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HomeMy WebLinkAboutCAG2024-139 - Change Order - #5 - Bayley Construction, LP - FAC23-09C KEHOC Warehouse & Office Building - 9/5/24 FOR CITY OF KENT OFFICIAL USE ONLY Sup/Mgr: /�AV Agreement Routing Form Dir. Assist: _ • For Approvals,Signatures and Records Management KE N T This form combines&replaces the Request for Mayor's Signature and Contract Cover 11C1I IcroN Sheet forms. Dir/Dep Dir: BLBL Originator: Department: Leah Bryant for Nate Harper Parks, Recreation & Community Services Date Sent: Date Required: > 09/03/2024 9/10/2024 0 CL Authorized to Sign: Date of Council Approval: QDirector or Designee 3/5/2024 Budget Account Number: Grant? Yes WINo F20098.64110.9476 Budget?W]YesEl No Type: N/A Vendor Name: Category: Bayley Construction LP Contract Vendor Number: Sub-Category: = 2548901 Change Order 0 FAC23-09C KEHOC Warehouse and & Office Building Project Name: g 3- Project Details:As described in the attached Exhibit A,•CE-008 CP-002- Fire Lane Striping, Misc. Millwork, Int. Relite 0 Revisions; CE-060 RFI-034-Hardware Set Power Supplies; CE-066 RFI-050-P-10 Sink Clarification; C CE-114 CCD-009-South Site Electrical Revisions; CE-136-Lighting Package Submittal Revisions; CE-137-Custom Color for Light Fixtures P1, P1 E, P12, P12E, P14E C G1 Agreement Amount: $121 ,221 .10 Basis for Selection of Contractor: Bid 47 `Memo to Mayor must be attached 3- Start Date: March 2024 Termination Date: 7/31/2026 Im Q Local Business? Yes[ZNo* If meets req uiremen ts per KCC 3.70.100,please complete"Vendor Purchase-Local Exceptions'form on Cityspace. Business License Verification:Yes In-Process Exempt(KCC 5.01.045) Notice required prior to disclosure? Contract Number: FTesONo CAG2024-139 Comments: as Change Order 5 c a) H •� i N 3 f0 C V1 Date Routed to the City Clerk's Office: 9/5/24 ,c«w»373__,0 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20210513 • KEN T CHANGE ORDER NO. 5 NAME OF CONTRACTOR: Bayley Construction LP ("Contractor") CONTRACT NAME & PROJECT NUMBER: FAC2309-C-KEHOC Warehouse and Office ORIGINAL CONTRACT DATE: 3/18/2024 This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: As described in attached Exhibit A: 4CE-008 CP-002 - Fire Lane Striping, Misc. Millwork, Int. Relite visions • CE-060 RFI-034 - Hardware Set Power Supplies • CE-066 RFI-050 - P-10 Sink Clarification • CE-114 CCD-009 - South Site Electrical Revisions • CE-136 - Lighting Package Submittal Revisions • CE-137 - Custom Color for Light Fixtures P1, P1E, P12, P12E, P14E 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $29,900,294.10 (including applicable alternates and WSST) Net Change by Previous Change Orders $381,506.15 (incl. applicable WSST) Current Contract Amount $30,281,800.24 (incl. Previous Change Orders) Current Change Order $110,001..00 Applicable WSST Tax on this Change $11,220.10 Order Revised Contract Sum $30,403,021.35 CHANGE ORDER - 1 OF 3 Original Time for Completion 7/31/2026 (insert date) Revised Time for Completion under NA prior Change Orders (insert date) Days Required (f) for this Change Order 0 calendar days Revised Time for Completion 7/31/2026 (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: s heil Grasso By: Stephen trasso(Sep 5,202410:59 PDT) B y:J u I arascond ola(Sep 5,202414:26 PDT) Print Name: Stephen Grasso Print Name: Julie Parascondola Its CEO Its: Parks Director DATE:Sep 5,2024 DATE: Sep 5,2024 CHANGE ORDER - 2 OF 3 ATTEST: APPROVED AS TO FORM: (applicable if Mayor's signature required) ec� AIAO Kent City Clerk Kent Law Department [In this field,you may enter the electronic filepath where the contract has been saved] CHANGE ORDER - 3 OF 3 AYLEY Bayley Construction,LP Project:24057-Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #008 - CP-002 Origin: Date Created: 7/30/2024 Created By: Nils Brian Nilsson Status: Open Scope: In Scope Type: Change Order Request Change Reason: Client Request Description: Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. 06-220-000.S Frontier Door&Cabinet Is 1.0 ($382.26) ($382.26) ($382.26) 1.0 ($382.26) ($382.26) ($382.26) $0.00 Millwork.Commitments- 24057-4009 Subcontracts Description: Rm#112-Delete Casework Island,Conference Room#104-Add Wainscott to 3 Walls 08-800-000.S Sound Glass Sales,Inc. Is 1.0 $4,298.00 $4,298.00 $4,298.00 1.0 $4,298.00 $4,298.00 $4,298.00 $0.00 Glazing.Commitments- 24057-4006 Subcontracts Description: Revise Interior Relight#41 from Window Type T to Window Type'M' 32-170-230.S Pavement Markings Is 1.0 $10,050.00 $10,050.00 $10,050.00 1.0 $10,050.00 $10,050.00 $10,050.00 $0.00 Pavement Markings.Commitments- Subcontracts Description: Add Fire Lane Striping 01-450-120.S hours 4.0 $200.00 $800.00 $800.00 4.0 $200.00 $800.00 $800.00 $0.00 Surveyor.Commitments- Subcontracts Description: Layout Bayley Construction, LP Page 1 of 2 Printed on:7/30/2024 at 10:29AM PDT Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. 03-100-020.1- hours 4.0 $95.00 $380.00 $380.00 4.0 $95.00 $380.00 $380.00 $0.00 Concrete Foreman.Labor and Labor Tax Description: Foreman 01-740-099.1- hours 4.0 $50.00 $200.00 $200.00 4.0 $50.00 $200.00 $200.00 $0.00 Weekly cleanup.Labor and Labor Tax Description: Cleanup 01-740-125.PO Is 1.0 $110.00 $110.00 $110.00 1.0 $110.00 $110.00 $110.00 $0.00 Du mpsters.Purchase Order and All Other Costs Description: Dumpster 00-000-000.130 Is 1.0 $2,319.00 $2,319.00 $2,319.00 1.0 $2,319.00 $2,319.00 $2,319.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractor Fee 15% Grand Totals $17,774.74 $0.00 $17,774.74 $17,774.74 $0.00 $0.00 $0.00 $17,774.74 $0.00 $0.00 Bayley Construction, LP Page 2 of 2 Printed on:7/30/2024 at 10:29AM PDT Change Proposal Project Name: KEHOC Warehouse&Office Building CE# 008 Project No.24507 Doc#: CP-002 Work Description:CP-002-Fire Lane Striping,Misc.Millwork,Int.Relite Revisions Date: 4/4/2024 Direct Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs Frontier Door- Rm#112-Delete Casework Island, Conference Room#104-Add Wainscott to 3 Walls 1 LS $ 2,500 $ $ $ -382.26 $ (382) $ (382) Sound Glass-Revise Interior Relight#41 from Window T e'Z'to Window TypeV 1 LS $ 4,300 $ $ $ 4,298.00 $ 4,298 $ 4,298 Pavement Markings-Add Fire Lane Striping 1 LS $ 10,050 $ $ $ 10,050.00 $ 10,050 $ 10,050 Layout 4 HR $ 200 $ $ $ 200.00 $ 800 $ 800 Foreman 4 $ 200 95.00 $ 380 $ $ 200.00 $ - $ 380 Cleanup 4 $ 200 50.00 $ 200 $ $ $ $ 200 Dumpster 1 LS $ 110 $ - $ 110.00 $ 110 $ $ 110 $ 1,000 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 8 $ 18,560 $ 580 $ I$ 110 $ 14,766 Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 15,456 General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 15.00% $ 2,319 GRAND TOTAL $ 17,775 Time Request: We have proceeded on this change proposal on Owner's verbal direction/RFI response We will proceed with this change proposal when a copy,signed by an authorized representative,is received by F T] Bayley Construction. To prevent delays and further impacts please approve by: 7/30/2024 Owner's Representative Date Bayley Construction Date CONSTRUCTION From: X OWNER-CITY OF KENT CHANGE ARCHITECT-WAGNER ARCHITECTS PROPOSAL (CP) CONTRACTOR FOR KENT EAST HILL FIELD OPERATIONS CENTER OTHER PROJECT: KEHOC Warehouse&Office Building PROPOSAL NO: CP-002 12607 SE 248th Street Kent,WA 98030 DATE: 4/2/2024 FROM: Bayley Construction PROJECT NUMBER: FAC 23-09C 8005 SE 28th Street Mercer Island,WA 98040 CONTRACT DATE: NTP 3/19/2024 PROPOSED CHANGES TO SCOPE OF WORK You are hereby directed to make the following change(s)in this Contract: 1 1A1.2-Added pavement markings for Fire Lane 2 1A2.3B- Removed mail slots from casework in Work Room#246 3 1A3.16-Corrected Elevation 2B to show scheduled tile wainscot 4 1A3.18- Updated elevations 213 &2D to remove kitchen Island casework from Room#112 5 1A8.013- Updated elevation to add wainscot to 3 walls in Conference Room#104 6 1A8.7- Updated interior relite#41 from window type'Z'to window type V Attachments: OA1.2, 1A2.3B, 1A3.16, 1A3.18, 1A8.0B, 1A8.7 PROPOSED ADJUSTMENTS TO CONTRACT SUM AND CONTRACT TIME 1.The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is: X Lump Sum increase (decrease)of $ 17,775 Unit Price of $ per as follows: 2.The Contract time if proposed to(be adjusted) (remain unchanged). The proposed adjustment, if any, is(an increase of days)(a decrease of days.) Provide additional documentation on an attached sheet to support time and cost per 00 72 00-Part 7&01 26 00- 1.06 When signed by the Owner and Architect and received by the Signature by the Contractor indicates the Contractor's Contractor,this document becomes effective IMMEDIATELY agreement with the proposed adjustments in Contract Sum shall proceed with the change(s)described above. and Contract Time set forth in this Change Proposal (CP) Bayley Construction ARCHITECT OWNER CONTRACTOR 1916 Pike Place#221 400 West Gowe 8005 SE 28th Street Seattle WA 98191 Kent,WA 98032 Mercer Island,WA 98040 BY BY BY DATE DATE DATE 7/30/24 124th AVENUE SE WAGNER ARCHITECTS , s „ _ „ _ „ _ „ _ „ _ _ _ _ _ „ _ _ _ „ „ _ , _ , _ _ _ „ _ . _ , PLANNERS 1916 PIKE PLACE z z - SEATTLE WA 98101 NO PARKING-FIRE LANE � I 2 0 6 • 4 4 8 2 5 2 8 V - wo pn arorc h ltac ts.c om L/ 30'-0" 6"RED STRIPE AND 18"WHITE MAN GATE TYPE G4 LETTERING WITH 3"STROKE I 000aoo3 REGISTERED ON PAVEMENT ALONG BOTH SLIDING VEHICLE GATE TYPE G2 ARCHITECT SIDES OF FIRE LANE.PAINT EXISTING FENCE WITH KNOXBOX AND CLICK-2-ENTER CURBS RED ON THE TOP AND � SIDE WHERE APPLICABLE ® I e ov wseixcNN Rr 7 FUTURE BUILDING FUTURE BUILDING �[ 214'-9"BETWEEN F.H. ❑ zQ ——————————— —J L — ——————————— u o LL FIRE LANE I 0 - `. �. —J RISER ROOM: 0 _ = FIRE ALARM PANEL I 0 FIRE SPRINKLER RISER I I 0 w DOMESTIC RPBP 3 9'-0" 123'-0" 30'-0" 1777j � - EDGE OF ROOF OVERHANG m �. PROPOSED OPERATIONS CENTER rn EDGE OF BUILDING I Q 0 ^ 0 m o 0 KGNT U wl m a LU KEHOC LANE 0 FIRE w o Warehouse&Office LL H LL I 0 I I ■ � I Building :■ I 0 I I 0 o 12607 SE 248TH ST -- N W I o — w x KENT WA LU I o 98030 z 269'-2"BETWEEN F.H. 182'-6"BETWEEN F.H. I 0 I r 00 N CONSOLIDATED I o N SET I o P: JOB NO. 20223 3 w 0 0 I LEGEND: ome 0 MARCH 19,2024-NOTICE TO PROCEED 3N 6 3.26.2024-REVISION5 o • POST INDICATOR VALVE w 0 0 I FDC FIRE DEPT.CONNECTION m in I o o I N of0 O FIRE HYDRANT(F.H.) o H. X X X O I FUTURE BUILDINGS Lxu o X NEW FENCE o r, I Sheet Contents EXISTING FENCE FIRE SITE PLAN � I X X X X X o ---------1-1-------- Y MAN GATE TYPE — r Z I PROPERTY LINE w J SLIDING VEHICLE GATE TYPE G1 __J FUTURE FUELMIASH I o C=d' WITH KNOXBOX AND NEW o CLICK-2-ENTERFLEET I PAVEMENTAREA MAINTRENANCE BUILDING - L L 0 c� I FIRE DEPARTMENT i VEHICLE ACCESS "°�T'„.°° ^ „°""°° m"„ Sh-No, SCALE IN FEET O FIRE SITE PLAN z ^�GLEGEND ^ 0 20 40 80 160 0 A 1 .L o� 4 o a x NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 2 1A3.7 1A3.6 1 A3. 1A3, W A G N E R ARCHITECTS _ PLANNERS - - - - - - (A) 1916 PIKE PLACE SEATTLE WA 98101 I WALL @ CL WALL @ CL 1D WALL @ CL I 222 221 I WALL @ CL 219 I 217 GENERAL NOTE: 2 0 6 - 4 4 8 - 2 5 2 8 I OF GRID OF GRID 1A3.28 OF GRID OFFICE OFFICE OF GRID WALLS ARE DIMENSIONED TO EDGE OF FRAMING w a g n e r a r c h i t e c t s . c o m OFFICE OFFICE 1A3D26 �, 1D N N 2D N 2D _ 10'-7" UNLESS NOTED OTHERWISE I � Q� 1A3.29 r;D a� 1A3.29 n,� c� `� 1A3.21 223 Q 1 B Q N Q 0 ¢ a¢ B Q� WALL @ 0004003 CASEWORK, CASEWORK, Q Q 11�_9�� CL OF DOORS ARE 5 TYPICAL (INCLUDING JAMB) FROM REGISTERED SEE 8/1A4.3 CID SEE 8/1A4.3 a� OFFICE �D FACE OF WALL UNLESS NOTED OTHERWISE I I I I I I GRID ARCHITECT co I N N _ 232 U Q 230 co 226 1'-6" _ SEE SHEET 1A8.12 FOR WALL TYPES 1A3.28 1A3.21 215 N E T E WA NER I N PW DRAINAGE N PW STORM N 1B 8'-11" "' CORR OPEN srnrE of wnSHiNcr N &VEG DRAINAGE OFFICE r p _ - 7 r - Consultants. N N N EN N - F N 216 218 C7 CN WALL @ CL 1A3.26 00 CONF. CONF. `_� 0 1D o - 1B = � II QQ 1A3g.20 ¢D OF GRID 3D 1 D o WALL @ CL _ N 1A3.29 N co 1A3.21 b 212 °O C\jM � Q 1B CASEWORK, 1 N Q 224 o ¢ 1A3.29 a ELEC. I 1A3.17 OF GRID I � I I I SEE 8/1A4.3 N COPY/MAIL 0 36 WALL @ CL 213 F- -1 X � T T 225 OF GRID CORR CORR N I 5'-8" = 2'-5 1/2" 5'-4 1/2" 2'-5 1/2" 5'-5" 11'-5" �, 234 � 228 1 A3.16 1 D I �, STREET CORR M 5,-4 1/2" 36 10'-10" 41/2" 9'-21/ " 6'-1" 1A3.24 MAINT - - a, - - - - - - _ - - a, 0B .7 I CASEWORK - o SEE 8/1A4.3 �, 1D L 227 2110 I 231 00 1 A3.27 JAN 1 A3.13 I SCADA CASEWORK, 1D M 4B U;, ELEC. - WM SIGNAGE - "MAXIMUM C 6'-7" 2A SEE 8/1A4.3 1 1A3.23 1 Q - - "' 2 9 OCCUPANCY 113 " VERIFY ME I " "' 0 1A M 229 10'-4" 0 - 201A PRECISE LOCATION WITH O° 0 N 207 N o STORAGE OWNER I M 233 SOURCE, " Q CONF.1 Q 207A 0 ao 0 210 203 12-41/2 �, PPLY �� I\ 1D CORR SU & M TRAINING OMENS CORR "' 6, PUMPSTATIONS STOR. � _ \ 1A3.25 ROOM Q 1 236 ----------- \ CD Q Cl)DN 208 0 30 , rl LUNCH 1A3,5 c� N WAREHOUSE N _ I co i 1A3.27 UNISEX A Q �, 1 3B14 0 1A3g15 Tr� ROOM I Qa SMALL PARTS aD M 1 1 B WC N � ���> 202 c - - - _ - - C - - 1 - - - - - - - - o - - - a¢ - - - - - - - - 1A3.25 1 N o I WALL @ CL WM SIGNAGE - MAXIMUM 1 KITCHEN 1 N 1B I DN I OF GRID OCCUPANCY 76 " VERIFY - � c, co ' _ I 235 z NQ II o aQ� aH � �T:}H ' I 5'-11" 5'-1 1/2" 9'-8" 2'-01/2" 9'-2 1/2" `� N N - PRECISE LOCATION WITH c0 0 N 8,-7„ I STAIR 1 2 OWNER 205 2'-10 1/2" Q 2D - - - - N 4'0J 1A9.1 - CORR ------� on 1A01 _ - - KEHOC 22'-8" - ! - wALL @ cL fi - B - - Warehouse & Office WALL @ CL 239 IC��-]- L �- - OF GRID WALL @ CL - I OF GRID CASEWORK, DF - OF GRID / - Building TYP. SEE 1�1 EDGE OF MONITOR ELEVATOR' I 10CASEW 3 1A3,4 238 8/1A4.3 _ u SEE 8U1A04.3 1A3.22 a, ABOVE, TYP. 10 I I 1A3.3 I o, HYDRANTS 1 M - - 1 N 1 WALL @ CL 1 N N 11 I i WALL @ CL 12607 SE 248TH ST Cl) � 1 I of GRID KENT, WA M 206 M &METERS �,,, � l 1 I � CASEWORK, b 241 =' 243 -6�' OF GRID DOC -- TYP. SEE KITCHENETTE o ROOM -- 4 D98030 I 8/1A4.3 18'-10" 3'-91/2" N 2D N SEWER/TV 1A3g23 1A3.22 214 1A9.5 `14 I DN 1A3.16 1B STOR SIM. ME Q I - CM M 0 "' N CONSOLIDATED Q _ N Q - - - 7: - _ WALL @ CL - M.- - - CD N - - T r 1 �I OF GRID -- SET WALL @ CL � � � � _ I 2co 0 - - z OF GRID 1D 2'-10 1/2" 9'-2 1/2" _ 1A9.0 E . J 4 0 5-41/2 245 5-41/2 5 0 8 1 1 A3.17 5-5 1 A3.24 1B JOB NO. 20223 I CASEWORK, M 2'-81/2n CORR 6 Date Revisions m SEE 8/1 A4.3 MARCH 19,2024 NOTICE TO PROCEED 255 257 @ 6 3.26.2024 REVISION 5 � � _ 246 WALL CL WALL CL w I `V 240 5-8 OF GRID CORR STOR. OF GRID N ROOM 247 1 253 1 11'-9" C*11STREETS CASEWORK, CASEWORK, 263 D &VEG `,' SEE 8/1A4.31A3.15 - CORR CONF. 259 261ME z ti SEE 8/1A4.3 I I 1�2� Q 3B N CONFERENCE 2-0 N 11 OFFICE OFFICE CO �411 00 ry N PW WATER N 1 "' PW SIGNS & `� N I� OFFICE SOLID WASTE 249 01 11'-5" 5'-1" Sheet Content" � 09 �\ WALL @ CL � 248 "' CORR B FLOOR PLAN, OF GRID ry QUIET& 250 \J 251 252 254 256 258 260 SECOND LEVEL 'B' - I I WELLNESS I I I I OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE N 3'-0" 8'-9" 11'-9" 11'-9" 10'-6 1/2 " ME N ICD z WALL @ CL WALL @ CL WALL @ CL WALL @ CL WALL @ CL ME N I 1 OF GRID OF GRID OF GRID OF GRID OF GRID U - - - Ld 0 All material appearing herein constitutes the unpublished and original work of the architect and may not be duplicated, used, or disclosed without the written consent of the architect. w z n" � Sheet No. C) o Sol i - 1 ENLARGED FLOOR PLAN NORTH SECOND LEVEL 1A3.1 0 W Cr W Q O o N O SCALE: 1/8"= 1'-0" 1A203B 3 zQ W w 1A3,6 W O a-x NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 WAGNER ARCHITECTS P L A N N E R S 1916 PIKE PLACE SEATTLE WA 98101 2 0 6 - 4 4 8 - 2 S 2 8 wo pn erorchltects,om 000aoos REGISTERED ARCHITECT TEWN SiAiE Of WA N Consultants: E El DUCT-SEE MECH. 4 5 GWB TYP GWg TYP. PENDANT FIXTURES _710'AFF-SEE ELEC. T FIXTURES x SEE ELEC. 7130TDEEP CABINETS OVER REFRIGERATORS I I I 1'0" 2 3" 2'6" 2'-0" T-3" T-6" T-4" V-6" T-O" 1'-0.. COUNTERTOP WITH L J i' BACKSPLASH RESIDENTIAL HOOD �,I 0,/ �,I 0! �- COUNTERTOP WITH 75"TV HOOD,SEE \ / — N \ F MICRO / /\ BACKSPLASH 100"A.F.F. MECH. 0,/ I/ \ / L——J / L J CASEWORK SECTION,TYP. FIXTURES-SEE PLUMBING,TYP. N KITCHEN ISLAND • —— OPEN REFRIGERATOR REFRIG. REFRIG. REFRIG. — wMAccess. _ I — / \ e e W o e e e � KENT MASEE CESS. o CASEWORK e e e wa "pro CS.8 TYP. e RANGE e \ \ SECTION,TYP. Tit MICRO J e e OVEN q q =a \ ICE KEHOC CASEWORK SECTION,TYP. \ / Warehouse&Office 2'-,9" 2'-6" 2'-0" COUNTERTOP WITH CONTINUOUS 30"DEEP V-6" T-O" 4'-0" SCHED.BASE, Building CLOSURE PANEL p T-O" T-O" T-O" 1/2" 61/4" 2'-10' BACKSPLASH 5'-9"TO EXT. FACE OF WMHI/LODE-SEE 12607 SE 248TH ST 2C #241 KITCHENETTE -SOUTH ELEVATION 2D #241 KITCHENETTE - WEST ELEVATION WALL �o #228 CORRIDOR - EAST ELEVATION PLUMBING&CS.6 KENT,WA SCALE:3/8"=1'-0" SCALE:3/8"=T-0" J SCALE:3/8"=1'-0" 98030 E 6 CONSOLIDATED DUCT&VRF- © 7 SET PENDANT FIXTURE F SEE MECH. — —— 1O'AFF-SEE ELEC. L J PENDANT FIXTURES JOB NO. 20223 10'AFF-SEE ELEC. t77 oat" R",nsmns GWB.,TYP. I GWB.,TYP. © © MARCH 19,2024-NOTICE TOPROCEED I 6 3.26.2024-REVISION5 GWB.,TYP. 1'-0" 3'-0" T-O" T-O" 3'0" 2'-0" 2112" 3'-0" 2'-9" FIRE STROBE @ 80" r AFF.-SEE ELEC WM ACCESS:SEE jj\/ CS.7&CS.8 TYP. 75"TV o Z /\ COUNTERTOPWITH 100"A.F.F. \ LMICRO J MICRO \ / \ / \ / BACKSPLASH L___________J I/ CASEWORK CASEWORK KITCHEN SECTION,TYP. \ / RANGE OVEN Sheet Cane.m SECTION,TYP. N SLAND N \ / CASEWORK OPEN A. secrloN,TYP. INTERIOR ELEVATIONS o 4 / e - � c OPEN \ % \ % \ % \ % ' �\ — 1 I/- e e M / N FOPEN4--� 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-0" ill/2" FIXTURES-SEE PLUMBING,TYP. KITCHEN** 30" 20 29" 40" a ISLAND aov"mae..""­eA a""a"�m" 6'-0"TO EXT. 6-9"TO EXT. "�^a #263 CONFERENCE - NORTH ELEVATION #241 KITCHENETTE- NORTH ELEVATION FACE #241 KITCHENETTE- EAST ELEVATION FACE OF sheet Na. i SCALE:3/8"=T-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" o� 1A3. 16 4 o a x NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 n WAGNER WM ACCESSORIES-SEE ARCHITECTS CS.i,CS.6,&CS.9 TYP. CASEWORK 2 P L A N N E R S 1/2" 3'-3" T-O" 3'-0" 2'-0" SECTION,TYP. 1 916 P I K F P L A C F COUNTERTOP WALL-MOUNTED SEATTLF WA 98101 WITH BACKSPLASH POE CLOCK 2 0 6 - 4 4 8 - 2 S 2 8 wo pn erorchltects,om I I j - - , 000aoo3 REGISTERED o \I I/-i\\ ARCHITECT -T, IplN \ TEWT MICRO MICRO \I LL DDDDDD L-__j L__j WB-96 SiAiE Of E WA N T 4 GWB.,TYP. / ———— N El OPEN OPEN /� a / \ N N ADA ACCESS.CLOSURE PANEL,TYP. FIXTURE-SEE PLUMBING FIRE EXT.CABINET OPENING&PLUMBING/ELEC FOR DISHWASHER #112 PARKS KITCHENETTE &TEAMS ROOM - EAST ELEVATION #112 PARKS KITCH. &TEAMS ROOM -WEST ELEV. 1 SCALE:318"=1'-0" n1D SCALE:318'=T-0" F 30"DEEP CABINET OVER REFRIGERATOR RESIDENTIAL HOOD,SEE MECH. 3'4" T-3" T-3" 2'-3" 2'-6" T-O"1,�l1/4" / N 1Z / \ L J ---7r---, \. w \ % \ KENT \o of II v,o I 75"TV REFRIG. REFRIG. — L— J KEHOC Warehouse&Office II I RANGE I — _ I e � � � Building OVEN o II I e e 17 12607 SE 248TH ST COUNTERTOP CONTINUOUS 30"DEEP CLOSURE PANEL KENT,WA WITH BACKSPLASH 98030 1 #112 PARKS KITCHENETTE & TEAMS ROOM - SOUTH ELEVATION SCALE:318"=r-a" CONSOLIDATED SET F F JOB NO. 20223 BRACING BY D- R",[.!— PEMB,TYP. MARCH 19,2024-NOTICE TO PROCEED 6 3.26.2024-REVISION5 GWB.,TYP. � I I I I I I COUNTERTOP WITH _ BACKSPLASH Sh.t CM.e W e e INTERIOR a ELEVATIONS a N- Io 4'-0- CASEWORK SECTION,TYP. #112 PARKS KITCHENETTE & TEAMS ROOM - NORTH ELEVATION °'°°"�°°"`° 'm°% �°°n:m° 1 A SCALE:318"=P-0" Sh-No. = 1A3. 18 o� 4 o a x NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 �- WALL TAG, WAGNER ----o----------o------o-- , SEE1A8.12 -------b- ------------- -F1201 ROOM NAME ARCHITECTS W RISER ROOM ROOM NAME &#TAG P L A N N E R S _ njy 1916 PIKE PLACE �� Al O WINDOW TAG SEA7TLE WA 98101 2 0 6 - 4 4 8 - 2 5 2 8 I X1 I I I �J1 121 L�-41 JI 1 TIB {-- } n DOORTAG wo pn arorchllacis.c om 1CAIJ j A 5 141 VESTIBUL III WAINSCOT IT. -�—1- t J AlAl ; REGISTERED _ 154 -1-1- TYPE 1,SEE 000aoos A4 Al I� 1 _} i MECH.ROOM 12/1A8.2 ARCHITECT 139 140 A11 All A9 WAINSCOT jf 15 I 1�— 2 , I I PW SIGNS& PW DRAINAGE r Al 16 -2-2- TYPE. SEE i E W NER M _i_ L-LL-J 12I1 A8.2 srnle ov wrsxixc111DDDx SOLID WASTE I I VEG. 117 I �' WAINSCOT ce�ewm�te: Iml _ Iml I 0 m 118 OFFICE A7 -3-3- TYPE 3,SEE Al 11 1 1 2 1 All PARKS OPEN D.139 12/lA8.2 I OFFICE 17 WAINSCOT A2 -a-a- 1366 A4 I I 111 122 11 2 A9 2 1 TYPE 4,SEE I VEST. MDF 1 _ SEE SHEET 1A8.12 12/lA8.2 __ I ROOM - 116 FOR WALL TYPES I - _ _ WAINSCOT s 5- OFFICE A11A7 I TYPE 5,SEE D.125 D.126 I I I -c„+ I __ __ D.138 18 12/1A8.2 I138 1 Al I I I r TA1 Al2 p137 n} LEGEND ° 132 SCALE:NTS WAREHOUSE I I 136 I -- _ _ DESK A6 SHOWER A6 I- - - - - - - _ __ _- - -CORK. -3-3-3-3-3 z FLOORING TYPES I 95 ---- - - - - - -5-s-s-s 1 r 7p� rF7 OFFICE wad €w 19 I r - - 3 I I I A2 D.129 Al A16 I 1 p 1 RE Ex. A9 2 1 A7 RUBBER I D.128 Al I I 134 1 Al 29 Al I a=1 �" L Ett J SHEET J Alz I LAUNDRY 1J I WOMEN'SW 123 x�oMLL PAINTED 137 I D.124 135 I ROOM I Al Al s "" I - WOOD DECK I w L _ J 5 J o WORKOUT WAREHOUSE DRYING Al i 1*�1-1 ROOM, L - - J A9 2 1 114 Ai w OFFICE I -IT-IA3 p2 ROOM I 131 I I I I I �.x oMi _j OFFICE 20 ® EPDXY A15 11 2 Al WOMENS Al Al 2 1 ay1 L.x�oMtt D.123 A2 UP I 12 I LOCKER I I A13 n n ml D.136 A9405��. R O - -O J I I U U — L - -1 + + WALK-OFF �r KENT -2- _ �'2— p + + MAT A 133 124 130 2 1 A13 111 21 wa i��ro A3 A3 A3 UNISEX CORR. A3 A3 SHOWER B3 p 110 PARKS OPEN / \- - - 1 C L J S OWE &WC OFFICE A9 KEHOC c I AS JI - - - - - - - - - - - - - - - - - - .. - - - e2_ - M GENERAL NOTE: a o y 2 THIS PLAN INCLUDES WORK BY W818Fl0USB&Office o j I I I 126 _U P THE GENERAL CONTRACTOR Al A AND PEMB. Building WLOCKER 128 E�j 12607 SE 248T H STMEN'S ROOM HO 5—5— CORR 0 D.132Al sroR. KENT,WA PWWATER -Al D.109 Al ==J D. 112 98030 OWER D.133 A5 Ell A2 -- \ PARKS 108 A2 KITCHENETTE& T - - ____ - - - - ____ - s-s-s-s-s AN. - I -LCE TEAM ROOM CONSOLIDATED -3- -3-3-3-3-3-3-31 - 1 SET I I I 1 A2 I A6 D.104 102 Al A13 Al p,1 D.14 CORR. D.120 � - � JOB N0. 20223 I I I 107 -�1 106 Al 24 MARCH 19,2024-NOTICE TO PROCEED A14 ELEC. 1111 Al D.108 0 I ° _ I A16 N I I I 1 FIRSTAID p, I11 6 3.26.2024-REVISION5 D.146 A2 I I WC 3 AT SIDES,EXPOSED I -7 1 m I I I V I J III I I STEEL AT ENDS,(TYP.) A3 I J WATERLD.IOI 113 25 Al 3 I it o I 142 I -- 141 I 'sIT TEST I I ELE . D.10 WATERI I I PARKS I I 7 LAB A2 I j F2 I STREET VEG. I I I I I D.105_1 - d - - - I_ ,6 ®Z A2 I I _ . 136A I Al I I I A13 Al2 ,26 Shcet Conteme 3 I VEST. I As 11n1 1 = 1` I DOOR&FINISH u1 I w A 1D4 PLAN,GROUND 0 0 IIIII A6 I A2 CONFERENCE I p LEVEL'B' I o x x (2) I I I I 101 L ROOM I A p II I 1 I I<�OBBYANAITING A 2 i ----- a o 0 o IAl -mg,—,­ . bl w 0 w 10 161 1 ENLARGED FINISH PLAN NORTH, GROUND LEVEL - - - --- 1 A8.0 B l U SCALE:118"=1'-0" o 0 60 0 0 0 -- — o 0 of 4 o a x NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 WINDOW SCHEDULE 14'-0" TAG# NAME/LOCATION TYPE SIZE(INCHES) AREA U IN. pF MIN. MIN. FRAME RATING OPERABLE DETAILS ELEC REMARKS WAGNER 3'-3112" 3'-31/2" 3'-3112" 3'-3112" WIDTH HEIGHT(SO FT) �E SHGC VT MAT. FIN. (MIN') HEAD JAMB SILL verify all RO sizes ARCHITECTS 1 CONFERENCE ROOM#104 L 108 48 36 0.40 0.98 0.61 0.67 ALU ANO YES 2/1A8.11 3I1A8.11 1/1A8.11 SHADE TYPE 3 P L A N N E R S 2 WATERISTREET VEG.9142 K 72 48 24 0.40 12.42 0.61 0.67 ALU ANO YES 2/1A8.11 3I1A8.11 1/1A8.11 1 916 P I K E P L A C E 3 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 2/1A8.11 3/1A8.11 1/1A8.11 SEATTLE WA 98101 4 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 2/1A8.11 3/lA8.11 1/1A8.11 2 0 6 4 4 8 • 2 S 2 8 wo pn arorchl�acis.c om P 5 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 2/1A8.11 3/1A8.11 1/1A8.11 WINDOW @SHOPS 6 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 2/lA8.11 3/lA8.11 1/1A8.11 7 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 2/1A8.11 3/lA8.11 1/1A8.11 000aoo3 REGISTERED 8 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 2/1A8.11 3/lA8.11 1/1A8.11 2'-6" 2'-4-" 2'6" ARCHITECT 9 DRIVE-THRU BAY#146 0 96 25 16.7 0.38 0.00 0.38 0.50 ALU ANO 2/1A8.11 3/1A8.11 1/1A8.11 w 10 DRIVE-THRU BAY Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO - - 2/1A8.11 3/1A8.11 1/1A8.11 - - T E WA N O N SiAiE Of W0.5HING N ow 11 11 DRIVE-THRUBAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO - - 211A8.11 311A8.11 111A8.11 - - AS SCHED. AS SCHED. 9'-0" zo> 12 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 2/1A8.11 3/lA8.11 1/1A8.11 w� 13 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 2/lA8.11 3/lA8.11 1/1A8.11 EQ EQ EQ. 2'-4" EQ. EQ. 2'-4" EQ. > �_- 14 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 2/1A8.11 3/1A8.11 1/1A8.11 a 15 PW SIGNS&SOLID WASTE#139 K 72 48 24 0.40 12.42 0.61 0.67 ALU ANO YES 2/lA8.11 3/lA8.11 1/1A8.11 O N m m o /N m �w 16 OFFICE K 60 48 20 0.40 0.00 0.51 0.56 ALU ANO YES 21A8.11 3/1A8.11 1/1A8.11 SHADE TYPE I v v v > 17 OFFICE#116/117 L 108 48 36 0.40 0.00 0.51 0.56 ALU ANO - YES 2/lA8.11 3/lA8.11 1/1A8.11 - SHADE TYPE I 18 OFFICE#116 K 60 48 20 0.40 0.00 0.51 0.56 ALU ANO - YES 2/1A8.11 3/lA8.11 l/lA8.11 - SHADE TYPE 1 19 OFFICE#115 L 108 48 36 0.40 0.00 0.51 0.56 ALU ANO YES 2/lA8.11 3/lA8.11 1/1A8.11 SHADE TYPE I va: @ @ @J 20 OFFICE#114 L 96 48 32 0.40 0.00 0.51 0.56 ALU ANO YES 2/1A8.11 3/1A8.11 1/1A8.11 SHADE TYPE 1 4> > '> > M 21 PARKS OPEN OFFICE#111 L 96 48 32 0.40 0.00 0.51 0.56 ALU ANO YES 2/lA8.11 3/lA8.11 1/1A8.11 22 PARKS KITCH.&TEAMS#112 L 96 48 32 0.40 0.00 0.51 0.56 ALU ANO YES 2/1A8.11 3/1A8.11 1/1A8.11 O © O O 23 PARKS KITCH.&TEAMS#112 L 108 48 36 0.40 0.00 0.51 0.56 ALU ANO YES 211A8.11 3/1A8.11 1/1A8.11 24 PARKS KITCH.&TEAMS#112 K 60 48 20 0.40 0.00 0.51 0.56 ALU ANO YES 211A8.11 3/1A8.11 1/1A8.11 WINDOW WINDOW WAREHOUSE WINDOW WINDOW @ SHOPS 25 PARKS KITCH.&TEAMS#112 L 108 48 36 0.40 0.00 0.51 0.56 HM PTD. YES 211A8.11 3/1A8.11 1/1A8.11 26 CONFERENCE ROOM#104 K 60 48 20 0.40 0.00 0.51 0.56 ALU ANO YES 2/1A8.11 3/1A8.11 1/1A8.11 SHADE TYPE 3 27 NOT USED 6'-0" 28 OFFICE#260 L 108 48 36 0.40 1 0.00 0.38 0.50 WD STN. YES 211A8.11 3/1A8.11 1/1A8.11 SHADE TYPE 1 EQ. EQ. 29 OFFICE#258 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 2/1A8.11 3/lA8.11 1/1A8.11 SHADE TYPE 1 30 OFFICE#256 L 108 48 36 0.40 0.00 0.36 0.50 ALU ANO YES 211A8.11 3/1A8.11 1/1A8.11 SHADE TYPE 1 31 OFFICE#254 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 211A8.11 3/1A8.11 1/1A8.11 SHADE TYPE 1 C? 32 OFFICE#252 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 2/1A8.11 3/1A8.11 1/1A8.11 SHADE TYPE 1 N 33 OFFICE#251 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 2/1A8.11 3/lA8.11 1/1A8.11 SHADE TYPE 1 34 OFFICE#250 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 211A8.11 3/1A8.11 1/1A8.11 SHADE TYPE 1 35 QUIET&WELLNESS 9248 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 211A8.11 3/1A8.11 l/lA8.11 SHADE TYPE 1 N T 4,-4" 36 IPW SIGNS&SOLID WASTE 9244 L 108 48 36 0.40 1 0.00 0.38 0.50 ALU I ANO I YES 2/lA8.1113/lA8.111 1/1A8.11 I SHADE TYPE 1 37 PW SIGNS&SOLID WASTE#244 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 211A8.11 3/1A8.11 l/lA8.11 SHADE TYPE 1 w 38 PW WATER OFFICE#242 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 211A8.11 3/1A8.11 1/1A8.11 SHADE TYPE 1 KEHOC w w 39 PW WATER OFFICE#242 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 211A8.11 3/1A8.11 l/1A8.11 SHADE TYPE 1 N 40 PW WATER OFFICE#242 6 72 48 24 0.40 36.24 0.61 0.67 ALU ANO YES 211A8.11 3/1A8.11 1/1A8.11 Warehouse&Office 0 41 HYDRANTS AND METERS#238 M 108 48 36 ALU ANO INTER.RELITE/TEMP. Building 42 STREETS&VEG.#240 108 48 36 0.40 1.62 0.61 0.67 ALU ANO YES 211A8.11 3/1A8.11 l/lA8.11 4 43 EVIDENCE STORAGE#262 P 168 26 30.4 0.38 8.62 0.61 0.67 ALU ANO 211A8.11 3/1A8.11 l/lA8.11 12607 SE 248TH ST 44 HYDRANTS AND METERS#238 Z 40 48 13.4 - - 211A8.11 3/1A8.11 l/lA8.11 KENT,WA 45 EVIDENCE STORAGE#262 P 168 26 30.4 0.38 8.62 0.61 0.67 ALU ANO 211A8.11 3/1A8.11 1/1A8.11 98030 ® ® O O 46 LUNCH ROOM X 112 94 73.1 - 211A8.11 3/1A8.11 l/lA8.11 WINDOW @SHOPS CLERESTORY WINDOW EXTERIOR SLIDING NTERIOR FIXED 47 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 211A8.11 3/1A8.11 1/1A8.11 TEMPERED WINDOW WINDOW 48 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 211A8.11 3/lA8.11 l/lA8.11 TEMPERED CONSOLIDATED 50 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 211A8.11 3/lA8.11 l/lA8.11 TEMPERED KEY SET ADA: ACCESSIBLE 9-4^ 51 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 211A8.11 3/1A8.11 1/1A8.11 TEMPERED ALUM:ALUMINUM 52 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 211A8.11 3/lA8.11 l/lA8.11 TEMPERED CR: CARD READER JOB NO. 20223 2'-8" T-0" T-0" 53 DRIVE-THRU BAY#146 0 96 25 16.7 0.38 0.00 0.38 0.50 ALU ANO 2/1A8.11 3/1A8.11 111A8.11 TEMPERED HM: HOLLOW METAL D"e 54 DRIVE-THRUBAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 2/lA8.11 3/lA8.11 111A8.11 TEMPERED WD: WOOD MARCH 19,2024-NOTICE TOPROCEED T-4" 3'-4" P-LAM:PLASTIC LAMINATE g�_0• 55 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO - - 211A8.11 3/1A8.11 111A8.11 TEMPERED 6 3.26.2024-REVISION5 B 'P T-0" T-O" 56 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO - - 211A8.11 3/lA8.11 1/lA8.11 TEMPERED PTD: PAINTED w 3'-0" 2'4" 3'-0" ANO: ANODIZED 23 _ 57 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO - - 211A8.11 3/1A8.11 111A8.11 TEMPERED STN: STAINED 58 DRIVE-THRU BAY#146 Q 37 25 6.5 0.38 0.00 0.38 0.50 ALU ANO 2I1A8.11 3/lA8.11 1/lA8.11 TEMPERED TEMRTEMPERED 2" r 59 EVIDENCE STORAGE#262 P 168 26 30.4 0.38 17.78 0.61 0.67 ALU ANO 211A8.11 3/1A8.11 111A8.11 TEMPERED VINYL:BLACK VINYL 1" m� 60 LOBBY/WAITING#101 N 108 79 59.3 ALU ANO 211A8.11 3/1A8.11 1/1A8.11 TEMPERED COATED STEEL 61 EVIDENCE STORAGE#262 P 168 26 30.4 0.38 17.78 0.61 0.67 ALU ANO 2/1A8.11 3/1A8.11 111A8.11 TEMPERED SEE SPECS.FOR SHADE N o 62 NOT USED TYPES M 2" 63 WAREHOUSE#237 P 168 26 30.4 0.38 17.78 0.61 0.67 ALU ANO 2/1A8.11 3/1A8.11 1/1A8.11 TEMPERED � t2 r.; 64 NOT USED - - - - - - - - - - - - - - - - GEN. NOTE 65 WAREHOUSE#237 P 168 26 30.4 0.38 17.78 0.61 0.67 ALU ANO 2/1A8.11 3/1A8.11 1/1A8.11 TEMPERED OPENING DIMENSIONS WINDOW 66 NOT USED FOR WINDOWS ARE TO SCHEDULE& O O O O 67 STREET MAINT.#234 M 108 48 36 0.40 3.26 0.61 0.67 ALU ANO YES 2/1A8.11 311A8.11 1/1A8.11 TEMPERED THE OUTSIDE FACE OF 1/4 LOBBYWINDOW INTERIOR RELITE CORRIDORWINDOW WAREHOUSE WINDOW 68 STREET MAINT.#234 M 108 48 36 0.40 3.26 0.61 0.67 ALU ANO YES 2/1A8.11 311A8.11 1/1A8.11 TEMPERED THEFRAMES. MES.ALLOW OPENING TYPES OE ON EACH O O 69 PW DRAINAGE&VEG.#232 K 72 48 24 0.40 36.24 0.61 0.67 ALU ANO YES 2/lA8.11 311A8.11 1/1A8.11 TEMPERED SIDE WHEN SEE SHEET 1A8.8 70 PW DRAINAGE&VEG.#232 K 76 48 25.4 0.40 36.24 0.61 0.67 ALU ANO YES 2/1A8.11 311A8.11 1/1A8.11 TEMPERED CALCULATING RO 71 PW DRAINAGE&VEG.#232 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 2/lA8.11 311A8.11 1/1A8.11 SHADE TYPE 1/TEMP. DIMENSIONS 72 PW DRAINAGE&VEG.#232 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 2/1A8.11 311A8.11 1/1A8.11 SHADE TYPE 1/TEMP. Alb l­mg n",."-tut,aN�"ab- d 73 PW STORM DRAINAGE#230 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 2/1A8.11 3/lA8.11 1I1A8.11 SHADE TYPE 1/TEMP. OPENING DIMENSIONS w FOR DOORS ARE TO " _ WINDOW TYPES 74 PW STROM DRAINAGE#230 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 2/1A8.11 3/lA8.11 1/1A8.11 SHADE TYPE 1ITEMP. THE INSIDE FACE OF Sh-N°. i 10 75 OFFICE#223 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO - YES 2/lA8.11 3/1A8.11 1/1A8.11 SHADE TYPEI/TEMP. THE FRAME. = SCALE:va°=r-o 76 OFFICE#223 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 2/1A8.11 3I1A8.11 1/1A8.11 SHADE TYPE1ITEMP. /� A8.7 77 OFFICE#222 L 108 48 36 0.40 0.00 0.38 0.50 ALU ANO YES 2/1A8.11 3MA8.11 1/1A8.11 SHADE TYPE 1/TEMP. I ao 78 OFFICE#221 L 108 48 36 0.40 0.00 0.38 0.50 1 ALU I ANO YES 2/1A8.11 3I1A8.11 1/1 A8.111 I SHADE TYPE 1/TEMP. 4 o a x NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 FRONTIER \•� DOOR SCABINET RFCO KEHOC Warehouse & Office Building RFCO 1 Construction Change Proposal 2 Contractor: Bayley Construction Date: 5/7/2024 Contact: Bryce Nelson Written by: Trent Porter DESCRIPTION: In accordance with CP-002, provide the following changes: 1. Delete Casework Island In Room 112-Parks Kitchenette. 2. Add Type 4 wainscot to walls in Room 104-Conference per updated drawing 1A8.0B NOTE-Mail Slot Casework was previously removed in Addendum 2 PLEASE ALLOW FOR PRODUCT LEAD TIME: WEEKS 1. LABOR ADD $ 1,545.60 ST OT DT COST A. CREW 12.00 0.00 1 0.00 $ 1,380.00 B. FOREMAN 0.00 0.00 1 0.00 $ - LABOR ADD SUBTOTAL $ 1,380.00 C. DIRECT SUPERVISION 2% $ 27.60 D. SAFETY 5% $ 69.00 E. SMALL TOOLS 5% $ 69.00 DIRECT LABOR COSTS SUBTOTAL $ 165.60 2. LABOR DEDUCT 1 $ (805.00) ST OT DT F. CREW 7.00 0.00 0.00 $ (805.00) G. FOREMAN 0.00 0.00 0.00 $ - LABOR DEDUCT SUBTOTAL $ (805.00) 3. MATERIAL $ (1,073.00) A. DIRECT MATERIAL COSTS $ 428.00 B. MATERIAL DEDUCTS $ 1,201.00 C. SHIPPING, EXPEDITING, MISC MATERIAL COSTS $ - ST OT DT D. SHOP LABOR (5.00) 0.00 0.00 $ (300.00) E. ENGINEERING 0.00 0.00 0.00 Is - 4. EQUIPMENT OR SPECIAL TOOLS 1 $ - DESCRIPTION 11721 Steele Street South • Tacoma,WA 98444 • P 206-768-2524 F 253-53"156 LICENSE-FRONTDC813L7 Page 1/2 FRONTIER \•� DOOR SCABINET RFCO 1 5.SUB-TIER SUBCONTRACTORS 1 $ - A. $ - B. $ - DESCRIPTION 6.OVERHEAD&PROFIT 1 $ MATERIAL SUBTOTAL $ (1,073.00) MARKUP 15% LABOR SUBTOTAL $ 740.60 MARKUP 15% SUB-TIER SUBTOTAL $ - MARKUP 15% 7.SCHEDULE IMPACT 1 0 WORKING DAYS THIS WORK WILL CAUSE AN INCREASE IN SCHEDULE DURATION OF 0 WORKING DAYS NOTES: . Prices Good For 30 Days. . Product cannot be ordered until RFCO for new products is approved. . Delayed processing of this change order after work is complete will incur interest and financing cost directly associated with this change.We reserve the right to update this change order to include those costs if ownership or GC delays in the issuing of or processing of billable change orders. . Please send change orders to change.orders@frontierdoor.com for processing. EXCLUSIONS: . WSST Sub Total $ (382.26) 0% Sales Tax $ - Total $ (382.26) 11721 Steele Street South • Tacoma.WA 93444 • P 206-768-2524 F 253-53"156 • LICENSE FRONTt7C813L- Page 2/2 Sound Glass COP# 1 Summary Project Name: KEHOC Cost Event: KEHOC-CP-002 Project No. Source Documents: Date: 5/7/2024 Contractor: Sound Glass Contractor Ref.No. CP-002 Description: Update interior relite#41 from window type Z to window type M 1. CRAFT LABOR COSTS Itemize all costs on attached COP Cost Breakdown form. Direct Labor Costs: a. Crew(apprentices,journeymen,Foreman,&laborers) $ 1,763.86 DIRECT LABOR SUBTOTAL $ 1,763.86 1.CRAFT LABOR COSTS $ 1,764.00 2. MATERIAL COSTS a. Material total from cost breakdown form $ 1,906.00 2.MATERIAL COSTS $ 1,906.00 3. EQUIPMENT COSTS a. Equipment total from cost breakdown form $ 3.EQUIPMENT COSTS $ - SUBTOTAL 1 thru 3 $ 3,670.00 4. OVERHEAD&PROFIT a. 15% $ 550.50 4.OVERHEAD&PROFIT $ 551.00 5. LOWER-TIER SUBCONTRACTORS Total Cost Direct Cost a. $ $ b. $ $ C. $ $ d. $ $ e. $ $ f. $ $ 5.SUB-SUBCONTRACTORS $ 6. OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS a. Total Lower-Tier Subcontractor Direct Costs $ b. 7% of Sub-Subcontractor DIRECT costs $ 6.OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS $ - 7. INSURANCE a. Payroll driven liability insurance 2% of 1 $ 35.28 b. Volume driven liability insurance 1% of 1-6 $ 42.21 7.INSURANCE $ 77.00 8. BOND a. Bond =of 1-7 $ - 8.BOND $ - TOTAL COST $ 4,298.00 Add 1 M Frame&remove 1 Z frame-REV1 Page of Issued 5/21/2024 Sound Glass COP# 1 Breakdown Project Name: KEHOC Cost Event: KEHOC CP-002 Project No. Date: 5/7/2024 Contractor: Sound Glass Contractor Ref.No. CP-002 Unit Labor Material Equipment Total Description Type Unit$ Cost Unit$ Cost Unit$ Cost Cost Marlin Material for Z frame deduct 1 EA $ -$495.00 $ (495.00) $ $ (495.00) Marlin Material Add for M Frame 1 EA $ $2,401.00 $ 2,401.00 $ $ 2,401.00 labor 16 HR $110.24 $ 1,763.86 $ $ $ 1,763.86 Subtotal $ 1,763.86 $ 1,906.00 $ $ 3,669.86 $ $ $ $ $ $ $ $ Total Cost of Work $ 1,763.86 $ 1,906.00 $ $ 3,669.86 Add 1 M Frame&remove 1 Z frame-REV1 Page _of Issued 5/21/2024 PRUeMEil C ma:rlkln s Proposal Date Estimate# incor po:a-Ed 6/19/2024 7060 P.O.Box 339-Silvana,WA 98287 www.pavement-markings.com Ph#425-232-7490 Modified Date Name/Address Project Bayley Construction P.O.Box 9004 Mercer Island,WA 98040 KEHOC Warehouse&Office-Kent Description Qty Rate Total Bl er email request and plans provided through Procore Address. 607 SE 248th St Kent,WA **Site Striping**Sheet: 10,435 LF.Parking stall striping 'nted 10,435 0.45r4;,695.7520,726 SF.Hashed areas painted 20,72 0.656 EA.ADA parking stalls stenciled painted NOT APPLICABL 6 65.0015 EA.EV Parking stalls stenciled and painted 15 65.001 EA.Second coat of paint on new asphalt as required 1 10,000.00 , . 85 EA.Flat bottom concrete wheel stops supplied and installe 85 125.00 10,625.00 6 EA.ADA signs supplied and installed in landscaping or wall mou 6 425.00 2,550.00 1 EA.Prevailing wage Administration&Overhead charge 1 20,000.00 20,000.00 (Our trades PW cost is currently at$89.50 HR.) 1 EA.Charge for Mobilization to Kent(Assumes 6 round t ' to complete the above 3,000.00 3,000.00 listed work) **Alternates**Includes Prevailing wage is For assumed hours for each scope of work Misc standard traffic signage 500 EA.(Excludes core drilling) Core Drilling @$225 .Up to 12"core EV Signage @$ EA.supplied and installed(Excludes Core drilling) 6"Concre ed bollards @$975 EA.(Excludes Bollards) Surf, mounted 6"bollards filled with Concrete around HVAC area @$675 EA. CP-002 Requested ALT ADD Fire Lane Striping @$2.50 LF.(Approx:4,020)$10,050 parking stalls,and Concrete Wheelstops @$3,500 Bid includes all labor and materials to complete the above listed work at a prevailing wage rate Bid excludes any core drilling Bid excludes any site cleaning other than the standard broom and blow prior to our scope of work Bid excludes any work outside the above listed work per this proposal S Tx-Tacoma 10.30% 0.00 Thank you for the opportunity to earn your business,Brandon Crain Total P« AYLEY Bayley Construction,LP Project:24057-Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #060 - RFI-034 - Hardware Set Power Supplies Origin: RFI#34:Hardware Set Power Supplies Date Created: 6/13/2024 Created By: Nils Brian Nilsson Status: Submitted, Not Proceeding Scope: In Scope Type: Change Order Request Change Reason: Client Request Description: RFI-034-Hardware Set Power Supplies Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. 26-100-000.S VECA ELECTRIC& Is 1.0 $36,562.07 $36,562.07 $36,562.07 1.0 $36,562.07 $36,562.07 $36,562.07 $0.00 Electrical.Commitments- TECHNOLOGIES,LLC Subcontracts 24057-4004 Description: Provide and install infrastructure and(13)new 120V circuits to support(32)door locations and associated connections. hours 4.0 $95.00 $380.00 $380.00 4.0 $95.00 $380.00 $380.00 $0.00 Description: Foreman hours 4.0 $50.00 $200.00 $200.00 4.0 $50.00 $200.00 $200.00 $0.00 Description: Cleanup Is 1.0 $110.00 $110.00 $110.00 1.0 $110.00 $110.00 $110.00 $0.00 Description: Dumpster Grand Totals $37,252.07 $0.00 $37,252.07 $37,252.07 $0.00 $0.00 $0.00 $37,252.07 $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:6/13/2024 at 08:52AM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 060 Project No.24507 Doc#: RFI-034 Work Description: RFI-034-Hardware Set Power Supplies Date: 5/7/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs Veca-Provide and install infrastructure and(13)new 120V circuits to support(32)door locations and associated connections. 1 Is $ - $ $ 36,562.07 $ 36,562 $ 36,562 Foreman 4 95.00 $ 380 $ $ $ - $ 380 Cleanup 4 150.00 $ 200 $ $ $ $ 200 Dumpster 1 LS $ - $ 110.00 $ 110 $ $ 110 8 $ $ 580 $ $ 110 $ 36,562 Clarification.Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 37,252 General Conditions Incl. Excludes WSST. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 15.00% $ 5,588 GRAND TOTAL $ 42,840 Time Request: We have proceeded on this change proposal on Owner's verbal direction/RFI response We will proceed with this change proposal when a copy,signed by an authorized representative,is received by 7X 1 Bayley Construction. To prevent delays and further impacts please approve by: 6/13/2024 Owner's Representative Date Bayley Construction Date VVECA ELECTRIC&COMMUNICATIONS CHANGE NOTICE CCN# 4 VECA Electric And Technologies LLC Date: 5/14/2024 5614 7th Ave S Project Name: JT-628887-KEHOC Seattle, WA 98108 Project Number: JT-628887-KEHOC Telephone: 206-919-0850 Page Number: 1 E-mail:jtaylor@veca.com Client Address: Bayley Construction Contact: Brian Nilsson 8005 SE 28th St. Mercer Island,WA 98040 USA Contact: Brian Nilsson Work Description This CO reflects costs associated with RFI #34 and the response to provide and install infrastructure and (13) new 120V circuits to support(32) door locations and associated connections. This CO excludes all provding and installing hardware sets and power supplies to the (32) locations. We reserve the right to correct this quote for errors and omissions. Itemized Breakdown Description Qty Net Price U Total Mat. Labor U Total Hrs. 3/4" CONDUIT- EMT 1,975 107.06 C 2,114.43 4.40 C 86.90 3/4" CONN SS STL-EMT 64 36.00 C 23.04 12.50 C 8.00 3/4"COUPLING SS STL- EMT 198 44.00 C 87.12 0.00 C 0.00 3/4" 1-H STRAP-EMT-STEEL 247 19.07 C 47.10 6.75 C 16.67 #12 THHN BLACK 6,518 179.00 M 1,166.72 6.44 M 41.98 WIRE CONN RED 96 27.12 C 26.04 7.50 C 7.20 4x 1 1/2"SQ BOX COMB KO 32 179.06 C 57.30 20.00 C 6.40 4"SQ BLANK COVER 32 72.88 C 23.32 3.13 C 1.00 #8 TO#1 Ox 7/8 PLAS ANCHOR(3/16) 311 4.62 C 14.37 7.50 C 23.32 #10x 1 P/H SELF-TAP SCREW 311 5.05 C 15.71 3.75 C 11.66 Totals 9,784 3,575.15 203.14 Summary General Materials 3,575.15 Material Total 3,575.15 CRAFTSMAN LABOR (203.14 Hrs @$119.02) 24,177.72 FOREMAN @ 15% (30.47 Hrs @$128.08) 3,902.60 Overhead (@ 10.000 %) 3,165.55 Markup (@ 5.000 %) 1,741.05 CHANGE_NOTICF DEN# 4 Client Address: Date: 5/14/2024 Project Name: JT-628887-KEHOC VECA Electric And Technolonips LLC Project Number: JT-628887-KEHOC 5614 7th Ave S,_-.. _ 'Bayley Construction Seattle, WA 98108 8005 SE 28th St. Page Number: 2 Mercer Island,WA 98040 Summary(Cont'd) Subtotal 36 562.07 Final Amount �,562.07 CONTRACTOR CERTIFICATION Name: Date: Signature: I hereby certify that this quotation is complete and accurate based on the information provided. CLIENT ACCEPTANCE CCN # 4 Final Amount: $36,562.07 Name: Date: Signature: Change Order#: I hereby accept this quotation and authorize the contractor to complete the above described work. AYLEY Bayley Construction, LP Project:24057 Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 RFI #34: Hardware Set Power Supplies Status Closed on 05/08/24 To Sam Scarmardo(Wagner Architects and Planners) From Bryce Nelson(Bayley Construction,LP) (Response Required) 8005 SE 28th Street Abigail Purnapuspita(Wagner Architects and Mercer Island,Washington 98040 Planners) Date Initiated Apr 16,2024 Due Date Apr 30,2024 Location Cost Impact Yes(Unknown) Schedule Impact No Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Justin Taylor(VECA ELECTRIC& Sub Job TECHNOLOGIES, LLC) Copies To Jorge Acosta(Pipe Construction, Inc.), Brian Butler (Corona Steel),Jon Bosshart(VECA ELECTRIC& TECHNOLOGIES, LLC), Ken Brumley(SCI INFRASTRUCTURE, LLC),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC),Jason Craig(SCI INFRASTRUCTURE, LLC), Derrek Gunn(Pipe Construction, Inc.),Zac Gurule(SCI INFRASTRUCTURE, LLC), Brian Henderson(Pipe Construction, Inc.),Chris Hansen(SCI INFRASTRUCTURE, LLC), Nathan Harper(City of Kent),Cory Hehr(Pipe Construction, Inc.),Jason Howard(SIEMENS INDUSTRY INC), Ryan Jackson (Sound Glass),Will Moore(City of Kent),Mike Nelson(Delta Mechanical),Christian Nicholson (Corona Steel),Nils Brian Nilsson(Bayley Construction,LP), Leah Sandberg(Washington Architectural Hardware),Sam Scarmardo(Wagner Architects and Planners),Tyson Schiessl(Masco Corporation), Mark Scoccolo(SCI INFRASTRUCTURE, LLC), Kevin Sodano(Pipe Construction, Inc.),Justin Taylor(VECA ELECTRIC &TECHNOLOGIES,LLC),Jessie Teague(VECA ELECTRIC&TECHNOLOGIES,LLC), Kelli Thomas (Delta Mechanical),Michael Thomas(Pipe Construction, Inc.) Activity Question Question from Bryce Nelson Bayley Construction,LP on Tuesday,Apr 16, 2024 at 01:17 PM PDT Per CP-003 provided in CCD-001 and Spec section 08 71 00,power supplies are required for the following hardware sets: 1.0,3.0.4.0,5.0,7.0,9.0, 11.0,and 27.0.Per Securitron AQL4 specifications,a 120V circuit is required for these power supplies.The electrical drawings and panel schedules do not depict the required 120V circuit for these power supplies.This RFI affects(32)doors. Please provide panel and circuit information required for these door power supplies. Attachments RFI 034 Backup.pdf Bayley Construction,LP Page 1 of 2 Printed On: May 29,2024 08:59 AM PDT RFI#34-Hardware Set Power Supplies Project:24057 Kent East Hill Operations Center Official Response Response from Bryce Nelson Bayley Construction,LP on Wednesday,May 8, 2024 at 04:20 PM PDT Please review the attached RFI. Bayley Construction requires a response to this correspondence no later than three(3) working days from the date of this transmission. Failure to reply by this date will negate your rights to request for additional money and/or time as related to this document. If the attached document has costs or schedule implications,you are required to provide,but not limited to,the following: COP: Reference the document number and a description of the added scope of work Detailed cost breakdown with quantities,labor,and materials. Effect on current project schedule including anticipated duration. Bond,insurance,and OH&P per contract terms. You must submit a complete COP within seven(7)working days from the date of original transmission.Failure to do so will negate your rights to request for additional money and/or time as it relates to this change. If you have any question,please contact Brian Nilsson at(206)549-8342 or Bryce Nelson at(509)969-2824. Official Response Response from Sam Scarmardo Wagner Architects and Planners on Wednesday, May 8, 2024 at 03:00 PM PDT See attached document Attachments KEHOC-rfi#34-hardware_set_power_supplies-202404162233_TW E.pdf Bayley Construction,LP Page 2 of 2 Printed On: May 29,2024 08:59 AM PDT BAYLEY Bayley Construction, LP Project:24057 Kent East Hill Operations Center 8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 RFI #34: Hardware Set Power Supplies Status Open To Sam Scarmardo(Wagner Architects and Planners) From Bryce Nelson(Bayley Construction,LP) (Response Required) 8005 SE 28th Street Abigail Purnapuspita(Wagner Architects and Mercer Island,Washington 98040 Planners) Date Initiated Apr 16,2024 Due Date Apr 30,2024 Location Cost Impact Yes(Unknown) Schedule Impact No Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Justin Taylor(VECA ELECTRIC& TECHNOLOGIES, LLC) Copies To Jorge Acosta(United Test&Balance),Brian Butler (Corona Steel),Jon Bosshart(VECA ELECTRIC& TECHNOLOGIES, LLC), Ken Brumley(SCI INFRASTRUCTURE, LLC),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC),Jason Craig(SCI INFRASTRUCTURE, LLC), Derrek Gunn(Pipe Construction, Inc.),Zac Gurule(SCI INFRASTRUCTURE, LLC), Brian Henderson(Delta Mechanical),Chris Hansen(SCI INFRASTRUCTURE, LLC), Nathan Harper(City of Kent),Cory Hehr(Pipe Construction, Inc.),Jason Howard(SIEMENS INDUSTRY INC), Ryan Jackson (Sound Glass),Will Moore(City of Kent),Mike Nelson(Delta Mechanical),Christian Nicholson (Corona Steel),Nils Brian Nilsson(Bayley Construction,LP), Leah Sandberg(Washington Architectural Hardware),Sam Scarmardo(Wagner Architects and Planners),Tyson Schiessl(Masco Corporation), Mark Scoccolo(SCI INFRASTRUCTURE, LLC), Kevin Sodano(Pipe Construction, Inc.),Justin Taylor(VECA ELECTRIC &TECHNOLOGIES,LLC),Jessie Teague(VECA ELECTRIC&TECHNOLOGIES,LLC), Kelli Thomas (Delta Mechanical),Michael Thomas(Delta Mechanical) Activity Question Question from Bryce Nelson Bayley Construction,LP on Tuesday,Apr 16, 2024 at 01:17 PM PDT Per CP-003 provided in CCD-001 and Spec section 08 71 00,power supplies are required for the following hardware sets: 1.0,3.0.4.0,5.0,7.0,9.0, 11.0,and 27.0.Per Securitron AQL4 specifications,a 120V circuit is required for these power supplies.The electrical drawings and panel schedules do not depict the required 120V circuit for these power supplies.This RFI affects(32)doors. Please provide panel and circuit information required for these door power supplies. Attachments RFI 034 Backup.pdf James Chong -Tres West Engineers-2024-05-06 Awaiting an Official Response See attached drawings included as part of RFI#34 for 120V power supply Bayley Construction,LP circuits. KEHOC KENT WAREHOUSE OFFICE BUILDING KENT,WA Hardware Sets Revised Set: 1.0 Doors: X.102 8 Hinge(heavy weight) T4A3386 x NRP US32D MK 2 Electric Power Transfer EL-CEPT 630 SU 1 CCooncealed Vert Rod Exit,Exit Only 7220 B EO 630 YA 1 Concealed Vert Rod Exit,Nightlatch 7220 B MELR 501F 630 YA RX Latch Retraction 1 Rim Cylinder 12E-72 626 BE 2 Door Pull DTB RM3131-24 Mtg-Type 12HD US32D RO 1 Door Closer PR7500 689 NO 1 Automatic Opener 6300 series as required 689 NO 2 Door Stop 463-RKW US32D RO 2 Sweep 315CN PE 1 Threshold 273x3AFG FHSL14SS-2 PE 1 Threshold 1842APK PE 2 Frame Harness QC-C1500(as required) MK 2 Door Harness QC-C_(as required) MK 2 Touchless Actuator 673 NO 1 Power Supply AQL4-R8E1 SU a Notes: Presenting a valid credential to reader unlocks doors. Free egress at all times. Presenting a valid credential to reader unlatches door. Auto operator sequence by contractor and section 28. DOOR HARDWARE SCHEDULE 080671 - 1 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Doors: X.104, X.107, X.110, X.113, X.116, X.119, X.122, X.123, X.126, X.129, X.132, X.139, X.141, X.142 3 Hinge (heavy weight) T4A3386 x NRP US32D MK 1 Electric Power Transfer EL-CEPT 630 SU 1 ERXctrified Rim Exit, Fail Secure 7100 B CR691 F 630 YA 4 1 Rim Cylinder 12E-72 626 BE 1 Door Closer PR7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Door Stop 463-RKW US32D RO 1 Rain Guard 346C PE 1 Gasketing S44_ PE 1 Sweep 315CN PE 1 Threshold 273x3AFG FHSL14SS-2 PE 1 Threshold 1842APK PE 1 Frame Harness QC-C1500 (as required) MK 1 Door Harness QC-C_(as required) MK P 1 Power Supply AQL4-R8E1 SU �j Notes: Presenting a valid credential to reader unlocks lever. Free egress at all times. 1/30/2024 Page 18 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Set: 4.0 G ors:D 6 Hinge (heavy weight) T4A3386 x NRP US32D MK 1 Electric Power Transfer EL-CEPT 630 SU 4 1 Self-Latching Flush Bolt Set 2845 US32D RO 1 Fail Secure Lock RX CRR6 8891 FL LC REX 626 YA 1 Mortise Cylinder 1 E-74 626 BE 1 Coordinator 2600 (brackets as required) US28 RO 2 Door Closer PR7500 689 NO 2 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 2 Door Stop 463-RKW US32D RO 1 Astragal 357SS PE 1 Rain Guard 346C PE 1 Gasketing S44_ PE 2 Sweep 315CN PE 1 Frame Harness QC-C1500 (as required) MK 4 1 Door Harness QC-C_(as required) MK 4 1 Power Supply AQL4-R8E1 SU 4 Notes: Presenting a valid credential to reader unlocks lever. Free egress at all times. 1/30/2024 Page 19 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Set: 5.0 Doors: X.109, X.134 3 Hinge (heavy weight) T4A3386 x NRP US32D MK 1 Electric Power Transfer EL-CEPT 630 SU 4 1 ERXctrified Rim Exit, Fail Secure 7100 B CR691 F 630 YA 1 Rim Cylinder 12E-72 626 BE 1 Door Closer PR7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Door Stop 463-RKW US32D RO 1 Rain Guard 346C PE 1 Gasketing by door mfg. 1 Sweep 315CN PE 1 Threshold 273x3AFG FHSL14SS-2 PE 1 Threshold 1842APK PE 1 Frame Harness QC-C1500 (as required) MK 4 1 Door Harness QC-C (as required) MK 1 Power Supply AQL4-R8E1 SU �j Notes: Presenting a valid credential to reader unlocks lever. Free egress at all times. Set: 6.0 Doors: X.143 6 Hinge (heavy weight) T4A3386 x NRP US32D MK 1 Self-Latching Flush Bolt Set 2845 US32D RO 1 Storeroom or Closet Lock CRR6 8805FL LC 626 YA 1 Mortise Cylinder 1 E-74 626 BE 2 Door Closer PR7500 689 NO 2 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 2 Door Stop 463-RKW US32D RO 1 Astragal 357SS PE 1 Rain Guard 346C PE 1 Gasketing S44_ PE 2 Sweep 315CN PE 1 Threshold 273x3AFG FHSL14SS-2 PE 1/30/2024 Page 20 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Set: 7.0 Doors: D.101 3 Hinge (heavy weight) T4A3786 US26D MK 1 Electric Power Transfer EL-CEPT 630 SU 4 1 ERXctrified Rim Exit, Fail Secure 7100 B CR691 F 630 YA 1 Rim Cylinder 12E-72 626 BE 1 Door Closer PR7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S44_ PE 1 Frame Harness QC-C1500 (as required) MK 1 Door Harness QC-C_(as required) MK 1 Power Supply AQL4-R8E1 SU �j Set: 8.0 Doors: D.144, D.210 3 Hinge, Full Mortise TA2714 US26D MK 1 Storeroom or Closet Lock CRR6 8805FL LC 626 YA 1 Mortise Cylinder 1 E-74 626 BE 1 Wall Stop 409 US32D RO 1 Gasketing S44_ PE 1/30/2024 Page 21 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Set: 9.0 Doors: D.103 6 Hinge (heavy weight) T4A3786 US26D MK 2 Electric Power Transfer EL-CEPT 630 SU 4 2 Concealed Vert Rod Exit, 7220 B MELR 501 F 630 YA Nightlatch RX Latch Retraction 2 Rim Cylinder 12E-72 626 BE 2 Door Pull DTB RM3131-24 Mtg-Type 12HD US32D RO 2 Door Closer PR7500 689 NO 2 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Astragal Gasketing S1125D PE 1 Gasketing S44_ PE 2 Frame Harness QC-C1500 (as required) MK 2 Door Harness QC-C_(as required) MK 1 Power Supply AQL4-R8E1 SU �j Notes: Presenting a valid credential to reader unlatches doors. Free egress at all times. Set: 10.0 Doors: D.104, D.125, D.126, D.128 3 Hinge (heavy weight) T4A3786 US26D MK 1 Classroom or Office Lock CRR6 8809FL LC 626 YA 1 Mortise Cylinder 1 E-74 626 BE 1 Door Closer PR7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S44_ PE 1 Threshold 272A FHSL14SS PE 1/30/2024 Page 22 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Doors: D.105, D.106, D.107, D.149, D.203, D.215, D.220, D.227, M.101 3 Hinge (heavy weight) T4A3786 US26D MK 1 Electric Power Transfer EL-CEPT 630 SU 4 1 Fail Secure Lock RX CRR6 8891 FL LC REX 626 YA 4 1 Mortise Cylinder 1 E-74 626 BE 1 Door Closer 7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Door Stop 441 CU/409 as required US26D RO 1 Gasketing S44_ PE 1 Frame Harness QC-C1500 (as required) MK 4 1 Door Harness QC-C_(as required) MK 4 1 Power Supply AQL4-R8E1 SU �j Notes: Presenting a valid credential to reader unlocks lever. Free egress at all times. Set: 12.0 Doors: D.109, D.142, D.148, D.211, D.244 3 Hinge (heavy weight) T4A3786 US26D MK 1 Storeroom or Closet Lock CRR6 8805FL LC 626 YA 1 Mortise Cylinder 1 E-74 626 BE 1 Door Closer 7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Door Stop 441 CU/409 as required US26D RO 1 Gasketing S44_ PE 1/30/2024 Page 23 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Set: 24.0 Doors: D.218, D.258 6 Hinge (heavy weight) T4A3786 US26D MK 2 Electric Power Transfer EL-CEPT 630 SU 4 1 Flush Bolt 2805 US26D RO 1 Fail Secure Lock RX CRR6 8891 FL LC REX 626 YA 4 1 Mortise Cylinder 1 E-74 626 BE 2 Door Closer CPS7500 689 NO 2 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Astragal 357SS PE 1 Gasketing S44_ PE 1 Frame Harness QC-C1500 (as required) MK 4 1 Door Harness QC-C (as required) MK 4 1 Power Supply AQL4-R8E1 SU 4 Notes: Presenting a valid credential to reader unlocks lever. Free egress at all times. Set: 25.0 Doors: D.219 3 Hinge (heavy weight) T4A3786 US26D MK 1 Rim Exit Device, Passage 7100 CR628F 630 YA 1 Door Closer 7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S44_ PE Set: 26.0 Doors: D.102 , D.108 , D.150 3 Hinge (heavy weight) T4A3786 US26D MK 1 Fire Rated Rim Exit, Classroom 710OF CR626F 630 YA 1 Rim Cylinder 12E-72 626 BE 1 Door Closer PR7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S44_ PE 1/30/2024 Page 27 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Set: 27.0 Doors: D.141 3 Hinge (heavy weight) T4A3786 US26D MK 1 Electric Power Transfer EL-CEPT 630 SU 4 1 ERXctrified Rim Exit, Fail Secure 7100F B CR691 F 630 YA 1 Mortise Cylinder 1 E-74 626 BE 1 Door Closer 7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Door Stop 441 CU/409 as required US26D RO 1 Gasketing S44_ PE 1 Frame Harness QC-C1500 (as required) MK 1 Door Harness QC-C_(as required) MK 1 Power Supply AQL4-R8E1 SU �j Notes: Presenting a valid credential to reader unlocks lever. Free egress at all times. *** END OF SECTION 08 71 00 *** 1/30/2024 Page 28 of 28 IL Securitrow AQL4, 61102/104 Power Supply Boards Specifications Certifications Electrical Environmental • UL2941-isted • ULC-S319Listed • Up to 91%efficiency Operating Temperature: • UL 603 Listed • CSA C22.2#107.1 32°to 120°F[0°to 49°C] • UL 1076 Listed • RoHS Compliant • ULC-S318 Listed ----------------- • • . Secu ritron AQL102 Secu ritro n AQL11 Voltage 120 VAC or 230 VA AC Input at50-60Hz .. ................................................lmi.8 .. . .. .. .. .. ...-.. .. .. ....... .................................... .. ....... .. ....... .. .. .. ................ .. ............................................ Current A max 3.7 A max 3 A 5.7 A ...............................................:..................................................... ......................................................... .............................. ........................................... ........................................... Standby Current 80 mA 150 mA 110 mA 160 mA ...............................................:............................................................................................................................................ .......... .............................................................................. Voltage 11.3-12.0V 11.2-12OV 11.3-12.0V DC Output at _ . 12 V Setting Max Current 4 A 6 A 10 A .... ....I............. ............ ...... ......... ........ .......... (Auxiliary power-limited Ripple&Noise 120 mV 120 mV 120 mV output rated at 1.5 A. Regulation ±z% ±2% ±2% Total current must not ......... ...... ... . .... .......... exceed max current) Efficiency 82% 88% 89% (120 VAC 60 Hz In,Full Load,No Batt) ...............................................:..................................................... ....................................................................................... ........................................... Auxiliary Output(12 V) Current 1.5 A max 1.5 A max 1.5 A max ...............................................:............................................................................................................................................ ........................................... ............................................ Voltage 23.5-24.0 23.224.0 23.4-25.OV DC Output at _ . . . _..... _ . _ -_. ........ . . . Max Current 3 A 6 A 10 A 24 V Setting _ . . . .... _ _ . _...... .._.... . ........ . . �AUXIIIArypower-limited. Ripple&Noise 240 mV 240 mV 240 mV ................... ............ ...... ... output rated at 1.5 A. Regulation ±2% ±2% ±2% .............. ......................_.............. _._.... .. .......... ........ ................ .......... .............. Total current must not 83% 85% exceed max current) Efficiency (120VAC60Hzln, (120VAC60Hzln, 91% Full Load,No Batt) Full Load,No Batt) ..............................................:.............................................................. .. . . .. .. .. . .. .. ............. ............................. ........................................... Auxiliary Output(24 V) Current 1.5 A max 1.5 A max 1.5 A max ...............................................:............................................................................................................................................ ...................................................................................... .. Size&Type 4-40AH 4-80AH 4-80AH 4-80AH Lead Acid or Gel Cell Lead Acid or Gel Cell Lead Acid or Gel Cell Lead Acid or Gel Cell ........._........_ _........... __ _ _._. _ ............ .... ......... ...... ......... ...... .... ........ ....... 1A(±10%) 1.6A(±10%) 1.6 A(±1 0%)max Cha rger 1.6 A(±1 0%)max Cha rge r Battery Charge Current maximum adjustable maximum adjustable current is 1.6A max current is 1.6 A max via DIP switch.1.0 A high via DIP switch.1.6 A high for high setting,0.8 A for high setting,0.8 A setting,0.5Alowsetting. setting,0.8A low setting. max for low setting. max for low setting. _ _ ..... __ ........................................ ......... ................. .. ........... .... ...... .. Low battery disconnect to 70%of nominal batteryvoltage prevent deep discharge ......... ......... _... ............. ..... .. ..... _... ......... _ _. ......... ......... ......... ......... ....-- Fuse Rating Battery ATM 15 A ......... ......... .. BTU Output BTUIHr 34-41 44 62 55 92 ... ... .... _ ..... . ..._ .... .... .... .. ... .. .... .... Low AC 95 V(±6%) Fault Setpoints _....................................................................................................................................... Output Voltage ±10%of nominal ....:. ........ .......... ............ _ . ........... ....... ........ ....... ...... .... ....... . ...... .. ....... ...... AC FLT Fault Relay Contacts ..................................................... 1 A at 24 VDC SYS FIT .............. .... ... ..:. ....... ............ ........... __ _ _ _ __ _ _ _ .......... ....... .......... . ...... ......._. .......... ....... ..........I............ 6"Lx4"Wx2.5"H 8.25'Lx5.5'Wx2.5'H 8.25"Lx5.5'Wx2.5'H 8.25"Lx5.5'Wx2.5"H Board Size [152.4mmx101.6mm [209.55mmx139.7mm [209.55mmx139.7mm [209.55mmx139.7mm x63.5mm] x63.5mm] x63.5mm] x63.5mm] ..................................................................................................... .. .. .. .......... ............................................................................................................................................ Weight .75 Ibs 1.0Ibs 1.5 Ibs 1.5Ibs ....... ......... ............... ........ .......... ..............__ _ _ __ _ ._. ....................-..... ...... . ............._........ ...... ....... .. ........ ...... Enclosure Size 14"H x 12"W x4.5'D[355.6mm x 304.8mm x 114.3mm] _._._._._._._._._....._ ._._._._._._._._._......_........... ..._..._._._._._.__._._._.__._.._.__...._._._._ ...... ._.__ _._. _._._._._.. ..._._._._._._.._....._._....._._....._........... Weight 14lbs 4 4� 16 , � 15 , �1 � , � 13 , � 12 , 11 , � 1 ®, / 9 , / 8 , GENERAL NOTES 1. PROVIDE CONTROLLED RECEPTACLES PER W A G N E R WASHINGTON STATE ENERGY CODE C405.10. A R C H I I E I S PROVIDE PLUG LOAD CONTROLLERS AS REQUIRED. "S" NEAR A RECEPTACLE P L A N N E R S / - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — INDICATESACONTROLLEDRECEPTACLEA DUPLEX RECEPTACLES SHALL BE SPLIT-WIRED 1 9 1 6 PIKE PLACE WITH THE TOP HALF CONTROLLED. DOUBLE S E AT T L E WA 9 81 01 DUPLEX RECEPTACLES SHALL BE ONE 2 0 6 • 4 4 8 • 2 5 2 8 CONTROLLED AND ONE UNCONTROLLED DUPLEX RECEPTACLE IN A COMMON BACKBOX. I 1 2. CONTROLLED RECEPTACLES IN STAND-ALONE ROOMS TO BE CONTROLLED VIA LOW-VOLTAGE J. 000 OO o O o SWITCH AND OCCUPANCY SENSOR. OCCUPANCY SENSOR SHALL AUTOMATICALLY -FORKLIFT CHARGER ENERGIZE RECEPTACLES EVEN WHERE LIGHT p I FIXTURES ARE MANUAL ON. ISTE ® ® ® ® vo ® ® ® � � 3. PROVIDE LOCKABLE IN-USE COVER FOR ALL �SSIONAL 7S-2 P17 2 8 P12 1 8 WP LP14S-9 FORKLIFT CHARGER �o �ig 3813��9 / � — — — — _ — — — — — — — _ — — — — — — — _ _ _ _ _ _ _ _ _ EXTERIOR WEATHERPROOF RECEPTACLES. / 'O L�TT g - 0 �OR LP12S-15 •  — ' LP14S-7 ' P12S-2,4 9 P 9 • W #10G OLL-UP DOOR OLL-UP DOOR LP17S-13 OLL-UP LP12S-9 OLL-UP DOOR LP1 -1 ROLL-UP DOOR I LP 17S-27 / LP 14S-2,4 Consultants: LP12S-1 LP12S-9 LP17S-13 S WP WP I I 151 I I I I I I OPEN OFFICE LP17S-15 S I WP LP14S-1 /B5 � 1 — LP17S-15 S 1 m EE�RS / � I I I I I WP LP17S-3 5 TRES WEST ENGINEERS, INC. E8 1 152 2702 SOUTH 42ND STREET, SUITE 301 I I 1U LP12S-1 PW STREET LP12S-9 138 TACOMA, WA Phone: 53.472.330015 11 1 WP WP LP14S-1 WAREHOUSE www.treswest.com II REF J III II 17S-23 TI T I7 TI T rf II WP IIIIIIIIIII II 1 1�50 I LP17S-23 I I IIIIIIIIIII PLAN NOTES LP17"7S-3 WP LI 1 L1 LL JANITOR LP12S-13 LP14S-1 O BLOCK HEATER. ii WP LP17S-1 ®AO OWP O PROVIDE POWER TO PLUMBING FIXTURE / We SENSOR. COORDINATE EXACT REQUIREMENTS TLP12S-11 / P14S WITH MANUFACTURER. 149 ® 2 I LP12S-1 LP12S-1 LP12S-1 1 LP12S-9 I LP14S-3 LP14S-3 LP14S-3 ® LP14S-3 ! T 6 WIC W WP 12S �'' WP WP WP WP A,WP i O PROVIDE MILBANK 125A, 120/240V MILLENNIUM W A 5 H I N G TO N CD _ — — — — — — — — — _ — SERIES UNMETERED POWER OUTLET WITH (1) p 14-50R, (1)TT30R, AND (1) 5-20R GFI J 10 13S WP 15S�WP WP 11 RECEPTACLE CONFIGURATIONS AND (1)50A, 1 = ZUVP LP13S-7 LP15S-5 % LP15S-9 LP1 S-15 LP16S-15 % LP1 -13 2P, 120/240V, (1) 30A, 1 P, 120V, AND (1)20A, 1 P, CD. 17P17 - 8 LP13 -3 LP13S-3 LP15S-5 120V CIRCUIT BREAKER CONFIGURATIONS.ELEC. rLU P17bI I I I 1 81 1 1111 1 1 1 1 0 NOT USED. Warehouse & Office 11ill 148 LP13S-11 LP16S-7 Building WID — 1"C, 2#4, #4G SECONDARY O 1 O NOT USED.LP17S-1 1N-10 WP WP WP O II 146 II II EVIDENCE 1 1 O LP15S-13 I O COORDINATE OUTLET TYPE, WIRE SIZE AND T QUANTITY WITH MANUFACTURER PRIOR TO II III LA�11 1 i 1 1 1 1 1 12607 E 248TH T DRIVE-THRU ROUGH-IN. II BAY II II 1 1 O COORDINATE LOCATION WITH OWNER PRIOR KENT, WA 1 1 O TO ROUGH-IN. 98030 II II II I WPLP13S-9 O O PROVIDE CHATSWORTH CUBE-iT WALL 1 LWIDP15S-11 1 1 MOUNTED 19U CABINET WITH TEMPERED WP GLASS DOOR#11900-X36. PROVIDE CABINET CONSOLIDATED WITH LOW-DECIBEL DUAL-FAN AND FILTER KIT LP -39 LP1 7S-11 #40975-001, TWO VERTICAL CABLING SECTION 144 WPrv��_ LP15S-9 LP16S-15 143 #40970-711, CABLE PORT BRUSH KIT#25190-000, SET W SEWER LED LIGHT KIT#12803-701, POWER STRIP �E. _ — — — — PW STORM LP13s-7 WP WP PW WATER #12820-705, AND EATON RACKMOUNT UPS 5/ 1 DRAINAGE 1 1 #SMART2200RMXL2U. JOB NO. 20223 WP Data Revision Wp*_LP17S-2,4 99 PUSH BUTTON. COORDINATE EXACT LOCATION MARCH 19,2024 NOTICE TO PROCEED I1/2"C, 3#4, #8G 8 WITH OWNER PRIOR TO ROUGH IN.EVIDENCE 05.01.2024-REVISION 6 10 DOOR HARDWARE POWER SUPPLY. PROVIDE STORAGE LP15S-5 CONNECTIONS TO ALL AUXILIARY HARDWARE 8 05,06.2024-RFI#34 1 1 I 1 I 1 1 AS REQUIRED FOR COMPLETE OPERATIONAL I WP SYSTEM. SEE ARCHITECTURAL DRAWINGS FOR I HARDWARE SET REQUIREMENTS. I LP 13S-3 WP LP17S-11 WP WP r -1 1 LP13S-7 1 1 LP15S-9 LP16S-15 LP17S-1 I 1 WP WP WP I � I I O - LP17S-9 LP17S-6,8 1 1 Sheet Contents g ROLL-UP DOOR ORKLIF C1=IARGER 1 LP13S-13 LP15S-15 ROLL-UP DOOR OLL UP D R 1"C 3#6, #10G J ROLL-UP DOOR W 13S-7 OLL-U 00 ROLL-UP DOOR W 15S- ROLL-UP DOOR LP16S- /�� . LP17S-7 • 9 — _ _ _ _ = — _ _ �P�3= 9 — 9 . _ �P� S= —9 • — ' s — — -- — • ENLARGED A OWERGROUND ® ® ® ® ® 10 20V BLOCK ® ® ® J 10 f-12®1 BLOCK 12%V BLOCK ® J 10 128V BLOCK 120V BLOC o 1 L 7S- P17 2 WP HEATER LP1 -17 vf P HEATER WP HEATER LP1 -17 HEATER HEATER WP 1 8 LP13S-1 LP15S-3 LP15S-1 LP16S-3 LP16S-5 1 8 8 8 I / G I - - - - — — — — — — — — — - -- - - - - - - - - -_ - - - - - - - - - - - — A maA 4pea4 Aaeh mrI l the ui 1WIIed ad art¢id cork aT to omlieak and mq nd be aced,a dbcbeed.Nhout Ike rrtEen ooreent of to Sheet No. ENLARGED GROUND LEVEL A POWER A B 1 E3. 1 A SCALE: 1/8"= z 8 , ' RISER ROOM GENERAL NOTES ] , 6 , ' 5 , ' 4 , ' 3 ' 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1. PROVIDE CONTROLLED RECEPTACLES PER W A G N E R WASHINGTON STATE ENERGY CODE C405.10. A R C H / / E I S PROVIDE PLUG LOAD CONTROLLERS AS 0LA QjJ P DOOR 15N 9 ROL 0 xi REQUIRED. "S" NEAR A RECEPTACLE PLANNER S - —_ — — — — — — — — — — —_— N _ / INDICATES A CONTROLLED RECEPTACLE. • 4 2 9 c LP -2 - LP15N-   / DUPLEX RECEPTACLES SHALL BE SPLIT-WIRED 1 9 1 6 P I K E P L A C E wp,• OLL-UP DOOR 3 wp OLL-UP DOOR wP 8 $ +++++ + _ _ _ L 6N-4 WITH THE TOP HALF CONTROLLED. DOUBLE S E AT T L E WA 9 81 01 ALP N-1 OWP P14N-3,b LP14N-3 r WP L J { — — DUPLEX RECEPTACLES SHALL BE ONE 2 0 6 • 4 4 8 • 2 5 2 8 1 LP LP+f6W-� n CONTROLLED AND ONE UNCONTROLLED LP15N-2 ® +++ + LJ DUPLEX RECEPTACLE IN A COMMON BACKBOX. w a g n e r a r c h i t e c t s . c o m O LP14N-7� P LP15N-9 — 121 + ++ 6N-4 0154 + + + MECH. R00 2. CONTROLLED RECEPTACLES IN STAND-ALONE 208V WELDER WP WP ELECTRICAL/ _ — ROOMS TO BE CONTROLLED VIA LOW-VOLTAGE J. 1"C, 3#6, #10G wP 139 140 I.T. F qpS { — } / SWITCH AND OCCUPANCY SENSOR. WP P14N-1 PW SIGNS& LP15N-2 PW DRAINAGE — — LP16N-37 OCCUPANCY SENSOR SHALL AUTOMATICALLY ALP14N-6, SOLID WASTE LP14N-7 VEG. — I S LP1 S ENERGIZE RECEPTACLES EVEN WHERE LIGHT FORKLIFT CHARGER Wp W WP LP S-19 1"C, 3#6, #10G 14N-1 — � � LP16N-39 � S FIXTURES ARE MANUAL ON. WP ® ® 8 /1CC1 '°,po d'�5 3813 �9t 10 ® P14N-1 1 — J LP15N-31 J I S rE LP16N-12 3. PROVIDE LOCKABLE IN-USE COVER FOR ALL ��SSIISTONAL ��l _ LP14N-2 WP — �P15N LP15N- LP15N-9 — J 10 LP16N-12 — ' �_ EXTERIOR WEATHERPROOF RECEPTACLES. O - 7 LP14N-14,16 WP ROLL-UP Wp WP E8.0 I ROLL-UP DOOR �+ + LP14N-1 WP LP15N-5 S LP16N-26 � 3 rx���� � L P 15 N-3 p S Consultants: + + + + wP $@ OWP LP16N-39 LP14S-11 + + + + LP1 N-12,e LP14N-12,e WID +++++ + LP14N-7 122 S 6 P ++++ qp 2111 OwP MDF ��g LP16N-10 II 13L 6 I I I ROOM � — � S I PARKS 116 S WAREHOUSE ++ ORR+ LP14N-1 �w P16 S Q LP16f� — + + + + 6 � � LP14N-5 -1 — — ��EN OFFICE LP16tV-1010E + + + + WPO LP140- WP� WP, �G�l�J ` @ wP 132 — — TREE WEST LP1 N-1 e LP14N-12,e LP15N-9 L — J ENti1NEERS P14N — LP15N-2 SHOWER — O� _H s P 16 — '� LP14N D LP17N-2 3 14N-1 WP4N-1 LP14N-7 LP14N-4 3 WP LP15N-7 P15N-9 L LJ L1— / T R E S WEST ENGINEERS, INC. 4N-3,a S WP WP WP WP d P �WP P WP WP pp F1 F1 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409 7315 S — — L J / Phone: 253.472.3300 LP14S-5 - - - - - - - - - - � 2F 5 LP1 N-23 P17N-37 LP16N-37 S � / www.treswest.com 6 134 LP - ® LP LP17�J-31 S LP1 N�5 77S E81 LAUNDRY r4131 1 "17 LP17 -15 p e�6N-8 LP LP14 -13 rKHER WOMENS 161 III S I L LP17N� LOCKER 9 123 JUP17N- TV S LP16N-6 LP14S-3 137 135 ® ® LP17N_5__ _ 1 11 LP17N-37 LP17 -21 114 W LP14S.W1EH0U$E ® ® DRYER 1 WORKOUT OFFICELP14S-1 DRYING ROOM #10 1 LP17N-1 P17N-5 � LP1 so 6 ROOM 1 130 OFFI� s LP17N-3® -3 SHOWERS LP14S-15 I LP17N-11,13 133 11 LP17 -19 17 - LP17N-37 S LP 7 LP 7N- I I INI.,Fx�A r F 17N-2 L 17N 9 SP16N-37 /�� LP1 - 11 17 - P1 -5 LP1 -5 L 171 - 7 LP17 �-1 I 17 1 'c SH• R I I � � IC E'!�!T S LP14S-1 P _ I 11 I LP1 N-10 LP1 WASNINGTON LP1 N-10 LP16N33 L�17N-2 — — J — — I I 124 PARKS _ _ CORR. — — — Tv — — — — OPEN / L 6S 13 WP ICE LP17N-2 O LP1 7N 4 OFFICE P16S MACHINE — — — — — — — :L — — — — — — �pi _ '�°� KEHOC LP17N-6 u TIfOL 13N- LP N- 125 11 LP17 P17 LP1 3 , Warehouse & Office I ® 126 ® MENDS Wr I 16N-31 S SLP16N-31 I LP16S-11 P 105 LP16N-29 � Z Building MENS V. 0 a P LOCKER LP17N-34 LP17N-34 LP17AN-3 CORR. 16N-31 gP16N-31 S ROOM P 6N-32LEA I NLP86N-2 12607 SE 248TH ST ® 128 11 11 11 11 11 11 LP17N-32I)ftYP OF SINK L — J RK$ KENT, WA SH WER �IT ����86N-27 98030 127 ® 1V ° 10 09 &TEAM ROOM LP13 — !:j[ L�� -4 - LP17Nt TOR. — LP16N-27 — / PLAN NOTES WP WP WP qwP �WP �E LP16N-27 / O NOT USED. CONSOLIDATED LP13N-3 LP13N-5 LP13N-5 WP WP WP MACHINE LP13N-5 LP13N-5 LP12N-13 LP12N-13 LP12N-13 102 LP17N-8 S 2 NOT USED. SET 143 A,N/ 5 LP16N-31 / LP13N-7 E8.0 C0� AP17N-4 "00— / CEILING MOUNTED SWITCHED RECEPTACLE E . PW WATER ® 1 O3 N-9 LP12N-11 FOR SHOP LIGHTING. COORDINATE LOCATION — 106 OF RECEPTACLE AND SWITCH WITH OWNER JOB N0. 20223 Wp PRIOR TO ROUGH-IN Date Revisions Wp=OL LP1 N-9 ® I 07 FIRST° ���� 7 MARCH 19,2024-NOTICE TO PROCEED LP13N-7 SEC AI I E8 05.01.2024-REVISION 6 .1 4 NOT USED. wP 142 WP 208v WELD L 6N-� I OPROVIDE FLOOR BOX WITH ONE DUPLEX 8 05,06.2024-RFI#34 LP13N-3 ® WATER/ 7 ® 3 I I - 11 ���� III RECEPTACLE, ONE CONTROLLED DUPLEX LP17N-2 STREET VEG. P12N-21,23 I IL J 16N_9 RECEPTACLE, AND DATA PORTS. E8.1 I�Z J HEV1 +)+++ + + P12N BLOCK HEATER. + + LP12N-7 J 10 WLP12N-11 LP12N-11 COORDINATE OUTLET TYPE, WIRE SIZE AND ++++ LP1 N-5 LP 2N-� LP12N-9 PARKS ® LP12N-4 L+++ — — — P16N / e QUANTITY WITH MANUFACTURER PRIOR TO LP16S-1 + + + + + I wp WP WF WP _ r + + + + a ROUGH-IN. WP 6 J 10 / +++++++++ WP 103 Q LP17N-4 P16N-3 12 4 S LP16N-3 08 NOT USED. + +++++++ LP13N-1 LP13N 7 208V WEL WATER Z� J 10 $ LP16S-17 �L�'�1%f -1+++ Wp TEST LAB L J ❑ ❑ LP12N-4 2N-4 g LP16N- O PUSH BUTTON. COORDINATE EXACT LOCATION ROLL-UP DOOR O + + + + O LP16N-5 + LP16N-5 �Q P16N-5 WITH OWNER PRIOR TO ROUGH IN. ENLARGED GROUND + + + ++ LP12N-25,27 + III III + + F Ir- F ® 120V BLOCK ® J 10 10 J ® + + + + LP16N-3 CONFE 10 DOOR HARDWARE POWER SUPPLY. PROVIDE LEVEL B POWER HEATER LP 2N-9 LP12N-11 +++ + + LP16N-5 LP16N-5 O LP16N-5 0 ® CONNECTIONS TO ALL AUXILIARY HARDWARE WP LP1 -31 LP1 S-31 101 + +L D4664 — — — — — — ❑ ❑ AS REQUIRED FOR COMPLETE OPERATIONAL LP16S-1 8 WP wp wp OBBYMAITING ++++++++ LP12N-4 SYSTEM. SEE ARCHITECTURAL DRAWINGS FOR LP13N-3 LP16N-40 ++++++++ J 10 OLL-U DOOR HARDWARE SET REQUIREMENTS. P + + OL U OOR OLL-UP D OR ,ROLL-UP DOOR + _ • 0, LP1 _ • • 9 • ++++++++ - - — — - - 11 PROVIDE POWER TO PLUMBING FIXTURE LP12N-3 . . LP12N-15 — LP16N-40 +++ — SENSOR. COORDINATE EXACT REQUIREMENTS 120V BLOCK 120V BLOCK J 10 120V BLOCK ++++++++ WITH MANUFACTURER. P— HEATER 8 LP 2N-2 Wp HEATER g LP N-2 HEATER LP16N-40 ++++++++ AllmaA �h oarB � hlfae ft W ad +++++++ 10 ad¢id rak ilK adimt ad nnp nd n.aiploord wea a ueclwed Mtllout+�. ooneent a ure d�hecF + + + Sheet No. ENLARGED GROUND LEVEL B POWER _ A B 1 SCALE: 1/8"= 1'-0" z GENERAL NOTES 4 1. PROVIDE CONTROLLED RECEPTACLES PER WAG N E R WASHINGTON STATE ENERGY CODE C405.10. A R C H I I E I S PROVIDE PLUG LOAD CONTROLLERS AS — - - - - - - - - - - - - - - - - - - / REQUIRED, "S" NEAR ARECEPTACLE P L A N N E R S (� _ __ � INDICATES A CONTROLLED RECEPTACLE. P24N-25S A,S�LP24N-25 S LP24N-2 S A,S� SOLP24N-39 �SLP22N-15 2 S 221 S / DUPLEX RECEPTACLES SHALL BE SPLIT-WIRED 1916 P I K E P L A C E LP24N-39 LP24N-39 L _ L - 9 S �9 S LP22N-33 LP22N-3 17 WITH THE TOP HALF CONTROLLED. DOUBLE S E AT T L E WA 9 81 01 OFFICE OFFICE LP22N-27 LP22 - LP22N-27 DUPLEX RECEPTACLES SHALL BE ONE Z 0 6 4 4 8 2 5 2 8 NI OFFICE OFFICE CONTROLLED AND ONE UNCONTROLLED S LP24N-33 S LP22N-13 S S DUPLEX RECEPTACLE IN A COMMON BACKBOX. w a g n e r a r c h t e c t s . c o m LP24N-19 S S LP24N-35 LP22N-15 LP22N-17 LP22N-19 LP22N-37 LP24N-21 1 1 1 1 223 S S S 2. CONTROLLED RECEPTACLES IN STAND-ALONE LP22N-19 LP22N-33 LP22N-37 ROOMS TO BE CONTROLLED VIA LOW-VOLTAGE s OFFICE S LP22N-17 S S LP22N-33J. L 24N-19 S LP24N-3 df SWITCH AND OCCUPANCY SENSOR. �F � LP24N 21 P24N-33 OCCUPANCY SENSOR SHALL AUTOMATICALLY 8 4N-19 P24N-27 4 02 N-41 g LP22N-13 226 215 S ENERGIZE RECEPTACLES EVEN WHERE LIGHT PW DR �� LP24N 21 P24N-33 P ORM LP24N-35 LP22N-33 FIXTURES ARE MANUAL ON. .off rp�3813 0 P 4N-17 & LP24N-27 D -41 CORR PLOTTER LP22N-33 OPEN o�sc LP22N-15 S 3. PROVIDE LOCKABLE IN-USE COVER FOR ALL � SISTE�' g — — — — — — _ LP26 -1 — OFFICE — — ZONAL / Sx A,9r S LP24N-9 S P24N-31 Cn 216 21$ I _j / EXTERIOR WEATHERPROOF RECEPTACLES. / LP24N-7 LP24N-7 LP24N-7 s LP24N-23 LP24N- 7 LP22N-13 LP22N- S LP26N- S LP24N-17 LP24N-7 40 LP24N-27 P24N-31 O LP24N-41 g 2 S LP22N-21 LP22 21 LP 5 Lj Consultantaa LP24N-9 F LP24N-23 F LP24N- 7 FFRINTER F F 3 212 I1 S P24N-17 LP24N-27 P24N-31 P24N-41 LP � LP22N-11 LP22NP21 N-21 LP22N-21 4 E8.0 I =LEC. LP24N 5 TVLP24N-2 TV 4 u) LP22N-25 u) LP22N-31 LP22N-31 LP22N-31 LP24N-S S LP24N-3� COPY/MAIL TV LP22N-25 LP22N-2 S S S I LPP24N- 2 P24N-25 LP2 -3 LP2 2N-11 LP 2N- 213 F - _ LP24N-5 LP24N-15 1 � S� S LP24 -P945 L 4N-24 S LP24N-3 S 0 Ai 225 S LP22N-21 S LP22N-2 CORR � -1 F - eA A CORR s LP2 N2 40 LP26N-1 22$ LP26N-3 LP23N-4 SP -6 � LP24N-5 8 ICE (TYP OF 2) LP23N-6 QI�IN STREET MACHINE TV (TYP OF 2) _22 LP26N-5 Tv _ _ ' T R E S WEST ENGINEERS, INC. MAINT. — - — — — — — — LP23N-26 �7 LP24N-3 10 J ffL4N- 6 - _ "9 7 LP26N-3 S (TYP OF 2) 2702 SOUTH 42ND STREET, SUITE 301 S SLP24N-1 P26N-9 L 22N 7 L 2 1LP23N-4 TACOMA, WA Phone: 253.4872.330015 24 14 24N-10 www.treswest.com LP24N-3 LP24N-15 LP24 _ LP24N18 EP2 - LP22N-1 22Pd-P Tv s s ELEC. / O s 1L�P22N-1 LP22N-1 — 1777 TOILETS) LP24N-15 '®` LP24N-13 LP24 - L 24N-1 LP24N-14 P24N-8 4 LP24N-12 S P22N-39 2O1A LP24N-3 TV 231 LP24N-2 LP22N-5 LP22N-5 P22N- LP24N- S 6LP24N-13 8- 0 233 s SCADA 24N-12 F F 9 LP22N 9 -4 STORAGE S 207 207A g LP22N-39 9 9 210 203 LP23N-4 L 24N-16 S P24N 8 SOURCE, LP24N-2 � OMEN` ('nRR P2isv—dfLP24N-16 TV LP24N-14 SUPPLY 4 CONF.i 4 STOR. LP22N-39 O L 4 CORR LP23N-6S \ 4 LP26N-1 SU & LP22N-O LP22N- LP22N-1 9 LP22N-39 g41LP24N-1 E8 LP24N-1PUMPSTATIONS LP24N 2S L 22N-9 TVTRAININ _ O 4 236P24N-6 ROOM LP22N-5 9 LP22N-5 9 O 71T _ _ LUNCH ELE / LP22N-1 208 LP2 N-40 P22N-41 WAREHOUSE LP24N-4 � 2 S LP23N-4 ROOM LP2 N-2 s ( F F 22N-1 L 22N-40�22N- LP22N-41 Or) SMALL PARTS _ LP24N-6 NISL U, LP22N-39 LP22 -41 — _ E8.1 2O2 — - - - - - - - - - - - - - - - - - - — — — — — — — - _ _ _ _ _ _ _ _ _ _ _ _ 8 10 LP22N-5� LP22N U KITCHEN �, / �0,r L 22N- 4s EP2 - 1 I ! T ff 2 S LP24N-4 LP24N-4 LP24N- TV El WASNINGTON \ LP24N-6 So A,S� S LP24N-4 � S S \� LP25N-12��5N-12 L'�25N-1�LP25N-12 22N g LP22N-3 LP26N-3 �2 N-15 LP26N-3 U / LP25N-3 LP2 5N-3 1 LP25N-1 — — - S RO EVATOR — —- I 2 L P22N-9 AII 6 _ _ _ _ _ _ _ _ _ _ 'D 1 KEHOC — — — — — — — - - - — — — - - - - - LP22N-7 - - -LP22N- _ — — — - - - — — LP16N-38 S �P Warehouse & Office I� LP25S- E8.0 P2 — � — — —6 6N-36 �- — S LP25N-9 J I I ! — _j P25N-12 LP25N-1 F F _ / LP25N-9 TV LP22N-7 1ELEVATOR---' Building 23 LP25N-11 LP22N-7 44 44 ELEVATOR — PLAN NOTES LJ S TV CAB \ LP23N-2 HYDR IF I [ ] P25N-10 24g LP25N-1 LP22N-3 K DP -1 1�6, 8 S 1 PROVIDE WIREMOLD AL5200 SERIES DIVIDED LP25N-9 &MET S L _ JL _ JL _ J - LP22N-7 LP22N-7 S 2O6 / �, O P25N-11 LP25N-9 '-R/T\/ LP25N-1 r \ 12607 SE 248TH ST O DOC ALUMINUM RACEWAY OR EQUIVALENT. PROVIDE 4 241 44 LP22N-3 F F CENTER RACEWAY DIVIDER WITH 2-3/4" CHANNEL P25N-10 LP25N-18 LP22N-7 LP22N-7 ROOM FOR DATA AND 2-1/4" CHANNEL FOR POWER. KENT, WA FLP25N-9 KITCHENETTE F P22N-9 PROVIDE COVER, END CAPS, AL5214 WALL BOX g$030 1 I LP25N-1 4 4 ANI LP25N-5 LP25N-5 LP25N-5 LP25N-7 LP25N-7 L 5i� 1 P25N-10 LP25N-18 S nR CONNECTOR AND ALL FITTINGS AS REQUIRED p9 Or) LP23N-8S FOR COMPLETE INSTALLATION. I 36 I- - TV LP22N-S S LP22N- 'dam E8.1 r�r� I P25N-16 8 — — -LP26N 3— — — — _ — — r / O2 NOT USED. O CONSOLIDATED LP25N-23S LP25N-18 LP26N-11 LP23N-2 3 COORDINATE LOCATION WITH ELEVATOR I LP25N-19 LP25N-23 LP25 -3fi ® rL- S - LP23N-26 5N-18 P2 N-1 LP26N-1 S CONTRACTOR IN MACHINE ROOM LESS TV J 10 (TTV OF 2) — '�� ELEVATOR. ET 1 LP25N-23 LP25N-21 245 ICE LP26N-15 LP23N-2 LP23N-8 �� I F MACHINE TV 4 8 ( ) ( ) LP2�N-1 � CORK � TYP OF 2 TYP OF 2 O PROVIDE 6" POKE-THRU WITH ONE DUPLEX JOB N0. 20223 P25N-19 LP25N-23 O - E8.1 LP26N-3 S RECEPTACLE, ONE CONTROLLED DUPLEX RECEPTACLE, AND DATA PORTS. Dahl Revisions S s s s PRINTER S _ s MARCH 19,2024-NOTICE TO PROCEED 25 -3735 L 25N 38 O P25N-19 LP N-29 LP25N-25 g P25N-8 LP25N- LP2 N- LP23N- LP23N-29 255 257 O NOT USED. 14 246 P23N-27 LP23N-27 s s 05.01.2024-REVISION 6 LP25N-13 S LP25N-3 s - LP25N- -L 23N-1 LP23 - LP23N-23 LP23N-25 1 LP23N- 1 LP23N-27 CORR STOR. LP23N-23 LP23N-25 6 ELEVATOR CONTROL PANEL BY ELEVATOR 240 1 242_1 35 244 TV S L 23N-3 4 LP23N-31 SI S S CONTRACTOR. VERIFY REQUIREMENTS PRIOR $ 05.06.2024-RFI#34 P25N-17 LP2 - L+"15N-35 LP25N- ROOM s STREF F LP25N-13 S P25N-25 CD S oIA/ NS& S 247 �� 3 TV LP2 -27 LP23N-23 TO ROUGH-IN. Q 11� 1 LP25N- 3 P25N 39 ASTE LP25N-4 CORR LP23N-29 EP23N-27 259 261 P25N-17 LP25N-23 O O LP25N-8 O SON Q�-31 O NOT USED. 4 LP25N-13 4 LP25N-35 4 ., LP23N-1 LP23N- LP26N-3 Lp J LP23O CE 1 P25N-25 LP25N- 3 LP25N-4 LP23N-29 LP23N-27 S S O REFRIGERATOR. COORDINATE EXACT LOCATION I P25N-17 L.LP25N-15 LP25N-35 ��39 LLP25N-8 1 S S — � / WITH OWNER PRIOR TO ROUGH-IN. ILP25N-27 LP23N-7 LP23N-7 O PROVIDE POWER TO PLUMBING FIXTURE S F LP25N S3 F 249 LP26N-1 SENSOR. COORDINATE EXACT REQUIREMENTS LP25N-21 LP25N-35 P25N-41 LP25N-8 LP25N-2 A8 WITH MANUFACTURER. meat contents LP25N-15 S LP25N-27 O LP25N-3 O 248 LP26N-1 CORR S P25N-21 LP25N-21 S s 10 DOOR HARDWARE POWER SUPPLY. PROVIDE LP25N-15 S A, S LP25N-21 P25N-41 LP25N-2 s QUIET& 0 1. �01s 2 254 S P21 LP2 N2g(� ENLARGED SECOND 1 L - LP23 -15 P2 - CONNECTIONS TO ALL AUXILIARY HARDWARE AS g WELLNESS OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE REQUIRED FOR COMPLETE OPERATIONAL LEVEL B POWER P25N-27 LP25N-3 LP23N-7 LP25N-41 LP25N-2 S u SYSTEM. SEE S S S S S HARDWARE SETRREQU REQUIREMENTS. FOR S LP25N-6 LP23N-7 LP23N-9 LP23N-11 LP23N-13 LP23N-15 LP23N-17 S S LP25N-31 LP23N-19 LP23N-21 Its LP25N-29 LP25N-29 Si S LP25N-6 LP25N-6 S LP23N-7 LP23N-9 LP23N-11 LP23N-13 LP23N-15 LP23N-17 LP23N-19 LP23N-21 25N-29 SO A,� saLP25N-29 LP25N-6 S A,t s LP25N-6 S S S S S S S S N EI�pealg AaWn=w1ki a to mpMdod and a dd�aloOW mikaT dd m tl%Mn�a nab I m bIt 0 $heat No. ENLARGED SECOND LEVEL B POWER A B 1 E 3.3 B SCALE: 1/8"= 1'-o" z GENERAL NOTES 4 1. PROVIDE CONTROLLED RECEPTACLES PER W A G N E R WASHINGTON STATE ENERGY CODE C405.10. A R C H I I E I S PROVIDE PLUG LOAD CONTROLLERS AS o REQUIRED. "S" NEAR A RECEPTACLE PLANNER S L / DUPLEX RECEPTACLES SHALL BE SPLIT-WIRED 1 9 1 6 PIKE PLACE WITH THE TOP HALF CONTROLLED. DOUBLE S E AT T L E WA 9 81 01 DUPLEX RECEPTACLES SHALL BE ONE 2 0 6 • 4 4 8 • 2 5 2 8 CONTROLLED AND ONE UNCONTROLLED DUPLEX RECEPTACLE IN A COMMON BACKBOX. Io 2. CONTROLLED RECEPTACLES IN STAND-ALONE ROOMS TO BE CONTROLLED VIA LOW-VOLTAGE SWITCH AND OCCUPANCY SENSOR. OCCUPANCY SENSOR SHALL AUTOMATICALLY I ENERGIZE RECEPTACLES EVEN WHERE LIGHT FIXTURES ARE MANUAL ON. 53813 �9 °.� GISTEW — — — — — — — — — , 3. PROVIDE LOCKABLE IN-USE COVER FOR ALL �SSIONAL �1 EXTERIOR WEATHERPROOF RECEPTACLES. Consultartm oeA A A1 Tm WEST I ,/ \\ I III III III III I \ / , ' ENGINEERS \ — — — — — — — — — — — — 7, TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 \ // I I \ / TACOMA, WA 98409-7315 ILL \ — — — — — — — — � � _ __ Phone: 253.472.3300 1z IF \ www.treswest.com QUIPMENT PLATFORM / \X \ / P(:D QUIPMEN;f PLATFORM \\ // LP 24N-28 III IL A8 i P25N-22 — LL P224N-28 - - - - -LP24—N-2—A8 2JO - - - - - - - - - - - - WID — � - - ADDER - - KENTSN N-28 4 _ 4000-- -(D. I, KEHOC s - - - - - - - - - - - - - L P Vi=NT P_ATFORIGT Warehouse & Office Building // \\ // \\ 12607 SE 248TH ST ,X\ // \\ KENT, WA 98030 CONSOLIDATED \All / \ � PLAN NOTES SET \ / PROVIDE RECEPTACLE WITHIN 25' OF MECHANICAL EQUIPMENT. PROVIDE ADDITIONAL EQUIPMENT PLATFeRM A8 AS REQUIRED. JOB NO. 20223 O2 EREQUIR:EDFOR RE POWER SUPPLY. PROVIDE Cabs Revisions TO ALL AUXILIARY HARDWARE AS MARCH 19,2024-NOTICE TO PROCEED COMPLETE OPERATIONAL05.01.2024-REVISION 6 RCHITECTURAL DRAWINGS FORT REQUIREMENTS. 8 05.06.2024-RF1434 I I I I I I I I T 0 Sheet Cow ENLARGED SECOND — _ — - - _— - - - _ — — LEVEL MEZZANINE LEVEL B POWER I Io N RdM�pealq Midn aarlbr n tla syi�ad OW v4kw dWmdaT tla�w�in�a nsi d+ sal m Sheet No. ENLARGED SECOND LEVEL MEZZANINE LEVEL B POWER A B 1 SCALE: 1/8"= 1'-0" z PANEL LOCATION- ELEC RM 153 208/120 VOLT 1200 AMP BUS RATING SCCR: 22,000 A PANEL LOCATION- PW STREET RM 152 208/120 VOLT 150 AMP BUS RATING SCCR: 22,000 A LP11S SERVING: 3 PHASE 1000 AMP MAIN BREAKER AFC: LP12S SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: W A G N E R FED FROM: HM11S 4 WIRE MOUNTING: SURFACE FED FROM: LP11S 4 WIRE MOUNTING: SURFACE A R C H I T E C T S CKT LOAD DESCRIPTION TYPE KVA A!P PHASE AIP KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA A/P PHASE AIP KVA TYPE LOAD DESCRIPTION CKT PLANNER S 1 PANEL LP12S P 29.830 150/3 A 3011 3.000 ❑ EVIDENCE STORAGE VERTICAL LIFT 2 1 RM 152 PW ST. -GFCI WP RECEPTS R 0.900 2011 A 5012 8.320 ❑ FORKLIFT CHARGER (NOTE 1) 2 3 - - - - B 2011 - S SPARE 4 3 RM 152 PW ST. -ROLL-UP DOOR M 1.176 2011 B - - - 4 1 9 1 6 P I K E P L A C E 5 - - - - C 2011 S SPARE 6 5 SPARE 5 - 2011 C 2011 0.910 M GUH1-4, MOTORIZED DAMPER 6 S E AT T L E WA 9 81 01 7 PANEL LP13S P 22.650 150/3 A 2011 S SPARE 8 7 SPARE S - 2011 A 2011 0.100 M PF1-4 FAN CONTROLLER 8 2 0 6 • 4 4 8 • 2 5 2 8 wagnerarchitects . com 9 - - - - B 2011 S SPARE 10 9 RM 152 PW ST. -GFCI WP RECEPTS R 0.720 2011 B 2011 - S SPARE 10 - - C 2011 S SPARE 12 11 RM 152 PW ST. -BLOCK HEATER D 1.500 2011 C 2011 S SPARE 12 13 PANEL LP14S P 29.300 150/3 A 2011 S SPARE 14 13 RM 152 PW ST. -BLOCK HEATER ❑ 1.500 2011 A 2011 S SPARE 14 J. 15 - - - - B 2011 S SPARE 16 15 RM 152 PW ST. -ROLL-UP DOOR M 1.176 2011 B 2011 S SPARE 16 17 - - - - C 2011 S SPARE 18 L 8 17 DOOR HARDWARE POWER SUPPLY D 0216 2011 C 2011 S SPARE 18 ` 19 PANEL LP15S P 24.150 150/3 A 2011 S SPARE 20 19 SPARE S - 2011 A 2011 S SPARE 20 , v0,p rP� 53813 �9 21 - - - - B 2011 S SPARE 22 21 SPARE S 2011 B 2011 S SPARE 22 °.c GIST1✓Y �SSIONAL ��1 23 - - - - C 2011 S SPARE 24 23 SPARE S - 2011 C 2011 S SPARE 24 25 PANEL LP16S P 31.234 150/3 A 2011 S SPARE 26 25 SPARE S - 2011 A 2011 S SPARE 26 27 - - - - B 2011 S SPARE 28 27 SPARE S - 2011 B 2011 S SPARE 28 29 - - - C 2011 S SPARE 30 29 SPARE S - 2011 C 2011 S SPARE 30 Consultants: 31 PANEL LP17S P 70.515 225/3 A 2011 S SPARE 32 31 SPARE S 2011 A 4012 6.656 EV FUTURE EV 32 33 - - - B 2011 S SPARE 34 33 SPARE S - 2011 B - - - - 34 35 - - - - C 2011 S SPARE 36 35 SPARE S - 2011 C 4012 6.656 EV FUTURE EV 36 37 SPARE S - 2011 A 2011 S SPARE 38 37 SPARE S 2011 A - - - 38 eA A 39 SPARE S - 2011 B 2011 S SPARE 40 39 SPARE S - 2011 B 4012 S SPARE 40 41 SPARE S - 2011 C 2011 - S SPARE 42 41 SPARE S 2011 C - - - - 42 =NIIIm ww I L_ I I I I i I i i t PHASE LOAD PHASE A= 94.16 KVA PHASE B= 62.60 KVA PHASE C= 53.92 KVA PHASE LOAD PHASE A= 13.32 KVA PHASE B= 10.56 KVA PHASE C= 5.95 KVA TRES WEST ENGINEERS, INC. LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS 2702 SOUTH 42ND STREET, SUITE 301 PANEL.LP11S 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 3.00 KVA 8.33 AMP PANEL LP12S 0.00 1.62 3.36 0.00 0.00 13.31 11.54 0.00 0.00 1.18 29.83 KVA 82.80 AMP TACOMA, WA 98409-7315 Phone: 253.472.3300 PANEL LP12S 0.00 1.62 3.36 0.00 0.00 13.31 11.54 0.00 0.00 1.18 29.83 KVA 82.80 AMP - 0.00 KVA 0.00 AMP www.treswest.com PANEL LP13S 0.00 1.26 3.36 1 0.00 0.00 13.31 4.72 0.00 1 0.00 1.18 22.65 KVA 62.87 AMP CONN. LOAD 1 0.00 1 1.62 1 3.36 1 0.00 1 0.00 1 13.31 1 11.54 1 0.00 1 0.00 1 1.18 1 29.83 KVA 82.80 AMP PANEL LP14S 0.00 3.60 3.85 0.00 0.00 13.31 8.54 0.00 0.00 1.50 29.30 KVA 81.33 AMP CALC. LOAD 0.00 1 1.62 3.36 0.00 0.00 1 16.64 1 11.54 1 0.00 1 0.00 0.29 33.45 KVA 92.85 AMP PANEL LP15S 0.00 1.26 6.36 0.00 0.00 13.31 322 0.00 0.00 1.50 24.15 KVA 67.03 AMP REQUIRED HINGED DOOR-IN-DOOR TRIM PANEL LP16S 0.00 1.44 8.67 0.00 0.00 13.31 7.82 0.00 0.00 2.70 31.23 KVA 86.70 AMP OPTIONS: NEMA-311 ENCLOSURE PANEL LP17S 0.00 4.14 23.46 0.00 0.00 13.31 29.60 0.00 0.00 9.37 70.51 KVA 196.73 AMP CONN. LOAD 0.00 13.32 49.07 0.00 0.00 79.87 68.42 0.00 0.00 9.37 210.68 KVA 584.79 AMP NOTES: G =GFCI CALC. LOAD 1 0.00 1 11.66 1 49.07 0.00 1 0.00 1 99.84 1 68.42 0.00 0.00 2.34 231.33 KVA 642.10 AMP 1) COORDINATE EXACT POWER REQUIREMENTS WI OWNER PRIOR TO ROUGH-IN. REQUIRED HINGED DOOR-IN-DOOR TRIM OPTIONS: NEMA-311 ENCLOSURE 40 NOTES: G=GFCI KE T W A S H I N G T O N KEHOC Warehouse & Office PANEL LOCATION- PW STORM DRAINAGE RM 145 208/120 VOLT 150 AMP BUS RATING SCCR: 22,000 A PANEL LOCATION: WAREHOUSE RM 138 208l120 VOLT 150 AMP BUS RATING SCCR: 22,000 A Building LP13S SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: LP14S SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: FED FROM: LP11 S 4 WIRE MOUNTING: SURFACE FED FROM: LP11S 4 WIRE MOUNTING: SURFACE 12607 SE 248TH ST CKT LOAD DESCRIPTION TYPE KVA A!P PHASE AIP KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA AIP PHASE AIP KVA TYPE LOAD DESCRIPTION CKT 1 EXTERIOR BLOCK HEATER ❑ 1.500 2011 A 2011 0.910 M GUH1-1, MOTORIZED DAMPER 2 1 RM 138 WAREHOUSE-REC R 0.720 2011 A 5012 8.320 D FORKLIFT CHARGER (NOTE 1) 2 KENT, WA 3 RM 145 PW STORM DR -REC R 0.540 2011 B 2011 0.100 M PF1-5 FAN CONTROLLER 4 3 RM 138 WAREHOUSE-REC R 0.900 20l1 B - - - 4 98030 5 RM 145 PW STORM DR -ROLL. DOOR M 1.176 2011 C 2011 - S SPARE 6 5 RM 138 WAREHOUSE-WORKSTATION R 0.360 2011 C 2011 - S SPARE 6 7 RM 145 PW STORM DR -REC R 0.720 2011 A 2011 S SPARE 8 7 RM 138 WAREHOUSE-ROLL-UP DOOF M 1.176 2011 A 2011 - S SPARE 8 9 RM 145 PW STORM DR -B. HEATER D 1.500 2011 B 2011 S SPARE 10 9 RM 138 WAREHOUSE-EXTERIOR REC R 0.180 20l1 B 20l1 - S SPARE 10 CONSOLIDATED 11 RM 145 PW STORM DR -B. HEATER ❑ 1.500 2011 C 2011 S SPARE 12 11 RM 144 PW SEWER -BLOCK HEATER M 1.500 2011 C 2011 - S SPARE 12 13 RM 145 PW STORM DR -ROLL. DOOR M 1.176 2011 A 2011 S SPARE 14 13 RM 137 WAREHOUSE OFF. -REC R 0.720 2011 A 2011 - S SPARE 14 SET 15 SPARE S - 2011 B 2011 S SPARE 16 15 RM 137 WAREHOUSE OFF. -REC R 0.720 20l1 B 20l1 - S SPARE 16 17 DOOR HARDWARE POWER SUPPLY D 0216 2011 C 2011 S SPARE 18 17 RM 138 WAREHOUSE-ROLL-UP DOOF M 1.176 2011 C 2011 - S SPARE 18 _�'v Mc v19 SPARE S - 2011 A 2011 S SPARE 20 19 DOOR HARDWARE POWER SUPPLY D 0.216 20l1 A 20l1 - 5 SPARE 2p JOB N0. 20223 21 SPARE S - 2011 B 2011 S SPARE 22 21 SPARE S - 20l1 B 20l1 - S SPARE 22 Date Rewarona 23 SPARE S - 2011 C 2011 - 5 SPARE 24 23 SPARE 5 - 2011 C 2011 - S SPARE 24 MARCH 19,2024-NOTICE TO PROCEED 25 SPARE S - 2011 A 2011 S SPARE 26 25 SPARE S - 20l1 A 20l1 - S SPARE 26 05.01.2024-REVISION 6 27 SPARE S - 2011 B 2011 S SPARE 28 27 SPARE S - 2011 B 2011 - S SPARE 28 8 05,06.2024-RFI#34 29 SPARE S 2011 C 2011 S SPARE 30 29 SPARE S - 2011 C 2011 - S SPARE 30 31 SPARE S - 2011 A 4012 6.656 EV FUTURE EV 32 31 SPARE S - 20l1 A 40l2 6.656 EV FUTURE EV 32 33 SPARE S 2011 B - - - - 34 33 SPARE S - 2011 B - - - 34 35 SPARE S - 2011 C 4012 6.656 EV FUTURE EV 36 35 SPARE S - 20l1 C 40l2 6.656 EV FUTURE EV 36 37 SPARE S 2011 A - - - - 38 37 SPARE S - 20l1 A - - - 38 39 SPARE S - 2011 B 4012 S SPARE 40 39 SPARE S - 2011 B 4012 - S SPARE 40 41 SPARE S 2011 C - - - - 42 41 SPARE S - 20l1 C - - - 42 Sheet Contents PHASE LOAD PHASE A= 10.96 KVA PHASE B= 5.47 KVA PHASE C= 6.22 KVA PHASE LOAD PHASE A= 13.65 KVA PHASE B= 9.29 KVA PHASE C= 6.36 KVA LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS LOAD TYPE L R M H WH EV ❑ A K LM TOTAL LOADS PANEL SCHEDULES PANEL LP13S 0.00 1.26 3.36 0.00 0.00 13.31 4.72 0.00 0.00 1.18 22.65 KVA 62.87 AMP PANEL LP14S 0.00 3.60 3.85 0.00 0.00 13.31 8.54 0.00 0.00 1.50 29.30 KVA 81.33 AMP - 0.00 KVA 0.00 AMP - 0.00 KVA 0.00 AMP CONN. LOAD 0.00 1.26 3.36 0.00 0.00 13.31 4.72 0.00 0.00 1.18 22.65 KVA 62.87 AMP CONN. LOAD 0.00 3.60 3.85 0.00 0.00 13.31 8.54 0.00 0.00 1.50 29.30 KVA 81.33 AMP CALC. LOAD 0.00 1.26 3.36 0.00 0.00 16.64 4.72 0.00 0.00 0.29 26.27 KVA 72.92 AMP CALC. LOAD 1 0.00 1 3.60 1 3.85 1 0.00 1 0.00 1 16.64 1 8.54 1 0.00 1 0.00 1 0.38 1 33.00 KVA 91.61 AMP REQUIRED HINGED DOOR-IN-DOOR TRIM REQUIRED HINGED DOOR-IN-DOOR TRIM OPTIONS: NEMA-311 ENCLOSURE OPTIONS: NEMA-3R ENCLOSURE NOTES: G =GFCI NOTES: G =GFCI Al ma�rtd oarBhie W wd at¢id rak tlr adimt and mq nd be wed,a ueclwed Mtlaut+�.�went a ure 1) COORDINATE EXACT POWER REQUIREMENTS WI OWNER PRIOR TO ROUGH-IN. 1)COORDINATE EXACT POWER REQUIREMENTS WlOWNER PRIOR TO ROUGH-IN. PANEL SCHEDULE INDEX Sheet No. PANEL NAME PANEL NAME LP11S LP12S E9.2 LP13S LP14S PANEL LOCATION: PW SEWER RM 144 2081120 VOLT 150 AMP BUS RATING SCCR: 22,000 A PANEL LOCATION: PW WATER 143 208/120 VOLT 150 AMP BUS RATING SCCR: 22,000 A LP15S SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC LP16S SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: W A G N E R FED FROM: LP11S 4 WIRE MOUNTING: SURFACE FED FROM: LP11S 4 WIRE MOUNTING: SURFACE A R C H I T E C T S CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT PLANNER S 1 EXTERIOR BLOCK HEATER D 1.500 2011 A 2011 0.910 M GUH1-2, MOTORIZED DAMPER 2 1 EXTERIOR BLOCK HEATER D 1.500 2011 A 2011 0.910 M GUH1-3, MOTORIZED DAMPER 2 3 EXTERIOR BLOCK HEATER D 1.500 2011 B 2011 0.100 M PF1-6 FAN CONTROLLER 4 3 EXTERIOR BLOCK HEATER ❑ 1,500 2011 B 2011 0.100 D PF1-8 FAN CONTROLLER 4 1 9 1 6 P I K E P L A C E 5 RM 144 PW SEWER -REC R 0.720 2011 C 2011 - S SPARE 6 5 EXTERIOR BLOCK HEATER D 1.500 2011 C 2011 S SPARE 6 S E AT T L E WA 9 81 01 7 RM 144 PW SEWER -ROLL-UP DOOR M 1,176 2011 A 2011 - S SPARE 8 7 RM 143 PW WATER -BLOCK HEATER D 1.500 2011 A 2011 S SPARE 8 2 0 6 4 4 8 2 5 2 8 wagnerarchitects . com 9 RM 144 PW SEWER -REC R 0.540 2011 B 2011 - S SPARE 10 9 RM 143 PW WATER -ROLL-UP DOOR M 1,176 2011 B 2011 S SPARE 10 11 RM 144 PW SEWER -BLOCK HEATER M 1,500 2011 C 2011 - S SPARE 12 11 RM 143 PW WATER -BLOCK HEATER D 1.500 2011 C 2011 S SPARE 12 13 RM 144 PW SEWER -BLOCK HEATER M 1.500 2011 A 2011 - S SPARE 14 13 RM 143 PW WATER -GFCI WP RECEP R 0.540 2011 A 2011 S SPARE 14 J. 15 RM 144 PW SEWER -ROLL-UP DOOR_,__M 1.176 2011 B 2011 - S SPARE 16 15 RM 143 PW WATER -GFCI WP RECEP R 0.900 2011 B 2011 S SPARE 16 z$ 17 DOOR HARDWARE POWER SUPPLY ❑ 0.216 2011 C 2011 - S SPARE 18 17 RM 143 PW WATER -ROLL-UP DOOR M 1.176 2011 C 2011 S SPARE 18 ` 19 SPARE S - 2011 A 2011 - S SPARE 20 19 GATE OPERATOR M 2,702 2013 A 2011 S SPARE 20 , v0,p rP� 53813 �9 21 SPARE S - 2011 B 2011 - S SPARE 22 21 - - - B 2011 S SPARE 22 °.c GIST1✓Y �S 23 SPARE S 2011 C 2011 - S SPARE 24 23 - - - - C 2011 S SPARE 24 SIONAL 25 SPARE S - 2011 A 2011 - S SPARE 26 25 GATE OPERATOR M 2.702 2013 A 2011 S SPARE 26 27 SPARE S 2011 B 2011 - S SPARE 28 27 - - - - B 2011 S SPARE 28 29 SPARE S - 2011 C 2011 - S SPARE 30 29 - - - - C 2011 - S SPARE 30 Consultants: 31 SPARE S 2011 A 4012 6.656 EV FUTURE EV 32 831 D 7 OR HARDWARE POWER SUPPLY ❑ 0.216 2011 A 4012 6.656 EV FUTURE EV 32 33 SPARE S - 2011 B - - - - 34 _3T SPARE S - 2011 B - - - - 34 35 SPARE S 2011 C 4012 6.656 EV FUTURE EV 36 35 SPARE S - 2011 C 4012 6.656 EV FUTURE EV 36 37 SPARE S 2011 A - - - - 38 37 SPARE S 2011 A - - - - 38 eA A 39 SPARE S - 2011 B 4012 - S SPARE 40 39 SPARE S - 2011 B 4012 S SPARE 40 41 SPARE I S 2011 C - - - - 42 41 SPARE S 2011 C - - - - 42 =1111= v T- 1 777771 i I I I i i i t PHASE LOAD PHASE A= 11.74 KVA PHASE B= 6.64 KVA PHASE C= 5.76 KVA PHASE LOAD PHASE A= 13.12 KVA PHASE B= 8.81 KVA PHASE C= 9.31 KVA TRES WEST ENGINEERS, INC. LOAD TYPE L R M H WH EV ❑ A K LM TOTAL LOADS LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS 2702 SOUTH 42ND STREET, SUITE 301 PANEL LP15S 0.00 1,26 6.36 0,00 0.00 13.31 3,22 0.00 0.00 1.50 24.15 KVA 67.03 AMP PANEL LP16S 0.00 1.44 8.67 0.00 0.00 13.31 7.82 0.00 0.00 2.70 31.23 KVA 86.70 AMP TACOMA, WA 98409-7315 Phone: 253.472.3300 0.00 KVA 0.00 AMP - 0.00 KVA 0.00 AMP www.treswest.com CONN. LOAD 0.00 1,26 6.36 0,00 0.00 13.31 3,22 0.00 0.00 1,50 24.15 KVA 67.03 AMP CONN. LOAD 1 0.00 1 1.44 1 8.67 1 0.00 1 0.00 1 13.31 1 7.82 1 0.00 1 0.00 1 2.70 1 31.23 KVA 86.70 AMP CALL. LOAD 0.00 1.26 6.36 0,00 0.00 16.64 3,22 0.00 0.00 0,38 27.85 KVA 77.31 AMP CALC. LOAD 0.00 1 1.44 8.67 0.00 0.00 1 16.64 1 7.82 1 0.00 1 0.00 0.68 35.24 KVA 97.81 AMP REQUIRED HINGED DOOR-IN-DOOR TRIM REQUIRED HINGED DOOR-IN-DOOR TRIM OPTIONS: NEMA-3R ENCLOSURE OPTIONS: NOTES: G= GFCI NOTES: G =GFCI 40 KE T W A S H I N G T O N PANEL LOCATION: ELEC RM 153 208/120 VOLT 225 AMP BUS RATING SCCR: 22,000 A PANEL LOCATION: ELEC RM 153 480/277 VOLT 600 AMP BUS RATING SCCR: 25,000 A LP17S SERVING: 3 PHASE 225 AMP MAIN BREAKER AFC: HM11S SERVING: 3 PHASE 600 AMP MAIN BREAKER AFC: FED FROM: HP11S 4 WIRE MOUNTING: SURFACE FED FROM: MDP1 4 WIRE MOUNTING: SURFACE KEHOC CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA AIP PHASE A/P KVA TYPE LOAD DESCRIPTION CKT Warehouse & Office 1 RM 146 DRIVE THRU -REC R 0.540 2011 A 7012 12.000 D RV CHARGER 2 1 PANEL LP11S P 210.679 45013 A 10013 - S SPARE 2 3 RM 146 DRIVE THRU -BLOCK HEATER ❑ 1.500 2011 B - - - 4 3 - - - B - - - - 4 Building 5 RM 146 DRIVE THRU -ROLL-UP DOOR M 1.176 2011 C 5012 8.320 ❑ FORKLIFT CHARGER 6 5 _ _ _ _ C _ _ _ _ 6 7 RM 146 DRIVE THRU -ROLL-UP DOOR M 1.176 2011 A - - - 8 7 ODU-1A M 11.639 2013 A 22513 - S SPARE 8 9 RM147 EVID STOR-ROLL-UP DOOR M 1.656 2011 B 3013 9.367 M CU-1 10 9 _ _ _ _ B _ _ _ _ 10 12607 SE 248TH ST 11 RM147& 148 EVI❑ STOR- REC R 0.540 2011 C - - - 12 11 - - - C - - - - 12 KENT, WA 13 RM 151 OPEN OFF. -WORKSTATION R 0.720 2011 A - - - 14 13 ODU-113 M 11.639 2013 A 2013 12.471 M ODU-5 14 98030 15 RM 151 OPEN OFF. -WORKSTATION R 0.720 2011 B 1512 1.789 M EVAP-1 16 15 _ _ _ _ B _ _ _ _ 16 17 RM 146 DRIVE THRU -BLOCK HEATER D 1.500 2011 C - - - - 18 17 _ _ _ C _ _ _ _ 18 19 RM 151 OPEN OFF COUNTERTOP REC R 0.540 2011 A 2012 1.822 M IDU1-1. -2 20 19 EF1-1, -2, -3, -4 M 5.321 2013 A 2013 - S SPARE 20 21 RM 153 ELEC RM. REC R 0.180 2011 B - - - 22 21 - - - B - - - - 22 CONSOLIDATED 23 RM 149.150, 151 - REC R 0.720 2011 C 3012 5200. M AC-4A1413 24 23 - - - C - - - - 24 SET 25 TP-1 M 0.100 2011 A - - - - 26 25 PANEL PZ1S P 30.000 10013 A 2011 - S SPARE 2E 27 RM 151 DRIVE THRU -ROLL-UP DOOR M 1.176 2011 B 2011 1.080 D DOOR HARDWARE POWER SUPPLY 28 g 27 (NOTE 1) - - - B 2011 - S SPARE 28 Iwo 4110 Iwo 4110 29 RM151 OPEN OFFICE REFRIGERATOR ❑ 1.000 G2011 C 2011 - S SPARE 30 29 - - - - C 2011 S SPARE 30 JOB NO. 20223 31 RM151 OPEN OFFICE MICROWAVE ❑ 1.000 G2011 A 4012 6.656 EV FUTURE EV 32 31 SPARE S - 2011 A 2011 - S SPARE 32 Date Revisions 33 RM 151 OPEN OFFICE-INSTA-HOT D 1.085 G2011 B - - - 34 33 iSPARE S - 2011 1B 12011 1 - S SPARE 34 MARCH 19,2024-NOTICE TO PROCEED 35 RM 151 OPEN OFFICE-DISPOSAL ❑ 1.176 G2011 C 4012 6.656 EV FUTURE EV 36 35 SPARE S - 2011 C 2011 S SPARE 36 05.01.2024-REVISION 6 37 RM 149-WC -TOILET& SINK ❑ 0.540 2011 A - - - 38 37 SPARE S - 2011 A 2011 - S SPARE 38 Zff 05,06.2024-RFI#34 39 EXTERIOR REC R 0.180 2011 B 4012 - S SPARE 40 39 SPARE S - 2011 B 2011 S SPARE 40 41 FREEZER DOOR LIGHT D 0.100 2011 C - - - 42 41 SPARE S - 2011 C 2011 - I 5 SPARE 42 43 PF1-1, PF1-2, PF1-3 FAN CONTROLLER ❑ 0.300 2011 A 2011 - S SPARE 44 45 SPARE S - 2011 B 2011 - S SPARE 46 PHASE LOAD PHASE A= 118.35 KVA PHASE B= 86.79 KVA PHASE C= 76.61 KVA 47 SPARE S - 2011 C 2011 - S SPARE 48 LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS 49 SPARE S - 2011 A 2011 - S SPARE 50 PANEL HM11S 0.00 0.00 41,07 0.00 0.00 0,00 0,00 0.00 0.00 12,47 41.07 KVA 49.40 AMP 51 SPARE S - 2011 B 2011 - S SPARE 52 PANEL LP11S 0.00 13.32 49.07 0.00 0.00 79.87 68.42 0.00 0.00 9.37 210.68 KVA 253.41 AMP 53 SPARE S - ��T::A 2011 - S SPARE 54 PANEL PZ1S 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 0.00 30.00 KVA 36.08 AMP Sheet Contants CONN. LOAD 0.00 13.32 90.14 0.00 0.00 79.87 98.42 0.00 0.00 12.47 281.75 KVA 338.89 AMP PHASE LOAD PHASE A= 28.37 KVA PHASE B= 21.83 KVA PHASE C= 20.32 KVA PANEL SCHEDULES CALC. LOAD 0.00 11.66 90.14 0.00 0.00 99.84 98.42 0.00 0.00 3.12 303.17 KVA 364.66 AMP LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS PANEL LP17S 0.00 4.14 23.46 0.00 0.00 13.31 29.60 0.00 0.00 9.37 70.51 KVA 195.73 AMP REQUIRED HINGED DOOR-IN-DOOR TRIM OPTIONS: CONN. LOAD 0.00 4,14 23.46 0.00 0,00 13.31 29.60 0.00 0.00 9.37 70.51 KVA 195.73 AMP CALC. LOAD 0.00 1 4,14 1 23.46 1 0.00 1 0,00 1 16.64 1 29.60 1 0.00 1 0.00 1 2.34 1 76.18 KVA 211.47 AMP NOTES: 1) CIRCUIT BREAKER SHALL BE LOCKABLE PER NEC 450.14. BREAKER SHALL BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. REQUIRED HINGED DOOR-IN-DOOR TRIM PROVISIONS FOR LOCKING SHALL REMAIN IN PLACE WITH OR WITHOUT THE LOCK INSTALLED. THE LOCATION OF DISCONNECTING MEANS OPTIONS: NEMA-3R ENCLOSURE SHALL BE IDENTIFIED ON THE TRANSFORMER. NOTES: Al motertd 4pealg Aaetn mrfwuhee the uipibldied ad art¢id cork aT tla_omlimt and mq nd be aced,a dbcbeed.Nhout Ike rrllten ooreent al tle PANEL SCHEDULE INDEX Sheet No. PANEL NAME PANEL NAME LP15S LP16S E 9 .3 LP17S HM11S PANEL LOCATION: ELEC RM 107 208l120 VOLT 1200 AMP BUS RATING SCCR: 22,000 A PANEL LOCATION: PARKS RM 141 2081120 VOLT 150 AMP BUS RATING SCCR: 22,000 A LP11 N SERVING: 3 PHASE 1000 AMP MAIN BREAKER AFC: LP12N SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: W A G N E R FED FROM: HM11 N 4 WIRE MOUNTING: SURFACE FED FROM: LP11N 4 WIRE MOUNTING: SURFACE A R C H I T E C T S CKT LOAD DESCRIPTION TYPE KVA AIP PHASE AIP KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA A/P PHASE AIP KVA TYPE LOAD DESCRIPTION CKT PLANNER S 1 PANEL LP12N P 47296 150l3 A 15013 46.110 P LP17N 2 1 RM 141 PARKS -ROLLUP DOOR M 1.176 2011 A 2011 0.432 ❑ DOOR HARDWARE POWER SUPPLY 2 g 3 - - - B - - - - 4 3 RM 141 PARKS -ROLLUP DOOR M 1.176 2011 B 2011 1.296 ❑ DOOR HARDWARE POWER SUPPLY 4 1 9 1 6 P I K E P L A C E 5 - - - C - - - - 6 5 RM 141 PARKS -BLOCK HEATER D 1.500 2011 C 2011 - S SPARE S E AT T L E W A 98101 2 0 6 4 4 8 2 5 2 8 7 PANEL LP13N P 44.578 15013 A 20l1 - S SPARE 8 7 RM 141 PARKS -BLOCK HEATER D 1.500 2011 A 2011 - S SPARE 8 wagnerarchitects . com 9 - - - B 20l1 S SPARE 10 9 RM 141 PARKS -REC R 0.900 2011 B 2011 S SPARE 10 11 - - C 2011 - S SPARE 12 11 RM 141 PARKS -REC R 0.720 2011 C 2011 - S SPARE 12 13 PANEL LP14N P 38.316 15013 A 20l1 - S SPARE 14 13 RM 141 PARKS -REC R 0.540 2011 A 2011 S SPARE 14 J. 15 - - - B 2011 _ S SPARE 16 15 RM 141 PARKS -ROLLUP DOOR M 1.176 2011 B 2011 - S SPARE 16 17 - - C 2011 - S SPARE 18 17 EXTERIOR BLOCK HEATER D 1.500 2011 C 2011 - 5 SPARE 18 ` 19 PANEL LP15N P 23.260 15013 A 20l1 S SPARE 20 19 EXTERIOR BLOCK HEATER ❑ 1.500 2011 A 2011 S SPARE 20 , v0,p rP� 53813 �9 21 - - B 2011 - S SPARE 22 21 WELDER D 9.984 6012 B 2011 - 5 SPARE 22 °.0 GISTEY �SSZONAL 23 - - C 20l1 S SPARE 24 23 - - C 2011 S SPARE 24 25 PANEL LP16N P 47.922 150l3 A 2011 - S SPARE 26 25 WELDER D 9.984 6012 A 2011 - S SPARE 26 27 - - B 2011 - S SPARE 28 27 - - - B 2011 - S SPARE 28 29 - - - C 20l1 S SPARE 30 29 EXTERIOR CAMERAS D 0.400 202 C 2011 - S SPARE 30 Consultants: 31 PANEL LM11N P 49.614 225l3 A 2011 - S SPARE 32 31 - - A 4012 6.656 EV FUTURE EV 32 33 - - B 20l1 S SPARE 34 33 EXTERIOR CAMERAS ❑ 0.100 202 B - - - - 34 35 - - - C 20l1 S SPARE 36 35 - - C 4012 6.656 EV FUTURE EV 36 37 SPARE S - 2011 A 2011 - S SPARE 38 37 EXTERIOR CAMERAS ❑ 0.100 202 A - - - - 38 eA A 39 SPARE S - 2011 B 20l1 S SPARE 40 39 - - B 4012 - S SPARE 40 41 SPARE S - 2011 C 20I1 - S SPARE 42 41 SPARE S 2011 C - - - - 42 TttE V T ENti1NEERS PHASE LOAD PHASE A= 113.81 KVA PHASE B= 95.27 KVA PHASE C= 88.01 KVA PHASE LOAD PHASE A= 17.05 KVA PHASE B= 17.96 KVA PHASE C= 12.29 KVA TRES WEST ENGINEERS, INC. LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS 2702 SOUTH 42ND STREET, SUITE 301 PANEL LP11 N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 KVA 0.00 AMP PANEL LP12N 0.00 2.16 3.53 0.00 0.00 13.31 28.30 0.00 0.00 1.18 47.30 KVA 131.28 AMP TACOMA, WA 98409-7315 Phone: 253.472.3300 PANEL LP12N 0.00 2.16 3.53 0.00 0.00 13.31 28.30 0.00 0.00 1.18 47.30 KVA 131.28 AMP - 0.00 KVA 0.00 AMP www.treswest.com PANEL LP13N 0.00 1 3.84 1.18 0.00 0.00 13.31 1 26.25 0.00 0.00 1.18 1 44.68 KVA 123.74 AMP CONN. LOAD 1 0.00 1 2.16 1 3.53 1 0.00 1 0.00 1 13.31 1 28.30 1 0.00 0.00 1.18 47.30 KVA 131.28 AMP PANEL LP14N 0.00 5.58 2.35 0.00 0.00 13.31 17.07 0.00 0.00 1.18 38.32 KVA 106.35 AMP CALC. LOAD 0.00 1 2.16 1 3.53 1 0.00 1 0.00 16.64 28.30 0.00 0.00 0.29 50.92 KVA 141.33 AMP PANEL LP15N 0.00 2.52 2.53 0.00 0.00 13.31 4.90 0.00 0.00 1.18 23.26 KVA 64.56 AMP REQUIRED HINGED DOOR-IN-DOOR TRIM PANEL LP16N 0.11 20.26 0.00 0.00 0.00 0.00 7.76 0.00 19.79 0.00 47.92 KVA 133.02 AMP OPTIONS: NEMA-311 ENCLOSURE PANEL LM11 N 0.00 0.00 49.11 0.00 0.00 0.00 0.50 0.00 0.00 5.20 49.61 KVA 137.71 AMP PANEL LP17N 0.00 7.48 0.00 0.00 0.00 0.00 38.63 0.00 0.00 0.00 46.11 KVA 127.99 AMP NOTES: GmGFCI CONN. LOAD 0.11 41.84 58.70 0.00 0.00 53.25 123.40 0.00 1979. 5.20 297.10 KVA 824.65 AMP CALC. LOAD 0.14 25.92 58.70 0.00 0.00 66.56 123.40 0.00 19.79 1.30 296.81 KVA 821.10 AMP REQUIRED HINGED DOOR-IN-DOOR TRIM OPTIONS: NEMA-311 ENCLOSURE # NOTES: G-GFC1 KE T W A S H I N G T O N KEHOC Warehouse & Office PANEL LOCATION: WATER STREET VEG RM 142 208l120 VOLT 150 AMP BUS RATING SCCR: 22,000 A PANEL LOCATION: PW SIGNS&SOILD WASTE RM 139 2081120 VOLT 150 AMP BUS RATING SCCR: 22,000 A Building LP13N SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: LP14N SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: FED FROM: LP11N 4 WIRE MOUNTING: SURFACE FED FROM: LP11N 4 WIRE MOUNTING: SURFACE CKT LOAD DESCRIPTION TYPE KVA AIP PHASE AIP KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA AIP PHASE AIP KVA TYPE LOAD DESCRIPTION CKT 12607 SE 248TH ST 1 RM142 W. ST VEG- BLOCK HEATER R 1.500 2011 A 2011 0.180 R RM126 MEN'S LOCKER ROOM-REC 2 1 RM139 PW SIGNS-REC R 1.080 2011 A 2011 0.540 R RM139 PW SIGNS-REC 2 KENT, WA 3 RM142 W. ST VEG-REC R 0.540 2011 B G2011 1.250 ❑ RM 135 DRYING RM-BOOT DRYER 4 3 RM139 PW SIGNS-CEILING MT REC R 0.720 G2011 B 2011 0.900 R RM139 PW SIGNS-REC 4 98030 5 RM142 W. 5T VEG-REC R 0.720 2011 C G2011 1.000 D RM 135 DRYING RM-BOOT DRYER 6 5 RM139 PW SIGNS-FAB TABLE QUAD R 0.360 2011 C 5012 8.320 D WELDER 6 7 RM142 W. ST VEG-REC R 0.540 2011 A G2011 1.250 D RM 135 DRYING RM-BOOT DRYER 8 7 RM139 PW SIGNS-REC R 1.080 2011 A - - - - 8 9 RM142 W. 5T VEG-ROLL-UP DOOR M 1.176 2011 B G2011 1.250 ❑ RM 135 DRYING RM-BOOT DRYER 10 9 RM139 PW SIGNS-ROLL-UP DOORS M 1.176 2011 B 2011 0.180 R EXTERIOR REC 10 CONSOLIDATED 11 EXTERIOR BLOCK HEATER ❑ 1.500 2011 C G2011 1250 D RM 135 DRYING RM-BOOT DRYER 12 11 SPARE S. - 2011 C G20/1 0.720 R RM139 PW SIGNS-CEILING MT REC 12 13 RM 135 DRYING RM -REC R 0.360 2011 A G2011 1.250 ❑ RM 135 DRYING RM-BOOT DRYER 14 13 SPARE S 2011 A 5012 8.320 ❑ FORKLIFT CHARGER 14 SET 15 RM 135 DRYING RM -BOOT DRYER ❑ 1.000 G2011 B G2011 1.000 D RM 135 DRYING RM-BOOT DRYER 16 15 SPARE 5 - 2011 B - - - - 16 17 RM 135 DRYING RM -BOOT DRYER ❑ 1.250 G2011 C 2011 - S SPARE 18 C 17 DOOR HARDWARE POWER SUPPLY D 0.432 2011 C 2011 - 5 SPARE 18 19 RM 135 DRYING RM -BOOT DRYER D 1.250 G2011 A 2011 S SPARE 20 19 SPARE S - 2011 A 2011 S SPARE 20 JOB N0. 20223 21 RM 135 DRYING RM -BOOT DRYER ❑ 1.250 G2011 B 2011 - S SPARE 22 21 RM139 PW SIGNS-ROLL-UP DOORS M 1.176 2011 B 2011 - 5 SPARE 22 Date Re"ons 23 RM 135 DRYING RM -BOOT DRYER D 1.250 G2011 C 2011 S SPARE 24 23 SPARE S - 2011 C 2011 S SPARE 24 MARCH 19,2024-NOTICE TO PROCEED 25 RM 135 DRYING RM -BOOT DRYER D 1.250 G2011 A 2011 S SPARE 26 25 SPARE S 2011 A 2011 - S SPARE 26 05.01.2024-REVISION 6 27 RM 135 DRYING RM -BOOT DRYER ❑ 1.250 G20l1 B 20I1 - S SPARE 28 27 SPARE S 2011 B 2011 - S SPARE 28 Zff 05,06.2024-RFI#34 29 RM 135 DRYING RM -BOOT DRYER D 1.000 G2011 C 2011 - S SPARE 30 29 SPARE S 2011 C 2011 - S SPARE 30 31 RM 135 DRYING RM -BOOT DRYER ❑ 1.250 G20l1 A 40I2 6.656 EV FUTURE EV 32 31 SPARE S 2011 A 4012 6.656 EV FUTURE EV 32 33 RM 135 DRYING RM -BOOT DRYER ❑ 1.250 G20l1 B - - _ - 34 33 SPARE S 2011 B - - - - 34 35 RM 135 DRYING RM -BOOT DRYER D 1.000 G2011 C 4012 6.656 EV FUTURE EV 36 35 SPARE S 2011 C 4012 6.656 EV FUTURE EV 36 37 RM 135 DRYING RM -BOOT DRYER ❑ 1.250 G20l1 A - - _ - 38 37 SPARE S 2011 A - - - - 38 39 RM 135 DRYING RM -BOOT DRYER D 1.000 G2011 B 4012 - S SPARE 40 39 SPARE S 2011 B 4012 - S SPARE 40 41 RM 135 DRYING RM - BOOT DRYER ❑ 1.250 G20l1 ;�;;C] - - - 42 41 SPARE S 2011 C - - - - 42 Sheet Contents PHASE LOAD PHASE A= 16.74 KVA PHASE B= 14.29 KVA PHASE C= 13.55 KVA PHASE LOAD PHASE A= 17.68 KVA PHASE B= 11.64 KVA PHASE C= 9.00 KVA LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS PANEL SCHEDULES PANEL LP13N 0.00 3.84 1.18 0.00 0.00 13.31 26.25 0.00 0.00 1.18 44.68 KVA 123.74 AMP PANEL LP14N 0.00 5.58 2.35 0.00 0.00 13.31 17.07 0.00 0.00 1.18 38.32 KVA 106.35 AMP 0.00 KVA 0.00 AMP - 0.00 KVA 0.00 AMP CONN. LOAD 0.00 3.84 1.18 0.00 0.00 13.31 26.25 0.00 0.00 IA8 44.68 KVA 123.74 AMP CONN. LOAD 0.00 5.58 2.35 0.00 0.00 13.31 17.07 0.00 0.00 1.18 38.32 KVA 106.35 AMP CALC. LOAD 1 0.00 1 3.84 1 1.18 1 0.00 1 0.00 1 16.64 1 26.25 1 0.00 1 0.00 1 0.29 1 48.20 KVA 133.79 AMP CALC. LOAD 0.00 5.58 1 2.35 0.00 1 0.00 1 16.64 1 17.07 1 0.00 1 0.00 0.29 41.94 KVA 116.41 AMP REQUIRED HINGED DOOR-IN-DOOR TRIM REQUIRED HINGED DOOR-IN-DOOR TRIM OPTIONS: NEMA-3R ENCLOSURE OPTIONS: NEMA-311 ENCLOSURE Al dA k tl wd NOTES: GmGFCI NOTES: GmGFCI oarthe � rar Bhie�adimt and mq nd be wed,a uscloeed Mlhout+�.�went a ure PANEL SCHEDULE INDEX Sheet No. PANEL NAME PANEL NAME LP11 N LP12N E 9 .5 LP13N LP14N PANEL LOCATION: PW DRAINAGE VEG. RM 140 208/120 VOLT 150 AMP BUS RATING SCCR: 22,000 A PANEL LOCATION: ELEC RM 107 208/120 VOLT 150 AMP BUS RATING SCCR: 22,000 A LP15N SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: LP16N SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: W A G N E R FED FROM: LP11 N 4 WIRE MOUNTING: SURFACE FED FROM: LP11 N 4 WIRE MOUNTING: SURFACE A R C H I T E C T S CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT PLANNER S 1 RM 140 PW DRAIN - ROLLUP DOORS M 1.176 2011 A 2011 0.540 R RM 140 PW DRAIN -REC 2 1 RM 101 LOBBYIWAITING - REC R 0,360 20/1 A 20/1 0.500 ❑ FA CONTROL PANEL(NOTE 1) 2 3 RM 140 PW DRAIN - BLOCK HEATER D 1.500 20/1 B 20/1 - S SPARE 4 3 RM 104 COMF RM-REC R 1.080 2011 B 20/1 0.360 R RM 120 OFFICE- REC 4 1 9 1 6 P I K E P L A C E 5 RM 140 PW DRAIN - BLOCK HEATER D 1.500 2011 C 2011 - S SPARE 6 5 RM 104 COMF RM - FLOOR BOXES R 1.080 20/1 C 20/1 0.900 R RM 114 OFFICE - REC 6 S E AT T L E WA 9 81 01 7 RM 140 PW DRAIN - REC R 0.900 2011 A 2011 - S SPARE 8 7 RM 104 COMF RM - COUNTERTOP R 0.720 20/1 A 20/1 0.900 R RM 115 OFFICE-REC 8 2 0 6 - 4 4 8 - 2 5 2 8 wagnerarchitects . com 9 RM 140 PW DRAIN - REC R 1.080 20/1 B 20/1 - S SPARE 10 9 RM 106 F. AID , 113 STOR - REC R 0.720 2011 B 2011 0.900 R RM 116 OFFICE-REC 10 11 SPARE S - 2011 C 20/1 - S SPARE 12 11 RM 112 PAR KSIKITCH -MICROWAVE R 1.000 G20/1 C 20/1 0.900 R RM 117 OFFICE- REC 12 13 RM 140 PW DRAIN - ROLLUP DOORS M 1.176 20/1 A 20/1 - S SPARE 14 13 RM 112 PARKS/KITCH -COUNTERTOP R 0.900 2011 A 2011 0.360 R RM 121 MAIN ELEC RM - REC 14 J. 15 EXTERIOR REC M 0.180 2011 B 2011 - S SPARE 16 15 RM 112 PARKSIKITCH -DISHWASHER K 1.500 G20/1 B G20/1 1.000 K RM 112 PARKSIKITCH- MICROWAVE 16 17 EXTERIOR CAMERAS D 0200 2012 C 2011 - S SPARE 18 17 RM 112 PARKSIKITCH -REF D 1.000 G20/1 C 2011 0.720 R RM 112 PARKS -FLOOR BOXES 18 ` 19 - - - A 20/1 - S SPARE 20 19 RM 112 PAR KSIKITCH -RANGE K 17.293 60/3 A 20/1 0.500 ❑ NAC PANEL (NOTE 1) 20 41 v0,p rP� 53813 �9 21 EXTERIOR CAMERAS D 0.100 20/2 B 2011 - S SPARE 22 21 - - - - B 2011 0.180 R RM 107 MAIN ELEC RM- REC 22 °.c GISTEY �SSIONAL ��1 23 - - - - C 20/1 - S SPARE 24 23]- - - - C G20/1 1.000 ❑ RM 112 PARKSIKITCH - REF 24 25 EXTERIOR CAMERAS D 0.300 20/2 A 20/1 - S SPARE 26 25 RM 112 PARKSIKITCH -WORKSTATION R 1.080 2011 A 2011 1.500 ❑ PRINTERICOPIER 26 27 - - I - - 8 20/1 - S SPARE 28 27 RM 112 PARKSIKITCH -WORKSTATIO R 1.080 2011 B G20/1 1.085 ❑ RM 112 PARKSIKITCH - INSTA-HOT 28 A29 DOOR HAR❑WARE POWER SUPPLY D 0.216 20/1 C 20/1 - S SPARE 30 29 RM 112 PARKSIKITCH -WORKSTATIO R 0.720 2Ql1 C G2011 1.176 ❑ RM 112 PARKSIKITCH- DISPOSAL 3Q Consultants: 31 DOOR HARDWARE POWER SUPPLY D 1.080 20/1 A 40/2 6.656 EV FUTURE EV 32 31 RM 112 PARKS, 109 STOR -REC R 0.900 2011 A 20/1 0.360 R ELEVATOR PIT REC 32 33 SPARE S - 20/1 B - - - 34 33 RM 111 OPEN OFF. -WORKSTATIONS R 1.080 20/1 B 20/1 0.108 L ELEVATOR SHAFT LTS 34 35 SPARE S - 2011 C 40/2 6.656 EV FUTURE EV 36 35 RM 111 OPEN OFF. -WORKSTATIONS R 1.080 2011 C G15/1 0.500 ❑ ELEVATOR CAB LTG AND ALARM 36 37 SPARE S - 20/1 A - - - 38 37 RM 111, 118. 119 OFFICE -REC R 0.720 20/1 A 15/1 0.500 D ELEVATOR CONTROL PANEL 38 elk A 39 SPARE S - 2011 B 40/2 - S SPARE 40 39 RM 118 OPEN OFF. -WORKSTATIONS R 0.720 2011 B 2011 0.720 R RM 101 LOBBY/WAITING- BIKE REC 40 41 SPARE S - 20/1 C - - - 42 41 RM 118 OPEN OFF.-WORKSTATIONS R 1 0.720 1 20/1 C 20/1 - I5 ISPARE 42 TM WEST ENti1NEERS PHASE LOAD PHASE A= 11.78 KVA PHASE B= 6.29 KVA PHASE C= 5.19 KVA PHASE LOAD PHASE A= 15.06 KVA PHASE B= 16.30 KVA PHASE C= 16.56 KVA TRES WEST ENGINEERS, INC. LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS LOAD TYPE L R M H WH EV ❑ A K LM TOTAL LOADS 2702 SOUTH 42ND STREET, SUITE 301 PANEL LP15N 0.00 2.52 2.53 0,00 0.00 13.31 4.90 0.00 0.00 1.18 23.26 KVA 64.66 AMP PANEL LP16N 0.11 20.26 0.00 0,00 0.00 0.00 7.76 0.00 19.79 0.00 47.92 KVA 133.02 AMP TACOMA, WA 98409-7315 Phone: 253.472.3300 0.00 KVA 0.00 AMP - 0.00 KVA 0.00 AMP www.treswest.com CONN. LOAD 0.00 1 2.52 1 2.53 1 0.00 1 0.00 1 13.31 1 4.90 1 0.00 1 0.00 1 1.18 23.26 KVA 64.66 AMP CONN. LOAD 1 0.11 1 20.26 1 0.00 1 0,00 0.00 1 0.00 1 7.76 1 0.00 1 19.79 1 0.00 1 47.92 KVA 133.02 AMP CALC. LOAD 0.00 1 2.52 1 2.53 0,00 0.00 1 16.64 4.90 0.00 0.00 1 0.29 26.88 KVA 74.62 AMP CALC. LOAD 1 0.14 1 15.13 1 0.00 1 0,00 0.00 0.00 7.76 1 0.00 1 17.81 1 0.00 40.84 KVA 113.36 AMP REQUIRED HINGED DOOR-IN-DOOR TRIM REQUIRED HINGED DOOR-IN-DOOR TRIM OPTIONS: NEMA-3R ENCLOSURE OPTIONS: FEED-THRU LUGS NOTES: G=GFC1 NOTES: G=GFC1 1) PROVIDE LOCK-OUT CLIP. 40 KE T W A S H I N G T O N PANEL LOCATION: 208/120 VOLT 150 AMP BUS RATING SCCR: 22,000 A PANEL LOCATION: ELEC RM 107 208/120 VOLT 225 AMP BUS RATING SCCR: 22,000 A LP17N SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: LM11 N SERVING: MECHANICAL EQUIPMENT 3 PHASE 225 AMP MAIN BREAKER AFC: KEHOC FED FROM: LP11N 4 WIRE MOUNTING: SURFACE FED FROM: LP11N 4 WIRE MOUNTING: SURFACE CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT Warehouse & Office 1 RM 129-TOILETS, SINKS D 1,620 G20/1 A 20/1 1,080 R LVL 1 CORRIDOR RECEPTACLES 2 1 HRU2-4,-5 M 2.163 15/2 A 15/2 1.602 M IDU2-1 2 Building 3 RM 129, 133-SINKS,TOILETS D 0.720 G20/1 B 2011 1.080 R LVL 1 CORR, RM 108 REC 4 3 - - - B - - 4 5 RM 129, 131 WOMANS LOCKER -REC R 0,900 20/1 C G20/1 1,000 ❑ LVL 1 CORRIDOR ICE MACHINE 6 5 AC-5A/5B M 3.952 25/2 C 20/2 1.340 M IDU2-3, -7, -9,12,13 6 7 RM 133 UNISEX, 134 LAUNDRY- REC R 0.720 20/1 A G20/1 1.000 D LVL 1 CORRIDOR ICE MACHINE 8 7 - - - A - - - - 8 12607 SE 248TH ST 9 RM 134 LAUNDRY-WASHER D 1.500 G20/1 B 20/1 0.540 ❑ LVL 1 CORRIDOR TV 10 9 EUH-1 M 1.500 15/2 B 20/2 2.182 M IDU2-4, -5, -6, -8, -10 10 KENT, WA 11 RM 134 LAUNDRY-DRYER D 5.000 G30/2 C 20/1 0.360 R RM 103 W. LAB-REC 12 11 - - - C - - - - 12 98030 13 - - - - A 2011 0.900 R RM 103 W. LAB-COUNTERTOP REC 14 13 IDU5-1 M 0.911 20/2 A 15/2 1.082 M HRU2-1 14 15 RM 123 WORKOUT-ELLIPTICAL D 1,440 20/1 B G20/1 1,000 R RM 103 W. LAB- REFRIGERATOR 16 15 - - - B - - - 16 17 RM 123 WORKOUT-TREADMILL D 1920. 20/1 C G20/1 1.800 D RM 103 W. LAB-GLASS WASH 18 17 GUH1-6,-T-8 M 1.566 20/1 C 15/2 1.768 M HRU2-2, HRU-6 18 19 RM 123 WORKOUT-TREADMILL D 1,920 20/1 A 20/1 1,920 ❑ RM 103 W. LAB-VACUUM PUMP 20 19 EUH-2 M 1.500 15/2 A - - - - 20 CONSOLIDATED 21 RM 123 WORKOUT-TREADMILL D 1.920 2011 B 2011 1.400 D RM 103 W. LAB- AUTOCLAVE 22 21 - - - B 30/2 5.200 M AC-1 All B 22 SET 23 RM 123 WORKOUT-STAIR CLIMBER D 1,440 20/1 C 20/1 0.230 ❑ RM 103 W. LAB- INCUBATOR 24 23 GUH1-5 M 0.810 20/1 C - - - - 24 25 RM 123 WORKOUT-BIKE D 1.440 20/1 A 20/1 1200. D RM 103 W. LAB-DISTILLER 26 25 GWH-1 M 1.800 20/1 A 20/1 0.960 M SP-1 26 27 RM 123 WORKOUT-BIKE D 1.440 20/1 B G20/1 1.260 ❑ RM 125 MEN'S-TOILET 28 27 CP-I, TRAP PRIMER M 0.070 2011 B 20/1 0.078 M RH-1 28 JOB NO. 20223 29 RM 123 WORKOUT-BIKE D 1.440 20/1 C G20/1 1.080 D RM 125 MEN'S-TOILET 30 29 IRRIGATION CONTROLLER D 0.500 20/1 C 15/2 1.500 M EUH-3 30 Dote Revisions 31 RM 123 WORKOUT-BIKE D 1.440 20/1 A G20/1 1.080 D RM 125 MEN'S-SINK 32 31 EF1-10, EF1-13, TRAP PRIMER, M 0.700 20/1 A - - - 32 MARCH 19,2024-NOTICE TO PROCEED 33 RM 123 WORKOUT-FUNC. TRAINER ❑ 1,440 20/1 B 20/1 0,900 R RM 125 MENS WC-REC 34 33 MOTORIZED DAMPERS M 0.500 20/1 B 15/2 0.395 M BC2 34 05.01.2024-REVISION 6 35 RM 123 WORKOUT-FUNC. TRAINER D 1.440 20/1 C 2011 - S SPARE 36 35 MOTORIZED DAMPERS, C. F/S DAMPEJ M 0.500 20/1 C - - - 36 Zff 05.06.2024-RFI#34 37 RM 123 WORKOUT-CONV REC &TV R 0,540 20/1 A 20/1 - S SPARE 38 37 PU-1, ❑EH-1 M 0.420 20/1 A 15/2 1.040 M LH-1 38 39 SPARE S - 20/1 B 2011 - S SPARE 40 39 AC-2A/2B M 2.288 20/2 B - - - 40 41 SPARE S - 2011 C 2011 - S SPARE 42 41 - - - C 1512 1.660 M IDU2-2, I❑U2-11 42 43 AC-3A/3B M 3.952 25/2 A - - - - 44 PHASE LOAD PHASE A= 17.36 KVA PHASE B= 14.64 KVA PHASE C= 14.11 KVA 45 - - - - B 1512 1.500 M EUH-4 46 LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS 47 AC-6A16B M 2.288 15/2 C - - - 48 PANEL LP17N 0.00 7.48 0.00 0.00 0.00 0.00 38.63 0.00 0,00 0.00 46.11 KVA 127.99 AMP 49 - - - A 15/2 1.500 M EUH-5 50 0.00 KVA 0.00 AMP 51 PF1-7 FAN CONTROLLER M 0.100 20/1 B - - - 52 Shset Contents CONN. LOAD 0.00 7.48 0,00 0.00 0.00 0.00 38.63 0.00 0.00 0.00 46.11 KVA 127.99 AMP 53 AC-7A17B M 2288 15/2 C 20/1 - S SPARE 54 CALC. LOAD 0.00 7.48 1 0.00 0.00 0.00 0.00 1 38.63 0.00 1 0.00 0.00 46.11 KVA 127.99 AMP 55 - - - A 20/1 - S SPARE 56 PANEL SCHEDULES HINGED DOOR-IN-DOOR TRIM 57 SPARE S - 20/1 B 20/1 - S SPARE 58 REQUIRED OPTIONS: 59 SPARE S - 20/1 C 20/1 - S SPARE 60 PHASE LOAD PHASE A= 18.15 KVA PHASE B= 14.16 KVA PHASE C= 17.31 KVA NOTES: G=GFC1 1) PROVIDE LOCK-OUT CLIP. LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS PANEL LM11N 0.00 0.00 49.11 0.00 0.00 0.00 0.50 0.00 0.00 5.20 49.61 KVA 137.71 AMP CONN. LOAD 0.00 0.00 49.11 0.00 0.00 0.00 0.50 0.00 0.00 5.20 49.61 KVA 137.71 AMP CALC. LOAD 0.00 1 0.00 1 49.11 1 0.00 1 0.00 1 0.00 1 0.50 1 0.00 0.00 1 1.30 1 50.91 KVA 141.32 AMP N maA �oeal�hff4b ootrI l tl'°WPAMW ad HINGED DOOR-IN-DOOR TRIM at¢ REQUIRE❑ id cork aT tla_adimt ad map nd be « r>tlrouk rrltben oaesit al OPTIONS: PANEL SCHEDULE INDEX Sheet No. NOTES: PANEL NAME PANEL NAME LP15N LP16N E 9 .6 LP17N LM11 N PANEL LOCATION: ELEC. RM 212 2081120 VOLT 150 AMP BUS RATING SCCR: 22,000 A PANEL LOCATION: ELEC RM 220 2081120 VOLT 150 AMP BUS RATING SCCR: 22,000 A LP23N SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: LP24N SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: W A G N E R FED FROM: LP21 N 4 WIRE MOUNTING: SURFACE FED FROM: LP21 N 4 WIRE MOUNTING: SURFACE A R C H I T E C T S CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA A/P PHASE AIP KVA TYPE LOAD DESCRIPTION CKT P L A N N E R S 1 RM 246 WORK RM-REC R 0.900 2011 A 2011 0.720 R RM 201 LUNCH RM- REC 2 1 RM 236, 237-REC R 1.080 2011 A 2011 1.080 R RM 229 S. SUPPPLY-WORKSTATIONS 2 3 RM 246 WORK RM-REC R 0.720 2011 B 2011 0.720 R RM 201 LUNCH RM- REC 4 3 RM 234 ST MAINT. -WORKSTATIONS R 1.080 2011 B 2011 1.260 R RM 229 S. SUPPPLY -WORKSTATIONE 4 1 9 1 6 P I K E P L A C E 5 RM 246 WORK RM-PRINTER R 1.500 2011 C 2011 0.720 R RM 201 LUNCH RM- REC 6 5 RM 234 ST MAINT. -WORKSTATIONS R 1.080 2011 C 2011 1.080 R RM 229 S. SUPPPLY -WORKSTATIONE 6 S E AT T L E WA 9 81 01 7 RM 248 QUIET&WELLNESS- REC R 1.440 2011 A 2011 0.720 R RM 201 LUNCH RM- REC 8 7 RM 234 ST MAINT. -WORKSTATIONS R 0.900 2011 A 2011 0.720 R RM 229 S. SUPPPLY WORKSTATION 8 2 0 6 - 4 4 8 • 2 5 2 8 wagnerarchitects . com 9 RM 250 OFFICE-REC R 0.900 2011 B 2011 1.080 R RM 206 DOC RM-TV 10 9 RM 234 ST MAINT. -WORKSTATIONS R 1.080 2011 B 2011 1.080 R RM 229 S. SUPPPLY -REC &TV, WIS 10 11 RM 251 OFFICE-REC R 0.900 2011 C 2011 1.080 R RM 206 DOC RM -TV 12 11 RM 234 ST MAINT. -WORKSTATIONS R 0.720 2011 C 2011 0.360 R RM 229 S. SUPPPLY POKE THRU 12 13 RM 252 OFFICE-REC R 0.900 2011 A 2011 0.900 R RM 206 DOC RM -TV, WALL 14 13 RM 234 ST MAINT. -REC &TV R 0.720 2011 A 2011 0.900 R RM 231 SCADA-WORKSTATION 14 �i J. 15 RM 254 OFFICE-REC R 0.900 2011 B 2011 1.080 R RM 206 DOC RM -TV 16 15 RM 234 5T MAINT, -POKE THRU R 0.720 2011 B 2011 0.900 R RM 231 SCADA-WORKSTATION 16 17 RM 256 OFFICE-REC R 0.900 2011 C 2011 1.080 R RM 206 DOC RM -WALL& POKE-THRU 18 17 RM 232 PW DRAIN -WORKSTATIONS R 1.080 2011 C 2011 0.900 R RM 231 SCADA-REC&TVS 18 ` 19 RM 258 OFFICE-REC R 0.900 2011 A 2011 1.000 ❑ RM 206 DOC RM -CABINET 20 19 RM 232 PW DRAIN -WORKSTATIONS R 1.080 2011 A G2011 1.000 ❑ RM 234 ST MAINT, -REFRIGERATOR 20 , v0,p rP� 53813 �9 21 RM 260 OFFICE-REC R 0.900 20/1 B 2011 - S SPARE 22 21 RM 232 PW DRAIN -WORKSTATIONS R 1.080 2011 B G2011 1.000 D RM 232 PW DRAIN- REFRIGERATOR 22 GISTEY �SSIONAL 23 RM 259 OFFICE, RM 257 STOR -REC R 1.080 2011 C 2011 0.720 R RM 206 DOC RM -WALL 24 23 RM 232 PW DRAIN -WORKSTATIONS R 1.080 2011 C G2011 1.000 ❑ RM 230 PW STORM-REFRIGERATOR 24 25 RM 261 OFFICE-REC R 0.900 2011 A G2011 1.080 R RM 201 LUNCH RM-TV 26 25 RM 232 PW DRAIN -REC &TV R 1.080 2011 A G2011 1.000 D RM 229 S. SUPPPLY- REFRIGERATOR 26 27 RM 253 CONF-REC R 1.080 2011 B 2011 - 5 SPARE 28 27 RM 232 PW DRAIN -POKE THRU R 0.720 2011 B 2011 0.900 R LEVEL 2 MEZZANINE REC 28 29 RM 263 CONF-REC R 0.900 2011 C 2011 - S SPARE 30 29 RM 262 EVIDENCE STOR - REC R 0.900 2011 C 2011 - S SPARE 30 Consultants: 31 RM 263 CONF-TV&POKE THRU R 0.900 2011 A 2011 - S SPARE 32 31 RM 230 PW STORM-WORKSTATIONS R 1.080 2011 A 2011 - S SPARE 32 33 SPARE S. - 2011 B 2011 - S SPARE 34 33 RM 230 PW STORM-WORKSTATIONS R 1.080 2011 B 2011 _ S SPARE 34 35 SPARE S 2011 C 2011 - S SPARE 36 35 RM 230 PW STORM-WORKSTATIONS R 1.080 2011 C 2011 - S SPARE 36 37 SPARE S. - 2011 A 2011 - S SPARE 38 37 RM 230 PW STORM-WORKSTATIONS R 1.080 2011 A 2011 1.200 L RM 246 WORK RM-TRACK LTS 38 eA A 39 RM 206 DOC RM-TRACK LTS L 1.680 2011 B 2011 - S SPARE 40 39 RM 230 PW STORM-REC &TV R 1.260 2011 B 2011 - S SPARE 40 41 RM 206 DOC RM-TRACK LTS L 1.200 2011 C 2011 - 5 SPARE 42 41 RM 230 PW STORM-POKE THRU R 0.720 2011 C 2011 - S SPARE 42 Tm WEST ENti1NEERS PHASE LOAD PHASE A= 10.36 KVA PHASE B= 9.06 KVA PHASE C= 10.08 KVA PHASE LOAD PHASE A= 12.92 KVA PHASE B= 12.16 KVA PHASE C= 10.00 KVA TRES WEST ENGINEERS, INC. LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS 2702 SOUTH 42ND STREET, SUITE 301 PANEL LP23N 2.88 25.62 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 29.60 KVA 81.88 AMP PANEL LP24N 1.20 29.88 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 36.08 KVA 97.37 AMP TACOMA, WA 98409-7315 Phone: 253.472.3300 0.00 KVA 0.00 AMP - 0.00 KVA 0.00 AMP www.treswest.com CONN. LOAD 1 2.88 1 25.62 1 0.00 1 0.00 0.00 0.00 1.00 0.00 0.00 0.00 29.50 KVA 81.88 AMP CONN. LOAD 1 1.20 1 29.88 1 0.00 1 0.00 0.00 1 0.00 1 4.00 1 0.00 1 0.00 1 0.00 1 36.08 KVA 97.37 AMP CALC. LOAD 3.60 17.81 0.00 1 0.00 0.00 0.00 1.00 0.00 0.00 0.00 22.41 KVA 62.20 AMP CALC. LOAD 1.50 19.94 0.00 1 0.00 0.00 1 0.00 4.00 0.00 0.00 0.00 26.44 KVA 70.61 AMP REQUIRED HINGED DOOR-IN-DOOR TRIM REQUIRED HINGED DOOR-IN-DOOR TRIM OPTIONS: OPTIONS: FEED-THRU LUGS NOTES: GmGFCI NOTES: G=GFC1 40 KE T W A S H I N G T O N PANEL LOCATION: ELEC RM 220 208I120 VOLT 150 AMP BUS RATING SCCR: 22,000 A PANEL LOCATION: ELEC RM 220 2081120 VOLT 150 AMP BUS RATING SCCR: 22,000 A LP25N SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: LP26N SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: KEHOC FED FROM: LP21 N 4 WIRE MOUNTING: SURFACE FED FROM: LP21 N 4 WIRE MOUNTING: SURFACE CKT LOAD DESCRIPTION TYPE KVA A1P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT Warehouse & Office 1 RM 238 HYDRANTS-WORKSTATIONS R 1.080 2011 A 2011 1.080 R RM 244 PW SIGNS-WORKSTATIONS 2 1 LEVEL 2 CORRIDOR REC R 1.260 2011 A 2011 0.720 R CLERESTORY SOUTH REC 2 Building 3 RM 238 HYDRANTS-WORKSTATIONS R 1.080 2011 B 20I1 1.080 R RM 244 PW SIGNS-WORKSTATIONS 4 3 RM 214 STOR, LVL 2 CORRIDOR REC R 1.440 2011 B 2011 1.080 R CLERESTORY NORTH REC 4 5 RM 238 HYDRANTS-WORKSTATIONS R 1.080 2011 C 2011 1.440 R RM 244 PW SIGNS-WIS, REC 6 5 LEVEL 2 CORRIDOR ICE MACHINE ❑ 1.500 G20I1 C 2011 0.360 R ROOFTOP REC 6 7 RM 238 HYDRANTS-WORKSTATIONS R 1.080 2011 A 2011 1.260 R RM 244 PW SIGNS- POKE-THRU&TV 8 7 LEVEL 2 CORRIDOR ICE MACHINE D 1.500 G2011 A 2011 0.800 ❑ CLERESTORY BLINDS 8 12607 SE 248TH ST 9 RM 238 HYDRANTS- REC&TV R 1.260 2011 B 20I1 1.080 R RM 243 SEWERITV-WORKSTATIONS 10 9 LEVEL 2 CORRIDOR TV R 0.540 2011 B 6013 17.293 K RM 241 KITCHENETTE- RANGE OVEN 10 KENT, WA 11 RM 238 HYDRANTS - POKE-THRU R 0.360 2011 C 2011 1260 R RM 243 SEWERITV-WORKSTATIONS 12 11 LEVEL 2 CORRIDOR TV R 0.540 2011 C - - - 12 98030 13 RM 240 ST&VEG-WORKSTATIONS R 1.080 2011 A 20I1 1.080 R RM 243 S EWE RfiV-WORKSTATIONS 14 13 LEVEL 2 CORRIDOR PLOTTER ❑ 1.500 2011 A - - - 14 15 RM 240 ST&VEG-WORKSTATIONS R 1.080 2011 B 20I1 1.080 R RM 243 SEWERITV-W15 16 g� 15 ❑GOR HARDWARE POWER SUPPLY D 0.432 2011 B G2011 1.176 ❑ RM 241 KITCHENETTE- DISPOSAL 16 17 RM 240 ST&VEG-WORKSTATIONS R 1.080 2011 C 2011 1.080 R RM 243 SEWERITV- REC&TV, PFf 18 17 SPARE S - 2011 C G2011 1.085 ❑ RM 241 KITCHENETTE- INSTA-HOT 18 19 RM 240 ST&VEG-WORKSTATIONS R 1.080 2011 A G2011 1.000 D RM 243 SEWERITV- REFRIGERATOR 20 19 SPARE S - 2011 A G2011 1.000 D RM 241 KITCHENETTE- REFRIG. 20 CONSOLIDATED 21 RM 240 ST&VEG-WIS& REC R 1.080 2011 B 2Q11 0.864 ❑ DOOR HARDWARE POWER SUPPLY 22 8 21 SPARE S - 2011 B G2011 1.000 D RM 241 KITCHENETTE- REFRIG. 22 SET 23 RM 240 ST&VEG-POKE-THRU &TV R 1.260 2011 C 2011 - S SPARE 24 23 SPARE S - 2011 C G20I1 1.000 D RM 241 KITCHENETTE- REFRIG. 24 25 RM 242 WATER OFF.-WORKSTATIONS R 1.080 2011 A 2011 S SPARE 26 25 SPARE S - 2011 A G20/1 1.176 D RM 241 KITCHENETTE- DISPOSAL 26 27 RM 242 WATER OFF. -WORKSTATION R 1.080 2011 B 20I1 - 5 SPARE 28 27 SPARE S - 2011 B G2011 1.085 D RM 241 KITCHENETTE- INSTA-HOT 28 JOB NO. 20223 29 RM 242 WATER OFF. -WIS, REC R 1.080 2011 C 2011 S SPARE 30 29 SPARE S - 2011 C G20I1 1.500 R RM 241 KITCHENETTE- DISHWASHER 30 Date Revisions 31 RM 242 WATER OFF. -WORKSTATION R 1.080 2011 A 20I1 - S SPARE 32 31 SPARE S - 2011 A 2011 0.900 R RM 241 KITCHENETTE-COUNTERTOP 32 MARCH 19,2024-NOTICE TO PROCEED 33 RM 242 WATER OFF. -WORKSTATION R 1.080 2011 B G2011 1.000 D RM 238 HYDRANTS -REFRIGERATOR 34 33 SPARE S - 2011 B G2011 1.000 K RM 241 KITCHENETTE- MICROWAVE 34 05.01.2024-REVISION 6 35 RM 242 WATER OFF. -PIT, REC&TV R 1.260 2011 C G2011 1.000 D RM 240 ST&VEG-REFRIGERATOR 36 35 SPARE S - 2011 C G2011 1.000 K RM 241 KITCHENETTE- MICROWAVE 36 Zff 05,06.2024-RFI#34 37 RM 242 WATER OFF. REFRIGERATOR ❑ 1.000 G20I1 A G2011 1.000 D RM 244 PW SIGNS- REFRIGERATOR 38 37 SPARE S - 2011 A G20I1 1.QQQ K RM 241 KITCHENETTE- MICROWAVE 38 39 RM 244 PW SIGNS-WORKSTATIONS R 0.720 2011 B 2011 - S SPARE 40 39 SPARE S - 2011 B 2011 1.080 R RM 241 KITCHENETTE-COUNTERTOP 40 41 RM 244 PW SIGNS-WORKSTATIONS R 1 1.080 2011 C 20I1 - 5 SPARE 42 41 SPARE S - 2011 C 2011 - S SPARE 42 PHASE LOAD PHASE A= 12.90 KVA PHASE B= 12.48 KVA PHASE C= 11.98 KVA PHASE LOAD PHASE A= 16.62 KVA PHASE B= 14.60 KVA PHASE C= 12.76 KVA LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS PANEL LP25N 0.00 31.50 0.00 0.00 0.00 0.00 5.86 0.00 0.00 0.00 37.36 KVA 103.71 AMP PANEL LP26N 0.00 9.42 0.00 0.00 0.00 0.00 13.25 0.00 20.29 0.00 42.97 KVA 119.26 AMP 0.00 KVA 0.00 AMP - 0.00 KVA 0.00 AMP Sheet Contents CONN. LOAD 0.00 31.50 0.00 0.00 0.00 0.00 5.86 0.00 0.00 0.00 37.36 KVA 103.71 AMP CONN. LOAD 0.00 9.42 0.00 0.00 0.00 0.00 13.25 0.00 20.29 0.00 42.97 KVA 119.26 AMP CALC. LOAD 0.00 20.75 0.00 0.00 0.00 0.00 5.86 0.00 0.00 0.00 26.61 KVA 73.87 AMP CALC. LOAD 1 0.00 1 9.42 1 0.00 1 0.00 1 000 1 0.00 1 1325 1 0.00 1 1623 1 000 1 38.91 KVA 108.00 AMP PANEL SCHEDULES REQUIRED HINGED DOOR-IN-DOOR TRIM REQUIRED HINGED DOOR-IN-DOOR TRIM OPTIONS: OPTIONS: NOTES: GmGFCI NOTES' G=GFC1 N malertd 4pea4 Aaein mr1111 1 the uipibMW ad art¢hd cork aT the omlimt and mq nd be hhoed,a dbcbeed dtlhohht the.ritehh oahesht al the PANEL SCHEDULE INDEX Sheet No. PANEL NAME PANEL NAME LP23N LP24N E9 .8 LP25N LP26N KEHOC KENT WAREHOUSE OFFICE BUILDING KENT,WA Hardware Sets Revised Set: 1.0 Doors: X.102 8 Hinge(heavy weight) T4A3386 x NRP US32D MK 2 Electric Power Transfer EL-CEPT 630 SU 1 CCooncealed Vert Rod Exit,Exit Only 7220 B EO 630 YA 1 Concealed Vert Rod Exit,Nightlatch 7220 B MELR 501F 630 YA RX Latch Retraction 1 Rim Cylinder 12E-72 626 BE 2 Door Pull DTB RM3131-24 Mtg-Type 12HD US32D RO 1 Door Closer PR7500 689 NO 1 Automatic Opener 6300 series as required 689 NO 2 Door Stop 463-RKW US32D RO 2 Sweep 315CN PE 1 Threshold 273x3AFG FHSL14SS-2 PE 1 Threshold 1842APK PE 2 Frame Harness QC-C1500(as required) MK 2 Door Harness QC-C_(as required) MK 2 Touchless Actuator 673 NO 1 Power Supply AQL4-R8E1 SU a Notes: Presenting a valid credential to reader unlocks doors. Free egress at all times. Presenting a valid credential to reader unlatches door. Auto operator sequence by contractor and section 28. DOOR HARDWARE SCHEDULE 080671 - 1 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Doors: X.104, X.107, X.110, X.113, X.116, X.119, X.122, X.123, X.126, X.129, X.132, X.139, X.141, X.142 3 Hinge (heavy weight) T4A3386 x NRP US32D MK 1 Electric Power Transfer EL-CEPT 630 SU 1 ERXctrified Rim Exit, Fail Secure 7100 B CR691 F 630 YA 4 1 Rim Cylinder 12E-72 626 BE 1 Door Closer PR7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Door Stop 463-RKW US32D RO 1 Rain Guard 346C PE 1 Gasketing S44_ PE 1 Sweep 315CN PE 1 Threshold 273x3AFG FHSL14SS-2 PE 1 Threshold 1842APK PE 1 Frame Harness QC-C1500 (as required) MK 1 Door Harness QC-C_(as required) MK P 1 Power Supply AQL4-R8E1 SU �j Notes: Presenting a valid credential to reader unlocks lever. Free egress at all times. 1/30/2024 Page 18 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Set: 4.0 G ors:D 6 Hinge (heavy weight) T4A3386 x NRP US32D MK 1 Electric Power Transfer EL-CEPT 630 SU 4 1 Self-Latching Flush Bolt Set 2845 US32D RO 1 Fail Secure Lock RX CRR6 8891 FL LC REX 626 YA 1 Mortise Cylinder 1 E-74 626 BE 1 Coordinator 2600 (brackets as required) US28 RO 2 Door Closer PR7500 689 NO 2 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 2 Door Stop 463-RKW US32D RO 1 Astragal 357SS PE 1 Rain Guard 346C PE 1 Gasketing S44_ PE 2 Sweep 315CN PE 1 Frame Harness QC-C1500 (as required) MK 4 1 Door Harness QC-C_(as required) MK 4 1 Power Supply AQL4-R8E1 SU 4 Notes: Presenting a valid credential to reader unlocks lever. Free egress at all times. 1/30/2024 Page 19 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Set: 5.0 Doors: X.109, X.134 3 Hinge (heavy weight) T4A3386 x NRP US32D MK 1 Electric Power Transfer EL-CEPT 630 SU 4 1 ERXctrified Rim Exit, Fail Secure 7100 B CR691 F 630 YA 1 Rim Cylinder 12E-72 626 BE 1 Door Closer PR7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Door Stop 463-RKW US32D RO 1 Rain Guard 346C PE 1 Gasketing by door mfg. 1 Sweep 315CN PE 1 Threshold 273x3AFG FHSL14SS-2 PE 1 Threshold 1842APK PE 1 Frame Harness QC-C1500 (as required) MK 4 1 Door Harness QC-C (as required) MK 1 Power Supply AQL4-R8E1 SU �j Notes: Presenting a valid credential to reader unlocks lever. Free egress at all times. Set: 6.0 Doors: X.143 6 Hinge (heavy weight) T4A3386 x NRP US32D MK 1 Self-Latching Flush Bolt Set 2845 US32D RO 1 Storeroom or Closet Lock CRR6 8805FL LC 626 YA 1 Mortise Cylinder 1 E-74 626 BE 2 Door Closer PR7500 689 NO 2 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 2 Door Stop 463-RKW US32D RO 1 Astragal 357SS PE 1 Rain Guard 346C PE 1 Gasketing S44_ PE 2 Sweep 315CN PE 1 Threshold 273x3AFG FHSL14SS-2 PE 1/30/2024 Page 20 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Set: 7.0 Doors: D.101 3 Hinge (heavy weight) T4A3786 US26D MK 1 Electric Power Transfer EL-CEPT 630 SU 4 1 ERXctrified Rim Exit, Fail Secure 7100 B CR691 F 630 YA 1 Rim Cylinder 12E-72 626 BE 1 Door Closer PR7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S44_ PE 1 Frame Harness QC-C1500 (as required) MK 1 Door Harness QC-C_(as required) MK 1 Power Supply AQL4-R8E1 SU �j Set: 8.0 Doors: D.144, D.210 3 Hinge, Full Mortise TA2714 US26D MK 1 Storeroom or Closet Lock CRR6 8805FL LC 626 YA 1 Mortise Cylinder 1 E-74 626 BE 1 Wall Stop 409 US32D RO 1 Gasketing S44_ PE 1/30/2024 Page 21 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Set: 9.0 Doors: D.103 6 Hinge (heavy weight) T4A3786 US26D MK 2 Electric Power Transfer EL-CEPT 630 SU 4 2 Concealed Vert Rod Exit, 7220 B MELR 501 F 630 YA Nightlatch RX Latch Retraction 2 Rim Cylinder 12E-72 626 BE 2 Door Pull DTB RM3131-24 Mtg-Type 12HD US32D RO 2 Door Closer PR7500 689 NO 2 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Astragal Gasketing S1125D PE 1 Gasketing S44_ PE 2 Frame Harness QC-C1500 (as required) MK 2 Door Harness QC-C_(as required) MK 1 Power Supply AQL4-R8E1 SU �j Notes: Presenting a valid credential to reader unlatches doors. Free egress at all times. Set: 10.0 Doors: D.104, D.125, D.126, D.128 3 Hinge (heavy weight) T4A3786 US26D MK 1 Classroom or Office Lock CRR6 8809FL LC 626 YA 1 Mortise Cylinder 1 E-74 626 BE 1 Door Closer PR7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S44_ PE 1 Threshold 272A FHSL14SS PE 1/30/2024 Page 22 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Doors: D.105, D.106, D.107, D.149, D.203, D.215, D.220, D.227, M.101 3 Hinge (heavy weight) T4A3786 US26D MK 1 Electric Power Transfer EL-CEPT 630 SU 4 1 Fail Secure Lock RX CRR6 8891 FL LC REX 626 YA 4 1 Mortise Cylinder 1 E-74 626 BE 1 Door Closer 7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Door Stop 441 CU/409 as required US26D RO 1 Gasketing S44_ PE 1 Frame Harness QC-C1500 (as required) MK 4 1 Door Harness QC-C_(as required) MK 4 1 Power Supply AQL4-R8E1 SU �j Notes: Presenting a valid credential to reader unlocks lever. Free egress at all times. Set: 12.0 Doors: D.109, D.142, D.148, D.211, D.244 3 Hinge (heavy weight) T4A3786 US26D MK 1 Storeroom or Closet Lock CRR6 8805FL LC 626 YA 1 Mortise Cylinder 1 E-74 626 BE 1 Door Closer 7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Door Stop 441 CU/409 as required US26D RO 1 Gasketing S44_ PE 1/30/2024 Page 23 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Set: 24.0 Doors: D.218, D.258 6 Hinge (heavy weight) T4A3786 US26D MK 2 Electric Power Transfer EL-CEPT 630 SU 4 1 Flush Bolt 2805 US26D RO 1 Fail Secure Lock RX CRR6 8891 FL LC REX 626 YA 4 1 Mortise Cylinder 1 E-74 626 BE 2 Door Closer CPS7500 689 NO 2 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Astragal 357SS PE 1 Gasketing S44_ PE 1 Frame Harness QC-C1500 (as required) MK 4 1 Door Harness QC-C (as required) MK 4 1 Power Supply AQL4-R8E1 SU 4 Notes: Presenting a valid credential to reader unlocks lever. Free egress at all times. Set: 25.0 Doors: D.219 3 Hinge (heavy weight) T4A3786 US26D MK 1 Rim Exit Device, Passage 7100 CR628F 630 YA 1 Door Closer 7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S44_ PE Set: 26.0 Doors: D.102 , D.108 , D.150 3 Hinge (heavy weight) T4A3786 US26D MK 1 Fire Rated Rim Exit, Classroom 710OF CR626F 630 YA 1 Rim Cylinder 12E-72 626 BE 1 Door Closer PR7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S44_ PE 1/30/2024 Page 27 of 28 KENT EAST HILL OPERATIONS CENTER-KEHOC DOOR HARDWARE KEHOC WAREHOUSE&OFFICE BUILDING SECTION 08 71 00 Set: 27.0 Doors: D.141 3 Hinge (heavy weight) T4A3786 US26D MK 1 Electric Power Transfer EL-CEPT 630 SU 4 1 ERXctrified Rim Exit, Fail Secure 7100F B CR691 F 630 YA 1 Mortise Cylinder 1 E-74 626 BE 1 Door Closer 7500 689 NO 1 Kick Plate K1050 X1.5LDW CSK BEV US32D RO 1 Door Stop 441 CU/409 as required US26D RO 1 Gasketing S44_ PE 1 Frame Harness QC-C1500 (as required) MK 1 Door Harness QC-C_(as required) MK 1 Power Supply AQL4-R8E1 SU �j Notes: Presenting a valid credential to reader unlocks lever. Free egress at all times. *** END OF SECTION 08 71 00 *** 1/30/2024 Page 28 of 28 IL Securitrow AQL4, 61102/104 Power Supply Boards Specifications Certifications Electrical Environmental • UL2941-isted • ULC-S319Listed • Up to 91%efficiency Operating Temperature: • UL 603 Listed • CSA C22.2#107.1 32°to 120°F[0°to 49°C] • UL 1076 Listed • RoHS Compliant • ULC-S318 Listed ----------------- • • . Secu ritron AQL102 Secu ritro n AQL11 Voltage 120 VAC or 230 VA AC Input at50-60Hz .. ................................................lmi.8 .. . .. .. .. .. ...-.. .. .. ....... .................................... .. ....... .. ....... .. .. .. ................ .. ............................................ Current A max 3.7 A max 3 A 5.7 A ...............................................:..................................................... ......................................................... .............................. ........................................... ........................................... Standby Current 80 mA 150 mA 110 mA 160 mA ...............................................:............................................................................................................................................ .......... .............................................................................. Voltage 11.3-12.0V 11.2-12OV 11.3-12.0V DC Output at _ . 12 V Setting Max Current 4 A 6 A 10 A .... ....I............. ............ ...... ......... ........ .......... (Auxiliary power-limited Ripple&Noise 120 mV 120 mV 120 mV output rated at 1.5 A. Regulation ±z% ±2% ±2% Total current must not ......... ...... ... . .... .......... exceed max current) Efficiency 82% 88% 89% (120 VAC 60 Hz In,Full Load,No Batt) ...............................................:..................................................... ....................................................................................... ........................................... Auxiliary Output(12 V) Current 1.5 A max 1.5 A max 1.5 A max ...............................................:............................................................................................................................................ ........................................... ............................................ Voltage 23.5-24.0 23.224.0 23.4-25.OV DC Output at _ . . . _..... _ . _ -_. ........ . . . Max Current 3 A 6 A 10 A 24 V Setting _ . . . .... _ _ . _...... .._.... . ........ . . �AUXIIIArypower-limited. Ripple&Noise 240 mV 240 mV 240 mV ................... ............ ...... ... output rated at 1.5 A. Regulation ±2% ±2% ±2% .............. ......................_.............. _._.... .. .......... ........ ................ .......... .............. Total current must not 83% 85% exceed max current) Efficiency (120VAC60Hzln, (120VAC60Hzln, 91% Full Load,No Batt) Full Load,No Batt) ..............................................:.............................................................. .. . . .. .. .. . .. .. ............. ............................. ........................................... Auxiliary Output(24 V) Current 1.5 A max 1.5 A max 1.5 A max ...............................................:............................................................................................................................................ ...................................................................................... .. Size&Type 4-40AH 4-80AH 4-80AH 4-80AH Lead Acid or Gel Cell Lead Acid or Gel Cell Lead Acid or Gel Cell Lead Acid or Gel Cell ........._........_ _........... __ _ _._. _ ............ .... ......... ...... ......... ...... .... ........ ....... 1A(±10%) 1.6A(±10%) 1.6 A(±1 0%)max Cha rger 1.6 A(±1 0%)max Cha rge r Battery Charge Current maximum adjustable maximum adjustable current is 1.6A max current is 1.6 A max via DIP switch.1.0 A high via DIP switch.1.6 A high for high setting,0.8 A for high setting,0.8 A setting,0.5Alowsetting. setting,0.8A low setting. max for low setting. max for low setting. _ _ ..... __ ........................................ ......... ................. .. ........... .... ...... .. Low battery disconnect to 70%of nominal batteryvoltage prevent deep discharge ......... ......... _... ............. ..... .. ..... _... ......... _ _. ......... ......... ......... ......... ....-- Fuse Rating Battery ATM 15 A ......... ......... .. BTU Output BTUIHr 34-41 44 62 55 92 ... ... .... _ ..... . ..._ .... .... .... .. ... .. .... .... Low AC 95 V(±6%) Fault Setpoints _....................................................................................................................................... Output Voltage ±10%of nominal ....:. ........ .......... ............ _ . ........... ....... ........ ....... ...... .... ....... . ...... .. ....... ...... AC FLT Fault Relay Contacts ..................................................... 1 A at 24 VDC SYS FIT .............. .... ... ..:. ....... ............ ........... __ _ _ _ __ _ _ _ .......... ....... .......... . ...... ......._. .......... ....... ..........I............ 6"Lx4"Wx2.5"H 8.25'Lx5.5'Wx2.5'H 8.25"Lx5.5'Wx2.5'H 8.25"Lx5.5'Wx2.5"H Board Size [152.4mmx101.6mm [209.55mmx139.7mm [209.55mmx139.7mm [209.55mmx139.7mm x63.5mm] x63.5mm] x63.5mm] x63.5mm] ..................................................................................................... .. .. .. .......... ............................................................................................................................................ Weight .75 Ibs 1.0Ibs 1.5 Ibs 1.5Ibs ....... ......... ............... ........ .......... ..............__ _ _ __ _ ._. ....................-..... ...... . ............._........ ...... ....... .. ........ ...... Enclosure Size 14"H x 12"W x4.5'D[355.6mm x 304.8mm x 114.3mm] _._._._._._._._._....._ ._._._._._._._._._......_........... ..._..._._._._._.__._._._.__._.._.__...._._._._ ...... ._.__ _._. _._._._._.. ..._._._._._._.._....._._....._._....._........... Weight 14lbs 4 AYLEY Bayley Construction,LP Project:24057-Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #066 - RFI-050 - P-10 Sink Configuration Origin: RFI#50:P-10 Sink Clarification Date Created: 7/30/2024 Created By: Nils Brian Nilsson Status: Open Scope: In Scope Type: Change Order Request Change Reason: Client Request Description: Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. 22-100-000.S Pipe Construction,Inc. Is 1.0 $1,102.00 $1,102.00 $1,102.00 1.0 $1,102.00 $1,102.00 $1,102.00 $0.00 Plumbing.Commitments- 24057-4002 Subcontracts Description: Revise P-10 sink from single faucet to triple faucets 00-000-000.PO Is 1.0 $166.00 $166.00 $166.00 1.0 $166.00 $166.00 $166.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Grand Totals $1,268.00 $0.00 $1,268.00 $1,268.00 $0.00 $0.00 $0.00 $1,268.00 $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:7/30/2024 at 09:47AM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 066 Project No.24507 Doc#: RFI-050 Work Description:RFI-050-P-10 Sink Clarification Date: 5/28/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs Pipe-P-10 sink is changing from a single faucet to triple faucets.Costs are to include 2 additional faucet locations. 1 LS $ $ $ 1,102.00 $ 1,102 $ 1,102 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 1,102 Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 1,102 General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 15.00% $ 166 GRAND TOTAL $ 1,268 Time Request: We have proceeded on this change proposal on Owner's verbal direction/RFI response We will proceed with this change proposal when a copy,signed by an authorized representative,is received by 7X 1 Bayley Construction. To prevent delays and further impacts please approve by: 7/30/2024 Owner's Representative Date Bayley Construction Date BAYLEY Bayley Construction, LP Project:24057 Kent East Hill Operations Center 8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 RFI #50: P-10 Sink Clarification Status Open To Sam Scarmardo(Wagner Architects and Planners) From Bryce Nelson(Bayley Construction,LP) (Response Required) 8005 SE 28th Street Abigail Purnapuspita(Wagner Architects and Mercer Island,Washington 98040 Planners) Date Initiated May 1,2024 Due Date May 15,2024 Location Cost Impact TBD Schedule Impact No Spec Section 22 40 00-Plumbing Fixtures Cost Code Drawing Number P0.2 Reference Pipe RFI#30 Linked Drawings Received From Derrek Gunn(Pipe Construction, Inc.) Sub Job Copies To Jorge Acosta(Pipe Construction, Inc.), Brian Butler (Corona Steel),Jon Bosshart(VECA ELECTRIC& TECHNOLOGIES, LLC), Ken Brumley(SCI INFRASTRUCTURE, LLC),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC), Brandon Cook(Smith Fire Systems, Inc.),Jason Craig(SCI INFRASTRUCTURE, LLC), Derrek Gunn(Pipe Construction, Inc.),Zac Gurule(SCI INFRASTRUCTURE, LLC), Brian Henderson(Delta Mechanical),Chris Hansen(SCI INFRASTRUCTURE, LLC), Nathan Harper(City of Kent),Cory Hehr(Pipe Construction, Inc.),Jason Howard(SIEMENS INDUSTRY INC), Ryan Jackson (Sound Glass),Jon Marks(Bayley Construction,LP) ,Will Moore(City of Kent), Mike Nelson(Delta Mechanical),Christian Nicholson(Corona Steel), Nils Brian Nilsson(Bayley Construction,LP), Leah Sandberg(Washington Architectural Hardware), Sam Scarmardo(Wagner Architects and Planners), Tyson Schiessl(Masco Corporation), Mark Scoccolo (SCI INFRASTRUCTURE,LLC), Kevin Sodano (Pipe Construction, Inc.),Justin Taylor(VECA ELECTRIC&TECHNOLOGIES,LLC),Jessie Teague(VECA ELECTRIC&TECHNOLOGIES, LLC), Kelli Thomas(Delta Mechanical), Michael Thomas(Pipe Construction, Inc.) Activity Question Question from Bryce Nelson Bayley Construction,LP on Wednesday,May 1, 2024 at 07:34 AM PDT The P-10 fixture has a 72"wide sink with a single faucet.The Chicago faucet part number is listed at a 12"spout,but the description indicates a 9"spout. Please confirm that this fixture is to only receive one(1)faucet location,and if the contractors shall proceed with a 9"or 12"spout. Please see the attached snippet of the fixture schedule on sheet P0.2. Attachments RFI 050 Backup.pdf Awaiting an Official Response Bayley Construction,LP Page 1 of 1 Printed On:May 1,2024 08:20 AM PDT P0.2 - Fixture Schedule P-10 WASH UP TYPE,MFR..MODEL:SEAMLESS WELDED CONSTRUCTION OF 14 GAUGE TYPE 304 STAINLESS STEEL. JUST"SURGEON'S MULTI•STATION WASH-UP SINKS'MODEL J-7220. SINK CUSTOM HOLE PUNCHING INTERIOR SURFACE POLISHED TO A NON-POROUS,HANDE-BLENDED JUST FINISH. FAUCET: CHICAGO FAUCETS WALL-MOUNT NO.631-L12WXFABCP,POLISHED CHROME PLATED SOLID CAST BRASS CONSTRUCTION.9'SWING SPOUT,LEVER HANDLES TRAPS 6 TAILPIECES:McGUIRE,OR EQUAL ACID RESISTANT. Provide the 72" multi station sink with 3 faucets, with 9" spouts (1_9 in lieu of L12 in faucet model number) DMM - TWE - 5-3-24 P0.2 - Fixture Schedule P-10 WASH UP TYPE,MFR..MODEL:SEAMLESS WELDED CONSTRUCTION OF 14 GAUGE TYPE 304 STAINLESS STEEL. JUST"SURGEON'S MULTI•STATION WASH-UP SINKS'MODEL J-7220. SINK CUSTOM HOLE PUNCHING INTERIOR SURFACE POLISHED TO A NONPOROUS,HANDE-BLENDED JUST FINISH. FAUCET: CHICAGO FAUCETS WALL-MOUNT NO.631-L12WXFABCP,POLISHED CHROME PLATED SOLID CAST BRASS CONSTRUCTION.9'SWING SPOUT,LEVER HANDLES TRAPS 6 TAILPIECES:McGUIRE,OR EQUAL ACID RESISTANT. ) ,t e Change Order Summary Sheet • Project Name: KEHOC Pipe COP No. PC24-360.005 Project No. 24-360 Source Documents: 1-%FI-050 Date: 5/7/2024 Contractor: Bayley Construction Contractor Ref. No. Description: Per RFI-050,the P-10 sink is changing from a single faucet to triple faucets.Costs are to include 2 additional faucet locations. 1. CRAFT LABOR COSTS Itemize all costs on attached COP Cost Breakdown form. Direct Labor Costs: a. crew(apprentices,journeymen,&laborers) $ 241.00 b. foreman $ - c. lead foreman $ - DIRECT LABOR SUBTOTAL $ 241.00 Supervision: d. direct supervison(NTE 15%of 1a) $ - e. safety(NTE 2%of lines la,b,&c) $ 4.82 1.CRAFT LABOR COSTS $ 246.00 2. MATERIAL COSTS a. material costs $ 651.15 b. freight costs(itemize) $ 2.MATERIAL COSTS $ 651.00 3. EQUIPMENT COSTS a. owned equipment(per spec approved source) $ b. rental equipment(per invoices attached) $ - 3. EQUIPMENT COSTS $ - 4. Consumables a. Consumables(NTE 5%of 2a) $ 32.56 4.CONSUMABLES $ 33.00 SUBTOTAL 1 thru 4 $ 930.00 5. OVERHEAD&PROFIT a. NTE 15%portion of 1,2,3,&4 $ 139.50 5.OVERHEAD&PROFIT $ 140.00 6. SUB-SUBCONTRACTORS a. $ b. $ C. $ d. $ 6.SUB-SUBCONTRACTORS $ - 7. OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS a. NTE 5%of Line 6 for each sub $ 7.OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS $ - 8. INSURANCE a. liability insurance 3.00 %of 1-7 $ 32.10 8.INSURANCE $ 32.00 9. BOND a. bond 0.00 %of 1-8 $ - 9.BOND $ - Form Revised 1/28/2019 This change adds 0 calender day extension TOTAL COST $ 1,102.00 COP Cost Breakdown lPi • - Construction Unit Labor Material Equipment Total Description Quantity Type Unit$ Cost Unit$ Cost Unit$ Cost Cost Chicago 631-L9WXFABCP Fct 2 ea $ - $325.57 $ 651.15 $ - $ 651.15 Labor Subtotal $ - Superintendent hr 139.82 - Lead Foreman hr 128.34 - Journeyman Plumber 21 hr 120.50 $ 241.00 $ $ - $ 241.00 BIM Modeling hr 116.16 - Total Cost of Work Form Revised 2/27/2020 Is 241.00 $ 651.15 $ - $ 892.15 Page of Issued 7/16/2024 AYLEY Bayley Construction,LP Project:24057-Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #114 - CCD-009 - South Site Electrical Revisions Origin: Date Created: 8/15/2024 Created By: Nils Brian Nilsson Status: Open Scope: Out of Scope Type: Owner Change Change Reason: Client Request Description: Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. 26-100-000.S VECA ELECTRIC& Is 1.0 $17,205.23 $17,205.23 $17,205.23 1.0 $17,205.23 $17,205.23 $17,205.23 $0.00 Electrical.Commitments- TECHNOLOGIES,LLC Subcontracts 24057-4004 Description: includes(2)new panelboards,(1)new transformer and the credit back for the removal of(1)mini power zone.Pricing also includes the upsize in conduit and the additional neutral wire as indicated in the CCD-009 documents. 00-000-000.PO Is 1.0 $2,581.00 $2,581.00 $2,581.00 1.0 $2,581.00 $2,581.00 $2,581.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractor Fee Grand Totals $19,786.23 $0.00 $19,786.23 $19,786.23 $0.00 $0.00 $0.00 $19,786.23 $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:8/15/2024 at 09:31AM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 114 Project No.24507 Doc#: CCD-009 Work Description:CCD-009-South Site Electrical Revisions Date: 7/18/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs - Veca-includes(2)new panelboards,(1)new transformer and the credit back for the removal of(1) mini power zone.Pricing also includes the upsize in 1 LS $ $ $ 17,205.23 $ 17,205 $ 17,205 conduit and the additional neutral wire as indicated in the CCD-009 documents. - $ - $ - $ $ S S S S $ S S S S - $ - 0 $ 19,786 $ S S S 17,205 Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 17,205 Excludes WSST General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 15.00% $ 2,581 GRAND TOTAL Is 19,786 Time Request: We have proceeded on this change proposal on Owner's verbal direction/RFI response We will proceed with this change proposal when a copy,signed by an authorized representative,is received by Bayley Construction. To prevent delays and further impacts please approve by: 8/15/2024 Owner's Representative Date Bayley Construction Date CONSTRUCTION From: X OWNER CHANGE ARCHITECT DIRECTIVE CONTRACTOR FOR KENT EAST HILL FIELD OPERATIONS CENTER OTHER PROJECT: KEHOC Warehouse&Office Building DIRECTIVE NO: CCD-009 (name, address) 12607 SE 248th Street Kent, WA 98030 DATE: 7/9/2024 TO CONTRACTOR: Bayley Construction PROJECT NUMBER: FAC 23-09C (name, address) 8005 SE 28th Street Mercer Island, WA 98040 CONTRACT DATE: NTP 3/19/2024 DIRECTED CHANGES TO SCOPE OF WORK You are hereby directed to make the following change(s) in this Contract: 1 Remove mini power zone and replacing it with 2 panels and a transformer 2 Upsize conduit as indicated 3 Adding neutral wire as indicated Attachments: E7.0, E7.2, E8.2, E9.3, E9.9, E9.10 ADJUSTMENTS TO CONTRACT SUM AND CONTRACT TIME 1 Bayley Construction agrees to calculate proposed adjustments to the Contract Sum and Contract Time consistant with Section 00 72 00- Part 7&01 26 00- 1.06 of the Contract Documents. 2 Bayley Construction agrees to provide an estimate of proposed adjustments to the Contract Sum and Contract Time within 2 weeks of recipt of this CCD, 3 Bayley Construction agrees to provide monthly updates on completion and potential impact to the Contract Sum and Contract Time. Provide additional documentation on an attached sheet to support time and cost per 00 72 00-Part 7&01 26 00- 1.06 When signed by the Owner and Architect and received by the Signature by the Contractor indicates the Contractor, this document becomes effective IMMEDIATELY Contractor's agreement with the proposed shall proceed with the change(s) described above. adjustments in Contract Sum and Contract Time set forth in this Construction Change Directive (CCD). Wagner Architects City of Kent _Bayley Construction ARCHITECT OWNER CONTRACTOR 1916 Pike Place#221 400 West Gowe 8005 SE 28th Street Sea 98 Kent, WA 98032 Mercer Island,WA 98040 Y BY BY DATE - 1ALUM DATE DATE 7/11/24- W A G N E R ARCHITECTS PLANNERS CIRCUIT LEGEND PANEL NAMING LEGEND 1 9 1 6 PIKE PLACE L P 1 1 SEATTLE WA 98101 3�, 4W(4 WIRES TOTAL)COPPER 3�, 4W+G (5 WIRES TOTAL) COPPER 3�,4W+G (5 WIRES TOTAL)ALUMINUM �# - PANEL NUMBER (1, 2, 3...) 2 0 6 • 4 4 8 • 2 5 2 8 CKT ID CKT CKT ID CKT CKT ID CKT wagnerarchitects . com RACEWAY/WIRE RACEWAY/WIRE RACEWAY/WIRE 1 /2/S - LEVEL IDENTIFIER (1, 2, SITE) O AMPS O AMPS O AMPS EV/ U / P/M /L - SYSTEM IDENTIFIER 50.4 1"C,4#6, #1OG 50 - - - (EV/ UPS/ POWER/ MECH /LTG) - - - 60.4 1-1/4"C, 4#4, #1 OG 60 - - - - L/ H - VOLTAGE IDENTIFIER (L = 208/120, H =480/277) J. - - 70.4 1-1/4"C,4#4, #8G 70 _ - - - 100.4 2"C,4#1, #8G 100 Al00.4 2 C, 4#1/0, #6G 100 g - - - 110.4 2"C,4#1, #6G 110 - - - - - - 125.4 2"C,4#1, #6G 125 A125.4 2"C, 4#2/0, #4G 125 PHOTOVOLTAIC ELECTRICAL CALCULATIONS ° 1P813 O - - - 150.4 2"C, 4#1/0, #6G 150 A150.4 2"C, 4#3/0, #4G 150 �0 GISTE� SIONAL - - - 175.4 2"C, 4#2/0, #6G 175 A175.4 2-1/2"C,4#4/0, #4G 175 1. PV MODULES SHALL BE CONNECTED IN SERIES TO POWER - - - 200.4 2-1/2"C,4#3/0, #6G 200 A200.4 2-1/2"C, 4-250KCM, #4G 200 OPTIMIZERS. - - 225.4 2-1/2"C,4#4/0, #4G 225 A225.4 2-1/2"C, 4-300KCM, #2G 225 2. POWER OPTIMIZERS SHALL BE CONNECTED IN SERIES. 3. PV MODULE TO POWER OPTIMIZER RATIO SHALL BE 2:1 OR 1:1 - 350.4 3-1/2' 4-500KCM, #3G 350 A350.4 2-SETS [2-1/2"C, 4#4/0, #1/0 G] 350 BASED ON EVEN OR ODD QUANTITY OF MODULES PER STRING. Consultants: - - 400.4 2-SETS [2-1/2"C,4#3/0, #3G] 400 A400.4 2-SETS [2-1/2"C, 4-250KCM, #1/0 G] 400 4. INVERTER SHALL BE EQUIPPED WITH ISOLATION MONITOR - - - 500.4 2-SETS [3"C, 4-250KCM, #2G] 500 A500.4 2-SETS [3"C,4-350KCM,#1/0 G] 500 INTERRUPTER FOR GROUND FAULT PROTECTION. - - - 600.4 2-SETS [3"C, 4-350KCM, #1 G] 600 A600.4 2-SETS [3-1/2"C, 4-500KCM, #2/0 G] 600 5. RACEWAYS FOR PV STRINGS (WHERE APPLICABLE) SHALL NOT BE - - - 800.4 3-SETS [3"C, 4-300KCM, #1/0 G] 800 A800.4 3-SETS [3"C, 4-400KCM, #3/0 G] 800 SHARED WITH OTHER STRINGS. 6. PV MODULES SHALL BE CONNECTED TO INVERTER AS DESCRIBED eA A _ - - - 1000.4 3-SETS [4"C, 4-500KCM, #2/0 G] 1000 A1000.4 4-SETS [3"C,4-400KCM,#4/0 G] 1000 BELOW. - - - 1200.4 4-SETS [3"C,4-350KCM,#3/0 G] 1200 A1200.4 4-SETS [4"C,4-500KCM,#250KCM G] 1200 1600S 4-SETS [4"C, 4-600KCM] 1600 1600.4 4-SETS [4"C,4-600KCM,#4/0 G] 1600 I=�� 2500S 6-SETS [4"C,4-600KCM] 2500 2500.4 6-SETS [4"C, 4-600KCM, 350KCM G] 2500 40K INVERTER: ENGINEERS 3�,4W+G (6 WIRES TOTAL)COPPER(200% NEUTRAL) 3�, 3W+G (4 WIRES TOTAL) COPPER 3�, 3W+G (4 WIRES TOTAL)ALUMINUM CKTID CKT CKTID CKT CKTID CKT STRING#1: 29 MODULES/ 15 POWER OPTIMIZERS TRES WEST ENGINEERS, INC. O RACEWAY/WIRE AMPS O RACEWAY/WIRE AMPS O RACEWAY/WIRE AMPS STRING#2: 28 MODULES/ 14 POWER OPTIMIZERS 2702 SOUTH 42ND STREET, SUITE 301 50N 1-1/4"C, 3#6, 1#3N, #10G 50 - _ _ STRING#3: 28 MODULES/ 14 POWER OPTIMIZERS TACOMA, WA 98409-7315 60N 1-1/4"C, 3#4, 1#1N #10G 60 60.3 1-1/4"C, 3#4, #10G 60 - - - Phone: 253.472.3300 www.treswest.com 10ON 1-1/2"C, 3#2, 1#2/ON,#8G 100 100.3 1-1/2"C, 3#1, #8G 100 A100.3 1-1/2"C, 3#1/0,#6G 100 125.3 1-1/2"C, 3#1, #6G 125 Al25.3 2"C, 3#2/0, #4G 125 PV Electrical Calculations 175.3 2"C, 3#2/0, #6G 175 Al75.3 2"C, 3#4/0, #4G 175 200.3 2"C, 3#3/0, #6G 200 A200.3 2-1/2"C, 3-250KCM, #4G 200 225.3 2"C, 3#4/0, #4G 225 A225.3 2-1/2"C, 3-300KCM, #2G 225 Site Conditions 350.3 3-1/2"C, 3-500KCM, #3G 350 A350.3 2-SETS [2-1/2"C, 3#4/0, #1/0 G] 350 ASH RAE Site: Seattle 400.3 2-SETS [2"C, 3#3/0, #3G] 400 A400.3 2-SETS [2-1/2"C, 3-250KCM, #1/0 G] 400 Temperature(aF): Temperature("Q 500.3 2-SETS [2-1/2"C, 3-250KCM,#2G] 500 A500.3 2-SETS [3"C, 3-350KCM,#1/0 G] 500 Lowest Record Ambient: 14 -10.00 600.3 2-SETS [3"C, 3-350KCM, #1 G] 600 A600.3 2-SETS [3"C, 3-500KCM,#2/0 G] 600 Average Record Ambient: 84 28.89 800.3 3-SETS [3"C, 3-300KCM, #1/0 G] 800 A800.3 3-SETS [3"C, 3-400KCM, #3/0 G] 800 Highest 2%Record Ambient: 91 32.78 1000.3 3-SETS [3"C, 3-500KCM, #2/0 G] 1000 A1000.3 4-SETS [3"C, 3-400KCM,#4/0 G] 100040 1200.3 j 4-SETS [3"C, 3-350KCM,#3/0 G] j 1200 j A1200.3 j 4-SETS [4"C, 3-500KCM,#250KCM G] 1200 Quantity of Max Amps Out Minimum OCPD 40 0 Inverter Output Voltage Max Amps Out Watts Inverters Inverter OCPD Combined Combined KEN T 3�, 3W+G (4 WIRES TOTAL)ALUMINUM XFMR PRIMARY 3�,4W+G (5 WIRES TOTAL)ALUMINUM XFMR SECONDARY Solaredge SE40KUS 480 V 48.25 A 40000 W 1 60 A W A 5 H 1 N G T O M CKTID FEED CKTID FEED RACEWAY/WIRE AMPS O RACEWAY/WIRE AMPS N/A 4$A 60 A A75.H 2"C, 3#2/0, #4G 135 A75.L 3"C, 4-300KCM, #1/0 G 230 N/A A150.H 2-1/2"C, 3-300KCM,#2G 230 A1501 2-SETS [3"C,4-350KCM,#3/0 G] 500 Open circuit KEHOC A225.H 2-SETS [2-1/2"C, 3#4/0, #1/0 G] 360 A2251 3-SETS [3"C,4-400KCM,#4/0 G] 810 Module Power Max power current Max power Open circuit Short circuit Temp.Coeff Va, voltage (Va,) Warehouse & Office A300.H 2-SETS [3"C, 3-300KCM, #1/0 G] 460 A300.4L 4-SETS [3"C,4-400KCM,#4/0 G] 1080 Module (P...) (ln'p) voltage(Vn p) voltage (V.,): current(Ij (%/K) adjusted: Building Q.Peak Duo L-G10.2 480 W 10.71 A 44.8 V 53.6 V 11.26 A -0.270%o 58.7 V 8 3�, 3W+G (4 WIRES TOTAL) COPPER XFMR PRIMARY 3�,4W+G (5 WIRES TOTAL)COPPER XFMR SECONDARY CKTID FEED CKTID FEED 12607 SE 248TH ST 0 RACEWAY/WIRE AMPS O RACEWAY/WIRE AMPS 45.H 1-1/4"C, 3#4, #8G 70 45.L 2"C, 4#1/0, #6G 150 Min String Length Max String Length KENT, WA Max System Max Input Max Short circuit (Optimizers/ (Optimizers/ 98030 Optimizer Voltage Max Power(Pet,) Voltage(V❑❑} current(Ij Modules) Modulesnatet,$) SolarEdge P1101 1000 V 1100 W 125.0 V 14.1 A 14/27 21/42 CONSOLIDATED METER LOAD TYPE SCHEDULE SET END-USE METERING LOGIC Water Minimum Cond. Minimum Cond. JOB NO. 20223 Meter Name HVAC Heating Lighting EVSE Plug Process PV UPS Owner HVAC= (CM7-OM16)+ (OM9-OM15)+ (OM10-OM17) Ampacity Before Ampacity After Wire Ampacity pde Revisions OM01 X X X X X X X Water Heating= Conductor Description: Circuit Currents Derating Deratingnote 4 Wire Type Wire Material Wire Guage @ 75°C MARCH 19,2024-NOTICE TO PROCEED OM02 X Lighting (OM +OM PV Source (Module to Optimizern°te1): 14.1 A 17.6 A 24.3 A PV Wire 1000V CU 10 35 A g g= 06.05.2024-REVISION 6 OM03 X X X X X X EVSE= (OM2) PV Output(0ptIm1zerto Inverter" "z'3}: 14.1 A 17.6 A 24.3 A PV Wire 1000V CU 10 35 A 8 07,09.2024-GEAR REVISION OM04 X Plug= (OM 16+ OM15+OM17) PV Output (Inverter to AC Panel): 48.3 A 60.3 A 50.3 A THHN,THWN-2 CU 4 85 A ❑M05 X Process = (OM12+ OM13) OM06 X PV= (OM14) OM07 X X UPS= (OM8) note 1:Current based on hair of wires between two Modules and one Optimizer connected in series. OM08 X note 2:Current based on largest PVstring ❑M09 X X note 3:Each string will be connected directly to inverter. OM10 X X Note 1: Contains branch circuit meters. Coordinate end-use note 4:Minimum conductor ampacity derating based off#of current carrying conductors and ambient temperature with 900C wire ❑M11 X circuit load types prior to programming. note 5:Max string length only allowed when inverter is connected to 2 strings or more. OM12 X Sheet Contents OM13 X OM14 X Interconnection Calculation ONE-LINE DIAGRAM OM15 X x BUILDING METERING LOGIC power source output circuit current: 48 A DETAILS OM1 OM17 X 125%of power source output current: 60 A Main Switchboard Main Breaker: 1600 A ❑M18 X Site = (0M1) Bus Rating: 1600 A OM19 X Maintenance = (OM3) 120%of Bus Rating 1920 A Shed = (OM4) Fuel Island = (OM5) 125% power source output current+ Main Breaker 1660 A Water Tower= (OM18) Total 5 2 4 2 8 4 1 1 6 Green Building= (OM19) Complies with NEC 705.12(B)(3)(2) N mmsa hob omdvm yr,WPAMW ad wid,as d�doMd tla�i�Mn a ien a ilr°%*.t Sheet No. E7 .0 GENERAL NOTES SEE CONTINUATION ON SHEET E7.3 SEE CONTINUATION ON SHEET E7.3 SEE CONTINUATION ON SHEET E7.3 SEE CONTINUATION ON SHEET E7.3 1. PROVIDE VERTICAL CABLE SUPPORT AS W A G N E R REQUIRED BY CODE. A R C H I I E C I S 2. BREAKERS TO BE SET PER COORDINATION P L A N N E R S STUDY. 1916 PIKE PLACE 3. FEEDERS MAY BE UPSIZED TO ACCOMODATE S E AT T L E WA 9 81 01 VOLTAGE DROP. PROVIDE LUGS TO ACCEPT 2 0 6 • 4 4 8 • 2 5 2 8 LARGER CONDUCTOR SIZES. wagnerarchitects . com 4. PROVIDE METERS PER 2021 WASHINGTON ENERGY CODE. END-USE METERING REQUIRED ��' J. CAD FOR HVAC LOADS, WATER HEATING LOADS, of w LIGHTING LOADS, PLUG LOADS, AND PROCESS LOADS. o � 53813 �O 5. PROVIDE SPD ON ALL EMERGENCY PANELS. ION L� �'� 48,738A NEMA 3R 480V NEMA 3R 6. WIRING FOR SHAFT PRESSURIZATION SYSTEMS HL11N LCP1 5,297A 208Y/120V 3,083A � AND ELEVATORS SHALL BE KEPT ENTIRELY 45KVA TO MDF TO MAIN INDEPENDENT OF ALL WIRING AND EQUIPMENT 7 �g ROOM ELECTRICAL Z7V 480/ NEMA 3R HPS1 LPS1 208Y/ ROOM AND SHALL NOT ENTER THE SAME RACEWAYS, Consultants: 125A 277V 45.H 451 120V CABLES, BOXES, AND CABINETS WITH OTHER MCB 100A 150A GENERAL WIRING. MCB T-LPS1 _ MCB CD CD #6 CU PLAN NOTES _ NEMA 3R NEMA 3R NEMA 3R NEMA 3R NEMA 3R NEMA 3R 19,584A Q 208Y/120V 11,839A 5,828A 6,650A 4,897A 4,769A 3,615A 11,688A O PROVIDE BUSSMANN ELEVATOR DISCONNECT HM11S LP11S LP12S LP13S LP14S LP15S LP16S LP17S ��� 300KVA #16 POWER MODULE SHUNT TRIP SWITCH WITH 480/ ® 208Y/ 208Y/ 208Y/ 208Y/ 208Y/ 208Y/ 208Y/ DUAL-ELEMENT, TIME-DELAY TYPE FUSES. ENGINEERS 277V A300.H A3001 120V A150.4 120V 120V 120V 120V 120V 120V CONNECT ELEVATOR SHUNT TRIP TO FIRE ALARM 600A 1000A 150A 150A 150A 150A 150A 225A SYSTEM. TRES WEST ENGINEERS, INC. MCB MCB MCB MCB MCB MCB MCB MCB 2702 SOUTH 42ND STREET, SUITE 301 T-LP11S #2/0 CU 2 ELEVATOR CONTROLLER SHALL BE RATED FOR TACOMA, WA 98409-7315 A150.4 AVAILABLE FAULT CURRENT. THE CERTIFICATION Phone: 253.472.3300 A150.4 OF THE CONTROLLER'S SHORT-CIRCUIT www.treswest.com A150.4 CURRENT RATING (SCCR) TO MEET THE A150.4 z AVAILABLE FAULT CURRENT SHALL BE A225.4 EVALUATED BY A THIRD PARTY ENGINEER. ELECTRICAL CONTRACTOR SHALL COORDINATE 1#8G CONTROLLER'S INTERNAL OVERCURRENT K-13 PROTECTIVE DEVICE TYPES WITH ELEVATOR 1-1/2"C, 3#1, (2)2-1/2"C, 480V 1#8G 2#3/O, 1#3/OG 208Y/12oV CONTRACTOR AND ENGAGE A THIRD PARTY 100A(MIB) A 50KVA 2-1/2"C, ENGINEER FOR TESTING AND CERTIFYING. ^ OUTPUT UPS UPS 3-250KCM, LU11N LU12N m EATON EATON 2#4/0, 1#2G 208Y/ 208Y/ O3 PROVIDE REVERSE-FED CIRCUIT BREAKER FOR 93PM LI-ION 120V 100N 120V Q 1o0A(BIB) INPUT PHOTOVOLTAIC SYSTEM. PHOTOVOLTAIC CD ^ 40KW BATT 150A SPD 100A SYSTEM TO BE CONNECTED TO THE BREAKER T-LU1 49,343A 480V CAB 1N MCB MCB K E 14 T FURTHEST FROM THE MAIN BREAKER. PROVIDE lei i UPS MBP 48,911A 48,648A UPS XFMR _#2 CU 1,922A 1,892A PERMANENT WARNING LABEL ADJACENT TO WAS H I N GTO" MAINT. BYPASS BACK-FED BREAKER FROM INVERTER SUPPLY 65kAIC STATING "WARNING: POWER SOURCE OUTPUT 480V NEMA 3R NEMA 3R NEMA 3R NEMA 3R CONNECTION - DO NOT RELOCATE THIS 1-1/2"C, 35,868A 2300KV0V 13,328A 6,654A 7,155A 5,317A 6,012A 13,166A 10,985A 13,022A OVERCURRENT DEVICE." KEHOC 1#8G HM11N 300KVA #15 LP11N LP12N LP13N LP14N LP15N LP16N LP17N LM11N 480/ 0 208Y/ 208Y/ 208Y/ 208Y/ 208Y/ 208Y/ 208Y/ 208/ 4O OWNER METER PER 2021 WASHINGTON STATE Warehouse & Office 277V A300.H A300.L 120V A150.4 120V 120V 120V 120V 120V 120V 120V ENERGY CODE. 600A 1000A 150A 150A 150A 150A 150A 150A 225A Building MCB T-LP11N MCB MCB MCB MCB MCB MCB MCB MCB O5 EXISTING SERVICE GREEN BUILDING #210 CU A150.4 PANELBOARD. REMOVE NEUTRAL-GROUND BOND Q A150.4 FROM EXISTING PANEL. 12607 SE 248TH ST A150.4 O6 PROVIDE ARC FLASH ENERGY REDUCTION PER KENT, WA A150.4 NEC 240.87. 98030 A150.4 2,984A MCB A225.4 150A 120/ 5 CONSOLIDATED 240V GB1 SET ELEVATOR NEMA 3R 18,324A 20HP MINI 2"C O M ELEV 100B A POWER JOB N0. 20223 3#1/OCU, ZONE Date Revisions 10,5 1#6G CU 59 Al CTRL 120V 208Y/ MARCH 19,2024-NOTICE TO PROCEED 480V GEN 1 � 480v 06.05.2024-REVISION 6 0V LO CD 25KVA 208Y/120V 8 07,09.2024 GEAR REVISION 25KV 30KVA NEMA 3R 10 O F 100AS/ T-GEN1 50AF LX= 11,662A SEE CONTINUATION T-GB1 #6 CU ON SHEET E7.1 - 0 #6 CU HH O Q 0� U) 0 J W W o U) 1-1/2"C, o 0 o ui `� Sheet Contents CD 3#1 CU, N co co CD N o 0 1#4G CU Q Q Q Q ¢ ONE-LINE DIAGRAM U_ U_ n n 0 4"C (TYP) � 4 50,189A o o LO 0') o 0 0 0 0 N c2 4t :�t 4t 1?�; Q 1?�;Q Q M9� Q t?t�Q Q Q t?t t?t�Q Q Q 1?�; Q Q Q Q Q Q Q Q Q Q N nahstd bob oon�w the O0 o Q Q Q Q `1 Q ad�nd.ork aT iM°omlime ma m4r nok duoloded )O O ,O O p�O O XO O �CD O O XD N �O O �O O �O O �O O XO O �N N )O O p�O O �O O /� O O O ilr Q CD CO Q CO M 7 N N N N 4 r- ~ r- r- CO Co 4 r- r- 4 co co q Q V r- r- r- ~ I V � 4 4 O IMd.Or d0I0Md�101�UIs M�MII OplMlt 0� I shoat NO. MDP1, 1600A, 480Y/277V, 30, 4W, 65kAIC 7. LEVEL 1 BOLLARD NOTES: GENERAL NOTES 1. ALL CONCRETE MUST HAVE A MINIMUM 1. COORDINATE SHUTDOWN OF ANY SERVICE WITH W A G N E R COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 RESPECTIVE PROVIDER PRIOR TO WORK. DAYS. ARCHITECTS 2. PROVIDE 3" OF CONCRETE BELOW THE BOTTOM 2. PROVIDE AND PULL WIRING/CABLING AS P L A N N E R S REQUIRED. PROVIDE PULL STRING IN ALL EMPTY OF THE POST. CONDUITS. LPS1-1 1916 PIKE PLACE WP A 3. BOLLARD SHOULD BE RECESSED BELOW GROUND 3. ALL UNDERGROUND CONDUITS THAT ROUTE IN S E AT T L E WA 9 81 01 1 3'AND INSTALLED PLUMB. DRIVEWAY AREAS SHALL BE 2 0 6 • 4 4 8 • 2 5 2 8 WP CONCRETE-ENCASED. wagnerarchitects . com LP 1-3 4. TRANSITION PVC CONDUIT TO PVC COATED RIGID WITHIN BOLLARD. PROJECT PVC COATED RIGID 4. ALL CONDUIT ROUTING IS DIAGRAMMATICAL. NIPPLE 1"ABOVE TOP OF CONCRETE. INSTALL A COORDINATE FINAL ROUTING WITH CIVIL AND UNION AND THEN ANOTHER 3" PVC COATED RIGID UTILITY PROVIDER. LPS1-5 NIPPLE AND THEN THE OUTLET BOX. 5. COORDINATE SITE LIGHTING, HANDHOLES, AND WP 8 5. REFER TO DETAIL 4 ON SHEET OA1.9 IN THE MANHOLES WITH ARCHITECTURAL, LANDSCAPE, 1 WP AND CIVIL DRAWINGS PRIOR TO WORK. �.n�sGISTE�'�ti�' ARCHITECTURAL PLANS FOR BOLLARD DETAIL ' �o'E'� 53813 LP 1-7 6. ALL EXTERIOR CONDUITS SHALL BE MINIMUM 1". SIGNAL 7. ALL EXTERIOR ABOVE-GRADE CONDUITS SHALL BE GALVANIZED RIGID STEEL. LPS1-9 Consultants. g 8. REFER TO SHEET E6.6 FOR TRENCHING DETAILS. WP 1 9. PROVIDE LOCKABLE IN-USE COVER FOR ALL WP EXTERIOR WEATHERPROOF RECEPTACLES. LP 1-11 eA A Z LPS1-13 A =MNEERS 1 WP TRES WEST ENGINEERS, INC. WP PLAN NOTES 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 LPS1-15 O PROVIDE CONCRETE BOLLARD AND 2 OUTLETS Phone: 253.472.3300 AT THE TOP FOR BLOCK HEATERS. SEE BOLLARD www.treswest.com NOTES ON THIS SHEET FOR ADDITIONAL INFORMATION. LP 1-17 ]A8 O PROVIDE UNISTRUT RACK TO MOUNT 1 PANELBOARDS AND CONCRETE PAD FOR TRANSFORMER. EQUIPMENT SHALL BE LOCATED LP 1-19 o o o o TO PROVIDE MINIMUM 3'-6"WORKING CLEARANCE. JLPS1 A K��1ENT rTAS H I N GTOM JP1 0 KEHOC Warehouse & Office Building 11 APPROIXMATE LOCATIO �OF 12607 SE 248TH ST jPS6 ' ELECTRICAL KENT� WA 1P 8 ROOM 153 98030 Uvvpj LPS1-8 8 CONSOLIDATED LPS10I) N SET T-LPS1 HPS1 JOB NO. 20223 Dote Revisions MARCH 19,2024-NOTICE TO PROCEED 06.05.2024-REVISION 6 LPS1-14 A 8 07,09.2024-GEAR REVISION WP 1 WP LP 1-16 Sheet Contents ENLARGED ELECTRICAL PLANS N hash mnbw the uipbldied ad r��aT to r�idMn�rad af�tr ra�rtecF. Sheet No. ENLARGED ELECTRICAL PLANS A B 1 SCALE: 1/16"= 1'4' E8.2 z PANEL LOCATION: PW SEWER RM 144 2081120 VOLT 150 AMP BUS RATING SCCR: 22,000 A PANEL LOCATION: PW WATER 143 208/120 VOLT 150 AMP BUS RATING SCCR: 22,000 A LP15S SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC LP16S SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: W A G N E R FED FROM: LP11S 4 WIRE MOUNTING: SURFACE FED FROM: LP11S 4 WIRE MOUNTING: SURFACE A R C H I T E C T S CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT PLANNER S 1 EXTERIOR BLOCK HEATER D 1.500 2011 A 2011 0.910 M GUH1-2, MOTORIZED DAMPER 2 1 EXTERIOR BLOCK HEATER D 1.500 2011 A 2011 0.910 M GUH1-3, MOTORIZED DAMPER 2 3 EXTERIOR BLOCK HEATER D 1.500 2011 B 2011 0.100 M PF1-6 FAN CONTROLLER 4 3 EXTERIOR BLOCK HEATER ❑ 1,500 2011 B 2011 0.100 D PF1-8 FAN CONTROLLER 4 1 9 1 6 P I K E P L A C E 5 RM 144 PW SEWER -REC R 0.720 2011 C 2011 - S SPARE 6 5 EXTERIOR BLOCK HEATER D 1.500 2011 C 2011 S SPARE 6 S E AT T L E WA 9 81 01 7 RM 144 PW SEWER -ROLL-UP DOOR M 1,176 2011 A 2011 - S SPARE 8 7 RM 143 PW WATER -BLOCK HEATER D 1.500 2011 A 2011 S SPARE 8 2 0 6 4 4 8 2 5 2 8 wagnerarchitects . com 9 RM 144 PW SEWER -REC R 0.540 2011 B 2011 - S SPARE 10 9 RM 143 PW WATER -ROLL-UP DOOR M 1,176 2011 B 2011 S SPARE 10 11 RM 144 PW SEWER -BLOCK HEATER M 1,500 2011 C 2011 - S SPARE 12 11 RM 143 PW WATER -BLOCK HEATER D 1.500 2011 C 2011 S SPARE 12 13 RM 144 PW SEWER -BLOCK HEATER M 1.500 2011 A 2011 - S SPARE 14 13 RM 143 PW WATER -GFCI WP RECEP R 0.540 2011 A 2011 S SPARE 14 J. 15 RM 144 PW SEWER -ROLL-UP DOOR M 1.176 2011 B 2011 - S SPARE 16 15 RM 143 PW WATER -GFCI WP RECEP R 0.900 2011 B 2011 S SPARE 16 A. �oF 17 DOOR HARDWARE POWER SUPPLY ❑ 0.216 2011 C 2011 - S SPARE 18 17 RM 143 PW WATER -ROLL-UP DOOR M 1.176 2011 C 2011 S SPARE 18 ` 19 SPARE S - 2011 A 2011 - S SPARE 20 19 GATE OPERATOR M 2,702 2013 A 2011 S SPARE 20 , v0,p rP� 53813 �9 21 SPARE S - 2011 B 2011 - S SPARE 22 21 - - - B 2011 S SPARE 22 °.c GIST1✓Y �SSIONAL �1 23 SPARE S 2011 C 2011 - S SPARE 24 23 - - - - C 2011 S SPARE 24 25 SPARE S - 2011 A 2011 - S SPARE 26 25 GATE OPERATOR M 2.702 2013 A 2011 S SPARE 26 27 SPARE S 2011 B 2011 - S SPARE 28 27 - - - - B 2011 S SPARE 28 29 SPARE S - 2011 C 2011 - S SPARE 30 29 - - - - C 2011 - S SPARE 30 Consultants: 31 SPARE S 2011 A 4012 6.656 EV FUTURE EV 32 31 DOOR HARDWARE POWER SUPPLY ❑ 0.216 2011 A 4012 6.656 EV FUTURE EV 32 33 SPARE S - 2011 B - - - - 34 33 SPARE S - 2011 B - - - - 34 35 SPARE S 2011 C 4012 6.656 EV FUTURE EV 36 35 SPARE S - 2011 C 4012 6.656 EV FUTURE EV 36 37 SPARE S 2011 A - - - - 38 37 SPARE S 2011 A - - - - 38 39 SPARE S - 2011 B 4012 - S SPARE 40 39 SPARE S - 2011 B 4012 S SPARE 40 41 SPARE S 2011 C - - - 42 41 SPARE S 2011 C - - - 42 vmmIII= V T PHASE LOAD PHASE A= 11.74 KVA PHASE B= 6.64 KVA PHASE C= 5.76 KVA PHASE LOAD PHASE A= 13.12 KVA PHASE B= 8.81 KVA PHASE C= 9.31 KVA TRES WEST ENGINEERS, INC. LOAD TYPE L R M H WH EV ❑ A K LM TOTAL LOADS LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS 2702 SOUTH 42ND STREET, SUITE 301 PANEL LP15S 0.00 1,26 6.36 0,00 0.00 13.31 3,22 0.00 0.00 1.50 24.15 KVA 67.03 AMP PANEL LP16S 0.00 1.44 8.67 0.00 0.00 13.31 7.82 0.00 0.00 2.70 31.23 KVA 86.70 AMP TACOMA, WA 98409-7315 Phone: 253.472.3300 0.00 KVA 0.00 AMP - 0.00 KVA 0.00 AMP www.treswest.com CONN. LOAD 0.00 1,26 6.36 0,00 0.00 13.31 3,22 0.00 0.00 1,50 24.15 KVA 67.03 AMP CONN. LOAD 0.00 1.44 8.67 0.00 0.00 13.31 7.82 0.00 0.00 2.70 31.23 KVA 86.70 AMP CALL. LOAD 0.00 1.26 6.36 0,00 0.00 16.64 3,22 0.00 0.00 0,38 27.85 KVA 77.31 AMP CALC. LOAD 0.00 1.44 8.67 0.00 0.00 16.64 7.82 0.00 0.00 0.68 35.24 KVA 97.81 AMP REQUIRED HINGED DOOR-IN-DOOR TRIM REQUIRED HINGED DOOR-IN-DOOR TRIM OPTIONS: NEMA-3R ENCLOSURE OPTIONS: NOTES: G= GFCI NOTES: G =GFCI 40 KE T W A S H I N G T O N PANEL LOCATION: ELEC RM 153 208/120 VOLT 225 AMP BUS RATING SCCR: 22,000 A PANEL LOCATION: ELEC RM 153 480/277 VOLT 600 AMP BUS RATING SCCR: 25,000 A LP17S SERVING: 3 PHASE 225 AMP MAIN BREAKER AFC: HM11S SERVING: 3 PHASE 600 AMP MAIN BREAKER AFC: FED FROM: HP11S 4 WIRE MOUNTING: SURFACE FED FROM: MDP1 4 WIRE MOUNTING: SURFACE KEHOC CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA AIP PHASE A/P KVA TYPE LOAD DESCRIPTION CKT Warehouse & Office 1 RM 146 DRIVE THRU -REC R 0.540 2011 A 7012 12.000 D RV CHARGER 2 1 PANEL LP11S P 210.679 45013 A 10013 - S SPARE 2 3 RM 146 DRIVE THRU -BLOCK HEATER ❑ 1.500 2011 B - - - 4 3 - - - B - - - - 4 Building 5 RM 146 DRIVE THRU -ROLL-UP DOOR M 1.176 2011 C 5012 8.320 ❑ FORKLIFT CHARGER 6 5 _ _ _ _ C _ _ _ _ 6 7 RM 146 DRIVE THRU -ROLL-UP DOOR M 1.176 2011 A - - - 8 7 ODU-1A M 11.639 2013 A 22513 - S SPARE 8 9 RM147 EVID STOR-ROLL-UP DOOR M 1.656 2011 B 3013 9.367 M CU-1 10 9 _ _ _ _ B _ _ _ _ 10 12607 SE 248TH ST 11 RM147& 148 EVI❑ STOR- REC R 0.540 2011 C - - - 12 11 - - - C - - - - 12 KENT, WA 13 RM 151 OPEN OFF. -WORKSTATION R 0.720 2011 A - - - 14 13 ODU-113 M 11.639 2013 A 2013 12.471 M ODU-5 14 98030 15 RM 151 OPEN OFF. -WORKSTATION R 0.720 2011 B 1512 1.789 M EVAP-1 16 15 _ _ _ _ B _ _ _ _ 16 17 RM 146 DRIVE THRU -BLOCK HEATER D 1.500 2011 C - - - - 18 17 _ _ _ C _ _ _ _ 18 19 RM 151 OPEN OFF COUNTERTOP REC R 0.540 2011 A 2012 1.822 M IDU1-1. -2 20 19 EF1-1, -2, -3, -4 M 5.321 2013 A 2013 - S SPARE 20 21 RM 153 ELEC RM. REC R 0.180 2011 B - - - 22 21 - - - B - - - - 22 CONSOLIDATED 23 RM 149.150, 151 - REC R 0.720 2011 C 3012 5200. M AC-4A1413 24 23 - - - C - - - - 24 SET mn 25 TP-1 M 0.100 2011 A - - - 26 25 PANEL HPS1 P 32.500 10013 A 2011 - S SPARE 26 27 RM 151 DRIVE THRU -ROLL-UP DOOR M 1.176 2011 B 2011 1,080 D DOOR HARDWARE POWER SUPPLY 28 2 (N 0TI= 1) - - - B 2011 - S SPARE 28 29 RM151 OPEN OFFICE REFRIGERATOR ❑ 1.000 G2011 C 2011 - S SPARE 30 29 - - - - C 2011 S SPARE 30 JOB NO. 20223 31 RM151 OPEN OFFICE MICROWAVE ❑ 1.000 G2011 A 4012 6.656 EV FUTURE EV 32 31 SPARE S - 2011 A 2011 - S SPARE 32 Date Revisions 33 RM 151 OPEN OFFICE-INSTA-HOT D 1.085 G2011 B - - - 34 33 SPARE S - 2011 B 2011 - S SPARE 34 MARCH 19,2024-NOTICE TO PROCEED 35 RM 151 OPEN OFFICE-DISPOSAL ❑ 1.176 G2011 C 4012 6.656 EV FUTURE EV 36 35 SPARE S - 2011 C 2011 S SPARE 36 06.05.2024-REVISION 6 37 RM 149-WC -TOILET& SINK ❑ 0.540 2011 A - - - 38 37 SPARE S - 2011 A 2011 - S SPARE 38 8 07,09.2024 GEAR REVISION 39 EXTERIOR REC R 0.180 2011 B 4012 - S SPARE 40 39 SPARE S - 2011 B 2011 S SPARE 40 41 FREEZER DOOR LIGHT D 0.100 2011 C - - - 42 41 SPARE S - 2011 C 2011 - S SPARE 42 43 PF1-1, PF1-2, PF1-3 FAN CONTROLLER ❑ 0.300 2011 A 2011 - S SPARE 44 45 SPARE S - 2011 B 2011 - S SPARE 46 PHASE LOAD PHASE A= 119.35 KVA PHASE B= 87.79 KVA PHASE C= 77.11 KVA 47 SPARE S - 2011 C 2011 - S SPARE 48 LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS 49 SPARE S - 2011 A 2011 - S SPARE 50 PANEL HM11S 0.00 0.00 41,07 0.00 0.00 0,00 0,00 0.00 0.00 12,47 41.07 KVA 49.40 AMP 51 SPARE S - 2011 B 2011 - S SPARE 52 PANEL LP11S 0.00 13.32 49.07 0.00 0.00 79.87 68.42 0.00 0.00 9.37 210.68 KVA 253.41 AMP 53 ISPARE IS i - 2011 C 2011 1 - I S ISPARE 54 PANEL HPS1 2.50 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 0.00 32.50 KVA 39.09 AMP Sheet Contants PHASE LOAD PHASE A= 28.37 KVA PHASE B= 21.83 KVA PHASE C= 20.32 KVA CONN. LOAD 2.50 13.32 90.14 0.00 0.00 79.87 98.42 0.00 0.00 12.47 284.25 KVA 341.90 AMP CALC. LOAD 3.13 11.66 90.14 0.00 0.00 99.84 98.42 0.00 0.00 3.12 306.30 KVA 368.42 AMP PANEL SCHEDULES LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS REQUIRED HINGED DOOR-IN-DOOR TRIM PANEL LP17S 0.00 4.14 23.46 0.00 0.00 13.31 29.60 0.00 0.00 9.37 70.51 KVA 195.73 AMP OPTIONS: CONN. LOAD 0.00 4,14 23.46 0.00 0,00 13.31 29.60 0.00 0.00 9.37 70.51 KVA 195.73 AMP CALC. LOAD 0.00 4,14 23.46 0.00 0,00 16.64 29.60 0.00 0.00 2.34 76.18 KVA 211.47 AMP NOTES: 1) CIRCUIT BREAKER SHALL BE LOCKABLE PER NEC 450.14. BREAKER SHALL BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. REQUIRED HINGED DOOR-IN-DOOR TRIM PROVISIONS FOR LOCKING SHALL REMAIN IN PLACE WITH OR WITHOUT THE LOCK INSTALLED. THE LOCATION OF DISCONNECTING MEANS OPTIONS: NEMA-3R ENCLOSURE SHALL BE IDENTIFIED ON THE TRANSFORMER. NOTES: Al motertd 4pealg Aaetn mrfwuhee the uipibldied ad art¢id cork aT tla_omlimt and mq nd be aced,a dbcbeed.Nhout Ike rrllten ooreent al tle PANEL SCHEDULE INDEX Sheet No. PANEL NAME PANEL NAME LP15S LP16S E 9 .3 LP17S HM11S PANEL LOCATION: SITE 208/120 VOLT 100 AMP BUS RATING SCCR: 36,000 A GEN1 SERVING: 3 PHASE 100 AMP MAIN BREAKER AFC 8 W A G N E R FED FROM: MDP1 4 WIRE MOUNTING: SURFACE ARCHITECT S CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT PLANNER S 1 GEN01 BLOCK HEATER H 3.744 2512 A 2011 0.180 R MTS RECEPTACLE 2 3 - - - B 2011 1.000 H MT5 HEATER 4 1 9 1 6 P I K E P L A C E 5 GEN01 BATTERY CHARGER D 1.200 2011 C 8012 - 5 SPARE 6 S E AT T L E WA 9 81 01 7 GEN01 RECEPTACLES R 0.360 2011 A - - - 8 2 0 6 4 4 8 2 5 2 8 wagnerarchitects . com 9 GEN01 LIGHTING L 0.192 2011 B 8012 S SPARE 10 11 GEN02 BLOCK HEATER H 3.744 2512 C - - - 12 13 - - - A 2011 S SPARE 14 J. 15 GEN02 BATTERY CHARGER D 1.200 2011 B 2011 5 SPARE 1E 17 GEN02 RECEPTACLES R 0.360 2011 C 2011 S SPARE 18 19 GEN02 LIGHTING L 0.192 2011 A 2011 S SPARE 20 , v0,p rP� 53813 �9 21 SPARE S - 2011 B 2011 S SPARE 22 °.� GISTEY �SSIONAL �1 23 SPARE S - 2011 C 2011 S SPARE 24 PHASE LOAD PHASE A= 4.48 KVA PHASE B= 4.26 KVA PHASE C= 3.43 KVA LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS Consultants: PANEL GEN1 0.38 0,90 0.00 8.49 0.00 0.00 2.40 0.00 0.00 0.00 12.17 KVA 33.79 AMP 0.00 KVA 0.00 AMP CONN. LOAD 1 0.38 1 0,90 1 0.00 1 8.49 1 0.00 1 0.00 1 2.40 1 0.00 1 0,00 1 0.00 12.17 KVA 33.79 AMP CALC. LOAD 0.48 0,90 1 0.00 1 8.49 0.00 0.00 2.40 0.00 0,00 0.00 12.27 KVA 34.06 AMP eA Ari REQUIRED HINGED DOOR-IN-DOOR TRIM OPTIONS: NEMA-3R ENCLOSURE TES�� N pTES: mmm TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com KE T WASH I N G T O N PANEL LOCATION: ELEC RM 212 208/120 VOLT 225 AMP BUS RATING SCCR: 22,000 A PANEL LOCATION: 2081120 VOLT 225 AMP MAIN LUGS ONLY SCCR: 22,000 A LM21 N SERVING: MECHANICAL EQUIPMENT 3 PHASE 225 AMP MAIN BREAKER AFC: LM22N SERVING: MECHANICAL EQUIPMENT 3 PHASE AFC: KEHOC FED FROM: HM21 N 4 WIRE MOUNTING: SURFACE FED FROM: LM21 N 4 WIRE MOUNTING: SURFACE CKT LOAD DESCRIPTION TYPE KVA A/P PHASE A/P KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA A/P PHASE AIP KVA TYPE LOAD DESCRIPTION CKT Warehouse & Office 1 IDU3-1, -2,-4, -5 M 1905. 2012 A 2012 2.679 M IDU4-6, -7, -10 2 1 IDU1-3, IDU5-2, BC1 M 2,414 2012 A 2011 - S SPARE 2 Building 3 - - - - B - - - - 4 3 - - - - B 2D11 - S SPARE 4 5 IDU3-6, -8, -10, BC3 M 2.671 2012 C 2012 1.256 M IDU4-3, -4, -5 6 5 HRU1-1 M 2.163 1512 C 2011 - 5 SPARE 6 7 _ - - - A - - - 8 7 - - - - A 2D11 - S SPARE 8 12607 SE 248TH ST 9 IDU3-11, IDU4-11 M 2,513 2012 B 1512 0.884 M IDU4-1 10 9 HRU1-2 M 2.163 1512 B 2011 - 5 SPARE 10 KENT, WA C - - - - 12 11 - - - - C 2011 - S SPARE 12 98030 13 SPARE S - 2012 A 2012 1.560 M IDU3-9, IDU4-8, -9 14 13 PFIA,-2,-3,-4 M 1.140 2011 A 2011 - S SPARE 14 15 - - - - B - - - - 16 15 PF1-5,-6,-7, -8 M 1,560 2011 B 2011 - S SPARE 16 17 MOTORIZED DAMPERS N CLEREST M 1,200 2011 C 1512 2.163 M HRU2-3 18 17 HRU-5 M 1.082 1512 C 2D11 - S SPARE 18 19 MOTORIZED DAMPERS N CLEREST M 1.400 2011 A - - - - 20 19 - - - - A 2011 - 5 SPARE 20 CONSOLIDATED 21 SPARE S - 2011 B 1512 2.163 M HRU3-2 22 21 EF1-9 M 0.072 2011 B 2D11 - S SPARE 22 SET 23 RH-3 KITCHENETTE 241 M 0.078 2011 C - - - - 24 23 MOTORIZED DAMPERS S CLEREST M 0.900 2011 C 2011 - 5 SPARE 24 25 RH-2 KITCHEN 202 M 0,078 2011 A 1512 2.163 M HRU3-3 26 25 EFR-2 M 0.528 2011 A 2D11 - S SPARE 26 27 IDU3-3, -7, IDU4-2, BC4 M 2.725 2012 B - - - - 28 27 SPARE S - 2011 B 2011 - 5 SPARE 28 JOB NO. 20223 29 - - - - C 1512 2.101 M HRU4-1 30 29 SPARE S - 2011 C 2D11 - S SPARE 30 Date Revisions 31 HRU3-1 M 2.101 1512 A - - - - 32 31 SPARE S - 2011 A 2D11 - S SPARE 32 MARCH 19,2024-NOTICE TO PROCEED 33 - - - - B 1512 2.101 M HRU4-2 34 33 SPARE S - 2011 B 2011 - S SPARE 34 06.05.2024-REVISION 6 35 COMBINATION FIS DAMPER M 0.100 2011 C - - - - 36 35 SPARE S - 2011 C 2D11 - S SPARE 36 8 07,09.2024 GEAR REVISION 37 SPARE S - 2011 A 2011 - S SPARE 38 37 SPARE S - 2011 A 2011 - 5 SPARE 38 39 SPARE S - 2011 B 2011 - S SPARE 40 39 SPARE S - 2011 B 2D11 - S SPARE 40 41 SPARE S - 2011 C 2011 - S SPARE 42 41 SPARE S - 2011 C 2011 - 5 SPARE 42 PHASE LOAD PHASE A= 16.28 KVA PHASE B= 14.32 KVA PHASE C= 14.27 KVA PHASE LOAD PHASE A= 4.50 KVA PHASE B= 3.92 KVA PHASE C= 3.60 KVA LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS PANEL LM21N 0.00 0.00 31.84 0.00 0.00 0.00 0.00 0.00 0.00 2.73 31.84 KVA 88.38 AMP PANEL LM22N 0.00 0.00 1202. 0.00 0.00 0.00 0.00 0.00 0.00 2.41 12.02 KVA 33.37 AMP PANEL LM22N 0.00 0.00 12.02 0.00 0,00 0.00 0.00 0.00 0.00 2.41 12.02 KVA 33.37 AMP CONK. LOAD 0.00 0.00 1202. 0.00 0.00 0.00 0.00 0.00 0.00 2.41 12.02 KVA 33.37 AMP Sheet Contahts CONN. LOAD 0.00 0.00 43.86 0.00 0,00 0.00 0.00 0.00 0.00 2.73 43.86 KVA 121.75 AMP CALC. LOAD 0.00 1 0.00 1 1202. 0.00 1 0.00 0.00 0.00 0.00 1 0.00 1 0.60 1 12.62 KVA 35.04 AMP CALC. LOAD 0.00 1 0.00 1 43.86 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 0.68 1 44.64 KVA 123.64 AMP REQUIRED HINGED DOOR-IN-DOOR TRIM PANEL SCHEDULES REQUIRED HINGED DOOR-IN-DOOR TRIM OPTIONS: OPTIONS: FEED-THRU LUGS NOTES: G=GFC1 NOTES: G=GFC1 N malertd 4pea4 Aaetn mr111 1 the uipibMW ad art¢hd cork aT the omlimt and mq nd be hhoed,a dbcbeed dtlhohht the.ritehh oahesht al the PANEL SCHEDULE INDEX Sheet No. PANEL NAME PANEL NAME GEN1 - 8 E9 .9 LM21 N LM22N PANEL LOCATION: CLERESTORY LEVEL 480/277 VOLT 150 AMP BUS RATING SCCR: 26,000 A PANEL LOCATION: SITE 480/277 VOLT 125 AMP BUS RATING SCCR: 18,000 A PV21 SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: HPS1 SERVING: 3 PHASE 100AMP MAIN BREAKER AFC: 8 W A G N E R FED FROM: MDP1 4 WIRE MOUNTING: SURFACE FED FROM: HM11S 4 WIRE MOUNTING: SURFACE ARCHITECT S CKT LOAD DESCRIPTION TYPE KVA A/P PHASE AIP KVA TYPE LOAD DESCRIPTION CKT CKT LOAD DESCRIPTION TYPE KVA A1P PHASE AIP KVA TYPE LOAD DESCRIPTION CKT P L A N N E R S 1 INVERTER D 0.000 6013 A 2011 - S SPARE 2 1 PANEL LPS1 P 30.000 7013 A 2011 - S SPARE 2 3 (NOTE 1) - - - B 2011 - S SPARE 4 3 - - - - B 2011 - S SPARE 4 1 9 1 6 P I K E P L A C E 5 - - - - C 2011 - S SPARE s SEATTLE WA 98101 5 - - - - C 2011 - S SPARE 6 2 0 6 4 4 8 2 5 2 8 7 SPARE S - 2011 A 2011 - S SPARE $ 7 MINERAL BIN LIGHTING L 0.500 2011 A 2011 - S SPARE 8 w a g n e r a r c h i t e c t s . c o m 9 SPARE S - 2011 B 2011 - S SPARE 10 9 MINERAL BIN LIGHTING L 0.500 2011 B 2011 - S SPARE 10 11 SPARE S - 2011 C 2011 - 5 SPARE 12 13 SPARE S 2011 A 2011 5 SPARE 14 11 MINERAL BIN LIGHTING L 0.500 2011 C 2011 - S SPARE 12 - _ 13 MINERAL BIN LIGHTING L 0.500 2011 A 2011 - S SPARE 14 15 SPARE S - 2011 B 2011 - S SPARE 16 15 MINERAL BIN LIGHTING L 0.500 2011 B 2011 - S SPARE 16 17 SPARE S - 2011 C 2011 - S SPARE 18 17 SPARE S - 2011 C 2011 - S SPARE 18 19 SPARE S - 2011 A 2011 - S SPARE 20 , 53813 21 SPARE S - 2011 B 2011 - S SPARE 22 19 SPARE 5 - 2011 A 2011 - 5 SPARE 20 ��°��GISTEY� 23 SPARE S - 2011 C 2011 - S SPARE 24 21 SPARE S - 2011 B 2011 - S SPARE 22 �SSIONAL �ti 25 SPARE S - 2011 A 2011 - S SPARE 26 23 SPARE S - 2011 C 2011 - S SPARE 24 27 SPARE S - 2011 B 2011 - 5 SPARE 28 25 SPARE S - 2011 A 2011 - S SPARE 26 29 SPARE S - 2011 C 2011 - S SPARE 30 27 SPARE S - 2011 B 2011 - S SPARE 28 Consultants: 31 SPARE S - 2011 A 2011 - S SPARE 32 29 SPARE S - 2011 C 2011 - S SPARE 30 33 SPARE S - 2011 B 2011 _ 5 SPARE 34 PHASE LOAD PHASE A= 11.50 KVA PHASE B= 11.50 KVA PHASE C= 9.50 KVA 35 SPARE S - 2011 C 2011 - S SPARE 36 37 SPARE S - 2011 A 2011 - S SPARE 38 LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS 39 SPARE S - 2011 B 2011 - S SPARE 40 PANEL HPS1 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 KVA 3.01 AMP 41 SPARE S - 2011 C 2011 - S SPARE 42 PANEL LPS1 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 0.00 30.00 KVA 36.08 AMPmmNIII= - VWT 0.00 KVA 0.00 AMP PHASE LOAD PHASE A= 0.00 KVA PHASE B= 0.00 KVA PHASE C= 0.00 KVA CONN. LOAD 2.50 0.00 0.00 0.00 0.00 0.00 30.00 O.DO 0.00 0.00 32.50 KVA 39.09 AMP TRES WEST ENGINEERS, INC. LOAD TYPE L R M H WH EV ❑ A K LM TOTAL LOADS CALC. LOAD 3.13 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 0.00 33.13 KVA 39.84 AMP 2702 SOUTH 42ND STREET, SUITE 301 PANEL PV21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.OD 0.00 KVA 0.00 AMP HINGED DOOR-IN-DOOR TRIM TACOMA, WA 98409-7315 REQUIRED Phone: 253.472.3300 0.00 KVA 0.00 AMP OPTIONS: NEMA-3R ENCLOSURE www.treswest.com CONN. LOAD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 KVA 0.00 AMP CALC. LOAD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 KVA 0.00 AMP REQUIRED HINGED DOOR-IN-DOOR TRIM NOTES: OPTIONS: NOTES: 1] FINAL BREAKER TO BE SIZED BASED ON INVERTER REQUIREMENTS. KE T WASH I N G T O N PANEL LOCATION: SITE 208/120 VOLT 150 AMP BUS RATING SCCR: 10,000 A LPS1 SERVING: 3 PHASE 150 AMP MAIN BREAKER AFC: FED FROM: HPS1 4 WIRE MOUNTING: SURFACE KEHOC Warehouse & Office CKT LOAD DESCRIPTION TYPE KVA A1P PHASE A1P KVA TYPE LOAD DESCRIPTION CKT 1 BLOCK HEATER D 1.500 2011 A 2011 1.500 D BLOCK HEATER 2 Building 3 BLOCK HEATER D 1.500 2011 B 2011 1.500 D BLOCK HEATER 4 5 BLOCK HEATER D 1.500 2011 C 2011 1.500 D BLOCK HEATER 6 12607 SE 248TH ST 7 BLOCK HEATER D 1.500 2011 A 2011 1.500 ❑ BLOCK HEATER 8 9 BLOCK HEATER D 1.500 2011 B 2011 1.500 ❑ BLOCK HEATER 10 KENT, WA 11 BLOCK HEATER D 1.500 2011 C 2011 1.500 D BLOCK HEATER 12 98030 13 BLOCK HEATER D 1.500 2011 A 2011 1.500 ❑ BLOCK HEATER 14 15 BLOCK HEATER D 1.500 200 B 2011 1.500 D BLOCK HEATER 16 17 BLOCK HEATER D 1.500 200 C 2011 - S SPARE 18 19 BLOCK HEATER D 1.500 2011 A 2011 - S SPARE 20 CONSOLIDATED 21 BLOCK HEATER D 1.500 2011 B 2011 - S SPARE 22 SET 23 BLOCK HEATER D 1.500 2011 C 2011 - S SPARE 24 25 SPARE S - 2011 A 2011 - S SPARE 26 JOB N0. 20223 27 SPARE S - 2011 B 2011 - S SPARE 28 Date Revisions 29 SPARE S - 2011 C 2011 - S SPARE 30 MARCH 19,2024-NOTICE TO PROCEED 31 SPARE S - 2011 A 2011 - S SPARE 32 06.05.2024-REVISION 6 33 SPARE 5 - 2011 B 2011 - S SPARE 34 8 07.09.2024-GEAR REVISION 35 SPARE S - 2011 C 2011 - S SPARE 36 37 SPARE S - 2011 A 2011 - S SPARE 38 39 SPARE S - 2011 B 2011 - S SPARE 40 41 SPARE S - 2011 C 2011 - S SPARE 42 PHASE LOAD PHASE A= 10.50 KVA PHASE B= 10.50 KVA PHASE C= 9.00 KVA LOAD TYPE L R M H WH EV D A K LM TOTAL LOADS PANEL LPS1 0.00 0.00 0.00 0.00 0-00 0.00 30.00 0.00 0.00 0.00 30.00 KVA 83.27 AMP Sheet Contents CONN. LOAD 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 0.00 30.00 KVA 83.27 AMP PANEL SCHEDULES CALC. LOAD 0.00 0.00 0.00 0.00 0.00 0DO 30.00 0.00 0.00 0.00 30.00 KVA 83.27 AMP REQUIRED HINGED DOOR-IN-DOOR TRIM OPTIONS: NEMA-3R ENCLOSURE NOTES: N motertd 4pealg Aaeh mr111 1 the WpAMW ad ert¢id cork aT tla omlieak and mq sd 6eAle wed,a dbcbeed.Nhout Ike rrllEen ooreent of tle PANEL SCHEDULE INDEX Sheet No. PANEL NAME PANEL NAME 1 HPS1 8 E 9 . 10 LPS1 - VVECA ELECTRIC&COMMUNICATIONS CHANGE NOTICE CCN# 10 VECA Electric And Technologies LLC Date: 7/17/2024 5614 7th Ave S Project Name: JT-628887-KEHOC Seattle, WA 98108 Project Number: JT-628887-KEHOC Telephone: 206-919-0850 Page Number: 1 E-mail:jtaylor@veca.com Client Address: Bayley Construction Contact: Brian Nilsson 8005 SE 28th St. Mercer Island,WA 98040 USA Contact: Brian Nilsson Work Description CO reflects costs assocaited with CCD-009. Pricing includes (2) new panelboards, (1) new transformer and the credit back for the removal of(1) mini power zone. Pricing also includes the upsize in conduit and the additional neutral wire as indicated in the CCD-009 documents. We reserve the right to correct this quote for errors and omissions. Itemized Breakdown Description Qty Net Price U Total Mat. Labor U Total Hrs. 1 1/4" LOCKNUT-STEEL 4 37.93 C 1.52 5.81 C 0.23 2" LOCKNUT-STEEL 4 74.40 C 2.98 8.50 C 0.34 1" FLEX- LIQUIDTIGHT METALLIC-GRAY 4 340.61 C 13.62 7.38 C 0.30 1 1/2" FLEX- LIQUIDTIGHT METALLIC-GRAY 4 482.69 C 19.31 13.50 C 0.54 1" CONN STRAIGHT-LIQUIDTIGHT DIECAST 1 884.97 C 8.85 21.25 C 0.21 1 1/2"CONN STRAIGHT-LIQUIDTIGHT DIECAST 1 2,415.67 C 24.16 31.25 C 0.31 1" CONN 90 DEG-LIQUIDTIGHT DIECAST 1 2,190.40 C 21.90 21.25 C 0.21 1 1/2"CONN 90 DEG-LIQUIDTIGHT DIECAST 1 4,957.14 C 49.57 31.25 C 0.31 1 1/4"CONDUIT-PVC40 TRENCH 10 131.97 C 13.20 3.75 C 0.38 1 1/2"CONDUIT-PVC40 TRENCH -210 153.27 C -321.87 3.75 C -7.88 2" CONDUIT-PVC40 TRENCH 220 191.43 C 421.15 4.00 C 8.80 1 1/4" ELBOW 90 DEG- PVC40 4 240.98 C 9.64 32.50 C 1.30 2" ELBOW 90 DEG- PVC40 4 432.03 C 17.28 50.00 C 2.00 1 1/4"COUPLING- PVC 8 41.08 C 3.29 0.00 C 0.00 2" COUPLING- PVC 8 74.20 C 5.94 0.00 C 0.00 1 1/4"ADAPTER MALE- PVC 4 62.39 C 2.50 17.50 C 0.70 2" ADAPTER MALE- PVC 4 107.57 C 4.30 22.50 C 0.90 #8 THHN BLACK 10 465.80 M 4.66 8.75 M 0.09 #6 THHN BLACK 10 774.70 M 7.75 11.13 M 0.11 #4 THHN BLACK 110 1,096.70 M 120.64 12.75 M 1.40 #1/0 THHN BLACK 144 2,312.40 M 332.99 17.75 M 2.56 CHANGE_NOTICF DEN# 10 Client Address: Date: 7/17/2024 Project Name: JT-628887-KEHOC VECA Electric And Technolonips LLC Project Number: JT-628887-KEHOC 5614 7th Ave S,__.. _��..,..,....��..�..� Bayley Construction Seattle, WA 98108 8005 SE 28th St. Page Number: 2 Mercer Island,WA 98040 Description Qty Net Price U Total Mat. Labor U Total Hrs. #8 THHN GREEN 10 484.80 M 4.85 8.75 M 0.09 #4 THHN GREEN 10 1,139.09 M 11.39 12.75 M 0.13 #1/0 XHHW BLACK 210 2,541.50 M 533.72 17.75 M 3.73 #6 BARE COPPER 75 674.80 M 50.61 12.75 M 0.96 COMPRESSION LUG-CU W/ 1- 9/32" HOLE-#4 C 3 315.79 C 9.47 18.75 C 0.56 COMPRESSION LUG-CU W/ 1- 9/32" HOLE-# 1 C 4 621.91 C 24.88 25.00 C 1.00 #4-#4/0 TO 1/2- 1" PIPE GRD CLAMP 1 61.48 E 61.48 0.31 E 0.31 #10 TO#12x 1 PLAS ANCHOR(1/4) 4 4.84 C 0.19 8.75 C 0.35 1/4-20 MACHINE SCREW ANCHOR 4 41.68 C 1.67 10.00 C 0.40 #10x 1 P/H SELF-TAP SCREW 4 5.05 C 0.20 3.75 C 0.15 100A 4W-24CCT RCSD BREAKER BPB 1 0.00 E 0.00 3.75 E 3.75 45KVA 3PH TRANSFORMER-GP-WALL MNT 1 0.00 E 0.00 20.25 E 20.25 Totals 673 1,461.81 44.49 Summary General Materials 1,461.81 DISTRIBUTION 7,285.00 Material Total 8,746.81 CRAFTSMAN LABOR (44.49 Hrs @$119.02) 5,295.20 FOREMAN @ 15% (6.67 Hrs @$128.08) 854.29 Overhead (@ 10.000 %) 1,489.63 Markup (@ 5.000 %) 819.30 Subtotal 17,205.23 Final Amount $17,205.23 CONTRACTOR CERTIFICATION Name: Date: Signature: I hereby certify that this quotation is complete and accurate based on the information provided. CLIENT ACCEPTANCE CCN # 10 Final Amount: $17,205.23 Name: Date: Signature: Change Order#: I hereby accept this quotation and authorize the contractor to complete the above described work. AYLEY Bayley Construction,LP Project:24057-Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #136 - Lighting Package Submittal Revisions Origin: Date Created: 8/15/2024 Created By: Nils Brian Nilsson Status: Not Submitted, Not Proceeding Scope: In Scope Type: Owner Change Change Reason: Client Request Description: Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. 26-100-000.S VECA ELECTRIC& Is 1.0 $10,152.45 $10,152.45 $10,152.45 1.0 $10,152.45 $10,152.45 $10,152.45 $0.00 Electrical.Commitments- TECHNOLOGIES,LLC Subcontracts 24057-4004 Description: Lighting Package Submittal Revisions 00-000-000.PO Is 1.0 $1,523.00 $1,523.00 $1,523.00 1.0 $1,523.00 $1,523.00 $1,523.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractor Fee(15%) Grand Totals $11,675.45 $0.00 $11,675.45 $11,675.45 $0.00 $0.00 $0.00 $11,675.45 $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:8/15/2024 at 08:44AM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 136 Project No.24507 Doc#: Work Description:Lighting Package Submittal Revisions Date: 7/24/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs Veca-Lighting Package Submittal Revisions 1 LS $ $ $ 10,152.45 $ 10,152 $ 10,152 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 0 $ $ $ $ 10,152 Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 10,152 Excludes WSST General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 15.00% $ 1,523 GRAND TOTAL Is 11,675 Time Request: We have proceeded on this change proposal on Owner's verbal direction/RFI response We will proceed with this change proposal when a copy,signed by an authorized representative,is received by FX I Bayley Construction. To prevent delays and further impacts please approve by: 8/15/2024 Owner's Representative Date Bayley Construction Date VVECA ELECTRIC&COMMUNICATIONS CHANGE NOTICE CCN# 7 VECA Electric And Technologies LLC Date: 6/28/2024 5614 7th Ave S Project Name: JT-628887-KEHOC Seattle, WA 98108 Project Number: JT-628887-KEHOC Telephone: 206-919-0850 Page Number: 1 E-mail:jtaylor@veca.com Client Address: Bayley Construction Contact: Brian Nilsson 8005 SE 28th St. Mercer Island,WA 98040 USA Contact: Brian Nilsson Work Description CO reflects costs associated with the Lighting Package submittal comments that were received from the design team on 6/12/24. A revised resubmittal was posted on 6/28/24 that addresses all comments. The pricing captures all changes noted in the 1st iteration submittal review comments, but does not capture Delta 7 changes; a separate CO will be issued that captures the Delta 7 changes. We reserve the right to correct this quote for errors and omissions. Itemized Breakdown Summary LIGHTING FIXTURES 8,790.00 Material Total 8,790.00 Overhead (@ 10.000 %) 879.00 Markup (@ 5.000 %) 483.45 Subtotal 10,152.45 Final Amount $10,152.45 CONTRACTOR CERTIFICATION Name: Date: Signature: I hereby certify that this quotation is complete and accurate based on the information provided. CHANGE_NOTICF Date:Client Address: 6/28/2024 Project Name: JT-628887-KEHOC VECA Electric And Technolonips LLC Project Number: JT-628887-KEHOC 5614 7th Ave S,_-.. _ 'Bayley Construction Seattle, WA 98108 8005 SE 28th St. Page Number: 2 Mercer Island,WA 98040 CLIENT ACCEPTANCE CCN # 7 Final Amount: $10,152.45 Name: Date: Signature: Change Order#: I hereby accept this quotation and authorize the contractor to complete the above described work. AYLEY Bayley Construction,LP Project:24057-Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #137 - Custom Color for Light Fixtures P1, P1 E, P12, P12E, P14E Origin: Date Created: 8/15/2024 Created By: Nils Brian Nilsson Status: Open Scope: In Scope Type: Owner Change Change Reason: Client Request Description: Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. 26-100-000.S VECA ELECTRIC& Is 1.0 $14,483.70 $14,483.70 $14,483.70 1.0 $14,483.70 $14,483.70 $14,483.70 $0.00 Electrical.Commitments- TECHNOLOGIES,LLC Subcontracts 24057-4004 Description: Custom Color far Light Fixtures P1,P1 E,P12,P12E,P14E 00-000-000.PO Is 1.0 $2,173.00 $2,173.00 $2,173.00 1.0 $2,173.00 $2,173.00 $2,173.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractor Fee(15%) Grand Totals $16,656.70 $0.00 $16,656.70 $16,656.70 $0.00 $0.00 $0.00 $16,656.70 $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:8/15/2024 at 09:OOAM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 137 Project No.24507 Doc#: Work Description:Custom Color for Light Fixtures P1,P1 E,P12,P12E,P14E Date: 8/6/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs Veca-Custom Color for P1,P1E,P12,P12E,P14E 1 LS $ $ $ 14,483.70 $ 14,484 $ 14,484 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 0 $ $ $ $ 14,484 Clarification.Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 14,484 Excludes WSST General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 15.00% $ 2,173 GRAND TOTAL $ 16,657 Time Request: We have proceeded on this change proposal on Owner's verbal direction/RFI response We will proceed with this change proposal when a copy,signed by an authorized representative,is received by F T] Bayley Construction. To prevent delays and further impacts please approve by: 8/15/2024 Owner's Representative Date Bayley Construction Date VVECA ELECTRIC&COMMUNICATIONS CHANGE NOTICE CCN# 12 VECA Electric And Technologies LLC Date: 8/6/2024 5614 7th Ave S Project Name: JT-628887-KEHOC Seattle, WA 98108 Project Number: JT-628887-KEHOC Telephone: 206-919-0850 Page Number: 1 E-mail:jtaylor@veca.com Client Address: Bayley Construction Contact: Brian Nilsson 8005 SE 28th St. Mercer Island,WA 98040 USA Contact: Brian Nilsson Work Description CO reflects costs associated with the custom color selection (Silver)for all P1/P1 E/P12/P12E/P14E fixture types. This CO is in reference to the Lighting Submittal that was approved as noted. We reserve the right to correct this quote for errors and omissions. Itemized Breakdown Summary LIGHTING FIXTURES 12,540.00 Material Total 12,540.00 Overhead (@ 10.000 %) 1,254.00 Markup (@ 5.000 %) 689.70 Subtotal 14,483.70 Final Amount $14,483.70 CONTRACTOR CERTIFICATION Name: Date: Signature: I hereby certify that this quotation is complete and accurate based on the information provided. CHANGE_NOTICF DEN#Client Address: Date: 8/8/6/2024 Project Name: JT-628887-KEHOC VECA Electric And Technolonips LLC Project Number: JT-628887-KEHOC 5614 7th Ave S,_-.. _ 'Bayley Construction Seattle, WA 98108 8005 SE 28th St. Page Number: 2 Mercer Island,WA 98040 CLIENT ACCEPTANCE CCN # 12 Final Amount: $14,483.70 Name: Date: Signature: Change Order#: I hereby accept this quotation and authorize the contractor to complete the above described work. Signature: � �% j Signature: Kent Park s,zoz' Email: nharper@kentwa.gov Email: parkscontracts@kentwa.gov Signature: ���� Signature: Kim Komafo Brian Levenhagen(Sep 5,2024 3:18 PDT) Kim Komoto(Sep 5,202415:49 PDT) Email: bj[evenhagen@kentwa.gov Email: cityclerk@kentwa.gov FAC23-09C-KEHOC Warehouse and Office Building - C05 Final Audit Report 2024-09-05 Created: 2024-09-03 By: Leah Bryant(Ibryant@kentwa.gov) Status: Signed Transaction ID: CBJCHBCAABAAgdN7DaF61K4g9YmO67nMALPVfhxr7R-W "FAC23-09C-KEHOC Warehouse and Office Building - COY H istory Document created by Leah Bryant(Ibryant@kentwa.gov) 2024-09-03-6:48:42 PM GMT Document emailed to nharper@kentwa.gov for signature 2024-09-03-7:12:35 PM GMT Email viewed by nharper@kentwa.gov 2024-09-04-4:09:09 PM GMT &Q Signer nharper@kentwa.gov entered name at signing as Nathen C. Harper 2024-09-04-4:14:03 PM GMT dp Document e-signed by Nathen C. Harper(nharper@kentwa.gov) Signature Date:2024-09-04-4:14:05 PM GMT-Time Source:server Document emailed to Robert Bowell (bbowell@boyceconstruct.com)for signature 2024-09-04-4:14:14 PM GMT Leah Bryant (Ibryant@kentwa.gov) replaced signer Robert Bowell (bbowell@boyceconstruct.com)with Steve Grasso (steveg@bayley.net) 2024-09-05-5:20:54 PM GMT Document emailed to Steve Grasso (steveg@bayley.net)for signature 2024-09-05-5:20:54 PM GMT Email viewed by Steve Grasso (steveg@bayley.net) 2024-09-05-5:58:55 PM GMT Powered by Adobe �� KENT Acrobat Sign �p Signer Steve Grasso (steveg@bayley.net) entered name at signing as Stephen Grasso 2024-09-05-5:59:33 PM GMT dp Document e-signed by Stephen Grasso (steveg@bayley.net) Signature Date:2024-09-05-5:59:38 PM GMT-Time Source:server C'► Document emailed to Kent Parks (parkscontracts@kentwa.gov) for signature 2024-09-05-5:59:42 PM GMT Email viewed by Kent Parks (parkscontracts@kentwa.gov) 2024-09-05-6:23:18 PM GMT dg Document e-signed by Kent Parks (parkscontracts@kentwa.gov) Signature Date:2024-09-05-6:24:16 PM GMT-Time Source:server Document emailed to bjlevenhagen@kentwa.gov for signature 2024-09-05-6:24:26 PM GMT Email viewed by bjlevenhagen@kentwa.gov 2024-09-05-8:17:54 PM GMT Signer bjlevenhagen@kentwa.gov entered name at signing as Brian Levenhagen 2024-09-05-8:18:32 PM GMT Document e-signed by Brian Levenhagen (bjlevenhagen@kentwa.gov) Signature Date:2024-09-05-8:18:34 PM GMT-Time Source:server Document emailed to Julie Parascondola (jparascondola@kentwa.gov) for signature 2024-09-05-8:18:42 PM GMT Email viewed by Julie Parascondola Qparascondola@kentwa.gov) 2024-09-05-9:26:10 PM GMT da Document e-signed by Julie Parascondola Qparascondola@kentwa.gov) Signature Date:2024-09-05-9:26:55 PM GMT-Time Source:server Document emailed to Kim Komoto (kkomoto@kentwa.gov)for signature 2024-09-05-9:27:07 PM GMT Email viewed by Kim Komoto (kkomoto@kentwa.gov) 2024-09-05-9:33:53 PM GMT dp Document e-signed by Kim Komoto (kkomoto@kentwa.gov) Signature Date:2024-09-05-10:29:55 PM GMT-Time Source:server P4 Document emailed to cityclerk@kentwa.gov for signature 2024-09-05-10:30:03 PM GMT Powered by Adobe �� KENT Acrobat Sign Email viewed by cityclerk@kentwa.gov 2024-09-05-10:48:57 PM GMT dp Signer cityclerk@kentwa.gov entered name at signing as Kim Komoto 2024-09-05-10:49:29 PM GMT Document e-signed by Kim Komoto (cityclerk@kentwa.gov) Signature Date:2024-09-05- 10:49:31 PM GMT-Time Source:server Agreement completed. 2024-09-05-10:49:31 PM GMT Powered by Adobe ��KENT Acrobat Sign