PRIOR TO Al 33 C1 23 INSTALLATION O� Q NO 3 1 C1 24 IN)CHARGER FOR FORKLIFT.VERIFY EXACT LOCATION WITH GOI PRIOR TO INSTALLATION W ^/ Z 7 A C3 1 C1 25 (N)MEATSCALEWITHPOWERANDCAT5CABLING.VERIFYEXACTLOCATIONWITHGOIPRIOR tLl JZ r 6 C • O o O O TO INSTALLATION.PROVIDE 48"HIGH FRP BEHIND SCALE AND 12"PAST EACH END. O — ofa O O O O O Z 11 EAT COO ER 26 (N)COFFIN CASES �o Q =� 0 26 y A4.02 © 2] APPROX.LOCATION OF(E)WATER SERVICE LINE P u) U)Z 170 sf Q— 25 28 (N)LADDERTO(E)EQUIPMENT MEZZANINE J 8•_0" T,_0„ 6,-9^ T,-0. s,-0„ T-O„ 6'-9" T-0" 7'-91/z" C3 � W X _ _ _ N _iV iV _ iV iV iV _ iV 2J INSTALL IN)WINDOW TINTING ON(E)GLASS PER GOI SPECIFICATIONS � �1`J (Q Q Q 1 1 31] PROVIDE(N)FINISHED WALL 8 TRIM TO DAIRY COOLER 5 1/2 32 32 1 POWER WASH ALL(E)SIDEWALKS,WALKWAYS,RAMPS,BACK DOCK AREAS,STAIRS,ETC PRIOR Q z° 1 31 TO OPENING OF STORE — — — — — — — — — — — — — — —LL ALL STOCKROOM WALLS W/GYP.BD.ARE TO BE COVERED W/PLYWOOD T048"A.F.F.PER GOI 31 32 SPECIFICATIONS.IF GYP.BD.IS DAMAGED OR MISSING,INSTALL NEW GYP.BD.FIRST C3 C3 FREEZER C2 RELOCATE(E)AND/OR SUPPLY(N)SPRINKLER HEADS AS NEEDED THROUGHOUT THE ENTIRE Aa.oz F041 33 SPACE 400sf C1 34 NOT USED PERMIT SET 4 SALESFLOOR 1 C1 [5] (N)MOP SINK-SEE PLUMBING DRAW NGS.AT MOP SINK INSTALL THE FOLLOWING:FIBERGLASS 06.01.15 ® 35 REINFORCED PLASTIC(FRP)ON THE WALL AT LEAST FOUR FEET ABOVE THE FLOOR,CHEMICAL 13,100 net sf C1 SHELF OR CABINET,MOP HOOK MOUNTED ABOVE THE MOP SINK. PLAN 36 (EI WATER HTR.TO REMAIN.SEE PLUMBING DRAWINGS FOR SPECIFICATIONS. NORTH �\ 6 ( F — — — ❑ — — — — — — — 3] (E)DOOR \\'J/ 3 +II 38 PROVIDE(N)FLOOR DRAINS IN EACH RESTROOM 38 38 I39 INFILL(E)DOOR AND PREPARE FOR NEW WORK ® 4p (E)FIRE SPRINKLER RISER 9'-101/2" MEN I 1 2 3 4 5 a'-�1/z" s'01/z 6'-01/2" 0'-0" WOMEN EMPLOYEE ® � I 41 (E)EGRESS RAMP T-2" 1 42 (N)EGRIESS RAMP I I I 281 s.f. ® 155 sf — — — — — — 3'-8" 3'-7^ '-61/2 3'-7" — — — — — — — I— A4.01 — — — 43 LINE OF MEZZANINE ABOVE E D 02 HALLWAY ® FLOOR PLAN KEY NOTES SCALE 1 B 3 g 40 40 NONE L wuw S1" ALL REMAIN INGAND NEW CLEANOUTS AND FLOOR FIXTURES ARE TO BE FLUSH WITH NEW srAr<a 12 7 51 51" 51 51 5 51 51" 51" 51" 10 FLOOR FINISHES H 1OO 1 2. HOLD ALL UTILITY LINES TIGHT TO CEILING.LOCATE ALL RISERS IN WALL CAVITY SPACE 2 FRONT OFFICE o BACK OFFI E I BETWEEN STUDS wi nM on HaaOISTe6,A 31 29 22 29 31 29 29 22 31 2 ® cm10 3. SEAL ALL PENETRATIONS AT THE EXTERIOR WALL DATE oESCIP7loN ------- ------- ---�----------- —_—_-----_--_ —_—_-----1—_----¢—_---- 1 _--- — —_-----_--_— — — — — — — 5. PROVIDE EM RIGENCY/EXIT LIGHTS AS REQUIRED BY ODE AND A5.02 J19 10 10 6, ALL DIMENSIONS ARE TO FACE OF PLYWOOD SHEATHING OR FACE OF FINISH 7YP 101'-10" A4.02 119'-101/18" 7. ALL EXTERIOR FRAMED WALLS EXPOSED DURING CONSTRUCTION NEED TO BE PACKED W/ INSULATION OF THE SAME THICKNESS AS THE WALL. 8. PATCH AND REPAIR ALL EXISTING GYP.BD.FINISHES 9. PROVIDE FIRE EXTINGUISHERS.COORDINATE EXACTAMOUNT,LOCATION AND MOUNTING HEIGHT WITH FIRE DEPARTMENT DRAWN BY CE 10. PROVIDE FIRE DEPARTMENT KEY BOX.COORDINATE EXACT LOCATION AND MOUNTING CHECKED BY BP HEIGHT WITH FIRE DEPARTMENT. 11. INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY AT MAIN ENTRANCE DOORS JOB#: 15-040 12. PROVIDE TACTILE EXIT SIGN AT ALL GRADE LEVEL EXIT DOORS,SIGN TO READ11 13. AT ACCESSIBLE CHECKSTANDS,POINT OF SALE DEVICES SHALL BE LOCATED SUCH THAT FLOOR PLAN THEY ARE ACCESSIBLE TO PERSONS WITH DISABILITIES-SEE REFERENCE DETAIL 15/A5.02 14. ALL POUR BACKS NEED TO BE FLUSH WITH(E)FLOOR AND/OR NEW FLOOR FINISHES 15. ALL HVAC DISTRIBUTION RETURN AIRDROPS ARE TO BE 10'A.F.F.FROM LOWEST POINT OF DUCT WORK.VERIFY CLEARANCES AND SIGN BAND LOCATION PRIOR TO INSTALLATION. 16. PROVIDE FLOOR DRAINS IN ALL RESTROOMS FLOOR PLAN SCALE ,� FLOOR PLAN NOTES SCALE �A A1 .01 1/8"=1'-0" NONE M(E)DOOR TO REMAIN.VERIFY CONDITION AND HARDWARE W/OWNER'S REP. Ill(N)ELECTRICAL PANELS.SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. REUSE OF DOCUMENTS N)LADDER TO(E)EQUIPMENT MEZZANINE This document,and the ideas REMOVE INTERIOR PARTITIONS&SOFFITS,PATCH AND REPAIR CONNECTIONS TO ( and designs incorporated,as an (E)WALLS THAT REMAIN RELOCATE(E)AND/OR SUPPLY(N)SPRINKLER HEADS AS NEEDED THROUGHOUT THE ENTIRE Instrument of professional 9 REMOVE RESTROOM FIXTURESof ,FINISHES,AND EQUIPMENT.CAP UTILITIES 8 9 O SPACE service is the propertye, ®(N)LL PROVIDED PHONE DMARK.VERIFY LOCATION W/Got REPRESENTATIVE Framework Architecture,Inc. F4 REMOVE FLOOR FINISHES.PREPARE FOR(N)WORK and is not to be used,in whole �5 (E)DOOR or in part,for any reason without j 5 REMOVE(E)STAIRS,RAILS,AND WALLS f the written authorization of 161 (N)COMPRESSOR RACK.-SEE REFRIGERATION AND STRUCTURAL DRAWINGS Framework Architecture,Inc. 7 (E)EQUIP TO REMAIN.VERIFY CONDITION W/OWNER'S REP 7 171(E)EQUIP TO REMAIN �(E)EQUIP TO BE REMOVED / /1 A (E)STAIR SO ROOF TO REMAIN (E)STAIRS TO ROOF TO REMAIN \\J/ TVP IL �iulul>-I� �yI�� I yy I ❑3 NI u 7 5 -�L--- l r^ 2 I' I� 33 LI � - - I- c s ~ x 1 8 4 5 8 33 Q Ea 6 7 imo Q go dYR E o DEMOLITION KEY NOTES SCALE o; NONE ;c � _ s� L�;o EXISTING TO REMAIN ----- EXISTING TO BE REMOVED LEGEND SCALE n�nnnn NONE 1. ALL DEMOLITION SHOWN ON THIS PLAN IS UNDER THIS SCOPE OF WORK.FOR ADDITIONAL INFORMATION ON EXTENT OF DEMOLITION,CUTTING&REMOVAL TOLU EXISTING BUILDING CONCRETE SLAB,REFER TO THE ARCH.FLOOR PLAN WHEN Cl) AVAILABLE(TO VERIFY IN FIELD) Z N W N 2. PROVIDE THE FOLLOWING DEMOLITION AS PART OF THE BASE BID: N STRIP EXISTING WALLS,SUSPENDED WALLS&SOFFITS OF FINISHES,TRIM& g Q SUBSTRATE O 0�Q IF THE GYP.BD.IS DAMAGED,REMOVE DAMAGED GYP.BD.TO EXPOSED STUDS AND REPLACE WITH NEW GYP.BD.PREPARE GYP.BD.SURFACES TO RECEIVE J NEW FINISH ITEMS. W J Z REMOVE ALL EXISTING EQUIPMENT,PLUMBING FIXTURES,WIRING,CONDUIT, O/ o of Q O ELECTRICAL PANELS Q =1- 3. CLEAN UP ENTIRE PARKING LOT OF ALL WEEDS,DEBRIS,ETC. �� Cn ZC7 4. FOR EXTENT OF DEMOLITION,CUTTING&REMOVAL ON ROOF REFER TO ROOF LLI� PLAN ON SHEET A1.41 Q 0 5. FOR DEMOLITION WORK AS A RESULT OF EXISTING EQUIPMENT AND FIXTURE REMOVAL REFER TO PLUMBING,HVAC,ELECTRICAL&REFRIGERATION DRAWINGS FOR REMOVAL OF REQUIRED SYSTEMS �] 6. DURING REQUIRED ON-SITE VISIT,CONTRACTOR SHALL INVENTORY AND IDENTIFY 1 L J I ALL GENERAL CONSTRUCTION(CONTRACTOR SALVAGE)TO BE DEMOLISHED AS SHOWN ON THIS PLAN KEY NOTES SCALE 7. CONTRACTOR SALVAGE ITEMS SHALL BE DISPOSED OF PROPERLY OFF SITE AND MEZZANINE PLAN FNONE 2B PERMIT SET IN AN EXPEDITIOUS MANNER 8. PROTECT ALL EXISTING CONSTRUCTION SHOWN TO REMAIN FROM DAMAGE //� 06.01.15 DURING CONSTRUCTION,FOR THE EXTENT OF THE DEMOLITION AND (N)DOOR // I (E)DOOR MODIFICATION PLAN ® SEE DOOR SCHEDULE A6.02 NORTH 9. ALL POURBACKS,EXISTING CLEANOUTS,NEW CLEANOUTS ARE TO BE FLUSH WITH WALL TYPE SEE 1/A5.01 NEW FLOOR FINISHES. O EXISTING CMU WALL 10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,USING THE ® NEW WALL CONSTRUCTION CONTRACTOR'S BEST SKILL AND ATTENTION.THE CONTRACTOR SHALL BE 0 NEW COOLERIFREEZER CONSTRUCTION,COORDINATE RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS,METHODS, WITH MANUFACTURER TECHNIQUES,SEQUENCES,(UNLESS A SEQUENCE IS SPECIFIED BY THE OWNER C---7 NEW CURTAIN WALL CONSTRUCTION ABOVE COOLER BOX OR CONTRACT DOCUMENTS)AND PROCEDURES,AND FOR COORDINATING ALL SYMBOL INDICATES ACCESSIBLE 36"MIN.WIDE COUNTER PORTIONS OF THE WORK ® @+34"A.F.F.W/APPLICABLE SIGNAGE"THIS 11. SHORING OF STRUCTURAL FOUNDATIONS,STRUCTURES AND/OR TRENCHING CHECKSTAND TO BE OPEN AT ALL TIMES FOR REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION CUSTOMERS WITH DISABILITIES" E D DOCUMENTS IS CONSIDERED A METHOD OR TECHNIQUE AND IS THE SOLE LEGEND SCALE 2C RESPONSIBILITY OF THE CONTRACTOR.IFA REGULATORY AGENCY REQUIRES MEZZANINE PLAN NONE LICENSED ENGINEER OR ARCHITECT TO SUPERVISE,APPROVE AND/OR PROVIDE DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS,STRUCTURES AND/OR 4. I TRENCHING,THEN IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO 1. ALL REMAINING AND NEW CLEANOUTS AND FLOOR FIXTURES ARE TO BE FLUSH WITH NEW SEAR M'/alUl0i0M CONTRACT WITH THE ARCHITECT/ENGINEER,THE CONTRACTOR SHALL PROVIDE FLOOR FINISHES THIS WORK AS PART OF THE BASE BID 2. HOLD ALL UTILITY LINES TIGHT TO CEILING.LOCATE ALL RISERS IN WALL CAVITY SPACE 12. ALL STRUCTURAL DEMO WORK SHALL BE PROPERLY SHORED PRIOR TO DEMO BETWEEN STUDS AND IF NEED BE,INSPECTED BY THE STRUCTURAL ENGINEER FOR APPROVAL 3. SEAL ALL PENETRATIONS AT THE EXTERIOR WALL ogre oSsciPTloN WITH COST BORNE BY CONTRACTOR 4. FOR DOOR&WINDOW SCHEDULE,REFER TO SHEET A-6.01 AND A-6.02 13. REMOVE ALL NON-USED PIPES,CONDUITS,WIRES,ELECTRICAL FEEDER CONDUITS,ROOF VENTS,AND EQUIPMENT. 5. PROVIDE EMERGENCY/EXIT LIGHTS AS REQUIRED BY CODE 14. CONTRACTOR TO VERIFY ELECTRICAL CONNECTION TO TRANSFORMER FOR 6. ALL DIMENSIONS ARE TO FACE OF PLYWOOD SHEATHING OR FACE OF FINISH TEMPORARY POWER 7. ALL EXTERIOR FRAMED WALLS EXPOSED DURING CONSTRUCTION NEED TO BE PACKED W/ INSULATION OF THE SAME THICKNESS AS THE WALL. 15. REFER TO EXTERIOR ELEVATIONS,SHEET A-2.01 FOR ADDITIONAL DEMOLITION INFORMATION 6. PATCH AND REPAIR ALL EXISTING GYP.BD.FINISHES 16. NO EXISTING PLUMBING LINES ARE TO BE USED INSIDE OF THE BUILDING. 9. PROVIDE FIRE EXTINGUISHERS.COORDINATE E(ACTAMOUNT,LOCATION AND MOUNTING HEIGHT WITH FIRE DEPARTMENT DRAWN BY CE 17. CONTRACTOR TO VERIFY THAT TOILETS MEET ADA REQUIREMENTS.SEE SHEET 10. PROVIDE FIRE DEPARTMENT KEY BOX.COORDINATE EXACT LOCATION AND MOUNTING CHECKED BY BP A4.01 FOR DETAILS. HEIGHT WITH FIRE DEPARTMENT. 18. GC TO CUT OUT AND POUR BACK UNACCAPTABLE SLAB AREAS AND ALL FLOOR 11. INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY AT MAIN ENTRANCE DOORS JOB#: 15-040 SINKS. 12. PROVIDE TACTILE EXIT SIGN AT ALL GRADE LEVEL EXIT DOORS,SIGN TO READ'FXIT" 13. AT ACCESSIBLE CHECKSTANDS,POINT OF SALE DEVICES SHALL BE LOCATED SUCH THAT MEZZANINE PLANS 19. GC TO CUT OUT SALES FLOOR SLAB AT BUFFER BOX LOCATIONS TO BE THEY ARE ACCESSIBLE TO PERSONS WITH DISABILITIES-SEE REFERENCE DETAIL 15/A5.02 COORDINATED WITH RC. 14. ALL POUR BACKS NEED TO BE FLUSH WITH(E)FLOOR AND/OR NEW FLOOR FINISHES 15. ALL HVAC DISTRIBUTION RETURN AIRDROPS ARE TO BE 10'A.F.F.FROM LOWEST POINT OF DUCT WORK.VERIFY CLEARANCES AND SIGN BAND LOCATION PRIOR TO INSTALLATION. 16. PROVIDE FLOOR DRAINS IN ALL RESTROOMS MEZZANINE DEMOLITION PLAN SCALE ,� DEMOLITION NOTES SCALE 1A MEZZANINE PLAN SCALE 2 MEZZANINE PLAN NOTES SCALE 2A Al .02 1/8"=1'-0" NONE 1/8"=1'-0" I I NONE REUSE OF DOCUMENTS SYMBOL DESCRIPTION This document,and the ideas and designs incorporated,as an instrument of professional 4 5 6 ] $ 9 O EXIT NEW WALL MOUNTED EXIT SIGN service is the property of Framework Architecture,Inc. and is not to be used,in whole 0 SUSPENDED LIGHT FIXTURE or in part,for any reason without then authorization of Framework Architecture,Inc. SUSPENDED LIGHT FIXTURE W/BATTERY BACKUP I I I I I I i� SUSPENDED LIGHT FIXTURE o SUSPENDED LIGHT FIXTURE W/BATTERY BACKUP SURFACE MOUNTED LIGHT FIXTURE I I I I I I I A SURFACE MOUNTED LIGHT FIXTURE W/BATTERY BACKUP W EXIT ''I SURFACE MOUNTED EXTERIOR WALL SCONCE W/BATTERY 7 BACKUP ~ w NEW GYP.BD.CEILING = 4 � TYP SYMBOL LEGEND CA�EO 1 C oa TYP �m c B — - - - - - - - - - - —I— - - - - — - - — - - — - - - -10 - - - - — - - ❑ .� (N)SURFACE MOUNTED LIGHT FIXTURE.SEE ELECTRICAL DRAWINGS,TYP. CENTER FIXTURES)IN ROOM AS SHOWN 0.6 4 FACE OF(N)SOFFITo 2J TYP LINE INDICATES IN)CURTAIN WALL ABOVE DAIRY COOLER BOX,SEE DETAIL 17/A-5.01 I U 4 4 2 0 ® (N)SUSPENDED LIGHT FIXTURE @ 12'4)"A.F.F.,(U.N.O.)-VERIFY MAX.HEIGHT IN FIELD r (N)GYP.BD.CEILING-PAINT PER SCHEDULE Efl PROVIDE(N)24"x24"ACCESS PANEL IN CEILING- mo 3 AND ELECTRICAL DRAWINGS SO THAT THERE IS NO CIONFLLIICTTION WITH MECHANICAL E F (N)ILLUMINATED EXIT SIGNS-SEE ELECTRICAL DRAWINGS o; 0 ® (E)COLUMNS,TYP.4 ; rv� PROVIDE(N)LIGHTING OVER EVERY EXIT AND AT THE LOADING DOCK AREA.RELAMP ;c EXISTING FIXTURES AND/OR PROVIDE NEW. LINE OF MEZZANINE ABOVE. 4 rvP W Z N - - - - - - - - - - - - W� >0) Q W TYPTYP i TYP i TYP O I LJ LJ ILJ LJ I "" O H O 4 �JJ LLU J — — — — — — — — — — — — —I— — — rvP — — — — — — — PERMIT SET TY _ 06.01.15 PLAN s s rvp NORTH 4 + t I�1. s rvP i,ry T P� E D rum TYP SEAR a WASN1109 M _ ITECT s_ — — — — REFLECTED CEILING KEY NOTES SCALE 1 B 7o NONE $ 10 I,�J �L=l' �ulonlEvoHossaarlON acH 1. G.C.WITH FIRE MARSHALUS DIRECTION WILL DETERMINE WHETHER ANY ADDITIONAL LIGHTED EMERGENCY EXIT SIGNAGE IS NEEDED.G.C.TO INSTALL EXTRA IF REQUIRED 2. G.C.WITH FIRE MARSHALUS DIRECTION WILL DETERMINE WHETHER ANY ADDITIONAL EMERGENCY BATTERY BACK-UP LIGHTING IS NEEDED.G.C.TO INSTALL EXTRA IF REQUIRED z z s 3. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF POWER DROP CORDS 4. LIGHTING LAYOUT TO BE ADJUSTED IN THE FIELD TO MATCH VARIOUS CEILING HEIGHT CHANGES.SLOPES OF EXISTING FRAMING,EXISTING SOFFITS AND EXISTING EQUIPMENT. ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE TO PROVIDE NECESSARY CONNECTIONS AND WIRING TO LINK ALL LIGHTING TOGETHER AND CONNECT LIGHTS TO THE EMS. DRAWN BY CE 5. ALL RETURN AIR DUCTING IS TO BE 10'A.F.F.WHERE CEILING CLEARANCES ALLOW FOR IT. CHECKED BY BP VERIFY WITH GO IF THE HEIGHT HAS TO BE CHANGED. JOB#: 15-040 REFLECTED CEILING PLAN NOTE: THIS PLAN FOR REFERENCE ONLY.SEE ELECTRICAL DRAWINGS FOR COMPLETE INFORMATION. REFLECTED CEILING PLAN SCALE ,� REFLECTED CEILING NOTES SCALE 1 /� Al .21 1/8"=1'-0" NONE /� REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional service is the property of Framework Architecture,Inc. and is not to be used,in whole or in part,for any reason without the written authorization of Framework Architecture,Inc. O1 O2 T 4 5 6 7 8 9 10 w � o u FAI °o E o w%uvo sET�I �i �' ®® �66°CFM TI\I W/ DTT1 3 1 3a s 4 s3 2oil= 10 GENERAL NOTES SCALE . NONE r� o W (N)ROOFTOP PACKAGE GAS/ELECTRIC UNIT CURBS.LL PROVIDED.GOI'S G.C. ZW N TO CONNECT ALL POWER,LOW VOLTAGE,DUCTING,ETC.TO PROVIDE N FUNCTIONING UNITS AND ALL NECESSARY WIRING AND CONDUIT TO � CONNECTTOTHE EMS.COORDINATE W/MECHANICAL CONTRACTOR-REFER O UV Q� TO MECHANICAL DRAWINGS. — — — — — — — — — — r — — — — — — — — — — — — — — — ❑2 (N)CONDENSER UNIT-GC TO PROVIDE LEVEL PLATFORM.SEE STRUCTURAL W> IF 7FOR SUPPORT DESIGN. IQC O� PROVIDE(N)CRICKET IF NEEDED TO PREVENT PONDING. a° � _� 9 ® EL FL C7 (N)ROOF OPENING FOR REFRIGERANT LINES-SEE REFRIGERATION �i�1� fn Z 13 DRAWINGS [1 �� W J GC TO PROVIDE OPENING WITH RAIN HOOD FOR REFRIGERANT LINES AND I�LJI Q CONTROL WIRES TO FAN COIL UNIT(S)BELOW-SEE MECHANICAL DRAWINGS O Q Ir tl i G.C.TO PROVIDE A LEVEL PLATFORM FOR NEW UNITS.COORDINATE WITH THE MECHANICAL CONTRACTOR.PROVIDE A WATERTIGHT PLATFORM. u O — — — — — — — — — — — — — — — — — — — — — — — �7 (N)ROOF AND CRICKETING 880 CFM j o.s.n.1— u ® ® CLEAN ALL(E)ROOF DRAINS AND DEBRIS OFF OF ROOF W/ v seo,IN 2 3 j ® Rrl�l w�nrvo�SKE ET 5 Cu REMOVE ALL ABANDONED(E)ROOF VENTS,SANITARY VENTS,ELECTRICAL PERMIT SET 3 CONDUITS,GAS PIPING,SLEEPERS,ETC AND PATCH THE ROOF TO A Ac ^c WATERTIGHT CONDITION. 06.01.15 3 13 11 1 O (N)INTAKE AND EXHAUST FOR MECHANICAL ROOM.VERIFY LOCATION WITH MECHANICAL CONTRACTOR AND REFRIGERATION COMPANY. PLAN 11 (N)EXHAUST VENT THROUGH THE ROOF NORTH 4 5 12 (N)ROOF HATCH _ _ _ _ _ _ _ _ — 13 DEMO(E)RTU 2 3 6 Cu W E D 45 I I ROOF PLAN KEY NOTES SCALE NONE A ogre oSsciPrloN t. THE CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF ALL ROOF OPENINGS AND EQUIPMENT PLATFORMS REQUIRED 2. EXISTINGROOF TO REMAIN-G.C.TO PROTECT DURING ANY AND ALL ROOF WORK.THE ROOF IS BRAND NEW.GC REQUIRED TO USE THE ILL ROOFING CONTRACTOR. 3. REFER TO PLUMBING DRAWINGS FOR PLUMBING VENTS AND PIPES THROUGH ROOF WHICH MAY NOT BE SHOWN ON THIS ROOF PLAN.PROVIDE FLASHING AND COUNTER FLASHING AT MECHANICAL EQUIPMENT CURBS AND VENTS 4. ALL OPENINGS AT ROOF LARGER THAN 8"x 8"SHALL BE PROTECTED WITH BURGLAR BARS. BURGLAR BARS PROVIDED AND INSTALLED BY GENERAL CONTRACTOR.THE SPACING OF BARS SHALL NOT EXCEED 5"O.C.(U.N.O.) DRAWN BY CE 5. ROOFING CONTRACTOR SHALL PROVIDE A CERTIFICATE STATING THAT THE ROOF HAS BEEN CHECKED BY BP REPAIRED AND PATCHED PER MANUFACTURERS RECOMMENDATIONS. 6. DIMENSIONS SHOWN FOR NEW ROOFTOP EQUIPMENT ARE FOR REFERENCE AND ARE TOBE JOB#: 15-040 VERIFIED IN FIELD BY THE CONTRACTOR.SEE ALSO STRUCTURAL DRAWINGS FOR ROOF FRAMING. ]. COORDINATE REFRIGERATION,MECHANICAL,AND PLUMBING PLANS FOR EQUIP.LAYOUT ON ROOF PLAN ROOF. 8. REMOVE ALL UNUSED GAS PIPING ON THE ROOF. ROOF PLAN ROOF PLAN NOTES SCALE /� A1 .41 3/32,=1'-0" NONE A REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional service is the property of 1❑ E)WALKWAY.POWERWASH ALL SIDEWALKS AND ENTRY AREA PRIOR TO OPENING Framework Architecture,Inc. OF STORE. and is not to be used,in whole or in part,for any reason without �2 (E)FACADE.PATCH AND REPAIR AS NEEDED.PAINT TO GOI COLORS. rk Architecture Inc.the written authorization,of ❑3 REMOVE(E)ENTRANCE DOOR AND PREPARE FOR NEW WORK IF.mewo ® (E)METAL ROOF.REPAINT TO GOI COLORS (E)WINDOWS TO REMAIN.CLEAN AND REFURBISH AS NEEDED.TINT TO GOI SPECIFICATIONS. © (E)STOREFRONT GLAZING TO BE REMOVED. �7 PROVIDE(N)ADDRESS SIGNAGE AS REQUIRED. 2 4 ® (N)GOI SIGN.UNDER SEPERATE PERMIT.ILLUMINATED SIGN PROVIDED BY SIGNAGE 2 CONTRACTOR.SIGNAGE CONTRACTOR TO PROVIDE EXTERIOR SIGN ON FACADE. VERIFY SIGN ATTACHMENT.FIELD VERIFY SIGN LOCATION WITH GOI PROJECT MANAGER PRIOR TO ANY PAINTING.GC&ELECTRICAL CONTRACTOR TO PROVIDE 15 — — — — — --- BACKING AND FINAL CONNECTIONS. 7 (N)TEMPERED GLASS STOREFRONT.TINT TO GOI SPECIFICATIONS. H 1 O (N)ENTRANCE DOOR. 11 LEASE LINE ❑ ❑5 ❑5 ❑5 © F 7Ir -1TF- 117 7 © ❑5 ❑5 ❑5 ❑5 ❑5 5❑ ❑5 ❑5 118 F 7Ir -1Tr 1 r 7 ,a 12 (E)COLUMN TO REMAIN.PREPARE FOR NEW FINISHES 1 1 1 1 1 1 1 o P III III III III III III III III III IIII �°- 13 (N)EXIT DOOR.PAINT TO GOI COLORS JIL J L L L11 IJIL J L L -11 m e 14 (N)FACADE.PAINT TO GOI COLORS 15 REMOVE(E)FABRIC AWNING m c 1 B (E)OVERHEAD DOOR TO REMAIN.REFURBISH AND REPAINT AS NEEDED u 17 (N)GLASS STOREFRONT.TINT TO GOI SPECIFICATIONS. Y 18 (N)24 GA SHEET METAL COPING.PAINT TO GOI SPECS. m o E 19 (N)HARDI PANEL SIDING. 3 e ELEVATION KEYNOTES SCALE G NONE J EXISTING ELEVATION 1/$CA1Eo � NOTE: G.C.TO PROVIDE BLACKOUT TINTING PER GOI SPECIFICATIONS ON WINDOWS AS •n DIRECTED BY GOI REPRESENTATIVE. 0 S� A5.02 c�� Cl) W N 00 UV Q 19 8 14 18 �Q 4 4k W 2 W �Z �tatur Buff 2 Q' 2 O H O �o W �HC.Jy � i77iF ❑5 5❑ ❑9 � 9❑ ❑5 ❑5 5❑ 5❑ ❑5 5❑ 5❑ 5❑ ❑5 17 17 17 17 i PERMIT SET 11 1 10 06.01.15 PLAN NORTH P2 P4 NEW ELEVATION SCALE 2 P1 BENJAMIN MOORE U� Lm E D it P4 srAn P2 P2 WILL—oa A..1 TER.a P2 P2 1. ALL SCREW HEADS MUST MATCH THE COLOR OF STOREFRONT FINISHES � DATE oESCIPrION 2. ALL SIGNAGE TO BE SUBMITTED UNDER SEPARATE PERMIT BY OWNER'S SIGN COMPANY P2 •• / P2 P2 3. REUSE EXISTING CONSTRUCTION AS MUCH AS POSSIBLE TO ACHIEVE DESIGN INTENT 4. CONTRACTOR TO VERIFY DIMENSIONS SHOWN IN FIELD S. PATCH AND REPAIR ANY DAMAGED EXTERIOR MATERIALS AND FINISHES THAT P3 P3 ARE TO REMAIN,CLEAN FREE OF ANY DEBRIS,PREP AND PAINT ENTIRE BUILDING. VERIFY PAINT COLORS WITH GROCERY OUTLET CONSTRUCTION MANAGER DRAWN BY CE EXCEPT FOR THE SCOPE OF WORK SHOWN ON THESE DRAWINGS,ANY ADDITIONAL BUILDING FACADE MODIFICATIONS TO BE SUBMITTED UNDER CHECKED BY BP SEPARATE PERMIT 7M JOB#: 15-040 P1 P3 P1 P3 P1 P3 P1 P3 P1 P1 P3 P1 P1 P3 P1 EXTERIOR ELEVATIONS COLOR ELEVATION SCALE 3 A2.01 NONE REUSE OF DOCUMENTS This document,and the ideas P-1 10 and designs incorporated,as an instrument of professional 36"MIN TF TF service is the property of TA kTA GRAB BAR Za s42"MIN 12" Framework Architecture,Inc. 12" 24" TA GRAB BAR and is not to be used,in whole )A TAor in part,far any reason without MIN MIN 2 TA TA TA the written authorization of TF 19 = )A 19 = TA Framework Architecture,Inc. bo 4 TA F 1) TF \ 17 1 - 1 Z 18" sv- svn sv- sv-1 12'M ELEVATION(MENS) � ELEVATION(MENS) �1 ELEVATION(MENS) �l ELEVATION(MENS) 3/4"PLYWOOD DOOR W/PLASTIC LAMINATE 3/4"PLYWOOD TOP PANEL ON ALL EXPOSED PAINTED SURFACES,PAINT 3/4"X 2-1/2"HARDWOOD WEB INSIDE 7 3/4" 2"D WALL PLYWOOD ADJUSTABLE 3/4"X 1"HARDWOOD SHELVES W/3/4"X 1"HARDWOOD 19 13 w TRIM UNSTAINED W/ TRIM AT FRONT,PAINT PLYWOOD CABINET (2)COATS CLEAR ADJ.SHELVES - TA - U q FINISH,TYP.@ 114"PLYWOOD BACK PAINT ON FRP FRP 10 FRP FRP INSIDE SHELVES TA s )A GRAB BAR TA 54"MIN or a 3/4"PLYWOOD BOTTOM PANEL, TF 1z �mc CHROME WIRE PULLS42 � ]p rA MIN MIN 20 zo PAINTED , � , � , � / ]A 24 12 TA TA GRAB BAR 1'-0" 3/4"PLYWOOD COUNTER W/ \ \ TA \ TApPLASTIC LAMINATE ON ALL I I I I ILT" I I/ 9 TA - �v 2_0^ EXPOSED SURFACES - - TA TF c g' PLASTIC LAMINATE SINK 11 1 13 3�o EDGE G.C.TO PROVIDE WOOD P LAM \ COUNTERTOP W/ BLOCKING AS REQUIRED FOR 4"BACKSPLASH& CABINET ATTACHMENT RETURN 3 sv-1 sv- sv-1 m= � - - - - REF OPEN /I I\\ ELEVATION(WOMENS) ELEVATION(WOMENS) ELEVATION(WOMENS) �� ELEVATION(WOMENS) o; u �38 o`�F w= THERMAL SHIELD HOT WATER& \ 3$ iv O.O DRAIN PIPES @ \ ;- a O=w -SEE DETAIL 5 ON PAGE A-0.04 FOR ADA DIMENSIONS 3- LINE OF CABINET BEYOND W/ O O LAMINATE ON ALL EXPOSED SURFACES,PAINT INSIDE 1 O'-1 3/4" TOILET ACCESSORIES SINK,INSULATE HOT WATER TOILET ACCESSORIES(TA) �n SUPPLY AND WASTE LINE ��S/ THERMAL SHIELD @HOT rp SURFACE MOUNTED SOAP DISPENSER(BOBRICK MODEL B-2111) Z N WATER&DRAIN PIPES ]A W W TOILET GRAB BAR(36"or 42")(BOBRICK MODELB6806-36 or B6806-42) O 0 Q Tp SURFACE MOUNTED 24"x 36"GLASS MIRROR WITH STAINLESS Q W STEEL FRAME(BOBRICK MODEL B-292 2436) J BREAKROOM COUNTER SCALE 19 BREAKROOM COUNTER SCALE 15 W -z SECTION @ SINK 3/4"=T-0" ELEVATION 3/8"=T-0" SURFACE MOUNTED TOILET SEAT COVER DISPENSER O o of Q Q u (BOBRICK MODEL B-221) L—J (Q O =5- Ulf H H C7 13 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL(BOBRICK MODEL B-254) �Pfn U)Z LU i� SURFACE MOUNTED TOILET TISSUE DISPENSER(BOBRICK MODEL B-2888) 31'-113/4" 0 i9 SURFACE MOUNTED HAND DRYER(DYSON-AIRBLADE VAB12) SEE DETAIL 2/A-0.03 FOR REQUIRED CLEARANCES 1V-41/4'. 10'-1" 8'-101/4" zu TOILET GRAB BAR(18")(BOBRICK MODEL B6806-18) TOILET FIXTURES(TF) (SEE PLUMBING PLANS) A A A A p 12 9 13 9 12 B A TFTA PERMIT SET WATER CLOSET za 1 1 20 1 8 e TA D 17 9TA B 17 H 06.01.15 SS WALL HUNG URINAL SCREEN C A4.01 A TF O O G A4.01 E PLAN PAINTED PLYWOOD TOP PANEL SS TOILET PARTITION a as F TF F 15 3/4"PLYWOOD DOOR W/ TF NORTH PLASTIC LAMINATE ON ALL 2A - A4.01 - 3/4"X 2-1/2"HARDWOOD ,F z TF EXPOSED SURFACES, URINAL y PAINT INSIDE WEB MEN WOMEN ❑ EMPLOYEE 8 ® SF TF 3/4"PLYWOOD WALL HUNG LAVATORY TA ADJUSTABLE SHELVES W/ s TA Is 0 3/4"X 1"HARDWOOD TRIM 3/4.' 1"HARDWOOD TRIM UNSTAINED W/(2)COATS AT FRONT,PAINT Tp rp TA Tp CLEAR FINISH,TYP.@ PLYWOOD ap 19 19 CO _ SHELVES 1/4"PLYWOOD BACK MATERIALS&FINISHES B2 CHROME WIRE PULLS PAINT ON INSIDE E D WALL V-2 IA N-5 3/4" 3/4"PLYWOOD BOTTOM PANEL, V-51/4" 4'-101/4'. PAINTED 23•_2 1/2^ 2,0" 3/4"PLYWOOD COUNTER W/ ie � S1A7L a MNSIUIpipy PLASTIC LAMINATE ON ALL Ao.9a EXPOSED SURFACES MANUFACTURER:MARLITE ., FRP COLOR:S100-WHITE �q G.C.TO PROVIDE WOOD SURFACE:PEBBLE FINISH PLASTIC LAMINATE EDGE BLOCKING AS REQUIRED FOR p opTa oasaPrloR 3/4"PLYWOOD DRAWER -Au�� CABINET ATTACHMENT FRONT W/PLASTIC 3/4"X 2-1/2"HARDWOOD WEB LAMINATE ON ALL FRAME,TYP. FLOOR x p F EXPOSED SURFACES (N)DOOR (E)DOOR 1/2"HARDWOOD DRAWER BACK o w r w= CHROME WIRE PULLS AND SIDE,TYP. N p 0 MANUFACTURER:MANNINGTON 1/4"PLYWOOD DRAWER BOTTOM ® SEE DOOR SCHEDULE A6.02 a O T= STYLE:MAGNA COMMERCIAL GRADE O Q w 3/4"PLYWOOD DOOR W/PLASTIC LAMINATE TOP S'V_1 COLOR:STONE GRAY WALL TYPE SEE 1/A5.01 O x W/LAMINATE ON ALL O EXPOSED SURFACES, 1/4"PLYWOOD BACK.PAINT ON MODEL No.: 18001 0 EXISTING WALL PAINT INSIDE INSIDE SIZE:6"INTEGRAL COVE WELDED SEAMS ® NEW WALL CONSTRUCTION DRAWN BY CE CONT.2X WOOD FRAMING CHECKED BY BP 3/4"X 1-1/2"EDGE TOP AND 3/4"PLYWOOD BOTTOM W/ BOTTOM W/PLASTIC PLASTIC LAMINATE TOP PAINT JOB#: 15-040 LAMINATE ON FRONT FACE PLYWOOD END LAMINATE,TYP. CEILING NOTE: INTERIOR ELEVATIONS PANEL W/PLASTIC 2X WOOD STRETCHERS @ Z-0"O.C. MANUFACTURER:BENJAMIN MOORE PROVIDE FRP ON ALL 3 WALLS AT DRINKING AND ENLARGED PLANS P-4 COLOR:TIMID WHITE FOUNTAINS COLOR#:2148-60 BREAKROOM COUNTER SCALE ENLARGED TOILET ROOM&EMPLOYEE ROOM SCALE A4.01 SECTION 3/4"=1'-0" PLAN,ELEVATIONS,NOTES,AND LEGEND 1/4"=1'-0" REUSE OF DOCUMENTS This document,and the ideas 3 Rows of a•-B••x 1s• and designs incorporated,as an OFFICE WINDOW SHELVING SUPPORTED instrument of professional TO BE ONE-WAY BV WALL MOUNTED service is the property of TEMPERED GLASS. STANDARDS.1/2" Framework Architecture,Inc. PLYWOODWI WHITE and is not to be used,in whole I Z MELAMINE FINISH. PROVIDE 1"x 2"LEDGE. Or In pall,for any reason without CONFIRM LOCATION OF the written authorization of `q ® SHELVING WI GROCERY o - Framework Architecture,Inc. OUTLET CONSTRUCTIO P3 MANAGER. 00o P1 A ELEVATION B ELEVATION � ELEVATION OFFICE WINDOW TO BE ONE-WAY TEMPERED GLASS. YJ 6' REFRIGERATIO PANEL w H ® 2 INTERIOR ELEVATION SCALE a FRONT 1/8"=1'-0" 12 ATA SPFE RACx m SAFE O O0. `O p ELEVATION E ELEVATION F ELEVATION 3 n A5.01 Y E 3 ROWS OF 4'-0"x Is-SHELVING SUPPORTED BY OFFICE WINDOW WALLMOUNTEDSTANDARDS.1/2"PLYWOOD coE a P3 WI WHITE MELAMINE FINISH.PROVIDE I"xT TO BE ONE-WAY TEMPERED GLASS. LEDGE.CONFIRM LOCATION OF SHELVING W/ GROCERY OUTLET CONSTRUCTION MANAGER. ; 4 4 IN \ ❑• zN G ELEVATION Fi ELEVATION W N ❑ Q°' AA 1"CONDUIT FROM REFRIGERATION/ALARM CONTROL PANEL TO DATA RACK W>¢> INTERIOR ELEVATION SCALE 11 NGENERAL CONTRACTOR TO COORDINATE AND VERIFY LOCATION OF ❑� J> RIGHT 1/8"=1'-0" ALL OFFICE EQUIPMENT WITH GROCERY OUTLET PROJECT MANAGER PHONE/DATA LOCATION-1"EMT FROM DATA RACK TO EACH PHONE/DATA W J Z AS LOCATION-TERMINATE WITH J-BOX @ 18"A.F.F.-STUB CONDUIT TO ABOVE o o Q O PRIOR TO INSTALLATION. CEILING(TYPICAL FOR 4 LOCATIONS AS SHOWN) �nn� 0 H� *PLEASE REFER TO FINISH SCHEDULE FOR FINISHES AT WALLS,FLOOR, C FAX LOCATION-VERIFY WITH OWNER a p�(n (n Z AND CEILING. Q J � W ALL CONDUIT TO BE 1"UNLESS NOTED OTHERWISE.PROVIDE CHAFING A VMS MONITOR,1"CONDUIT TO DATA RACK UV LU Q PROTECTION AT ALL EXPOSED CONDUIT ENDS WITHOUT J-BOXES,AND 0 ALSO PULL STRINGS FOR ALL J-BOXES. PROVIDE THE FOLLOWING ADDITIONAL ITEMS IN BACK-OF-HOUSE O *ALL BOXES/JACKS TO BE LOCATED UNDER THE COUNTERS UNLESS (1)1/2"CONDUIT FROM INSIDE THE DAIRY COOLER(CENTERED OVER DOOR, P3 NOTED OTHERWISE. AND 1"BACK)TO STRUCTURE ABOVE,WITH A 90 DEGREE SWEEP AT TOP, L J I `PROVIDE 24"x24"ACCESS PANEL ON CEILING IN EACH OFFICE FOR TERMINATING AT NEAREST STRUCTURAL MEMBER.SECURE CONDUIT AT P1 VENDOR ACCESS TO LOW VOLTAGE WIRING. BOTH ENDS.THIS MUST BE SEPARATE FROM ANY HIGH VOLTAGE CONDUIT. v 'IF A SOLID WALL(I.E.:CONCRETE)OCCURS BETWEEN THE (1)1/2"CONDUIT FROM THE COMPRESSOR CONTROL CABINET STUBBED PERMIT SET CHECKSTANDS AND OFFICES,CONTRACTOR TO PROVIDE AN OPENING WITHIN 2"OF CEILING,TO STRUCTURE ABOVE WITH A 90 DEGREE SWEEP AT AS REQUIRED FOR WIRING/CABLING ACCESS. TOP,TERMINATING AT NEAREST STRUCTURAL MEMBER.SECURE CONDUIT 06.01.15 AT BOTH ENDS.THIS MUST BE SEPARATE FROM ANY HIGH VOLTAGE CONDUIT. PLAN NORTH CONTRACTOR TO SEAL ALL CONDUITS AND PENETRATIONS AT COOLER BOXES AND EQUIPMENT ROOM. 1 1 e 1" 6'-10" A003 Ef"�"aA O (N)CONCRETE RAMP 1 DUPLEX OUTLET 1:20 MAX SLOPE.VIF. 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EXISTING r MTL.STUD x 20 GA 0 IV O.0 F LANGE BRACING W TOP B TOP TRACK 0 WOOD i FLASHING W:SLOCKI/O BE STUD FOR WALL 2 1/" SEE FOR WALL 2 1/" MASONRY WALLPLAN 1 STRUCTURAL FINISHES,SEE AV a_v OC TYP WHERE DRYWALL FINISHES,SEE CMU INFILL. NORTH f , •.,� �IIOOF MEMBRANE IS 110T HILL MIGHT(SEE SPAN FOR WALL SHT.A-6.01 SPLIT FACE AT FOR DETAILS SHT.A-6.01 - -/ TABLE FOR SPAGVG OF FLANGE FINISHES,SEE FRONT OF 5/8"GYP.BD.,TYP. :.-za SHT.A-6.01 STORE.SEE BHACING) 5/8"GYP.BD. STRUCTURAL 5/8"GYP.BD. 0 .ttt.1 tt. C TOP TRACK WOOD 25OS125-33 MTL. FOR DETAILS. 25OS125-33 MTL. 6"MTL.STUD X 20 GA.@ 16"O.O. STUD @ 16"O.C. STUD @ 16"O.C. IN LINE WITH BACK OF HOUSE WALL. SHEET OVER ROSIN SIZE BLDG PAPER EXTEND FURRED WALL TO PROVIDE NEW FURRING AND 6"X 20 GA.LATERAL BRACES BONG INSULATION BOTTOM OF ROOF DECK GYP.BD.AS SHOWN @ 8'-0'MAX.SEE STRUCTURAL EXTEND GYP 90 FULL 1OT PERIMETERIEXTERIOR WALL CMU WALL STOREFRONT CMU WALL ROOF HATCH CURB ONE SIDE ONLY WHERE B1 82 FURRINGWALL B3 FURRINGWALL 84 FURRING WALL EXTENDTO ROOFDECK E D SCALE 1 ,1 DRAFT STOP OCCURS TYPICAL 3"=1'-O° ---- PROVIDE ADDIT)DNAL FLANGE SEALANT W/BACKER ROD,TYP. MILT-UP ROOFING �; BRACING 0 SPACING NOICATEC 2"MIN. --� Cil1510'f - N SPAN TABLE WHERE DRYWALL TO ANY WALL M Z 01 NOT APPLIED 3" STAR Of Wa11N0(OM 4'FIBER CA14T 11� COOLER BOX TYPICAL �-+>�- -- -- COUNG WHERE OCCURS ' -- SAFETY POST (REFER TO REFLECTED wi nM on HaaoisTeB,n i � CEILING PLAN FOR HEIGHTS) AIRSPACE �LLIOATE mo oasaPrloN ARCHITECT -STEEL CURB WANTEGRAL I CAP FLASHING SUSPENDED CETL/XS PARTITION ---_ PADLOCK HA,gP B 1/2"CDX PLYWD. VARIES i i M 16 EC FT.ROOFA-UP" PER TO 4,_0„A.F.F. O i i SPECS WILAMODEL 2 Y BIL SAFEEY POST MOOEL2BY BILCO CO� COOLER/FREEZER COOLEILFREEZER COOLER/FREEZER COOLER/FREEZER SECURE TO ROOF W,THRU T BOX WALL,TYP. BOX WALL,TYP. BOX WALL,TYP. BOX WALL,TYP. BOLTS ACCORDING TO MFR 5M GYP BU BOTH SIDES B.O.CURTAIN WALL _ I I 11 ( pRECTIONS RANGE PINS ARE TAPED a SMELTED COOLERIFREEZER BOX WALL COOLERIFREEZER BOX WALL COOLERIFREEZER BOX WALL 9'-0"A.F.F.VERIFY I 1 A-SD1 i TO BE WELDED NONE REMOVABLE WfSMOOTH FIMSN UNIT)TYP C1 C2 C3 STOCK ROOM METAL STUDS ED 1 B'OC AUTOA111TIC FOIIYOPEN J a OPEIATING AM FIANCES BRIACE D AS PEA r DETAIL TMS SHEET TYP PARTITION NOTES: DRAWN BY CE J V FIBERGLASS INSULATION CANT TRACK(SAME GA A$ CHECKED BY BP I I HINGE1. SEE SHEET A-6.01 FOR WALL FINISHES. 1 I -FLASHING PER WA SPECS ORSTUD)SHOT P DS 42 2'O 01 2. USE WATER-RESISTANT GYP.BD.AT TOILET ROOMS 8 JANITOR AREA. OR EO SHOT EMBINIS EDMENT 3r OC 3. USE SOUND BATT INSULATION AT TOILET ROOMS. JOB#: 15-040 RIGID FKBERBOARO INSULATION (I ON 1 7718'ARR II ENT _ I 4. ALL 6"METAL STUDS TO UNDERSIDE OF STRUCTURE,U.N.O. C. EDT t13BB,LARK I2582)OR I I STL LNG µl SIDES EO TYP 5. ALL 3-5/8"METAL STUDS DIAGONALLY BRACED TO UNDERSIDE OF STRUCTURE,U.N.O. I ? PERa1TBNCT DINGS '. • CONCRETE STAB 6. ALL FURRING WALLS TO 4"ABOVE CEILING OR TO BOTTOM OF ROOF JOISTS WHEN THERE DETAILS I ' ISN'T A CEILING,U.N.O. MIN.OF 24"WIDE O LAADDDEER RRAJLiSTE p WELL)fORS 7 0 THACK�� 7. ALL COOLER/FREEZER BOX WALLS BY BOX MANUFACTURER. 'v YA1C LAETM ROOF HATCH SIZE STL AlIl10NG 8. PATCH AND REPAIR ALL(E)GYP.BD.SURFACES TO LIKE NEW CONDITION. L^� CURTAIN WALL SCALE 17 ROOF HATCH &LADDER SCALE 13 INTERIOR PARTITION SCALE 9 WALL TYPES SCALE 1 A5.01 WOOD DECK 1-1/2"=1'-0" 3/4"=1'-0' FULL HEIGHT-WOOD DECK 1-1/2"=1'-0" 3/4"=1'-0" REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional THREADED ROD -NOTE POWER POLE service is the property of (OR SPACE TO WAS CENTER DIVIDER Framework Architecture,Inc. STRUCT AS PTRDVDNC SEPARATE and is not to be used,in whole REOD,) RACEWAY FOR POWER or in part,for any reason without AND the written authorization of TELECOMMUNICATION - Z (N)26 GA Framework Architecture,Inc. CHECK STANDS TO COMPLY WITH 2O10 OSSC FOR PROPER CLEARANCES,HEIGHTS PAINTED AND SIGNAGE. CABLES v METAL COPING a•ODAr O1RDUM N Ri7L OOIOUT 14 CAT-5 PHONE at DATA CABLES I POINT SALE r (N)2X6 METAL COPING TO STUD OVERLAP ROOF (P.O S)MACHINE - .O MEMBRANE (N)BUILT-UP ROOF TO MATCH(E) IW CElIJND Y (E)TOP (N)1/2"PLYWOOD U. - PLATE SHEATHING TRIM NOT AT_j O CEILING DATA (E)2X STUD (N)2X6 BRACES Q V / �ED�2 CURET BELOW CEILI D AT 24"O.C. I BMDW CEILING FOR 17 CCE CEILING i FOR ACCESS POINT (N)HARDIm_ ACCESS POINT PRICE PRICE CHECKERPANEL SIDING (E)2X BRACES � CHECKER (CIECKSTAND 01 OVER WIRE(CHECKSTAND II ONLY) OVER PLATE BOTTOM O.o \ ONLY, PLYWOOD PL c PROVIDE CONVENIENCE (N)BUR CAPSHEET ;;E RECEPTACLE AT-30' FLASHING PER ua FACING('SALES FLOOR (E)BEAM MFR.SPEC 1 CAULKJOINT \\ (E)5/8"PLYWOOD re ROOF DECK OPE N94M N E m o DROPOUT FOIE — DROPOUT POLE (E)WOOD TRIM E a I �M�RGHBTA TRONB C FROMFORPOWERA ABLETiAYro�cam rpSZ TO CRfCKOUTSTAND (E)SOFFIT FINISH (E)SOFFIT FINISH L�;o CHECK STANDS SKIS (E)FRAMING TOTALNUI/BLOF IMBY MII�1 ADA CHECK WrtuTER --� OHOMSTANDSOF OFO1I�KSTAFY6 1•XBNy FTEID NSTANJFD TOP PFIOLE.DATA AND (E)CO COLUMN PER PLAN, P EACH DiSIYN OP EACH 09XI1 TRY VW/B XY••HEX HEAD TO BE A,�E SCREWS•17 O.0 MAX POWER CABLES vend T1ON ro HEADER PLAN n n n i b♦ i I�BIER HEADER PER PLAN Bb9 2 'k --- -- BUTYL ALL JOINTS IN FREEZERS ANGLE BRACKET. (N)COLUMN Sb 19 3 LL / NOTE BUM BETWEEN JOINTS ATTACH TO FLOOR BEYOND L(J owls S0 2D11cd F AS PANELS ARE ASSEMBLEDS 6POLE Cl) BOI�r�S .. NOT AFTER.BUTYL MUST NOT BE Z N EXPOSED FINISHED FLOOR W N' ACCESSIBLE CHECK STANDS SWILL POV�EASBNYUM CLEAR CIEQNUT UV Q AISLE WIDTH OF 3C WITH A► JMRl11l ADJOINING COUNTER H6LII►NOT \\� b OO EXCEEDING 30INCHES ADM THE FINISH FLOOR.THE TOP OF THE OOUNTE11 --- SIUCONE TOP WALL JOINTS W UP ACCESSIBLE CHECKSTAND SCALE '-- I1AIy.IS'CONT1N000S POS POWER POLE SCALE SIGN BAND DETAIL SCALE � � W Q>� DETAIL NONE 15 ANGLE W+"HD(HEAD SCREWS 7 3 I T O C MAIL 1/4"=1'-0" 1/2"=1'-0" °� _ 0 H cn (n Z C9 V U OUTSIDE EDGE OF COFFIN N FREE .- ._—_ � �� IQ J GYP.BD WRAPPED BOX COLUMN.HOLD WALLS _/J_ INSULATED WALL PANEL SY UV Q 1„ AS CLOSE AS POSSIBLE TO PIPING.NOTCH - REFRIGERATION CONTRACTOR. Q NOTE ALL CONDUIT 6 PIPE RUNS TO SE AROUND PIPING AS REQUIRED INSTALLED PLUMS AND TO BE TIE WRAPPED �J �.'DUMOND TREAD ALUM PLATE W 1d o c VERTICALLY TO ALLOW COLUMN (1)!1"INBLMT® (r�/ WRAPS TO BE INSTALLED. GERATX)11T 'A LIE W! NBLAATION �/?PLYWOOD DECK n I� OPTION.CONTRACTOR TO BUILD (1);'0 EMT USE ROAD FLOOR INSULATIONSUCIO REFRIGERATION CHASE ON SITE AS DIRECTED BY GOO PROJECT MANAGER O (IS 110 EMT LINES<USE FLEX STRIP SCREED Wr VIIIINIIERIE POSSIBLE T°NUT W' 'DB°NAX �NAIL F65M LINES S PERMIT SET 1"X I'HEX HEAD SCREWS 0 Ir .I (I),ro Pvc W/,•INSULATION OC MAX STAGGERED - 06.01.15 -----(1)j•O RETiBG6NT10N LINE W; I W X RI•IB GA GALV CONT. j•NSLXATION _ ANGLE TIE DORM PLAN RACEWAYS OR CASE TRAYS 1��(4. -� � I1W to I-XV TAP CONS M f7 NORTH CONTAINING ELECTRICAL / / (4)ZXW MM TRACK 20 GA.FULL HT OF > OC MAX CONDUCTORS SHALL NOT -- COL.r V FOR LATERAL SUPPORT,BRACE \ j TO AIRCRAFT CABLES CONTAIN ANY PIPE,TUBE,OR 77Q+'KNOB TO ROOF STRUCTURE .. Ci (E)FLOOR SLAB ArTACHED G W MIDDLE POWER POLE EQUAL FOR STEAM,WATER.AIR. GAS.DRAT NAM OR ANY SEEM / OTHER THAN ELECTRICAL ATTACH TRACK TO FLOORS AT POWER POLL ANCHOR BASE OF COLUMN USE H ' SWEDGE ANCHORS OR POWDER ACTIVATFO FASTENERS VERIFY WITH MANUFACTURER SUBMITTALS DIAMETER AND CUTSHEETS PRIOR TO CONSTRUCTION TEA00S TO CLG REFRIGERATION CHASE SCALE 14 FREEZER BOX DETAIL SCALE 1 I Plo E ° alDm DETAIL 3"=1'-0" 1-1/2"=l'-0" UNISTRUT TYP. -__-- FREE2EA(SHOWN NATt>NEV) STAR OF WASIIFOiOK FREEZER DOOR • \ __ _ (E1 CONCRETE BELOW RAMP PRIOR % AY FL STOCK SIDE 2 REMOVE 7 'XC M E Ig OA. ,T (I I.` �LLlonre vio Hoes isrea,nacwrecT I ��" ciPTIOH -- TO POURING(N)CONCRE T1 A r I I ! § I?X10•SWEDGE BOLT TYPICAL Ly F I i / 4A9 PT WI B LEG VE RTXAL ' VERIFY HEIGHT OF RAMP WITH FREEZER • MANUFACTURER PRIOR TO INSTALLATION ---- STL JAMB BY CHASE WHERE f DRAWN BY CE _�_� / CONCRFTT SPFCIFrAT10N APPUCABiE 4. _ CHECKED BY BP 400D PSI WI E FIR MESH REINFORCING AND MTL CORNER BEAD L''� JOB#: 15-040 F rn SMALL OR NO AGGREGATE SLOPE EVENLY w TO SMOOTH TRANSITION WI EXISTING STT GYP BD. w¢ SURFACE DETAILS z> T NON-STRUCTURAL CONCRETE FREEZER RAMP DETAIL SCALE 1 TRAFFIC DOOR JAMB SCALE 9 POS POWER POLE SCALE 1 A5.02 1/4"=T-0" DETAIL-HEAD SIMILAR 1-1/2"=1'-01, 1/4"=1'-0" REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional service is the property of Framework Architecture,Inc. _ and is not to be used,in whole or in part,for any reason without the written authorization of ------ GALVANIZED SHEET Framework Architecture,Inc. METAL DECK PAN. n STL LEG.SEE ANCHORING DETAIL •8u' 3AE DIA.1 975 MIN c \ EMSEDANCHORBOITAT EACH ANCHOR POINT. 1 U b BOLT PER UPRIGHT 2 •1 TYPICAL VIEW FROM SDE TYPICAL VEIN Fiy0111 f7GFTT PALLET SHELVING SCALE Q ELEVATIONS 3/4"=1'-0" 8 L m ALL SHELVING RUNS.GONDOLA(FFEE STANDING, O 6 DOUBLE-SIDED)OR WALL-MOUNTED.REOUIRE TWICE THE NUMBER OF SFA-HD SEISMIC FLOOR ANCHORS AS u c THE NUMBER OF UPRIGHTS IN THE RUN. FLOOR ANCHORS SHALL ANCHOR THE SHELVING UNITS AT t°n LEVELER LOCATIONS,FOR WALL-MWNTED UNITS / Y a THE BASE SHOE LEVELERS AND UPRIGHT LEVELERS MUST BE ANCHORED,FOR GONDOLA UNITS,BASE SHOE GENERAL NOTE: ALL LLVLLLRS MUST BE ANCHORED.SEE DIAGRAMS �Z!• BELOW_ E E`o EXPANSION BOLT FLOOR GONDOLA-TYPE(FREE-STANDING)SHELVING ANCHORS INDICATED ON �;v THIS SHEET TO BE . SIMPSON STRONG BOLT 2 1 'w TYPE OR EQUIVALENT (TO 4 UPRIGHTS 8 ANCHORS 6 UPRIGHTS. 12 ANCHORS \ �J unoFrNAL BE REVIEWED BY STRUCT. 3/8'DIA.x 1.875'MIN.'ENGINEER) PER SIZES LOnERry LL PEIwAaauNrED)sHELw EMBED EXPANSIONnG BOLT @ EACH LEG(4) w \ t Lu INDICATED ON DETAILS 4 � 4 BOLTS PER RACK MIN. y �� Z LM\I .L1PRIi118._B ANCHM 5 UPRIGHM-SOANCHM W N BRACING REQUIREMENTS SCALE 11 3 �Q PALLET SHELVING SCALE O NONE %'� 7 SEISMIC BRACING DIAGRAM 1-1/2"=V-0" W W Z EXPANSION BOLT EMBED 22'NOMINAL AT EACH ANCHM nO E� \\�U O =O -__STSL1CfURE ABOVE BASE DEPTH -"I PC-NY 29M. u o"' 1-- 1--0 b PER UPRIGHT. �u) W J SCAFCO VDOSLT25DJS' SLOTTED TRACK WITH f6X r'1 a' 14 Y4•WOODEED AT 8' S®IC FLOOR ( - - - Q STAGGERED O.0 STAGGEfED MID I10 A11CIpi BY MFG SCREW AT EACH WALL ANCHIOREO TO FLOOR . STUD FLANGE. W/EXPANSION ANCHOR BOLTS /J LEVELER SPAgSG I aF1 R�AOL4p G PER MFA. PER ...--ACT CEILING M CENTERLINE OF 11'401'WHERE OCCURS LEVELERS 6 SEISMIC fM Rg NOMINAL FIE A,12! FLOOR ANCHORS,TYP. GONDOLA SHELVING SCALE fi DEPTH SHELVES, —BE FINISHES LK4NSUIFILD 6 TV PERMIT SET SHELVING aAc�oMTD SECTION 3/4"=1'-0" --S1r OYY9 FLOOR TO -—-- ` 6 UPRK'HTS ACT(OR UNDERSIDE .-_ SHELVING SUPPORT 06.01.15 OF ROOF STRUCTURE) S FGMINAL DEPTH PLAN PACK CHANNEL M 46'O C. ° • BFLRVINC BASE'TYP NORTH -- -SHELVES DHOW /•� __- BASE BELOW \ WL EMBED 75• OrMfSION BOLT AT Gdl ANCHOR POINT. MN 4 BOLTS PER RACK SHELVING UPRKTHTS AT 4r \ GONDOLA SHELVING SCALE 10 °C GONDOLA SHELVING SCALE 2 E D PLAN 3/4"=1'-0" SEISMIC BRACING DIAGRAM 1/2"=1'-0" MUAL �/.'011111111111111111& STATE OF WASWAU M -6 SHELVES.TVP. - 5TE GWS OVER -- A.F.F.1/2"PLYWOOD TO 4'-0" ��f D�TM�� --- STL STUDS @ I& - A.F OVER 5/8"GYP.BD. b O.0 ti � 4S O.C. �--S7T GWB OVER MTL � onTa oasciarlon lr t� STUDS BASE LEVELERSIANCHOR SALES AFIGIL= STOCKROOM SIDE PO!!TS CENTERLINE OF I 1r V K 1 S'r 20 GA MTL 8TL= SHELVING LEVELERSI I&16'0 C.TO LAOIl1�! I A 1r 110•Iti/AL OF STRUCTURE SHELVING BACKBOARD BASE 0 STOCK TO BE 8 UPRIGHTS M. VA TFEX OR EOUAL / �, SIELVWC suPPORr I 2P NOMINAL / -SHELVES ITE.LOW / BASE DEPTH 0-I'W DU PA FS W SO!C �'- I \ DRAWN BY CE W/I=EMBEDMENT '` BASE BELOW I ao Ly lNOY�NLpiAN CHECKED BY BP -(E) ----------------SEISMIC FLOOR ••• TV• JOB#: 15-040 ANC 4M BELOW 3W DA k 1 877 - `• i a LONG-2 ANCHORS PER UPRIGHT 181/S LL11913i - . ,7YP. DETAILS-SHELVING FULL HEIGHT WALL AND WALL SHELVING SCALE 1 WALL SHELVING SCALE 9 WALL SHELVING SCALE 5 WALL SHELVING SCALE 1 A5.O3 DETAIL 1-1/2"=1'-0" PLAN 3/4"=V-0" SECTION 3/4"=V-0" SEISMIC BRACING DIAGRAM 1/2"=1'-O" REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional service is the property of Framework Architecture,Inc. and is not to be used,in whole or in part,for any reason without the written authorization of Framework Architecture,Inc. 0 0 o a o 0 0 00, ROOM ~ LOCATION FLOOR BASE WALL CEILING w NO. � 4 100 SALES AREA (E)CONC PER G.O. _ SPECS.SEE NOTE#7. RUBBER P7 8 P3 MAIN SALES AREA EXPOSED TO STRUCTURE U ON FRAMED WALLS (E)CONC PER G.O. COMP BASE ON FRAMED WALLS AND ON u SPECS.SEE NOTE#7 ONN FREEZER BOX WALLS a 101 BACK STOCK AREA FREEZER WALLS PLYWD.TO 4'-0" EXPOSED TO STRUCTURE FRE SEE NOTE#5 O 4X6 P.T.-sae specs HIGH. �m- 102 DAIRY COOLER SEE NOTE 1 ALL INTERIOR&EXTERIOR SURFACES-EMBOSSED GALVANIZED STEEL EXPOSED 103 MEAT COOLER SEE NOTE 1 ALL INTERIOR&EXTERIOR SURFACES-EMBOSSED o DN)TEMPERED GLASS STOREFRONT ENTRY DOOR.TINT TO GOI SPECIFICATIONS GALVANIZED STEEL EXPOSED 104 FREEZER SEE NOTE 2 ALL INTERIOR&EXTERIOR SURFACES-EMBOSSED o GALVANIZED STEEL EXPOSED rs �2(N)TEMPERED GLASS STOREFRONT.TINT TO GOI SPECIFICATIONS 105 MIENS RESTROOM VINYL VINYL FRP SEE NOTE#6&#8 GYP-P4(SEMI-GLOSS) y SEE NOTE 3 AND 4 VINYL 0(E)GLASS STOREFRONT 106 WOMENS RESTROOM VINYL SEE NOTE 3 AND 4 FRP SEE NOTE#6&#8 GYP-P4(SEMI-GLOSS) m o ®(E)COLUMN 107 EMPLOYEE VINYL RUBBER P7(SATIN) GYP-P4(SATIN) E E 108 MAIN OFFICE (E)CONC PER G.O. RUBBER P1(SATIN) GYP-P4(SATIN) SPECS.SEE NOTE#7 a o ATTIC STOCK TO BE PROVIDED: SCALE 109 BACK OFFICE (E)CONC PER G.O. RUBBER P1(SATIN) GYP-P4(SATIN) GAL.OF EA.PAINT ; ENTRY KEYNOTES 4 SPECS.SEEN G.O.TE 1 PKG.OF CEILING TILES(WHEN USED) �;_ 1/2"=1'-O" 110 HALLWAY (E)CONC PER G.O. RUBBER P1(SATIN)SEE NOTE#9 GYP-P4(SATIN) 00 SF OF VCT(WHEN USED) SPECS.SEE NOTE#7 1 BOX OF RUBBER BASE(WHEN USED) NEW CLEAR GLAZING NOTES VCT Flooring Primer for New Drywall ENERGY NOTES: Manufacturer: Manning Essentials Manufacturer: Kelly Moore FINISH SCHEDULE SCALE 1. FIXED GLASS TO BE DOUBLE GLAZING,1"THICK INSULATED GLASS NONE CONSISTING OF 1/4"CLEAR FLOAT GLASS(EXTERIOR FACE),1/2" Color: Cool White Color 971 ACRA-PLEX PVA Primer 1. U-FACTORS OF FENSTRATION PRODUCTS ARE TO Number: 141 1. FLOORS AND BASES IN COOLERS TO BE TERA-GEM III IFS EPDXY BY TERA LITE COLOR:GREY,TEXTURE: #70 MESH OVER AIR SPACE,1/4"CLEAR FLOAT GLASS(INTERIOR FACE) ( ) W Primer for Exposed Wood/Other o BE DETERMINED IN ACCORDANCE WITH NFRC 100 P CONCRETE FLOOR. SURFACES SHALL BE COVED AT THE JUNCTURE OF THE FLOOR AND WALL WITH A 3/8"MINIMUM RADIUS AND BY AN ACCREDITED AGENCY. 2. "T"DENOTES 1"THICK INSULATED TEMPERED GLASS CONSISTING Rubber Cove Base Border Manufacturer: Kelly Moore SHALL EXTEND UP THE WALL A MINIMUM OF 4 INCHES,EXCEPT IN AREAS WHERE FOOD IS STORED ONLY IN UNOPENED BOTTLES, Z cM�l 2. SOLAR HEAT GAIN COEFFICIENT(SHGC)OF Manufacturer: Burke Commercial 295 UNI-PRIME CANS,CARTONS,SACKS,OR OTHER ORIGINAL SHIPPING CONTAINERS.THE PRE-MANUFACTURED COOLER BOX WALL AND CEILING W c-1 OF 1/4"CLEAR FLOAT TEMPERED GLASS(EXTERIOR FACE),1/2"AIR Color: Black 0 >- GLAZED FENSTRATION PRODUCTS ARE TO BE SPACE,1/4"CLEAR FLOAT TEMPERED GLASS(INTERIOR FACE) ARE CONSTRUCTED OF WHITE,EMBOSSED GALVANIZED 26 GA.METAL. Q DETERMINED IN ACCORDANCE WITH NFRC 200 BY Number: 701,H: 6" Primer for Exposed Metal O Q AN ACCREDITED AGENCY. " W Manufacturer: Kelly Moore 2. FREEZER FLOORING TO BE DIAMOND TREAD ALUMINUM PLATE,ATP 3/16.WALLS AND CEILING ARE CONSTRUCTED OF WHITE, 3. STOREFRONT GLASS SHALL HAVE A MAX.SOLAR HEAT GAIN *k 3. AIR LEAKAGE OF WINDOWS AND DOORS ARE TO BE FRP 1725 ACRY-SHIELD � EMBOSSED GALVANIZED 26 GA.MATERIAL. COEFFICIENT OF 0.40 AND U=0.45 PER ENERGY REPORT W Z DETERMINED IN ACCORDANCE WITH NFRC 400 BY REQUIREMENTS. Manufacturer: Marlite �o IY Q O AN ACCREDITED AGENCY. S100-WHITE 3. ALL FLOORING MUST COMPLY WITH THE OREGON DEPARTMENT OF AGRICULTURE DEPARTMENT OF HEALTH DEPARTMENT- n n n 0 0 �� 4. CURTAIN WALL,STOREFRONT GLAZING AND NO SMOOTH SURFACE IF APPLICABLE: ACCEPTED FLOOR MATERIALS. GENERAL CONTRACTOR TO VERIFY. �(n (n Z COMMERCIAL ENTRANCE DOORS ARE TO BE ATTIC STOCK SHALL BE Q J TESTED IN ACCORDANCE WITH ASTM E 283. 1. GLAZING SUBCONTRACTORS SHALL FIELD VERIFY ALL Vinyl Flooring PROVIDED ON ALL PROJECTS- 4. VINYL FLOORING MUST BE HOMOGENOUS WITH INTEGRAL SMOOTH COVE BASE EXTENDING UP WALL A MINIMUM 6 INCHES WITH a W W 5. STOREFRONT GLASS SHALL HAVE A MAX.SOLAR DIMENSIONS ON DRAWINGS AND IN FIELD. Manufacturer: Mannington 100 SF OF VCT,1 GALLON OF 3/8"MIN RADIUS COVE. TOP SET COVE BASE IS NOT ACCEPTABLE. HEAT WELD ALL SEAMS.MATERIAL AS SPECIFIED IN G.O.SPEC. O v Q HEAT GAIN COEFFICIENT OF 0.40 AND A U-FACTOR Magna Commercial Grade EACH PAINT,1 PKG.OF CLG. MANNINGTON MAGNA COMMERCIAL GRADE#18001. =0.45 PER ENERGY REPORT REQUIREMENTS. Color: Stone Gray TILES,1 BOX OF RUBBER BASE 2. ALL STOREFRONT FRAMES,MULLIONS,ETC.SHALL MATCH. � 6. GLASS ENTRANCE DOORS SHALL HAVE A MAX. Number: 18001 (ONLY IF USED) 5. AT MOP SINK,INSTALL FRP,4'-0"HIGH AT WALL SIDES.MARLITE P-100 WHITE PEBBLED SURFACE,3/32"THICK. SOLAR HEAT GAIN COEFFICIENT OF 0.40 AND A 3. T=TEMPERED GLASS 6"Integral Cove W/Welded Seams r� U-FACTOR=0.60 6. WALLS OF THE RESTROOMS AREA ARE TO BE FINISHED WITH FRP OVER A MOISTURE RESISTANT UNDERLAYMENT(EG.WATER 4. 15=INSULATED METAL PANEL(GLAZEGUARD 1000 OR EQUIV.) SEAL ALL STAINS PRIOR TO FINISH COAT RESISTANT GYP). FRP TO BE FLOOR TO CEILING. PERMIT SET 5. ALL NON-ACCESSIBILITY SIGNAGE UNDER SEPARATE PERMIT P4 7. FOLLOW GOI SPECIFICATIONS. PROVIDE CONCRETE PENETRATING CLEAR SEALER ON EXISTING CONCRETE FLOORS.FOR P1 Salesroom and Breakroom Ceiling SALES FLOOR AND OFFICE FLOOR USE PRODUCT FROM G.O.SPECIFICATIONS,CONSOLIDECK LS DENSIFIER GUARD FLOOR SYSTEM. 06.01.1 5 Side&Back Interior Walls Manufacturer: Benjamin Moore FOR STOCK AREA FLOOR USE PRODUCT FROM G.O.SPECIFICATIONS,BURKE#310 SPARTAN COTE CURE SEAL HARDENER OR WINDOW NOTES SCALE Manufacturer: Benjamin Moore Color: Timid White APPROVED EQUAL. PLAN 3 Color: Simple Pleasures Color Number: 2148-60 NORTH 1/4"=1'-0" p A. GRIND SALES FLOOR WITH PROPER GRIT METAL BONDED DIAMONDS,TO REMOVE ANY COATINGS(THIN SET,FLOOR FILL OR Color Number: 1097 EPDXY). THIS PROCEDURE WILL ALSO LEVEL THE FLOOR AND OPEN THE CONCRETE PORES REVEALING ANY P5 IMPERFECTIONS AND REPAIRS THAT WILL BE NEEDED. P2 Salesroom Columns B. FLOOR PREP AND REPAIR BEGINS AT THIS TIME. FILLING SPALLS,DIVOTS,AND EXISTING PENETRATIONS WITH CTS RAPID Window and Doorway Trim Manufacturer: Benjamin Moore SET TRU SELF-LEVELING MATERIAL. TRU HAS A FAST SET TIME AND WILL POLISH UP TO THE DESIRED GLOSS. CRACK Manufacturer: Benjamin Moore Color: Heritage Red SEMI-GLOSS REPAIR INCLUDES: Color: Fresh Brew Color Number: PM-18 a. ROUTING OUT OF CRACKS. Color Number: 1232 b. VACUUM CLEAN OUT OF ROUTED AREAS. SEMI-GLOSS c. INSTALL A 2 PART EPDXY THEN GRIND SMOOTH. E D P3 C. JOINT FILLER-SAW CUT EXISTING FLOOR CONSTRUCTION AND CONTROL JOINTS TO CLEAN,PREP FOR ADHESION AND VACUUM CLEAN. FURNISH AND INSTALL SSP-500 JOINT FILLER AND SHAVE SMOOTH. Front Wall and Ceiling Beams D. BEGIN POLISHING SLAB USING DIAMOND IMPREGNATED RESINS-GRITS 50-100-200-400.APPLY LS DENSIFIER BY Manufacturer: Benjamin Moore CONSOLIDECK.CONTINUE POLISHING WITH 800 GRIT RESINS. APPLY 2 COATS OF LS GUARD AND HIGH SPEED BURNISH. sr x wraK�otor Color: Penny E. SPIFF COAT-APPLY THE LAST AND 3RD COAT OF LS GUARD,FOLLOWED BY A HIGH SPEED BURNISH. Color Number: 2163-30 ROOM FINISH LEGEND I SCALE 8. PAINT FINISH IN RESTROOMS TO BE SMOOTH(NOT TEXTURED OR ROUGH)AND WASHABLE. onre -cPnON NONE A 9. PROVIDE FRP ON ALL 3 WALLS AT DRINKING FOUNTAINS GENERAL FINISH NOTES DRAWN BY CE CHECKED BY BP JOB#: 15-040 FINISH SCHEDULES A6.01 REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional service is the property of Framework Architecture,Inc. and is not to be used,in whole or in part,for any reason without the written authorization of Framework Architecture,Inc. DOOR SCHEDULE MATERIAL FINISH DETAILS DOOR DOOR ROOM DOOR SIZE THICK TYPE HDWR GLASS LOUVER & REMARKS,REFER TO DO SCHEDULE IN NO. GRP DOOR FRAME DOOR FRAME HEAD JAMB SILL FRAME NOTES: RATING 100 100 14'-0"x T-0" 0'-1 314" D A ALUM ALUM FF FF CLR N/A D F-SEE AUTO ENTRY DOOR NOTE BELOW TEMP SCHEDULE 101A 101 PR.T-6"x T-0" 0'-0 112" B C PVC SS FF FF 9/A5.02 PLR N/A G (E)OVERHEAD DOOR.PROVIDE NEW KEYED 101 B 101 8'-0"x V-0" 0'-1 3/4" F E MTL MTL PTO PTO N/A PADLOCK.VERIFY ALL HARDWARE MATCHES GOI SPECIFICATIONS.INSTALL REMARKS ANY MISSING HARDWARE A. MAINTAIN(E)HARDWARE.VERIFY THAT(E)HARDWARE COMPLIES WITH , EXISTING DOOR AND HARDWARE.VERIFY LOCAL CODES 101C 101 T-O"x T-0" 0'-1 314" A B MTL MTL PTO PTD N/A ALL HARDWARE MATCHES GOI SPECIFICATIONS.INSTALL ANY MISSING B. FOR PAINT KEY AND SPEC.SEE SHEET A-6.01-ROOM FINISH LEGEND HARDWARE 102 102 S-0"x T-0"MIN. MFR. MFR. MFR. FF FF N/A DAIRY COOLER DOOR C. FOR ADA REQUIREMENTS SEE DOOR GENERAL NOTES 103 103 5'-0"x T-0"MIN. MFR. MFR. MFR. - FF FF N/A MEAT COOLER DOOR D. EXIT DOORS ARE TO BE OPERABLE FROM INSIDE WITHOUT USE OF A 104 104 5'-0"x 7'-0"MIN. MFR. MFR. MFR. - - FF FF N/A FREEZER DOOR KEY,SPECIAL KNOWLEDGE OR EFFORT.KEY LOCKING HARDWARE MAY 105 105 3'O x 7'-0" 0'-1 314" A F MTL MTL PTD PTD N/A C,J BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT DOOR HAS A DURABLE i 106 106 T-0"x T-0" 0'-1 3/4" A F MTL MTL PTD PTD N/A C,J SIGN ON OR ADJACENT TO THE DOOR STATING"THIS DOOR IS TO 107 107 T-W x T-0" 0'-1 314" A D MTL MTL PTD PTD N/A C,J REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED."THE SIGN O SHALL BE IN LETTERS NOT LESS THAN ONE INCH HIGH ON A 108 108 T-W x T-0" V-1 3/4" A D MTL HIM PTO PTD TEMP N/A C,B,H CONTRASTING BACKGROUND.WHEN UNLOCKED,THE DOOR MUST BE 109 109 T-0"x T-0" V-1 3/4" A D MTL HIM PTD PTD TEMP N/A C,B,H FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. 110 110 T-0"x T-0" 0'-1 3/4" A B MTL MTL PTD PTD N/A E. SUITE IDENTIFICATION:12"TALL(1-3/4"STROKE)ADDRESS NUMBERS IN A READILY VISIBLE LOCATION(=>W ABOVE GRADE)NUMBERS SHALL A, HIGHLY CONTRAST WITH ASOLID BACKGROUND.GLASS BACKGROUNDS AND BRASS/BRONZE NUMBERS ARE NOT PERMITTED.CONTRACTOR TO COORDINATE LOCATION WITH FIRE DEPARTMENT. F. SLIDING DOORS WITH BREAKAWAY FEATURE-MAX BREAKAWAY FORCE TO BE 50 LBS. G. DOOR SHOWN TO BE RUBBAIR ULTRA-LITE MODEL ULT8496 DOORS AS MANUFACTURED BY ECKEL INDUSTRIES,INC.,AYER,MA.DOORS ARE DOUBLE-ACTING,FLEXIBLE BLACK VINYL CONSTRUCTION,WITH 24"WIDE BUMPERS,STANDARD OPTION CLEAR PVC VISION PANELS,STANDARD STAINLESS STEEL HARDWARE,AND STANDARD FULL PERIMETER GASKETING.SEE GOI SPECIFICATIONS. H. 6"X 24"TEMPERED/ONE WAY GLASS,SEE SPECIFICATIONS. n� I. PROVIDE SMOKE SEALS FOR DOOR AT EQUIPMENT ROOM u AUTOMATIC ENTRY NOTES: J. PROVIDE 1"UNDER EACH DOOR PER MECHANICAL DRAWINGS U.I 0 ENTRY DOOR SYSTEM: CONTACT:STANLEY ACCESS TECHNOLOGY,DALLAS FINK,510.750.7870 PH �Cl) MANUFACTURER:STANLEY OR EQUAL.SEE GOrS SPECIFICATIONS. LI.I N PRODUCT:DURP.GLIDE 2000 AUTOMATIC BI-PARTING DOOR(O-SX-SX-O CONFIGURATION) PROVIDE BREAK-AWAY FEATURE FOR DOORS TO SWING OPEN OUT DURING A POWER FAILURE. ACTIVATION:TWO-WAY TRAFFIC STANLEY SU-1000 MOTION SENSOR CONTROLS SEE DETAIL 13/A-0.02 FOR ADDITIONAL ACCESSIBILITY INFO. O COLOR:CLEAR ANODIZED FINISH O Q >Q LLI LU _Z HARDWARE GROUPS DOOR&HARDWARE NOTES °� of a o (Cln� O =(—6"x 24"ONE WAY TEMPERED WINDOW HOLLOW METAL, I SEE DOOR SCHEDULE f----"' FOR LOCATION PAINTED i REFER TO GOI'S SPECIFICATIONS.THEY TAKE PRECEDENCE OVER ANY WRITTEN SPECIFICATIONS ON HARDWARE. W J ALARMED EXIT DEVICE I, ' i� U CO Q WHERE OCCURS �i Q I �v a�OORM HARDWARE GROUP A-EXISTING EXIT DOOR HARDWARE GROUP D-OFFICE/BREAK ROOM VIEWER(PEEP HOLE) yLICpAgdA0,q HINGES: HAGER,3 PAIR,NRP,BB1191,US26D(IF NEEDED) HINGES: HAGER,1-1/2 PAIR,NRP,BB1279,US26D WHERE OCCURS ii; �`II DOUI EACTIONfi VWVI ALARM DEVICE:DETEX EAX-500 PROVIDE PROPER KEY CYLINDER LOCKSET: SCHLAGE ND80RD RHO-ALSO SEE SPECS. DOOR LOUVER I `� �� INCL ALL NArowARE�� PANIC HARDWARE:FALCON 19-R SERIES SP28(INCLUDE WALL STOP: IVES 402 1/2,US26D ® WHERE OCCURS �; `, DOOROAEQ>RDINlXRI NECESSARY PULLS AND HARDWARE) SS KICK PLATE < I' INSTALL et!•wEMhro NO OUTSIDE LOCK OR PULLS HARDWARE GROUP E-ENTRY DOOR WHERE occuRs _ u_♦J—AW ali W _ ___ SURFACE CLOSER: LCN 4111 SERIES,AL ALL HARDWARE BY MANUFACTURER.REKEY LOCK TO PERMIT SET A HOLLOW METAL DOOR !e1 TRAFFIC DOOR PROVIDE FLUSHBOLTS OR SURFACE MOUNTED SLIDE BOLTS ON GOI STANDARDS. INACTIVE DOOR. -SEE AUTOMATIC ENTRY NOTES ABOVE FOR MORE 06.01.15 THRESHOLD: PEMCO 171A INFO.AND SEE 13/A-0.02 1. PROVIDE COMPLETE CODE CONFORMING FINISH HARDWARE SCHEDULE AND INSTALLATION AS NOTE:WEATHERSTRIP ALL DOOR SWEEP: PEMCO 3452AV DOORS ARE EXISTING.VERIFY THEY ARE IN WORKING REQUIRED FOR A FULLY OPERATION FACILITY,INCLUDING WORK REQUIRED FOR PROPER PLAN EXTERIOR DOORS AND AS WEATHER STRIP: PEMCO 3504ICP ORDER COMPLETION OF PROJECT,THOUGH NOT DEFINITELY SPECIFIED HEREIN NORTH REQUIRED PROVIDE DRIP GUARD AT TOP ALSO PROVIDE PEEP HOLE IF NOT SUPPLIED HARDWARE GROUP F-RESTROOM/STOCKROOM 2. TEMPLATES:FURNISH TEMPLATES OF PHYSICAL HARDWARE ITEMS TO DOOR AND FRAME EO EQ/ VIEWER(PEEP HOLE) HINGES: HAGER,1-1/2 PAIR,NRP,BB1279,US26D MANUFACTURERS AS REQUIRED TO ENSURE PROPER PREPARATION FOR HARDWARE WHERE OCCURS LOCKSET: NONE 3. HARDWARE:SECURELY ANCHOR WITH APPROPRIATE FASTENING DEVICES.FINISH EXPOSED — ASTRAGAL HARDWARE GROUP B-EXIT DOOR PUSH/PULLS:IVES 8103-0 EZ DOOR PULL(10")W/8303 FASTENERS TO MATCH HARDWARE WHERE OCCURS HINGES: HAGER,1 PAIR,NRP,6B1191,US26D(IF NEEDED) PULL PLATES BOTH SIDES 4. KEYING:COORDINATE WITH TENANT REGARDING KEY AND PIN FOR LOCKSETS AT DOORS.LOCKS ARE ---ALARMED EXIT DEVICE ALARM DEVICE:DETEX EAX-500 PROVIDE PROPER KEY CYLINDER SURFACE CLOSER: LCN 4111 SERIES,AL TO BE GRAND MASTER KEYED,MASTER KEYED AND KEYED ALIKE IN DIFFERENT SETS.PROVIDE ONE WHERE OCCURS SET OR CONSTRUCTION CORE AND TWO CONSTRUCTION CONTROL KEYS. --- PANIC HARDWARE:FALCON 19-R SERIES SP28(INCLUDE WALL STOP: IVES 402 1/2,US26D 5. DOOR CLOSERS:MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS.FOR INTERIOR E D . - DOOR LOUVER NECESSARY PULLS AND HARDWARE) KICKPLATE:8400 10"X 34"BOTH SIDES DOORS AND 5 LBS.FOR EXTERIOR DOORS h� 3 WHERE OCCURS NO OUTSIDE LOCK OR PULLS 6. COORDINATE TEMPLATES AND REINFORCING W/DOOR AND FRAME MANUFACTURER SURFACE CLOSER: LCN 4111 SERIES,AL HARWARE GROUP G-OVERHEAD COILING DOORSS 7. COORDINATE ALL HARDWARE REQUIREMENTS WITH ANY SECURITY DEVICES INDICATED. 1� WHERE KOCCURS THRESHOLD: PEMCO 171A OVERHEAD COILING DOOR HARDWARE BY MFR AND TO COORDINATE INSTALLATION FOR PROPER OPERATION,INTERFACE,AND CONNECTION WITH ANY Sf�AR MNSI�OiOM b _ DOOR SWEEP: PEMCO 3452AV SUPPLIED WITH DOOR EXISTING DOOR.PROVIDE A NEW SECURITY DEVICES AND/OR SECURITY SYSTEM rLNOLLOW METAL DOOR WEATHER-STSYPPING WEATHER STRIP: PEMCO 3504ICP KEYED PADLOCK 8. ALL ELECTRONICALLY CONTROLLED HARDWARE SHALL BE"FAIL-SAFE"TYPE.PREP DOORS WITH WHERE OCCURS PROVIDE DRIP GUARD AT TOP ALSO ELECTRICAL LOCKSET AS REQUIRED,ASSEMBLY RATING SHALL BE MAINTAINED NOTE: WILL AROUND) HARDWARE GROUP H-EQUIPMENT ROOM wl AMDA ID H�015TER ARCHITECT ALL STOREFRONT GLAZING - oATs oasciPrloN HINGES: HAGER,3 PAIR,NRP,BB1191,US26D 9. SEE DOOR SCHEDULE AND FINISH SCHEDULE FOR DOOR AND FRAME FINISH.EXISTING DOORS AND ALL STOREFRONT ENTRANCE DOORS TO BE U-ACTOR 0.80 FRAMES TO BE RE-USED SHALL BE REFINISHED AS NECESSARY.FIX ENTIRE DOOR AND FRAME. LATCH SET: SCHLAGE ND53RD RHO THRESHOLD:PEMCO 171A 10. G.C.AND HIS SUB-CONTRACTORS ARE RESPONSIBLE TO DETERMINE HARDWARE SPECIFIED WILL DOOR SWEEP:PEMCO 3452AV FULLY FUNCTION.VERIFY WITH GO ANY QUESTIONS ON FUNCTIONIBILITY AND INTENTED USE. to NOTE: WEATHER STRIP:PEMCO 3504ICP 18 GA.COMMERCIAL ASTRAGAL:PEMCO 355-CS ROLL-UP DOOR wI z F 71 FLUSH BOLTS:IVES261(TOP AND BOTTOM) 4 -z DRAWN BY CE 3 CHECKED BY BP JOB#: 15-040 14 0 FINISH SCHEDULES �1 ALUMINUM AND GLASS STOREFRONT NOTE: $-0" PROVIDE TEMPERED GLAZING AROUND ENTRANCE DOOR ROLL UP DOOR AS REQUIRED PER CODE F DOOR TYPES SCALE DOOR&HARDWARE SCHEDULE SCALE A6.02 1/4"=T-0" 1 A NONE STRUCTURAL NOTES A. CONCRETE MASONRY A.3. CONNECTORS: VLMK GROCERY OUTLET ARLINGTON,WA-VLMK JOB#20150175 A.1. DESIGN fm=1500 PSI AT28DAYS. A.3.a. TISTRAPS, STR PS,F RAMIIGANCN AS ORS,HAGE OR AS R,STIRUPS,COLUMNCAPS,COLUMNBASES,ETC., CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM DIVISION 1-GENERAL A.2. ALL CONCRETE MASONRY UNITS TO BE MEDIUM WEIGHT UNITS PER ASTMC90. TO A.3. NET AREA COMPRESSIVE STRENGTH(NAGS)OF THE CONCRETE MASONRY UNITS SHALL COMPLY WITH A.3.b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN. ENGINEERING + DESIGN IBC TABLE 2105.2.2.1.2.SEE UNIT STRENGTH METHOD TABLE BELOW. A.3.c. ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH'U'TYPE CONCRETE: A. GENERAL A.4. MORTAR TO BE TYPE S(1800 PSI)USING THE'PROPERTY METHOD'PER ASTM C270. HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS. DRILLED-IN EXPANSION/WEDGE ANCHORS IN CONCRETE PER ICC EVALUATION REPORT P TESTING LAB 3933 SW Kelly Avenue A.I. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION.THE DRAWINGS GOVERN OVER THE A.5. GROUT TO HAVE A MINIMUM 28 DAY STRENGTH OF 1.25 TIMES THE DESIGN ha BUT NOT LESS THAN 2000 A.3.d. NAILING:ALL NAILS SPECIFIED IN THE DRAWINGS TO BE"COMMON"NAILS UNLESS OTHERWISE GENERAL NOTES TO THE EXTENT SHOWN. PSI.SEE UNIT STRENGTH METHOD TABLE BELOW. NOTED.ALL NAILING SHALL COMPLY WITH IBC TABLE 2304.9.1,NAILING SCHEDULE,OBTAIN STRUCTURAL WELDING AND HIGH-STRENGTH BOLTING: Portland,Oregon 97239 A.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS. 503.222.4453 A.6. ALL GROUT MIX DESIGNS TO UTILIZE A FLUIDIFIER ADMIXTURE,INTRUSION AID BY SPECRETE-IP OR MATERIAL VERIFICATION OF STRUCTURAL STEEL,DECKING, COORDINATE LOCATIONS C OPENINGS THROUGH FLOORS,ROOFS AND WALLS WITH(VLMK) O ARCHITECTURAL, APPROVED EQUAL.DOSAGE TO BE PER MANUFACTURERS RECOMMENDATION A.3.e. NAILS AT ROOF AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR CROWN IS HIGH STRENGTH BOLTS,NUTS AND WASHERS,ANCHOR P TESTING LAB VLMK.COM MECHANICAL AND ELECTRICAL DRAWINGS.NOTIFY VLMK CONSULTING ENGINEERS(VLMK)OF ANY FLUSH WITH THE SURFACE OF THE SHEATHING.CHECKAND RESINK IF NEEDED,IMMEDIATELY RODS,AND WELD FILLER MATERIALS DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. A.7. COMPLIANCE WITH fm SHALL UTILIZE EITHER THE"UNIT STRENGTH METHOD"OR THE"PRISM TESTING BEFORE ROOFING. A.3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF METHOD"FROM THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. A.31 BOLTS-SEE DIVISION 5 METAL. SINGLE PASS FILLET WELDS 5/16"AND SMALLER P TESTING LAB VERTICAL AND LATERAL LOAD SYSTEMS.VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES A.8. FOR THE UNIT STRENGTH METHOD: A,3,g, CORROSION PROTECTION: RELATED TO JOB SITE SAFETY PRECAUTIONS,OR TO REVIEW THE MEANS,METHODS,TECHNIQUES, DESIGN fm NACS GROUT STRENGTH APPROVED FABRICATORS: SEQUENCES,OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK.UNLESS WE ARE A.3.g.a. CONFIRM REQUIRED CORROSION PROTECTION FOR HARDWARE AND FASTENERS SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE,OUR WORK IS LIMITED TO THE DESIGN 1500 PSI 1900 PSI 2000 PSI WITH SPECIFIC RECOMMENDATIONS FROM PRESSURE TREATING MANUFACTURER OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. 1800 PSI 2440 PSI 2250 PSI OR HANGER MANUFACTURER(USE MOST CONSERVATIVE)FOR SPECIFIC WOOD CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE TREATMENTS USED. ARCHITECT OR ENGINEER OF RECORD,FOR ALL OFF SITE A.A. P TESTING LAB APPLY. A.9. ALL WORK SHALL CONFORM TO SECTION 2103 THROUGH SECTION 2108 OF THE LATEST EDITION OF THE A.3.g.b. MINIMUM CORROSION PROTECTION ON METAL CONNECTORS EXPOSED TO THE JOISTS AND GIRDERS,GLU-LAMS,AND PRE-CAST CONCRETE A.S. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. INTERNATIONAL BUILDING CODE. ENVIRONMENT(SIMPSON ZMAX) PRESSURE TREATED LUMBER TO BE PER ASTM A653 CLASS 185 )OR ASTM A723. A.B. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE(IBC)AS A.10. REINFORCING FOR MASONRY TO BE ASTM A615 GRADE 60 PLACED IN CENTERS OF CELLS AS NOTED IN A.3.g.c. FASTENERS FOR PRESSURE TREATED LUMBER MUST BE MINIMUM HOT-DIP AMENDED BY THE STATE OF WASHINGTON AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS DRAWINGS. GALVANIZED,STAINLESS STEEL,SILICON BRONZE OR COPPER. SPECIAL INSPECTION PROGRAM NOTES: THATAPPLV. A.11. ELECTRICAL BOXES,CONDUIT AND PLUMBING SHALL NOT BE PLACED IN ANY CELL THAT CONTAINS A.3.g.d. HOT-DIP GALVANIZED HARDWARE AND FASTENERS MUST COMPLY WITH ASTM 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. A.7. DESIGN CRITERIA: REINFORCING. A153,STAINLESS STEEL FASTENERS TO BE TYPE 304 OR TYPE 316. A.7.a. FLOOR LIVE LOADS(PER IBC 1603.1.1) A.12. FOR GROUT LIFT HEIGHTS EXCEEDING 4'-0',PROVIDE BAR POSITIONERS FOR ALL VERTICAL WALL HARDWARE AND FASTENERS USED TOGETHER MUST BE THE SAME TYPEC=CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES,OBSERVING THE q,3.g.e. REINFORCING. (E.G.( WORK REQUIRING SPECIAL INSPECTION. MEZZANINE 100 PSF HOT-DIP GALVANIZED NAILS WITH HOT-DIP GALVANIZED HANGERS). p=PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO A.7.b. ROOF SNOW LOAD(PER IBC 1803.1.3) A.13. SEE DRAWINGS FOR REINFORCING SIZE AND SPACING. A.A. DELIVERY AND STORAGE:ALL LUMBER AND SHEATHING DELIVERED TO THE SITE,SHALL BE STACKED OR CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT FLAT-ROOF SNOW LOAD (Pt) 25 PSF STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER. DRAWINGS AND SPECIFICATIONS. SNOW EXPOSURE FACTOR (Ce) 0.9 DIVISION 5-METAL A.S. NOTIFY ENGINEER FOR OBSERVATION OF ROOF SHEATHING NAILING.OBTAIN ENGINEER'S APPROVAL SNOW LOAD IMPORTANCE FACTOR (Is) 1.0 PRIOR TO STARTING ROOF INSTALLATION.SEE STRUCTURAL OBSERVATION NOTES FOR ADDITIONAL 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: REQUIREMENTS. TESTING LAB: TO BE DETERMINED THERMAL FACTOR (00 1.0 A. GENERAL AS. CUTTING AND NOTCHING OF JOISTS NOT ALLOWED.A 1 INCH DIAMETER HOLE MAY BE DRILLED IN THE A.7.c. WIND LOAD(PER IBC 1603.1.4) Ai. ALL STRUCTURAL MEMBERS TO BE DETAILED,FABRICATED AND ERECTED IN ACCORDANCE WITH THE CENTER 1/3 OF THE MEMBER DEPTH.ALL OTHER HOLES TO BE APPROVED BY ENGINEER. TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM.THE LATEST EDITION OF AISC STANDARDS SUBMIT SHOP DRAWINGS OF COLUMNS AND MISCELLANEOUS SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED,APPROVED SPECIAL INSPECTION AGENCY EMPLOYED . ULTIMATE DESIGN WIND SPEED (Vult) 110 MPH A.7. STUDS MAY BE NOTCHED IN THE LOWER 1/5 OF THE HEIGHT OF THE STUD FOR ELECTRIC AND PLUMBING BY THE OWNER OR OWNER'S AGENT,NOT THE CONTRACTOR OR SUB CONTRACTOR,PER I.B.C.SECTION 1704.1. STEEL. PIPES,BUT NO PART OF THE NOTCH IS TO BE DEEPER THAN 25 PERCENT OF THE WIDTH OF THE STUD. THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE NOMINAL DESIGN WIND SPEED (Vasd) 93 MPH B. MATERIALS HOLES OF DIAMETERS UP TO 1/3 OF WIDTH OF STUD MAY BE DRILLED IN THE STUD. I.B.C..THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE RISK CATEGORY II B.I. ALL STEEL PLATE,ANGLES,CHANNELS,ETC.TO BE ASTM A36 TYPICAL UNLESS OTHERWISE NOTED. SATISFACTION OF THE BUILDING OFFICIAL,FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR WIND EXPOSURE B B.2. STRUCTURAL TUBING TO BE ASTM A500 GRADE B(Fy=46 KSI RECTANGULAR,Fy=42 KSI ROUND). OPERATION REQUIRING SPE IAL INSPECTION. INTERNAL PRESSURE COEFFICIENT (GCPi) t0.18 B.3. UNLESS OTHERWISE NOTED,BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS. A.7.d. EARTHQUAKE DESIGN DATA(PER IBC 1603.1.5) 3. PRIOR TO THE BEGINNING OF CONSTRUCTION,THE ARCHITECT(OR ENGINEER)SHALL CALL A PRE-CONSTRUCTION 5.4. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307.PROVIDE STANDARD PLATE WASHERS UNDER MEETING WITH THE ARCHITECT,ENGINEER,BUILDING OFFICIAL,CONTRACTOR,AND SPECIAL INSPECTORS TO SEISMIC IMPORTANCE FACTOR (le) 1.0 ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD. REVIEW THE SPECIAL INSPECTION REQUIREMENTS.THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO RISK CATEGORY II 8.5. LAG BOLTS IN WOOD TO BE SAE 3429 GRADE 1 WITH MINIMUM DIMENSIONS MEETING ANSI/ASME B.18.2.1. BE DISCUSSED DURING THIS MEETING. MAPPED SPECTRAL RESPONSE ACCELERATIONS Sa=105.1% 81=40.8% C. POST-INSTALLED ANCHOR BOLTS: SITE CLASS D ADHESIVE ANCHORS: RECOMMENDED 4. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE,BUT ARE NOT LIMITED TO: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, DESIGN SPECTRAL RESPONSE COEFFICIENTS Sds=75.8% Sdi=43.3% BASE MATERIAL PRODUCT INSTALL TEMP("F) REPORT# PROVIDED BY THE LOCAL JURISDICTION. SEISMIC DESIGN CATEGORY D MASONRY SIMPSON SET-XP ADHESIVE ANCHOR 50-110 IAPMO ER-265 B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT PROJECT NAME A.B. MECHANICAL EQUIPMENT,MECHANICAL AND SPRINKLER PIPING LARGER THAN 21NCHES IN DIAMETER MASONRY SIMPSON AT-XP ADHESIVE ANCHOR 14-68+(100 MAX) IAPMO ER-281 DRAWINGS AND SPECIFICATIONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF OR ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50 POUNDS SHALL BE HUNG THE CONTRACTOR FOR CORRECTION,THEN,IF UNCORRECTED,TO THE ENGINEER AND TO THE BUILDING GROCERY OUTLET BV A SYSTEM APPROVED BY VLMK.ANY HANGER OR SUPPORT PRODUCING A LOAD OVER 200 POUNDS MASONRY HILTI HIT-HY 70 ADHESIVE ANCHOR 23-68+(104 MAX) ICC ESR-2682 OFFICIAL. SHALL HAVE ADDITIONAL FRAMING INSTALLED TO TRANSFER THESE LOADS TO THE MAIN STRUCTURAL EXPANSION ANCHORS: C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING TENANT I M P ROVEM E NT BEAMS OR WALL UNLESS OTHERWISE APPROVED. BASE MATERIAL PRODUCT REPORT# OFFICIAL,ARCHITECT,ENGINEER,CONTRACTOR,AND(OTHER DESIGNATED PARTIES),IN A TIMELY MANNER,AS A.9. WHERE REQUIRED,SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT,SPRINKLER ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. ARLINGTON CONCRETE SIMPSON STRONG-BOLT 2 WEDGE ANCHOR ICC ESR3037 PIPING OR OTHER NON-STRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR IN D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL ACCORDANCE WITH CHAPTER 13 OF ASCE 7-10.STRUCTURAL CALCULATIONS AND DETAILS STAMPED BY CONCRETE HILTI KWIK BOLT TZ ANCHOR ICC ESR-1917 INSPECTION WAS INSPECTED,AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED A LICENSED ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW. CONCRETE POWERS POWER-STUD+SD2 ANCHOR ICC ESR-2502 PERMIT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE A.10. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF TH E GROCERY C.1. OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF ENGINEER.INSTALLALL INTERNATIONAL BUILDING CODE. OUTLET ARLINGTON PROJECT LOCATED IN ARLINGTON,WASHINGTON.POSSESSION OF THESE ANCHORS PER MANUFACTURER'S INSTRUCTIONS.PROVIDE MINIMUM EMBEDMENT AND SPACING 146 E HALLER AVE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE,OR PARTS OF THIS UNLESS NOTED OTHERWISE ON DRAWINGS.SPECIAL INSPECTION OF ANCHOR INSTALLATION IS 5. DUTIES OF THE CONTRACTOR INCLUDE,BUT ARE NOT LIMITED TO: PROJECT IN OTHER LOCATIONS. REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. A.NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE ARLINGTON,WA 98223 A.11. VLMK WILL REVIEW AND MARK-UP ELECTRONIC SUBMITTALS IN POE FORMAT OR A MAXIMUM OF THREE D. WELDING SUCH INSPECTION. HARD COPIES OF SUBMITTALS.THE CONTRACTOR WILL BE RESPONSIBLE FOR DUPLICATING MARK-UPS D.I. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX ELECTRODES. B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN IF ADDITIONAL COPIES ARE REQUIRED.SUBMITTALS WILL BE REVIEWED AND RETURNED TO THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS OF CONSTRUCTION THEY OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE GENERAL CONTRACTOR WITHIN TWO WEEKS.ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED BY ANTICIPATE EMPLOYING ON THE PROJECT.SOME WELDS SHOWN AS SHOP WELDS MAY NEED TO BE BUILDING OFFICIAL. THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER.UNLESS OTHERWISE INDICATED,SHOP FIELD WELDS TO AID ERECTION. C.PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING: THE JOB SITE. A.11.a. STRUCTURAL STEEL AND MISCELLANEOUS STEEL. D. MAINTAIN AT THE JOB SITE,COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. A.11.b. REINFORCING STEEL. DIVISION 6-WOOD 6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE DIVISION 2-SITE WORK(NOT USED) A. ROUGH CARPENTRY REQUIRED BY THE I.B.C.: A.1. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS: A.POST INSTALLED ANCHORS IN CONCRETE SHALL BE INSPECTED AS FOLLOWS: DIVISION 3-CONCRETE AND REINFORCING JOISTS,BEAMS BSTRINGERS: DOUGLAS FIR#2 1) PROV DE'CONTINUOUS'OR'PERIODICANSPECTION AS INDICATED IN THE SPECIAL INSPECTION TABLE 6 INCH NOMINAL AND GREATER: DOUGLAS FIR#1 (THIS SHEET).INSPECTIONS ARE TO BE IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT PRODUCT EVALUATION REPORT AND INSTALLATION INSTRUCTIONS. A. CONCRETE MIX/MATERIAL BUCKS,BLOCKING,BRIDGING AND MISCELLANEOUS: DOUGLAS FIR OR HEM FIR#3 2) A COPY OF THE EVALUATION REPORT AND INSTALLATION INSTRUCTIONS ARE TO BE MAINTAINED ON THE REVISIONS STRIPPING: DOUGLAS FIR 1p JOB SITE.ICC EVALUATION REPORTS ARE AVAILABLE ONLINE AT W W W.ICC-ES.ORG,AND IAPMO A.1. STRENGTH:AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER EVALUATIONS REPORTS ARE AVAILABLE AT WNNJ.IAPMOES.ORG. ® DATE DESCRIPTION TO SEAS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANTS STANDARD DEVIATION AS 2.4 STUDS: DOUGLAS FIR STUDS 3) WHERE PERIODIC INSPECTION IS ALLOWED: SPECIFIED IN ACI 318.PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL CONCRETE TO BE USED.CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. 2x6 STUDS: DOUGLAS FIR#2 • THE SPECIAL INSPECTOR MUST BE ON SITE INITIALLY DURING ANCHOR INSTALLATION TO VERIFY A.2. MINIMUM MIX REQUIREMENTS: SILLS,LEDGERS,STRIPPING,ETC.IN CONTACT PRESSURE TREATED HEM FIR#2 MATERIALS AND PROCEDURES AS REQUIRED SV THE EVALUATION REPORT. WITH CONCRETE,AND WOOD CURBS: • SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME CONSTRUCTION LOCATION MIN.COMP. SLUMP MIN.CEMENT ADMIXTURES PERSONNEL ARE PERMITTED TO BE PERIODICALLY INSPECTED. STRENGTH (a) CONTENT PLATES AND HEADERS: KILN DRIED DOUGLAS FIR#2 • A NEW INITIAL INSPECTION SHALL BE MADE FOR ANY CHANGE IN PERSONNEL PERFORMING THE INTERIOR SLAB ON GRADE 3,000 PSI 2"4' 517 LB (b),(e) POSTS,COLUMNS(SAWN): DOUGLAS FIR#1 ANCHOR INSTALLATION OR CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED. (a)- SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT ROOF,FLOOR AND WALL SHEATHING: • FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD,THE SPECIAL INSPECTOR MUST MAKE REGULAR INSPECTIONS TO CONFIRM CORRECT HANDLING AND INSTALLATION.IF DISCREPANCIES EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. APA RATED SHEATHING,EXPOSURE 1,CONFORMING TO APA PERFORMANCE ARE NOTED,CONTINUOUS INSPECTION SHOULD BE PROVIDED FOR ALL SUBSEQUENT ANCHORS. (b)- WRA=WATER REDUCING AGENT. STANDARD PS 1.95 AND EXCERPT NER-108.SEE DRAWINGS FOR REQUIRED (C)- AE=AIR ENTRAINMENT THICKNESS OF SHEATHING AND/OR SPAN RATING.INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS UNLESS (d)- UP TO 1 1/2 PERCENT CALCIUM CHLORIDE ALLOWED DURING COLD WEATHER. OTHERWISE NOTED.USE SPACERS TO PROVIDE 1I81NCH END AND EDGE JOINTS(1/4 (e)- POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES FAHRENHEIT. INCH FOR JUMBO PANELS)WHENEVER SHEATHING IS EXPOSED TO WET WEATHER. A.3. USE TYPEICEMENT,PER ASTM G150 UNLESS OTHERWISE APPROVED. FILL ANY JOINT SPACING OVER 3181NCH UNLESS OTHERWISE APPROVED BY ENGINEER.INSTALL 2x4 OR THICKER BLOCKING AT UNSUPPORTED JOINTS IN WALL DEFERRED STRUCTURAL SUBMITTAL(BIDDER DESIGN) A.A. AGGREGATES PER ASTM C33.USE 3/41NCH MINUS UNLESS OTHERWISE NOTED OR APPROVED. SHEATHING.BLOCK ROOF OR FLOOR SHEATHING WHERE NOTED ON DRAWINGS. A.S. WATER REDUCING AGENT(WRA)SHALL BE POLYHEED R-1 OR DURACEM 55(MINIMUM 60Z.PER 100 GLULAM BEAMS: STOREFRONT AND CURTAINWALL SYSTEMS POUNDS CEMENT).COMPLY WITH ASTM C494. -Fb=2400 PSI,E=1,800,000 PSI PER ANSI A190.1 SPECIFICATION. AS. AIR ENTRAINMENT(AE)SHALL COMPLY WITH ASTM C-260 AND SHALL BE USED ONLY WHERE SPECIFIED SIMPLE SPANS COMBINATION:24F-V4 DEFERRED SUBMITTAL NOTE: ANDIOR APPROVED BY ENGINEER. A.7. ACCELERATORS:POZZUTEC 20 NON-CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN THE -CANTILEVER SPANS COMBINATION:24F-V8 SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER COMPLETED STRUCTURE(WALLS,EXTERIOR PAVING,ETC.),CALCIUM CHLORIDE IN THE INTERIOR SLABS -SUBMIT CERTIFICATE OF CONFORMANCE INDICATING MEMBERS MEET THE OF RECORD,AFTER REVIEW AND SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, ON GRADE.QUANTITY(DOSAGE)TO BE DETERMINED BY CONTRACTOR AND APPROVAL OBTAINED FROM REQUIREMENTS OF ANSI A190.1. THE ENGINEER WILL RETURN THE SUBMITTAL TO THE CONTRACTOR.THE CONTRACTOR SHALL THEN FORWARD THE 1�OF WA '+A ENGINEER BEFORE USE OF ACCELERATORS. SUBMITTAL TO THE BUILDING DEPARTMENT.THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL y, 3gthCT THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. A.8. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. A.2. PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALL-MOUNTED ITEMS B. REINFORCING INCLUDING CABINETS,DOORSTOPS,ETC. B.1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. 516 B.2. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD PRACTICE kECI TER��C' FOR DETAILING REINFORCED CONCRETE STRUCTURES-ACI STANDARD 315. S,yt L QyG a 6.3.15 DIVISION 4-MASONRY EXP 1.31- DATE JUNE 1st,2015 SCALE PROJ.NO. AS NOTED 20150175 DRAWN CHECKED TMJ KMK STRUCTURAL NOTES AND SPECIAL INSPECTIONS r s V.::s:0::0 ISSUE FOR PERMIT VLMK ENGINEERING + DESIGN 3.6 4 5 6 7 8 9 10 3933 SW Kelly Avenue ss-s^ Portland,Oregon 97239 503.222.4453 1a-s 32•-0" 25'-8• 1s-1 r 26s 1/2• 21'-10" 23'41/2" VLMK.COM NEW VACUUM DRAINAGE SYSTEM, 52.0 ANCHOR PER DETAIL S3A I --------S2.0 ----� A I �I I I I I I I I I - LINE OF MEZZANINE ABOVE /�� I m ------------ I I I I B-�- - - - - - - - - - - - ------ ----_—_-----(2)4005182-03 BUILT-UP CFS POST, TYPICAL EACH END OF HEADER If I i I I (2)600S162-03 BUILT-UP CFS HEADER ABOVE I NEW COMPRESSOR RACK TO BE I LOCATED ON MEZZANINE ABOVE I � 01 I I I I I I � I it i 53.0 PROJECT NAME ,vP GROCERY OUTLET TENANTIMPROVEMENT -- - O ARLINGTON Ll 146 E HALLER AVE ARLINGTON,WA 98223 HSS6x8x1/4 STRONGBACK d COLUMN,TYPICAL -- - D al REVISIONS ® DATE DESCRIPTION 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O �--IH - - -" - - - _ _ _ -— - T -—_ _ I I I HSS5x5x1/4 COLUMN AT NEW S13.0 STOREFRONT,TYPICAL L.I t y�, NEW INTERIOR CONCRETE H Q� OVwmim S''� LANDING AND RAMP AT r q TVP NEW OPENING - 53.0 - - _�} 77. 516 LL6.3.15 EXP 1.31• MAN-DOOR OPENING IN EXISTING WALL: DATE IF WALL IS CONCRETE,ADDITIONAL JUNE 1s1,2015 a REINFORCEMENT NOT REQUIRED • IF WALL IS MASONRY,REINFORCE PER SCALE PROJ.NO. rA__� FOUNDATION PLAN DETAIL(8/53.0) AS NOTED zolsolTS DRAWN CHECKED TMJ KMK SO FOUNDATION NOTES: FOUNDATION LEGEND: 1. CONTRACTORTO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH 7777TL (E)CMU OR CONCRETE WALL FOUNDATION PLAN ARCHITECTURAL DRAWINGS. 2. CONTRACTOR TO VERIFY EXISTING FRAMING WITH CONDITIONS (N)SOLID GROUTED CMU SHOWN OR NOTED PRIOR TO BEGINNING WORK.NOTIFY ENGINEER IF DISCREPANCIES OCCUR. (E)CFS STUD WALL 9 3. REPLACEMENT SLABS TO BE MINIMUM 4"THICK CONCRETE SLAB Z:1=]E (N)CFS STUD WALL WITH#4 BARS AT 24'O.C.EACH WAY,TYPICAL UNLESS OTHERWISE r NOTED ON PLAN. No (E)HSS OR PIPE COLUMN v.::S:,::o 4. FOR SLAB REQUIREMENTS AT TYPICAL TRENCH CUT INFILLS,SEE DETAIL(12/S3.0) ■ (N)HSS COLUMN PER PLAN ISSUE FOR PERMIT VLMK ENGINEERING + DESIGN 3.6 4 5 6 7 8 9 10 3933 SW Kelly Avenue Portland,Oregon 97239 503.222.4453 14'S" 32'-0' 29'-6" 19'-,1" 26-51/2" 21'-10" 23-4 1/2" VLMK.COM 4 NEW CONDENSING UNIT WEIGHT=3,755 LBS (E)GLULAM BEAM (E)GLULAM BEAM - m - i ® I ©Q I I w w w w w A 3 w 4'-0"� N 15 PROJECT NAME GROCERY OUTLET TENANTIMPROVEMENT (E)GLULAM BEAM (E)GLULAM BEAM (E)GLULAM BEAM (E)GLULAM BEAM ARL I NGTON ti I i O 146 E HALLER AVE a ARLINGTON,WA 98223 m m -- D 5 5 j 3 j w E © 9 C C- � REVISIONS J j DATE DESCRIPTION W 3 3 � - m F s 5 (E)G ULAM BEAM (E)GLULAM BEAM . (E)GLU M BEAM (E)GLULAM BEAM (E)GLULAM BEAM O (E)2z12 AT 24" .C. - _ _ ty M. gq (E)BEAM (E)BEAM ( BEAM (E)BEAM (E)BEAM ()BEAM (E)BEAM (E)BEAM (U.E _ - - _- - - - - - - - Q OFSHr f0 III 31/8i161/2GIL7DRBELOW • - - CT 516 ———(E)BEAM—————— (E)BEAM (E)BEAM C (E)BEAM (E)BEAM (E)B (E)B AM L No- �¢ 52.0 � (E)FRAMING, 6.3.15 TYPICAL EXP 1.31• DATE a JUNE 1s,,2015 SCALE I PROJ,NO. ROOF FRAMING PLAN AS NOTED 2o,so,7s 8^=1'-0' DRAWN CHECKED E TMJ KMK ROOF FRAMING NOTES: ROOF FRAMING LEGEND: ROOF FRAMING N1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH T- (E)CMU OR CONCRETE WALL ARCHITECTURAL DRAWINGS. PLAN 2. CONTRACTOR TO VERIFY EXISTING FRAMING WITH CONDITIONS ------ STRUCTURAL WALL BELOW SHOWN OR NOTED PRIOR TO BEGINNING WORK.NOTIFY ENGINEER (E)HSS OR PIPE COLUMN ry IF DISCREPANCIES OCCUR. 3. CONTRACTOR TO VERIFY ALL MECHANICAL UNIT SIZES,LOCATIONS ■ NEW HSS COLUMN PER PLAN r AND WEIGHTS.REINFORCE OPENINGS PER DETAILS ON SHEET S 4.0. SPAN OF EXISTING WOOD DECKING g <9 S1 . 1 ISSUE FOR PERMIT VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue Portland,Oregon 97239 (E)31iz AT 1fi"Q.c 503.222.4453 VLMK.COM NEW COMPRESSOR RACK WEIGHT=4,600 LBS I r (E)GLULAM BEAM ■ (E)GLULAM BEAM `EXISTING CONCRETE WALL _ COMPRESSOR RACK - ANCHORAGE PER DETAIL TYPICAL(6)LOCATIONS Bq 0 I I INFILL EXISTING OPENING AS SHOWN WITH SOLID GROUTED 8"CMU,PROVIDE#5 BARS VERT AND HORIZ AT 32"O.C.MAX SPACING, EDGE OF MEZZANINE EPDXY EMBED 4"MIN INTO EXISTING _ CONCRETE WALL AND SLAB,TYPICAL m � I g I i i a 53.0 TVP - — t --- --t — PROJECT NAME GROCERY OUTLET TENANTIMPROVEMENT ARLINGTON + —+ FLOOR FRAMING NOTES: 146 E HALLER AVE 1. CON TRACTORTO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARLINGTON,WA98223 ARCHITECTURAL DRAWINGS. I I � -- -_- ___-- _ -- 2. FLOOR DESIGN CRITERIA: DEAD LOAD = 15 PSF LIVE LOAD = 100 PSF DEFLECTION = SMALLER OF ULG60,TU180 53.02 SIM A CMU INFILL ELEVATION B ENLARGED MEZZANINE FLOOR FRAMING PLAN s"L•O S20.dWg 1/2"=1'-0" C'L,O PLAN-MEZZ il4"=1'-0" J REVISIONS ® DATE DESCRIPTION PROVIDE(4)16tl NAILS " EXISTING CONCRETE WALL N o 0 NEW 2x6 LAPPED WITH EXISTING 2x 7 STUDS,PROVIDE 16d 53.0 NAILS AT 12"O.C. STAGGERED ® o ai Loj Lojo o o T.O.OPENING n SIM EXISTING TOP PLATE 1/2"PLYWOOD mm TYP S3.0 REMOVE AS SHEATHING REQUIRED TO INSTALL NEW FRAMING NEW 2x6 BRACES rc SPACED AT 24"O.C. p HEADER PER PLAN EXISTING 2x STUD 8 8" Q��OV Vwms SIMPSON'A35' MIN MIN W 4gT NEW 2.8 BOTTOM PLATE, SECURE TO BEAM BELOW WITH(4)#12 WOOD SCREWS AT 24"O.C. LINE OF EDGE OF fi �i'gOI 1wR��S" EXISTING OPENING, 53.0 S`4I L a TYPICAL TYP 6.3.15 EXISTING BEAM EXP 1.31 PER PLAN,TYPICAL COLUMNS PER PLAN,TYPICAL i i PER PLAN,TYPICAL E%ISTING FRAMING 01 DATE E PER PLAN,TYPICAL JUNE 1s1,2015 LL EXISTING COLUMN SCALE PROJ.NO. EXISTING COLUMN NOTE: T,P AS NOTED 20150175 PER PLAN BEYOND NEW STOREFRONT PLACE REINFORCING TUBE HE PER PLAN STEEL PRIOR TO CUTTING 5 DRAWN CHECKED a NEW OPENING. S3.0 TMJ KMK NEW COLUMN PER PLAN BEYOND T.O.SLAB Ln B ELEVATIONS, S3.0 24'-8"WIDTH OF OPENING,(VERIFY) FACADE, AND m 6'-0"i(FIELD VERIFY) 1 MEZZANINE PLAN r C FACADE SECTION D STRONGBACK ELEVATION V s. 52.0 S20.dg 112=r-0" S2.0 S20.dg 1/7-1-0 ::S:2::O ISSUE FOR PERMIT VLMK BASE PL 112xREQ`D WITH ENGINEERING + DESIGN (2)3/4"DIA x 3 3/4"EMBED EXPANSION ANCHORS 3933 SW Kelly Avenue SLOPE PER ARCH 3/16 11/z Portland,Oregon 97239 CMU WALL PER AS REQUIRED 503.222.4453 #4 AT 12"O.C. PLAN/ELEVATION EXISTING COLUMN PER PLAN VLMK.COM REINFORCING PER SIDEWALK PLAN/ELEVATION BASE PLATE EXISTING CONCRETE #4xREQ'D AT 12"O.C. 11A AT 24"O.C.EACH WAY EXISTING (E)CMU WALL SLAB ON GRADE CONCRETE SLAB DOWELS 12" WALL REINFORCING PER PER(1/53.0), PLAN/ELEVATION TYPICAL v1� ° EXISTING EXISTING CONCRETE FOOTING -- _� SLAB ON GRADE > EPDXY EMBED------- CMU WALL PER EPDXY EMBED 4"MINIMUM PLAN/ELEVATION 4"MINIMUM " EXISTING #4 AT 24"O.C.EACH WAY o CONCRETE SLAB ON GRADE 1 CONCRETE RAMP AT EXTERIOR DOOR OPENINGS 2 CMU WALL INFILL PLAN DETAIL 3 CMU WALL INFILL DETAIL 4 HSS ANCHORAGE DETAIL S3.0 S30.dwg 1"-1'0" C3 0 S30 dwg 1"=1'-0" S30tlwg 1"=1'0" 53.0 S30Awg 1"=1'-0" 1 112" TVP )EQUALSPACES EXISTING BEAM OO OO PER PLAN, TYPICAL CUT EXISTING - I i M COLUMN AS PROJECT NAME TYP REQUIRED GROCERY OUTLET B TENANTIMPROVEMENT HEADER ELEVATION 8 F.ERE 11/2" ARLINGTON COLUMN PER PLAN NOTE: AT SIMILAR CONDITION L3x3x1/3x0'-4"FOR HEADER,PROVIDE TOP AND BOTTOM L3x3z1/4 x 0'.4"WITH EXPANSION ANCHORS AT1 12" PLATE 12"OC TYPN 146 E HALLER AVE 3/4"DIA x 3 3/4"EMBED (3)SIDES EXISTING MASONRY WALL COLUMN PER PLAN 1" 2^ EXPANSION ANCHOR,TYPICAL NOTE: 2 3/8" ARLINGTON,WA 98223 (E)CONCRETE WALL TYPICAL 3/16 ()SOLIDGROUTALL HOLLOWCELLS EWS 0 WHERE ANCHOR BOLTS OCCUR AND 5/8"DIA x 5"EMBED EPDXY T AROUND PERIMETER OF NEW OPENING. ANCHORS,TYPICAL FULL 1/2"MAX LENGTH OF HEADER LAM BEAM ----------------- PLAN BASE PL 1/2xREQ'D WITH - COLUMN W CONCRETEPER PLAN WALL HEADERPER PLAN 3/1IDE PLATES WITH (2)3/4"DIAx3 3/4"EMBED 2"DIA BOLTS EXPANSION ANCHORSTYPICAL(3)SIDES 3/i6EARING PLATE x 5"3/i6 2" 1112 TYPICAL 3/16 3/1COLUMN PER PLAN VERIFYAS REQUIRED �^1 UMN PER PLAN J C x REQ'D x ESx DOOR WRED T COPE FLANGES AS REQUIRED AT HEADER SECTION EDGES OF OPENING U REVISIONS ® DATE DESCRIPTION 5 STRONGBACK DETAIL 6 STRONGBACK DETAIL 7 STRONGBACK DETAIL 8 DOOR HEADER FRAMING DETAIL 9 STOREFRONT HEADER DETAIL S J.0 S30.dw9 1"=V-1. G ]O S30.Cwg "=1'-0" G ]O S30S30.d g 1"=1'-0" C]O S10 dwg 1"=1'7 [ ]0 S30 dwg 1"-1'-0" BOTTOM OF DECK L3z3xi8GAx REQUIRED, #10 SCREWS AT 6"O.C., TYPICAL EACH SIDE OF POST, I(4)PLACES ATTACH TO POST WITH(4) M, � #10 SCREWS AND TO WOOD POST STUDS PER PLAN Q1�OB 11A'3gtA DECK WITH(4)#12 WOOD q, h SCREWS CT 40OT150 EACH SIDE,GAGE A TO MATCH POST STUDS POST PLAN SECTION BUILT-UP 518 CFS HEADER 6 !�F1 #10 SCREWS AT 6"O.C., s9 a (4)PLACES 6.3.15 ANCHOR POINT, EXP 1.31 a BUILT-UP HEADER STUDS PER PLAN (4)MINIMUM CFS POST DATE TUBE STEEL LEG AND JUNE 1M,2015 cl 40OT150 TOP AND BOTTOM,GAGE BASE PLATE PER MFR. SCALE PROJ.NO. TO MATCH HEADER STUDS L3z3xi8GA x 0'-5"WITH(4)#10 U AS NOTED 20150175 6 HEADER SECTION 318"DIA x 33/4"EMBED NEW CONCRETE SLAB EXISTING SLAB ON GRADE SCREWS EACH LEG,TYPICAL EXPANSION ANCHOR `9 ABOVE AND BELOW HEADER PER PLAN TO REMAIN DRAWN CHECKED o TMJ KMK GAx REQUIRED,ATTACH WITH VACUUM DRAINAGE PLAN VIEW2SYSTEM BV OTHERSEXISTINGIL3xlxll 5/8'DIAx 4"EMBED EXPANSION ANCHORCONCRETEAND SCREWS AT EACH STUD STRUCTURAL 6 SLAB FLANGE,(8)SCREWS TOTAL EXISTING CONCRETE SLAB DETAILS #4x12"DOWELS AT 48"O.C., l i EPDXY EMBED 4"MIN INTO voryi EDGE OF EXISTING SLAB r s 10 BUILT-UP CFS HEADER AND POST DETAIL 11 VACUUM EQUIPMENT ANCHORAGE 12 SLAB DOWEL DETAIL C .O S3.0 S30 dwg 1"=V-0" S3 0 S30.dwg 1"=1- V 0" S3 O S30.dwg 11/2 -0' V ISSUE FOR PERMIT VLMK 8 g ENGINEERING + DESIGN 4x8 FLAT SLEEPER GRID GRID EACH SIDE OF UNIT, 3933 SW Kelly Avenue (2)PLACES HVAC FRAMING NOTES: SPAN OF EXISTING Portland,Oregon 97239 TWOOD DECK 503.222.4453 1. VERIFY EXISTING MECHANICAL UNITS ARE NOT LOCATED IN THE SAME VLMK.COM FRAMING BAY OR IMMEDIATELY ADJACENT BAYS AS THE NEW UNIT, 4 EXCEPT AS SPECIFICALLY NOTED ON THE PLAN. - 2. CONTRACTOR TO VERIFY EXISTING FRAMING WITH CONDITIONS SHOWN 3 1/8 z 12 GL JOIST _________________ 3 118 x 12 GL JOIST ---------- --------- NEW 31/8x9 GL JOIST OR NOTED PRIOR TO BEGINNING WORK.NOTIFY ENGINEER IF L _ DISCREPANCIES OCCUR. 3. PROVIDE CRICKET ON HIGH SIDE FOR PROPER DRAINAGE AROUND UNIT. a a a a m I m NEW CONDENSING w wa UNIT PER PLAN ¢ ¢ m m m m � W W NEW 3 118 x 9 GL JOIST ----- — ---- ------ ------ ------ - 31/8z12 GL JOIST -- ------- Z------------------------- 5 3 1/8 x 12 GL JOIST NEW 4x8 HEADER WITH 54.0 TYP m d SIMPSON'HUS48'FACE 4.0 TYP K TYP 54.0 MOUNT HANGER EACH END EXISTING JOISTS PER PLAN, TYPICAL A CONDENSING UNIT ENLARGED PARTIAL FRAMING PLAN B HVAC ENLARGED PARTIAL FRAMING PLAN S"Z,O PLAWHVACAwg 1/4"=V-0" s`4,0 PLAN-HVAC.dwg 1/4"=1'0" O PROJECT NAME GROCERY OUTLET TENANTIMPROVEMENT ARLINGTON CONDENSING UNIT BY OTHERS COMPRESSOR RACK 146 E HALLER AVE AND FRAME BY OTHERS ARLINGTON,WA 98223 CONDENSING UNIT BY OTHERS P.T.FLAT SLEEPER PER PLAN TYP 1/4 2 31 x REQUIRED BENT PLATE WITH FO WITH 318"DIA LAG SCREWS AT TYP O.C.,LENGTH REQUIRED 3/8"DIA LAG SCREW AT EACH LEG, ff- 112'DIA LAG BOLT WITH MINIMUM 4" FOR 3'EMBED INTOO JOIST BELOW (6)TOTAL FOR UNIT,LENGTH AS REQUIRED FOR 3"MINIMUM EMBED THREAD PENETRATION INTO NEW O INTO SLEEPER I I CORNERLOW,TYPICAL AT EACH 1Y1" TYP - EXISTING JOIST 1 1/2• ---------4 PER PLAN,TYPICAL TYP /{ REVISIONS KIIA ® DATE DESCRIPTION EXISTING JOIST PER 1 PLAN NEW JOIST PER PLAN 2 Sq.p NEW JOIST PER PLAN 1 BENT PLATE DETAIL 1 CONDENSING UNIT ANCHORAGE 2 CONDENSING UNIT ANCHORAGE 3 COMPRESSOR RACK FRAMING DETAIL 54.0 =1`0 54.0 1„=70. 4.0 S40 dv,9 1.=V-1)" 8 6 54.0 S4.0 UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH SEC RE AN HO SCREWS SECURE ANCHOR TE CURB WITH(4)#10x 1/2'TEK �M• �' SCREWS,TYPICAL �1 OV mim A HVAC UNIT AND CURB HVAC UNIT AND CURB q, 4CT BY OTHERS BY OTHERS WOOD NAILER 16 GAUGE STEEL'CANFAB' OR EQUAL ANCHOR,(4) TOTAL,(1)EACH CORNER UNIT MOUNTING CURB BY UNIT MANUFACTURER(14"HEIGHT) 516 ON LONG SIDES OF UNIT '� MINIMUM 2z P.T.LEVEL N GALVANIZED SHEET METAL L COUNTER FLASHING / PLATFORM BV CONTRACTOR 6.3.15 a EXISTING ROOF SHEATHING, EXP 1.31 ROOFING BY OTHERS REMOVE UNDER UNIT AS REQUIRED -- --� DATE ------------- JUNE 1M,2015 0 •6 SCALE PROJ2015 FRAMING PER PLAN, SECURE CURB TO SUPPORT FRAMING TYPICAL WITH#14 WOOD SCREWS AT EACH AS NOTED 20150175 a CORNER AND AT 2'-0"O.C. SUPPORT FRAMING PER PLAN SIMPSON'HUS48'HANGER, DRAWN CHECKED NEW JOIST PER PLAN, FRAMING PER PLAN TYPICAL MAXIMUM SPACING,SCREWS MUST SIZE VARIES TMJ KMK g TYPICAL BE LONG ENOUGH TO PENETRATE U SUPPORT FRAMING 2•MINIMUM a HVAC FRAMING EXISTING GL BEAM PLANS AND DETAILS 6 HVAC FRAMING DETAIL 4 HVAC FRAMING DETAIL 5 HVAC FRAMING DETAIL S4.0 S40.dw9 1'-0• V 5, S4.0 S40.dwg 1•=1'-01. 54.0 S40.dwg 1"=1'-0' 1"= ::S:4::O ISSUE FOR PERMIT REUSE OF DOCUMENTS CFCI LIGHTING FIXTURE SCHEDULE ABBREVIATIONS ELECTRICAL LEGEND andde designs in, rporae ideas and designs incorporated,as an TAG LED REPLACEMENTS DESCRIPTION VOLTAGE LAMP LAMPS NOTES instrument of professional / AC ABOVE COUNTER service is the property of GENERAL NOTES & CATALOG # FIXTURE Framework Architecture,Inc. AFF ABOVE FINISHED FLOOR SINGLE RECEPTACLE, 125, 3WG LITHONIA EXIT SIGN WITH 90 MIN. BATTERY 120V 1 W LED WITH EMERGENCY BATTERY and is not to be used,in whole A. ALL WIRE TO BE THNN/THWN COPPER, STRANDED EXCEPT WHERE NOTED X NITS NOT TO SCALE DUPLEX RECEPTACLE, 125V, 3WG. or wpart,ritte for any mason without OTHERWISE. LE-S-W-G-120/277-ELN BACKUP BACKUPthe B. PROVIDE FURNISH, INSTALL AND CONNECT Framework authorization Architecture, of OR EQUAL (WP=WEATHERPROOF, IG= ISOLATED GROUND, Framework Architecture,Inc. GFI= GROUND FAULT INTERUPTER) ALL DEVICES AND EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER GFI/GFCI GROUND FAULT INTERUPTER QUADRUPLEX RECEPTACLE, 125V, 3WG SHALL BE OF WEATHERPROOF CONSTRUCTION.C. LION UNLESS OTHERWISE NOTED �T SNAP SWITCH DISCONNECT W/ IRS ALL DEVICES SHALL BE SPECIFICATION GRADE. ALL SINGLE AND GANGED PLATES THERMAL OVERLOAD SHALL BE THERMOPLASTIC AND SHALL MATCH THE DEVICE IN COLOR. COORDINATE WP WEATHERPROOF ENGINEERING,INC. DEVICE COLOR WITH THE ARCHITECT PRIOR TO INSTALLATION. GANG DEVICES AT a WALL MOUNTED SINGLE POLE SWITCH AND BOX. „ (E) EXISTING LOWER CASE LETTER INDICATES CIRCUIT 9615 s.W.NlIen BNd,Suft,suXe 197 GROUP LOCATIONS UNDER A SINGLE COVER PLATE. CONTROLLED BY SWITCH Beaverton,019w 97005 Phone:(503I]26-3318 D. N NEW Far: (593I]26-332fi THE ELECTRICAL PLANS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO $3 THREE WAY SWITCH AND BOX E-mail:rweng(i9rweng.mm SHOW ALL OF THE ARCHITECTURAL DETAIL OR SPECIFICS OF ELECTRICAL OFCI OWNER FURNISHED CONTRACTOR P,hi :o.:12aso25.o01 INSTALLED $P SWITCH WITH PILOT LIGHT AND BOX coafa�c caecKieNue CONSTRUCTION. TAKE ALL DIMENSIONS FROM THE ARCHITECTURAL DRAWINGS. CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED HORSEPOWER RATED TOGGLE SWITCH WITH E. REFER TO THE LATEST EDITION OF THE NEC, OREGON ENERGY EFFICIENCY P THERMAL OVERLOADS SPECIALTY CODE, OREGON ELECTRICAL SPECIALTY CODE, UBC AND LOCAL ORDANCES IN EFFECT AT THE TIME OF CONSTRUCTION AS THE CONTROLLING NEMA 1 ENCLOSURE SEE E20 $0 WALL MOUNTED OCCUPANCY SENSOR DOCUMENTS. 2011 NEC SHALL APPLY. LIGHTING . CONTACTOR ELECTRICAL - - OS CEILING MOUNTED OCCUPANCY SENSOR F. ALL CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE MADE WITH A MINIMUM D-1 PANEL BY E.C. IN I PANEL r---1 DESCRIPTION �I FUSED DISCONNECT SWITCH WITH DUAL ELEMENT 24" OF WEATHERPROOF FLEXIBLE CONDUIT TO PREVENT SOUND AND VIBRATION _ - 120V-1-60 BOARD(S) i Q1 i L� FUSES PER EQUIPMENT NAME PLATE RATING TRANSMISSION TO THE STRUCTURE. - - - LIGHTING EMS CONTROL PANEL - BY SOURCE 8-24 �i---- 1� �L ___To Sys 1A LIGHTS I01J FUSED DISCONNECT SWITCH WITH MOTOR STARTER O G. COORDINATE ALL MOTOR OVERLOADS AND/OR FUSES FURNISHED BY THIS LIGHTING CONTACTOR PANEL - BY E.C. AND DUAL ELEMENT FUSES PER EQUIPMENT NAME 15A B-26 / \ I I I CONTRACT WITH THE ACTUAL EQUIPMENT INSTALLED. SIZE OVERLOADS BASED ON -,� o-r----�-�� -o—r�---TO SYS 18 LIGHTS PLATE RATING MOTOR NAME PLATE FULL LOAD CURRENT AND SERVICE FACTOR. FUSES FOR I Frcnln I R7 I 8-28 �\ I I I I I - I� NON-FUSIBLE DISCONNECT SWITCH MOTOR AND TRANSFORMER CIRCUITS SHALL BE DUAL ELEMENT. FUSES FOR OTHER I I ----�� fi---- I I"�I- - -TO SYS 1C LIGHTS u "NON-INRUSH" LOADS SHALL BE FAST ACTING. ALL FUSES SHALL BE CURRENT C - CONTACTOR C1 B-30 �� I I I LIMITING CLASS RK50R CLASS L UNLESS OTHERWISE NOTED. ----�--0 t��-----fi� Ho— -----TO SYS 1D LIGHTS MOTOR OUTLET AND FLEX CONNECTION TO MOTOR ------ FIELD WIRING BY E.C. C2 I I L___J H. GROUNDING CONDUCTORS ARE GENERALLY NOT SHOWN. GROUND AND BOND ALL PANEL OR SHOP WIRING R2 I I I r--- I OJ JUNCTION OR OUTLET BOX MOUNTED ABOVE EQUIPMENT, RACEWAYS, MOTORS, PANELBOARDS AND SWITCHBOARDS, ETC. IN 1I C3 I I 02 CEILING WITH BLANK COVER ACCORDANCE WITH NEC ARTICLE 250. I I I l� I R3 I �\ I I I QJ-� WALL MOUBNTED JUNCTION BOX I. BONDING OF ALL INTERIOR METAL PIPING SHALL BE IN ACCORDANCE WITH ARTICLE ____1 1 C4 8-37-1-0 fi---- ---To SYS 1E, 2E, 2D LIGHTS L I QT-r WALL MOUNTED THERMOSTAT. FURNISHED & 250-80 AS FOLLOWS. R4 I I I I INSTALLED BY MECHANICAL, CONTROLLED BY A. ALL INTERIORS METAL WATER PIPING SHALL BE BONDED TO ONE OR MORE I I o- I-o—r----SPARE ELECTRICAL GROUNDING ELECTRODES USED. THE BONDING JUMPING SHALL BE SIZED IN I CS RS I I ACCORDANCE WITH TABLE 250-94. r--- V TELEPHONE/ DATA OUTLET, 3/4"C., WITH B. INTERIOR METAL PIPING THAT WAY MAY BECOME ENERGIZED (i.e. GAS I C6 I I I q/C3�p I PULLWIRE TO TELEPHONE BOARD PIPING, ETC). SHALL BE BONDED TO ONE OR MORE GROUNDING ELECTRODES R6 I I �/ I • USED. THE BONDING JUMPER SHALL BE SIZED IN ACCORDANCE WITH TABLE I I I POWER POLE. SEE DETAIL 4/E2.2 FOR MORE Q1 _ BOARD AT C7 ----�-0 0-�----t- t---1/3 SALES LIGHTS INFORMATION 250-95, USING THE RATING OF THE CIRCUIT THAT MAY ENERGIZE THE PIPING. I I LU LIGHTING EMS R7 A-7 1 0\ I I I I I ___ o co CONTROL PANEL --�� ----- 1/3 SALES LIGHTS J. INSTALL ALL WALL MOUNTED POWER TELEPHONE AND DATA OUTLETS AT +18" I Cg I I PANELBOARD, FLUSH, SURFACE Z N A.F.F. UNLESS OTHERWISE NOTED. INSTALL ALL LIGHTING CONTROL SWITCHES, FIRE I I A-13 ��o—J_----trt�`l I-o—r}---1/3 SALES LIGHTS O >� ALARM PULL STATIONS, FIREMANS TELEPHONE JACKS, AND WALL TELEPHONE JACKS EMS BOARD O.6A I L---J I BRANCH CIRCUIT WIRING IN CONDUIT CONCEALED O � Q AT +48" AFF, UNLESS OTHERWISE NOTED. ALL HEIGHT MEASUREMENTS SHALL BE I IN CEILING OR WALL Q TO THE CENTERLINE OF THE DEVICE. I 60VA 24V I I i C4 i I — — BRANCH CIRCUIT WIRING IN CONDUIT CONCEALED LLI J K. CONDUCTOR PENETRATION OF FIRE RATED PORTIONS of A STRUCTURE SHALL BE TRANS I UNDERFLOOR OR UNDERGROUND o Z EFFECTIVELY SEALED AND SLEEVED WITH STEEL FLEX 3 FEET EACH SIDE OF THE I I A_2 -0 0-4_---- 1/3 SALES LIGHTS BRANCH CIRCUIT HOMERUN TO PANEL � =O PENETRATION, OR OTHER APPLIED METHODS. I I I fl 1-C9 NO ____ _- A-B=-J�o—L---- � I-o— ---1 3 SALES LIGHTS CONDUIT,J¢"- 2 #12 MINIMUM. HASHMARKS 1_ 1 <Z L. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE MADE I / IG INDICATE NUMBER OF WIRES AND SIZE OTHER �/ o W of AVAILABLE TO THE BUILDING INSPECTOR AT THE TIME OF INSPECTION. A_g _ I-0 O—I ---- I * ,, I,, I I 1/3 SALES LIGHTS THAN #12. "1G" ON HASHMARKS INDICATES p to< R1 I T - f r r INSULATED/ISOLATED GROUND WIRE M. ALL LIGHT SWITCHES NOT WITHIN SIGHT OF LUMINAIRES SHALL BE EQUIPPED WITH ____ ____I I I FLEXIBLE CONDUIT WITH CONNECTION TO EQUIPMENT A PILOT LIGHT. NO I I r -1 ---- ---- I I I C5 I N. WIRES FOR MECHANICAL CONTROLS AND FIRE ALARM SHALL BE IN CONDUITS I I I I WHERE REQUIRED BY CODES. R2 A-4--J��L----1 1 - 1/3 SALES LIGHTS ____ _____ DRAWING LIST 0. WIRES SHALL BE IN CONDUITS WHERE THERE IS EXPOSURE TO THE ELEMENTS OR NOa A-10 /� I Ifl-od � I I _ PERMIT SET L�---- ----L_ I - � o- -1/3 SALES LIGHTS POTENTIAL DAMAGE (FOR EXAMPLE, IN WAREHOUSE UNDER 10'-0'). I I A-11 I / \ I I EO.1 INDEX, NOTES, LEGEND, DIAGRAMS & SCHEDULES 06.01.15 R3 -1 ter____ �r __-1/3 SALES LIGHTS P. A WORKING SPACE H NOT LESS THAN 30 INCHES IN WIDTH, 36 INCHES IN DEPTH --I I L___J E0.2 ELECTRICAL SPECIFICATIONS PLAN AND 78 INCHES IN HEIGHT SHALL BE PROVIDED IN FRONT OF ELECTRICAL SERVICE _ IF I I NORTH EQUIPMENT. NO STORAGE OF MY MATERIALS SHALL BE LOCATED WITHIN THE NO _ __ i f----1 EO.3 ELECTRICAL SPECIFICATIONS 120 AMP CONTACTS TYP, UON. DESIGNATED WORKING SPACE. I I I I C6 E0.4 SINGLE-LINE DIAGRAM Q. PROVIDE APPROVED HANDLE TIE FOR ALL MULTIWIRE BRANCH CIRCUITS AS I R4 I A-15--j-0 0-t___-� � _ �NOa _-- -- STOCK ROOM LIGHTS EO.5 PANEL SCHEDULES REQUIRED PER NEC ART. 210.4(8). -__� SPARE LP-1 OFCI LIGHTING PLAN I I 2C-18 AWG SHIELDED R5 I I LP-2 PHOTOMETRIC PLAN CABLE IN CONDUIT BY I I r E.C. (TYP.) NO - r i I C7 I E.C. LIGHTING PLAN -- ----- I D-4 1 �� I I I E2.0 POWER PLAN --�_0 0-i __--t 1_O_] �,_L ---SHOW WINDOW RECEPTS R6 I I I I^ I I E2.1 REFRIGERATION POWER PLAN I I I o- f r r -SPARE E2.2 DETAILS & ENLARGED PLANS NOa---- ----i i i I I �44 =-SPARE E3.0 ROOF PLAN R7 I - -SPARE 0 01 - - - - - - � I I I I ELECTRICAL CONTRACTOR SHALL FULLY REVIEW LI I F_ I REFRIGERATION DRAWINGS AND SHALL INCLUDE IN BID I I CB I ALL WORK THAT IS TO BE COMPLETED BY ELECTRICAL I I I CONTRACTOR, INCLUDING ALL SWITCHES, CONDUITS, A_1--� �L---- i �i - BELDEN CABLES, CONTROL WIRES, POWER WIRES ETC, -- --SALES PERIMETER AS CALLED OUT ON REFRIGERATION DRAWINGS FOR A REFRIGE LE E0.1 1 EMS LIGHTING CONTROL DIAGRAM A-3- I / \ I I I CHANGE ORDER SHALLLLBBE ALLOW DRATION SYSTEM. [�1Q SCALE:NONE - 1� tr ----+-�� r}---SALES PERIMETER I ,, I I,, I A-5--1-0�r---- T�'l f'�r ---SALES PERIMETER DRAWN BY R8W A-12 ��b--1, *� I„ r ---SALES PERIMETER CHECKED BY GK L___J L_ J JOB#: 15-040 ELECTRICAL LEGEND& SCHEDULES E0. 1 REUSE OF DOCUMENTS Part 1 - GENERAL PART 2 - PRODUCTS 2.11 TELEPHONE SYSTEM / POS /SECURITY This document,and the ideas 1.01 SCOPE OF WORK and designs incorporated,as an 201 MATERIAL APPROVAL instrument of professional . Furnish and install all materials and equipment and provide all labor, tools,transportation, superintendence and services required and Refer to architectural and/or structural plans for site specific detail. service is the property of necessary to complete the work shown on the drawings and or specified herein.Also included are all other work and miscellaneous A Work included: Framework Architecture,Inc. items, not specifically mentioned, but reasonably required for testing the system. It is the intent of the drawings and specifications All materials must be new and bear Underwriters Laboratories label. Materials that are not covered b UL testing standards shall be and is not to be used,in whole P Y Y9 Y 9 P Y 9 1.Telephone and Intercommunication Raceway. or in part,for any reason without that all systems be complete, and ready for operation.All related items indicated on the assignment drawings and related contractor tested and approved by an independent testing laboratory or a governmental agency. Material not in accordance with these a.The telephone installation in a typical Grocery Outlet Store Sides Area is as follows: Refer to the Managers Office Room Detail the written authorization of drawings. (E.C. see 'R' sheets for additional requirement and architectural sheets for exact details) specifications may be rejected either before or after installation. for complete store requirements. Framework Architecture,Inc. 1.02 REGULATORY REQUIREMENTS B.Telephone equipment: 2.02 CONDUITS AND OTHER RACEWAYS: 1. Switching computer CPU located at telephone unchboard in the electrical closet. Code compliance is mandatory. Nothing in these drawings and specifications permit work not conforming to these codes. Where 9 P (CPU) P P work is shown to exceed minimum code requirements, comply with drawings and specifications.All work and materials shall comply 2. One handset at each check stands with capability to receive and page only. (5 cashiers stand typical). See fixture plan for IRS1W with the latest rules, codes and regulations, including but not limited to the following: A. Rigid Steel: Hot-dipped galvanized. exact number of check stands. 1. Occupational Safety and Health Act Standards (OSHA) B. Intermediate Metal Conduit (IMC): Hot - dipped galvanized. C. Cabling requirements: ENGINEERING,INC. 2. NFPA #70: National Electric Coke (NEC) C. Electrical Metallic Tubing (EMT): Electra-galvanized. 1. 9 Cat 5e voice runs ••s"8;"een"gi"`e8"°`e°S°t""°"`^ 9615 S. Allen 131A.,SU 107 D. Wireway: Code gauge steel, with knockouts and hinged cover, corrosion resistant a. Five (5) home runs: P istant gray baked enamel finish. Beaverton.Oregon 97005 3. NFPA #101: Life Safety Code. hone:(5031726J318 4. State Fire Marshal. E. Provide fittings and accessories approved for the purpose and equal in all respects to the conduit or raceway. EMT connectors I. One from each cashier stand to the Telco board through the power poles provided by the electrician at each of the cashier Far: (5o3I--a 5. Local Utilities Companies. and couplings shall be steel set screw type indoors and steel compression type in wet locations and outdoors. stands Email:r ng,@,n ng... Project No.:10e025.001 ii. One additional line from cashier stand #1 to the Telco board for the POS (line 5) or DSL where available. Contact: GREG KIENLE 1.03 LICENSE, FEES AND PERMITS: 2.03 WIRES AND CABLES: b.Termination requirements for above: Electrical contractor shall pay for all licenses, permits and inspection fees required by the authority having jurisdiction and shall A. For power and lighting system 600V or less: 1. 1 of each cashier (5 typical) flush mount 2-port receptacle (ivory) provided by law voltage installer, (one line for telephone, arrange for all required inspections. 1 for date). 1. Conductor. minimum size #12 AWG. u ii. Cat 5e cable with standard connector Telco board termination by low voltage installer. 1.04 SAFETY AND INDEMNITY: a. #12 and #10 AWG solid copper. D. Phone system line set up by local Phone Company � b. #8 AWG and larger shall be stranded copper. 1. Line 5-EFT Modern (ATM) analog line dedicated with no #9 dial up this goes to Cashier#1 U The contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property c. Aluminum wire and Romex type NOT allowed. during performance of work. This requirement will apply continuously and not be limited to normal working hours. No act, service, 2. Lines 1 & 2 are for call out. There is no call out capacity at check stands or stock room phones. ¢ e:Insulation type: E^ drawing review or construction review by the Owner, the Engineers or there Consultants, is intended to include review of the 2. 3. Equipment: nP adequacy of the Contractor's safety measures, in, on, or near the construction site. a. #12 to #1 AWG:THWN for wet or underground and THHN for dry locations. 9 Y Y a. Provide device plate coordination with telephone equipment installer. Activated telephone outlets have cover plate to accept _ b. #1/0 through #4/0 AWG: XHHW (55mils). modular jack. " 1.05 DRAWINGS AND SPECIFICATIONS: c. Grounding wire:TW b. Non-activated telephone outlets have blank plates. B. For signal and communications circuit: 4. Wiring, instruments and equipment will be furnished and installed by the telephone equipment installer. O°q All drawings and all Divisions of the specifications shall be considered as a whole and work of this Division shown anywhere there 1. Provide conduit system with pullcords. _ shall be fumished under this Division. Drawings are diagrammatic and indicate the general arrangement of equipment and wiring. Most direct routing of conduits and wiring is not assured. Exact requirements shall be governed by conditions of the job. Consult all 2. Provide cabinets and backboards as described on riser diagrams. 2.12 PAGING AND PA SYSTEM STANDARDS other drawings in preparation of the bid. Extra lengths of wiring or addition of pull or junction boxes, etc., necessitated by such C.Acceptable Products: General Electric, Anaconda, Okarite, Paranite or Triangle products conforming or exceeding applicable IPCEA conditions shall be included in the bid. standards. PA system shall be installed to provide uniform sound levels throughout the soles floor. Contractor shall adjust height or numbers of speakers to attain uniform sound level throughout. 1.06 CONDITIONS AT SITE: 3 2.04 OUTLET BOXES, JUNCTION AND PULL BOXES: Sales area: 10-15 Pendant or flush mounted speakers for mounting in ceiling structure or on T-bar ceiling grid whichever is applicable. Height or quantity of speakers to be adjusted where to attain homogeneous uniform volume throughout the soles area. The electrical contractor shall have examined the site and familiarized themselves with all discernible existing conditions. No extra This is particularly important where lower solid ceilings are present. W payment will be allowed for work required because of these conditions, whether specifically mentioned or not. A. Outlet boxes: 4"square x 1-1/2"deep (or larger) galvanized sheet steal KO-type with plaater ring and cover for general interior use and cast metal type FS or FD with matching screw covers for exterior and exposed interior locations (gasketed in damp or wet Stock room: 2 Speaker Horns or Speaker Boxes for stock room ; 1.07 WORKMANSHIP AND CONTRACTORS QUALIFICATIONS: locations). Dairy Cooler: 1 All weather hom for Dairy Cooler. General Contractor to provide 1/2"conduit to dairy cooler for low voltage wire to 3� B. Junction boxes shall be some as outlet boxes up to 42 cu. in. and code-gauge steel in larger sizes with surface or flush-type speaker(separate from high voltage conduit). �~;9 Only quality workmanship will be accepted. Haphazard or poor installation will be cause for rejection of work. screw-mounted trim covers, both boxes and covers inhibitor-primed and painted inside out. PA system has direct interface with the phone system for store paging capabilities.Amplifier is connected to GOI provided Sirium C. Pull boxes shall be some as junction boxes unless indicated otherwise on the drawings, with covers. Radio and Adcoster for store advertising and background music. 1.08 SHOP DRAWINGS AND MATERIAL LISTS: D.Telephone outlet boxes shall be the type and size required by the serving telephone company but not smaller than 4-11/16" Submit to Owner in single package six (6) copies of complete shop drawings and materials list, as noted below, for review within square x 2-1/8"deep with single-gang ring and Sierra #S-754N split plate bushing. 2.13 VIDEO MANAGMENT SYSTEM (VMS) SECURITY STANDARDS: LU fifteen (15) days after t�•_ r award of contract. E.Acceptable Manufacturer's for Boxes, Conduit, and Fittings: A.VMS IP Server Rock Mount Chassis Fittings: Roca, Bridgeport, T&B. � Submittals required as follows: B. 3TB storage (expandable), DVD, Memory Stick, Mouse, Keyboard, Remote Access, #GPP Mobil Surveillance (view from 1. Wiring devices: switches, receptacles, device plates. 2.05 WIRING DEVICES AND PLATES: Cellular/Smartphone/iPod), build-in PIR Sensor for Human Detection, Real-time MPEG-4 and MJPEG Compression (Dual Codec), IS 4. Panelboards. W 2. Equipment for utility company metering. Built-in 802.3af Complaint PoE, HTTPS Encrypted Data Transmission (ability to login to view individual cameras) co 3. Main disconnects. Wiring devices and plates shall be by Pass and Seymour or approved equal. C. 16-IP Licenses, Unlimited Remote Software Licenses (PC's, Laptops, Smart Phones). 04 04 1. Standard Design: D. 1-24 Port PoE switch mounted in data rack. O O �00 5. Disconnect switches. In d1 6. Lighting fixtures, lamps and lighting control equipment. a.All duplex receptacles shall be 3-pole grounding type, ivory, with the third pole 'U' shaped and grounded to the conduit E. 1-24" LCD Monitor W Q system, and shall be one of the following: Bryant, Hubbell, Levitron,Arrow-Hart: Number 5362; General Electric: Number 5342; Pass F. 14- Indoor Dome IF Cameras 2.6-4mm EU 1.09 SUBSTITUTIONS: & Seymore: Number 5362. G. 1-Quad Camera - 8 Megapixels /�/J W J b. 3-pole grounding type with isolated ground terminal bonded to insulated isolated ground conductor orange area and shall be H. 1-Public Viewing Monitor with built in camera and IP converter I O oc W J Z One or more makes of materials or methods may have been specified to establish the standard of quality, workmanship, finish and one of the following: Hubbell I.G.-5362, Bryant, Arrow-Hart, General Electric, Pass & Seymore. �J Q O Y p q Y p. I. 10-13 Custom mode poles to provide proper coverage,junction box, and all painted primer red (unless otherwise noted by 0 O =I-- design required, but other materials or methods equal in quality, workmanship,finish, design and guaranteed performance, will be c. GFi Duplex Receptacles manufacturers shall be one of the following: Hubbell GF-5632, Bryant,Arrow-Hart, General Electric, Pass accepted. However, all changes and substitutions shall be requested in letter form and shall be accompanied with a statement of location). (� p g q p & Seymore. J. CATS cabling as required code conforming (n Z the amount of money to be returned to the contract if the substitution w permitted. 9 q 9 d.All clock hanger outlets shall be 2 pole, 3 wire, grounding type and shall be one of the following: Bryant Number 2828-GS, is work le jug materials submitted for substitution shall proceed until written acceptancepermitted d received from the Owner. The Owner K. 500 VA Uninterru tibia Power Supply with Surge Protection is the sole judge of acceptability of referred substitutions. f a substitution item is ermitted and an redesign effort is thereby Hubbell Number 5235, Arrow-Hart Number 5708, Pass & Seymore Number 2123 Series, G.E. Number 4224-5, Levitron Number 688. P PPY g q W� 1 9 P b P P Y 9 Y necessitated, the required redesign shall be at the Contractors expense. L. Network and Remote Monitoring Configuration (static IF address provided by GOI) p Q 2.06 CONDUIT HANGERS M. Complete instillation, zoom, focus, system programming and 2 training sessions (one of completion, second within 90 (Jays). � 1.10 COORDINATION: For individual conduit runs not directly fastened to the structure, use rod hangers manufactured by Caddy, Unistrut or Powerstrut. 2.14 POS AND DATA WIRING REQUIREMENT Coordinate work with other trades to avoid conflict and to provide correct rough-in and connection for equipment fumished under For multiple conduit runs, use deflection not greater than 1/8". other trades that require electrical connections. Inform Contractors of other trades of the required access to and clearances around All data and POS (Cat5e) wiring to be individual home runs. electrical equipment to maintain serviceability and code compliance. Verify equipment dimensions and requirements with provisions specified under this Section. Check actual job conditions before 2.07 WIRE CONNECTORS A. Check stands: Run 1 cable from each (check stands 1 thru 5) to 24 port patch panel in data rack located in the Cash Office. fabricating work. Report necessary changes in time to prevent needless work. Changes or addition, subject to additional Cables to be installed in the power poles and wiring trays supplied by E.C. PERMIT SET compensation, which are made without written authorization and an agreed price, shall be at the Contractors risk and expense. For Wire sizes #8 AWG and smaller: Insulated pressure type (with live spring) rated 105 degrees C, 60OV, for building wiring and B. Stockroom: Run 1 cable for a PC terminated on 24 port patch panel located in the Cash office. 06.01. rJ 1000V in signs or fixtures. Scotchlok or Ideal. For wire size #6 AWG and larger: T& B or equivalent compression type with 3M C. Fax Machine: Run 1 cable to office. 1.11. CUTTING AND PATCHING: #33+ or Plymouth "Slipknot Grey"tape insulation. D. Refrigeration Compressor and Panel: Run three 3 cables a. 2 from the compressor to the cash office dorm panel PLAN All cutting and patching required for work of this Division is included herein. Coordination with General Contractor and other trades is NORTH imperative. Contractor shall bear the responsibility for and the added expense of adjusting for improper holes, supports, etc. 2.08 PANELBOARDS: b. 1 from the compressor to the MPOE/Demorc -dial tone. E. Refrigeration vendor to connect wiring to Ala" Panel and Modems, 1.12 ACCEPTANCE DEMONSTRATION: A. Construction: Cabinets shall be of code gauge, galvanized steel, surface or flush mounted as indicated. Doors shall be of Compressor and other refrigeration equipment. If there is no equipment in place, wiring will be left coiled up for refrigeration Vendor. cold-rolled steel with concealed hinges and flush catch and lock. All panels shall be keyed alike. Panels located adjacent to each F. Motorola Wireless:Access Points run 3 Cables from the units to the 24 port patch panel located in the Cash Office data rock. Upon completions of the work, at a time to be designated by the Owner, the Contractor shall demonstrate for the Owner the other shall have identically sized enclosure and trims. Finish exposed part pointing in field if desired. operation of the electrical installation, including any and all special items installed by him or installed under his supervision. When B. Bus Bars: Provide ground block with full complement of terminals in addition to insulated neutral bus. Future breaker spaces shall provided, properly set automatic time switches to perform switching operations in accordance with schedules provided by the Owner's have complete provision including busses and connecting hardware. representative, and demonstrate (using the manufacturer's operating instructions) how to override and/or test time switches C. Manufacturers: Square D, General Electric, Cutler-Hommer or Siemens-ITE. programming. D. Circuit breakers: Shall be quick-make, quick-break, molded case type: 1.13 RECORD DRAWINGS, EQUIPMENT DATA: 1. 3 Phase Panels: Shall be bold-on type, with minimum symmetrical interrupting capacity as shown. 2. Provide multi-pole units with common trip element. Maintain one set of clean working drawings at the job site and enter daily such "as-built"information as a feeder and service 3. Circuit breakers used "ON-OFF" control to fluorescent lighting (ponelboard switching shall be Underwriters' Laboratories listed routes, pull box locations and changes in layout or arrangement which occur during construction. Deliver completed drawings to the and marked "SWD"to indicate their suitability. Owner. E. Identification: Provide as needed in 3.09 Deliver to the Owners representative three copies of data sheets or other current manufacturers' publications for each item of electrical equipment fumished for the project including at least these data: F. Switchgeor/panel boards to be identified with 1/4" white lettering on black background. Labeling to include: Panel identifier, fed 1. Technical description and replaceable parts list. from location and voltage. 2. Physical description and installation instructions. G. Complete shop drawings are required. See Article 1.08. 3. Users manual and operating instructions. p o 4. Manufacturer's Warranty. 2.09 INDIVIDUALLY MOUNTED MOTOR CONTROLLERS: 1.14 CLEANUP: A. For Polyphase Motors: Combination motor circuit protector and magnetic starter, with 3-leg overload protection. Provide two interlock contacts of the interchangeable open-close type. Provide hand-off-automatic selector switch, motor running pilot light and Rid the premises of scrap materials, trash and debris both during construction and at completion of the project. Leave the building reset button in cover. Control circuits shall be 120V. and surrounding area a clean and orderly condition. B. Starters for fractional horsepower 120V motors shall be manual type, unless shown otherwise, equipped with build-in overload protection. 1.15 GUARANTEE: C.Acceptable manufacturers: General Electric, Siemens, Square D. Westinghouse, and Allen Bradley. Guarantee the installation free from defects of workmanship and materials for a period of one year after Date of Certification of 2.10 LIGHTING final payment and promptly remedy any defects developing during this period, without charge. DRAWN BY Raw 1.16 TEMPORARY SERVICES: CHECKED BY GK A. Install all fixtures complete, including lamps and ballast ready for service. Provide adequate and safe temporary electrical power and lighting throughout the construction and finishing of the premises. In B. Supports: Proper supports and mounting accessories, such as hangers, stems,yokes, plaster frames, etc. shall be provided as JOB#: 15-040 addition to special or unusual requirements, provide at least these items: required by the type of ceiling installed. Where swivel canopies or ball alignere are specified, they shall cause fixture to hang plumb ELECTRICAL CONTRACTOR SHALL FULLY REVIEW 1. Three 20-amp circuits for construction power tools. Provide GFI temporary circuits with core plates to meet OSHA requirements. regardless of tiling slope. REFRIGERATION DRAWINGS AND SHALL INCLUDE IN BID 2. three or more light strings suspended approximately one foot below the eight of finish ceiling with lamps spaced not more than C. Fixture Designation: Fixture types are designated on drawings. Where only one fixture designation is shown, it applies to all ALL WORK THAT IS TO BE COMPLETED BY ELECTRICAL ELECTRICAL twelve feet on centers. Strings shall be run the length of the space parallel to the demising walls, with one string within eight feet fixtures in that room or area. For exact fixture count and location refer to reflected ceiling plan. CONTRACTOR, INCLUDING ALL SWITCHES, CONDUITS, SPECIFICATIONS of each wall and one (or more) intermediate string(s) arranged to limit the spacing between rows to sixteen feet or less. D. Wire 1-lamp and 3-lamp fluorescent fixtures in tandem where required by code. BELDEN CABLES, CONTROL WIRES, POWER WIRES ETC, 3. Flood lighting and task lighting for painting and other finish work. When permanent electrical service is operable, disconnect and E. Ballasts: Advance, GE, or Approved high frequency electronic, full light output, energy saving, Class "P", high power factor, ETL AS CALLED OUT ON REFRIGERATION DRAWINGS FOR A 9 9 9 9 P 9 P P COMPLETE AND OPERABLE REFRIGERATION SYSTEM. Z1Q remove from the premises the materials and equipment used for temporary power and lighting, and restore modifications and repair certified, sound rating "A"or as indicated on drawings. CHANGE ORDER SHALL BE ALLOWED, C O" damage caused by the installation, use or removal of temporary service provisions. C REUSE OF DOCUMENTS 2.15 FIRE ALARM STANDARDS This document,and the ideas C. Use flexible conduits or MC cable in the following applications: and designs incorporated,as an Fire alarm system shall include all requirements mandated by local jurisdictions including but not limited to: 1. Final connections to motor. instrument of professional A. water flow 2. Final connections into and out of the transformer. service is the property of B. smoke detectors 3. Final connections to vibrating equipment. Framework Architecture,Inc. C. horn strobes and is not to be used,in whole / 4. Inter-connections between all light fixtures (not to include homerun from fixture or device to panel board, which must be rigid). or in pan,for any reason without D. pull stations 5. Final connections where rigid conduit is not practical. the written authorization of E. damper controls 6. In walls (or light switches and 120V power receptacles and HVAC control equipment). Framework Architecture,Inc. F. Etc. D. Flexible metallic conduit or MC cable must be the some size as the rigid conduit to which it is connected. E. The connection to outdoor equipment must be weatherproof, i.e. liquid tight or seal light.Provide a complete and operational Fire and Burglar Alarm System including, but not limited to the following items: F. Minimum size of conduit shall be 1/2" for individual lighting fixture connections or to individual light switches if approved by allIRS A. 1 - Control panel and monitoring (CPU) applicable codes. Minimum size for all other locations shall be 3/4". If HVAC control wiring is required to be run in conduit, it shall B. 1 -Alpha keypad located at the main door entrance be a 3/4" ENGINEERING,INC. minimum, unless noted on drawings. All in/under floor conduits shall be 3/4" minimum size. „E"81"een"g�"re8rar��tnr�o�,,, C. 1 - Transformer as required %15 s.W.Allen-,suXe 107 D. 2 - Battery 12v 7AH as required Beaverton,Oregon woos E. 2 - Phone cords - Modular RJ45-RJ45 and jacks as required by Fire Marshall 3.03 INSTALLATION OF CONDUITS P1one:�5031]263318 26 F. 2 - RJ-31X Phone Jack as required for system A. General: B-m I:r ng@-ng Project No.:1206 025.001 G. 1 - Lock& Key Set 1. Run all conduit concealed unless otherwise noted or shown. cnnla�c caecKieNue H. 1 - Tamper Switch 2. Run all conduit parallel to or a right angles to center lines of columns and beams. I. 1 - Tamper Switch Bracket 3. Conduits above ceilings shall not obstruct removal of ceiling tiles, lighting fixtures, or air diffusers, etc. w J. Proper grounding as required for system installation 4. Conduits shall not cross any duct shaft or area designated as future duct shaft horizontally. Conduit risers when allowed in duct Z) K. 1 - Dual Battery Harness as required for system installation shaft must be coordinated with mechanical work to avoid any conflict. u L. 2 - Plug-in Relays as required for site and system B. Conduit Supports: M. 3 - 35' Motion Detector(one in sales area by doors, one in stock room by loading dock, third one placed to meet store 1. Support conduits with Underwriters Laboratories listed steel conduit supports at intervals required by the National Electric Code. m environment) Wires or sheet metal strips are not acceptable for conduit support. Use conduit hangers for metal strips are not acceptable for a N. Roof hatch contact a^_ conduit support. Use conduit hangers for all conduits not directly fastened to structure and for all multiple conduit runs. Do not �oP O. Door contacts (one for each entrance door, emergency exit door, all man doors) attach any conduit to mechanical ducts or pipes. _ P. Roll up door contacts (one for each overhead door) 2. Individual conduits 1/2" and 3/4" size for lighting may be supported from ceiling support wires with Caddy clips only if ` Burglar and fire system: Shall be UL approved for fire and burglar combination and approved by the local jurisdiction. acceptable to local code. Only one conduit is permitted to be attached to any ceiling support wire. Hang such conduit so as not to General Contractor to coordinate with Vendors for: affect level of ceiling. O° A Water Flow 3. Avoid attaching conduit to fan plenums. When it is necessary to support conduit from fan plenum, provide a length of flexible B. HVAC Duct Detectors to be installed and powered by electrical contractor conduit between portion attached fan plenum and portion attached to the building to minimize transmission of vibration to the a C. Egress Doors (crash bars installed by the vendor and power to the unit provided by electrical contractor building structure. Al on This work must be complete 3 days prior to TCO date to allow Fire Alarm Vendor to complete install for TCO inspection. C. Conduit Penetration \� d 1. Penetrating fire rated floor or wall: Install conduit in conduit sleeve or framed opening. Seal penetrations with fire retardant a 2.16 BURGLAR ALARM STANDARDS sealant specified herein. E e o A complete and operational Burglar Alarm System including, but not limited to the following items: 2. Penetrating roof or exterior wall: Avoid penetrating roof or exterior wall where possible. Where penetrations are necessary, building W A. 1 - Control panel and monitoring (CPU) weatherproof integrity must be preserved. o i B. 1 -Alpha keypad located at the main door entrance 3. Penetrating sound insulated or air plenum wall: Install conduit in conduit sleeve and seal penetration as detailed on the drawings. ;9: 3 C. 1 - Transformer as required 4. Penetrating non-fire rated dry wall: Conduit sleeves are not required. D. 2 - Battery 12v 7AH as required Penetrations must be sealed with plaster prior to painting. Penetrations made after wall finish is applied must be as small as E. 2 - Phone cords - Modular RJ45-RJ45 and jacks as required by Fire Marshall possible and provided with escutcheons, one on each side of wall. F. 2 - RJ-31X Phone Jack as required for system 5. Penetrating suspended ceiling: Cut hole as small as possible to permit conduit penetration. Provide escutcheon for each conduit G. 1 - Lock& Key Set below ceiling. H. 1 - Tamper Switch I��I I. 1 - Tamper Switch Bracket 3.04 CONNECTIONS TO EQUIPMENT: J. Proper grounding as required for system installation A. General: LLI K. 1 - Dual Battery Harness as required for system installation 1. Furnish and install required power supply conduit and wiring to all equipment. See below for other wiring required. co L. 2 - Plug-in Relays as required for site and system Z N 2. Furnish and install a disconnect switch immediately ahead of and adjacent to each magnetic motor starter or appliance unless W 04 M. 1 - Expansion Module for future inputs O O P P the motor appliance is located adjacent and within sight of the serving panel board, circuit breaker or switch. Verify all equipment N. 15 - Standard PORT Modules as required for a complete system nameplate current ratings prior to installation. Q Q O. 2 - 35' Motion Detector located as directed by GOI, CM (one in sales area by doors and one in stock room by loading dock). 3. Install all rough-in work for equipment from approved shop drawings to suit the specific requirements of the equipment. P. Roof hatch contact LU 4. Furnish and install manual thermal protection for all motors not integrally equipped with thermal protection. LLI J Q.Automatic door contacts 5. Furnish 120 Volt power to each control panel and time switch requiring a source of power to operate. o IY Q Z R. Recessed Door Contacts (one for each entrance door- minimum of 3). = S. # - OH Door Contact (one for each overhead door) 3.05 INSTALLATION OF WIRES: fn H U T. # - surface mount Glass Break (one for each pane of glass). Cn Z U. 1 - Gloss Break Tester A. Pull no wire into any portion of the conduit system until all construction work which might damage the wire has been completed. Q J B. Install all wire continuous from outlet to outlet or terminal to terminal. Splices in cables when required shall be made in q LU of i l tails d t d-l tl f with 8"t tl i li it i h b Ma ke b ti pull b l dh anoes, puoxes or junction boxes. ae branch circuit splices n outlet boxes w o correctly color-coded eft n e Q Burglar and fire system shall be UL approved for fire and burglar combination and approved by the local jurisdiction. h th Fire Alarm system shall include all requirements is mandated by local jurisdiction including but not limited to box. A. water flow C. Splices in wires and cables shall be made utilizing materials and methods described here in before. B. smoke detectors D. Make all ground, neutral and line connections to receptacle and wiring device terminals as recommended by manufacturer. Provide C. horn/strobes ground jumper from outlet box to ground terminal of devices when the device is not approved for grounding through the mounting D. pull stations screws. E. damper controls E. Provide Brady wire markers where number of conductors in a box exceeds four. PERMIT SET F. Etc. F. Megger and record insulation resistance of all 600 Volt insulated conductors size #4/0 and larger using 500 Volt megger for one minute. Make tests with circuits isolated from source and load. 06.01.15 2.17 MISCELLANEOUS MATERIALS: 3.06 INSTALLATION OF RECESSED LIGHT FIXTURES AND DEVICES PLAN A Safety Switches: Heavy duty type, horsepower rated for motors, fused or non-fused as required. NORTH A. All recessed light fixtures, boxes, receptacles & other devices mounted in the fire rated ceilings or walls shall be provided with an Mount in enclosure with NEMA rating as required for the specific application General Electric, Square D or Westinghouse. approved enclosure carrying the same fire rating as the wiling or wall. PART 3 - EXECUTION approved Outlet boxes that occur on opposite sides of the wall within 24 inch horizontal distance of one another shall be protected by an approved FIRESTOP material or detail to maintain the fire rating of the wall. 3.01 GENERAL 3.07 WIRE COLOR CODE: A. Electric system layouts indicated on the drawings are generally diagrammatic and shall be followed as closely as actual Color coding shall be continuous for wire #12 through #10 AWG. Phase conductors #8 and larger and conductor of any size in cable construction and work of other trades will permit. Govern exact routing of cable and wiring and the locations of outlets by the assemblies may have colored phasing tape at terminations. Color code wires as follows: structure and equipment served. Take all dimensions from architectural drawings. Voltage Phase A Phase B Phase C Neutral Ground Wild Leg B. Consult all other drawings, verify scales and report any dimensional discrepancies or other conflicts with Owner before submitting 120/208V Black Red Blue White Green Orange bid. C.All home runs to panel boards ore indicated as starting from the outlet nearest the panel and continuoin in the general direction 277/480V Brown Orange Yellow Gray Green of that panel. Continue such circuits to the panel as though the routes were completely indicated.Terminate homeruns of signal, alarm, and communication systems in a similar manner. 3.08 IDENTIFICATION: D.Avoid cutting and boring holes through structure or structural members wherever possible. Obtain prior approval of owner and conform to all structural requirements when cutting or boring the structure is necessary and permitted. E. Furnish and install all necessary hardware, hangers, blocking, brackets, bracing, runners, etx. required for equipment specified A. Provide nameplates for switchboards, panel boards, and all similar devices. Nameplates shall be screwed (no adhesives) engraved under this section. bakelite or photo-etched metallic nameplate identification showing panel designation, voltage and phase in minimum 1/4" high letters. 0 0 F. Provide necessary backing required to insure rigid mounting of outlet boxes. B. Provide dymo labels on all lighting switches and convenience and special purpose receptacles to show panel and circuit number to which the device is connected. 3.02 WIRING METHOD C. Each panelboard shall contain a metal-framed circuit directory inside cover, with plastic protector. A. In concealed spaces where the use of "BX"wiring is permitted by all applicable codes and regulations, provide factory-fabricated, D. Panel board Schedule: After completion of work, provide typewritten updated panelboard schedules for all panelboards. pre-allembled UL-labeled type "AC"cables as preferred wiring method for branch circuits.A grounding conductor shall be provided in each cable. 3.09 GROUNDING B. When conditions determine in "A" above are not met, install all wiring in raceway, or use MC cable where approved by A. Electrical service and separately derived alternating current system shall be grounded in accordance with NEC Article 250-3 to all applicable codes and regulations. Conduit shall be rigid steel, IMC or EMT as follows: 250-26, inclusive. 1. Above round: Use rigid steel, IMC OR EMT. B. Ground non-current carrying metal arts of electrical equipment enclosures, frames, conductor raceways or cable trays to provide DRAWN BY Raw g g ry g py y p CHECKED BY GK a. Wet locations: Rigid steel or IMC only. a law impedance path for line-to-ground fault current and to bond all non-current carrying metal conductors shown. Equipment b. Locations subject to mechanical injury: Rigid steel or IMC only. ground conductor shall be electrically and mechanically continuous from the electrical circuit source to the equipment to be grounded. Size ground conductors per NEC Article 250-95 unless larger conductors are shown. JOB# 15 040 c. Dry locations and not subject to mechanical injury: EMT, IMC or rigid steel conduit. ELECTRICAL CONTRACTOR SHALL FULLY REVIEW 2. Underground: Use rigid steel or PVC. C. Grounding conductors shall be identified with green insulation. Where green insulation is not available on larger sizes, black REFRIGERATION DRAWINGS AND SHALL INCLUDE IN BID insulation shall be used and suitable identified with green tape at each junction box or device enclosure. ALL WORK THAT IS TO BE COMPLETED BY ELECTRICAL ELECTRICAL CONTRACTOR, INCLUDING ALL SWITCHES, CONDUITS, SPECIFICATIONS END OF SECTION BELDEN CABLES, CONTROL WIRES, POWER WIRES ETC, AS CALLED OUT ON REFRIGERATION DRAWINGS FOR A COMPLETE AND OPERABLE REFRIGERATION SYSTEM. NQ O"^ `�J CHANGE ORDER SHALL BE ALLOWED. REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional service is the property of Framework Architecture,Inc. and is not to be used,in whole or in part,for any reason without the written authorization of (E) SERVICE Framework Architecture,Inc. ENTRANCE TO REMAIN INC.GENERAL NOTES ENGINEERING, ` "Engineering Inregraled So/I X %15 Sw,Allen 31A.,SuXe 107 A. ALL NEW COMPONENTS SHOWN ON THE SINGLE LINE DIAGRAM SHALL Beaverton,Oregon 97005 FEEDER— x BE "FULLY RATED" ADEQUATE FOR THE MAXIMUM FAULT CURRENT PM1one:(503)726-3318 TYP. AVAILABLE AT THE POINT OF APPLICATION, INCORPORATING THE Fax: (503172—ns 326 (E) REVENUE E-mail:(503)ignreng.mm METER TO — — — — — — — — — — — — — — — — — — — — CURRENT LIMITING DEVICES AS SPECIFIED. SHOP DRAWINGS SHALL Prol<a mo.:lza'GzIioo1 REMAIN INDICATE FULL RATING AND INCLUDE A COPY OF ALL LABELING, Conl : GRECKIeNue INCLUDING RESPECTIVE UL LISTING. O O O O O O B. FIELD VERIFY ALL EXISTING CONDITIONS. w C. ALL WIRE IS COPPER. 200 400 200 400 400 400 D. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED AS EXISTING (E). E. ALL DEVICES ARE 3 POLE UNLESS OTHERWISE NOTED. I F. ONLY U.L. LISTED EQUIPMENT SHALL BE USED. I I I G. RATING OF ALL OVERCURRENT PROTECTION DEVICES, SWITCHES AND m MAGNETIC STARTERS TO BE VERIFIED WITH NAMEPLATE RATING OF ASSOCIATED UNIT AND TO BE REVISED AS REQUIRED. G G G-2 °— N N Ni— — — — — — — — — — — — — — (E) GROUNDS (E) MAIN SWITCHBOARD 'SBD' V o TO REMAIN 120/208V, 3PH, 4W, 1600A LOCATED ON MEZZANINE NOTES THIS SHEET O1 E.C. TO PROVIDE ISOLATED GROUND BAR. V�y O2 PROVIDE 1#4 ISOLATED GROUND CONDUCTOR IN ADDITION TO EQUIPMENT 3" GROUND CONDUCTOR. e W 1 SINGLE LINE - DIAGRAM - DEMOLITION E0.4 SCALE:NONE �td 3� FEEDER SCHEDULE TAG DESCRIPTION 200.4 PANEL 4-3/0, 1 #4GND IN 2-1/2"C A 250.4 4-250KCMIL, 1 #4GND IN 2-1/2"C W co 300.4 4-350KCMIL, 1 #4GND IN 3"C I W DO 150.4 4 #1/0, 1 #6GND IN 2"C O _� Q 100.4 4 #2, 1 #8GND IN 1-1/4"C 4t W 100.4 F3o.31 4 #10, 1 #10GND IN 3/4"C o�tUo D' Q Z 70.4 4 #4, 1 #BGND IN 1-1/4"C =~ PANEL COMP PANEL PANEL PANEL U)Z C RACK D M B IQ O ENTRANCECE ENERGY MONITOR SEE DEMOLITION KEY REFRIGERATION DRAWINGS OE EXISTING (TO REMAIN) 2 ON NEW 200.4 L250.4 200.4 200.4 200.4 30.3 OX REMOVE PERMIT SET N 06.01.15 (E) REVENUE NP• METER — — — — — PLAN O NORTH ?(N) ED O O O O AS 400AS 200AS 200AS 200AS 60AS 200AF (N) 250AF (N) 200AF (N) 200AF (N) 200AF (N) 30AF I I I I I I G G G-t N N N-2 — — TO (E) (E) MAIN SWITCHBOARD 'SBD' GROUNDS 120/208V, 3PH, 4W, 1600A LOCATED ON MEZZANINE 0 �1 SINGLE LINE - DIAGRAM E0.4 SCALE:NONE DRAWN BY R&. CHECKED BY GK ELECTRICAL CONTRACTOR SHALL FULLY REVIEW JOB#: 15-040 REFRIGERATION DRAWINGS AND SHALL INCLUDE IN BID ALL WORK THAT IS TO BE COMPLETED BY ELECTRICAL ELECTRICAL CONTRACTOR, INCLUDING ALL SWITCHES, CONDUITS, ONE-LINE DIAGRAMS BELDEN CABLES, CONTROL WIRES, POWER WIRES ETC, AS CALLED OUT ON REFRIGERATION DRAWINGS FOR A COMPLETE AND OPERABLE REFRIGERATION SYSTEM. ( CHANGE ORDER SHALL BE ALLOWED. C O"4 REUSE OF DOCUMENTS This document,and the ideas PANEL: A BUS: 100 VOLTAGE: 120 208V 3PH 4 WIRE PANEL: D BUS: 225 VOLTAGE: 120 208V 3PH 4 WIRE and designs incorporated,as an instrument of professional FEEDER: SEE POWER RISER MAIN BRKR: MLO MOUNTING: SURF FEEDER: SEE POWER RISER MAIN BRKR: MOUNTING: SURFACE service is the property of CKT CKT BREAKER LOAD LOAD CKT BREAKER CKT CKT CKr BREAKER LOAD LOAD CKT BREAKER CKT Framework Architecture,Inc. and is not to be used,in whole N0. CIRCUIT DESCRIPTION POLES AMPS Type Volt-Amps PHASE Volt-Amps Type POLES AMPS CIRCUIT DESCRIPTION N0. N0. CIRCUIT DESCRIPTION POLES AMPS Type Volt-Ampe PHASE Volt-Amps Type POLES/AMPS CIRCUIT DESCRIPTION N0. or in part,for any reason without the written authorization of 1 L-SALES 20 1 936 A 936 20 1 L-SALES FUR 2 1 LIGHTING EMX CONTROL PANEL 20 1 200 A 1200 20 1 OPEN SIGN 2 Framework Architecture,Inc. 3 L-SALES 20 1 936 B 936 20 1 L-SALES FUR 4 3 SPARE CB 20 1 B 1440 20 1 SHOW WINDOW RECEPTS 4 5 L-SALES 20 1 1008 C 938 20 1 L-SALES FUR 8 5 EXTERIOR LCP 20 1 200 C 100 20 1 WATER HEATER 8 7 L-SALES 20 1 936 A 936 20 1 L-SALES FUR 8 7 LIGHTING CONTACTOR PANEL 20 1 200 A - 20 1 SPARE CB 8 IRS V V 9 L-SALES 20 1 936 B 938 20 1 L-SALES FUR 10 9 BUILDING SIGNAGE 20 1 120 B 3700 40 3 HALER 10 11 L-SALES 20 1 936 C 1008 20 1 L-SALES FUR 12 11 SPARE CB 20 1 0 C 3700 12 13 L-SALES 20 1 936 A 20 1 SPARE CB 14 13 RECEPTS-SALES 20 1 900 A 3700 14 ENGINEERING,INC. 15 L-STOCK 20 1 468 B 700 20 1 EXTERIOR 16 15 POWER DOOR 20 1 1400 B 2530 30 2 EVAC 18 17 SPARE CB 20 1 1 - C 1 1 20 1 SPARE CB 18 e 107 17 SPARE CB 20 1 C 2530 18 Bea 1.019w 97005 19 L-GEN 20 1 468 A 20 1 SPARE CB 20 19 SPARE 20 1 A 20 1 SPARE CB 20 Ph,n (5031726-3318 21 SPARE CB 20 1 B 2G 1 SPARE CB 22 Far: (5031726-3329 21 RECEPTS-STOCKROOM 20 1 1440 B - 20 1 SPARE CB 22 E-mail:r g@-g.mm 23 SPARE CB 20 1 C 20 1 SPARE CB 24 23 RECEPTS-STOCKROOM 20 1 1800 C 20 1 SPARE CB 24 Prolea No.:12a-ool 25 SPARE CB 20 1 A 20 1 SPARE CB 26 25 HAND DRYER 20 1 1400 A 20 1 SPARE CB 26 Clt: GREG NIENLE 27 SPACE CB 20 1 B 1 SPACE 28 27 HAND DRYER 20 1 1400 8 400 20 1 VIDEO MANAGEMENT SYSTEM 28 29 SPACE CB 20 1 C 1 SPACE 30 29 RECEPTS-EXTERIOR 20 1 540 C 5DO 20 1 VIDEO MANAGEMENT SYSTEM UPS 30 r.+ 31 SPACE A 1 SPACE 32 31 COOLER 20 1 1200 A 720 20 1 REC-TELEPHONE BACKBOARD 32 7 33 SPACE B 1 SPACE 34 33 COOLER 20 1 1200 B 380 20 1 TEL SWITCHING CPU 34 U 35 SPACE C 1 SPACE 36 35 SPARE CB 20 1 - C 200 20 1 BURGLAR ALARM 36 37 SPACE I 1 A 1 SPACE 38 37 SPARE CB 20 1 A 400 20 1 FlRE ALARM CONTROL PANEL 38 ~ 39 SPACE B 1 SPACE 40 39 SPARE CB 20 1 B 900 20 1 REC-ROOF 40 V 41 SPACE C 1 SPACE 42 41 SPARE CB 20 1 C 800 20 1 DUCT SMOKE DETECTOR 42 < Q Ev o� CONNECTED LOAD TOTAL LOAD NOTES........... CONNECTED LOAD TOTAL LOAD NOTES........... u a LOAD PER PHASE(VA) A= 5148 A- 5613 1. LOAD PER PHASE(VA) A- 9920 A- 93 1. 110 B= 4912 8- 5377 8= 14890 B= 16083 O o C= 3888 C= 4353 2. C= 10370 C= 11543 2. ° LOAD PER PHASE(AMPS) A= 42.90 A- 46.77 3. LOAD PER PHASE(AMPS) A- 82.67 A- 92.44 3. B= 40.93 B- 44.81 B= 124.08 B= 133.86 u n C= 32.40 C= 36.27 4. C= 86.42 C= 96.19 4. u TOTAL LOAD(KVA 0 0.8 pf) 13.95 15.34 5. TOTAL LOAD(KVA 0 0.8 pf) 35.18 38.70 5. SPARE CAPACITY 10.00x 1.39 DATE 02-Jun-15 33 SPARE CAPACITY IO.00x 3.52 DATE 02-Jun-15 98 3 0 E^ 0.3 PANEL B BUS: 225 VOLTAGE: 120 208V,3PH,4 WIRE PANEL M BUS: 225 VOLTAGE: 120 208V,3PH,4 WIRE 3 d t�3n FEEDER: SEE POWER RISER MAIN BRKR: MOUNTING: SURFACE FEEDER: SEE POWER RISER MAIN BRKR: MLO MOUNTING: SURFACE T 3 CKT CKT BREAKER LOAD LOAD CKT BREAKER CKT CKT CKT BREAKER LOAD LOAD CKT BREAKER CKT NO. CIRCUIT DESCRIPTION POLES AMPS Type Volt-Amps PHASE Volt-Amps Type POLES AMPS CIRCUIT DESCRIPTION NO. NO. CIRCUIT DESCRIPTION POLES AMPS Type Volt-Amps PHASE Volt-Amps Type POLES/AMPS CIRCUIT DESCRIPTION NO. 1 DRAIN HTR 2C 20 1 150 A 520 202 1 2C EVAP 2 1 AC-3 40 3 3360 A 3360 40 3 AC-1 2 3 DRAIN HTR 1E 20 1 300 B 520 - - 4 3- - 3360 B 3360 - - 4 5 DRAIN HTR 2A1 20 1 300 C 816 20 1 2A-1 EVAP 6 5- - 3360 C 3360 - - 61 0„ 7 SPARE CB 20 1 A 20 1 8 7 AC-4 40 3 3360 A 3360 40 3 AC-2 8 JS�L 9 DOOR HTR 1E 25 1 1840 B - 20 1 SPARE 10 9- - 3360 B 3360 - - 10 Q 11 DOOR HTR 2A1 30 1 2300 C 20 1 SPARE 12 11- 3360 C 3360 12 W 13 PRODUCE MISTER 20 1 1800 A - 20 1 SPARE 14 13 CU-3 20 2 1250 A 1250 20 2ICU-1 14 co 15 SPARE CB 20 1 B - 20 1 SPARE 16 15- - 1250 B 1250 - - 18 17 BEV MURCH 20 1 1440 C - 20 1 SPARE CB 18 17 SPARE CB 20 3 C 1250 20 2 CU-2 18 0 ;00 00 19 ICE MAKER 30 2 O 2500 A - 20 1 SPARE CB 20 19- - A 1250 - - 20 T,..� Q Q 21- - 25DO B 600 20 1 COFFEE GNDR 22 21- - B 5550 50 3 ACC U 22 2� 23 1A FANS HEAT 20 1 735 C 432 20 1 1A LIGHTS 24 23 SPARE CB 20 1 C 5550 - - 24 / LLJ 25 1B FANS HEAT 20 1 1228 A 792 20 1 1B UGHTS 26 25 OOMPR AREA 20 1 ISO A 5550 - - 26 If'1 C p W _J Z 27 1C FANS HEAT 20 1 1228 B 160 20 1 1C UGHTS 28 27 COMP CONTROL 20 1 1000 8 SPACE 28 L- 29 1D FANS HEAT 30 1 2098 C 260 20 1 1D LIGHTS 30 29 SPACE C SPACE 30 n n n0 _ 31 ICE BIN 20 1 1200 A 394 20 1 2A1 FANS HEAT 32 31 SPACE A SPACE 32 U (� 33 2A3 FANS HEAT 20 1 1239 B 528 20 1 2A2 FANS HEAT 34 33 SPACE B SPACE 34 (��7� �Z 35 SPARE CB 20 1 - C 528 20 1 2A2 FANS HEAT 36 35 SPACE C SPACE 36 r Q J 37 REF LIGHTS 20 1 720 A 413 TO 3 2B FANS HEAT 38 37 SPACE A SPACE 38 ll.l 39 SPARE CB 20 1 - B 1239 20 1 2A3 FANS HEAT 40 39 SPACE B SPACE 40 Q 41 SPARE CB 20 1 - C 1239 20 1 2A3 FANS HEAT 42 41 SPACE C SPACE 42 CONNECTED LOAD TOTAL LOAD NOTES........... CONNECTED LOAD TOTAL LOAD NOTES........... LOAD PER PHASE(VA) A= 9717 A- 10718 1. LOAD PER PHASE(VA) A- 22920 A- 25108 1. B= 10154 B= 11155 B= 22490 B= 24678 C= 10148 C= 11149 2. C= 20240 C= 22428 2. LOAD PER PHASE(AMPS) A= 80.98 A- 89.31 3. LOAD PER PHASE(AMPS) A 191.00 A- 209.24 3. PERMIT SET B= 84.62 B= 92.96 B= 187.42 B= 205.65 06.01.15 C= 84.57 C= 92.91 4. C= 168.67 C= 186.90 4. TOTAL LOAD(KVA 0 0.8 pf) 30.02 33.02 5. TOTAL LOAD(KVA 0 0.8 pf) 65.65 72.22 5. PLAN SPARE CAPACITY 10.00% 3.00 DATE 03-Jun-15 941 1 SPARE CAPACITY IO.00x 6.57 DATE 02-Jun-15 136 NORTH PANEL• C BUS: 225 VOLTAGE: 120 208V,3PH,4 WIRE LOAD SUMMARY FEEDER: SEE POWER RISER MAIN BRKR: MOUNTING: SURFACE CKT CKT BREAKER LOAD LOAD CKT BREAKER CKT LIGHTS 33KW X 1.25 = 42 KW NO. CIRCUIT DESCRIPTION POLES AMPS Type Volt-Amps PHASE Volt-Am a Type POLES AMPS CIRCUIT DESCRIPTION NO. MISC. EQUIPMENT 104 KW MECHANICAL 49 KW 1 CHECKSTAND BELT 20 1 1000 A 1800 20 1 PLUGSTRIP-BACK OFFICE 2 REFRIGERATION 88 KW 3 CHECKSTAND BELT 20 1 1000 B 1800 20 1 PLUGSTRIP-BACK OFFICE 4 5 CHECKSTAND BELT 20 1 1000 C 1000 20 1 RCPTS-BCK OFF CRY MCH 6 TOTAL: 283 KW 7 CHECKSTAND BELT 20 1 1000 A 600 20 1 RCPTS-BACK OFFICE COMP 8 9 CHECKSTAND BELT 20 1 1000 B 540 20 1 RCPTS -BACK OFFICE COMP 10 OR 283 KW a 0.36 = 787 AMPS 11 CHECKSTAND REGISTER 20 1 400 C 720 20 1 RCPTS-FRONT OFFICE 12 PER PHASE 0 120/208V, 3PH, 4W 13 CHECKSTAND REGISTER 20 1 400 A 1800 20 1 PLUG IF-FRONT OFFICE 14 15 CHECKSTAND REGISTER 20 1 400 B 1200 20 1 PLUGSTRIP-FRONT OFFICE 18 171 CHECKSTAND REGISTER 20 1 1 400 C 1800 20 1 POS DATA RACK 18 19 CHECKSTAND REGISTER 20 1 400 A 1800 20 1 REFRIG.TCHSCRN REFRIG.PANEL 20 21 CHECKSTAND END CAP COOLER 20 1 400 B 720 20 1 RCPTS-LNG CONV.EMPL TMCLK 22 0 0 23 CHECKSTAND END CAP COOLER 20 1 400 C 1000 20 1 RCPTS-LOUNGE REFRIGERATOR 24 25 CHECKSTAND END CAP COOLER 20 1 400 A 1200 20 1 RCPTS-LOUNGE MICROWAVE 26 27 CHECKSTAND END CAP COOLER 20 1 400 B 400 20 1 RCPTS-LNG COFFEE MACHINE 28 29 CHECKSTAND END CAP COOLER 20 1 400 C 3924 100 3 PANEL A 30 31 SPARE CB 20 1 A 3676 32 33 MEAT SCALE IG 20 1 200 B 4372 34 35 RECEPTS-POWER WALL 20 1 1400 C 720 20 1 RCPTS-RESTROOMS,DF-A 36 37 FLOOR SCRUBBER 20 3 1000 A 1000 TO 3 FORKLIFT CHARGER 38 39- 1000 B 1000 40 41- 1000 C 11000 1 42 DRAWNBYBY R8W CONNECTED LOAD TOTAL LOAD NOTES........... CHECKED GK LOAD PER PHASE(VA) A- 16076 A- 17598 1. PROVIDE ISOLATED GROUND BAR. B= aa32 B= 15954 JOB#: 15-040 C= 15164 C= 16686 2. ELECTRICAL CONTRACTOR SHALL FULLY REVIEW REFRIGERATION DRAWINGS AND SHALL INCLUDE IN BID LOAD PER PHASE(AMPS) A- 133.97 A- 146.65 3. B= 120,27 B= 132.95 ALL WORK THAT IS TO BE COMPLETED BY ELECTRICAL ELECTRICAL PANEL C= 128.37 C= 139.05 4. CONTRACTOR, INCLUDING ALL SWITCHES, CONDUITS, SCHEDULES BELDEN CABLES, CONTROL WIRES, POWER WIRES ETC, TOTAL LOAD(KVA 0 0.8 pf) 45.67 50.24 5. AS CALLED OUT ON REFRIGERATION DRAWINGS FOR A COMPLETE AND OPERABLE REFRIGERATION SYSTEM. SPARE CAPACITY 10.0Gx 4.57 DATE 02-Jun-15 97 CHANGE ORDER SHALL BE ALLOWED. C O.5 REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional GENERAL NOTES service is the kArchitenyof Framework Architecture,Inc. A. INSTALLATION OF CONDUITS AND WIRES SHALL BE CONCEALED ABOVE and is not to be used,in whole THE CEILING AND BEHIND WALLS. WHERE NOT POSSIBLE, CONTRACTOR orin part,for any reason without SHALL OBTAIN APPROVAL FOR EXPOSED LOCATIONS PRIOR TO ROUGH the written authorization of IN. USE WIREMOLD IN EXPOSED AREAS. CONDUITS INSTALLED OUTSIDE Framework Architecture,Inc WALLS SHALL BE SPACED AWAY FROM THE WALLS TO FACILITATE `W CLEANING IRSB. PROVIDE 3/4"C. AND 2#12 + 1//12 + 1//12 FOR GROUND (MIN.) FOR GENERAL CIRCUITS, UON. ENGINEERING,INC. "Engineering Inregraied So/uriou" C. ALL EXIT, EMERGENCY, AND NIGHT LIGHTS TO BE CONNECTED AHEAD OF Sens Sw,Allen—,SuX<107 ALL LIGHT SWITCHES AND CONTROLS. PBm1 on.019w 97005 Ph...:5031728-3318 Far: (5031726-332e T T T 7 8 9 0 D. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT AND EXACT E-mail:r g@—g.mm LOCATION OF LIGHT FIXTURES. Prq<a mo.:+zasozs.o0n Conucl: GREG KIENLE E. PROVIDE LINEAR DISCONNECT FOR THOSE FIXTURES EMPLOYING DOUBLE-ENDED FLUORESCENT LAMPS PER NEC 410.73(G). F. E.C. SHALL REFER TO REFRIGERATION DRAWINGS AND LIGHTING CONTROL WIRING DIAGRAM ON SHEET EO.1 FOR EMS CONTROL F \J INFORMATION. x 'Al' C C8 'Ai' C8 'AV B B2 G. PROVIDE APPROVED HANDLE TIE FOR ALL MULTIWIRE BRANCH CIRCUITS a AS REQUIRED PER NEC ART. 210.4(B). Al A-1 CB A-15 A-1 A-15 i E< C A-3 A-3 A-3 A-3 A-3 A-3 A-3 A-3 A- A-3 A-3 A-3 A-3 '82' C6 C6 C6 A-15 H. E.C. SHALL COORDINATE ALL LIGHTING WORK WITH HVAC DESIGN PRIOR v- 6 TO CONSTRUCTION AND SHALL COORDINATE WITH M.C. AS NECESSARY. A r�� O o° At A-1 1 — OO 0 'A2' C3 C3 'A1 C3 C3 'A1 C3 'Al' C3 'A2' 3 'A1' C3 'A7' C3 'A2' C3 'A7' C3 'Al' C3 'A2' C3 CB �� S A 15 NOTES THIS SHEET �a A-7 A- - A- A-7 A-7 A-7 A-, A-7 A-7 A-7 A 7 --�4Y - -- -- -- -- -- - B C O1 WALLBOX MOUNTED INFRARED OCCUPANCY SENSOR W/ SINGLE TOGGLE 1 'B1' 'B2' 'B1' 'B2 SWITCH. SET CONTROL FOR MANUAL ON/AUTO-OFF (10 MIN MAX.). At A-1 14 A-15 A-15 A-15 A-1 a� C 1 1 VO C6 C6 C6 C O2 LIGHT FIXTURES IN COOLER/FREEZER ARE OFCI. SEE REFRIGERATION E o 'A2' C41 'AV C4 'AV C4 'A2' C4 'Al' C41 'AV C4 'A2' C4 'Al' C4 'A7'I C4 'A2' C4 'AV C4 'Al' C4 C4 ,C, -5 B-37 DRAWINGS AND REFRIGERATION POWER PLAN (E2.1) FOR MORE °3 INFORMATION. T__ L A- A-9 - A- -9 A-9 A-9 A-9 A-9� - AYCI" -9 A-9 39: �pC O3 FAN TO BE CONTROLLED BY ROOM LIGHT SWITCH AND CIRCURED AS A-1 DAIRY INDICATED. C STOCK ROOM Al -Si V2' C2O O PROVIDE (N) EMERGENCY BALLASTS FOR THIS SECTION OF (E) SOFFIT C 8-37 LIGHTS. 'A ' S 'Al' C5 1' 5 'A2 C5 1' C5 'A2' CS 'A1' 5 'A1' C A2' C5 -A1' C5 'A2' C5 'B2' At A-1 A A-11 A- -11 A-1 A-11 A-1 A-ii1 A A-11 A C6 1 0 A-15 D-5 �� C I 1 i LU C8 'V2' C2 I I 0 Cl Z co At A-1 'A2' C3 'A1' C3 1' 3 'A2 C3 1' C3 'AV C3 'A2' C3 'A1' 3 'A1' C A2' C3 'Al C 'AV C3 'A2 C3 B-37 A-15 PC 0 LLI 04 C -13 A-13 - -1 - A- 3 - -13 --A13 A-1 A-1i3 A-1 A 13 A-13 A- 3 ,Ai, _ 2 Q 0 A-1 VO A'B 5 B-37 II A-16 3 I fl/o W J Z At C2 II PC — Q O C 'A 'A7' C4 4 'A2 1' C4 'A7' C4 'A2' C4 'A7' 'Al C C4 'Al C 'A7' C4 A2 C4 Al _ 8-37 C6 II R /--� tUo A A-2 -2 A- -2 A- A-2 A-2 A- A-2 A 2 A-2 A- C8 EAT II CLEFr — -_ice 4 r\ IQ J At A-1 TC R Od C 1� `--' Q C OS B,V2' O 'A7' _ 'B2' C6 OS 37 5 __A1' Q@ _1' -- A2 _Q __1� _ A1' __A2' Q@ 'A1' _ 'A7' G A2' @_�A7'_ 'AV Q@ 'A2 C5__�8 _ __ 15_ -- -- -- _ ,W7,_ _- -� -i 6 ' IT I I , EXT FLOODS II A-16 At A 4 A-4 -4 A- -4 A- A-4 A-4 A-4 A-4 A 4 A-4 A- i A-18 �J I I I I A-1 I EXT FLOODS C -- -- -- - -- -'- -- -- -- -- - '�- - -- --- - 1� -- - -- -- -� a� — D-9 I BUILDING SIGNAGE ET C8 'V2' C2 •V2�C2 E I C I 6 I I I SPARE POLE 06.01.15 S ' 'Al' C 3 1' C3 'A2' C3 'Al C 3 'A ' 1' C3 GEEZER E V A-1 i B-37 B-3l C A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 A-6 OS A-20+� I—I—(E) POLES I I I SPARE POLE PLAN SAL OS FLOOR 'A7' - 'V2' C2 A-15 V2 C2 'Wt' L- J NorarH C8 0 A-22 (E) POLES B-37 B-37 A-16 A-1 C4 3 TO EF-2 A-24-- III---(E) POLES A1 C8 'A2' C4 ' ' 4 'A1' 4 'A2' 'AV C4 'Al''A1' C4 'A2' C4 'Al''A1' C4 'Al'A1' C4 'A2' C4 'Al''A1' C4 A1' C4 'A2' C4 -- - A-8- - - - -A-8 -' - A-? -- - - -A-8 --—A-8- -A-11 -- " C8 —'C1' -�C1 - - -- - 3 - - F ^�� 1, _ EF-1 TO TF-_ A-26 (E) POLES A-19 A-19 g119 L J 2 EXTERIOR LIGHTING CONTROL C8 MEN ❑ E1.0 SCALE:NONE 'A2' C 'Ai' 'Ai' 'A2' 'Ai' 'Ai' 'A2' C5 'Ai C5 'Ai' C5 2' C5 •qy _ 'C-2' _ EN EMPL EE W1 A- -1D - A-1 _ _A-1D-__ -iD— __ C8 A� A� tA-- � NOTES THIS DETAIL (2/E1.0) PHOTOCELL LOCATED ON THE ROOF, FACING NORTH, AWAY FROM ANY CB A-1 'C2' OSyAY 'C_ 19 a DIRECT ARTIFICIAL LIGHT SOURCE. 'A7' A-5 A-19 A-19 A-19 1 0 O ELECTRONIC TIME SWITCH WITH FULL YEAR AND ASTRONOMIC 'AV C8I 'A7' C8 'A2' C8 'Al' C8 'Al' C8I 'Al' C8 'Al' C8 'Al' C8 'Al' C8 'Al' C8 'Al' C8 'Al' C8 'Al' C8 CB 0 PROGRAMMING. INTERMATIC NO. ET70115C IN NEM'A-1' ENCLOSURE. -- A-1 A-12 A-12 A-12 - - - - 12 12 A-12 A-12 ° __ _ _ __ _ O3 AUXILIARY RELAY, 120VAC COIL WITH THREE NO CONTACTS, 5A, 120VAC - r�Flll C1 _'W1' 'W7' A-12 � BAC MIN. A-16 ENTRY A-16 A-19 ®20A, 4P., 120V. LIGHTING CONTACTOR, ELECTRICALLY HELD WITH NO IN 'X'OA RECESSED ENCLOSURE WITH TIME SWITCH AND BYPASS.LOCKABLE -- --�-- --0 -- -- -- --��- -- -- --�-- -- �- --�-- -- -- - -- - - - -- - -- -- -- CONTACTS N 1 L L a TF-2 1 A-i6 O O O BY-PASS SWITCH. INSTALL IN LOCKABLE ENCLOSURE WITH TIME SWITCH AND LIGHTING CONTACTOR. ©PULL UNSWITCHED HOT TO EACH EMERGENCY BALLAST DRAWN BY Raw CHECKED BY GK ELECTRICAL CONTRACTOR SHALL FULLY REVIEW REFRIGERATION DRAWINGS AND SHALL INCLUDE IN BID JOB#: 15-040 ALL WORK THAT IS TO BE COMPLETED BY ELECTRICAL CONTRACTOR, INCLUDING ALL SWITCHES, CONDUITS, FLOOR PLAN- BELDEN CABLES, CONTROL WIRES, POWER WIRES ETC, AS CALLED OUT ON REFRIGERATION DRAWINGS FOR A LIGHTING COMPLETE AND OPERABLE REFRIGERATION SYSTEM. M 1 FLOOR PLAN - LIGHTING CHANGE ORDER SHALL BE ALLOWED. E1.0 SCALE: 1/8"-1'-0" E1 .0 GENERAL NOTES REUSE OF DOCUMENTS This document,and the ideas A. INSTALLATION OF CONDUITS AND WIRES SHALL BE CONCEALED ABOVE and designs incorporated,as an THE CEILING AND BEHIND WALLS. WHERE NOT POSSIBLE, CONTRACTOR instrument of professional SHALL OBTAIN APPROVAL FOR EXPOSED LOCATIONS PRIOR TO ROUGH service is the property of IN. USE WIREMOLD IN EXPOSED AREAS. CONDUITS INSTALLED OUTSIDE Framework Architecture,Inc. WALLS SHALL BE SPACED AWAY FROM THE WALLS TO FACILITATE and is not to be used,in whole CLEANING. or in part,for any reason without the written authorization of B. PROVIDE 3/4"C. AND 2#12 + 2#12 + 1#12 FOR GROUND (MIN.) FOR Framework Architecture,Inc. GENERAL CIRCUITS, LOW C. PROVIDE APPROVED HANDLE TIE FOR ALL MULTIWIRE BRANCH CIRCUITS AS REQUIRED PER NEC ART. 210.4(B). IRS D. RECEPTACLES MOUNTED IN TOE-KICK OF MERCHANDISING CASEWORK ENGINEERING,INC. 'Engineering I"regrafed uft,107 TO BE BLACK IN COLOR. em,ftn.o,gw 9,sine lg� Beaverton,Oregon 9]005 Ph—:(5031728J318 Fex: (503I] 325 TWEE NOTES THIS SHEET Emeil:n ng,@,wng... 4 T T 8 T D_37, Co aclNe GREG K5ENLE VERIFY O MOUNT PLUGSTRIPS ABOVE COUNTER WITH SIMPLEX OUTLETS EVERY 6". REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. CHARGE D-38.40142. VERIFY O O 2 USED RACK STUBBED 4" ABOVE CEILING THROUGH WIRE MOLDING FOR CABLING:LE +60" V (1) VOICE/DATA = 25 25 D-21. (1) CAMERA D-13. D-13. (1) LOW VOLTAGE a ,V< ®1"C FROM REFRIGERATION TOUCHSCREEN/ALARM CONTROL PANEL TO DATA RACK v= OS 120V DEDICATED OUTLET FOR REFRIGERATION PANEL REFER TO REFRIGERATION DRAWINGS FOR 0- NA -- ADDITIONAL REQUIREMENTS -- - -- -- -- -- - - -- y- -- -- -- -- -- -- - - -- -- -- -- - -- -- -- -- -- -- -- - - O PROVIDE QUAD RECEPTACLE FOR CHECK STAND MERCHANDISING EQUIPMENT °o� n �I O7 PROVIDE POWER AND DATA OUTLETS CONNECTIONS AND POWER POLE PER GOI CHECKSTAND REQUIREMENTS. VERIFY REQUIREMENTS WITH GOI PROJECT MANAGER. a� E E o OB COORDINATE EXACT POWER POLE LOCATION AND REQUIREMENTS WITH GOI PROJECT MANAGER AND INSTALLER. o BAILER D-10,12,14. Og COFFEE GRINDER RECEPTACLE. COORDINATE LOCATION WITH FIXTURE PLAN AND DAIRY STOCKROOM F WAS, 40AF MERCHANDISING SET CREW PRIOR TO ROUGH-IN. VERIFY 10 WEATHERPROOF DUPLEX RECEPTACLE WITH LOCKABLE COVER. VERIFY LOCATION WITH GOI 9 1 PROJECT MANAGER PRIOR TO ROUGH-IN. B-22.I +60" O D-23. 11 RECEPTACLE FOR SHOW WINDOW. MOUNT ABOVE GLAZING PER NEC REQUIREMENT. •n �� 12 FOR SIGNAGE. VERIFY LOCATION AND REQUIREMENT WITH GOI PROJECT MANAGER AND SIGN CONTRACTOR PRIOR TO ROUGH-IN. W I z 25 ,25 13 NOT USED. W N VERIFY MOUNTING HEIGHT AND LOCATION WITH GOI to Q M PROJECT CMANAGER PRIOR TONROUGH-IN. 0 00 --p-21. G LU W PROVIDE #6 GND FOR DATA RACK TO NEAREST GROUNDING ELEMENT OF BUILDING p o UJ Cf J Z 15 STRUCTURE. Q O �nununitUo25 MEAT SCALE 16 RECEPTACLE FOR EMPLOYEE TIMECLOCK. +60"AFF, VERIFY FINAL INSTALLATION LOCATION uH O _1 _1 III C-33, LG• EAT COOLERWITH G01 CONSTRUCTION MANAGER PRIOR TO ROUGH-IN. Z Q W J 17 FOR BURGLAR ALARM. VERIFY LOCATION AND REQUIREMENTS WITH GOI PROJECT MANAGER. p of FALSE'COLUMN BY �Q G.C. P +60" SCALE DATA MOUNTED TO CEILING VERIFY LOCATION WITH GOI PROJECT MANAGER D-23. VERIFY 18 - -- ---- -------- 19 NOT USED. 20 FOR POWER DOOR. PROVIDE OUTLET & CONNECTIONS REQUIRED FORA COMPLETE AND PLAN - -- -- I_ -- -- -- -- - �- �� OPERABLE SYSTEM. FIELD VERIFY EXACT REQUIREMENTS WITH DOOR INSTALLER. PERMIT SET -- -- - -- - - - -- -- — -- -- --�-- - \t/1 I I I I I Q FREEZER 21 FIRE ALARM CONTROL PANEL CONTRACTOR SHALL PROVIDE PANEL AND ALL REQUIRED DEVICES 06.01.15 AND CONNECTIONS FOR A COMPLETE AND OPERATING SYSTEM PER ALL LOCAL JURISDICTION 18 AND CODE REQUIREMENTS ON A DESIGN BUILD BASIS. D-15 PLAN SAL S FLO 1 2 22 LIGHTING CONTACTOR PANEL. NORTH 2, WH 120V IGNITER - - 1 (ABOVE CEILING) - -2• 23 1/2"C FOR COAX FROM THE DATA RACK TO 3' ABOVE ROOF, WITH THE WEATHER HEAD FOR SIRIUS RADIO ANTENNA - LOCATE ON ROOF ABOVE DATA RACK FOR POWER HAND DRYER. SEE ARCH. SHEETS FOR ADA MOUNTING INFO. POWER POLE 25 RECEPTACLE FOR STORE SAMPLE CART WITH METAL COVER PLATE. MOUNT J-BOX AT +84" BY EC c AND PROVIDE FLEX CONDUIT TO RECEPTACLE IN RACK TOE-KICK. VERIFY FINAL INSTALLATION Og MEN= LOCATION WITH GOI PROJECT MANAGER PRIOR TO ROUGH-IN. WOMEN EMPLOYEE 26 VERIFY OFFICE RECEPTACLES LAYOUT WITH QUALITY SOLUTIONS DATA PLANS PRIOR TO -- - -- -- - - -- -- - -- -- -- -- ROUGH-IN WORK. DATA K TO CH D-13. D-31,33. - - - - - - II HALLWAY 27 AFF,MSTUB OONDUT OCABOVEEOEILINGONE/DATA LOCATION - TERMINATE WITH J-BOX ® 18" 20Z_ D 20 CEILING D1FLUSH14. D'4. 2g 284'X4'X3/4"THICK FIRE RESISTIVE PLYWOOD WITH CODE APPROVED GROUNDING MEANS FOR 1120 . D-15 C-35. TELEPHONE. VERIFY LOCATION WITH GOI PROJECT MANAGER PRIOR TO ROUGH-IN . FIELD D13. VERIFY (E) POINT OF ENTRY ° J J FRONT OFFICE " BACK OFFIC H 4 FLUSH ENTRY J WP l 29 EXTERIOR LIGHTING CONTROL PANEL. CEILING CONTROL VT C-35. 10 10 12 2/E1 0 30 (2) QUAD OUTLETS FOR DATA RACK: D-9. -- -- --�-- P S�FJ--- -- -- --��WPPPP. GO -- --� -- �- --�-- -- �- -- - -- -- - - -- - -- -- -- -'- (1) AT +16" AFF, (1) AT +48" AFF. 31 FOR FAX. VERIFY LOCATION WITH OWNER. 32 VMS MONITOR. 1" CONDUIT TO DATA RACK. DRAWN BY Raw CHECKED BY 33 STORE POWER MONITORING METER. ENERGY METER TO BE SUPPLIED AND INSTALLED IN RACK PANEL BY JOB#: 15-040 ELECTRICAL CONTRACTOR SHALL FULLY REVIEW R.C., E.C. TO RUN CT CLAMPS (SUPPLIED BY R.C.) rl1 FLOOR PLAN - POWER REFRIGERATION DRAWINGS AND SHALL INCLUDE IN BID & WIRE IN CONDUIT TO MAIN STORE DISTRIBUTION FLOOR PLAN- E2.0 SCALE:1 8=1'-0' ALL WORK THAT IS TO BE COMPLETED BY ELECTRICAL CONTRACTOR, INCLUDING ALL SWITCHES, CONDUITS, PANEL. SEE REFRIGERATION DRAWINGS FOR MORE POWER BELDEN CABLES, CONTROL WIRES, POWER WIRES ETC, INFORMATION. VERIFY ELECTRICAL REQUIREMENTS AS CALLED OUT ON REFRIGERATION DRAWINGS FOR A WITH R.C. COMPLETE AND OPERABLE REFRIGERATION SYSTEM. NQ CHANGE ORDER SHALL BE ALLOWED, 34 VIDEO MANAGEMENT SYSTEM. " REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an 4 T T 7 8 T �o ment of GENERAL NOTES seN e is the property ofl A. INSTALLATION OF CONDUITS AND WIRES SHALL BE CONCEALED ABOVE Framework Architecture,Inc. THE CEILING AND BEHIND WALLS. WHERE NOT POSSIBLE, CONTRACTOR and is not to be used,in whole or in part,for any reason without 3 SHALL OBTAIN APPROVAL FOR EXPOSED LOCATIONS PRIOR TO ROUGH the written authorization of EVAC SYSTEM 1 1 1 g_13, 1 1 1 D-16,18 1 IN. USE WIREMOLD N EXPOSED AREAS. Framework Architecture,Inc. A B. PROVIDE 3/4"C. AND 2#12 + 1#12 FOR GROUND (MIN.). FOR I 77q B-32. B-34. B-30. B-38. B-40. B-42. B-34. GENERAL CIRCUITS, LOW �< F330AS C. CONDUIT AND OPENINGS AT REFRIGERATION EQUIPMENT SHALL BE �' u` 28 Q' INSTALLED IN STRICT COMPLIANCE WITH NECT ART. 300.7(A). ENGINEERING,INC. ••s"8meermg7n;<8.m<d.totnnoas„ D. ELECTRICAL CONTRACTOR SHALL REVIEW REFRIGERATION DRAWINGS AND Sens Sw,Allen-,SuXe 107 INCLUDE IN BID ALL NECESSARY MATERIALS AND LABOR REQUIRED FOR Beaverton,Oregon 9700s PM1one:(:03I 726-3318 COMPLETE AND OPERABLE SYSTEMS. Fa.: cso3I7 329 E-mail:r g(�-g.mm 1 1 1 1 1 E. MULTIWRE BRANCH CIRCUITS Rrq<a mo.:+zasozs.00l -- -- - -- - -- -- - - -- - �- -- -- a-- -- -- -- - - -- -- -- -- - -- -- -- --�-- -- -- - -� AS REQUI'EDRP PER NECART. 2E04( �LL m� Contact: GREG KIENLE R B 1 1 1 1 B F. REFER TO REFRIGERATION DRAWINGS FOR REFRIGERATION LEGEND AND w DOOR K J B-37• HEATER EQUIPMENT ID INFO. � O B-11 G. EMS WIRING SHALL BE PROVIDED BY E.C. WIRE SPEC SHALL BE u 1 1 1 1 J 1 VERIFIED BY REVIEWING REFRIGERATION DRAWINGS. CABLE SHALL BE 13 ORDERED WELL IN ADVANCE. NO CABLE SUBSTITUTIONS WILL BE ALLOWED. FINAL TERMINATION BY E.C. VERIFIED BY M.C. COORDINATE O 1 WITH M.C. AS NECESSARY. 4 E^_ 1D DAIRY — STOCKROOME H. PROVIDE SEALING FITTINGS (EYE) FOR ALL FREEZER/COOLER °— O PENETRATIONS " 16 J B 5. O-2 o° J 8-11 B-6. NOTES THIS SHEET O 1 1 1 I 1 0 O1 FOR REFRIGERATION BOX DOORS LIGHTS. LIGHTS PROVIDED BY DOOR I MFGR., REFER TO REFRIGERATION DRAWINGS FOR MORE INFORMATION. 0 1 B 25,2 5 16 1 B 1 D B-29,3 ' 2 FOR REFRIGERATION BOX DOOR HEATERS. `o 3 RECEPTACLE FOR PRODUCE MISTING SYSTEM LOCATED BEHIND PRODUCE E E CASE SURFACE MOUNTED ON WALL. COORDINATE FINAL INSTALLATION E. LOCATION WITH GOI DIRECTOR OF REFRIGERATION -- -- - --��-- -- -- -- -- �- - -- -- -- - - - -- - -- - -- -- - -- -- -- -- -- PRIOR TO ROUGH IN -1 -- -� O TO FROM RACFRIGERTI NOTOUCHSCRE NCREFRIGRRATION CONTROL PANEL J B F B-2,4• O 120V DEDICATED OUTLET FOR ALARM PANEL. REFER TO REFRIGERATION B 23,2 16 1 B 1 D B-17 2 1 B-6. DRAWINGS FOR ADDITIONAL REQUIREMENTS. REFER TO POWER PLAN 1 J B-5. (E2.0) FOR CIRCUITING INFORMATION. 1 OOLE ©DOOR SWITCH PROVIDED AND INSTALLED BY R.C. WIRED BY E.C. 2C 22AWG SHIELDED CABLE TO REFRIG. RACK. REFER TO REFRIGERATION •n 1 FALSEI C UM BY 1 1 DRAWINGS FOR WIRING REQUIREMENTS AND PROVIDE ALL WORK FOR A o 1 G.C. TIYP COMPLETE AND OPERABLE SYSTEM. LU to 1A 1D 7- PROVIDE O VOLTAGE BOOSTER TRANSFORMER FROM 208V TO 230V FOR O 0 W co -- -- -- -- -- -- -- - - -- - -- - -- -- - -- 6- -- F B 2,4. REFRIGERATION EVAC UNIT � I I I I I I ®DISCONNECT FOR REFRIGERATION BOX FAN. REFER TO REFRIGERATION Q J B-1 WIN FOR ADDITIONAL R IR M . D -- -- -- �- - -- - -- -- - -- -- -- --i-- - -- -- - O9 WC FROM THE COMPRESSOR CONTROLCABINET STUBBED WITHIN 2" OF W W� 1 1A 1C CEILING, TO STRUCTURE ABOVE WITH A 90 DEGREE SWEEP AT TOP, �o J Z FREEZER TERMINATING AT NEAREST STRUCTURAL MEMBER, SECURE CONDUIT AT Q O 1 1 1 1 BOTH ENDS. THIS MUST BE SEPARATE FROM ANY HIGH VOLTAGE CONDUIT. LU =/~/^1E U) �v SAL OS FLOOR 10 POWERED BY REFRIGERATION CONTROL PANEL. REFER TO REFRIGERATION (1)Z B-3. DRAWINGS TO VERIFY ALL POWER AND CONTROL REQUIREMENTS AND W J I I I I I B-2,4. 18-3. 8-2,4. o 1 1 1 I 1 1 PROVIDE ALL REQUIRED WORK FOR A COMPLETE AND OPERABLE SYSTEM. p Q J F J F 11 FOR REFRIGERATION BOX LIGHTS. FIXTURES PROVIDED BY DOOR E.C., _ __ __ _ 1 1 __ __ _ R ELECTRICAL CONDUITS. COORDINATE WITH REFRIGERATION REFER TO REFRIGERATION DRAWINGS FOR MORE INFORMATION - � -- - -- -- - I-- - - -- -- I-- -- -- -- -- I- -- - -- -- - -- � F , 12 RISER.FOR �J PLANS. 13 %"C FROM INSIDE THE DAIRY COOLER (CENTERED OVER DOOR A. AND 1" MENc BACK) TO STRUCTURE ABOVE, WITH A 90 DEGREE SWEEP AT TOP, PERMIT SET WOMEN EMPLOYEE TERMINATING AT NEAREST STRUCTURAL MEMBER, SECURE CONDUIT AT 1 1E El BOTH ENDS. THIS MUST BE SEPARATE FROM ANY HIGH VOLTAGE CONDUIT. 06.01.1 rJ - - - PLAN 1 1 1 HALLWAY 1 NORTH 1 1 1 ICE BIN r BEER � 1 1 2.0 B-31. B-17. I I I I I I I I I ----- -- ---- -------------- - - -- -- -- -- - — — — - -- -- --- - FRONT OFFICE BACK OFFIC H I ENTRY ICE MAKER " B-19,21. VERIFY 1 FLOOR PLAN - REFRIGERATION ELECTRICAL E2.1 SCALE: 1/8"=1'-0" 0 DRAWN BY R&W CHECKED BY GK ELECTRICAL CONTRACTOR SHALL FULLY REVIEW JOB#: 15-040 REFRIGERATION DRAWINGS AND SHALL INCLUDE IN BID FLOOR PLAN- ALL WORK THAT IS TO BE COMPLETED BY ELECTRICAL CONTRACTOR, INCLUDING ALL SWITCHES, CONDUITS, REFRIGERATION- BELDEN CABLES, CONTROL WIRES, POWER WIRES ETC, POWER AS CALLED OUT ON REFRIGERATION DRAWINGS FOR A COMPLETE AND OPERABLE REFRIGERATION SYSTEM. Na ^. CHANGE ORDER SHALL BE ALLOWED. 1 REUSE OF DOCUMENTS This document,and the ideas FC FEED FROM and designs incorporated,as an _1=CU-3 instrument of professional ce is the property of REFRIG. VERIFY Fr mI ework Architecture,Inc. +44", C-24. LOCATION and is not to be used,in whole THREADED ROD (OR BRACE//I or in part,for any reason without the written authorization of TO STRUT AS REQ'D.) Framework Architecture,Inc. --- -- -- -- -- -- -- -- -- -- - -- -- -- -- - EF EF J MERCHANDISERS - --�-_ __ - - _ _-�- -- ----_— CLEAN AND DIRTY POWER �< CASH REG, C 29 C 27 C 25 C 23 C 21 F �"2Y• PHONE & DATA CABLES JJI �n�C�1 CABLES BELTS C 19. IG C 17. IG C 15. IG C 13. IG C 11. IG TO ENGINEERING,INC. J C 9 J C 7 J C 5 J C 3 J C 1 TO LTS TO LTS GFI LTS. ••s"8;"""'"gi"`<8"°`<as°�""°"`^ Sens S.W.Allen-,SuXe 107 3 Beaverton,Ore9w 97005 PM1one:(5031726-3318 P.O.S./COMM J 2. OJ J J J O O CO2 EE Far: (5o317 329 POLE E-mail:rweng(i9rweng.mm DETAIL MEN Project No.:1206025.001 n EMPLOYEE TF VERIFY °onae GBEo"'E"`B +#OMEN '�,r� 3 LOCATION C-36. C-20• -- ------ - -- --- -- ---- - ---- - --- — ---- 6 GFI F I 24 24 AC u HECKSTAND NO. ❑5 ❑4 ❑3 ❑2 ❑1 - -- -- - - - _- GFI _ c_�2 D-25 D-27 TF VERIFY = � , LOCATION U a E<_ TF VERIFY V a DF FC FEED FROM 2 LOCATION GFl 1 ALL WA 1 CU-1 DROP-OUT POLE CONTINUOUS v- C-36. VERIFY 16 FROM CABLE TRAY TO FLOOR LOCATION OPENINGS IN DROP-OUT O o 1 CASH REGISTER - ELECTRICAL 4) A-22 POLE FOR POWER AND ° E2.2 SCALE: 1/4"=1'-O" COMMUNICATIONS J CABLE.J C-10 g PROVIDE PANEL LINER TO C-12 D PROTECT CABLES. TO TO C_ CHECKOUT STAND u� LTS. LTS' POWER CABLES C-20. 5 27 - PHONE & DATA CABLES REGISTER a -- -- -- -- -- -- -- -- -- -- - -- -- --- - BELT ANGLE BRACKET, ATTACH TO E E W O C-10 FC FEED FROM - END CAP COOLERS FLOOR AND POLE 4 F T OFFICE C_12 BACK FFIC 2 CU-2 - NETWORK EQUIPMENT � c C-4 J FINISH FLOOR 15 23 27 31 C-10 C- 8 9 10 D 30 C_12• O d s POWER/COMM POLE DETAIL nn nn nn E2.2 SCALE:NONE I��I -- r D-28 LOCATION OF C-18. C-4 W LIGHTING EMS D-32. (E) 'SBD' Z N CONTROL PANEL D-34. A z PARTIAL PLAN - ELECTRICAL 0 0 w MPRESSOR D D E2.2 SCALE: 1/4"=1'-0" Q Q CK POWER MDP 6 GND. W PANELS NOTE: REF E2.0 FOR NOTES THIS DETAIL LU J FEA15.29 A,B,C,D,M MDP fI� o Q O D-7 22 ENERGY =I- MONITOR /U� 0 fn H Ur D-36.17 D-30. 33 Q J W D-38.21 D-28.1 0 J 1 M- �/� W B 1 I I GFl L_11 M-25; ON PLATFORM COMPRESSOR RACK ON PLATFORM PERMIT SET ® 06.01.15 PLAN NORTH C a MEZZANINE PLAN - ELECTRICAL E2.2 SCALE:1/8"=1'-O" 0 ELECTRICAL CONTRACTOR SHALL FULLY REVIEW REFRIGERATION DRAWINGS AND SHALL INCLUDE IN BID ALL WORK THAT IS TO BE COMPLETED BY ELECTRICAL CONTRACTOR, INCLUDING ALL SWITCHES, CONDUITS, BELDEN CABLES, CONTROL WIRES, POWER WIRES ETC, AS CALLED OUT ON REFRIGERATION DRAWINGS FOR A COMPLETE AND OPERABLE REFRIGERATION SYSTEM. N2 CHANGE ORDER SHALL BE ALLOWED. DRAWN BY R8W CHECKED BY GK JOB#: 15-040 ENLARGED PARTIAL FLOOR PLANS- ELECTRICAL E2.2 REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional O service is the chitpropertyto of e, 1 Framework Architecture,Inc. and is not to be used,in whole or in part,for any reason without GENERAL NOTES the written authorization of Framework Architecture,Inc. ELECTRICAL CONTRACTOR SHALL FULLY REVIEW REFRIGERATION AND MECHANICAL DRAWINGS TO VERIFY EQUIPMENT LOCATIONS, CONTROLS AND ADDITIONAL REQUIREMENTS AND SHALL PROVIDE ALL WORK IR M-711 j REQUIRED FOR COMPLETE AND OPERABLE SYSTEMS. #6,S PROVIDE 3/4 "C AND 2#12 + 1#12 FOR GROUND (MIN.) FOR ENGINEERING,INC. 1"C D-40 WP, 2C, 22 GA. PC GENERAL CIRCUITS, LON. snsmeenes]mes m dsotene " 1 1 SEE R Bea 1.Ore9w 9]005e 10] GFI TYP OF, DRAWINGS PM1one:(5031]28-3318 D-42. _ _ _ _ _ _ _ _ _ D-42. _AC UN 'TO EMS, - Fa: (5031]26332fi F — ILTLc2.❑� T — — — — Eme'rweng(i9rweng.mm I — AG - — — — — — �— — — — — — Prolecl No.:1206025.001 N® SD � , SD ® � DRAW NGS REFRIGERATION i ceafa�c caecaerr�e � 1 NOTES THIS SHEET AC J J EF SMOKE DETECTOR TO BE PROVIDED BY E.C., E.C. SHALL PROVIDE ALL u ® ®� C 1 REQUIRED POWER, CONTROL WIRING AND WORK FOR A COMPLETE AND F 4 F 208V, OPERABLE SYSTEM. COORDINATE WITH M.C. _ _ 3PH 1HP V GFI4TYP OF WP 60AS/40AF E.C. SHALL PROVIDE ALL EXTERNAL WIRING TO AND FROM CONTROL a e 4 I UNITS TYP. OF 4 AC WP PANEL AS PER PANEL WIRING DIAGRAMS SHOWN ON THE REFRIGERATION oP UNITS #6, 1"C GFI F DRAWINGS. D-40. " O M-2,4, ACCU TO CPC #6,S M-22,24,26f a 1"C I I I dog, I I I I I I oW --------------- --------- 3 3s I I I I I I -emu LU ZM j O G W00 a M-1, ,5 #6,S , W O - - - - -1"C- - - -D142. - - - - - - - - - - - - - - D-42. -WR-- - - - - - - - - - - - -- - - - - - - U tUo U) HO F j 4FA(UNITS uV W J ® SD SD AC J J ®� ly A-4'0' 3 g+ 3 F AC 208V, 1 PH, 12MCA GFI4TYP OF j 2 PERMIT SET 4 AC UNITSM-8,10,12.#6,s LJ06.01.15 1"C M-13,15. / PLAN 2 7 F NORTH WP 2 30AS/ 208V, 1 PH, P 20AF 12MCA TY F #10,s M-14,16, W D 40 208 1PH, j18,20 12M A 0 ° I I I I DRAWNBY R8W CHECKED BY GK �1 ROOF PLAN - ELECTRICAL /11 E3.0 SCALE: 1/8"=1'-0" ELECTRICAL CONTRACTOR SHALL FULLY REVIEW JOB#: 15-040 REFRIGERATION DRAWINGS AND SHALL INCLUDE IN BID ALL WORK THAT IS TO BE COMPLETED BY ELECTRICAL ROOF PLAN- CONTRACTOR, INCLUDING ALL SWITCHES, CONDUITS, ELECTRICAL BELDEN CABLES, CONTROL WIRES, POWER WIRES ETC, AS CALLED OUT ON REFRIGERATION DRAWINGS FOR A COMPLETE AND OPERABLE REFRIGERATION SYSTEM. NQ CHANGE ORDER SHALL BE ALLOWED. E3.0 ^.O REUSE OF DOCUMENTS PLUMBING FIXTURE LOAD CALCULATIONS PLUMBING FIXTURE CONNECTION SCHEDULE O PLUMBING LEGEND andde designs in, rporae ideas and designs incorporated,as an instrument of professional SANITARY F.U. WATER F.U. COLD WATER F.U. HOT MANUFACTURER service is the property of EACH TOTAL EACH TOTAL EACH TOTAL MODEL FIXTURE ID QTY MARK FIXTURE W V CW HW TW REMARKS CW COLD WATER Framework Architecture,Inc. HW HOT WATER and is not to be used,in whole WC-1 3 4 12 2.5 7.5 WC-1 WATER CLOSET 3 2 1/2 AMERICAN STANDARD FLOOR MOUNT, ELONGATED, WHITE, 1.28 GPF, LEFT—HAND TRIP or in part,for any reason without CADET PRO LEVER FOR RIGHT HAND TRIP LEVER 215AA.105, CADET FLUSHING HWR HOT WATER RECIRC the written authorization of UR-1 1 4 4 2.5 2.5 215AA.104 SYSTEM WITH BEMIS OPEN FRONT WHITE SEAT LESS COVER. Framework Architecture,Inc. SS SS SANITARY WASTE (ABOVE GRADE) LV-1 2 1 2 1 2 1 2 WC-2 WATER CLOSET 3 2 1/2 CADETAMERICAN STANDARD FLOOR MOUNT, ELONGATED, WHITE, 1.28 GPF, LEFT—HAND TRIP SS SANITARY WASTE (BELOW GRADE)ADA COMPLIANT CADET PRO LEVER FOR RIGHT HAND TRIP LEVER 215AA.105, CADET FLUSHING IRS S-1 1 2 2 2 2 2 2 215AA.104 SYSTEM WITH BEMIS OPEN FRONT WHITE SEAT LESS COVER. ————————— V VENT UR-1 URINAL 2 2 3/4 AMERICAN STANDARD 18-1/2" WIDE, TWO WALL HANGERS, 3/4"TOP SPUD, 0.125 GPF, ENGINEERING,INC. SS-1 1 3 3 ADA COMPLIANT WASHBROOK G G NATURAL GAS (LOW PRESSURE) „E"alaeenng1n1egrar��"l,e�,,, BARRIER—FREE, ADA COMPLIANT WITH SELECTRONIC FLUSH VALVE 9515 s.W.Allen-,SuXe 107 MS-1 1 3 3 3 3 3 3 6590.525 MODEL 6063.013, 0.125 GPF, ADA COMPLIANT. —OFL— OFL OVERFLOW LEADER Beav 1.Ore9w 97005 Ph—:031]2&3313 LV-1 LAVATORY 2 1-1/2 1/2 1/2 KOHLER WALL—HUNG, WHITE VITREOUS CHINA, SINGLE CENTER FAUCET RWL RWL RAINWATER LEADER Far: (503I] 329 DF-1 1 1 1 1 1 ADA COMPLIANT KINGSTON K-2007 HOLE, WITH SYMMONS SCOT S-60—H FAUCET, 0.5 GPM MAX., Emeil:"eng(�rwen9.mm HB 1 2.5 2.5 WITH TRUEBRO LAVGUARD 102. OD OD OVERFLOW DRAIN Praiect No.:1246.025.001 tact Con DW-NE JOHNSON S-1 COUNTERTOP SINK 2 1-1/2 1/2 1/2 ELKAY 22"x22" SINGLE BOWL, STAINLESS STEEL, SELF—RIMMING, WITH SD SO STORM DRAIN ADDITIONAL 3 1 3 ADA COMPLIANT LUSTERSTONE LK810HA08T4 DECK MOUNT FAUCET, WRISTBLADE HANDLES WITH CD CD CONDENSATE DRAIN LRAD 2222 LK35 STRAINER. TOTAL 27 23.5 7 SS-1 SERVICE SINK 3 2 — — FLORESTONE FLOOR MOUNT 24"x24"x10" DEEP, NO FAUCET WHA WATER HAMMER ARRESTOR UTILITY LOADS MSR 2424 TO RECEIVE CONDENSATE DISCHARGE FROM EVAC SYSTEM. P.O.C. POINT—OF—CONNECTION SANITARY SEWER (E) 4" 27 F.U. MS-1 MOP SINK 3 2 1/2 1/2 FLORESTONE FLOOR MOUNT 24"x24"x10" DEEP WITH WALLMOUNT MR-371 CAPPED MSR 2424 FAUCET, B" CENTERS, 2 HANDLES, INTEGRAL STOPS, VACUUM COLD WATER (E) 2" 23.5 F.U. = 38 GPM BREAKER, HOSE—END SPOUT, WALL BRACE. UNION BASED ON THE 2012 UNIFORM PLUMBING CODE DF-1 HIGH/LOW 2 1-1/2 1/2 — HAWS 115V/60HZ/4.6 F.L.A., 8 GPH MIN. OF 50-F COOLED WATER, UP PIPE UP O DRINKING FOUNTAIN HWUACP8L FRONT AND SIDE PUSH PADS FOR ACTIVATION, BUILT—IN 100 ADA COMPLIANT MICRON STRAINER, REQUIRES ELECTRICAL OUTLET. ON PIPE DOWN FD-1 FLOOR DRAIN 2 1-1/2 — — ZURN 6"x6" SQUARE STRAINER, PIPE SIZE AS SHOWN ON PLAN, ON PIPE TEE DOWN Z-415S WITH 1/2"TRAP PRIMER CONNECTION. lal BV BALL VALVE (� FS-1 FLOOR SINK 2 1-1/2 — — COMMERCIAL ENAMEL 1/2 GRATE W/TRAP PRIMER CONNECTION. ^i CV CHECK VALVE 906-2 FCO FLOOR CLEANOUT TP-1 TRAP PRIMER — — 1/2 — PRECISION CORROSION RESISTANT, INSTALL AT LEAST 12"ABOVE THE TRAP COTG CLEANOUT TO GRADE !� PLUMBING TO INSURE PROPER FLOW, 1/2" MALE INLET, 1/2" FEMALE HB HOSE BIBB v PRODUCTS OUTLET, PROVIDE AND INSTALL ACCESS PANEL. L WHA WATER HAMMER — — 1/2 — MIFAB 1-11 FU, 3/4" MPT CONNECTION WCO WALL CLEANOUT ARRESTOR MWH—A GAS COCK WITH UNION HB-1 HOSE BIBB — — 3/4 — WOODFORD FREEZELESS WALL HYDRANT, CHROME PLATED, SEE SHEET 4/P4.0 PRV PRESSURE REDUCING VALVE 67—K VACUUM BREAKER FOR ANTI—SIPHON PROTECTION, 3/4" FEMALE T&P TEMPERATURE & PRESSURE RELIEF VALVE SWEAT FITTING, 3/4- MALE HOSE THREAD NOZZLE. IWH_—_1_I PLUMBING FIXTURE MARK N0. SEE PLUMBING HB-2 HOSE BIBB — — 3/4 — MIFAB VACUUM BREAKER FOR ANTI—SIPHON PROTECTION, NON—FREEZE, FIXTURE CONNECTION SCHEDULE. MHY-10 MOUNT HOSE BIBB 24"ABOVE FLOOR NEAR FRONT ENTRANCE. O SHEET NOTE o W co HB-3 HOSE BIBB — — 3/4 — WOODFORD VACUUM BREAKER FOR ANTI—SIPHON PROTECTION, AG ABOVE GROUND N.I.C. NOT IN CONTRACT 0 W N 24P MOUNT HOSE BIBB 30"ABOVE FINISHED FLOOR. O �; �00 AFF ABOVE FINISHED FLOOR DS DOWN SPOUT Q Q PRV-1 PRESSURE — — 1/2 — WATTS COORDINATE WITH REFRIGERATION CONTRACTOR FOR EXACT BG BELOW GROUND (E) EXISTING W REDUCING VALVE 123LP LOCATION, SET MAXIMUM WATER PRESSURE SUPPLY TO 20 PSIG. � W CFF CAP FOR FUTURE VTR VENT THROUGH ROOF II�� FF� O W Q Z FCO FLOOR CLEANOUT E — — — ZURN SAME AS PIPE SIZE, BRONZE COVER. I.E. INVERT ELEVATION UG UNDERGROUND u u I H =� PIPE ZN-1400 (N) NEW u Cn Z SIZE Q J WCO WALL CLEANOUT SAE — — — ZURN SAME AS PIPE SIZE, POLISHED BRONZE. W of AS ZN-1468 O Q SIZE MATERIAL SPECIFICATIONS BFP-1 REDUCED PRESSURE — — 3/4 — WATTS BRONZE BODY, AWWA STD C511-92 COMPLIANT, WITH BRONZE O ao ZONE ASSEMBLY 909QT—S STRAINER, WITH 909AG FIXED AIR GAP FITTING. " 0Q OOQQI OOQQ EEW EMERGENCY EYEWASH — — — — GUARDIAN PORTABLE EYE WASH STATION, SELF—CONTAINED UNIT SHOULD BE G1540 INSPECTED REGULARLY. PERMIT SET SERVICES G�� G�J 0�G � tiR� tikq REMARKS WH-1 NATURAL GAS 3/4 1 A.O. SMITH 50 GALLON, 41 GALLON PER HR RECOVERY RATE AT 100' TEMP. COLD ABOVE GROUND 06.01.1 5 WATER HEATER PROMAX + GVR-50 RISE, 40,000 BTUH, POWER DIRECT VENT (PVC), .62 ENERGY WATER (EXISTING) FACTOR, HIGH TEMP CUT—OFF SWITCH, FULL LINE SIZE T&P BELOW GROUNC PLAN RELIEF DISCHARGE TO SERVICE SINK VIA 2"AIR GAP. HOT ABOVE GROUND NORTH ET-1 EXPANSION TANK AMTROL MOUNT TANK TO STRUCTURE. WATER MODEL ST-12 BELOW GROUN RCP-1 RECIRCULATION PUMP TACO CONNECTION SIZE 3/4", 1/25 HP, 3250 RPM AT 15GPM. WASTE ABOVE GROUND MODEL 008 BELOW GROUN � Q7 BRANCH PIPE SIZE TO FIXTURE SAME AS CONNECTION SIZE SHOWN ABOVE UNLESS INDICATED OTHERWISE ON VENT ABOVE GROUND DRAWINGS. BELOW GROUN INDIRECT INDOOR WASTE OUTDOOR GAS CONNECTION SCHEDULE NATURAL INDOOR PAINTED WITH GAS RUST INHIBITING OUTDOOR 0 PAINT TAG EQUIPMENT LOCATION MBH PIPE __j * ASS DWV IS ACCEPTABLE IF ALLOWED BY THE AUTHORITY HAVING JURISDICTION. AC-1 AC UNIT FOR SALES FLOOR ROOFTOP 150 1'• CONTRACTOR TO PROVIDE BID ALTERNATE AND APPROVAL LETTER TO OWNER FOR AC-2 AC UNIT FOR SALES FLOOR ROOFTOP 150 1 CONSIDERATION. 0 0" AC-3 AC UNIT FOR SALES FLOOR ROOFTOP 150 1" AC-4 AC UNIT FOR SALES FLOOR ROOFTOP 150 1" PLUMBING DRAWING LIST WH-1 WATER HEATER EMPLOYEE RM. 40 3/4" TOTAL 640 2" POA PLUMBING LEGEND, SCHEDULES AND CALCULATIONS PIPE SIZE MBH 3/4" 63 PO.2 SPECIFICATIONS 1" 119 PO.3 GENERAL NOTES AND SEISMIC RESTRAINT GUIDELINES DRAWN BY R&W 1-1/4" 244 P2.0 PLUMBING — FLOOR PLAN CHECKED BY DJ 1-1/2" 366 JOB#: 15-040 P3.0 PLUMBING ENLARGED PLANS AND ISOMETRICS 2" 704 2-1/2" 1,120 P4.0 PLUMBING — DETAILS PLUMBING LEGEND PIPE SIZING BASED ON LESS THAN 2 PSI DELIVERY PER SCHEDULES NFPA 54, TABLE 6.2(b), 250' TOTAL DEVELOPED LENGTH AND CALCULATIONS P0. 1 SPECIFICATIONS: SECTION 15400 - PLUMBING REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an 1.00 - GENERAL b. 2 1/2"or larger. Products shall be Polyken No. 1027 primer and Polyken No. 910 tape coating, 10 mil, minimum C. Provide all tests specified hereinafter and as otherwise required. Provide all test equipment, including test pumps, gauges, instruments instrument of professional 1.01 DESCRIPTION OF WORK 1"overlap required. and other equipment required. Pressure gauges used shall be graduated in increments not greater than 5 pounds per square inch. No service is the property of c. 2"and smaller. Products shall be 10 mil plastic sleeve protector. plumbing or drainage system or part thereof shall be covered, concealed, or put into use unless it has been specified. Conduct all tests in Framework Architecture,Inc. Furnish all labor, materials, equipment and services required for and/or reasonably incidental to the completion of the following and is not to be used,in whole q / Y P 9 the presence of the Owners representative and obtain the necessary jurisdictional authority inspections. or in part,for any reason without work. A. Sanitary waste and vent piping system including connections to building sewer as shown. F. Condensate Drain Piping D.Apply a water test to the waste, and vent systems whether in its entirety or in sections; if applied to the entire system,tightly close all the written authorization of B. Domestic hot and cold water systems including water heater, and related accessories and controls. Connection to building water openings in the piping except the highest opening, and fill the system with water to the point of overflow. If the system is tested in Framework Architecture,Inc. Copper water tube ASTM 888,Type "L", solder with 95-5 solder, lead-free type. Condensate drain piping shall be insulated sections,tightly plug each opening except for the highest opening of the section under test, and fill each section with water, but test with as shown. 9 Y P 9 P 9 P 9 P 9 with 1 2"thick Armstrong Armaflex and sections butted firmly together.C. Plumbing fixtures, trim and accessories including installation and support. / 9 � y 9 no less than a 10' head of water. In testing successive sections, test at least the upper 10' of the next preceding section so that no joint D. Flashing and sealing of roof and exterior wall penetrations for water tightness. or pipe in building (except the uppermost 10' of the system) shall have been submitted to a test of less than a 10' head of water. Keep RAW E. Caulking and sealing of floor and wall penetrations and formed shaft penetrations. G. Gas Piping: Galvanized steel, Sch 40 and fittings for outdoor. Black steel, Sch 40 and fittings for indoor above ground. water in the system or in the portion under test for at least 24 hours before inspection starts with the system tight at all points. F. Backing for securing fixtures, trim and piping. Use approved Polythylene yellow piping (PE) for all outdoor underground piping with 14 gage tracer wire. E. Domestic water system shall be tested and proved tight under a pressure of not less than 120 PSI. Piping must stand the test for a ENGINEERING,INC. G.Access doors where shown or required by code. period of 24 hours without leaking. "s"s1"een"a7nresated sal"rte"s" H. Hangere, supports, and guides. sins s.w.Anen-,suite 107 I. Cleanup of debris and final cleanup of drains, fixtures and equipment. 2.02 PIPE FLASHING F. Chlorination of the domestic cold and hot water piping systems in accordance with standard testing procedures and local health Beaverton,Oregon 97005 department requirements.Testing by a firm such as Bennet-Marine or equal. Submit certificate of satisfactory test results. Phone:(503)725-3313 J. Record drawings and operating manuals. Fa.: (503)7 326 K. License, permits and associated fees. G. Upon completion of testing, certify to the Architect, in writing that the specified test have been performed and that the installation E-mail:rxeng(�rweng.mm 41bs. lead with counter flashing ring by Glenco, Stoneman Engineering or approved equal. complies with the specified requirements. Praiect No.:1246.025.001 L Cutting, drilling and patching for all surfaces in relation to plumbing work. P� P q M. Condensate drains for HVAC equipment, and gas piping. H. Gas piping system shall be tested with 10 PSIG air for eight hours. Contact DW-NEJOHNSON 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS 2.03 VALVES A. HVAC and Electrical Work. 15500 and 16000 3.03 PIPING INSTALLATION A. Gate Valves: Red &White 204 or equal, 3"and smaller. F B. Fire Protection Work 15300 (if applicable) u B. Check Valves" Red &White 238 or equal, 3"and smaller. A. Make changes in size of pipe with reducing fittings; bushings will not be permitted except for bell shaped copper bushings. F 1.03 EXAMINATION OF SITE C. Bull Valves: Nibco 580-70 or equal, 3"and smaller. B. Install dielectric insulating unions in water piping between copper piping and ferrous piping or equipment - Epco, or equ al. _ A. Visit site before submitting bid and check location of all existing conditions which will affect this work, verify dimensions and U locations shown on drawings and cover all costs. Contractor shall assume reasonable variations or minor omissions and shall C Install exposed polished chrome connections from fixtures or equipment with special care. Show now tool marks or threads at fittings. complete proposed work without additional cost. Failure to visit site will not lessen responsibility or entitle additional compensation 2.04 PLUMBING FIXTURES AND TRIM D. Cap openings in piping during construction. E`- for work not included in proposal. E. Provide 85% red brass pipe IPS, in connection to faucets, flush valves, hose bibbs, or similar items requiring rigid piping. Extend brass -he ua_ B. Visit site of the work, compare it with the drawings and specifications as to the conditions under which work is to be Plumbing fixtures to be furnished and installed under this contract. See plumbing fixture schedule. pipe from fixture to point where piping can be securely fastened to building construction.All exposed piping and stop valves in connection to v performed, ascertain and check all conditions and elevations and take all measurements which may affect the work. No allowance fixtures shall be chrome plated brass. shall subsequently be made for any extra expense or claims due to failure or neglect under this requirement to make such F. Install unions adjacent to valves and where necessary to facilitate disassembly of piping. O examination, including examination of restricted working conditions or such other difficulties visually observed during site visit. 2.05 PIP HANGERS AND SUPPORTS Contractor is responsible for becoming completely familiar with the architectural and structural conditions and limitation s which will G. Escutcheons: Fit exposed pipes passing through floors, walls or ceilings with escutcheons. Manufacture special sizes of escutcheons from exist in the building and to provide all labor, tools and materials required to produce a completely concealed installation as steel and prime coat same. Cut in round, rectangular or square space to provide a clean appearance acceptable to the architect. r o indicated on the plans, specifications and required by the code. A. Superetrut, Grinnell, or approved equal. H. Support piping independently of equipment to which it is connected. 1.04 DRAWINGS B. Installation per manufacturer's recommendations. I. Make copper solder joints with 95 5 solder, or silfos; clean surfaces to be joined free of oil, grease, rust, or oxides and apply flux to PP 1 / 1 9 PPY d The accompanying drawings shall be considered part of these specifications.Work and materials shown on the drawings and not C. Pipe hangers shall have non-metallic felt or elatubing o liner or wrap applied to the pipe for electrolytic protection where each joint before heating assembly. 3 mentioned in the specifications and vice versa shall be executed as if specifically mentioned or shown in both.The drawings shall hangers and supports are used to support copper tubing or pipe. The liner or wrap shall be designed to allow expansion J. Rough-in and make final connections to all other equipment furnished under other divisions, requiring plumbing connections. be considered as schematic in nature and minor modifications of the work to comply with the structure as found shall be made. or contraction of the piping. E W 1.05 RULES AND REGULATIONS 3.04 SUBSTITUTIONS 2.06 PIPE SLEEVES 3 A. All work and material shall be in full accordance with the latest rules and regulations of the State Fire Marshal and other ; applicable State and local rules and regulations. Nothing in these drawings or specifications shall be construed to permit work not A. One or more makes of materials and methods may have been specified to establish the standard of quality, t�3 conforming to these codes. Shall be provided to protect all piping through concrete and masonry walls.Annular spaces between sleeves and pipes shall Y P q ua workmanship,finish and T;P be filled or caulked in on approved manner.Annular spaces between sleeves and pipes in fire-resistance-rated assemblies design required, but other materials or methods equal or betters quality, workmanship,finish, design, and guaranteed performance, may be B. Furnish without any extra charge any additional material and labor when required to comply with these laws, ordinances and shall be filled or tightly caulked in accordance with the building code. submitted for review and approval as substitution. All Substitutions are subject to review and approval by Architect, Engineer, and Owner. Furnish regardless of whether shown or mentioned in these specifications of drawings. r, C. All work and material shall be in accordance with the Landlord's Mech/Elect. Design Criteria.All contractors shall obtain a copy B. Substitutions shall be requested in a written forth and shall be accompanied with a signed statement that proposed substitution is equal, Illy 2.07 TEMPERATURE AND PRESSURE RELIEF VALVE n n n from the Landlord's Tenant Coordinator or Mall Operations manager and become familiar with the requirements contained within or better than specified.Additional documentation to substantiated proposed substitution may be required b Owner Architect and Engineer. I��I P 9 9 P P P Y q Y 9 prior to bidding the job. Where Landlord's requirements conflict with Codes or Ordinances the strictest interpretation shall apply. Contractor shall submit as directed. 1.06 SUBMITTALS Temperature & pressure relief valve shall discharge full line size to an approved waste receptor through an air gap as ��-- indicated on plans or 6" minimum, 18"maximum. 0 W C. Contractor shall accompany request for substitution letter with a completed CSI Substitution Forth include the comparison for following � A. Submit for review to the Owner a complete and all-inclusive list of equipment and materials proposed for use (6 copies), M accompanied by manufacturer's data sheets. Data shall be forwarded in a single package written 15 days after award of contract. 1. Performance Data Z N 2.08 SCALD GUARD PROTECTION W N Submit six blackline prints and one reproducible shop drawing showing proposed plumbing installation. Include sizes, locations and 2. Dimensions 00 other required information to coordinate installation with other trades. O 0 <M 3. Costs and Delivery Schedule 0 to Q B. Within 5 days after award of contract, submit 6 copies of a letter stating an materials that contractor wishes to substitute, to Provide and install lavatory scald protection for waste piping and hot water piping. Y P 9 Y �_ the Owner for approval. Include such information as manufacturers name, type of material, certified ratings, overall appearance, 4. Listed and Approved. W W> and necessary information to explain function and operation of material.All proposed substitutions shall be equal in quality, design, J utility and appearance to material, equipment or method specified. 2.09 DOMESTIC PIPING INSULATION D.A written signed statement from the general Contractor shall accompany substitution request form assuring that: //'V/II W J Z 1. Dimensions has been verified withproject conditions and has coordinated with other trades. Substitutions does not affect dimensions �o 0 Q F- 1.07 AS-BUILT DRAWINGS O 2 F- A. Provide and install "insulation protection shield"for piping with foam or fiberglass insulation. shown on drawings. n FI n A. A set of plumbing plans will be furnished to the Contractor on which he shall indicate the installation "as-built' as the work U ~ ~Z progresses. Upon completion of the work, a set or reproducible drawings shall be obtained from the Owner at cost, and all B. Insulate all hot water piping (R-Value = 7) and indoor above ground storm drain with 1"thick fiberglass insulation. 2. He shall pay and burden the costs for changes to the project including redesign, reengineering and review of substitution. Only one <Z changes as noted on the record set of prints shall be incorporated thereon.This set of reproducibles, along with one set of engineering review time is allowed for each product substitution. Contractor shall be responsible for additional review time and shall pay ¢J C. Insulate all horizontal waste piping (Hung) with 1-1/2":thick fiberglass insulation. W blueprints, shall be delivered to the Owner upon completion and before final acceptance of the project. Architect and Engineer's time at their professional rate schedule. p �Q D. Insulate all domestic water piping outside the building or on roof. 3. He has confirmed that the proposed substitution will have no adverse effect on other trades,the construction schedule, or specified p V 1.08 GUARANTEE P P E. Insulate water heater under tank with R-12 value insulation. warranty requirements. � A. The Contractor shall leave the entire installation in complete working order free from any defective material, workmanship or 4. He has conferred that maintenance and service parts will be locally available for the proposed substitution. finish. He shall guarantee to repair N replace, without charge, defects due to faulty workmanship or material for a period of one 2.10 CLEANOUT - year from the date of filing of the Notice of Completion. 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS E. Cost savings resulting from substitution shall be returned to the contract or the Owner if the substitution is permitted. A.Accessible cleanout shall be provided at the base of each waste stack and rainwater leaders. Additional cleanout shall be A. Provide complete operation and maintenance manuals covering all Plumbing systems and equipment that have been installed. provided in a drainage line for each horizontal change of direction exceeding 135 degrees. Cleanout must be provided on a Three (3 copies of the manual shall be bound in hardback bindere. horizontal drain line exceeding Sft or more in length serving sinks or urinals.An approved type of 2-way cleanout fitting F. No work involving materials submitted for substitution shall proceed until written acceptance is received from the Owner.The Owner is the shall be installed outside for a building at the lower end of a building drain and extended to grade. final judge of acceptability of preferred substitutions. PERMIT SET B. Provide instructions to Owner as to operation of all equipment. Instruction period to commence for minimum of two (2) hours G and shall be scheduled at Owner's convenience. 06.01.15 1.10 CUTTING AND PATCHING 2.11 WATER HEATER 3.05 Coordination A. The contractor shall do all cutting, drilling and patching which may be required for the installation of the work under this A. Coordinate work with other trades to avoid conflict and to provide correct rough-in and connection for equipment furnished under other PLAN Section of the Specifications. A. Provide anchors and straps to resist horizontal displacement due to earthquake motion. NORTH trades that require plumbing connections. Inform contractors of other trades of the required access to and clearances around equipment to B. Patching shall be of the some workmanship, material, and finish and shall match accurately all surrounding construction in a B. Strapping shall be located upper 1/3 and lower 1/3 of its vertical dimensions. Straps shall be a minimum 2"x16 gage maintain service ability and code compliance. manner satisfactory to the Owner. No cutting of the structure shall be permitted without written approval of the Owner. properly secured to wall studs. Elevate water heater at least 4" minimum above the finished floor with an approved base. Provide a 22 gage water tight drain pan, corrosion resistant, at the bottom of the water heater. Drain pan shall have a 2.00 - MATERIALS B.Verify equipment dimensions and requirements with provisions specified under this Section. Check actual job conditions before fabricating 3/4"drain line to be discharged into an approved receptor by means shall have a 3/4"drain line to be discharged into an work. Report necessary changes in time to prevent needless work. Changes or additions, subject to additional compensation, which are made 2.01 PIPING approved in an approved receptor by means of an air gap.A properly sized thermal expansion tank shall be provided at the without written authorization and an agreed price, shall be at the Contractors risk and expense. Buildingdrain and vent in materials shall comply with the local authori having jurisdiction. All sanitary system materials shall water heater. Hot water supply for the lavatories and hand sinks shall not exceed 110 degrees Fahrenheit temperature. piping PY authority 9 1 ry Y be listed by an approved listing agency. 3.06 MARKING AND IDENTIFICATION A. Interior Underground Sanitary and Waste Piping: 2.12 TRENCHING Service weight bell and spigot cast iron or No-Hub C.I. pipe and fittings, complying with CISPI standards. A.All domestic cold water, hot water, sanitary sewer, sanitary vent, condensate drain, and natural gas piping shall have visible permanent A.All trenches deeper than the footing of any building or structure and paralleling the some shall be at least 45 degrees labels at every 20 feet, the direction of floor level.The minimum size of the letters shown on table 6-1 below.Valves shall be labeled with B. Interior Suspended Sanitary and Vent Piping: therefrom. stenciled or stamped metal tags bearing the name of the system they carry. 1. 3" and Larger- Service weight bell and spigot or No-Hub C.I. 2. 2" and Smaller- Schedule 40 galvanized steel pipe with screwed durhom cost iron fittings for waste and vent. 3.00 - INSTALLATION AND EXECUTION Table 6-1 C. Interior Domestic Water Piping Above Ground: 3"and Smaller-Type L hard tempered copper with solder end fittings. 95-5 tin and antimony solder jointing (lead-free). Hot 3.01 GENERAL PIPE SIZE (INCHES) SIZE OF LETTER (INCHES) water piping shall be insulated with 1/2"thick Armstrong Armoflex or approved equal, and section butted firmly together. 1/2 - 1 1/4 1/2 A. Cast-Iron Hublesa with stainless steel shielded coupling shall be supported horizontally at every other joint, unless over 4 0 0 feet,then support each joint adjacent to joint, not to exceed 18", brace at not more than 40ft. intervals, support at each 1 1/2 - 2 3/4 D. Outdoor above Ground Domestic Water Piping: horizontal branch connection. Hangers shall not be placed on the coupling. Support vertical pipes at the base and each 2 1/2 - 6 1 1/4 3"and Smaller-Type L hard tempered copper with solder end fittings. 95-5 tin and antimony solder jointing (lead-free). Piping floor not to exceed 15ft. Hangers and supports for all piping shall comply with the 2012 UNIFORM PLUMBING CODE table 8 - 10 2 1/2 shall be insulated with 1-1/2"thick Armstrong Armaflex or approved equal, and sections butted firmly together. 3-2• E. Domestic Water Piping Below Ground: 3.02 SPECIAL REQUIREMENTS, RESPONSIBILITIES AND TESTING Type K copper pipe shall be used.When piping is installed within a building and under a concrete slab, it shall be installed without joints. When joints are unavoidable, they shall be brazed. A. Install piping generally level, free of traps and unnecessary bends,to conform with building requirements. Pipe to be free a. Protective pipe covering shall be factory or field applied accordingly to manufacturers written instructions. of defects, and installed to avoid any possible galvanic action by isolating dissimilar metals. B.Teat and record available domestic water pressure in static and dynamic conditions for dynamic testing record pressure DRAWN BY R8W and flow rate in gallons per minute.Transmit this information to the engineer before proceeding with the work. CHECKED BY DJ JOB#: 15-040 SPECIFICATIONS P0.2 SEISMIC RESTRAINTS GUIDELINES FOR PIPING GENERAL NOTES REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional 1. ALL SEISMIC RESTRAINTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SEISMIC RESTRAINT 1. PLUMBING CONTRACT DRAWINGS ARE IN PART DIAGRAMMATIC, COVERING THE SCOPE OF WORK AND GENERAL ARRANGEMENT 29.COORDINATE ALL LOCATIONS, SIZES, AND ELEVATIONS OF ALL SLEEVES THROUGH WALLS, BEAMS, SLABS AND FOOTING WITH service is the property of GUIDELINES MANUAL AND ALL CERTIFIED SUBMITTAL DATA. OF THE EQUIPMENT, PIPING, ETC., AND THE APPROXIMATE SIZE OF EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL STRUCTURAL AND ARCHITECTURAL DRAWINGS. ALL PIPES SLEEVING THROUGH FOOTINGS SHALL HAVE A SLEEVE DIAMETER OF Framework Architecture,Inc. FOLLOW THESE DRAWINGS IN LAYING OUT THE PLUMBING WORK. PLUMBING CONTRACTOR SHALL CONSULT GENERAL, TWO PIPE SIZES OVER THE PIPE PASSING THROUGH THE FOOTING. NO PIPE TO BE PLACED THROUGH FOOTING UNLESS and is not to be used,in whole 2. TRANSVERSE BRACE SPACING SHALL NOT EXCEED 50 FEET UP TO .25G. 40 FEET UP TO 1.0 G., AND 20 FEET UP TO SPRINKLER, HEATING/VENTILATING/AIR CONDITIONING CONTRACT AND ELECTRICAL DRAWINGS TO FAMILIARIZE HIMSELF WITH APPROVED BY THE STRUCTURAL ENGINEER. or in part,for any reason without the written authorization of 2.OG FOR STEEL AND COPPER PIPE WITH WELDED OR BRAZED CONNECTIONS. LONGITUDINAL SPACING SHALL NOT EXCEED THAT WORK AND TO VERIFY THE SPACES IN WHICH THE PLUMBING WORK WILL BE INSTALLED. 30.ALL PIPES SHALL BE PROTECTED AT THE POINT THEY CROSS BUILDING EXPANSION JOINT, EITHER WITH AN EXPANSION Framework Architecture,Inc. 80 FEET UP TO 1.OG. AND 40 FEET UP TO 2.OG FOR STEEL AND COPPER PIPE WITH WELDED OR BRAZED CONNECTIONS. 2. BECAUSE OF THE NATURE AND SCALE OF THE DRAWINGS, CERTAIN BASIC PLUMBING ITEMS SUCH AS UNIONS, FITTINGS, FITTINGS OR IN ANOTHER MANNER ACCEPTABLE TO THE ENGINEER. ELBOWS, ETC., MAY NOT BE SHOWN. WHERE SUCH ITEMS ARE REQUIRED BY OTHER SECTIONS OF THE SPECIFICATIONS, OR 31.PIPE MUST NOT BE IN SOLID CONTACT WITH THE BUILDING STRUCTURE. ISOLATORS CONSISTING OF RESILIENT PIPE SLEEVE IRS 3. STEEL AND COPPER PIPE WITH SCREWED CONNECTIONS BRACE SPACING SHALL NOT EXCEED 1/2 THE SPACING LISTED WHERE THEY ARE REQUIRED BY THE NATURE OF THE WORK OR BY CODES AND REGULATIONS, THEY SHALL BE FURNISHED ELEMENTS SHOULD BE USED IN CONJUNCTION WITH OR INTEGRAL TO PIPE CLAMPS HANGER WHEN SECURING PIPES TO IN NOTE 2 GUIDELINES FOR PVC, PVDF, FRP, AND OTHER SPECIALTY PIPING, BRACE SPACINGS SHALL NOT EXCEED 1/2 AND INSTALLED AT NO ADDITIONAL COST TO THE OWNER. THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING, ENGINEERING,INC. THE STRUCTURE. THE SPACING'S LISTED IN NOTE 2. ALL PIPE MUST BE CONSIDERED FULL OF WATER WHEN DETERMINING SEISMIC BRACE EQUIPMENT, DUCTWORK AND SIMILAR. THE EXACT LOCATION TO BE DETERMINED BY THE CONTRACTOR TO BEST FIT THE „E"81"PCYing1n1RI NG,t"r�o�,,, REQUIREMENTS UNLESS SPECIFICALLY ENGINEERED OTHERWISE. LAYOUT OF THE JOB. 32.PLUMBING CONTRACTOR SHALL CONNECT ALL GAS PIPING TO ALL GAS RELATED UNITS PER PLAN WITH LISTED AND 9615 Sw,Allen-,SO,107 Beaverton,019w 97005 3. ALL EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT, WATER, AND CHEMICAL OR MECHANICAL INJURY APPROVED HAS SHUT-OFF VALVE, SEDIMENT TRAP, AND UNION. Ph"ae:(503)726-3313 4. TRANSVERSE RESTRAINT FOR ONE PIPE SECTION MAY ALSO ACT AS A LONGITUDINAL RESTRAINT FOR A PIPE SECTION OF Far: 0031726-3326 THE SAME SIZE CONNECTED PERPENDICULAR TO IT IF THE RESTRAINT IS INSTALLED WITHIN 24-INCHES OF THE ELBOW OR THEFT. PLUMBING FIXTURES SHALL BE COVERED WITH HEAVY PAPER COVERINGS AFTER INSTALLATION AND SHALL BE 33.FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING PmaI I.e. �mengoom THOROUGHLY CLEANED AFTER COMPLETION OF THE PROJECT. c,hm: own�NEJOHNSON OR TEE OR COMBINED STRESSES ARE WITHIN ALLOWABLE LIMITS AT LONGER DISTANCES. OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 5. HOLD DOWN CLAMPS MUST BE USED TO ATTACH PIPE TO ALL TRAPEZE MEMBERS BEFORE APPLYING RESTRAINTS. 4. ALL MATERIALS SUCH AS VALVES, FITTINGS, PIPING, EQUIPMENT, PUMPS, COILS, ETC., SHALL BE PROPERLY PROTECTED, AND 34.PENETRATION OF FLOOR/CEILING ASSEMBLIES AND ASSEMBLIES REQUIRED TO HAVE A FIRE-RESISTANCE RATING SHALL BE ALL PIPING OPENINGS SHALL BE TEMPORARILY CLOSED BY THE CONTRACTOR FOR THE WORK UNDER HIS CHARGE, ON A PROTECTED IN ACCORDANCE WITH THE BUILDING CODE. 6. BRANCH LINES MAY NOT BE USED TO RESTRAINT MAIN LINES. DAILY BASIS, AT THE END OF EACH WORKING DAY, SO AS TO PREVENT OBSTRUCTION AND DAMAGE, THE ABOVE F REQUIREMENTS ARE MANDATORY. 35.WHERE WATER PRESSURE WITHIN A BUILDING EXCEEDS 80 PSI, AN APPROVED WATER-PRESSURE REDUCING VALVE u 7. PROVIDE REINFORCED CLEVIS BOLTS WHEN REQUIRED 5. THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS PERFORMED IN ACCORDANCE WITH CONFORMING TO ASSE 1003 WITH STRAINER SHALL BE INSTALLED TO REDUCE THE PRESSURE IN THE BUILDING WATER m 8. PIPING CROSSING BUILDING SEISMIC OR EXPANSION JOINTS, PASSING FROM BUILDING TO BUILDING, OR SUPPORTED THE LATEST EDITION OF ALL APPLICABLE CODES, LAWS, OR ORDINANCES OF THE STATE OF WASHINGTON, AND SNOHOMISH DISTRIBUTION PIPING TO 80 PSI STATIC OR LESS. a FROM DIFFERENT PORTIONS OF THE BUILDING SHALL BE INSTALLED TO ALLOW DIFFERENTIAL SUPPORT DISPLACEMENTS COUNTY AND LOCAL CODES, CITY OF ARLINGTON LAWS OR ORDINANCES, INCLUDING WASHINGTON OR LOCAL BOARD OF 36.DISINFECTION OF POTABLE WATER SYSTEM SHALL COMPLY WITH THE LOCAL AND THE OREGON PLUMBING CODE. WITHOUT DAMAGING THE PIPE, EQUIPMENT CONNECTIONS, OR SUPPORT CONNECTIONS. PIPE OFFSETS, LOOPS, ANCHORS, HEALTH, FEDERAL AND STATE ENVIRONMENTAL PROTECTION REGULATIONS, STATE ENERGY CODES AND UTILITY REGULATORY i°a AND GUIDES SHALL BE INSTALLED AS REQUIRED TO PROVIDE SPECIFIED MOTION CAPABILITY AND LIMIT MOTION OF AGENCIES. 37.PROPER ACCESS MUST BE PROVIDED FOR THE TESTING AND MAINTENANCE OF THE BACKFLOW PREVENTER. IF THE v ADJACENT PIPING. BACKFLOW PREVENTER IS INSTALLED MORE THAN 5'-0" ABOVE THE FLOOR, SPECIAL PROVISIONS MUST BE MADE. c 6. ALL WORK SHALL BE FURTHER PERFORMED IN ACCORDANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE O-'o 9. PROVIDE APPROPRIATELY SIZED OPENINGS IN WALLS, FLOORS, AND CEILINGS FOR ANTICIPATED SEISMIC MOVEMENT. PLUMBING AND BUILDING CODES, NATIONAL ELECTRICAL CODE, THE OCCUPATIONAL SAFETY AND HEALTH ACT, THE AMERICAN 38.PLASTIC PIPES ARE NOT PERMITTED TO BE INSTALLED WITHIN THE AIR PLENUM SPACE. PROVIDE FIRE SEAL SYSTEMS IN FIRE-RATED WALLS. GAS ASSOCIATION AND ALL SUCH OTHER SPECIFIC CODES AS MAY BE REFERRED TO IN THE INDIVIDUAL SECTIONS OF THE 10.GAS PIPING LESS THAN 1" I.D. NEED NOT BE BRACED. SPECIFICATIONS. 39.ALL PIPING SHALL MAINTAIN AT LEAST 5'-0" CLEARANCE IN FRONT OF THE HVAC SUPPLY AND RETURN OPENINGS. °a 7. PIPE SIZES SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES ALLOWED REGARDLESS OF THE CODE MINIMUM, EXCEPT 40.CONTRACTOR IS REQUIRED TO SCOPE THE EXISTING SANITARY SEWER LINE PRIOR OF WORK. IF REQUIRED, CONTRACTOR y d 11.WHERE RIGIDLY SUPPORTED PIPES ARE CONNECTED TO EQUIPMENT WITH VIBRATION ISOLATION, THOSE CONNECTIONS WHEN THE CODE MINIMUM SIZE IS LARGER THAN THAT SHOWN. SHALL PERFORM RODDING TO GUARANTEE FREE FLOWING OF THE EXISTING WASTE LINE AND NOTIFY THE ENGINEER IF THE MUST BE CAPABLE OF ACCOMMODATING SEISMIC DISPLACEMENTS. CONVERSELY, WHEN SMALLER UNSUPPORTED PIPES a ARE CONNECTED TO RIGIDLY SUPPORTED EQUIPMENT (I.E., COILS, ETC.); THOSE JOINTS MUST BE CAPABLE OF 8. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONTRACT PRINTS ON THE CONSTRUCTION SITE AT ALL TIMES, ON EXISTING INVERT ELEVATION TIE-IN POINT IS NOT ADEQUATE TO MEET THE INVERT ELEVATION INDICATED ON THE PLANS. E W ACCOMMODATING MOVEMENT OF THE PIPES. WHICH HE SHALL ACCURATELY RECORD THE ACTUAL INSTALLATION OF ALL PLUMBING WORK. AS WORK PROGRESSES, MARK 41.PLUMBING CONTRACTOR TO PROVIDE AND INSTALL A PRESSURE REDUCING VALVE AT THE MAIN DOMESTIC COLD WATER CHANGES MADE WHETHER RESULTING FROM JOB CONDITIONS, ADDENDA, FORMAL CHANGE ORDERS OR OTHER INSTRUCTIONS SERVICE LINE IF A PRESSURE REDUCING VALVE IS NOT ALREADY INSTALLED. A PRESSURE REDUCING VALVE IS NOT 0 3 12.RIGID PIPING SYSTEMS MAY NOT BE BRACED TO DISSIMILAR PARTS OF THE BUILDING OR TO DISSIMILAR BUILDING ISSUED BY THE ENGINEER. REQUIRED IF THE INCOMING DOMESTIC WATER PRESSURE IS LESS THAN 80 PSIG. 3 SYSTEMS WHICH MAY RESPOND DIFFERENTLY DURING AN EARTHQUAKE. DO NOT BRACE A SYSTEM TO TWO INDEPENDENT STRUCTURES SUCH AS CEILING AND WALL. 9. THE PLUMBING CONTRACTOR SHALL INDICATE PROGRESS BY COLORING IN VARIOUS PIPES, FIXTURES, AND ASSOCIATED APPURTENANCES EXACTLY AS THEY ARE ERECTED AND INSTALLED. 13.SEISMICALLY RESTRAIN ALL FUEL OIL PIPING, GAS PIPING, MEDICAL GAS PIPING, AND COMPRESSED AIR PIPING FOR FUEL OIL AND ALL GAS PIPING THAT IS 1" I.D. OR LARGER. TRANSVERSE RESTRAINTS MUST BE AT 20' MAXIMUM AND 10.MARK ALL PIPE SIZES AND LOCATIONS DURING CONSTRUCTION. ALSO MARK LOCATIONS OF ALL VALVES AND VARIOUS LONGITUDINAL RESTRAINTS AT 40' MAXIMUM SPACING. EQUIPMENT, APPARATUS, AND ASSOCIATED APPURTENANCES AS ERECTED WEEKLY DURING CONSTRUCTION. fl n fl 14.PIPING LOCATED IN BOILER ROOMS, MECHANICAL EQUIPMENT ROOMS, AND REFRIGERATION EQUIPMENT ROOMS THAT IS 11.AT THE COMPLETION OF THE JOB THESE PRINTS, INCORPORATING CHANGES, ADDENDA AND ADDED DATA NOTED ON 1-1/4" I.D. AND LARGER MUST BE SEISMICALLY RESTRAINED. MARKED-UP PRINTS, INCLUDING DIMENSIONED LOCATIONS OF UNDERGROUND PIPING BEYOND LIMITS OF BUILDING, SHALL BE p SUBMITTED TO THE ENGINEER FOR FINAL REVIEW AND COMMENT. THE PRINTS WILL BE RETURNED WITH APPROPRIATE LU 15.ALL OTHER PIPING 2-1/2" DIAMETER AND LARGER MUST BE SEISMICALLY RESTRAINED. COMMENTS AND RECOMMENDATIONS. THESE CORRECTED PRINTS TOGETHER WITH CORRELATED PRINTS INDICATING ALL THE Z N REVISIONS, ADDITIONS AND DELETIONS OF WORK SHALL FORM THE BASIS FOR PREPARING A SET OF RECORD DRAWINGS. 0 W N 16.SEISMIC RESTRAINTS MAY NOT BE USED FOR ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS AS O �; MEASURED FROM THE TOP OF THE PIPE TO THE BOTTOM OF THE SUPPORT WHERE THE HANGER IS ATTACHED. 12.WHERE PIPING, AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS, OR FLOORS, INSTALL Q A FIRE-STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FIRE, SMOKE AND GASES. FIRE-STOP Q HOWEVER, IF THE 12" LIMIT IS EXCEEDED BY ANY HANGER IN THE RUN, SEISMIC BRACING IS REQUIRED FOR THE RUN. MATERIAL SHALL BE UL APPROVED, PACKED TIGHT AND COMPLETELY FILL CLEARANCES BETWEEN RACEWAYS AND OPENINGS. W FLOOR, EXTERIOR WALL AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT AS APPROVED BY THE ADMINISTRATIVE � LU --,IZ 17.THE 12" EXEMPTION APPLIES FOR TRAPEZE SUPPORTED SYSTEMS IF THE TOP OF EACH ITEM SUPPORTED BY THE AUTHORITY. o 0 TRAPEZE QUALIFIES. n n n 0 =O 13.ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND AS DIRECT AS POSSIBLE. FORM RIGHT ""I (9 18.WHERE THERMAL EXPANSION IS A CONSIDERATIONS, GUIDES AND ANCHORS MAY BE USED AS TRANSVERSE AND ANGLES OR PARALLEL LINES WITH BUILDING WALLS. KEEP PIPES CLOSE TO WALLS PARTITIONS AND CEILINGS, OFFSETTING p �Z LONGITUDINAL RESTRAINTS PROVIDED THEY HAVE A CAPACITY EQUAL TO OR GREATER THAN THE RESTRAINT LOADS IN ONLY WHERE NECESSARY TO FOLLOW WALLS AND AVOID INTERFERENCE WITH OTHER MECHANICAL ITEMS. LOCATE GROUPS OF r-_\ W ADDITION TO THE LOADS INDUCED BY EXPANSION OR CONTRACTION. PIPES PARALLEL TO EACH OTHER; SPACE THEM AT A DISTANCE TO PERMIT ACCESS FOR SERVICING VALVES. O LU Q 19.STEEL STRUTS SHALL BE 1-5/8" WIDE IN VARYING HEIGHTS AND MIG-WELDED COMBINATIONS AS REQUIRED TO MEET 14.PIPING SHALL BE PITCHED TO POINTS OF DRAINAGE WITH CONSTANT UNIFORM SLOPE. LOAD CAPACITIES AND DESIGNS INDICATED. A MATERIAL HEAT CODE, PART NUMBER, AND MANUFACTURERS NAME SHALL BE STAMPED ON ALL STRUT AND FITTINGS TO MAINTAIN TRACEABILITY TO MATERIAL TEST REPORTS. 15.INSTALL HORIZONTAL PIPING AS HIGH AS POSSIBLE WITHOUT SAGS OR HUMPS. 20.SEISMIC RESTRAINTS FOR PIPING SYSTEMS SHALL WITHSTAND A LATERAL FORCE EQUAL TO 50% OF THE WEIGHT OF THE 16.GRADE DRAINAGE AT UNIFORM SLOPE OF NOT LESS THAN 1/4" PER FOOT TOWARD THE POINT OF DISPOSAL. WHEN PIPING SYSTEM AND ITS CONTENTS. SEISMIC BRACING SHALL CONFORM TO THE CURRENT ADOPTED EDITION OF THE APPROVED BY ADMINISTRATIVE AUTHORITY, PIPE SIZE 4" AND LARGER MAY HAVE A SLOPE OF NOT LESS THAN 1/8" PER BUILDING CODE AND THE ADMINISTRATIVE CODE, AND SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES FOOT. SET FOR SEISMIC RESTRAINT, LATEST EDITION. OE.O1.PERMITrJ 17.WHERE CHANGES IN PIPE SIZES OCCUR, USE ONLY REDUCING FITTINGS. 21.SPECIAL PIPE HANGER AND SUPPORT PROVISIONS REQUIRED FOR CONTROL OF PIPE EXPANSION, VIBRATION, AND SOUND TRANSMISSION IN CERTAIN PIPING SHALL BE DONE IN ACCORDANCE WITH GOOD SOUND ATTENUATION PRACTICE. 1S.FOR DRAINAGE PIPING CHANGES IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, OTHERWISE, SHORT SWEEP 1/4 BENDS, OR COMBINATION WYE 1/8 BENDS; USE SANITARY TEE BRANCHES ONLY FOR HORIZONTAL BRANCHES DISCHARGING TO PLAN 22.SUPPORT CHANNELS, FRAMES, BRACKETS, AND LEGS OF SPECIAL SUPPORTS SHALL BE OF UNISTRUT, SUPERSTRUT, OR NORTH STACKS. ACCEPTED EQUAL, WITH CHANNELS, ATTACHING CLIPS, PIPE CLAMPS, AND OTHER REQUIRED ACCESSORIES. 19.INSTALL SECTIONALIZING VALVES ON EACH BRANCH LINE TO MULTI-FIXTURE GROUPS. LOCATE VALVES IN A READILY 23.PLASTIC PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH CODE REQUIREMENTS (REVIEW WITH JURISDICTION). SHIMS ACCESSIBLE LOCATION, DO NOT CONCEAL. DO NOT LOCATE VALVE SYSTEMS BELOW HORIZONTAL UNLESS INDICATED ON SHALL BE PROVIDED TO PREVENT PIPE SAG BETWEEN FITTINGS. PLANS LOCATE ANGLE STOP VALVES BELOW THE SINK OR WATER CLOSET. 24.SPACING OF TRAPEZE HANGERS SHALL BE DETERMINED BY THE SMALLEST PIPE ON THE TRAPEZE. SIZE OF RODS FOR 20.WATER SUPPLY TO ALL FIXTURES AND CONTAINERS SHALL BE SO INSTALLED AS TO PREVENT POSSIBLE BACK SIPHONAGE OF TRAPEZES SHALL BE GOVERNED BY THE LARGEST PIPE ON THE TRAPEZE. POLLUTED WATER. ALL SUPPLIES SHALL BE EITHER ABOVE THE FLOOD RIM OF THE FIXTURE OR SEPARATED FROM THE 25.TRAPEZE HANGERS SHALL NOT BE LIGHTER THAN 16 GAUGE AND WHEN EXPOSED TO WEATHER, NOT LIGHTER THAN 12 DRAINAGE END BY MEANS OF AN APPROVED VACUUM BREAKERS. GAUGE. PIPING THAT RUNS IN PARTITIONS AND IS NOT SUPPORTED FROM CEILING OR FLOOR SHALL BE SECURELY AND 21.PROVIDE PIPING AND FIXTURE TRAPS. CONNECT TO FIXTURES AND OTHER EQUIPMENT INDICATED OR SPECIFIED AS REQUIRING INDEPENDENTLY FASTENED TO THE PARTITION MEMBERS WITH CLAMPS OR BRACKETS. SOIL, WASTE, DRAIN AND VENT FACILITIES. 26.LATERAL MOTION OF PIPING WILL NOT CAUSE DAMAGING IMPACT WITH SURROUNDING SYSTEMS (E.G. OTHER PIPE, DUCT, EQUIPMENT, SPRINKLER HEADS, ETC.) OR CAUSE LOSS OF SYSTEM VERTICAL SUPPORT. 22.LAY ALL PIPING TRUE TO LINE AND GRADE, FIT ENDS TOGETHER MATCH SO THAT SEWER OR DRAIN WILL HAVE SMOOTH AND UNIFORM INSERT. FOLLOW LOCATIONS AND ELEVATIONS AT SITE. AS THE PIPE LAYING PROGRESSES, CLEAR PIPE INTERIOR OF 27.VERTICAL SUPPORT CONNECTIONS CANNOT DEVELOP MOMENTS (E.G. SWIVEL JOINTS, EYE BOLTS, VIBRATION ISOLATION CEMENT, DIRT, AND OTHER FOREIGN MATERIALS. DURING WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE PLUGS OR COVERS HANGERS, ETC.). FOR OPEN ENDS OF PIPE AND DRAINS. 28.VERTICAL CAST IRON RISERS ATTACHED WITH SHIELD AND CLAMP ASSEMBLIES MUST BE STIFFENED AT THE CONNECTION 23•PROVIDE CLEANOUTS WHERE INDICATED AND AT INTERVALS OF 100' OR AS REQUIRED BY LOCAL PLUMBING CODE AND 0 °" POINTS OF ANY UNSUPPORTED SECTION OF PIPE. WHERE REQUIRED AT CHANGES OF DIRECTIONS OF SOIL AND WASTE STACKS. INSTALL CLEANOUTS SO AS TO BE ACCESSIBLE FOR EASY REMOVAL AND TO PROVIDE CLEARANCE FOR RODDING. CLEANOUTS SHALL BE AT THE SAME SIZE AS PIPE SERVED 29.VERTICAL RISERS IN AN OPEN SHAFT MUST BE ATTACHED TO THE SUPPORTS WITH CONNECTIONS SIZED TO ACCEPT THE EXCEPT THAT NO CLEANOUT NEED BE LARGER THAN FOUR INCHES. HORIZONTAL SEISMIC LOADS. 24.EXTEND VENT PIPES 12 INCHES ABOVE ROOF AND 1OFT MINIMUM AWAY FROM ANY FRESH AIR INTAKES. 30.WHERE EARTHQUAKE LOADS ARE APPLICABLE IN ACCORDANCE WITH THE BUILDING CODE, PLUMBING PIPING SUPPORTS SHALL BE DESIGNED AND INSTALLED FOR THE SEISMIC FORCES IN ACCORDANCE WITH THE BUILDING CODE. 25.SANITARY VENT PIPING SHALL BE GRADED SO THAT THE AIRFLOW TO THE OUTSIDE WILL BE CONTINUOUSLY UPWARD AND SO THAT NO LOW POINTS WILL BE DRAINED. 31.HANGERS, ANCHORS AND SUPPORTS SHALL SUPPORT THE PIPING AND THE CONTENTS OF THE PIPING. HANGERS AND STRAPPING MATERIAL SHALL BE OF APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC ACTION. HANGERS AND 26.MAKE TIGHT CONNECTION BETWEEN WATER CLOSET FLANGES AND EARTHENWARE FIXTURE BY MEANS OF AN APPROVED ANCHORS SHALL BE ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. MOLDED WAX RING OR SETTING COMPOUND AND BOLTING. DRAWN BY Raw CHECKED BY DJ 32.RIGID SUPPORT SWAY BRACING SHALL BE PROVIDED AT CHANGES IN DIRECTION GREATER THAN 45 DEGREES FOR PIPE 27.VENTS: PROVIDE FLASHING FOR STACKS PASSING THROUGH ROOF. MAKE WATER-TIGHT AT ROOF WITH 4 LB. SHEET LEAD; SIZES 4 INCHES AND LARGER. EXTEND INTO ROOFING FELTS AT LEAST 24" FROM PIPES. EXTEND LEAD COLLAR UP AROUND OUTSIDE AND TURN DOWN JOB#: 15-040 INSIDE VENTS AT THE TOP. LOCATE VENT THROUGH ROOF 1OFT MINIMUM AWAY FROM ANY FRESH AIR INTAKE. 33.ANCHORAGE SHALL BE PROVIDED TO RESTRAIN DRAINAGE PIPING FROM AXIAL MOVEMENT. GENERAL NOTES 28.ALL PLUMBING FIXTURES AND PIPING IS TO BE LISTED BY AN APPROVED LISTING AND TESTING AGENCY AND PROPERLY SEISMIC RESTRAINT 34.FOR PIPE SIZES GREATER THAN 4 INCHES, RESTRAINTS SHALL BE PROVIDED FOR DRAIN PIPES AT ALL CHANGES IN LABELED. DIRECTION AND AT ALL CHANGES IN DIAMETER GREATER THAN 2 PIPE SIZES. GUIDELINES ASCE 7, CHAPTER 13 IS THE CURRENT STANDARD FOR SEISMIC ANCHORAGE AND BRACING FOR ALL PLUMBING COMPONENTS �']O"/� J AND EQUIPMENT. r REUSE OF DOCUMENTS This document,and the ideas NOTES THIS SHEET astrumnd ent ognsf professionalrporated,as an instrument of professional service is the property of O7 SEE SOURCE DRAWINGS FOR EVAC SYSTEM THIS AREA. Framework Architecture,Inc. and is not to be used,in whole O 1-1/2-COLD WATER INTO BUILDING. or in part,for any reason without the written authorization of 3O 3/4-COLD WATER DOWN, TO BE CONNECTED TO VACUUM SYSTEM BY SOURCE. Framework Architecture,Inc. ®GAS TO BE HUNG AT UNDERSIDE OF STRUCTURE. SEAL ALL ROOF PENETRATIONS IRSWATER TIGHT. SO ALL EXITING SANITARY SEWER LINES INSIDE OF BUILDING TO BE SCOPED, JET & SNAKED AS NEEDED. DEMO EXISTING SANITARY LINES AS NEEDED. MAKE PROPER ENGINEERING,INC. CONNECTION TO EXISTING SANITARY SEWER INSIDE BUILDING. %15 Sw,Allen 13-,SuXe 107 Beaverton,Oregon 97005 ©2-1/2"GAS UP INSIDE FACE OF WALL TO UNDERSIDE OF STRUCTURE. SEAL WALL Ph—(5031]28-3313 Far: (5031]263313 PENETRATION WATER TIGHT. MOUNT PIPING ON WALL WITH UNISTRUT AT 8'-0" O.C. E-mail:rweng(�meng.mm 4 5 6 7 8 9 10 PrOiect No.:1246.025.001 O7 3" VENT THROUGH ROOF. coamcc owArNs doNNsoN 2 (E)1-1/2"CW ®ALL NEW FLOOR CLEANOUTS AND EXISTING FLOOR CLEANOUTS SHALL BE FLUSH w 4"CW WITH S.O.V. AND PRV-1 BELOW GRADE WITH THE NEW FLOOR FINISH. ROVIDE ACCESSIBLE WHA MS 1 SS-1 BFP-1 O3 /^, , u rr I O9 3/4-COLD WATER DOWN TO HB-2, WITH BUILT-IN VACUUM BREAKER. INSTALL �J HB-2 WITHIN 10'-0" OF AIR COOLED CONDENSER. (VERIFY LOCATION WITH G.C. ~ 3/4" CO 8 AND R.C.). c 3/ • - - 3 CD - - -C - - - - 10 1/2" COLD WATER DN. TO ICE MACHINE, DRAINAGE TO BE PUMPED TO EVAC - - — - a E CD `- {�0 1• I 1_1/2• SYSTEM. ua 1-1/4"CD (PUM ED) v HUNG BELOW RO F DECK ` 3/4" 1% SLOPE FT. ( /oEl 1 S i/�_-}_ \\ 4"� I 1-1/2r FROM TO UNIT (FLEX O V o -- - - - - - 9 - -T - - - ti 1 METER�� PIPING LAST �a 8 - 4 - - - AC r-� - - - - - - - - 4 (® ROOF) ��// 12 INCHES) /�1•yn I I I GAS COCK �V// (1501MBH) L T--T-- --� vo ©L�VI o o° .x I +--+--�-- �k ' GAS METER COORDINATE L11-1/4"O4 2. 2 401-1/4" CD SERVICE ROOFDECC II SERVICE & LOCATION -3 1-1 2^ 4 3/4" W K WITH LOCAL UTILITY. �d / O (1% SLOPE/FT.) '�——�—— —'� DIRT LEG 2„0 To ooM IUDz GAS CONNECTION DETAIL ®3/4" FS-1 Pz.O NOT TO SCALE O7 I 3"O7 0WH-11(EXISTING) lei PUM ED) 3/ GAS W 1 1/4 O4 4 1-1 4" HUNG BELOWROOF DECK 4^ II 2 COCK Z N 1% SLOPE Fi.) i W TO IT PIPING L� 2 O W Q - - �(—}�- )� - - - - - - - - - - - - - - - - - - - - - - INCHES) Jai FLASH AND ? W J Z 1-1/2 SEAL ROOF 0 0' Q O I PENETRATION DIRT c = 3/4" LEG 0 CO CO Z EAT COCLEF W 3/ 'BELOW ROOF I ECK O � Q o (1% SLOPE/FT.) O O O o IFROM U METER I I GAS CONNECTION DETAIL I s THROUGH ROOF LL �1 p2.0 NOT TO SCALE. L� PERMIT SET k 1-1/4" 4- 3 - - - - - - 1 3 ®1-1 4" atqEE -- - - ©I 2.0 2. - - - vl R - - - - 06.01.15 LN Ac + j� ,J 3 SAL S FLOO SO H) I Lys E SHEET P3.0 PLAN (150 MBH) CD�"x' _ - 4"� 3/4"BELOW ROOF DECK FC (1% SLOPE/FT.) c _ F I -11/4-CD 1/2' UR � WC-1 UMPED U LV_1 ❑ MPLO EE LV-1 1-1/4-CD (PUMPED) o DF CO 8 1/2" HUNG BELOW ROOF DECK (1% SLOPE/FT.) I C 4 FC 2 0 0 LaL_5mil� FRO OFFICE ACK OFFIC ENTRY 10 I I I I I I - -�- - - - a - - - - - - - --El-- -A- -- - -L- - - - - I I I I I OCOTG PUMPED UP I.E. —48" DRAWN BY R8W CHECKED BY pJ JOB#: 15-040 1 FLOOR PLAN - PLUMBING PLUMBING Pz.O SCALE: 1/8"=1'—O" FLOOR PLAN P2.0 REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument is a professional service is the property of _\ \ Framework Architecture,e, Inc. \ \ and is not to be used,in whole \ or in part,for any reason without the written authorization of \ 1 Framework Architecture,IncI ri—1/2---� ^\�2" 3'VrR \ \ / v Y/ 3/4" ENGINEERING,INC. \ 2" \ / \ Sens Sw,A11eneBNd Su to 107 \� Beaverton,Oregon 97005 PM1ona:(503)]2&3313 \\ �3" \ \ Fa: (5031]26332fi l3" / \ E-mail:rweng(�nreng.mm T O,/ 1 2" PrOiect No.:1246.025.001 T DWAVNEJO..so. OS 2" WC-2 MS•�� WC-2 \\I WC-2 WC-1 C `\ J \ UR-1 Y I 4"�\ r FD-1 1\ 2" ��a� = \\ I ` \ 5. 'pG 1/Y" \may l TOILET , J,SO 10 0- WC-2 `IL J ` � �\ �/ v 4" \\ I I �iJ I // I I I 1/2" O,o LV-1 LV-1 V- FD-1 4" TOILET _ r y I n FUR-1 `IJ 4" � Ir �� d l.) 4 �\ DF-1 LV-1 DF-1 \ 1 i oW Lv-1 l `\ I �� L� `` D=3 \ L J \ \ \rT oLU (FJ� W p �M W N 1° O a°' a PLUMBING - ISOMETRIC -WASTE AND VENT 3 PLUMBING - ISOMETRIC- DOMESTIC SUPPLY �� T, w� P3.0 SCALE: 1/4"=1'-0" p3,p SCALE:1 4=1-0 ow 20 F- LU n n n 0 W J o �Q O � �J PERMIT SET 06.01.15 PLAN WASTE AND VENT NOTES , , , DOMESTIC SUPPLY NOTES NORTH i T O7 SEE SHEET P2.0 FOR CONTINUATION. O7 SEE SHEET P2.0 FOR CONTINUATION. 2O 3"VENT THROUGH ROOF. O 1/2-COLD WATER DOWN. 1 i PROVIDE ACCESSIBLE WHA. O O 1/2-HOT WATER AND COLD WATER DOWN. 4" 1 FD-1 FD-1 OS 1-COLD WATER DOWN. O I O O O5 c O M 1 �A �WWC-1 _ M E� we-, LV-1 4" I ———yyMEN 4 1 LV-1 �11 1 V V VLVV-1 O1 5 --, i r3N 4 0 —E DE—PT— DF-1 1 DF-1 2 4 LWAY HALT-WAY Co r DRAWN BY R8W CHECKED BY DJ 2 PLUMBING - ENLARGED PLAN -WASTE AND VENT 1 PLUMBING - ENLARGED PLAN - DOMESTIC SUPPLY P3.0 SCALE: 1 4=1-0 2 ,9 SCALE:1 4=1-0" PLUMBING ENLARGED PLANS AND ISOMETRICS P3.0 REUSE OF DOCUMENTS This document,and the ideas ACCESSIBLE BALL VALVE NOTES: and designs incorporated,as an MAXIMUM PIPE/TUBING SUPPORT SPACING,FEET SCH 40 PVC OR instrument of professional GALV STEEL SLEEVE 1.TYP FOR NON—INSULATED PIPE service is the property of NOW THRU 1 1 1 4 1 1/2 2 2 1/2 3 4 SECURE TO PARTITION Framework Architecture,Inc. SIZE 1" / / / COLD WATER LANE 2.TYP FOR MASONRY OR CONCRETE WALL PIPE 7 FT 7 7 B 10 11 12 14 and is not to be used,in whole or In part,for any reason without _Z the written authorization of TUBING 5 FT 6 7 8 8 9 10 12 CAULK AND SEAL ANNULAR Framework Architecture,Inc. 1/2"COLD WATER LANE SPACE BETWEEN PIPE AND SLEEVE PIPE WITH OR WITHOUT INSULATION NOTE FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. ( r 1/2"DIA.HANGER RODS WITH 36"MAX. TRAP AND VACUUM BREAKER VALVE H IiT•GRAL BACKFLOW PREVENTER / SPACING ON EACH CHANNEL EXIEBIOB II�BLOB ENCHNEFRING,INC. HANGER ROD,ATTACH TO STRUCTURE 96 SSW All— ° CAULK AND SEAL ANNULAR ssis s.w.nue„ei�e..sere rai FLOOR DRAIN SPACE BETWEEN PIPE AND SLEEVE CONCRETE WALL P.1.1 rO nsaaracs ADD SEISMIC BRACING rFINISHEO FLOOR 1/4"PER FT SLOPE SCH 40 O OR GAILY STEEL SLEEVE E;maIF. (seal�s e om I/ SECURE TO PARTITION Pmlem rso..Teas"s.am AS REWIRED coma�r. ownvNe aoHlxsoN ESCUTCHEON PLATE WHERE EXPOSED z INSULATION AND JACKET � L \ SEWER GASES 20 GAGE FLASH FLANGE F 1 1/2"12 GAGE E'E"' CHANNEL OR 2' COLD WATER LANE x2"z1/2'ANGLE PIPE 1.CUT TO TIGHTLY FIT EACH PIPE ~ IT 1/2" � SQ< u 1"MAX,J 2.SIZE AS REOUIED SEAL WITH PAINT ALL SIDES z Q SIDE VIEW 3.FINISH PAINT TO MATCH ADJACENT WALL AREAS U= ADJUSTABLE CLEVIS HANGER TRAPEZE HANGER FOR UP PROVIDE AND INSTALL DISTRIBUTION UNIT AS NEEDED. 4.FASTEN TO WALL WITH FLATHEAD SCREWS - TYPE 1 IN SPECIFICATIONS TO 1000 lR.DNIFORM TOAD m PROVIDE AND INSTALL 12"X12"ACCESS PANEL NOTE WHERE PIPING IS EXPOSED AT FINISHED WALLS,FLUSH �1 PIPING SUPPORT s ACCESSIBLE TRAP PRIMER VALVE s HROME PLATE. PIPEMPENETRATION THOUNT SLEEVE AND PROVIDE ESCUTCHEON GROUGH WALLS 3 pq,p NOT TO SCALE P4.0 NOT TO SCALE pq,0 NOT TO SCALE 2 1 1 E' o� ANCHOR BOLT,TYPICAL - 3 3 3 ANGLE CUP(DOUBLE) ORIENT TO DECK SPAN. FIELD `3 DRILL HOLES IN ANGLE CUP FOR ANCHOR BOLTS TO SET 3 v 1 2 IN DECK TROUGH 3 0 LONGITUDINAL ANGLE BRACE SLOPE 1:1 TERMINATE 10'-0'FROM ANY OUTSIDE AIR INTAKE OR OPENABLE WINDOW.2'-0"MIN + — 1 FROM ANY WALL OR STRUCTURE BRACE HANGER RODS OVER 3'-0"LONG Wf 2"z2"z1/2" VERTICAL ANGLE BRACE WELD 1"AT 24"SPACING TRANSVERSE ANGLE BRACE J 5 •n SEALANT 4Fj BOLT WITH CUT WASHER �M COUNTER FLASHING SLEEVE PACK SPACE FIREBETWEEN PIPING AND PENETRATION OPENING WITH MATERIAL APPROVED BY UNDERWRITERS NCE LABORATORIES FOR THROUGH PENETRATION FIRE STOP SYSTEMS.MATERIALS,METIHODS,AND INSTALLATION SHALL BE IN ACCORDANCE WITH UL APPROVED LASTING AND W SHALL BE DESIGNED TO ACT AS A FIRESTOP AS WELL AS A COLD SMOKE,NOXIOUS GAS AND WATER SEALANT.SUBMIT USTING NUMBERS � HEIGHT PER LOCAL AND DETAILS FROM UL FIRE RESISTANT DIRECTORY FOR ALL SUCH SYSTEMS TO BE USED.INSULATE PIPES 3 FEET TO EITHER SIDE OF 12 GA CUP PIPE SLEEVE OVER BOLT �l�/ CODE 12"MIN 4LBS SEAMLESS LEAD FLASHING PENETRATION WITH MATERIAL SPECIFIED IN THE UL FIRE RESISTANCE DIRECTORY IF REQUIRED TO OBTAIN THE T-AND F-RATINGS. 2 lt7 Q>Q STEEL REINFORCED BOOT 01 WALL AND FLOOR W> I O PIPE OR INSULATED PIPE J W _jZ ROOFING HOT MOP O3 FIRE BARRIER-"3M PRODUCTS INC."FIRE BARRIER CAULK CP25 WEll MOLDABLE PUTII'+,FIRE BARRIER 2D01 SILICONE SEALANT PIPE ANGLE BRACE' BOLT TO ANGLE CUP�� ANCHOR BOLTS oo Q Q SIZE ANGLE OR INSERTS �T1LJ,,LJF'II Q =H ® PIPE COVERING FOR FLAME RETARDANT POLYPROPYLENE PIPING FIRE STOPPING ASSEMBLY. 2' 2"x2"16 G4 1/2' 3"x3"x1/2"A'-4" 1/2 ��IlluffT�� ( (n (n Z O STEEL COLLAR FOR FRPP FIRE STOPPING ASSEMBLY. 3,4 2'z2'16 G4 1/2' 3'x3'x1/2'z1'-4' 1/2 � W Z Of © PACKING MATERIAL FOR FRPP FIRE STOPPING ASSEMBLY. 5,6 2.5x2.5"16 G4 1/2" 5"x3"x1/2"z1'-4" 1/2 UV Q 0 p USE FOLLOWING APPLICABLE UL SYSTEMS FOR THE CONSTRUCTION TYPES LASTED. 8 3"x3"12 GA. 1/2' 2-5z3z1/2z1'-4' 2 ROOF DECK 10 3'x3'12 GA 1' 2-5z3z1/2'z1'-4' 2 10"SKIRT VENT PIPE,SEE PLANS FOR SIZE CONSTRUCTION TYPE THROUGH PENETRATION FlRESTOP SYSTEM NUMBERS 2"z 2"z12 GA CHANNEL MAY BE USED CONCRETE FLOORS C-AI-5002(1 HR),C-AJ-5003(1 HR) BENT PLATE OF EQUAL THICKNESS MAY BE SUBSTTUTED FOR LONGITUDINAL ANGLE CUP TO FACKNTATE ANCHORAGE TO SLAB TROUGHS. PROVIDE EQUAL NUMBER OF CONCRETE OR MASONRY WA U.S C-AI-5002(1 HR),C-AI-5003(1 HR) ANCHOR BOLTS TO THAT SHOWN. PROVIDE MINIMUM EMBEDMENT OF 1 1/2"ABOVE TOP OF META.DECK FOR AL ANCHOR BOLTS. PERMIT SET s VENT THROUGH ROOF s PENETRATION FOR FIRE RATED WALLS AND FLOOR 2 SEISMIC SUPPORT FOR PIPES 06.01.15 pq,0 NOT TO SCALE pq,0 NOT TO SCALE P4.0NOT TO SCALE CHECK VALVE 3/4" PLAN _ NORTH HOT WATER THERMOMETER -1 PG RCP pp PRESSURE F GAUGE TYP 1.AL FINAL FINISHES INCLUDING 12"SQUARE TYPE 'B' �H� L,O --i,y� HOT WATER COLORS(SMOOTH WITH NO FLUE RETURN TEXTURE)SEE ARCHS.PLAN FOR FINISHES. [ENCLOSURE SHEETMETAL INSULATE VOID TO PREVENT CONDENSATION 2.APPROVED FLOOR COVERING TO WALL � COLD WATER EXTEND UP THE WAL CONTIUOUSLY L 4'WITH 3/5'RADIUS COVE BALL �H / BALL VALVE, 3 4" TYP FINISH,RE ARCH. 3.AL CONDUIT,PIPES AND WASTE ONES TO BE WITHIN THE WALL —GASKEfED FASTENERS MINIMUM 2 FASTENERS PER SIDE GYPSUM UNION, TYP WALL BOARD 4.ALL VALVES MUST BE ACCESSIBLE HOSE BLEB 3/4" EXPANSION TANK. WITH BUILT-IN I-0 MOUNT ON WALL OR VACUUM BREAKERS MAINTAIN I I SUSPEND FROM EXCEPTIONS WILL BE GRANTED ONLY IF SO STATED MANUFACTURER'S STRUCTURE IN THE CMC,CPC,CBC,AND CEC. IF SOLID 1"FIBERGLASS INSULATION RECOMMENDED WALLS,SUCH AS CONCRETE BLOCK ARE USED, CLEARANCE. FURRED,FLAT STUD FUR THE WALOLIT TO CONCEAL THE CONDUIT, 16"MINIMUM ASME CODE PRESS— CHASE WALL PIPES,ETC, WOOD NAILER AND CURB UNISTRUT, TYP TEMPERATURE RELIEF WOOD CURB ANCHORED T SECURELY VALVE, PIPE FULL oa WATER ROOF DECKREINFORCING BOOT FASTEN TO SIZE TO FLOOR DRAIN. CONDUIT MIN. 3USTUDS TILIZE (EXISTING)FW -lj a lB SEAMLESS,LEAD ROOF FLASHING ASSEMBLY METAL 1"STRAP AT GAUGE ROOF LINE FOR MOUNTING SET ® 120'F 1/3 POINTS. SECURE STRAP 10 TEST PLUG TO UNISTRUT ON WALL WASTE FROM GAS TO MEET SEISMIC ZONE CEM LINE CONTINUOUS COVE SUPPLY 3 & 4 REQUIREMENTS. BASE W/3/6' RADIUS COVE 3/4"COLD WATER PIPE HUNG BELOW ROOFAETER ROOF PENETRATION" GAS HOSE BIBB DRAIN PRESSURE 4"MINIMUM REGULATOR DRAINPAN DRAWN BY R&W 1"FIBERGLASS INSULATION INSULATE PIPING GAS COCK 3/4" DRAIN FROM CHECKED By DJ BELOW THE ROOF DECK TO AVOID CONDENSATION al �� DRAINPAN TO F.D. DRT LEG FINISHED FLOOR MIN. 6" JOB#: 15-040 SEA.ALL AROUND PENETRATION WITH COMPATIBLE ROOF CEMENT /o/ NOTE: PLUMBING PREMANUFACTURED SEISMIC RESTRAINT SYSTEM DETAILS r TYPICAL PIPING IN WALL a HOSE BIBB ON ROOF APPROVED. SUBMIT WITH REVIEW SUBMITTALS. pq,0 NOT TO SCALE p4.0 NOT TO SCALE 1 GAS WATER HEATER P4.0 NOT TO SCALE P4.0 REVISIONS: e e e e I 1EAIARK4 BUILDING GENERAL NOTES �S EQUIPMENT SCHEDULE Ac AH, FG a R�1oA S Ne�gSCONNECT3eVEQ I. All CUTTING,CURBING,PATCHING,PALMING,EQUIPMENT PLATFORMS,AND STRUCTURAL 0Ni9 WINF4Ee9PROCAAMWBIE CORNDLIFP A vF0 DFNSAIE PUMP p! SUPPORTS,PLATFORMS OR CMWPL(S BY GENERAL CONTRACTOR. o� vIANOAA DUTY Y(tiL%1 IIEM DES�FM'1L,N LIfGR A10AB. PRIM 11 MIA1IEO S:WLY fXK$11E k.A"'LOAD Mill It AIWi1AWt MAI]FNI FNIFRNGAIRj ELFLI NiJV- FffR7E.NLY WEICTH ki VIARK5 I IN MRpKnSOU110N AWAY IilFt6 2. ALL CONSTRUCTION TO CONFORM WITH LOCAL BUILDING CODES. 10R LlAMl1 NR LO.My RY 6Y AR AS FS F NoroacgNllwl PAlw!L er nw.c 3. THERMOSTATS TO BE MOUNTED AT 4'-6"FROM FINISHED FLOOR ON Well OR COLUMN UNLESS �^12 L FAN COIIA(II.I.FOOVVN BY KVAC OTHERWISE NOTED. N lSM CTM NWG $EAL^IBIi IATBIT ipTAl TYPE NM QIIPI7T ElE I18 ® WS VOLT$ PA IV MCA 1 10 NATURAL G.O ALU My P1RREN It eA eYOKE OETECTIII eYEC wLLIOINGANY AND ALLIxRIaoc+Olru 4. ALL CONCRETE CUTTING,REMOVAL AND PATCHING BY GENERAL CONTRACTOR. AID COOL 05 N W 11 EER • -ANELEBeMr 14 6MFS FLOOR DARER 48TCEW7A2A5 IHNLC HVIIC 2400 980 BIM 879 4 72A CiA6 106] 150 120 I10 2pB ] 329 E 989 12 0 12 PRDVWEAN ELONOLQERNOOOWITH9 ._INLRUF<IK.tOO 5. PLL TRENCHING.flACKFlLL AND COMPACTION TO BE BY GENERAL CONTRACTOR. 1 AND ONDEEU.TEDOAgAMPERERYIfp WRN BEUIR! HEAL 27 !A - THERMAL. 021 ECOR_.DMIRRACKIATOR ANDTHEACUNM WALL eE 6. ACCESS DOORS,OTHER THAN IN DUCT WORK,TO BE FURNISHED PAID INSTALLED BY THE PC FAX COL 20 CFM TRANSFER 0001 85 F9 67 19$EfR P20v COW EmIfmK*OU UfTv cC YgIY CONrFTL GENERAL CONTRACTOR. 1A2 DUCTIESS$PLIT MITSIIRGAi MST-AOONA INN.CAN19 INAC CON TA 13y70T ARFROM DO "FAT 190 IM 700 1 1 25 14 t3`E tXW KNN ALOWE WOTMC t4 MEOUY BTATIC BLOWER YOTIXI 7. PERMANENT ACCESS M EQUIPMENT ON PLATFORM OR ROOF TO BE PROVIDED BY GENERAL HEAT PUMP SALES VAEF PUMP HEN 2] 56 - ROM CU 82 HSPF Ii STAADWZ DRAM PAN$AND AtULAPON LWFA$ CONTRACTOR. Cu COMO UNIT COOL 85 /9 ID 16 BUROVA.MRS to at 182 DUCTIESS SPLIT MITSUBISHI K12 AEMA HVAC CONTR WAG CONTR I10 MB 1 12 W 10 1 CONTROU£09YCPC SYSiFY FELLA IMeINIEL CPCBMRD 8. ATTIC VENTILATION PROVIDED BY OTHERS. TRNISIOAMERAHO SY FEW H£N PLAW HEN 23 56 - t9 FACTORY CURS PC FANCOL 0 CFM TRANW ER COOL 05 /B ID MSEER 19 Dt IQFnoMDL aye, um Am TO mtc.w'OCH�Y CURB 9. COUNTER FLASHING AND SETTING FURNISHED AND INSTALLED BY OTHERS. zo ID &EOIWMINTPFRM1t®IF CUelq/EN TPEt9 ALLIIW 7 DUCTI F.SS SPAR MR511NEMI1 ALS21NANA INAC COHiP INN CONIR 175]07 AA FROM 911 IIFAT IOU 110 208 1 1 TA Egl 21 PREVIUMF M4112DO IDOOREOILE 10. CURBED OPENINGS,LEVELING CURBS AND STRUCTURAL SUPPORT REQUIRED FOR ROOF - HEATPUMP SAES VIA EF PIMP HEN 27 59 - OMCAI 82 X$R EQUIPMENT,SUSPENDED EQUIPMENT,DUCT AND PIPING,SHALL BE FURNISHED AND INSTALLED - OU UNIT COOL 85 BY THE GENERAL CONTRACTOR. 7 UI romo GONG $PIJI M11SUB6/11 MIY-AANA HVAC CON1N INAG CON1R 110 8TS I 12 92 1.2 11. ROOF JACKS FOR VEAL TERMINATIONS,FOR THIS SECTION ONLY,TO BE FURNISHED AND HEAT PLRW HFN 29 INSTALLED BY THE HVAC CONTRACTOR. 12. DUCT ENCLOSURES OR DUCT SHAFTS BY GENERAL CONTRACTOR. 13. ONE-HOUR SHAFTS AND FIRE RATED ACCESS DOORS FURNISHED AND INSTALLED BY CF 0GENERAL CONTRACTOR. EXHAUST FAN SCHEDULE 14. AR CONDITIONING REFRIGERATION SERVICE PORTS LOCATED OUTDOORS SHALL BE FRIED WITH LOCKING-TYPE TAMPER RESISTANT CAP OR SHALL BE PROTECED FROM UNAUTHORIZED ACCESS BY A MEAN ACCEPTABLE TO THE BUILDING DEPARTMENT PER CMC SECTION 1106.14. TTEMxb rxs r.PNrW A'EOR MODEL PROVIDED IFSPLLED FAN ELcT:IWG1l WEXNR REt LARKS �JA �q R TESTING AND ADJUSTING(CAL GREEN MANDATORY REOUIREMENTI I M841N W�/ACTOM VIWTGO wNGCLN BY BY CFI.' LG LOf/1TRI4 LOS CONTR[1 - Ew,FACTORY wvEM�fuRB M 1. THE WAC CONTRACTOR SHALL FURNISH ALL MATERIAL,LABOR,EQUIPMENT AND ALL CONTRACTUAL a =o1roI Nltle isYR IU1MP ro wAmlve/wrt a.ncllYu MECHANICAL BUILDING NOTES N W I. V0119 w. ♦ PROwOEwtTH eROBOIIFDA EXPENSES REQUIRED FOR THE COMPLETE TESTING AND ADJUSTING THE ENTIRE HVAC SYSTEMS& e PgOMDEW1TN DAC DRAFT O.WPER- CONTROL AND THE WORK SHALL BE IN COMPLLANCE WITH THE FOLLOWING RULES AND REGULATIONS. iU9ED g9COM-M"EC 1. THE HVAC CONTRACTOR SHALL FURNISH Nl MATERIAL.LIBOR.EQUIPMENT AND ALL CONITIACTU& BJROIAR BARD PY O.0 1.1. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH INDUSTRY BEST PRACTICES EXPENSES REQUIRED FOR THE COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM TO THE fF "j� 6 POw"'Pli OMRB O01i R'kYcwHA PAID PPPLICPBLE STANDARDS ON EACH SYSTEM. SATISFACTgN OF THE OWNER.MCHRECI M!D MECHANICAL ENGINEER. z aaaa 1 EQUIPMENT ROOM COOK ACRU-&196 HVAC HVAC i Y.1, O S ROOF ]Re / 46 1� CPC Z-g Y aOlRYP14mwIrM vC 1.2. IN ADDITION TO TESTING AND ADJUSTING,THE SYSTEM/SYSTEMS SHALL BE AR BALANCED IN ACCORDANCE WITH THE PROCEDURES DEFINED BY THE TESTING ADJUSTING AND BALANCING 2. THE INSTALLATION SHALL COMPLY WITH AND BE IN ACCORDANCE WITH ALL LEGALLY CONSTITUTED EF ON WITH BUREAU NATIONAL STANDARDS;THE NATIONAL ENVIRONMENT&BALANCING BUREAU PROCEDURAL AUTHORITIES AND CODES HAVING JURISDICTION,AND ALSO ALL OWNERS REQUIREMENTS. STANDARDS;OR ASSOCIATED AR BALANCE COUNCIL NATIONAL STANDARDS. µaN IGgY 2 WGNAN'S RE$TROOM COOK GEANI NVAC /NAG 200 0125 OELNG 120 1 120 W 16 LJONITS ALIAS 1.3. AFTER COMPLETION OF TESTING,ADJUSTING,AND BALANCING,PROVIDE A FINAL REPORT OF 3. THE WAC CONTRACTOR SWILL OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS % OG164 I TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. REQUIRED TO COMPLETE THIS JOB. ,c��q 800678 EF ON WITH 1.4. PROVIDE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAIITEWNCE 3 MEN'S RESTROOM COOK GEANI NVAC HVAC 200 0125 CEILING 120 1 121)W 15 LIGHTS 46 INSTRUCTIONS AND COPIES OF GUARRAMIES/WARRANTIES FOR EACH SYSTEM.0&M 4 FOR A PERIOD CONTRACTOR ONE PEARL GUARANTEE ALL EQUIPMENT,APPARATUS,ACCESSORIES HE FURNISHES y INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN MR.TITLE 8,SECTION 5142. 180 AND OTHER RELATED REGULATIONS. 5. OORDINATE THE SIZE,LOCATION AND SERVICE REQUIREMENTS OF P11 MECHANICAL EQUIPMENT AND AG kL 1.5. A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE ENFORCING C DUCTWORK WITH ALL TRADES PRIOR TO THE START OF CONSTRUCTION.REPORT IN WRITING ALL N9\ 11U+2P UNRESOLVED CONVICTS TO THE GENERAL CONTRACTOR AND COPIES SENT TO THE ENGINEER. - 2. THE WAC SYSTEMS INCLUDE BUT NOT UNITED TO THE FOLLOWING: 6. COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS,REGISTERS,ETC.WITH THE ARCHITECTURAL E%PIRES�Oct 31,2015 TF ON WRH REFLECTED CEILING PLAN,AND BUILDING SPRINKLER PLAN. t FROM OFFICE COOK fSLLAJI IM1[. P111AC 100 0.125 CEILING 120 1 saw - 16 LIGHTS $ 2.1. EXISTING AND NEW A/CAST UNITS. 10 TRANSFER FAN W142 2.2. MR DIFFUSERS,REGISTERS,AND GRILLES. 7. SEE STRUCTURAL DRAWINGS FOR EXACT LOCATION OF ROOF OPENINGS AND LOCATION OF EQUIPMENT iF ON WRH 2.3. EXISTING AND NEW EXMUST/TRANSEER FANS. ON ROOF. 2.4. EXISTING AND NEW SPLIT D/X A/C UNITS. 2 BACK OFFICE COOK Io'EANI HVAC HYIAC 10D 0125 CEILNG 120 1 68 W 1$ LIGHT$ 6 2.5. FRESH,IR INTAKE AND EXHAUST KNITS/LOUVERS. S. THE WIRING DIAGRAMS SHOWN HERE ME FOR THE PURPOSE OF INDICATING THE FUNCTION& TRANSFER FAN W142 1 2.6. MR ECONOMIZER AT THE A/C UNITS. OPERATION OF THE MECHANICAL EQUIPMENT ONLY.ALL FIELD WIRING,ELECTRICAL,OPERATING AND TF ON WRH 2.7. AN AR BALANCE TEST WILL BE REQUIRED TO VERIFY THE PROPER AMOUNT OF OUTSIDE AR TO SAFETY DEVICES SHALL CONFORM TO THE ELECTRIC&ENGINEERS PUNS AND SPECIFICATIONS WITHOUT 3 BREAK ROOM COOK GEANI HVAC WAC 250 0 12E CEILING 120 1 216 W 18 LIGHTS 5 COMPLY WITH MPUCABLE CODE VENTILATION REQUIREMENTS,BEFORE THE FIN&MPROV&OF EXCEPTION. TRANSFER FAN Gµ 184 THIS PROJECT. 3. THE TRAC CONTRACTOR SHAH WORK IN CONJUNCTION WITH AND INTERFACE WITH THE EMS 9. ALL STEEL DUCT SHALL BE NEW GALVANIZED SHED STEEL,RD INDICATED HE PUNS DUCT GAUGES, I CONTACTOR IN GETTING THE A/C SYSTEMS'CONTROL,DEMAND VENTILATION CONTROL,AND AIR CONSTRUCTION.SUPPORT AND INSTALATION SHAH BE ACCORDANCE WITH THE APPLICABLE DIFFUSERS,GRILLES,AND REGISTERS SCHEDULE F F7'PME SHAh HE STILE VdM CHUNG TYPE ECONOMIZER CONTROL CYCLE TO A FUNCTIOWL STAGE AND MEET THE DESIGN INTENT. MECIWA(1&CODE NA SMNCN. g 2. OE3 GNIePHiT IS to"NEAMAXNCOFO IF PLANS SliONASELECITON ¢ry RESU1IINCINANCHIGHENTHAN3D,CONSUL11"BIBNF910ff01E 10. FLEXIBLE DUCT SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE MECHANICAL CODES. N IWTN1ATICNI0IXMFIRMSIZE W n ITPANII wvvt,IIIN ME G17 0-)NEI F'NRJOFO NST"LE11 u,_. MOUNIr FA,Jr LISTED AE()L REMAIDIS 3 ELVISH 514yL TE 8AFU BtNIFL TO WTTCN AD,IOC@IT6UKACFS ALL TRANSVERSE JOINTS IN THE SUPPLY AIR DUCT SHALL BE SEALED PLR TIGHT'. USE AN APPROVED DUCT RY RY 181NRE TYPE SUESA& CAORROINATEMNTHARCHMECT ONBA N COLOR SERER N IN 11. FLEXIBLE CONNECTIONS SHALL BE PROVIDED FOR ALL DUCTWORK ATTACHED TO Aft MOVING D I`-`^• EQUIPMENT MOUNTED ON OR SUSPENDED FROM VIBRATION ISOLATORS.FLEXIBLE CONNECTIONS SHALL W W COVER DUCT OPENINGS DURING CONSTRUCTION(CAL GREEN MANDATORY BE MPROKD AND CONFORM TO THE REQUIREMENTS OF THE APPLICABLE CODES. SURFACE REQUIREMENT) CD2Rt MODULAR DRUB N:DI HVAC WAG 0.110 MOUNT 10X10 we 1-3 12. PROVIDE ALL FIRE AND SMOKE DAMPERS AS REQUIRED BY LEGALLY CONSTITUTED AUTHORITIES AND CORE CODES HAVING JURISDICTION. 1. THE HVAC CONTRACTOR SHALL COVER DUCT OPENINGS PAID PROTECTION OF MECHANICAL EQUIPMENT V SURFACE DURING CONSTRUCTION.AT THE TIME S ROUGH INSTALLATION,OR DURING STORAGE ON THE 13. GAS BURNING APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH A NG JURISDICTION. CONDITIONS, CD-207 MODRE ID115 AICD1 HVAC HVAC 245-430 MOUNT IA%I4 I1M10 1.1 CONSOTHER R SITE AND UNTIL FIN&STARTUP OF THE HEATING AND BE UNG EQUIPMENT,WITH T E. DUCT MANUFACTURER'S INSTALLATION REQUIREMENTS,MD LOCAL AGENCIES HAVING JURISDICTION. CARE AND OTHER RELATED AR DISTRIBUTION COMPONENT OPENINGS SHALL CI COVERED WITH TALE, PLASTIC,OF DUST O OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE TALL ALL DRAINS SHALL DRAIN TO UPC APPROVED RECEPTACLES,FURNISHED AND INSTALLED BY PLUMBING ♦ W. $WFACE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. CONTRACTOR. v G02W MODULAR THUS NL'A1 HVAC NWG A7.4TOD MOUNT IRMA 12X12 1-7 CORE 15. ALL WATER PIPING AND FIN&CONNECTIONS FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. SURFACE 16. ALL EQUIPMENT DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE PER RG&Ll SLOTTED TRUE 3OfL HVAC WAG a135 MOUNT an am 13 APPLICABLE CODES. FACE (OR EQUAL) (OREOUAL) SURFACE 17. ALL LINE AND LOW VOLTAGE WIRING PLUS FINAL CONNECTIONS FURNISHED AND INSTALLED BY THE 14134103 SLOTTED mum 3WL HVAC HVAC. 245430 MOUNT 12X12 IOY10 /-] TEMPORARY VENTILATION ELECTRIC&CONTRACTOR. FACE OR Etl OR EQUAL _ O 18. DISCONNECTS.TOGGLE SWITCHES,CONDUITS.TRANSFORMERS AND TIME CLOCKS FURNISHED AND SURFACE 1. THE HVAC SYSTEM WILL BE USED DURING CONSTRUCTION TO PROVIDE TEMPoRARM'VENTILATION. THE INSTALLED BY THE ELECTRICAL CONTRACTOR. ROAN SLOTTED TROS -A`.16FL HVA; HVAC 177y MOUNT IWO 16*8 1J RETURN MR FILTERS WITH MINIMUM EFFICIENCY REPORTING V&UE(MERV)OF 8.BASED ON ASHRAE FACE (OR EOUALI (OR EQUAL) 7500 52.2-1999,OR AN AVERAGE EFFICIENCY OF 30 PERCENT BASED IS ON HRAE 52.1-1992. 19. THE ELECTRICAL&MECHANICAL CONTRACTOR SHALL REVIEW THE ELECTRICAL PLANS AND DIAGRAMS CONTRACTOR TO REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY. PRIOR TO STATING WORK AND CONTACT THE AIR CONDITIONING INSTALLING CONTRACTOR IF CLARIFICATION IS NEEDED TO COMPLETE WIRING.THE ELECTRICAL&MECHANICAL CONTRACTOR,IN THE ^, FN L MMOESNIALL0ECONSTP4JCTFOCF MINIMUM 18 CAME PRESENCE OF ME HVAC CONTRACTOR,SHALL PERFORM A SATISFACTORY OPERATION&CONTROL �P FRESH AIR INTAKE SCHEDULE e A1IPMPY BOLTED TO A MMIIN eGNGC&UN"SUPPORT SEQUENCE BY RINGING OUT ALL CIRCUITS AND CORRECTING MY WIRING ERRORS. 'A 0 Sly 20. THE ELECTRIC&CONTRACTOR IS NOT TO START THE EQUIPMENT UNLESS IN THE PRESENCE OF THE y``'I�VV 2 UFT910 LE105 SHALL BE PWMM D 10 MLLP INLVENT WAIA A FROM WAC CONTRACTOR. Bi"O"A EIFTINO YP I.' I� Pf1".1�'. 'Afi TOLLED SULTIO HIM141IOAT OEM FKWAN($ 1 SROSCREENCOWIlUCTFDOF 17 GAVNAZFON[hM SHALL BE 21. HOOD FIRE SUPPRESSION SYSTEM PROVIDED,INSTALLED BY HOOD MANUFACTURER. L" firlTM PRESS VROOOY VEIOCHY LOS MOU TEOM THE HOOD) TIE EMT MW I EL OF MX IEU ALAI M(Of L).MST RUCI IUN N WG FFM FPM YEBOM'�90NRIESSTANT PA`.TEMEAS ENERGY COMPLIANCE NOTES 11El9M ALLMNIMSTRUCTIAM COMPONENTS SHALL BE L) FD OF 1/SBN I6CA"MAIRPE ALLOY ALUMINUM 1. SE PoINT OVERLAP RESTRICTION.WHERE USED TO CONTROL BOTH HEATING AND COOUNG,ZONE 1 FRESH AR TO EOLAP RM. COOT( 30X30CI 1MIG IFIIIE. 4500 M96 3M 12D in }(IL 10 m7®fOA N(10ALIBPMYSURORT STRUCTURE THERMOSTATIC CONTROLS PROVIDED A TEMPERATURE RANGE OR DEPDBAND OF AT LEAST 5 DEG.F I- 8 DEAIAMNW BASE SNAIL HALE CANTIMIOUSLY WELLIEDCIIRBCAP WITHIN WHICH THE SUPPLY OF HEATING AND COWNG ENERGY TO THE ZONE IS CAPABLE OF BEING - CIENNS111 FOR MAlSAN LEW MOTU CTION SHUT OFF OR REDUCED TO A MINIMUM.EMS CONTRACTOR TO INCORPORATE THIS INTO THE 7. ANK/W 111111 BAFRE SHALL WMVf AROLLEDBEADTOR CONTROLLER. J W N E EMT SMN BIM AN ENGRAVED AM IMNUtI NAIL ALAI L 2. OPTIMUM SLAM CONTROLS.EMS CONTRACTOR TO PROGRAM THE CONTROLLER SO THAT EACH WAC N e NMl0.ATE SNAU IIOCAM OESIGNOFMANDSTATC PRESSURE S S EM H4S CONTROLS THAT VARY THE START-UP TIME OF SYSTEM TO JUST MEET THE TEMPERATURE Q DO IS BLAGLM TINS Br 0 C SEPoINT AT TIME OF OCCUPANCY. 3. OFF-HOUR CONTROLS. EMS SYSTEM HAS THE CAPABILITY TO PROVIDE THERMOSTATIC SETBACK O ILL] Q CONTROLS. 4. SHMOFF DAMPER CONTROL.MECHANIC&CONTRACTOR TO PROVIDE CLASS 1 MOTORIZED DAMPER. J 3 5. LOW PRESSURE DUCT SYSTEMS.MECHANICAL CONTRACTOR TO ENSURE THAT AL.LONGITUDINAL AND TRANSVERSE JOINTS.SEAMS AND CONNECTIONS OF LOW-PRESSURE SUPPLY AND RETURN DUCTS ME = Z SECURELY FASTENED AND SEALED WITH WELDS,GASKETS,MASTICS(ADHESIVES), N O MASTS-PLUS-EMBEDED-FABRIC SYSTEMS OR TALES INSTALLED IN ACCORDANCE WITH ME LL MANUFACTURER'S INSTALLATION INSTRUCTIONS. W W �.II. HUMIDITY CONTROL. M.C./AC MANUFACTURER TO SET THE AC UNIT IN PREVENTING THE USE OF Z FOSSIL FUEL OR ELECTRICITY TO REDUCE RELATIVE HUMIDITY BELOW 60 PERCENT. U GO 7. HUMIDITY CONTROL. M.C./AC MANUFACTURER TO SET THE AC UNIT IN MNNTNNING A DEADBAND OF J AT LEAST 1-RELATIVE HUMIDITY WHERE NO ACTIVE DEHUMIDIFICATION TAKES PLACE. �O/Y/ r- Q V ATM � � A A DATE: OS-27-2015 DRAWN BY: LS \1M��4 �YVD�W SCALE: NONE CHECKED BY: DG SHEET DESCRIPTION JOB NO: E0015-187 M-1 HVAC EQUIPMENT SCHEDULE PUN NO: SR15-0187 SHEET TITLE: M-2 HVAC FLOOR PLAN WAC EQUIPMENT M-3 HVAC ROOF PLAN SCHEDULE M-4 HVAC ENERGY MANAGEMENT & WIRING DIAGRAMS SHEET NO: M-5 HVAC EQUIP. INSTALLATION & ELECTRICAL DETAILS M- 1 TIAs OIWMxO MP TIc IlE51F11 sI�FDRCTIDN WtTIH AIaE TxF IHIxNusMo.COPtRR11FD WqM aF 901IRCE IIFFROgATnn&INAc.nc.ANO wY xm I8 USED.IwvI1G1m oR OlscDxEO wllxour TIE wNr1Ex PEa sOx a TwIRCE MTNOgATNx a IWc Nc. ALL Ixsxls ggBAm. souaa REFIxOFRA1xW m IWAc.Ixc.Mu IIOT a IEswxMYF FOR Am caNslxucllOx wOaK vFRFaRMO wmI Am OBSOLLIE vuxs. rt Is 1HF IIEsvYRIRIm a FAcx mx1A.c1aR TO a sI1IE TxLY ARF uslxO TIE uTEsr vuNs REVISIONS: p OO 10 4 ( O6 O7 O8 O9 10 36X18 RETURN AIR DUCT RG-609 1520 CFM BOTTOM OF RG MOUNTED 10'-0"A.F.F. REFER TO DETAIL ON SHEET M-5 IREzo I r-1 FN 1 ® ® ON GOF 36X18 RETURN AIR DUCT RG-609 1520 CFM BOTTOM OF RG MOUNTED \ / REFER"A.F.F. \ O ® DO REFER TO DETAIL ON SHEET M-5Ll F rc 0 18"f SD ) EF I � ON ROOF z aaaa A \ 8"f _---_ N CD-204 Sp 22"X22"EXHAUST DUCT 600 CFM CD-204 M CD-204 UP To EF-1 a-W o 4-WOu.NICAt 1 60IN 0 CFM 600 CFM ® c9 # UO678 $ 1 12"0 12"0 1 12"X48"EXHAUST RISER TO a f + TERMINATE AT 18"AFF WITH s scNnTuaE SO 1'MESH SCREEN AT INLET. 'lF SEE SHEET M-5 DETAIL#18 E%PITIES.OM 31,2015 CD-204 CD-204 V 4-W 4-W FT 800 CFM 1 600 CFM j 12"f 12 0 I I I I - - - - CD-204 CD-204 600 CFM 600 CFM „ 12"0 12"0 g y CD-204 4-W + a k 600 CFM 8 v V f + I I I I - - - - - - - - - - O MEZZANINE FLOOR PLAN Q 36X78 RETURN AIR DUCT RG-809 1520 CFM BOTTOM OF RG MOUNTED 10'-0"A.F.F. 36X18 RETURN AIR DUCT REFER TO DETAIL ON SHEET M-5 FM BOTTOM OF RG GCMOUNTED O C 18'f p ) 10'-0"A.F.F. Q REFER TO DETAIL ON SHEET M-5 P.C.TO ROUTE CONDENSATE DRAIN TO AN APPROVED 10"f EXH.DUCT PLUMBING RECEPTOR "L / 0 1 Lu 4oWzoa sD 18m U.T.R.To vENT CAP HVAC SYMBOLS LEGEND 12"f 1 600 CFM 2"f N (N) ff (N) (N) SYMBOL ABBR. DESCRIPTION i zao CFM 200 C v� - �' - T` RETURN ARROW CAC T O ® DUCT STRIP-HEAT VOLUME—PER REAK ROOM ® BUANDIxc ILJIPLR W 1 2 3 4 5 ' ❑ BD BMXc DRAFr DAMPER J w N MEN WOMEN 10"f � ZD ZONE DAMPER,CLOSE ON HEAT Q 00 ° - CD-204 - - - - ri�l - 0" CD-203 O � FD FlRE DAMPER O W Q CD-204 CD-204 CD-204 _ CD-204 RG- 3 CD-204 4-W 4-W 4-W 600 OF 4-W DC DC 250 CFM FS FIRE/SMOKE DAMPLR -Li 3 4-W } } 600 CFM 600 CFM 600 CFM } 600 CFM f 600 CFM (N) CFM g"y TF (N) SD SD DUCT SMOKE DETECTOR O y 12'0 16'f 12"f 12"f y 16'f 12'f 1� DC = Z v v v v RG-601 6"f DC FRONT C BACK 2503CFM La Z DQ DC DOOR UNDER CUT `l CD-201 OFFICE T� OFFICE o FC (N) DL DL DOOR LOUVER U � J ELL2 O Q Of Too CFM O J ELECTRICAL JUNCTION BOX 0 a (N) F1 T CD- FM pT T 2AZ��MSSHIELZED SNERN CONDUTTD GENERAL LEGEND V 6"f HVAC EMS PANEL BY EC. R-601 O ® RH W 2225IGH MIDITY SENSORSHI EQUIPMENT REM NUMBER SHIELDED CABLE IN CONDUIT TO ® - O - O - - - 1 - - - HVAC EMS PANEL BY E.C. (REFER TO HVAC EQUIPMENT SCHEDULE SHEET) 6"0 OT T, PROGRAMMABLE T—STAY W/NI SET SACK �\ • /(N) 7F O PHOTO CELL, P.C.TO ROUTE CONDENSATE 2 PC PC W 2 INSTALLATION DETAIL REFERENCE NUMBER 2AWG SHIELDED CABLE IN CONDUIT TO `�S� DRAIN TO AN APPROVED 100 CFM HVAC EMS PANEL IN MEZZANINE BY E.C. PLUMBING RECEPTOR co CO2 Coe SENSOR EQUIPMENT STATUS (REMODELS ONLYI • (TYP 2 PLCS) E) - EXISTING • © T2 RETATNE INUMOTn.coz AND TEMP M - MODIFIED coxm sFNsaR N) - NEW R) - RELOCATED U) - USED HVAC ANNOTATIONS RESPONSIRILITY G.C. - GENERAL CONTRACTOR DATE: 05-27-2015 ABBR. DESCRIPTION ABBR. DESCRIPTION H.VA.C.C. - HVAC CONTRACTOR DRAWN BY: LS P.C. - PLUMBING CONTRACTOR S.A. SUPPLY AIR F.P.S. FELT PER SECOND R.C. - REFRIGERATION CONTRACTOR SCALE: 1 '-O" R.A. RETURN AN S.F. saWRE FDOT R.EC - REFRIGERATION ELECTRICAL CONTRACTOR CHECKED BY:i DG E.C.. . - ELECTRICAL CONTRACTOR EA EXHAUST MR E.S.P. EXTERNQ STATIC PRESS. E.M.C. - ENERGY MANAGEMENT CONTRACTOR JOB NO: E0015-187 Q.S.A. OUTSIDE MR M.V.D. MANUAL MOWME DAMPER GENERAL NOTES PLAN N SRis—o167 TA TRANSFER AR A.F.F. ABOVE FINISHED FLOOR SHEET TITLE: EXH EXNMNsT P.O.C. POINT OF CONNECTION 1. DO NOT SCALE DRAWINGS. HVAC ON DOWN P.O.D. POINT OF DISCONNECTION 2. REFER TO HVAC/ENERGY MNGMNf.WIRING DETAILS SHEET FOR FLOOR PLAN U.T.R. UP THRU ROOF N.I.C. NOT IN CDNTRMC ALL EQUIPMENT WIRING. D.T.R. DOWN THRU ROOF S.S. srANLEss STm 3. REFER TO EXHAUST HOOD DETAILS&CALCS SHEET FOR SHEET NO: C.F.M. CUBIC FEET PER MINUTE W/ WITH ALL EXHAUST HOOD DETAILS AND CALCULATIONS. d ///'''�� M.V.D. MNNUAL voLUME DAMPER 4. REFER TO HVAC INSTALLATION DETAILS SHEET FOR ALL /I / EQUIPMENT DIMENSIONS AND SERVICE LOCATIONS. '�/' L THIS DRAWING ANO THE DESIGN SPECIFICATIONS WITHIN ARE THE UNaueusHED.COPYRIGHTED WORN OF SOURCE REFRIGERATION A HVAC.INC.AND MAY NOT BE USED.DUPUCA C OR DISCLOSED WRHOUT THE WFRRN PERMISSION OF SOURCE REFRIGERATION A 1rvAC.INC. ALL RIGNTS RESERVED. SOURCE RERWEMTMN k IWAD.NO.Mu NOT BE RESPpMMIE RDR aW NIASTaX:IIDN 1TMNI!PL%OMEO MIN ANY DISMEIE PW6. IT 5 THE RE�OINSIBIIM di ENCH CMR Tdt ro BE SURE THEY AlE unXO TIE IaEST PWNS REVISIONS: F O O 4 O (D O 8 O 10 Fa O CONDENSATE DRAIN e900678� BY P.C. (TYP 4 PLCS) (N)AIR COOLED CONDENSER O N scNAmRE SEE R SHEETS FOR DETAILS 880 CFM NTAKE F, (N) �4 (N) ® AND EXACT LOCATION W/MVD SET WEIGHT:900 LBS ExPIREs:0Gt 31,2o15 ® WEIGHT:900 LBS TT 880 CFM EF F ICI O.S.A. INTAKE G.C.TO PROVIDE LEVEL MVD SET 1 \ SURFACE TO RECEIVE \ \\ FACTORY CURB // \ / \ (TYP 4 PLCS) / \ 2-COND. 22 GA SHIELDED CABLE \ \ TO LIGHTING ALARM AND EVAC CONTROL PANEL SEE R SHEETS FOR DETAILS \1 2 COND.22GA COMM. CABLE TO AIR-COOLED CONDENSER III III I I I I (SEE R-1 SHEET FOR EXACT 1 I 1 CONDENSER LOCATION) s I jl jl I I II I I I I j j I I I CJ C � V II II I I I Ct I I I I C I 1 II II I I 1 I \ 1 O .a0 Cc j !I !I BBO CM O.S.A INTAKE �I W/MVD SET Lu 880 CFM W ® 2 COND. 22GA COMM.CABLE rT O.S.A. INTAKE OU J M 2#16 GA SMOKE DETECTOR LIJ W/MVD SET G.C.TO PROVIDE (N)e Q N !IIII !IIII �(N) INTERLOCK WIRING LEVEL PLATFORM D 00 00 e (N)� VENT CAP K W Q EIGHT:900 LBS WEIGHT:900 LBS J 3 O G.0 TO PROVIDE WEATHER TIGHT ROOF W W OPENING FOR CONDENSING UNIT LINES L) Z 8"X4"ID COORDINATE SIZE AND LOCATION WITH HVAC CONTRACTOR 0 Q G.0 TO PROVIDE WEATHER TIGHT ROOF O C, OPENING FOR CONDENSING UNIT UNES 12"X4"ID COORDINATE SIZE AND LOCATION WITH HVAC CONTRACTOR (N)eI I 2 _ (N)e O Mir": !I G.C.TO PROVIDE LEVEL PLATFORM ROOF LEGENDOf DATE: 05-27-2015 - TYPICAL ROOF OPENING DRAWN BY; LS SCALE: 1 8"= 1'-0" O - ROOF MOUNTED EXHAUST FAN LOCATION CHECKED BY: DG JOB NO: E0015-187 ® - GAS SUPPLY W/SHUTOFF VALVE (LOCATED NEXT TO UNIT, BY P.C.) PLAN N0: SR15-0187 SHEET TITLE: HVAC ROOF PLAN SHEEP N0: NIS D—IG aH0 NE DEswx EPEcmamrs III M ax NE uxwmaRn.-RED woRR OF SOURCE TSFRIG81 nox a HwIG.ne.Ko wr ra.BE USED,DIP—D OR Dis—ESE wmr0ur NE wRmER PERIISSiox OF muRCE REmmEI-01 a RIGHTS RESE —REeRo B s HwC.NC.Rw1 xor BE REBCGREINL Io —COraTSIICIIGx wove PERfdtlxlf Br —OPuxs. rt is RHE RESPOxsiBiurc oc Eux c0xrwn0R.o�sox RHEr wx usRn nx uiE.ar corn. REVISIONS: EMS BOARD INSTALLED AT NOTE: NOTE: Y� s CONDENSER CONTROL PANEL BOARDS ARE WIRED IN Darr CHAN FORMAT 1. DIFFERENTIAL PRESSURE SWITCH TO PROVE FAN BEFORE COOLING ROOFTOP AC UNIT (RTU) s (REFER TO REFRIGERATION REHER TO R-SHEETS SHOWING THE EMS CAN START SHALL BE NEEDED ONLY IF THE RTU DOES NOT PLAN FOR MORE INFO) ARCHITECTURE To SEE DASY CHAIN CONFIGURATION. COME FACTORY WIRED WITH FAN PROOF COOLING LOCK-OUT. HVAC TO COORDINATE WITH SOURCE REFRIGERATION IF THE DP EMS BOARD EMS BOARD SWITCH IS NEEDED. INSTALLED AT RTU INSTALLED AT RTU 208V FROM RTU - CONTROL PANEL 2. DIFFERENTIAL PRESSURE SWITCH TO BE MOUNTED SO THAT IT IS CONTROL PANEL PANEL BY E.C. PROTECTED FROM THE WEATHER,IN THE RTU ENCLOSURE OR REFRIG NEW WEATHER PROOF ENCLOSURE AS NEEDED. i o CONDENS GENERIC GENERIC 3. SENSING/SAMPLING TUBES PROVIDED AND INSTALLED BY C o o F i 2C 22AWC SHRING) G HVAC UNIT _. L WORK WRING)_.__ HVAC UNIT R.C./EMS. a z $ 1111 __ ar Rc R G Y7 Y© W1 0 �p ry - _ I I I I 3C 22AWG SHEILDED DP SA DP SA s a ` SMOKE E RO¢KEAYGWfML TERMINAL INSIDE RTU (NETWORK WIRING) $o "� - ❑ ROOF ROOFUNE �s < ___� I SHUT-DOWN wlrDNc> I I I I \) ey ---FIELD WIRING BY E.C. gg POWER SUPPLY TO COMBO _ SD \ SID 0 �p3 W SENSOR AND TEMP COMBO J p GNO _ \ \ Q SENSOR(TYP.-4) L J - I� FACTORY WIRING \ SUPPLY AIR DUCT \ RETURN AR DUCT \ SUPPLY AIR DUCT \ \ 9 O MULTIFLEX \ \ SENSING/SAMPLING TUBE FROM HIGH LJ oek nexec o0s oew RELAYS \ \ PRESSURE PORT TO SA DUCT FOR •�,q{y� LJ u u SENSING SA DUCT PRESSURE. 2-COND 22GA SHIELDED \ %\ CABLE TYP.TO RX-400 AT G E) e e '0 \ \ NO SAMPLING TUBE NEEDED FOR LOW REFRIG EQUIPMENT ROOM "18'951°�"° 0 y2\ yr\ PRESSURE PORT. AMBIENT SERVES AS -_ECONOMIZER REFERENCE PRESSURE. F---- j C ,, u s3 s® ❑❑❑❑❑❑❑❑ --ACTUATOR �® \ \ DIFFERENTIAL PRESSURE SWITCH DETAIL \ \ oEEWEEo \ MULnRIX mLO BOAIRW 2-COND 22GA SHIELDED BIRD STATUS POINT ST TO DFBOOPIIDM.wIwNB CABLE FROM OTHER RTUB N AYDII AY AGi SPACE TEMP A -FELD DAISY CHAIN. RH,CO2 AND TEMP COMBO SENSOR LIS AGI FANPROOF fA BW B -FEED J MOUNTED STORE MN All DI4 AGI 6A TEMP PH(A -FEW SPACE TEMP(ZONE)_— J EMS BOARD AT RTU craNlcn< AVDIS AGi CC29EN6OR A -FEED J #800678 AYD16 AG1 NIII AR8ENSOR AI-FIELD FAN PROOF(DP SWITCH)___—J r A-I AG1 Wf8EIE RH BENSCR(A -FELD L AYDIS AG16oALARM -FEED -J } ___ DUCT MOUNTED SMOKE DETECTOR SUPPLY AIR TEMP --J r SEE SMOKE GLOBAL SHUTDOWN WIRING v,SIGNATURE L5 RC1 AGi FAN-FEED 18 AWG 2C ( ) R03 A01 CC0..FEED ---J CABLE BY E.C. y OF Q�ae ddMfifi RELATIVE HUMIDITY SENSOR= BOB AGIIEAT-FELD FINISH FLOOR FINISH FLOOR � BOB - J IIII NOTE: EXPIRES:Oct 31,2015 ROT A01 OEHUADIFDATKMJ-FIELD 002 SENSOR-------J THIS IS A TYPICAL DIAGRAM TO BE USED Rob - OUTSIDE AIR TEMP SENSOR--------JJ AS A GUIDE. MORE OR LESS COOLING AND AGi AGI ECCNOMQER-FEED (ONE PER STORE)-------- HEATING CONTROL POINTS MAY BE NEEDED DEPENDING ON THE INDIVIDUAL SYSTEM. AOS OUTSIDE RELATIVE HUMIDITY SENSOR----- A0n (ONE PER STORE)- J N AUDIT AG26PACETEMP(AD-FELD AIDS AG2 FAN PROOF DP SWR- Op-FEED EMS INSTALLATION NOTES NOTE WIRING LEGEND AIDS AG2 FAN ATEMP(F -FED All AG26PACERH(AI)-FELD 1) THE ELECTRICAL CONTRACTOR IS TO REVIEW THESE PLANS AND DIAGRAMS PRIOR TO STARTING WORK AND IS TO AVD5 ACQCO29EN60R(Aq-FELD CONTACT HVAC AND REFRIGERATION CONTRACTOR IF CLARIFICATION IS NEEDED.UPON COMPLETION OF THE HVAC ———— FIELD INSTALLED MIRING AODI6 TYPICAL RTU CONTROL DIAGRAM 1 THIS DRAWING IS DIAGRAMATIC IN NATURE AND IS RELATED ELECTRICAL WORK,THE ELECTRICAL CONTRACTOR,IN THE PRESENCE OF THE HVAC AND REFRIGERATION . AYOI] - $ CONTRACTOR,IS TO PERFORM A COMPLETE TESTING OF ALL CIRCUITS AND MAKE ANY CORRECTIONS NECESSARY. INTENDED TO CONVEY INSTALLATION REQUIREMENTS All AG26DALARM -FEED THE ELECTRICAL CONTRACTOR IS NOT TO START ANY HVAC RELATED EQUIPMENT WITHOUT THE AUTHORIZATION OF REGARDING THE ENERGY MANAGMENT CONTROL SYSTEM. Ro1 ACQFAN-FEED M tl HVAC CONTRACTOR. R02 AG2c00L-FEED 2-COND 22GA THIS DRAWING IS PICTORIALLY DRAWN FOR CLARIFICATION Ro3 - SHIELDED CABLE TYP. TO EMS BOARD i 2) ALL WIRING,CONDUIT,COMPONENTS,AND HIGH VOLTAGE CONNECTIONS ARE TO BE MADE BY THE ELECTRICAL PURPOSES ONLY, DO NOT SCALE. THIS DRAWING IS F m Roo —EAT-FELD TO EMS BOARD AT AC-1 A7(�, C C CONTRACTOR.ALL WIRING IS TO BE COPPER. NO ALUMINUM WIRING IS TO BE PERMITTED.ALL WORK IS TO MEET GENERIC. BOB CONDENSER PANEL M APPLICABLE CODES.REFRIGERATION CONTRACTOR IS TO MAKE ALL LOW VOLTAGE WIRING CONNECTIONS TO CPC Ro6] AG2 DEHUMDIFDaTgN.FIELD — — 208V FROM RTU } PANELS AND SENSORS.ELECTRICAL CONTRACTOR IS TO PULL ALL LOW VOLTAGE WIRING. jyQ RO - _----- — PANEL BY E.C. 2. SA SENSOR AND DIFFERENTIAL PRESSURE SWITCH 3) ALL LOW VOLTAGE WIRING IS TO BE MINIMUM 22 GAUGE SHIELDED CABLE RUN IN SEPARATE CONDUIT FROM ANY Ao-e AG2 EOC-FEED AG2 Q OTHER HIGH VOLTAGE SOURCE. SENSING TUBE TO BE INSTALLED IN THE SUPPLY AIR DP-DIFFERENTIAL PRESSURE SWITCH(FAN PROOF) , V DUCT DOWNSTREAM OF THE FAN AND COILS AND A23 EMs ROARo 4) IN ALL INSTANCES THE ELECTRICAL CONTRACTOR IS TO CLEARLY TAG ALL CABLES AT EACH END FOR TERMINATION s -SUPPLY AIR TEMP SENSOR _ _ 3/4"EMT IDENTIFICATION.THE FOLLOWING INFORMATION IS TO APPEAR ON EACH TAG: FURNACE AS CLOSE TO THE RTU AS POSSIBLE. IN SOME N oa' IAca SPACE TEMP(Aq LO CONDUIT TO INSTALLATIONS, THE SENSORS MAY NEED TO BE INSTALLED ADII AG1SPASETEMAN PROOF T F1� JUNCTION BOX AT (A)POINT NAME BELOW THE ROOF LINE. OS -SPACE TEMP SENSOR AYDIa AG38A TEMP A -Pao - CEILING/ROOF (B)ORIGINATION A'✓DI4 AG36PACE 91 -FEIo AG-2 LEVEL, Tz -RELATIVE HUMIDITY,CO2 AND TEMP COMBO SENSOR AYD 6 A_CC29ENOR(a -FELD - CONTINUING TO 5) THE ELECTRICAL CONTRACTOR IS TO TAG ALL HIGH VOLTAGE WIRES SIMILAR TO ABOVE. 3. ONLY TWO SPACE RH SENSORS ARE NEEDED PER STORE. AJD6 — 208E FROM RTU EMS BOARD AT OUTSIDE AIR TEMP SENSOR A✓D 6 ONE WIRES TO AN RTU SERVING THE FRONT HALF OF AYDI> - �- - PANEL BY E.C. RTU 6) THE ELECTRICAL CONTRACTOR IS TO PROVIDE CABLE OF SUFFICIENT LENGTH TO EASILY COMPLETE ALL So - o AG36oALARM(d)-FEED THE STORE, THE OTHER TO AN RTU SERVING THE REAR TERMINATIONS.THE ELECTRICAL CONTRACTOR IS TO NEATLY COIL AND SECURE ALL CABLES AT THE CONDUIT ENDS. Rol —AN-FEED HALF OF THE STORE. Ho-OUTSIDE RELATIVE HUMIDITY SENSOR @ Ro2 IAG3000.-FELD 7) SPLICES IN THE EMS CABLE ARE NOT PERMITTED OTHER THAN WHERE CONNECTING TO SENSORS. u Ro3 - F m Ro4 AG3IEAT-FELD e> ALL HIGH VOLTAGE WIRING TO BE TERMINATED BY THE ELECTRICAL CONTRACTOR. 4. ONLY TWO OUTDOOR RH SENSORS (WHEN USED) ARE sD -SMOKE DETECTOR Rol, 0 - NEEDED PER STORE. ONE WIRES TO AN RTU SERVING 1- IAC3 DEHUM[MFICATgN-FIELD SALES 0 9) ALL CPC SENSORS,BOARDS AND TRANSFORMERS ARE TO BE SUPPLIED BY R.C.&INSTALLED BY HVAC Ro] - AC-3 HUMIDITY/CO2/TEMP CONTRACTOR.PROVIDE AN EMS BOARD ENCLOSURE AS REQUIRED-HVAC CONTRACTOR TO PROVIDE AND THE FRONT HALF OF THE STORE, THE OTHER TO AN RTU R -RE-USED ROB - SINGLE INSTALLCONNECTION OF THE SENSOR WIRES TO THE CABLE SHALL BE JOINED BY SOLDER JOINT,OR 3M UY SERVING THE REAR HALF OF THE STORE. Ao-1 AG3ECONDMIffR-FEED COMBO SENSOR GANG BOX CONNECTOR DO NOT USE WIRE NUTS FOR JOINTS/SPLICES. N -NEW Aa2 - 208E FROM RTU LOCATION MAX poi J� II��II - PANEL BY E.C. HEIGHT NO COVER 10)ALL ENERGY MANAGEMENT WIRING MUST BE DONE IN CONJUNCTION WITH OTHER ELECTRICAL WORK AND MUST BE A— - ❑— I� 7'-6*AFF COMPLETED PRIOR TO THE HVAC EQUIPMENT START—UP. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WORK N AVDI 1 'AU SPACE TEMP(AI)-FELD _ WITH THE HVAC&REFRIGERATION CONTRACTOR FIELD REPRESENTATIVES AS NECESSARY. AJD2 ;AGA FANPROCE SVVR- -FELD r AYD16 AG48ATEMP AI-FELD 11)THE CABLE SHIELD GETS TERMINATED AT ONE END ONLY—CPC BOARD END. THE SHIELD DOES NOT GET A✓D 4 AU SPACE TSR -FELD TERMINATED AT THE SENSOR END. SHIELD TO BE CUT BACK AND TAPED TO CABLE AT THE SENSOR END. AVDI 5 'ACACO29EN60R(AI) FELD 6 12)NETWORK WIRING TO BE IN DAISY CHVN FORMAT. AYDI> AC-4 AYDI8 AG48D ALARM(DID FEW - 208E FROM RTU STRUCTURAL Ro1 ACAFAN-FELD r'. PANEL BY E.C. COLUMN .c R02 AGa COOL ELD 3 -F - R0 jR0 —HEAT-FELD _ A — R05 J M g ROB AGIDEMIMDIFICAIgN-FIBD _ _ FRONT VIEW SIDE VIEW W LV ROT cV ROB Q DO AGI AGIECONCMMER-FELD 0) Ao2 - 0 W AOn Q A03 J HVAC EMS OVERVIEW EMS BOARD POINTS LIST AT EACH RTU BOARD PANEL RTU MULTIPLEX BOARD DAISY CHAIN WIRING TEMP. HUMIDITY, CO2 SENSOR MOUNTING DETAIL = z � o NOTE- ROOFTOP AC UNIT (RTU) 1. SENSOR TO BE MOUNTED SO THAT IT IS PROTECTED FROM THE C) Z WEATHER,IN THE RTU ENCLOSURE OR NEW WEATHER PROOF _j ENCLOSURE BY HVAC AS NEEDED. O� O Q 208V FROM RTU IS e-coxo TNERMos1gT WIRE eK' 4 F cD, e sg PANEL BY E.C. ----v MULTIPLEX BOARD cDM z BM3a 2 �r--�--- ---- e Q c o a.vac sl y FLg w O®E L aO o i -r---- -------- R. AL.LISTED AT HM TRTU BY R.C. Y ® W1 ® ❑ �_-- ,- �eB IN I VL ILL N g r -_ O TEMP, CN BMOK EL-Y I PRovDEoGSTALLEG BY EG MULTIFLEX BO&RDU I� L - 1II1.GNo L L, ___ E c E EIELG WIRING �•I ® OOODQOOOQO HUMIGI TY 7��.Y 12OV co,��II,,MS BOARD AT RTU pTRANSFORMERm mDATE:(SEE TYPICAL RAT) RTU BrRC aL2 GN, DRAWN BY: LS N.C. --RTU CONTROL D U.-o EG JI §I24I r I < Powcre sucPly SCALE: NONE ❑ O TEMPERATURE qT pC0 UNIT LM r J zn CHECKED BY: DO, (----- J s /n JOB NO: E0015-187 - - o e o000 \ ® PLAN N0: SR15-01117 COMMON ALARM SHUT—DOWN 8 �Y SHEET TITLE: '°' ry _ — 208VAC SENSORS INSIGE COVER MOUNTING PLAT COVER INCLUDES SENSORS WAG ENERGY E w/rERMINAL BLOCKS MANAGEMENT h N N <W o N NOTE, a a �eos� WIRING DIAGRAMS PBovI FEL-SG ENSTAOR CABLE SHIELD DOES NOT ND UL LISTED TRANSFORMER AIR PRoou_AND coNTROLs.INC. TERMINATED AT SENSOR END. PROVIDED BY E.M.C. -P LPHoioEECTR( )PE) MULTIFLEX BOARD SHIELD TO BE CUT BACK AND SHEET N0: LEG By E TAPED TO CABLE. SMOKE GLOBAL SHUT—DOWN WIRING DIAGRAM FOR RTU HVAC SUPPLY & RETURN AIR TEMP SENSOR TRANSFORMER TO RTU MULTIFLEX BOARD WIRING WALL MOUNT HUMIDITY/CO2/TEMP COMBO SENSOR DETAIL M — 4 THIS ORAWIxG AxD THE o 11N sPECTNSAItoxs WDHIN ARE THE uxvususHEo.Co FTFUo woRK of souxCE RErnICE 1 1 HVAC.INC.AND MAY NOT 11 us[D.DuaucnTEo 11 DISCLOSED WCROUT THE WRITTEN PERML45W OF SOURCE RFFPo4FRAT N k RVAC.INC. ALF RTDHTS RESERVED, 51111E RETF—IN k HVAc.INC.MLL 101 K RESPoxsISlE FOR Am CDNsiRUCWON woRK PERFORMED w ary aesaETE Puxs. 1 11 THE REsvoN 1111 Y of FACH coNTRASTOR To IF SURE—ARE usINC THE uTEs1 Puxs. REVISIONS: B1� ns NOTES: 33-3/ 1.DIMENSIONS ARE IN ® D INCHES, �( ® A 4• d FAN COIL MSZ-A09NA 3.�DIRECTION OF AIR FLOW 1p• - 2.& CENTER OF GRAVITY 32-1/ E(OPTOo IAL HOOD �^ 4" ) 16 ly+ � - rl H� Inlet ivy !t��T-SQL AtAY^ow Dimensions are in inches t5 t/z ® alluc J 1_aH C 25-5/8 10-7/8\,J Roof Air Flo OTC �GRIUE RETURN AIR RETURN Opening uaeel:GC-122-1. A^�n lF A 44 AIR MODEL A B C G T Sq. Square I I A Sra ,a,/z MaGP =nIP b,<Ir,°n6 I I B STEEL 15 1/2• GC-122 Prt}IBS -lne 14 X 25)is 22/le 13 s-1s/ie"O.D. /• / T/a W E ALT. - 100 ) 2 16 DIaMOrge I'�12-3 C 151 2' GC-142 151HS T� CON DEN SA _ rl • D 4• GC-16a 15 IH5 X DRAIN OF EN 17-3/4 120 19 XI, 30 3(s 28 Y4 2 20 15 Jr2 a-3 Air Flaw E 4" GC-tp2 161H5 18-1/8 Z N DEN SUPPLY LY 26-1�2-3/8 SAIR LY / �— F _1 2" 6-1/8 12-1/4 SEE THRU TH L3-t/ H 831W 14-1/4 BASE CHART 6-1/4 J 5 15/16" 165 20 19(6 34 1XB 30� 2 24 19 Y2 I"14" K 12 3/4" 3-3/8 2-1/8 L B 11/18• 25 4 FLUE u �3'1q. HOOD 18-1 2195 24 13(s 39 7Afe 36 3 30 25 X2x 1-1/4 74-3/8 a CONDENSING UNIT-MUZ-A090NA w TOP K 4-s/e 4 ROOF EXHAUST FAN(COOK ACRU-B) 3 INLINE FAN (COOK GIN122-184) 2 CEILING EXHAUST FAN (COOK GC) 1 SPLIT SYSTEM (MITSUBISHI MUZ/MSZ-AO9) CONDENSATE TER z aaaa SECURITY BARS SHALL BE 1 2"REBAR,6"O.C.EACH WAY, SUE: DRAIN ELECTRICAL DISCONNECT WELOED TO 2°X 3/8"COLD ROLLED STEEL FRAME FRAME LOCATION SHALL BE SECURED TO CURBED OPENING WITH VANDAL PROOF FOR REFERENCE ONLY. C.C.To MODIFY EXISTING ROOF CURBS 25-1/8 OUTSIDE CONDENSER 1/2'DlA LAG BOLTS BY G.C. ro BUTT NEW uNIR. 16_3 4 RETURN AIR COIL �n NOTE: 11-3/8 SUPPLY AIR AIROYWNIGTT �� AIR FLOW AIR FLOW a J � OPTIONAL ILy SECURITY BARS ARE REQUIRED IN ALL DUCTS OVER 12'X72" sl ATUR SINGLE LINE 1�2 x 4" MIN HVIG UNIT BASE O 21-1/4 INSTALLLED 19-1/2 x DUCTWORK DUCT TAP DUCT CONNECTION s-1/6 D cN E 'GASKEONG CONVENIENCE X INNER FLANGE OUTLET M'v 7 6 FULL RADIUS ELBOW ELEVATION SUPPLY TAP SEW 6-5 826_3/4 �/ 3-3/a ;;;® *�.. 6-5/8 sGF CALe SUPPLY TAP TO AIR OUTLET (RETURN TAP SIMILAR) 'cnsKEIINc 31 1/4 BELIEF ETRIC EXPIRES:Oc131,2015 ouTER FLANGE FLOW 46-3/ 2"X 3/8'COLD AIURPPLY�I) 5/��RETURN ROLLED FRAME FVSHING .WOOD WJIER V RIGHT LJ AIR LEFT FIELD SUPPLIED 6 •ROOF CURB X i R rIECoINwPPUEO INsuuTON TH CRBT PWROOE O1IR 003001 USE a�� FIELD SUPPLIED ` O THREITDE5 WRE SRZEEp'D VXL CANTS(MAX XEj�>�41 Deg. MOX FIELD SUPIPLIED DUCT WORK CONNECTION SIZES W 1 2' ACC. X FIELD SUPPLIED X 1 2 24V 7 8 q h A 1 3/8"[35]CIA FIELD POWER SUPPLY HOLE Y : 3 4" 001,003 POWER 1 1 8" e u n SQUARE VANED ELBOW B 2" 50 CIA POWER SUPPLY KNOCKOUT NIT K Ii n SINGLE LINE INCLINED RISE [ ] Z" 003 1 2 FPT GAS 1 3 16 DUCTWORK LINE DUCTWORK (INCLINED DROP SIMILAR) C 1 3/4"[51]DIA GAUGE ACCESS PLUG FOR"THRU-THE-BASEPAN"FACTORY OPTION, 48TC-A04 33 3/8 18 5/8 j D 7/8"[221 DIA FIELD CONTROL WIRING HOLE FITTINGS FOR ONLY X,Y,&Z ARE PROVIDED HORIZONTAL SPLIT 6" 1 -1 E 3 4-14 NPT CONDENSATE DRAIN SELECT EITHER 3/4"OR 1/2" 48TC-A05 33 3/8 14 7/8 Ai v {—{ F 1 2-14 NPT GAS CONNECTION FOR POWER DEPENDING ON WIRE SIZE 48TC-A06 33 3/8 14 7/8 $ I G 2 1 2 64 DIA POWER SUPPLY KNOCK-OUT (001)PFLOANGE&/FITTIN G,THRD CURB 48TC-AO7 41 3/8 14 7/8 UNIT BASE FRAME l PROVIDED WITH ROOF CURB V —� DUCT GOWN. 8 TYPICAL SUPPLY OR EXHAUST DUCT CONNECTION 7 SECURITY BAR ASSEMBLY 6 AC UNIT CURB DETAIL 5 ROOF-TOP AIR CONDITIONING UNIT (CARRIER 48TC 04-07) rR..k N\ /M 21.11 -60HZ 115V-19-60HZ 115V-18-60HZ L1 L2 I \/ I RA DUCT I I L N L N I I I I I I I C RA PLENUM I// I// II/V BREWER 1 1 BREAKER REFRIGEPMR PIPING }\YV \ \ BY HVAC CONTR I O R.A.GRILLE I SWITCH \1J I//U WFAIHER 93 �COMIR� T-{I O BREAKER\() C D Or��CONIR GURBEDED DISCONNECT SHELVING O o --- o I >� HVAC coNIR ro slu CONDENSING p --- a FAN COIL J� PENETRATION WNFI MIbI UNIT ON ROOF o a I M M B A AS REQUIRED O Q L� (J ¢� LyJ tT ROOF LINE u ON O EXHAUST EXHAUST H N SHELVING o FAN FAN DI Q 00 EXHAUST FAN WIRING DIAGRAM EXHAUST FAN WIRING DIAGRAM D 0) INTERLOCK W/LIGHTS CONSTANT RUN MODEL A n B C D E F G H J PIPE CLAMP Of O W Q O 30300I 30 30 59 51 21.51 2 35.5 35.5 9 BY HVAC CONTR Q 3 FINISH FLOOR FINISH FLOOR - nELDRIRING _____ PEm NRWG 30480I 30 48 63 75 23.11 2 35.5 53.5 9 > = 2 OBY ELECTRICAL CONTRACTOR THERMOSTAT O BY ELECTRICAL CONTRACTOR OPROVIDED&INSTALLED BY O PROVIDED&INSTALLED BY 72102GI 72 102 134 171 41.92 2 77.5 107.5 9 W LLj H- SIDE VIEW FRONT VIEW Hvnc CONTRACTOR HVAC CONTRACTOR U Z 13 RETURN PLENUM DETAIL 12 SPLIT SYSTEM WIRING DIAGRAM 11 EXHAUST FAN/TRANSFER FAN WIRING DIAGRAMS 10 COOK GRAVITY VENTILATOR (FAI) 9 CONDENSING UNIT PIPE CHASE HOOD DETAIL 0 a =Mw uRA MEMBER=BY—ERl (� DUCT UTR TO GIDDY CIIM OF DUCT EXHAUST FAN aAuNrM DUCT UTR TO a/8"�_% DUCT EXHAUST FAN FLEXIBLE CONNECTION EQUIPMENT TO BE LEVELED 3/B'WA91ER is _ AFTER INSTALLATION .cA Y NDE (SEISMIC BRACING EF DUCT BELLY 8WD W/1• - I I �x� RUN 1"IW FROM AC-UNIT 1/2'0 BOLTS AS REQ'D HOLE We/}ro" 3/s'AUTHRUD v I F D W/6"TRAP SEAL TO T NEAREST ROOF DRAIN OR AC-UNIT BASE I I AS SHOWN ON DRAWINGS I I AC UNIT 1"THICK FIBERGLASS sNucNRAL MEMBERS BY OTHERS I I VIBRATION ISOLATOR @ - II 12". PREFABRICATED CURB SEALER II EXHAUST RISER NAILER STRIP COUNTER FLASHING 'PRIraARr I CANT STRIP FLASHING xAxcERs DATE: 05-27-2015 ft ROOFINGx: II DRAWN BY: LS II 14148 DUCT Wa SCALE: NONE II EXHAUST RISER ROOF FOUR(4)REQUIRED I I LEVELING STRIP BURGLAR BARS CHECKED BY: DG II SUPPLY AIR DUCT RETURN AIR DUCT JOB NO: E0015-187 I 1"MESH SCREEN ALL DUCTS AND DUCT HANGERS ME TO MEET APPLICABLE MECHANICPL CODES. PUN N0: SR15-0187 AT INLET SHEET TITLE: SEE FLOOR PLAN ,. AIL CUTRNG,PATCH"%PAIN„NG.OURBING,AND S,RUGRNAL SUPPORTS ARE To BE PR-1 BY G.G.. HVAC EQUIP, 6 " FOR SIZES 2 ALL DUCT SEALANT.WCT TAPE.DUCT INNG AND DUCT ADHEMSE IS TO MEET APPUCABIE CODES. IN9AUAT0 16" 18 a.1 1"MESH SCREEN a ALL FUEXBIE DUCT CONNECTIONS ARE TO MEET APPUCABIE CODES ELECTRICAL DETAILS AT INLET. M ALL SMPPLY AIR WCTS NOT N THE CDIIDITIONED DACE ARE To BE NBUTATFD PER UMC. SHEET NO: FF FF y ALL sHI3:T MI DucTs ME ro BE oDnsmucTED FROM cuvANzm s1EB. SIDE VIEW FRONT VIEW 18 EXHAUST FAN RISER IN EQUIPMENT ROOM 17 AC-UNIT MOUNTING & DUCT PENETRATION 16 DUCT INSTALLATION DETAILS 1151 1141 {J_ REVISIONS: O O O 9 1D O O O 8 O 10 u i LIGHTING CONTROL& �� FRESH WATER SUPPLY EVAC ALARM PANEL, BY P.C. INSTALL NEXT TO REFER TO PV SHEETS LIGHTING CONTACTOR O R" M 7HE PANEL,VERIFY LOCH-cvEXHAUST FAN M A ®®® M A ®� M 1�z A Mm ® M A ® M A ) A ® 52 SEEHVACSHEETS ' � 8� �®_ 3 3 3 P.C.TO PROVIDE AIO'1S FOR DETAILSQINSTALL.SEE PLUM12'-4" MD SALAD 12'-3" MD MEAT LEGEND ON THIS S 49 �� (/ ) (/ ) (/ ) / ( ) G.0 TO PROVIDE WEATHER K W DX6LN 24'-3" MD PROD CE K W PX3LN K W MX7XN 36'-2" MD DAIRY DELI KYSOR WARRE DX9UN /� TIGHT ROOF OPENING FOR N)O.H. LINES 2C-18 AWG[SHIELDED CABLES P.C.TO PROVIDE AND REFRIGERATION LINES IN CONDUIT'TO LIGHTING INSTALL SEE PLUMBING 30"X12"ID COORDINATE SIZE 6 C 11 C 8 G.C.TO PROVIDE 12"X jl TO RACK CONTROL PANEL FROM LEGEND ON THIS SHEEP. AND LOCATION WITH R.C. I — — — 12"WALL OPENING FOR LIGHTING EMS CONTROL PANEL - REFRIG ONES FIELD BY E.C. (VERIFY QUANTITIES, N)AIR COOLED CONDENSER Ii _ VERIFY EXACT LOCATION I SEE SHEETER_4F KRACK MODEL LAVE-253-10-K O TrI B 10 FPI,WEIGHT-3,755 LBS. p p C IIII 7 Ilil,l 50 47 10 4,I r 6'-7" T-9"ICE CREAM Try ICE CREAM I III CONTROL QI (K/W QIVSV) 44 N) I II �_ J �Qb I I I I I I I PANEL MR L TWEEN ) r+ ''I,II J M ® 1 D 12" 18" F.V RIFY LOCATION. \ I IIII II STOCK ROOM PC J 1B ® I, III G.C.TO PROVIDE LEVEL i aaaa 1 I I,�, PLATFORM TO ACCOMMODATE 2 - 8 AWG. CA LE 46 , ,, FRESH AIR INTAKE T FIRM IN RAC ITII / �I IIII 60 NEW CONDENSER SEE HVAC SHEETS 3o N) n ® L BY E.C. n Ln III 1 I Illll li O (G.C.TO VERIFY LOCATION) FOR DETAILS 'ram 4 2C- 2 A SH IELDD p iD CAB E TO BOARD IN G.C.TO PROVIDE 24"X 12" .� ®1 B® 2 3 / — RAC PAN L BY E.C. WALL OPENING FOR REFRIG. 2 5 Y /� LINES FIELD VERIFY EXACT , sicNnluRE 6 LO TION I(N)® II�IIII r �° FALSE COLUMN BY w s // I •b II'IIp EXPIRES:July 31°2016 G.C. (TYP.4 PLACES) - N) _________ __ __ _______ __ _____ N) MEAT 3 1 B 4 1 D p XIG S D IDER BY N)O.H.LINES I 2C COOLER = i ® TURER TO RACK ©p N)DAIRY I N) 40 PLEXIGLASS DIVIDER BY 15 COOLER LLLIIIIII CASE MANUFACTURER ,i l ® ® I N ® , 3 I C 3 wo 3 2 1 U? I \ 40 e : PARTIAL ROOF PLAN o : y I °e 1v 1A ®I a N ® c • - — l.:J Bo�ER I 43 C-7" Q UO ICE CREAM 7'-q"ICE CREA c Q 2•_g• (QWBTE) q'_0^ (K/W QIV5V) G.C.TO PROVIDE 48 X 12" WALL OPENING FOR REFRIG. LINES KRNK-148- �® 49K-1 40 FIELD VERIFY EXACT LOCATION �y Euo 59 N)woM N's 4,500 CFM VENTILATION AIR REQUIRED. N)MEN'S POSITION THE EF AND THE FAI if - __ __ _L........ TO )EMPLOYEE ENSURE THAT AIR FLOWS OVER THE COMPRESSORS ON THE RACK. ADD AN EXTENSION DUCT IF NEEDED TO PREVENT AIR FROM SHORT CIRCUITING. SC SC — — — — — fl— G TERMINATE DUCT 18" A.F.F. MRLDS REFRIGERATION NETS CABLE� PRE RRMOUNTED LX� 53 53 55 MONITOR V RK ON ACK / BACKBOARD II I� 54 12-4 MD BEER q C I o I (N) COMPRESSOR RACK (K/W ON6LN) APPROX. WT. 4,600# STORE POWER MONITORING METER (FIELD VERIFY EXACT LOCATION) SUPPLIED, INSTALLED &WIRED TO SC 18 GA.``CABLE 30 POWER IN RACK BY R.C., E.C.TO _—__—__ — — — / TOCKOMP E EEBSOR O I RUN CT CLAMPS (SUPPLIED BY R.C.) a TO MAIN STORE DISTRIBUTION POWER. ?� ALARM LIGHT'AND (SEE DETAIL ON SHEET R-3) ENTRY I N)FRONT VERINFY LOCATION MEZZANINE EQUIPMENT ROOM PLAN 0 WITH CUSTOMER. - GENERAL LEGEND N)MANAGER'S O Z OFFICE SHEET ONDIEK ® - SYSTEM NUMBER < u u u LS Q SHEET DESCRIPTION _> - REFRIGERATED CASE R-1 FIXTURE, PLUMBING, REFRIGERATION & (SEE FIXTURE STATUS BELOW) PLUMBING BY EVAC. SEE A 2" MINIMUM CLEARANCE IS REQUIRED ELECTRICAL FLOOR PLAN E) / - EXISTING REFRIGERATED CASE TO REMAIN (REMODELS ONLY) EVAC/PLUMBING DRAWING SHEETS BETWEEN WALK-IN WALLS AND ADJACENT R-2 REFRIGERATION SCHEDULE & ELECTRICAL PV1.0, PV1.1 & PV1•2 STRUCTURES. REQUIREMENTS MODELS - EVAPORATOR COIL(CEILING MOUNTED) • R-3 ENERGY MANAGEMENT & WIRING DIAGRAMS (SEE FIXTURE STATUS BELOW) GENERAL CONTRACTOR TO PROVIDE FALSE COLUMN GENERAL CONTRACTOR TO PROVIDE R-4 REFRIGERATION EQUIPMENT DETAILS G.C. TO INSPECTION ACCES . TO TOP OF CASE FOR AMBIENT FAN - FOR REFRIGERATION, ELECTRICAL SERVICE, AND BUFFER BOX PIT FOR LOW CLEARANCE EVAC WHEN APPLICABLE. PROFILE CASES. REFER TO PV SHEETS. PV1.0 EVAC SYSTEM FLOOR LAYOUT ED,AND CUT/FRAMEOALLE OPENINGS I AND N WALLS AND FLOORS ASNG WHERE SSPECIFIED ; BY REFRIGERATION CONTRACTOR. PV1.1 CENTRAL EVAC DETAILS RESPONSIBILITY FIXTURE STATUS(REMODELS ON PV1.2 CENTRAL EVAC DETAILS G.C. - GENERAL CONTRACTOR E) - EXISTING P.C. - PLUMBING CONTRACTOR M) - MODIFIED R.C. - REFRIGERATION CONTRACTOR N) - NEW DATE: 05-14-2015 R.E.C. - REFRIGERATION ELECTRICAL CONTRACTOR R) - RELOCATED DRAWN BY: JIL E.C. - ELECTRICAL CONTRACTOR S) -SURPLUS ELECTRICAL LEGEND E.M.C. - ENERGY MANAGEMENT CONTRACTOR U) - USED REFRIGERATION LEGEND PLUMBING LEGEND CHECKED BY: MC O INSTALLED INS D AN WIRED BYE.C.CONDUIT STUD-UP D LOCATION, A - T-STAR, PROVIDED, INSTALLED BY R.C. NOTE: FOR CASES - MA DRAIN LINES PER FLOOR SINK, �5 INSTALL- NO COMBUSTIBLE MATERIALS, R.C. TO PROVIDE AND - REFRIGERATION PIPING STUB-UP LOCATION, BY R.C. PROVIDED, /'. - FIXTURE TEMPERATURE SENSOR, RUN ENERGY MAXIMUM LINE RUN OF 15' EACH. COPPER DRAIN LINES FOR UNDER CASE RETURN AIR. GENERAL NOTES JOB N0: E0015-186 o—� - REFRIGERATION LINES TO RISER, BY R.C. ( - J-BOX, PROVIDED, INSTALLED AND WIRED BY E.C. MANAGEMENT CABLE IN SEPARATE CONDUIT(FOR LOW FOR FREEZER COILS - USE SHORTEST POSSIBLE LINE RUN. © _ P.C.TO DRAIN TO AN APPROVED RECEPTACLE. 1. DO NOT SCALE DRAWINGS. PUN NO: SR15-0186 ------� - REFRIGERATION RISER TO OVERHEAD LINES, BY R.C. VOLTAGE TEMPERATURE SENSOR) FROM EACH FOR NEW STORES - G.C.TO PROVIDE 24"X 24" BLOCKOUTS, - DOOR SWITCH, PROVIDED, INSTALLED AND WIRED BY E.C. SENSOR TO RACK PANEL, PROVIDED, INSTALLED BY E.C. FOR FLOOR SINKS. �7 - P.C.TO PROVIDE AND INSTALL WATER SUPPLY AND 2.ALL SERVICE LOCATION DIMENSIONS TAKEN FROM INSIDE FACE OF BLOCK SHEET TITLE: - ABOVE GROUND REFRIGERATION LINES, BY R.C. $ (SWITCH CLOSED WHEN DOOR IS CLOSED) CABLE TYPE 2C-22AWG SHIELDED CABLE. SEE INSTALLATION T] - P.C. TO PROVIDE AND INSTALL 1/2"COLD WATER SUPPLY STUB-UP WITH HOSE BIB WITHIN 10' OF AIR COOLED CONDENSER. WALL(NEW STORE),OR INSIDE FACE OF FINISH WALL(REMODEL)AND �I�IERATTION��' - SOLENOID VALVE, PROVIDED, INSTALLED BY R.C., DETAIL& COORDINATE W/R.C. FOR EXACT LOCATION. SHUT-OFF VALVE, HAMMER ARRESTOR,AND ALL NECESSARY TUBING, ETC., (VERIFY LOCATION WITH R.C.) CENTERUNE OF COLUMNS TO CENTER OF ALL UNDERGROUND SERVICES. E,ECIRK;AL FLOOR WIRED BY E.C. ®- ELECTRICAL CAL-IT ITEM NUMBER. O- FROM STUB-UP TO HOSE REELS/HOSE DISCONNECTS FOR PRODUCE g - R.C.TO INSTALL CUSTOMER SUPPLIED PRODUCE PLAN Q (SEE ELECTRICAL REQUIREMENTS SCHEDULE SHEET) PC PHOTOCELL ON THE ROOF(FACING NORTH)WITH 3C-22 AND MEAT CASES. MISTING SYSTEM. TUBING SHALL BE FASTENED 3. REFER TO REFRIGERATION INSTALLATION DEFARS SHEET FOR Cp - ORIT VALVE, PROVIDED, INSTALLED BY R.C. AWG SHIELDED CABLE (BELDEN 8771) & CONDUIT TO INSTALLATION PROCEDURES AND REQUIREMENTS. SHEET NO: CONTROL WIRES REQUIRED TO THIS LOCATION, RACK PANEL BY E.C.. ❑2 - P.C.TO PROVIDE AND INSTALL MAIN SHUT-OFF VALVE FOR WATER LINES TIGHT TO HELP PREVENT MOVEMENT OF TUBING. ❑a - FALSE COLUMN O UNDER PRODUCE AND MEAT CASES. MAIN SHUT-OFF VALVE SHALL BE MOUNT SPRAY BAR ON THE OUTSIDE OF THE AIR 4. REFER TO REFRIGERATION EQUIPMENT DETAILS PROVIDED. INSTALLED BY E.C. NOTE: E.C.TO REFER TO INSTALLATION DETAILS SHEET LOCATED AT PRODUCE PREP AREA ON WALL AT 6'-6"ABOVE FINISH CURTAIN AND CLAMP EVERY 12 INCHES. DIMENSIONS AND SERVICE LOCATIONS. n - ERR VALVE W/SOLENOID, PROVIDED, INSTALLED BY R.C. (SEE ELECTRICAL REQUIREMENTS SCHEDULE SHEET) AND OR COORDINATE WITH R.C.TO VERIFY EXACT FLOOR. P.C.TO ALSO PROVIDE A REGULATING VALVE ASSEMBLY IF ❑q - P.C.TO PROVIDE AND INSTALL COLD WATER SUPPLY 5.ALL CASE CLOSE OFFS BY G.C., UNLESS OTHERWISE SPECIFIED. 'IT` WIRED BY E.C. LOCATION & PROCEDURES. WATER PRESSURE EXCEEDS 20 P.S.I.G. 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EXPIRES:Julv 31.2015 N WDs• • N yrIFMAriM i w - - _ w M rN N N w ro 1 N Itl rww _. :N N _ BE INI6Aw A • NPR •i a BE N N N BE tl f » ntl III Be BE WE / oirwF s ba o tll IN s ' •M j «•Pbawa,wmw MT Y Ar w'Y• •. rYe ADer - N N ArAwTN bW r »,' . .. Y. - .A•d N N =BE 4N MI NI w tlf �Ap ww01 c g n I r.Ar nr9x:v. a E u N LWGRrL011lw • � S 1 •:-w br s r rN wb ••„Ot Mllltll nyV[FI4RM <2� I 1 < I V 1 V SYSTEMS CASES 115V CASE FANS,WARMERS, & LIGHTS COIL FAN MOTORS DEROS MISCELLANEOUS EQUIPMENT REQUIREMENTS ELECTRICAL NOTES: uN ITEM IV- FANS ANTI-SWEAT LIGHTS OUTLETS A MTRS AMPS OUTLETS DIAGRAM OUTLETS / DESCRIPTION LOTH MNNIFACRIRD2 MODEL QTY FI E CASE TOTAL CASE TOTAL CASE OTAL NRES ITEM MB N`ACR.ER MODEL QTY PER PER TOTAL VOLTS Y NOTES SEE WIRING NO. DESCRIPTION VOLTS 0 HP AMPS COMMENTS NOTES 1. THE REFRIGERATION CONTRACTOR IS TO PROVIDE AND INSTALL ALL SOLENOID VALVES. THE ELECTRICAL CONTRACTOR IS TO AMPS AMPS AMPS AMPS AMPS AMPS TYPE IDG11W 6 COIL MTR AMPS TYPE IOCATION DAG.BELOW TYPE LOCATION WIRE ALL SOLENOIDS AS PER THE DEFROST WIRING SCHEMES ON THIS SHEET. V ax A°xN O DRAIN UNE HEATER 115 1 4 WATTS 15.00 OUTLET O BOX REFER TO FLOOR PUN FOR 8 2. THE ELECTRICAL CONTRACTOR IS TO PROVIDE ALL DEFROST WIRING TO THE RACK OR CONDENSING UNIT CONTROL PANEL AS 1A ICE CREAM ISLAND 12 KYSOR WPRPOR CASE 1 6' 1 201 &12 a cEW 0.80 3W +1/2"2.4, 40 LOCATION. PER THE DEFROST WIRING SCHEMES ON THIS SHEET. EN CASTE 1 12' 4.0 B 300 COH11R UP 6,8 28 fit• REFER TO FLOOR PLAN FOR 3. THE ELECTRICAL CONTRACTOR IS TO WIRE THE DEFROST LIMIT AND FAN DELAY CONTROL THIRD A J-BOX AT THE EVAPORATOR 1B ICE CREAM ISLAND +ENDKT502 WARREN OST 1 6' 2 201 1023 a°�vrt F°xv: 0.6' 8.80 +1/2"2.4. 29 41 DOOR HEATER 115 1 15.00 OUTLET O BOX LOCATION. 8 FA COILS TO THE COMPRESSOR CONTROL PANEL ALL WIRING IS TO BE AS PER THE DEFROST WIRING SCHEMES ON THIS SHEET CASTE 2 12' 4.11 AN aWB ,Do UP 6,8 ®lTN 8761 Cf9E 10 IREFRG RICK 8 1 3 DR 4.18 F. °x 0.50 +1/2"2,4. 42 DOOR SWITCH 12V - - - O BOX DOOR 9N@R O174D WEN DOO2 QL&R g 4. DENOTES CONTROL WIRING TO THE RACK OR CONDENSING UNIT CONTROL PANEL(RDP)FROM EITHER CASES OR COILS AS ct 1C MICE CREAM DRS.K150R WWJ04 C!1•S� 1 5 DR 3 6.65 10.83 aOR 133 2AREQUIREDALL WIRING IS TO BE PER THE DEFROST WIRING SCHEMES ON THIS SHEET.PULL CONTROL WIRES FOR EACH p,83 UP 6,8 AND BeO'R INSTANCE OF THIS NOTE BEING SHOWN. C 13 1 3 DR 4.18 °N 0.50 +1 2"2.4, O GROCERY FREEZER 115 1 200W 15.00 CONDUIT O BOX LIGHT FIXRIRES BY BOX MFG, e 1 D MICE CREAM DRS.KtSOR WPR�1 01•J\T 2 5 DR 4 8.65 17'48 amAn 0.83 216 UP/ 8,8 2A UGHTS LIMPS BY E.C.VERIFY LOCATION. 5. ALL CONTROL PANELS ARE TO BE INTERNALLY FACTORY PRE-WIRED AND PROVIDED BY SOURCE REFRIGERATION. THE ELECTRICAL CONTRACTOR IS TO PROVIDE ALL EXTERNAL WIRING TO AND FROM THE PANELS AS PER THE PANEL WIRING DNRY COOLER BOX 115 1 20OW 15.00 CONDUIT O BOX LIGHT FIXTURES B1'BOX MFG, 8 DIAGRAMS ON THIS SHEET. 1E GROCERY FREEZER �$ KRACK KR44K-148-EA 2 4 0.40 3.20 208 1 J-BO% STUB-OUT 37 2C 44 LIGHTS LAMPS BY E.C.VERIFY LOCATION. OF CEILING 6. THE ELECTRICAL CONTRACTOR IS TO USE FLEX CONDOR FROM CROWN END CASES TO THE ADJACENT CASES IF AN ELECTRICAL E4) A MD SALAD 12' KYSOR WIRREN DX6LN 1 12' 6 C 0.40 0.40 - +1/2 8 O LIGHTS OLER 115 1 2ODW 15Oo CONDUIT O BOX LIGHT IXE.C.E VERB LOCATION.BY BOX MFG, 6 RACEWAY IS NOT PROVIDED IN THE CROWN CASE. •i 2.88 2.88 CONDUIT UP 3B DAIRY COOLER W/8 R.I. REFER TO FLOOR PLAN 17, THE ELECTRICAL CONTRACTOR IS TO WIRE ALL EVAPORATOR FAN COILS AS PER THE COIL MANUFACTURERS INSTALLATION DOORS-HEATERS 115 1 18.50 CONDUIT O BOX &VERIFY LOCATIONS. MANUALS.THE ELECTRICAL CONTRACTOR IS TO PROVIDE DISCONNECTS AT EACH COIL COIL FANS TO RUN CONTINUOUSLY. A MD PRODUCE 24' KYSC2 VYfB�I.1 PX3LN 2 12' 7 C 0.40 0.80 - - 1.80 3.60 CONDUIT UP/2. g 3B 47 DAIRY COOLER S 8 R.I. 115 1 7.15 OONDUT O BOX LIGHT FIXTURES BY BOX MFG, 8 8. THE ELECTRICAL CONTRACTOR IS TO WIRE ALL EQUIPMENT PROVIDED BY THE FIXTURE CONTRACTOR,OWNER,OR TENANT. DOORS-LIGHTS LAMPS BY E.C.VERIFY LOCATION. oil A MD DAIRY/DEU 36' KYSOR NPRIEN DX9UN 3 12' 8 C 0.56 1.68 - - 2.88 8.64 CONDO UP/2. g 3B 48 PRODUCE MISTER 115 1 15.00 CONDUIT O BOX REFER TO FLOOR PUN& 8 VERIFY LOCATIONS. WRING LENO A MD BEER 12' KT9Jf2 VWdiEH DNL6N 1 12' 9 C 0.40 0.40 - - 6.75 6.75 Up/2. 8 36 49 EVAC UNIT 15/23 1 22.00 CONDUIT O BOX HOT ADEpNTE REFER TO FLOOR PI%N A g Al CMuiER Al-Ixwi pD �PUTFn RELIT WTPUT MIRY_OXWFOHS. ea Boor coouxc FAN ss u°cnox soEEnaD DAIRY COOLER STUB-OUT 3B O AR COOLED ODINCBQU7,KRICK ON EFER TO FLOOR PLAN&VERIFY a CIRCTUT B�N(ER ssm SOLD STATE ENE OBAY A W/7 DOORS 10 C KRACK R46A-216-EB 2 4 0.70 5.60 115 1 J-BOX OF CEILING 3,7 50 �NE:LAVE-253-10-K 208 3 FU�34.O CONDUIT ROOF m NE DELAY ROAY CATIONS. 5•g 0. .-T�1K9NGG RELAY o RESEOR UNLOAD ER p COHPuIFA ppiAL IHPui MRs wAtER HEAT REcuIN mU]eaD +1/2' SYSIEA61,2 REFRXiERA1Kkl RA=7&6 EPR EµAPORAIORPRESWRE REWIAIat 2B MD MEAT 12' KYS.OR WNN7EN MX7%N 1 12' 11 0.56 0.56 - - 2.88 2.88 OUR UP 8 3 51 RAC(-COMPRESSOR POWER LOk ZR3 CONDUIT REFER TO FLOOR PLAN&VERIFY 5 EC C ATACrDR ®R RED U T Q PANG 208 3 52.0 LDf_20 LOCATIONS. FM FAN MOTOR 2C STUB-OUT FR FNWRE REEAT 0 GREEN UDHT 3 MEAT COOLER 12 KRACK KR26K-075-EA 2 2 0.40 1.60 208 1 J-BO% 3.7 2D LIGHTING CONTROL& 15A 15A UnLRY STOCK 8 LE uaub-Off) OF CEWNG 52 115 1 BY R.C.,VERIFY LOCATION. �s uaub NEcnox"U'"D AMBER INxT EVAC ALARM PANEL CIRCUIT DIIRET ROOM COMPRESSOR CONTACTOR Z OW ONRLOAO RELIT SELF-CONTAINED VERIFY ELECTRICAL INFO WITH 8 oRx pL RESERvaR HEATER RELD PwE xQaN 53 GROCERY OUTLET ------------fE1D"' U REFRIGERATED CASES _-pTATpRT NpRO Z 54 SELF-CONTAINED 115 1 1/2 12.00 T WALL & U PROVIDE&INSTALL CORD e ----_-- J BEVERAGE MERCHANDISER &PLUG IF NOT SUPPLIED W CASE 55 REFRIGERATION MONITOR 115 1 15A 15A UnUIY FRONT DEDICATED CIRCUIT DUPLEX 8 MISCELLANEOUS EQUIPMENT REQUIREMENTS CONT'D a CIRCUIT I OUTLET OFFICE RECEPTACLE VERIFY LOCATION. CURETS DESCRIPTION VOLTS Y HP AMPS COMMENTS NOTES $6 MRLDS 24 1 - - FLOOSR&RACK VERIFY LOCATION. g No. TYPE LOCATION 57 STORE ENERGY METER 208 3 CONDOR IN RACK WIRED TO MAIN DIST.POWER BY E.C. 8 59 R6TdGERA710N RACC UPS 115 1 C, CONDUIT REFER TO FLOOR PLAN&VERIFY 58 &CKUP&CONRiOL POAER CIRCUIT LOCATIONS. 58 EQUIPMENT ROOM 208 3 1 4.6 CONDUIT ON POWDRED FROM PACK CONTROL 8 ROLL-UP DOOR _ _ _ BELDEN 8761 CABLE TO LTNG.&EVAC EXHAUST FAN ROOF PANEL SEE WAG PLANS 60 BWITCH 12V RECEIVINGPANEL,DR.SW.CLOSED WHEN DOOR 8 CLOSED.PROVIDED&INSTALLED BY R.0 • 1 REFRIGERATION SCHEDULE AND ELECTRICAL REQUIREMENTS TIME OFF DEFROST 208V CONTROL CKT HOT GAS DEFROST WIDE ISLAND CASES HOT GAS DEFROST COILS HOT GAS DEFROST COILS • TIME OFF DEFROST AT DEFROST PANEL HOT GAS DEFROST CASES 206V AT RRREL MEDIUM TEMP COOLERS CASES&BOXES-CONTROL VALVE AT FIXTURE CONTROL VALVE AT RACK CONTROL VALVE AT RACK DEFROST LOW TEMP FREEZERS W/ DOOR SWITCH DI POINT ° CASES&BOXES-CONTROL VALVE AT RACK PANEL FAN � . 2A0BV CONTROL CKT CONTACTOR Aci b T DEFROST PANEL mNr F R---T==q cf0oFROM RRON ---Y--F�COIL FAN MOTORS SEE R°� L sas°ULE ELECTRICAL SCHEDULE i l L i 208V AT 208V AT i-L__ FOR LOAD DEFROST PANEL DEFROST PANEL ,,++,, �- - - - - ____SA -- DATE: 05-14-2015 HOT GAS SOLENOID AT RACK RO BOu+O 4_ROBOARD - - - - -"0 - - - - DRAWN BY: JLP g HOT GAS - - SCALE: NONE w BOARD [ SOLENOID AT RACK _ - - �- - - DOOR $ rvDcHOT GASSWITCH - �° CHECKED BY: MC p c i SOLENOID AT RACK j TYr �*R.c.b EPR VALVE " JOB NO: E0015-186 - J B xc ---J Ro Bawd 1 AWG ------®-_-- C AT RACK AT RACK AT FIXTURE "C - "O - j 8CABLE2C, "° �� PLAN N I SR15-0186 AT RACK I 1 I I I I SHEET TITLE: J REFRIG SCHEDULE, ELECT REQUIREMENTS ERR VALVE- - - - R 8 C 4,�4r1 P'^�""a &DIAGRAM WIRING AT RACK oxc vu m1 Al BOARD °xc rcR m1 DacoxxE EVr rB Awc x C>BI£� Oil FAN DELAY IQXON TO SHEET NO: AST COIL RE URN BEND AT COIL SUCTION HEADER 2 SCHEME 3 3 SCHEME 3B 4 SCHEME 2A 5 SCHEME 2B 6 SCHEME 2C 7 SCHEME 2D 8 EQUIPMENT ROOM EXHAUST FAN WIRING DIAGRAM I \ - 2 THIS CMBEI AND THE DESIGN SPECIFIGTIa6 WIRw Ifd THE UIWSIISHED.CONWQHIED WORN OF SOURCE RpRAFRAON A IA6rG.r1L'WD MIRY MOT BE USED.WRUINN ED OER aSCLOND BET-THE'ARrtIFN PERM5a0"OF SOURCE REFRIGEMEON k HVAC.INC. uE RIGHTS RESERVED. SOURCE REFRIGEMPO"A HVM.INC.Wlu NDi BE RESPOxSIBLE FOR AHT COxSTRUCPON WORM PERFORMED NIH ANT OBS-PL D IS THE RESroNSIBIUry OF EROH COMPACTOR TO BE SURE THEY ARE USING THE UTEST PUNS. MULTI FLEX 168 AO BOARDS NM- REVISIONS: BRD POINT DESCRIPTION-WIRING LIGHTING CONTACTOR sie AVOI 1 1 SUCTION PRESS N -PANEL PANEL BY E.C. THERE ARE EXISTING LIGHTING CONTACTORS FOR DIFFERENT ZONES. AVER 2 SUCTION PRESS AI -PANEL u N E.C.TO COORDINATE WITH CUSTOMER REPRESENTATIVE TO DETERMINE IF S REFRIGERATION CONTROL PANEL AUDI 3_1&2(DISCHARGE PRESS(Al)-PANEL 1 lzav-l-so 1 THE RESULTING LIGHTING PATTERNS MEET THEIR REQUIREMENTS. (ON COMPRESSOR RACK) AVOI4 1 SUCTION TEMP(A)-PANEL LIGHTING EMS CONTROL PANEL-R.C. CONTACTORS FOR CASE LIGHTS MAY BE PRESENT. IF THERE ARE NO LIGHTING CONTACTOR PANEL-BY EC CONTACTORS TO CONTROL THE CASE LIGHTS AS DEFINED BELOW,THE AUDI 6 2 SUCTION TEMP(A -PANEL t SA y2WI —CATs G---------------- ------------- LINE BY G.C.FROM-EI DEDICATED PHONE AUDI6 HG RETURN TEMP A -PANEL A ME LEGEND: Ri C1 E.C.IS TO PROVIDE LIGHTING CONTACTOR PANELI TO MEET TELEPONE BACKBOARD AUDIT 162 DROP LEG PRESS A •PANEL R-RELAY CUSTOMER REQUIREMENTS. NTS. B61 C-CONTACTOR TO RJi 1 PHONE AUDIB 162 DROP LEG TEMP AI -PANEL C (2)12OV COIL JACK(BY G.C.)AT TO 120V O AUDIO 162000JIO EVEL(DI)-PANEL ---- FIELD WIRING BY Ec. C3 CASE LIGHTINGEINSTEIN 2 Q 1 COMPRESSOR RACK. RECEPTACLE FOR C AUDI 10 PHASE LOSS PO-PANEL PANEL OR SHOP WIRING R2 ELECTRICAL CONTACTORS CX-400 E.C.TO PROVIDE AND INSTALL CAT-5 UPS BY E.C. Ca PANEL 3OA-4P TOTAL LIGHT AUDI 11 MRLD6 EQUIPMENT ROOM A -PANEL BOARD O StSY&ollo DESCRIPTION CASE MODEL————— ———---———— CABLE FROM NETWORK BACKBOARD TO (AMPS)AUDI 12 1 OIL FAL -PANEL - HUB AT COMPRESSOR RACK. R3 O AUDI 13 2OIL FAIL -PANEL --- ---- yr TO SYS to ICE CREAM ISLAND OWST/E &00 -�E.C.TO PROVIDE AND INSTALL CAT-5 ` C-:DESIGNATES ADDITIONAL CONTACTORS IN PARALLEL AS CS _-- ---- TO SYS iB ICE CREAM ISLAND OWST/E I'm 120V I CABLE FROM TOUCH SCREEN TO O AUDI 14 MRLDS SALES FLOOR -FEED NEEDED(ttP.) REFER TO ELECTRICAL PLANS FOR QTY --- ---- yh --TO SYS 1C REACH-IN ICE CREAM V5v O 1.33 PS FOR E2 I ' ••• U ��— -_•• •• ••• 350VA CONTROLLER NETWORK BACKBOARD. AUDI 15 ALARM SILENCE (oq-FEED OF CIRCUITS R4 _-- ��---- yh --T05Y31D REACH-IN ICE CREAM DIVSV 2.18 1 0 2 CONDUCTOR I "I REFRIGERATION MONITOR x AUDI 16 EQUIPMENT ROOM TEMP(AI)•FELD Cs © a (FRONT OFFICE) W RO1 1.1 COMP -PANEL --- ---- -Hr BUM 16761 I J --TO SYS 2A1 MO SALAD D%6LN 2.68 BELDEN 2-CONDUCTOR, UPS LLC RO 2 1.2 COMP •PANEL R5 _—— -———— r —-TO 5 3 A2 MD PRODUCE P%3LN 3.22 GAL,SHIELDED 8.80 FACTORY WIRED)CJBIE(8781) --- MOVA ? C --- _---- yh --TO SYS 2A4 MD BEER TO SYS 2A3 MD R/DELI DXBUN B64 I 75 10VA CIASS2 120V POW RR04 2-1 COMP -PANEL 03 1-3 COMP PANEL --- ---- I 24VAC L DEDICATED 120V UPS ER06 2-2 COMP -PANEL FIB C8 ca O --TO SYS 2B MD MEAT MI 26B MULTIFLEX 168Ao TRANSFORMER I I FOR TOUCH SCREEN R06 2.3 COMP -PANEL -11=RLDS PLUG IN BY RC. MUNT BOVE OUH I I AROOM EQUIP I I SCREENAPANELTBYCRC. ROB BOARD AT HVAC/LIGHTING R7 C9 --- ---- O -- SHOW-WINDOW RECEPTACLE. LIGHT AND SIREN ALARM MULTIFLEX 168 A01 1-1 DIG COUP LNL -PANEL EMS CONTROL PANEL C- 2C-16 AWG.POWER W/SILENCE(REFRIGERATION PANEL) A02 2.101G OOLIP LIME -PANEL IRE CB AO3 I --t RARING BY E.C. - - _ _ a --- --- _• A014 C- - •ir -- 1/3 SALES LIGHTS o—- MRLDS AT SALES MULTIPLEX 168 BOARDS - •Hr - REFER TO ELECTRICAL FLOOR CABLE TYPE FOR PROBES AND MRLDS: LOCATED INSIDE OF PLANS FOR Ott OF i aaaa 3C-22�' I BELDEN 2-CONDUCTOR.22 GA, OFFICE NEXT TO BRD POINT DESCRIPTION-WIRING 0.6A ® CONTACTORS AND Ott OF SHIELDED CABLE N 5 CONDUCTOR 18 a TOUCH SCREEN. EMS BOARD POLES SHIELDED CABLE(8761) BY E.C. AUDI 1 OA TEMP(AD-FIELD =60VA 24V ___ ___- •�H• -_ MULTIFLEX 88 ENS EC. I GO T-STAT CABLE TRANS o---------------------------------- AWI2 PHOTOCELL(Al)-FIELD --- ---- I SALES LIGHTS ACTUAL LIGHTS CONTROL __________ --- ��---- -_ MATH'BE DIFFERENT THAN IGC NO WHAT IS LISTED IN THIS Hvc c>>u o—--- LGHf LEVEL SENSOR-ttP.1 AM 3 iC Po ICE CREAM TERM -FIELD - --- -Hr I 22 GALDEN 3-CONDUCTOR,ICNR, AUDI 4 1•D Po ICE CREAM TERM(DI)-FIELD_ DIAGRAM. `9 I 22 O,SHIELDED c7 I�TO E2 CAND,ONTROLLER SHIELDED CABLE CABLE(8771)BY EC. AWLS 1-E GROCERY FREEZER DR SW(DI)-FIELD NO - --- `�---- yr -- � I I I i0 E2 CONB20LLDt BY RC. I AUDI S 1-A WIDE 1SLANlD ICE CREAM TEMP(AD-FIELD ---- .ir -- 1/3 SALES LIGHTS ' SIGNATURE AUDI7 1-A WOE ISLAND ICE CREAM TEMP -FIELD --- ---- - STORE POWER MONITORING METER I O AM B 1A WILE ISLAOD ICE CREAM TEMP -FIELD NO CB qrG OF oP SE (FIELD MOUNTED IN RACK PANEL)SEE WIRING DETAa AUDI B 1$WIDE BLAND ICE CREAM TEMP )-FIELD I� --------- ` AUDI 10 1$WIDE ISLAND ICE CREAM TEMP IN)•FIELD NO - O --- ---- •Hr -- PARKING LIGHTS I R.C.TO INSTALL AND CONNECT - EIfK4T METER b AUDI 11 1-B WDE ISLAND ICE CREAM TEMP -FIELD NO _ --- ---- -+r -- /14THHN WIRE TO LOAD SIDE OF _ .0 Al1DI 12 1-B VVILDE ISLAND ICE CREAM TEMP •FIELD O SPARE 20A BREWER AT RACK AUq 13 1$WIDE ISLAND ICE CREAM TEMP(Al)-FIELD 2C-18 AWG SHIELDED CABLE Co I x IN CONDUIT BY E.C.(TYP.) NOD: - --- ---- yr -- W AUDI 14 1C Po ICE CREAM TEMP UA4-FIELD AEI J --- ---- -HF- -- WAREHOUSE LIGHTS I I I E.C.TO RUN CT CLAMPS(SUPPLED AUDI15 1C Po ICE CREAM TEMP -FIELD NO -_ --- ---- •Hr -- BY R.C.)&WIRE IN CONDUIT TO I.- AUDI/6 1-0 RI ICE CREAM TEMP -FIELD 10 b b b MAIN STORE DISTRIBUTION PANEL j RO I 1-A WIDE ISLAND ICE CREAM REF PANEL '=BnDEx 2-Ca+oucroR. R02 1-A WOE ISLAND ICE CREAM DEF•PANEL NO --- ---- yr -- EZTERIOR SIGN LIGHTS $rye II GA.,SKtlOO RATITE(876t) R03 1$WOE ISLAND ICE CREAM REF-PANEL _-- ---- yr -_ (RELD WIRED) R04 1$WOE ISLAND ICE CREAM DEF-PANEL S ROB 1C Po ICE CREAM REF-PANEL ROO 1C RI ICE CREAM DEF•PANEL LIGHTING EMS CONTROL PANEL RO7 14D111 ICE CREAM REF-PANEL (INSTALL NEAR CONTACTOR PANEL) ROB I-D Po ICE CREAM DEF-PANEL 24V —L MULTIFLEX 88 BOARDS a L-120V BRD POINT DESCRIPTION-WIRING 3 CASE LIGHTING CONTROL WIRING DIAGRAM " AVDI 1 1�DRICE CREAM TEMP(AQ•FIELDL7RMISFORMER,BRO PREIMRFD IN AUDI 2 1-D RI ICE CREAM TEMP(A -FELD ENOLosursEPRv'DED MD AUDI 3 1-E GROCERY FREEZER TEMP -FIELD rIN172 BY RR Q ADD 4 2-A1 MD SALAD TEMP(AI)-FIELD 1) THE ELECTRICAL CONTRACTOR IS TO REVIEW THESE PLANS AND DIAGRAMS PRIOR TO STMIING WORK AND IS TO CONTACT SOURCE RETRIwAnON IF CLARIFICATION 6 NEEDED. UPON C AUDI 5 2.112 MD PRODUCE TEMP -FELD COMPLEINN OF THE REFRIGERATION RELATED ELECTRICAL WORK,THE ELECTRICAL WNIRICTOII,IN THE PRESENCE OF THE REFRIG.CONTRACTOR,IS TO PERFORM A COMPLETE TESTING OF ALL CIRCUITS AND MAKE ANY CORRECTIONS NECESSARY.THE ELECTRICAL CONTRACTOR IS NOT TO START ANY REFRIGERATION RELATED EQUIPMENT WITHOUT THE AUTHOPoZADON OF RC. AID 6 2-A2 MD PRODUCE TEMP A -FELD CONDENSER PANEL O 2) UIT, GO AM 7 2•A3 MD oAIKVIDELI TEMP(AS)-FIELD ALL WIRING,COND COMPONENTS,AND HIGH VOLTAGE CONNECTIONS ARE TO BE MADE BY THE ELECTRICAL CONRRACTOR.ALL WIRING IS TO BE COPPER NO ALUMINUM WIRING IS TO BE (ON ROOF) - PERMITTED. ALL WORK IS TO MEET APPLICABLE OWES.RC.IS TO MAKE ALL LOW VOLTAGE WIRING CONNECTIONS TO CPC PANELS. [ELECTRICAL[ELECTRICALCONTR 6 TO PULL AND TERMINATE ALL m b AID 8 2-A3 MD DAIRYIDELI TEMP(AI -FIELD LOW VOLTAGE WIRING CONNECTIONS AT PROBES. C 24V L1 x R01 1{GROCERY FREEZER REF-FELD 208V•• W 3) AL OW VOLTAGE WIRING IS TO BE 22 GAUGE SHIELDED CABLE RUN IN SEPARATE CONDUIT FROM ANY OTHER HIGH VOLTAGE SOURCE I r24V 444 L2 I _J R02 1•E GROCERY FREEZER DEF•FELD R03 2-Al MD SALAD REF/DEF-FIELD 4) IN ALL INSTANCES THE ELECTRICAL CONTRACTOR IS TO CLEARLY TAG ALL CABLES AT EACH END FOR TERMIN471ON IDENDFICATDN.THE FOLLOWING INFORMATION IS TO APPEAR ON EACH TAG: 7RANSFDENSE AND BRD I J R04 2•A2 MD PRODUCE REFODEF•FIELD (A)POINT NAME .� LEGEND: B ORIGINATION NAME 8R0 IN CONDENSER BY MFG. m RO5 2•A3 MD DABRYRDEU REFIOEF-FELD () — — — — --— FACTORY WIRING R06 2-A4 MD BEER REFADEF-FELD 5) THE ELECTRICAL CONTRACTOR IS TO TAG ALL HIGH VOLTAGE WIRES SIMILAR TO ABOVE. ` FIELD WIRING SUPPLIED BY RO 7 2-A5 COOLER fXDXW DRS REF/DEF-FELD ROB 2-B MD MEAT REF/DEF-FELD 6) THE ELECTRICAL CONTRACTOR IS TO PROVIDE CABLE OF SUFFICIENT LENGTH TO EASILY COMPLETE ALL TERMINATIONS. THE ELECTRICAL 4 CONAACTOR IS i0 NEATLY COIL AND SECURE ALL t E.C.) CABLES AT THE CONDUIT ENDS. I _L4VHVA RTU (TYP) P. TRANSFORMER: AUq 1 243 MD BEER TEMI TEI)-(AI)-FIBD LN r 24V 208V PRIMARY 24V SECONDARY M!q 2 2A4 MD BEER TBdP AI -FIBD 7) SPLICES IN THE EMS CABLE ARE NOT PERI/ITIED OTHER THAN WHERE CONNECTING TO SENSORS. 120V FROM RTU 4V AUDI 3 2A6 COOLER BOX INDRS TEMP •FIBD 8) ALL HIGH VOLTAGE WIRING TO THE RACK PANELS AND OUTBOARD CONTROLLED DEVICES IS TO BE TERMINATED BY THE UWWAL CONTRACTOR. I IF,- I AUDI 4 2-B MD MEAT TEMP(AI)-FIELD R AUDI 6 2C MEAT COOLER TEMP(AI)-FIELD 9) ALL PROBES AND SENSORS ARE TO BE SUPPLIED&INSTALLED BY R.C.CONNECTION OF THE SENSOR PROBE WIRE TO THE CABLE SHALL BE JOINED BY SOLDER JOINT,OR 3M UY _- CONNECTOR DO NOT USE WIRE NUTS FOR JDINIS/SPLICES. MULTIFLEX BB SEE MECHANICAL � AUD16 SHEET M-4 AIA N 7 10) CONDUIT STUB-UP LOCATIONS ARE i0 MATCH CRITICAL CENTER LINE DIMENSIONS OF 07HER HIGH VOLTAGE UNDERFLOOR CONDUIT SLABS AS SHOWN ON SHEET R-1. b AI1DI 8 10) PERIMETER ITTURE PROBE WIRING IS INTENDED TO BE OVERHEAD. DUE TO LOCATION OF PROBES AT THE TOP OF CASES THE ELECTRICAL CONTRACTOR AT HIS OWN DISCRETION,MAY RUN < x RO 1 2C MEAT COOLER REF-FELD WIRING UNDERGROUND PROVIDED IT IS IN A SEPARATE CONDUIT FROM HIGH VOLTAGE WIRING AND THE WIRING LENGTH IS SUFFICIENT TO REACH PROBES AT THE TOP OF THE CASES. W RO 2 24 MEAT COOLER DEF-FIELD J 11) ALL ENERGY MANAGEMENT WIRING MUST BE DONE IN CONJUNCTION WITH OTHER ELECTRICAL WORK AND MUST BE COMPLETED PRIOR TO THE REFRIGERATION EQUIPMENT START-UP. THE Z LL RO 3 NO DOFF R®ULATOR -PANEL ELECTRICAL CONTRACTOR IS TO COORDINATE WORK WITH THE R.C.FIELD REPRESENTATIVE AS NECESSARY. O J RD 0 BOgP ROOM ff -FIELD 12) STORE POWER MONITORING METER SUPPLIED,INSTALLED&CONNECTED TO 30 POWER IN RACK BY RC.,E.C.TO RUN CT CLAMPS(SUPPLED BY R.C.)TO MAN STORE DISTRIBUTION POWER, ~ FRO 6 RIVE ALARM TO BLDG SECURITY -FIELD R'O'NV^ ISIBAA�51.� OJ IOMSB� RI� SWJP�R"'THESE PLANS HAS BEEN J _RO6 ALARMLIGHT -FIELD _ _ __ _ _ DESIGNED AND WILL BE INSTALLED BY SOURCE Of R07 ALARM SIREN -FIBD Q NO 8 1 EMS BOARD LAYOUT 2 EMS BOARD POINTS @ RACK 4 EMS INSTALLATION NOTES MAIN STORE LEGEND: PANEL WIRING DISTRIBUTION POWER ----FIELD WIRING STORE ENERGY METER m L1 L2 L3 (MOUNTED IN RACK PANEL) MLLTIFLX 8B BOARD6 NOTE: R.C.TO ADD 120V RELAYS (VAC CONTROL PANELBRD POINT DESCRIPTION-WIRING WIRED O LINE SIREENERGY METER OF 3 POLE BKR(VERIFY LOCATION) REFRIGERATION BUILDING SECURITY A11q1 EVACALARM�-FIELD &WIRE TO CIRCUITS AS SHOWN AUq 2 EVAC LOW VAC(DEN-FELD GND+ m G LEGEND CONTROL PANEL ALARM PANEL 8RO BOARDS e 1 EXCESS AUDI 3 EVAC 160H BLOCK LEVEL(D)-FIELD 120V UPS 2 FIELD WIRING ---- LOW VAC COM RUN COM (VERIFY LOCATION AUDI EVAC EXCESS RUN(DTI-FELD BRD POINT DESCRIPTION-WIRING BY E.C. 24 1 26 1 NC K AUdS EVAC RAMP -FELD 1 COND FAN GRP I •PANEL e R R No HIGH BLK No AUDI 6 ROLLIIP DOOR )-FIELD 2 COND FAN GRP 2 -PANEL 3 COND FAN GRP 3 -PANEL LEVEr COM RAMP COM AUDI& �m +A DATE: 05-14-2015 UGHTING CONTROL& Q 4 COND FAN GRP 4 -PANEL -A 2527 1 x R01 CASE LIGFi1S -FIELD DRAWN BY: JLP EVAC ALARM PANEL R MI R02 SHIOW VM►DOWRECPTACLE •FIELD O 5 COND FAN GRP S -PANEL ______________________ +e SCALE: NONE (VERIFY LOCATION) 2C-18 AWG SHIELDED CABLE IN _No _j R03 SHOWlrJSAU VINDOWS -FIELD m 8 - CHECKED BY: MC ALARMN CONDUIT BELDEN #8761 BY E.C. n R04 113SALESUGMS -FIELD O 7 � 30 31 NOTE: i +c JOB NO: E0015-186 0 R05 113SALESUGHIS -FIELD cr — ------------------ + PLAN NO: SR15-0186 ROB PAPoCNGI.IGF175 -FELD 6o 8 TERMINATION AT EMS BOARD BY R.C. TERMINAL VERIFICATION AND Rol WARENpUSE LDHTB •FIELD 2C-16 AWG.SHEILDED 5 SHEET TITLE: EMS COM� FINAL TERMINATION AT SECURITY ALARM SYSTEM BY E.C. Rob EXTERIOR SIGN -FELD CABLE To E2 CONTROLLER ENERGY DIAGRAMS A WIRE BY R.C. WIRING gAGRAMS TO DI POINTS L____________ ON EMS BOARD, TO TERMINALS&RELAYS FINAL TERMINATION 6 COND. BELDEN#9513 BY E.C. SHOWN, FINAL TERM. BY R.C. E.C.To RUN CT CLAMPS(SUPPLIED BY R.C.) SHEET NO: BY R.G. IL &WIRE IN CONDUIT TO MAIN STORE DISTRIBUTION POWER(NOTE DIRECTIONAL MOUNTING) NOTE:R.C.TO SPECIFY PROPER CT SIZING WIRING OF EVAC CONTROL PANEL TO CPC SYSTEM 6 WIRING OF BLDG SECURITY ALARM TO CPC SYSTEM 7 EMS LIGHTING CONTROL BOARD 8 EMS BOARD POINTS @ E) CONDENSER 9 STORE ENERGY METER (WIRING) — 5 Txis DRAwINOO AND THE DESIGN SPECmcaION3 w N ARE THE uNPUBLMWB.IED WORN a SURCE RE—a INPC.BIG AND WY MIN BE USED.CUR—ED OR=I,PBED WRNo Are WRTITN PERIM—ER SOURSE RERBGSVRIDN a—Nc Au X.-REBFIM1ID. souacE REFRIOERnnoN n HVAC.INC.wu NOT BE RESPONSIBLE FOR ANY CCNSm 01 WORN PE-RUED III PLAY OBSOLETE Puns. R IS THE RESPONSIBITU Y o —CO—R M BE SURE THEY ARE USUB D LATEST PLANS. ELECTRICAL ACCESS POINT REVISIONS: 2a �� L oPr.ucHr �� 35-1/2" I I 3424..ao' E 1/a' LL 2 3/a 48"DN6WN . 49-5 2 i/V 3 ` 29CROSS SQCMON 1 Q FAN COIL it L L CASE SECRON CASE SECTION DN6LN DNISHN 1D 1 a" GS OF cAs CASE SECTION � 4 3 8 / z /4 sI DN6LP E �aai6� 7° mP noxON ox z 3 " xuwmunoxPexmunox 0 3/8 027( i58w CI) 2G' s 1/z 3 •� 5' G z9' POT ze 3/B• �31 A s 31 a I/r I/s / zo-(sow(3el cM) 58 7/8 79" za'E za' ExETRAnox"� i2 n Ec POINT 3/2 >cx RAnoX `3/` I✓EN a oaE a ap Po L rxicERAnox 43• z4' O za• za. 3s 1 �� za• za• r � z IB- 29 29 35 36 T— a2'as CASE WASTE OUHET 7^ B' 24(3 24 (3 37 ao-i/z'---- 12 — -----_ — ---- _ _ 4 3 10 1/8" LLIJ a";w°i"w�cM ov um L°C.w of"Pin wuui e , 3 s.�owL =J ___ ___ a8 1/" fA10 m .-ION°(Puiw1M) L°wut II —EL �,GG1'ANrG[ T.P 48-1/8 (72-1{4)--8il"i`a"P"�cliioxLEm i M :1/e —I LOanox ICNPuiE N(Ira ioccilon RiN�r�iorv" as t/a• 96-1/4(144-1 ELEC.STUB-UP REFRIG.STUB-UP PENEfR nO PENETRATION I PIACES) XVCG P L,AN VIEW GRONT OF CASE L AxPTAx"wlgc1Pure 6 t/• PLAN VIEW - PLAN MEW PUN VIEW ALTERNATE FLOOR DRAIN SIGNATURE 1 MD SALAD (K/W DX6LN) 2 MULTI—DECK DELI/PRODUCE (K/W DX9UN) 3 MD BEER (K/W DN6LN) 4 MD PRODUCE (K/W PX3LN) 4 REACH—IN ICE CREAM (K/W QIV5V) 5 WIDE ISLAND IC END (K/W QWSTE) NT9Tf OF `°"Q EXPIRES:JuN 31,2015 N�zE 1 I- 3/8"ALLTHREAD � 2 X 4 REDWOOD a e 6.85 TYP. 1'-0"TYP. TX VALVE BELDEN CABLE E I STRAINER E E I slUcoN O■D UNE ANDVALVE u N SEALANT HYow,—ST awes W I ELECT K.O. cowMN STm IQUID LINE i 7/1a HOLES $ BACK AND TOP STUDS I _ SCHRADER VALVE ° v.2 ° CROSS SECTION y o Q4.1JI 5/s•GYP.Bo. SUCTION LINE DISCHARGE AIR GRILLHONEYCOMB COOLER BOX WALL 1591 L IQ — io:e: CASE SECTION CABLE REEPR EERUANON Co. ORI�o 'd TIES --- .75 F.P.T.DRAIN NYgNZORB CUMPs " "•' o TEMP. PROBE THRU HONEYCOMB 15.32 _— servos COOLER BOX O� CFM FANS ( ) NET S TO C 29 29' S 1/z 3/' ALLTHREAD COIL APPROXIMATE PHYSICA ALL OPENINGS TO Q MODEL CONNECTIONS APPRox. II s/a•GrP.Bo. BE SILICONE SEALED7 k y X 4 REDWOOD NUN. DIMENSIONS IN � a3 2a.scrs POiur O ¢ vexmumx ROE GERATED KR A B C INLET ODF SUCT,ID DRAIN YPT WEIGHT TAP. TYP. J J FINISHED KR44K-148 3500 4 36.00 7100 83.15 1/2 1 1/8 3/4 185 EEE��_ Y _ _____6 _ FLOOR KR46K-218 2535 4 36.00 72.00 WAS 1/2 1 1 8 3/4 165 --- - 4 a' L KR26A—o75 zsx z — 54.00 65.13 1/2 7/6 3/4 14o vmnru SUPPORTS As REo•o Q� T y'x LOX 8(REFRICERATON COMRACTOR. anw .`�m wuno. EElEN EEAnoxOOW�l I� cwlx Ts.P'ace os IEm LouTlo�cvuTlNoui ELEcmIPAL (ttPMaLE3 Pln<f5) 40 1/8' 1.CHASE BY GENERAL CONIRACfOR DrPiGLii"Puc¢1 9fi 1/4' 2.CHASE FROM FLOOR TO 8"ABOVE DNBHED CEILING.DECOR AS REWD see PLAN VIEW BY°MNER' PUN VIEW 3.SEAL AIRTIGHT AT CEILING.a FLOOR. 6 WIDE ISLAND IC (K/W QWST) 7 MD MEAT (K/W MX7XN) 7 CASE PROBE LOCATION DETAIL 8 LOW PROFILE UNIT COOLER 9 REFRIG. LINE CHASE AND AT COLUMN 10 EVAP COIL INSTALLATION DETAIL C-ILBRANCHSUC'IONLINESa SHALL ENTER THE TOP HALF OF THE MAIN NOTE:INDOOR RACK REFRIG. REFRIGERATION LINE SUCTION LINE TO PREVENT OIL OR ANY TOO— PIPING LIQUID REFRIGERANT FROM AFFECTING PHYSICAL SPECIFICATIONS PASSAGE DOWNSTREAM EVAPORATORS LENGTH 155 IN Z WIDTH 42 IN GALV SHEET METAL LIQUID UNE HEIGHT BOIN WEATHER COVER. OF- EOT.OP.WT. 45OU LBO O BY G.C. CD SUCTION LINE Z ELECT.SPECIFICATIONS J ALLTHREAO HANGER COIL SEE SHEET R2 CURBED ROOF O-' oouBLE NNDN TIE-WRAPS ON Au ALL CASE COIL BRANCH LIQUID LINES SHALL OPENING BY G.C. Q LINE SETS LEAVE THE BOTTOM HALF OF THE MAIN LIQUID LINE TO PREVENT FLASH GAS FROM REFRIGERATION LINES AFFECTING EVAPORATOR'S EXPANSION VALVE. CADDY CLAMP NUT s SEE DETAILS AT RIGHT REFRIG -\7 ERATION CONTR. ROOF LINE �'T WASHER TO SEAL PENETRATION 3/8•ALL THREAD TYP. CASE PIPING WITH FOAM AS REQUIRED. CADDY WEDGE HANGER 3e8•SOFT COPPER EXPANSION LOOP GRIME NAIL WEB BAR JasTs B o—TYPICAL EACH CASE ROOF LINE SCREWS IMP. TEE WITH CAP u LAST - - ■ REPRIG IGN 3/e'ALL TIRFAD TAP. CASE OF LINE-UP REFRKYIUIIOx UNE CASE CASE CASE 11 C-ALVAND:ED STEEL OR PVC PLASTIC SLEEVE C. UNISIRUT HANGER O o 0 0 0 0 0 0 • MULTIPLE LINE SETS LIQUID UNE HEADER ■ L" ONE PIPE SIZE LARGER THAN MAIN UQUID LINE FROM RACKU4 PIPE CLAMP (TYP.) REFRIGERATION PIPING MAIN UQUID UNE ENTER CASES AT CENTER OF UNE—UP IxFremt ERONr.nz1 BY REFRIGERATION CONTRACroR MAINTAIN ONE SIZE THROUGH TO ENSURE EQUAL DISTRIBUTION TO SLOPE FOOT ENTIRE LINE-UP ALL THE EVAPORATORS 14 COMPRESSOR RACK DETAIL 1 6 WEATHER CAP FOR REFRIG. LINES 1 1 TO EQUIPMENTENT ROOM.ROOM. LIQUID LINE CASE PIPING FOR HOT GAS DEFROST PIPING HANGER RACK ELECTRICAL BOX BY REFRIGERATION CONTR Y'OO OOIER WALL 4'X4'J-BOX CONOUIT FOR 1, oErtRRwE u TwNws B 8•FF O.C.IMP. BEI.O V CABLE ` DATE: -14-01 E.C.TO SFAS AAN 2 x uxnL ErPNisxW Pert .o1a(EXCLUDING GAS DEFROST CASES) COIL COIL w/COVER(—) PEHETO SEAL A, caB4°"Pm(a o DRAWN BY: JLP 0 O O 0 O a coxourt wnH EXPANSION Low(L}Ixex Tw NN o"N GASE CASE LAY SILICON U■!@ w rou rtEYa11 L uc�s mPw°i"1xc SCALE: NONE N NUT y t-3/8 I-t/e t-/e 7/e 7/e a VALUES» OA E 20 011 L FLAT WANNER PROBE _ 10 zz 7 e• CHECKED BY: MC Q • Q Q Q AftWAP OME)2 •- 1-3/8 SUCTION UNE A GENERAL RULE FOR IZE FIXTU�RE SUCTION LINE PIPING IS TO RUN THE T 1t 2a t t 6' E 2L E I MAINOR THELINENSEXT IQ AND REDUCE ONE SHE IZE THE BALANCE. SIZE PLAN NEW 11 26 1 3 6• J08 NO: E0015-186 c A Nnx RINs 1w DO NOT REDUCE LINE SMALLER THAN THE FIXTURE SUCTION CONNECTION. PROBE 12 28 1 5 W PLAN NO: SR15-0186 W L FAAx RIN.tro. C¢ OSE wE EASE as vsE R wAu colt to 31 t t W Q SHEET TITLE: /tY xxG Tn. �E 5 S 1 1 1 IB 32 2 5 B• coa REFRIGERATION CONNECTIONS OD NOTE:THIS S A DESIGN—BUILD PROJECT AND THE WORK SH "L "'- 5 8 uouD LANE 1e 3a 3 1 8• N / A GENERAL RULE FOR FIXTURE UQUID LINE PIPING(EXCLUDING GAS E.C.TO PRONDE AND EQUIPMENT DETAIL.$ TWO FAN WIDE IN(i) THESE PLANS HAS BEEN DESIGNED AND WILL BE INSTALLED BY SOURCE DEFROST)IS TO MAINTAIN THE MAIN LIQUID LINE SIZE THROUGH AT INSTRLL AIL COMPONENTS B °1 E MODEL L W H A e C INLET OUTLET LEAST 1/2 OF THE FIXTURES,THEN REDUCE ONE SIZE SMALLER FOR FOR PROBE INSTALUTION. LAVE-253 274 90-1 2 58-1 2 108 S4 86-1 2 (2 2-1/8 (2 2 T THE RE A'ING CASES. DO NOT REDUCE LINE SMALLER THAN FIXTURE Coo W/R.C.FOR PROBE LOW TEN P OIL-0.0189 X UNE RUN 2L 3L SHEET No: LIQUID LINE CONNECTION. EXACT.—DNS. MED TEMP a 0.D112 X UNE RUN Q THESE LENGTHS AND OVERHEAD REWIRE EXPANSION LOOPS: £ A CASE PIPING LINE SIZING EXAMPLES PLAN NEW FLOOR 7850FT.O.C.FOR UNDERGROUND £ £ AIR° E°E=I°x9PERINunx9WiRIxArtETRE xPNu=RE °ER 1 TYPICAL PIPE HANGER DETAILS 13 REFRIGERATION CASE PIPING DETAILS 15 FRZR/CLR PROBE LOCATION DETAIL 1 EXPANSION LOOP/OFFSET DETAIL 11 AIR COOLED CONDENSE o s IORrm wort.of souRCE RErn10ERAnoN A xvAc.Ixc.Axo M.v NOT BE usco,ouvuuico oR olscLosEo wlrxour TxE wRIirEN PERxIssoN or souRCE RETRIOERAn°x•wK,rc. Au NOxls rmmrEo. sourtcE REPRIOEwmoN A xvAc.INC.1wu NOT sE REsvoxslsLE TOR Aur coxsixucnoN wort.wasoRMm Wiol Axr CesCltlE PIAxs. rt Is IxE RFSPgbEUIY of EACH wxIRPEICR 10 BE suRE mEY ARE uvx0 ilc ulrn PMNs. REVISIONS: O O O O O O O ,o NEW LADDER TO EXIST'G EQUIP.MEZZ o -- A`- 2 - 2--- 2B 3 3 3 __ ______ 12'-4" MD SAID 12'-3" MD MEAT (K/W DX6LN) 24'-3" MD PRODUCE (K/W PX3LN) (K/W Mx7XN) 36'-2" MD D IRY/DELI (KYSOR WARREN DX9UN) o a a a N)DAIRY COOLER NLpa< 7'-9'ICE CREAM ICE CREAM (K/W II (N) SIGNATURE T 10 1 D STOCK ROOM °pe pR 1pP i B � EXPIRES:Julv 31.2015 � I I I o tD 3 I I ^> I r I I o I a r (N)® - - - - - �- - - - - _ ® ^^ Ott iBI N) 1D N) MEAT 2C COOLER �s N tp o = tC O to � I O 7 IA L(6-7, 1 E BOX E CREAM 7'-9' ICE CRFA N)FREEZER OWSTE) (K/W OIVSV) j KRW-148- -1ac t�P �_ I � � � GENERAL LEGEND O - SYSTEM NUMBER EMPLOYEE N)MEN'S p1 SHE REFERENCE KEY Q N)WOMEN'S 3 $ SC SC — — — — — — — — — — — ( n SC - SELF CONTAINED Z O 1#1 - REFRIGERATED CASE Z 12'-4" MD BEER �r -j (K/W DN6LN) MODELS - EVAPORATOR COIL(CEILING MOUNTED) Q SC — _ — _ — — — — — H - EVAC BUFFER BOX GROUND LEVEL N)FRONT N)MANAGER'S - EVAC BUFFER BOX ABOVE GROUND ENTRY OFFICE OFFICE 0 - EVAC DRAIN RISER CTTQ - EVAC DISCHARGE VALVE • I ) �o - FALSE COLUMN �J o - REFRIGERATION RISER • L EVAC SYSTEM MAX GPM DESCRIPTION GPM CAPACITY MAIN EVAC SYSTEM DISCHARGE 15 GPM DATE: OS-14-2015 DRAWN BY: JLP RISER VERTICAL PER SINGLE BUFFER BOX 8 GPM MAX SCALE: 1/8-=1'-o" CHECKED BY: MC JOB NO: E0015-186 NOTE: THIS PLAN IS FOR REFERENCE ONLY. PUN NO: SR15-0186 INSTALLATION SHALL COMPLY WITH & SHEET TITLE` STEM FLOOR ADHERE TO MANUFACTURERS INSTALLATION LA arty & OPERATION MANUALS. SHEET NO: PV1 .0 THIS DRAWING AND THE DESIGN SPECIFICATIONS MTHIN ME THE UNPUBUSKI).COMIICHTED WORK OF SOURCE REFRIGERATION k I-C.INC.AND WY NOT BE USED.DUPUGTED OR DISCLOSED—OUT THE WRNTEN PER4ISNON OF SOURCE REMIGERATON k I-C.INC. ALL RIGHTS RESERVED. SOURCE REFRICERATON k HvgC.INC.WILL NOT BE RESPONSIBLE FOR ANY CONSTRUCRON WORK PERFORMED—ANY OBSOLETE PLWS. IT IS THE RES-111—OF EACH CONTRACTOR TO BE SURE THEY ME USING THE UTEST PUNS. REVISIONS: CLEAN OUT REWIRED ALL PIPING Musr BE suvPaRRo,HAIRED AND SECURED,ro RESIST NOTES: MiUSING FMCES AN MINIMIffD M04f1O,T. (D INSTALL ACRVATM N FINCH VALVE INA READILY ACCESSIBLEALLPIPING MUST BE BRACED PER ACORNVAC SPECS OR PER LOCAL CODE LOCANN FOR BRACE. BRACING(TYPICAL) REQUIREMENTS W ONEVER IS MORE RESTRICTIVE ®NSIAL W CHECK VALVE WITHIN C OF ANY VACUUM SOURCE PORT. AL NACNG ASSEMBLES MUST BE ATTACHED TO STRUCTURAL STEEL, ®F THE TOTAL QUANTITY B PRIMARY UFPS EXCEEDS 6.CONTACT FACTORY 3"PIPE MA% RBI STUDS,OR WODDIN BACONS NTMIL,THIN SHEEP METAL CASE OR AVNOtlffD REPWSIIMTAIIVE FOR APPROVAL. ACUUM MAIN (HMSO) BACOM,AND HVAC DUCT WORK ARE HOT ACCEPTABLE ANCHOR POINTS. (D SENSIN ENE MUST NOT IE ON FLOOR MUST LAY MOVE MAY BE 2",3.OR 4"PIPE BRACING OF HOMWAL PINK SHOULD BE N FIVE FOOT INTERVALS "ROVE BUFFER BOX. r� —�i BEAM CLAMP NTH •WOE BRACKET WIN WHEN INSTALLATION IS DOE N PVC,AM SIGHT FOOT INTERVALS FOR NATO SLOPE FLOW Al MREM k SPOT ALL THREAD k SPLIT COPPER,OR AS REWIRED BY LOCAL CODE. MUST BE ATTACHED TO A RING HANGER RID HANGER STRUCTURAL CEILING SUPPOR FOOT OF OF PE S TO EEIWIDI NSUPPORTSATAL IS NOT PEWIIIED;1/8'PER CCIECIOi POCKET FOOT OF SLOPE IS 10 BE MAINTAINED AT ALL EWES. 7. PITCH VACUUM DRAINAGE PIPING AT A MINIMUM 1/8'PER FOOT. Y PVC PIPE SOCKET LATERAL OR SOW BRACING SHOULD BE ADDED EVERY 26 WHEN THE 2. BRACE PIPING AT 4•-0'INTERVALS AND WITHIN 1 FOOT OF EACH CHANGE N CRECTON. HANGER ASSDaY IS GREATER THAN 36'WING OR AS REQUIRED BY USE THE HANGAR ROD CONFlGURATON FOR OVERHEAD PRNG,AS SHOWN. LOCAL COIF 3. USE SCHEDULE ro PVC OR TYPE M COPPER PIPE FOR CHANGE IN DIRECTION 115E e a o e WHEN A UW-STRUT TRAPEZE 6 USED,PIPING MUST BE CLAMPED DOWN SCHEDULE 80 PVC FIrnNG,TWO 45'SCHEDULE 80 PVC FITTINGS OR DWV FITTINGS SECURELY. 4. VAC YE DRANG M RESET MUST ENTER MANS RI BRANCHES FI20M ABOVE USING A WYE FILMING THE CUTE FITTING MAY BE ROILED 45'FROM VERTICAL. VERTICAL UF1S ARE TO BE SECURED IN SIX FOOT NWRVN.S. 5. NO TEE FITTINGS ARE PERMITTED N THE VACUUM DRAINAGE%PEG No DOUBLE i 6RAQIC IS REQUIRED AT TIE MOP OF All VERNAL LIFTS. 6. NSIDE PIPING SURFACES AND JOINTS MUST BE SMOOTH,FREE OF BURRS PID OBSTIRUCTONS 7. LOCATE CU:AN-OUTS IN THE VACUUM DRAINAGE PIPING AT THE ENDS OF MAINS AND BRANCHES, n 1PA'(380m) ® OFFSET PIPE STAND WELDED BRACKET AN APPROVED BRACING ASSEMBLY MUST BE INSTALLED WITHIN ME FOOT AND WHEN TOLE IS A 9O CHANGE IN DIRECTION N AN OVERHEAD BRANCH OR MAIN. WEIGHT 67Iba 31k 58"(150CM) aF EVERY ORECTONL OHMM,ON BON SIDES OF M IFFOR G. I 91 ® S A SINGLE OFFSET 6 P IN VERTICAL RISERS OFFSET 6 OFFSET ONLY BE USED 10 BYPASS A55 STRUCTURAL R11CNRAl OBSIRUCTONS 12'(NOS mm AN APPROVED BRACING ASSEMBLY OUST BE INSTALLEDWI1H1 ME FOOT HORIZONTAL MAX OF EVERY EXTRACTION VALVE,ON BOTH THE NET AND THE OU11ET SINE 9. ISOATON AN CHECK VALVES SHALL BE FULL-PORT VALVES,RATED FOR VACUUM. 10.AL%PING SHOULD REMAIN CONCEALED FROM NEW. 11.All VACUUM VALMNG AND COMPONENTS SHOULD BE READILY ACCESSIBLE EITHER ON TOP O s O O IN EXCESS MUL'WHEN ON CASE TOP,CONCEAL FROM MEN. RU OFFSETN FARTS S IN EXC WITH£SS OF 1Y Sr OF CASE OR BEHIND ACCESS PANE ROPE Nro 12 REFER TO WWW..EVAC.COM FOR COMPLETE DESIGN MANUAL DETAILS. COLLECTION POGV BEFORE STRUT k STRUT CLAPS FIG. 27 TRAPEZE WITH STRUT RESUMING LEE JD A,STRUT CAMPS 2"PIPE BUFFER Bo% TYPICAL BRACING DETAIL nINSTALLATION OF VACUUM BUFFER BO% 14 SCALE:NONE I 'DRAINAGE PIPING NOTES TO 2"VACUUM CENTRAL INLET SCALE:NONE 16VACUUM VOLUME TANK DETAIL�; 1 J�EG AROUND HORIZONTAL =QQQQ AND VERTICAL OBSTRUCTIONS SCALE:NONE NIG< CEM-OUT 49 HVCo,1M .$ VEER SLOPE MMNS OR BRANCHES 1"X 2"WYE NRc`�N� ,/B•PER 12'(1mm PER LODI - CONNECTION TO •y Rf,PC. sICNATURE LIFT OR BRANCH MAIN / FlAW ATE OF 1°P Xr SLOPE IV' OyV EXPIRES:Juv 31.2015 (NMm) LAXIMIM i0 VAC CENTER H--II—UO� (3mm) ON—) O ~ C (D 7—PPE)RMI OBLEER TAOTION 4g FACILITATE CONNECTION TO LIFT FLOW AND BRANCH MAINS TYPICAL SLOPE DETAIL n g 10 SLOPE MAKE UP 9 W MEW X-X SCALE:NONE SCALE:NONE h CONNECTION OF LIFT ° OR BRANCH TO MAIN SCALE: NONE tj ALTERNATIVE TWO STAGE LIFT ARRANGEMENT MAX MINI-aECNVALE WHEN COLUMN IS IN THE MIDDLE 3'MA% 2-1•SCH BO 45'EBONS WYE �zaOR4•MAx �T TYPICAL CLEAN OUT DETAILS WN1 NOLNS EVAACTT DISCHARGE VALVE EVAC DISCHARGE VALVE 12SCALE;NONE 6'MAX ACTIVATOR MOUNTED ON ACTIVATOR (8' AFF) � ,2 MAX TO 2'PIK 2,A OR 4'MAN TOP OF CASE. 3•MAX (TYR"AL) 6EaO ARY PER MAN ACCESS DOOR MOUNTED L` PLUC PORT(M.) CHECK O TWNAL) 2-%,'REDUCER I'RSER VALVE — —= Tr r 1_J"l__ T=- FALSE COLUMN TO 8'-0: AFF. BY G.C.2-I'SON BD 45•B,KYNS ENCLOSE EVAC, REF,,/4•a,/4- 1/ BARBTE FALSE COLUMN TO ENCLOSETIOTEMOYRCA) 2-1 6CHBD46EBOw6 I;I ; ELECTRICAL SERIVICES BY MJ W/I EDUCE rPIPE / � G.C. REFER TO A—SHEETS EVAC, REF, ELECTRICAL1"DMA.SCH 40 PVC PIPE w/I REDUCER le'MAx !�! II I III1-1/2"PVC DWV (TYN�"L) NAam(TYPICAL) PPOCGET I'PPE II l i l FOR DETAILS. SERIV CES BY G.C. REFER TO 1/8BEND STREET ELBOW CSCWRGEA—SHEETS FOR DETAILS. TY'P (VALVE) VALVE ii il it I,Ii(11P10"L)1'INSER(TYPICAL) 8•MAX PRIMARY RISER1-1/2"DMA.SCH 40 PVC PIP j (T,PIaAL) = _= L WIDE ISLAND CASE REACH—IN/ MULTI—DECK CASE M VALVE ( ° .3ie TEE ° �1 (TPNAuMIDDLE COLUMN LIFT ARRANGEMENT J REFRIGERATION COLUMN SCHEMATIC SCALE:NONE SCALE NONE 2-1'SOLI 80 4v EON.. 2-1•SCH W 45'MOM Q 1-1 2"PVC DWV BUFFER Box LONG SWEEP 1/4 BEND (TYNCAU nTYPICAL TWO STAGE LIFT DETAIL o 8 COLLECTOR POCKET / SCALE:NONE Z FOR STAGE LIFT "e?mJ"" a SCALE NONE MINI-PINw—-V-um SOH N L CUTE I MINI-%NW VAV£ 1'ROPER RE1UN NNE (RxM1v9v vdw) FULL PORT ISOLARB!VALVE(BY 2-1. O1HFA5,RECOMMENDED) ♦5 L� 2,3,OR a PIPE A..o OT USED WYE 2'3 4• REAR a CASE `\_.Dy 1 vR is L) .xn r..aa.. • � L ANI CHECK (TYPICAL) VC PE BRAENO NOE 3 FLEXIBLE RUM WUPUNC 2W UL.)MAX. � '?FRONT �CASE 1/4'(&nm) (VACUUM) � SENSOR NBE LC/ ' BUFFER BOX DUBBER TUBNOW ro ACTVA18f (VALVt) • /PIPE PQUTIN6 flW Na R6TY I ATIW DISCHA GE VALVE NOTE 30k ACTVAI'OR B ED %PSI „Y Nomm)SERUM TEE VALVE NA E B ES R NOTE© Tx 3/ DATE: 05-14-2015 LIFT INTAKE IRS BUFFER BOX " 24'tl'(61Rm k2an) ADOBOIAL SBISOR NBE ABACI SENSOR TUBE DRAWN BY: JLP TB ACIIVAIOt ro LIFT I/4'(6mm) 2-t'BCN BO INTAKE REQUIRED AR INTAKE. N FTFINIE ELBOWS SCALE: NOT TO SCALE CONDENSATE (RECOMMENDED) BRACING(TYP) HEIGHT CANNOT L'RISER PPE RLNBER 1•PIN EXCEED BILEF WET 45' SCH80 CASE" W FROM SUM BOX , CHECKED BY: MC FLOE— SENSOR PORT FIG.] SOCKET AIM CON86ARE 0 s BI MAX JOB NO: E0015-186 ° NOT USED 1.FPUT p 4 ° A •" .- < NOTES; PLAN NO: SR15-0186 1-1/Y(IDI,RI,) RIIBiIf CWPLINC DWV LONG SWEEP ELBOW (D FLEXIBLE RIMER TUBE MY N O APPROPRIATE PIPE BRACING MUST BE IY(305MM AWAY 1-1/Y( • 1'%PE WHET ATTACHED TO E%WACTNN VALVE CUP =E%IHA"M VALVE ON BON SIDES 10" BUTTER BOX SHEET TITLE: PIPE HE (D CONIRCLLR MUST BE NSFAUID NIRUIG TO SHOE FREELY.SEE INSTALLED Et. FIG.21 FIG.20 IN AN ACCSSIBE LOCATION. O ALLOWA FTOCRMUN"t W MSIRUCIFDBE IIpVE.EiIT.TO (t.5'TEE MICAL) CENTRAL EVAC DETAILS AR INTAKE (n)TYPICAL PIPE BUFFER 3 TYPICAL BUFFER 2 ACTIVAT I CHARGE neTYPL LIFT DETAIL CONNECTION VALVE IN' L DETAIL SCALE NONE SHEE N0: CONNECTION SCALE:NONE SCALE:NONE SCALE:NONE THIS DRann AND THE DESIGN SPECI Van —ARE NNE UNRIBLEGIED.COME—D WORK OF SOURCE REFRICERATON:NVVG K.AND MAY NOT BE USED.CUP—TED OR DISCLOSED WIHODT THE WR111aN PERMISSION OF SOURCE REFRIG-01 W HVAc.INC. AU.RIGHTS IH.R86m. soLN¢REPBLDERANN s HVAC.NC.WILL NOT BE RSPOxR-FOR ANY WrBINICIpHN WON PERf01Um WITH ANY aesacE PANG. I Is THE REWPONSIWI OF EACH caNTwcraR TO BE suH:YNEY AIE USN THE IAEsr PNANs. REVISIONS: VACUUM SYSTEM SPECIFICATIONS CASE CASE CASE SECTOR 153fO IL LN M AaeeeN. 1. ProdM mtl eeMl Ewe lilt Nit awe,diA m rien m Ne qma M eAeAy rid be pNmAe Ar ee<b pint a me i 1Ry TO 45 De9 45 De9 O b SPECIAL FENc SYSIFLS Mae crate Ame Reel be O Ncloe reeved aDd bmepabd be Me v.-Center f«.-Wet d epeel NOe betty wale 11 CASE II I DRAIN N Ill fie Miro mpo^°°le d me LN Kil bed M pmretl by me wean Pnuea gnuabd M ill Vmdn Gnir. GIBBER PART 2-PRODUCR o- _ 40 2 Eed Dn Kit AewndY dell canal d°acmale MAA del<minA den edR<enl emte Me hem colecld e m WXa bra br owL a da If beet eel I me Wna Nx Ann ma wade tAO eel,M e MmapMM Preauq a RIM Mad SLAB FLOOR SLAB FLOOR 202 CBIODISAE VACUUM REMOVAL SYSIFN del Neeendy ad a eeH..lepm le le. I waun reel Whip to Ftacomat Me Otte wade compAAt, Adelm mtl dreeM1em Vtlwa bed melt me MIAMg minMdn reAkemMh A fie ayydp ell be C.m mmdle-by Ew4 Mc mly nO etlHn pemNM 1M•ylee 1 be mNkk,lmtee,aN Rely b A.I--Ewe TOE VIEW MAX ® AaaUon The V«uun Cella and lilt Kilo damned M1aen«e podded by The Omr mr kMdalion by Ne 1°cd«ntrvcl«. F«my I.)A<tivl«a rid N pr°ettled vim m atlVatoble a<6wBm Wnl mtl I.dlMion Uma 'IT /// IeeMW queelM repolp MMdIMM of me.*-.a delMdee of calrpb_ew.by The Me...<Awct MUST LEVEBER _ DEPTH MAXEA__ 2) Aetiwlan ddl aetiwle m rYng wale IeMe n me WRr b°x m M'nA may°re ax°Neq cpm°namolY dmea Vh VOC E°dra _SdU- le-Wro Re a mMMem pe-of tlme,ma mud nut doe Me I-wNe unu Ill 14.I.w NO ill 1260 Tune Ode Mb box M envl8 rgaAew d me buNer bm'a dx,hqh,«Mmw 20" 4 Reef"L 611151/66PH 4 MINIMUM T. p e(m5)654-G%O 3) A w«ride M ley weed ra iM1d ddtrel Opp MM d ill r«t ry req ng m d-up n me fitld LENGTH O Fae Im5)651-6306 Z Stice 9lpemvkdmaaccen 4J Adelae rid MMM°Ally Rxdae and else men m pod me aetAea del m rM1AA t*-aR«M1d X way.n predln traW bdor beget(-)AI F m Vanem&&W ppng eN fiftepe Ad be M eonplmm ell Moo qudeg b lee and OAR M AeeN III—boa Mad Mr IOD% un pdara AcmpWe malriola ieluM SdWe M PVC paean qW bell SdWe I«MN Ram el dme d d- S..) Adkdoe.1I MMM m elepd Reed mart pNd_m ab.re mrxel-Me d Me'va101iOn del. TOP VIEW hen wNw He M1«timid:npe Y•wWa Ppe mtl MiMga raa..n Md.mYded dad Ppe aN Mbe.PYE pN.aN Mbege... be w.t rddd-Me ua d pAa far dud pnl epeclena Vdwa ell M eaMld NOI-d Mat dey ee eedy«<enbk 6.) Mar rime m me qee,m eMend tided awride Wribdllm ride del M pondd Mid dell act n Dodd.M fa fubee InepeclM me mwee- me Me el mmud over.bdA.dmMg me Octet«to be edebd A--Baca -^`M G AN owM1eod mRmd.a rm.w PhM N Nede•®In-rMg h.I Re ].) Adk 1m rid Mw dedgwtlone mdOeO MO conk bo9n Mcohq me PAA el Obee n Re der bra coma. � maeL me od of•deWl e eb h'Mg`aim Reel ademk d«kq H applkdk pa Mcd code ReAm cot IMm semkdY wewn coca.ma kel-ire `\ B.Di�Mage Vdw 0 O BUFFER BOX PIT EXAMPLE FOR D. ReAle a paled m Mmmd,koa..n<wir OeI ef emAMd deel cdlanm k.Ik(e),edr..del LAM Mg woven peep(.), 1.)Oredeg.VMn Ad b,of be-by dd l Wbde amMog,t,, Peed,mNd sled flee,debiw Ombd peel.fWiee mtl eOby eWAeAt b fim edmrolc Aadion ef ill eyt,n. O LOW PROFILE CLEARANCE CASES. z)DMdem vdw rid Mw a meeeA d,dM«ld cored tren.la a me 0>i«n den rally AA O E 1M ekde,Ca,W pond rid ebeeM N �^ 0 ` 1.u15M rpprewe-. e1.lm ahem ma dnigaa m°cromnodob eprolbn d me wbeeted to I me weuum puny.m Men 1)e dMege vde,ebd prodae°lolly epey mdebudee peeagerey bdwm me buflr hex aN wmen plpng miwk C CONTRACTOR CAN OPT TO USE m me Petra me wrmr Mmbd M1rah Fa syden.dedWea He Arde m lee(2)rea..n pmpe be-IOA,,AeMdlg t e waun pdwe el dgbl 0,,)Yxmr Hg. ON entree mtl pM1yW klpete ma mlput peel.bed be Weddd te Avam.mM waun Wmp He dee fe N t-epmeM rO OWN METHODS. of ma ekMem. 4.)M�e TO,v Ad per O�WMe ORM Ad WAIA ebl..h-pedae M m.beHer bee de erase K.- 2 BUFFER BOX MUST BE LEVEL. 2 NENA 4/12 Er-. 4" 3.Mall ir-Mg-Oicdi,beeka AM NNI*pee Wd... 5J D'eel Mge dwe rid kdeek,m Me NEW wean aura pe br<r.UA b Me«meta. 6J WeAe9e del bed Mdde a MMI wM bTckel for ca.ecbbn d me waun M16mg. 4.Mde Stair Peeelar b sod Wnp. Z a a a a MAX 3.Bona bra°dell M r-dare deke el ill qma ad rid en ae lary«ey else he Ne b m eeate IN Ma BWet 5.CmW dmn Lmslvnw rM Poi,eY mtl SamdeY PMalim bras rid M field tabria4d m mmin«bred by Ill w<uun epkm vpgia m riwm m Da qma IJ DEPTH BUFFER BOX INSTALLATION 6.Vmdnp ebmdwr.deft embed•me beam pA°^n I-dudes-.1««MAT 4 PART 3-EITCUREI ].NI Pomp aN Tee,cmW dmlegiA ride M ilplmmmd'n a Nagmwdle Logic ACTIVATOR(PLC)eM1idl ndudw wificimI pets Cd pNIOgT w doe me PLC to eknul[meaudY cananM.ell me NOtl Waele Mlerlece TAeMd(BIT)de_Memel Iedde 1m PRTARADON 8.Mmutl-on-NM dlale AXtles.M1d M probed et w<M1 poop. fie AUTO P«NM et weh dRd dill M mmlted by me A,Redre d.end bde M.M.W. Be,el plots Ad twee plea �� 28.57 P agvnede cg ACTVA BI m tl 1md e M e POT ti n ad a ad wY el m«dWly eanen M. lb Y NUN POi M d Me weel«eeild bed be vied meetly a me poop del drab a id.e and il a A ee Ira eddelaeel Of Me FLG B.Ranow awe and del,be III and uMWe,baete ae Abe. _ 2 9.M Oprele Intrlrce TMnid(BIn rid M montetl m ill peed Mir mtl bed kdele a 2 Me by A eI,ONeTI b«Wit LCD C.Prpae PON OenalM.te e ITm We lagee«miee. f SIGNATURE FrOF tlgdemak dbQlq McvporalMg 6)find.k.Ya mtl a numrk kelP°d Mre um rid WORM be dIO.Mg mMMAm vendee IN NSTAIIAMON-CONDENSATE VACUUM REMOVAL SYSTEM s S A Dipey W Uebde MMus 9]F O dOP I)AeWd Uao..n pemrc M Myllmeg Ails A. MelaNlbn bed M M beret a<edmm ell Me mmule<Nr'e iudalbn NdmdMe ma Nm bee amwHy Apr°d. 2)Saw tl:lbeTlyd,Iwm o- pmN EXPIRES July31.2015 0 0 3 made rd and coon NO R et red Nudge tmk B. eb Rol eHer wou,b aedom Wet m bedNNon.Pmtal woven a pmmm M«m eMamml m d n ad a M wg 4 CdaNa lee a I. M RC br nMaktl Mee rwarEYO Iwudkp Hee,Meta Secon4 MAR,Bey of MAR,Yea, Mel,coati plaHa aDd Mal picot«pdnl 011ie. aDd bey Of Wed 20.75 M D e cmeAued rAtMg re cot r.Atr.a ma dell M eddd ay«beds ma dew m m.tlrminga 29.73 O bqm xMakdAmm°d Rm o b cad pvry O. Meld wmum ante,eb deer y«mffimd f«sadmg M dI wnee e«eeb a keel w«WOt e«m d o e e pmde 2 AttwAlebd Rmlin.et Ne eMk.gdem (mkenum else 14 1 by 14 MdA)M vela,pe lAke.flan a mil¢.Boer«Need_.del M eebaUgnl 3 Gelder amney d ewAege AmIBM fimm Ad Watbn tab me pep adNty rid M moetdld h ee mngNe 27.72 NO m.el L vme wee«P l....M«covens m.ar m.rddkn'.-be O a)MII and Tetel Tmk Ned,_A.b- N 1.Fa Me aNMI MY Vas m coma di doge Ill bed floe Mo ma emnay pee a m na pMmbkp code eARNIA NIMINI err gip. 2 Fer Me a.renl- 3.Be Me-t comb 2 MIND mrmm.ef ONI ppeg rid be neem mtl tee d Wee,Ned bee pobddm.end dmpt dO g 1O led NRA. 4.Be eeeh nwnM,Jmuvy mragM1 Demmber b)Aaunubled.AA-far AM pump and eptAM 1 Tee-Bee ell)oMe M MRA me MWe dlenda of Me wean NNAN,pipe Ad mMg M net cowl Ppe/mMg Maem dell o g 1.Tow fa yete, podia a mwpm MMARRn, m 1 1/2" 1 Taw fe°aA edp.NMd peep 4.Riot eeye heed.M Ill narMdJ rmem trdwge PpM rid eng reel.DWV bell m ten(2)45',Sd.MM 40 prwew AM �U O 9 c)Tee Yee,Dote Beards fdtnga A I.Tow bmk dMdege per yee er 1O yew 2 Y 4^ 2 Talal a.wIMM peep Mtnb pr y°r«10 p«. S AI u deI Of e'rMM n Ill a wtlw Mr count M moll.M B.mega«StlWule BO p e RRige. Eq MAX _Iano i FOOTPRINT C. Dpe d dam mwA 6.N 90 dawn d n a w8w IN mud M and ell M9 eMa Ow mMm a iw Sd dIe 60 p core Rll e. �� BUFFER BOX PIT EXAMPLE FOR DEPTH '))Pomp Fd to slot(MINMa MMw mr can pang) W 3 LOW PROFILE WIDE ISLAND 2)FN NOA not M me AUTO_AM(Middel elalue W can pang) ].DTe dam aW dell M Ae<ed a greoba ram 10 fell Prod.eddiMnol tlemoule M me code of ndle aN brmdA and dare FREEZER CASES ARE TYPICAL. a)Lm edam prrmlm.dude, IwMd be me ONI BUFFER BOX MUST BE LEVEL. BUFFER BOX )TM tee Oo)cow re<Al err w<eA beam rwnba fie•.Me bed cAbar till K O WI elm el me Ad,me tlua0on of me eA4 me Imal pmeue Apaeted dreg me ewe,ma eM1id,H my Wmm CdaOm tmk s a Wy brad fdNm n wen traney ppip dell M pdiliwetl w and breed Ina cola tiro ry brad fildp d a mrinun d dedagkg.nee Ill Ira wade dim s e UI a memured M O ANNeel qma A-Me_td. t 4 GIa1M Tat MgM1 Wdr Nam(MOMdtl.t°Wa for nd f«A) V 2 FREEZER CASES 5 GIabbe Tmk See Dee Al MId Ad elalu Be eod ei) It Wd.M1«Mm tl wade traI-ppMg be m p a edy gP a moll p«ell bed be III— the Ile eetd pWhe 8 Sy1en Naame m Beer-Porn sourte ieeediebey preeedeg Re w see The podel bed be be<deI poet be III treiwge and Oaa_AN,me \ ]Pomp I-lee Mg eyebee a etek Fed Bete paekde Mn W ebme.Ill clams,d MIND N Me pI e is Amy p Aele pr beer. r (. 10. Ref.bed Abe Ill ed,.Mel A5 Fan ill tA.SM a bean Al,le col Wmdlw. v NOTES'. D. Dipey,*do dreeeml d,eg giblet,w eel AN wpdM ae to M Amy ftm p to Me N remaroble Be me dipey dedro, del B,peel M eRpodef e b eedy mdaelmdoble by Ill apmale.Mara apgMde eNpwl upper ab Imo IMIe IT, (I brad if ,oved Ill e I ma all wledM Aome,Deed me wmum talY(e).Sep.bed pwM PeAw i.APPROXIMATE WEIGHT OF UNIT: rid M MapaalM to pecan,eebpdnle fee bekO FppprbMy modeled pod.(I III Md pa fat),to me wkcien eyelen.(not Mludlp IHh mmcMed elm podde). 3/1 IR I Vamum pewee d NeA Wmp.oe uryeeWly daletl l oO LBS DRY 2 Nmp I pewee el NIM pampa ee eaNMGIY dApw 12 peat eP¢nMt tree ere Mon dwNng dee mtl M,eo fir rc teet ,e c B,Peed point Plugs M all d 1000 LBS WET 3 Pomp dad egee.del Obby ueaNktee r«k el tlro and d eed r«k aq«Nee mk is.bApd.Romcl del mnpolmb Mon peel el d MnA. 2.Power Re is NOTE. 4 Pomp Map eNUMm time delay qul AGE POUNCING INNTRACT2 I TO WTPROADE 71E O ME CD17RN A SOURCE OF FRESH WATER.TER TREATMENT THE WATER 5 Wmp Am"e". lie bong SYSTEM VOLTAGE CURRENT KVA SOURCE USING A 1/2 INCH WT FlTTING TO THE SOLENOID VALVE CONNECTED 10 THE WATER iFffA1MENT 8 Mminun Wmp rADme dnemG noun before m dMdM ewll b Mlwld .J ILL ppng mud M eypaMed,br«M,me deeetl to rule,Idudnq forme ewdetl trrMg wwm cydm aroten CANISTER.REFER TO DETAIL ML.THE FLOW RATE OF THE WATER CONNECRIJN MUST BE A MINIMUM DF 2 GPN ]_d"ram m'I'-I-Mmlim L220-530 SV 208VAC,3PH,60 Hz i 6 AMPS 6 IT KVA TO HANDLE PEAK REQUIREMENTS,A 5 GPM MI AND MUST HAVE A BACKIFLOW PREVENHON DENCE AS B Mebee,dpaelM,tee bet-OAA a edt.Tmk d-.W ev®l. b.) Ce ee,heed,le to M«-d"by ud d e MF-tkw pipe-per and rNW Appel-14A, 0 L220-S30 LV 230VAC,3PH,60 Hz 15 AMPS fi.0 KVA 9 Weed tee SMI mall Ike Miley(kelNtrel elpdnt fm eel,Wk) REQUIRED BY LOON CODE. 10 Weee,Led See Drell Event Cent IO AMNkb Melly d Ne,tree,cede On—eWdnt tOr eel cod) cJ B_II he.ben MMroe dIM w no0«dle mown 1 d ill wmum pping eybm save Mrk,Aeefie, L220-S30 HV 460VAC,3PH,60Hz 8 AMPS 6.4 KVA II wmm tam eel Pena dell Lind BIaM1ea MOM re waled 12 Stdiimlon wA.br Mxmd mtl Elwgeey Wm eevcA d.) N deng mud M blemtl ee E.gaifieAn er hod cod.waianmta Rid ever a non mbkliw. 13 Ld wade dmn RI Nor 14 lee Uao..n dam tie derby e) N brarMg ewmNM mud M dmdea m.rive Wee.SbdcNd deal.dgW dull,a arose bwMga moat M bead a gp, IS LOe raa..n tlmm I..dA,Mk11 pdbN Ill er wmum dmn M1vm bdg«Ietel b°WeI peed d time pre-eAeTAI-- Dry.,Me rive meltl ad beI and HVAC Mcl ae,d O«ptdM Mee .Y` den me•Dien b ewgbetl. 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DRAWN BY: AL a 1M Uaali. pmlNe))dd be Meged A AN A._Ng W demmd M me e*-Oe rsaMd by me_m peed.t__ 1. GENERAL CONTRACTOR TO PROVIDE FALSE SCALE: NOT TO SCALE O2 rvxcaad .R��x� tie -<x,xcr�re "'xrvaawrv�xxr�<� COLUMN FOR REFRIGERATION, ELECTRICAL M Fa dbr ram Palsy ayatm,m dmonon.trelwy dell M rngoYd MkM1 polzr be m.Yng iMe of be WITa. SERVICE, AND EVAC WHEN APPLICABLE. CHECKED BY: MC C. Ill low bed mAna Me MOAp If me er gMcy peel eMMAAt mN dee Me epaMkO pemebel be M AMMO nee Amy peeps me eye era a edg A 2, EC. TO VERIFY VOLTAGE AND PROVIDE AND'jf_ JOB NO: E0015-186 .i Neat,Mm n emegeeY pies. rECT EWERSYSTE61 D. Wen Me erden re dneg m enrTee<y Peea,WIT dagng bed come me till,ells of pAp.peeNd M till aT re core INSTALL BUCK AND BOOST TRANSFORMER TO PLAN NO: SR15-0186 m,d6m Mdl rm<mbndaely EVAC WHERE THE VOLTAGE IS NOT AS SHEEP TITLE: VACUUM CENTER LAYOUT REQUIRED. CENTRAL EVAC DETAILS VA/C1UUM VOLUME TANK AND LIQUID RING PUMP WATER REFRESH SYSTEM 3. PG TO PROVIDE FRESH WATER SOURCE TO IRED L220& L120 SCALE:NONE p"^ ^" " VACUUM CENTRAL, REFER TO DETAIL T & 1B /1 THIS SHEET- SHEET N0: PV1 .2 iH5 DRAWNO AND THE DEMON SPECIM n INTHIN ARE THE UIPUBIEHED.WTbpIIEO WdIX OF SOURCE REEROfINrgx a HAG.NC.NID MAX NOT BE USED.DUPLICATED OR DeCUD I)WITHOUT THE WRITTEN PERMh90N OF SW WOE fQiPoCfF TNMe m NN INC. ALL R RE3RYED. SOURCE R E-RATION m IeAC.INC.-NOT BE RESPMISdE RA-CMISImIClxxe WORK pfRFMmLD e9H-OBSa@IE PUNS. D 6 TE-OF ULH CONTRACTOR TO BE CURE TEY ME-TE ult5f w"V6. CITY OF ARLINGTON BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SEC. 110 NOTE:THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 123 E. Burke Avenue Building Permit Number 20150700 Name & Address of Owner Occupant Load Number of Stories SHOPPING CENTER PROP OF ARLINGTON 530 1 LLC-c/o Mike Simpson PO BOX 271 Type of Construction/Sprinkler system required Use BURLINGTON WA 98233 VB Yes Mercantile THE Tenant Improvement HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP M OCCUPANCY ISSUED THIS 18th DAY OF November , 2015. BY n� N &" BY6aw*ff P I/ FIRE OFFICIAL BUILDING OFFICIAL THIS CERTIFICATE SHALL BE POSTED IN A CONSPICUOUS PUBLIC AREA AND SHALL NOT BE REMOVED,MUTILATED OR OBSCURED AND SHALL BE MAINTAINED IN LEGIBLE CONDITION AT ALL TIMES.ANY CHANGE OF OCCUPANCY REQUIRES A NEW CERTIFICATE. CITY OF ARLINGTON ` 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 123 E BURKE AVENUE Permit#: 700 Parcel#: 00461803000100 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work: Grocery Store Valuation:400000.00 OWNER APPLICANT CONTRACTOR SHOPPING CENTER PROP OF Framework Architects PRESIDIO CONSTRUCTION ARLINGTON LLC PO BOX 271 107 SE Washington Street 116 E Fir Street,#B BURLINGTON,WA 98233 Portland,OR 97214 MT.VERNON,WA 98273 503-809-9362 360-336-3339 LIC:PRF-SICI010PI EXP: 10/21/2015 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 06/22/2015 Applicant Signature Date Building Official Date CONDITIONS Will require separate Plumbing and Mechanical permit.An RPBA is required after the meter before any branched connections the RPBA may be installed inside. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 09/18/2026 Building Permit $3,643.25 09/18/2026 Building Plan Review $2,368.11 09/18/2026 State Surcharge-list DU $4.50 Total Due: $6,015.86 Total Payment: $6,015.86 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail C20.BUILDING FINAL Approved C20.BUILDING FINAL Approved C20.BUILDING FINAL Approved C20.BUILDING FINAL Approved Permit#: 700 Permit Date: 06/10/15 Permit Type: COMMERCIAL ALTERATION Project Name: Grocery Outlet Applicant Name: Framework Architects Applicant Address: 107 SE Washington Street Applicant, City, State, Zip: Portland, OR 97214 Contact: Brian Peters Phone: 503-809-9362 Email: brian@frameworkarchitecture.com Scope of Work: Grocery Store Valuation: 400000.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 07/23/2015 Permit Expires: Permit Form Type: Civic Plus Number: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning SHOPPING 00461803000100 123 E BURKE AVENUE CENTER PROP OF or Groceries(With Without Meat) ARLINGTON LLC or Contractors Contractor Primary Contact Phone Address Contractor Type License License# PRESIDIO 116 E Fir Street, CONSTRUCTION CONSTRUCTION 360-336-3339 #B CONTRACTOR PRESICIOIOPI Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/10/2015 C20.BUILDING Restrooms approved&ADA 11/09/2015 11/09/2015 BUILDING Approved FINAL compliant 10/22/2015 C20.BUILDING Shelving Anchors approved 10/22/2015 10/22/2015 BUILDING Approved FINAL 10/15/2015 C20.BUILDING Refrigeration lines for floor 10/15/2015 10/15/2015 BUILDING Approved FINAL coolers approved 09/03/2015 C20.BUILDING BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 06/10/2015 COMMERCIAL Will require separate Plumbing and Mechanical permit BUILDING ALTERATION Is the current water&sewer services to the building going to be for the Grocery Outlet and a new water and sewer COMMERCIAL service being installed for the Dollar Store or will the 06/10/2015 PW-ADMIN-GIS ALTERATION owner of the building be responsible for the Utility bill for the whole building as is the current configuration? LT&Jim K. COMMERCIAL An RPBA is required after the meter before any branched 06/10/2015 ALTERATION connections the RPBA may be installed inside. PW-WAT-REV Gus Fees Fee Description Notes Amount Building Permit Table 4-1 $3,643.25 Building Plan Review Table 4-2 $2,368.11 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $6,015.86 Attached Letters Date Letter Description 06/22/2015 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 07/23/2015 Presidio Construction Grocery Outlet Check#10402 $6,015.86 Building Permit Outstanding Balance $0.00 Notes Date Note Created By: 07/22/2015 Contractor information has been added to the permit.AR Amy Rusko 06/22/2015 Need Contractor information before printing permit and issuing. Amy Rusko Uploaded Files Date File Name 11/18/2015 1367672-123 E.Burke.doc 06/10/2015 1133534-123 COMPLETE SET Part2.pdf 06/10/2015 1133535-123 COMPLETE SET Part3.pdf 06/10/2015 1133536-123 COMPLETE SET Part4.pdf 06/10/2015 1133537-123 COMPLETE SET Part5.pdf 06/10/2015 1133538-123 COMPLETE SET Part6.pdf 06/10/2015 1133533-123 COMPLETE SET Partl.pdf 06/10/2015 1133527-123 Commercial Remodel Permit Application resnonse.pdf 06/10/2015 1133529-123 STRUCTURAL CALCS.pdf Date: 09/18/2026 Permit#: 700 Permit Date: 06/10/2015 Review Date: 06/10/2015 Permit Type: COMMERCIAL ALTERATION Review Type: COMMERCIAL ALTERATION Target Date: 06/19/2015 Scheduled 00:00 Time: Completed 06/12/2015 Date: Description: Is the current water& sewer services to the building going to be for the Grocery Outlet and a new water and sewer service being installed for the Dollar Store or will the owner of the building be responsible for the Utility bill for the whole building as is the current configuration? LT& Jim K. Review Status: Assigned To: PW-ADMIN-GIS Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00461803000100 SHOPPING CENTER PROP OF ARLINGTON LLC SHOPPING CENTER PROP OF ARLINGTON LLC PO BOX 271 123 E BURKE AVENUE BURLINGTON,WA 98233 Zoning: 541 Groceries (With or Without Meat)Lot: Block: Date: 09/18/2026 Permit#: 700 Permit Date: 06/10/2015 Review Date: 06/10/2015 Permit Type: COMMERCIAL ALTERATION Review Type: COMMERCIAL ALTERATION Target Date: 06/19/2015 Scheduled 00:00 Time: Completed 06/10/2015 Date: Description: An RPBA is required after the meter before any branched connections the RPBA may be installed inside. Gus Review Status: Assigned To: PW-WAT-REV Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00461803000100 SHOPPING CENTER PROP OF ARLINGTON LLC SHOPPING CENTER PROP OF ARLINGTON LLC PO BOX 271 123 E BURKE AVENUE BURLINGTON,WA 98233 Zoning: 541 Groceries (With or Without Meat)Lot: Block: Date: 09/18/2026 Permit#: 700 Permit Date: 06/10/2015 Review Date: 06/10/2015 Permit Type: COMMERCIAL ALTERATION Review Type: COMMERCIAL ALTERATION Target Date: 06/19/2015 Scheduled Time: 00:00 Completed Date: 06/19/2015 Description: Will require separate Plumbing and Mechanical permit Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00461803000100 SHOPPING CENTER PROP OF ARLINGTON LLC SHOPPING CENTER PROP OF ARLINGTON LLC PO BOX 271 123 E BURKE AVENUE BURLINGTON,WA 98233 Zoning: 541 Groceries (With or Without Meat)Lot: Block: