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Permit City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT IPII _ " Request Permit Action TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: CITY OF TIGARD V 1 0 Building Division Services Supervisor /01qA3 13125 SW Hall Blvd.,Tigard,OR 97223 Phone: 503.718.2430 Fax: 503.598.1960 www.tigard-or.gov FROM: ❑ Owner ❑ Applicant El Contractor ity Staff (check one) REFUND OR Name: INVOICE TO: (Business or Individual) Mailing Address: City/State/Zip: Phone No.: PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED (1): CANCEL/VOID PERMIT APPLICATION. ❑ REFUND PERMIT FEES (attach copy of original receipt and provide explanation below). ❑ INVOICE FOR FEES DUE (attach case fee schedule and provide explanation below). ❑ REMOVE/REPLACE CONTRACTOR ON PERMIT (do not cancel permit). Permit #: oli(a011 -V O Site Address or Parcel #: q571 I,JWI1,JV/y'fpm)) Sqc,i,r-e Rel. Project Name: CYJ, s JnfC- Subdivision Name: Lot #: — EXPLANATION: % n rv-e t t C /V ce /L d 1" per— fvvN Pefe-r alV tti ,71,1 4 Y-P1 ct ssdc;eck-s, Signature: 47.50. ----Date: l)-/ j0//3 Print Name: r e A i.r 4 3 j 7ya - Refund Policy 1. The Director or Building Official may authorize the refund of: a) any fee which was erroneously paid or collected. b) not more than 80%of the land use application fee when an application is withdrawn or canceled before any review effort has been expended. c) not more than 80%of the land use application fee for issued permits. d) not more than 80%of the building plan review fee when an application is canceled before any plan review effort has been expended. e) not more than 80%of the building permit fee for issued permits prior to any inspection requests. 2. Refunds will be returned to the original Payer in the same method in which payment was received. Please allow 2-4 weeks for processing refunds. FOR OFFICE USE ONLY Rte to Sys Admin: Date aJO I By 4 •T Rte to Bldg Admin: Date !' /9 /3 B 4!24 Refund Processed: Date A/ ff By. d'• Invoice Processed: Date By Permit Canceled: Date i,a//9//3 By i - Parcel Tag Added: Date By Receipt# Date Method Amount$ I:\Building\Forms\RegPermitAction.doc Rev 05/25/2012 114 � City of Tigard • COMMUNITY DEVELOPMENT Building Division 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TIGARD INVOICE TO: L&M Associates Customer ID: C13-0003 Attn: Ann Peterson Invoice No.: INV2013-00007 10907 Valley View Road Invoice Date: 12/19/2013 Eden Prairie, MN 55344 Date Due: Upon Receipt Case No. Site Address Subdivision-Lot#or Project Name Amount Due BUP2012-00122 9571 SW Washington Sq Rd Crocs Inc $294.00 Note: Per email dated 12/10/13 project cancelled per Ann Peterson. Plan review was completed prior to cancellation therefore all plan review fees are due. Invoice Total: $294.00 ® Please see attached fee schedule for description of fees due. (Detach and return this portion with payment.) Case No.: BUP2012-00122 Customer ID: C13-0003 Site Address: 9571 SW Washington Square Rd Invoice No.: INV2013-00007 Project: Crocs Inc Invoice Date: 12/19/2013 Date Due: Upon Receipt Invoice Total: $294.00 Amount Paid: $ Office Note: Please forward copy of receipt to Dianna Howse for file. Please mail payment to: City of Tigard,Building Division Attn: Dianna Howse 13125 SW Hall Blvd. Tigard, OR 97223 I:\Building\Accounting\Invoice.doc 01/14/2011 Building Permit Application 1 0 `;,z /y i 3 Co I ►ercial REC E FOR OFFICE USE ONLY • City W Hall Tigard OR 97223 JUN 1 2 2012 D 6 / /� O. Permit No.. j deg�l�� (k -2 Phone: 503.718.2439 Fax: 503.598.1960 Plan Review �42�� Other Permit: �`YY'' Date/B : i A T l n h D Inspection Line: 503.639.4175 CITY OF TIGARD Date ReadyBy: / Juris: Bl See Page 2 for Internet: www.tigard-or.gov BUILDING DIVISION Notified/Method:GC/1772 Supplemental Information „.;tom _ �ci a..of th Work-..: nne Ay `t> Permit fees*are based on the value of the work ormed. ❑New construction ❑Demolition P� Indicate the value(rounded to the nearest dollar)of all a` ®Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the ,� 'r;,F i-- i r � work indicated on this application. ❑ I.and 2-family dwelling ®Commercial/industrial Valuation_ $ ❑Accessory building ❑Multi-family Number of bedrooms: ❑Master builder ❑Other: Number of bathrooms: (NA ° i- Total number of floors: 6 Job site address: WASHINGTON SQUARE ROAD New dwelling area: square feet 1 Q. City/State/ZIP:TIGARD,OR 97223 Garage/carport area: square feet k6,.CO Suite/bldg./apt.no.:B05 Project name:CROCS INC Covered porch area: square feet 1 ' Cross Cross street/directions to job site: Deck area: square feet t 3 Other structure area: square feet ISubdivision: Lot no.: Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all t Tax map/parcel no equipment,materials,labor,overhead,and the profit for the M ; t yef, i l t t q work indicated on this pplication. d REOMDEL OF RETAIL SPACE INCLUDING:INSTALLING NEW STOREFRONT, Valuation: $$200,000.00 ,^ MOPSINK,TOILET ROOM,FLOORING,STORAGE ROOM TRADE FIXTURES, Existing building area: square feet b\1 l LIGHTING,AND CEILING New building area: 2278 square feet . '4'4-',-4...-.= the �� . s t Number of stories: 1 F Name:CROCS INC Type of construction: II-N 0 Address:7477 DRY CREEK PARKWAY _ Occupancy groups: City/State/ZIP:NIWOT,CO 80503 Existing: M , ,4. Phone:(858)735-4609 Fax:( ) New: M&S-1 Business name:L&M ASSOCIATES — Structural plan review fee(or deposit): Contact name:ANGIE WILSON FLS plan review fee(if applicable): Address:10907 VALLEY VIEW ROAD Q 4 t Total fees due upon application: City/State/ZIP:EDEN PRAIRIE,MN 55344 l y Amount received: Phone:(952)824185 Fax::(952)944-7585 � E-mail:WILSON®L-M.COM ,._. �. � Commercial and residential prescriptive installation of ,, ..' roof-top mounted Photovoltaic Solar Panel System. Business name:TBD Submit two(2)sets of roof plan with connection details and fire department access,along with the 2010 Oregon •- Address: Solar Installation Specialty Code checklist. C ty/$tate/ZIP: Permit fee(includes plan review $180.00 and administrative fees): Phone:( ) Fax:( ) State surcharge(12%of permit fee): $21.60 CC3'lic.: Total fee due upon application: $201.60 Authorized signature: This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name:DONALD W. AUKKA Date: Dim 2o'. * Fee methodology set by Tri-County Building Industry :. Service Board. I:\Building\Pennits\BUP-COM PermitApp.doc 02/24/2011 440-4613T(11/02/COM/WEB) 111 CITY OF TIGARD FEE AND PAYMENT HISTORY i y . 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 TIGARD MST2012-00092 - 13842 SW FERNRIDGE TER, TIGARD, OR 97223 Revenue Payment Fee Description Account Number Fee Amount Invoiced Paid Date Paid Method Receipt# Due Plan Review 230-0000-43106 $316.56 $316.56 $316.56 5/4/12 Check 186590 $0.00 Plan Review 230-0000-43106 $35.81 $35.81 $35.81 Info Process/Archiving-Sm$0.50(up to 230-0000-43135 $14.50 $14.50 $14.50 11x17) Totals for Fees $366.87 $366.87 $316.56 $50.31 Receipt# Payment Method Check# Payor: Receipt Date Receipt Amount 186590 Check 407 Hamid Moghimian DDS 05/04/2012 $316.56 &Zahra Moghimian Total Payments: $316.56 Balance Due: $50.31 Branden Taggart From: Ann Peterson <peterson @I-m.com> Sent: Tuesday, December 10, 2013 5:17 AM To: Branden Taggart Subject: RE: Crocs Permit Branden, Angie is no longer with our firm. Also,this project was cancelled over a year ago. Thank you. Ann K. Peterson 1 Vice President phone: 952-828-8188 I email: peterson@l-m.com L&M Associates, Ltd. I Architectural Design & Planning 10907 Valley View Road I Eden Prairie, MN 55344 phone: 952-944-7576 I fax: 952-944-7585 I website:www.l-m.com CONFIDENTIALITY NOTICE: This email and any attachments are confidential and may also be privileged. If received in error, please do not read, disseminate copy or disclose the contents to anyone. Kindly notify the sender by return email and delete this email along with any attachments from your system. Thank you From: Branden Taggart [mailto:brandent@tigard-or.gov] Sent: Monday, December 09, 2013 6:36 PM To: Angie Wilson Subject: Crocs Permit Hello Angie, This email is regarding a permit for Crocs Inc. at Washington Square Mall. You had submitted a tenant improvement permit for them over a year ago. I am just following up on the permit. Do you plan on completing the work in the future? If you can let me know either way, I would appreciate it. Thanks, Branden Taggart IS • City of Tigard Permit Technician • lt£3PD Community Development 13125 SW Hall Blvd • Tigard, OR 97223 i (503)718-2449 i brandent©tigard-or.gov i DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail 1 1 F.CEIVED DONALD W. LAUKKA 12 2412 ARCHITECT �� -TA( `L'2' : ' '7576 LAKEVIEW BUSINESS CENTER 10907 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 ;s`; 44-7585 R A SMITTAL SENT VIA: 0 EMAIL 0 USPS DQ FED EX 0 MESSENGER 0 FED EX 2-DAY DATE: 06/11/12 PROJ NO: 31.US066 TO: City of Tigard PROJECT: Crocs Inc 13125 SW Hall Blvd Tigard, OR 97223 LOCATION: Washington Square ATTN: Debbie Adamski ADDRESS: 9585 SW Washington Square Road _ TELE: 503-718-2439 Tigard, OR97223 FAX: 503-598-1960 EMAIL: REFERENCE: COPY: ENCLOSED QTY ITEM(S) DESCRIPTION Reproducibles 3 Sets Construction Documents x Prints / Copies 1 Check for $1795.45 to Tigard Building Department Contracts 1 Set Structural calculations for storefront Samples 1 Building Permit Application Specifications 3 Sets Lighting Compliance Forms Shop Drawings Electronic Media Photos Other FOR: Your Review 0 As Requested 0 Distribution 0 Your Signature / Approval 0 Return 0 Reviewed • 0 Your Use 0 Revise 0 Other COMMENTS: i SIGNED: Angie Wilson DIRECT: 952-828-8185 ." EMAIL: wilson @I-m.com ARCHITECTURAL DESIGN & PLANNING NNC-34E___ / r7-- June 18, 2012 II! RE: TENANT IMPROVEMENT Project Information Building Permit: BUP2012-00122 Construction Type: 2-B Address: 9571 SW Washington Sq. Occupancy Type: M Area: 2278 Sq. Ft. Stories: 1 Name: Crocs Sprinklers: Yes The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2010 edition; 2010 Oregon Fire Code. Please respond to conditions below. 1) Construction requirements for suspended ceiling systems are found in the Oregon Building Codes Division website under Statewide Code Interpretations dated 4/20/2007. (see interpretations{structural} at www.bcd.oregon.gov) 2) Provide calculations and construction details (including seismic bracing details for non full height partitions) for all walls. Note: The roof structure may be approximately 30' above the finished floor. OSSC 106.1 3) Please provide calculations and construction details for the soffits and storefront construction. Every structure, and portion thereof, including non structural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with ASCE 7 as modified by Section 1613.7. The seismic design category for a structure is permitted to be determined in accordance with Section 1613 or ASCE 7. OSSC 1613.1 4) Please submit plans and calculations for steel storage racks that comply with the design requirements of ASCE7 (15.5.3). When responding, provide an itemized letter stating in what way each numbered issue has been addressed in the revision. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, Dan Nelson Senior Plans Examiner (503) 718-2436 dann @tigard-or.gov @a0e5 - 9s7/ 640 10 faro&) 56Z, Building Division Development Code Provision Review T i c'n K° Commercial Project - No Associated Land Use Case Building Permit No: ---- ‘4-19 424 / -Oo ❑ Expedited Review Plan Submittal Date: Co(0-// To the Applicant: ➢ If the proposed use is not permitted within the zone,please contact the Building Division to cancel the permit application. Building Permit Technicians (503) 718-2439. )0. If a land use is required and for all other questions, please contact the staff person listed above the Planning Review section. Staff: please check items along left only if approved. Planning Review (contact Un44 / at 503-718- ?4,2? or @tigard-or.gov) ❑ Zoning _ M(/ Permitted Use Yes [Y No ❑ ❑ Land Use Required: Yes ❑ No W' (explain below) Notes: .14 Gha,n a ✓1 (1St t''C'4' /'4Ye 4Y Approved ❑ Not Approved Date: "/y l-� Permit Coordinator Review (contact Albert Shields at 503-718-2426 or albert@tigard-or.gov) Notes: Routed back to Building Division Date: L\CURPLN RECEIVED WM JUN 1 2 2012 r Consulting Engineers CITYOFTIGARD BUILDING DIVISION June 7, 2012 Ms. Angie Wilson L&M Associates, Ltd. 10907 Valley View Road Eden Prairie, MN 55344-3730 RE: Crocs Inc. Washington Square Mall Tigard, OR Dear Angie: Attached please find calculation sheets S1 through S3, dated June 7, 2012, which verify the structural adequacy of the support for the new storefront and soffit at the Crocs Inc. store located at the Washington Square Mall in Tigard, Oregon. Design is based on the requirements of the 2010 Oregon Structural Specialty Code, which is based on the 2009 International Building Code. If you have any questions or need further information, please call me. Sinc ely, L . 11* Donald E. Stack DES/bd • Attachments ,QED P ROf r, .1 5 1.'P t r-'''''• : i OR...E'VON a. M0V4 ■ FYnTRW.S: 1213i/12 212823-calc-6-8-12.docx] 111 SW Filth Avenue, Suite 2500 Portland, Oregon 97204-3628 (503) 227-3251 Fax (503) 227-7980 Seattle Tacoma Portland Eugene San Francisco Sacramento Los Angeles Irvine San Diego Phoenix Denver St. Louis New York 1 `4 Project` ptocs t I /J L MALL, By �.�, I Sheet No. figli Location ./ . v Q LI( R L �{ 4t( , (G 4f 10 Q Date 6-�7J-I J Consulting Engineers C�)l" A 1{- � p, y�. Client ntwit,%) YJ, ..�LU)CF�L Revised J D Porliond.Oregon t Date .Ural 1 2 2012 - A --676.0 Aced ati pd 6 &J13 JssG �rc- , t 4 i t kOS . SoBgQ ,tr_.s~ r 'IOI~7 • 1S 5uePOQrt ray f 2 , �Idt' Ir . 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' ( �l� � / =ICI 5 faced 0.6135 ;B: 5 1 fl/ s,>4 Ll 5 622(+Iace] 0.6358 s'-i ds S22[facel 53997 1;; T 23J 59369 iii 222 0.3616 ; roKE, To ( i RA-c l( in 1.4552 : 22 1.071{ Ti I a. OK I Ili! `f71�/A+vct}�0 ;€ ioi:_ ll; ' • Project CC!}CS By C:,n A Z7 W/ Sheet No. EMI �3 Consulting Engineers LocatIc."Lik 4QC /fl L ITC4Q16'°Q. Dote ,6;?qa Client Dor,, W. LA(A i t Revised Job No. Portland,Oregon S Date . RECEIVED 64- TRItk JUN 12 2012 CITYOFTTGARD +441 I T �r BUILDING DIVISION If C4 Oakifg 14 - _ 11,c -rla► tb _ _ j - 101 W/sew ;,J;;;/21iV6.0 i 6 ' r+/ 6 --1./ 4./?! - 013+ 0,3; 0.Y5 © / -26s q )00 1ivte =rio ) < 1,0 Sit --y 513G-rbyv ry �f �r+� �? F - /,ie L f5 g x hf/'`a - , 3 PtF (4i_i teaC.` 411T1 '4 4) l 16" 0.C. 30ty 6y v - E5R aa69 4 L&M ASSOCIATES LTD PHONE 952-944-7576 FAX 952-944-7585 LAKEVIEW BUSINESS CENTER 10907 VALLEY VIEW ROAD EDEN PRAIRIE, MINNESOTA 55344 June 20, 2012 City of Tigard Building Department 13125 SW Hall Boulevard Reference: Crocs, Inc. Washington Square 9585 SW Washington Square Road Tigard, OR 97223 Plan review comments responses to BUP2012-00122 Please be advised that I am the Architect of Record for the above referenced project and am hereby responding to you review comments. The required changes have been addressed and correspond to your comments as follows and as revision #1 on our revised drawings. Review 1. Construction requirements for suspended ceiling systems are found in the Oregon Building Codes Division website under Statewide Code Interpretations dated 4/20/2007. (see interpretations{structural} at www.bcd.oregon.gov) Please show design of seismic struts for suspended ceiling with 28 ft. roof height. Response: Notes for the suspended ceiling have been added to the Reflected Ceiling Plan on sheet A1.2 and details A3, C2, C3, C4, and D3 to sheet A3.1. Please see attached drawings for the revisions. Kindly, call or email if you have any questions or concerns. direct dial: 952-828-8182 email: donaldlaukka @I-m.com L ASSOCIATES, LTD. �\y,‘t,REDARCy** v1/4.10/ DONALD W. �'.+► LAUKKA EDEN PRAIRIE,MN Donald W. Laukka, AIA u j. NO 4779 OZ Architect of Record 4/h, C, OF CAL .4p Enclosure: City comments Revised set of drawings CC: Lyn Hudson ARCHITECTURAL DESIGN & PLANNING 1� COMcheck Software Version 3.9.0 Interior Lighting Compliance V Certificate 6C, 2 2p11 ,,6N Oregon Energy Efficiency Specialty Code °TtGVI\ p11 Section 1 : Project Information VAIPV Project Type: New Construction Project Title : Crocs Construction Site: Owner/Agent: Designer/Contractor: 9585 SW WASHINGTON SQUARE ROAD Crocs Jay Rohkohl WASHINGTON SQUARE Tigard,OR Dunham Associates TIGARD,OR 97223 50 South Sixth St. Suite 1100 Minneapolis, MN 55402 (612)465-7550 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Retail:Sales Area(Ceiling Height 10 ft.) 1544 1.5 2316 Allowance: Furniture,clothing,cosmetics highlighting/Fix. ID:T1,T2,T3 1072(a) 1.4 1501(b) Common Space Types:Active Storage(Ceiling Height 12 ft.) 450 0.66 297 Common Space Types:Restrooms(Ceiling Height 8 ft.) 46 0.82 38 Common Space Types:Corridor/Transition(Ceiling Height 10 ft.) 106 0.41 43 Total Allowed Watts= 4195 (a)Area claimed must not exceed the illuminated area permitted for this allowance type. (b) Allowance is(B x C)or the actual wattage of the fixtures given in Section 2,whichever is less. (e) Additional controls/switching allowances are based on number of fixtures or wattage controlled,not floor area of allowance. Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Retail:Sales Area(1544 sq.ft.) Compact Fluorescent 1:A,AE:8"Recessed CFL/Other/Electronic 2 24 53 1272 Compact Fluorescent 2:C:4"Recessed CFL/Other/Electronic 1 4 7 28 HID 1:D:Recessed Adjustable/Ceramic Metal Halide 20W/Standard 2 3 45 135 Track lighting 1:T1,T2,T3:Track Wattage based on current limiting device capacity 0 0 0 1680 Common Space Types:Active Storage(450 sq.ft.) Linear Fluorescent 2:R2:Suspended Fluor./48"T8 32W/Electronic 2 12 64 768 Common Space Types:Restrooms(46 sq.ft.) Linear Fluorescent 1: R3:Wall Fluor./Other/Electronic 2 1 48 48 Common Space Types:Corridor/Transition;(106 NA.) Linear Fluorescent 2:R2:Suspended Fluor./48"T8 32W/Electronic 2 3 64 192 Total Proposed Watts= 4123 Section 4: Requirements Checklist In the following requirements, the relevant code section reference is shown in[]. '+'denotes that more details exist in the specified code section. Checkboxes identify requirements that the applicant has not acknowledged as being met. Check marked requirements identify those the applicant acknowledges are met or excepted from compliance. 'Plans reference page/section'identifies where in the plans/specs the requirement can be verified as being satisfied. Project Title: Crocs Report date: 06/06/12 Data filename: P:\2013\0413866-003-00 Tigard,OR\03-Electrical\20120604-Tigard,OR-.cck Page 1 of Lighting Wattage: ❑ 1. [505.1 +]Total proposed watts must be less than or equal to total allowed watts. Allowed Wattage:4195 Proposed Wattage:4123 P Complies:YES Mandatory Requirements: ❑ 2. [505.4]Exit signs. Internally illuminated exit signs shall not exceed 5 watts per side. Plans reference page/section: ❑ 3. [505.2.2.3+1 Daylight zone control.All daylight zones are provided with individual controls that control the lights independent of general area lighting in the non-daylight zone. In all individual daylight zones larger than 350 sq.ft.,automatic daylight controls is provided. Automatic daylight sensing controls reduce the light output of the controlled luminaires at least 50 percent,and provide an automatic OFF control,while maintaining a uniform level of illumination.Contiguous daylight zones adjacent to vertical fenestration may be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e., north,east,south,west). Daylight zones under skylights shall be controlled separately from daylight zones adjacent to vertical fenestration. Exception(s): ❑ Retail spaces adjacent to vertical glazing(retail spaces under overhead glazing are not exempt). ❑ Display,exhibition and specialty lighting ❑ HID lamps 150 watts or less. ❑ Spaces required to have occupancy sensors. Plans reference page/section: ❑ 4. [505.2.1 +]Interior lighting controls.At least one local shutoff lighting control has been provided for every 2,000 square feet of lit floor area and each area enclosed by walls or floor-to-ceiling partitions.The required controls are located within the area served by the controls or are a remote switch that identifies the lights served and indicates their status. Exception(s): ❑ Lighting systems serving areas designated as security or emergency areas that must be continuously lighted. ❑ Lighting in public areas such as concourses,stairways or corridors that are elements of the means of egress with switches that are accessible only to authorized personnel. ❑ Lighting for warehouses,parking garages or spaces using less than 0.5 watts per square foot. ❑ Lighting for contiguous,single-tenant retail spaces. Plans reference page/section: ❑ 5. [505.2.3+]Sleeping unit controls. Master switch at entry to hotel/motel guest room. Plans reference page/section: ❑ 6. [505.2.1.1] Egress lighting. Egress illumination is controlled by a combination of listed emergency relay and occupancy sensors to shut off during periods that the building space served by the means of egress is unoccupied. Exception(s): ❑ Building exits as defined in Section 1002 of the Oregon Structural Specialty Code. Plans reference page/section: ❑ 7. [505.2.2+1 Additional controls. Each area that is required to have a manual control shall have additional controls that meet the requirements of Sections 505.2.2.1 and 505.2.2.2. Plans reference page/section: ❑ 8. [505.2.2.1 +]Light reduction controls. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either 1)controlling(dimming or multi-level switching)all luminaires;or 2)dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps;or 3)switching the middle lamp luminaires independently of other lamps;or 4)switching each luminaire or each lamp. Exception(s): ❑ Only one luminaire in space. ❑ An occupant-sensing device controls the area. ❑ The area is a corridor,storeroom, restroom,public lobby or sleeping unit. ❑ Electrical and mechanical room. ❑ Areas that use less than 0.6 Watts/sq.ft. Plans reference page/section: Project Title: Crocs Report date: 06/06/12 Data filename: P:12013\0413866-003-00 Tigard, OR103-Electrical\20120604-Tigard,OR-.cck Page 2 of ❑ 9. [505.2.2.2]Buildings larger than 2,000 square feet are equipped with an automatic control device to shut off lighting in those areas.This automatic control device shall function on either: 1)a scheduled basis, using time-of-day,with an independent program schedule that controls the interior lighting in areas that do not exceed 10,000 square feet and are not more than one floor;or 2)an occupant sensor that shall turn lighting off within 30 minutes of an occupant leaving a space;or 3)a signal from another control or alarm system that indicates the area is unoccupied. Exception(s): ❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. Plans reference page/section: ❑ 10.[505.2.2]Occupancy sensors in rooms that include daylight zones are required to have Manual ON activation. Plans reference page/section: ❑ 11.1505.2.2]An occupant sensor control device is installed that automatically turns lighting off within 30 minutes of all occupants leaving a space. Exception(s): ❑ Classrooms and lecture halls. ❑ Conference, meeting and training rooms. ❑ Employee lunch and break rooms. ❑ Rooms used for document copying and printing. ❑ Office spaces up to 300 square feet. ❑ Restrooms. ❑ Dressing,fitting and locker rooms. Plans reference page/section: ❑ 12.[505.2.2]Additional controls.An occupant sensor control device that automatically turns lighting off within 30 minutes of all occupants leaving a space or a locally activated switch that automatically turns lighting off within 30 minutes of being activated is installed in all storage and supply rooms up to 1000 square feet. Plans reference page/section: ❑ 13.[505.2.2.2.1]Occupant override.Automatic lighting shutoff operating on a time-of-day scheduled basis incorporates an override switching device that: 1)is readily accessible,2)is located so that a person using the device can see the lights or the area controlled by that switch,or so that the area being lit is annunciated,3)is manually operated,4)allows the lighting to remain on for no more than 2 hours when an override is initiated,and 5)controls an area not exceeding 2,000 square feet. Exception(s): ❑ In malls and arcades,auditoriums,single-tenant retail spaces,industrial facilities and arenas,where captive-key override is utilized,override time is permitted to exceed 2 hours. ❑ In malls and arcades,auditoriums,single-tenant retail spaces,industrial facilities and arenas,the area controlled shall not exceed 20,000 square feet. Plans reference page/section: ❑ 14.[505.2.2.2.2]Holiday scheduling.Automatic lighting shutoff operating on a time-of-day scheduled basis has an automatic holiday scheduling feature that turns off all loads for at least 24 hours,then resumes the normally scheduled operation. Exception(s): ❑ Retail stores and associated malls, restaurants,grocery stores,places of religious worship,theaters and exterior lighting zones. ❑ Single zone electronic time control devices and self-contained wall box preset lighting controls. Plans reference page/section: ❑ 15.[505.2.4+1 Exterior lighting controls.Lighting not designated for dusk-to-dawn operation shall be controlled by either a combination of a photosensor and a time switch,or an astronomical time switch.Lighting designated for dusk-to-dawn operation shall be controlled by an astronomical time switch or photosensor. Plans reference page/section: _ ❑ 16.[505.3]Tandem wiring.The following luminaires located within the same area shall be tandem wired: 1. Fluorescent luminaires equipped with one,three or odd-numbered lamp configurations,that are recess-mounted within 10 feet center-to-center of each other. 2. Fluorescent luminaires equipped with one,three or any odd-numbered lamp configuration,that are pendant-or surface-mounted within 1 foot edge-to-edge of each other. Exception(s): ❑ Where electronic high-frequency ballasts are used. ❑ Luminaires on emergency circuits. Project Title: Crocs Report date: 06/06/12 Data filename: P:\2013\0413866-003-00 Tigard, OR\03-Electrical\20120604-Tigard,OR-.cck Page 3 of U Luminaires with no available pair in the same area. Plans reference page/section: 17. [505.5.1 +]Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. Plans reference page/section: 18.[505.7+]Each dwelling unit in a building is metered separately. Plans reference page/section: Interior Lighting PASSES:Design 2%better than code. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the Oregon Energy Efficiency Specialty Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. .a�fohh/ 417/2-Name-Title / Signature Date P R oFsss �GiNF /o �¢ Z cc 84681 PE r OREGON / �0qRY 1�,2 4) ROH(O EXPIRES: / 2/3/ / 2 Project Title: Crocs Report date: 06/06/12 Data filename: P:\201310413866-003-00 Tigard, 01:1103-Electrical\20120604-Tigard,OR-.cck Page 4 of LANDLORD TENANT CODE ANALYSIS PLAN SYMBOLS DRAINING INDEX REVISION LOG . WORK UNDER THIS LONTRAGT SMALL COMPLY WITH THE PROVISIONS OF THE ePEGIFIGATIONS. SHT DRAWING THE MACERICH COMPANY CROCS,INC. DRAWINGS.AND SHALL SATISFY APPLICABLE CODES.ORDINANCES.AND REGULATIONS OF LEASE LINE 0 DOOR NUMBER R - () 0 • 414 401 WILSHIRE BLVD„SUITE/00 /499 DRY CREEK PKWY GOVERNING BODIES INVOLVED. ANY MODIFICATION TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL B ARGHITEGTURAL E AT THE EXPENSE OF SG.PERMITS AND LICENSES NECESSARY FOR ISSUED A r i CONTACT:AARON PRATT NIWOT,CO 80503 THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE EXISTING WALL ® FINISH TYPE 61.0 _COVER SHEET • 0 N GONTRAGTOR INVOLVED. _ PH:602-955-6950 NEW WALL 61.1 R 1 RESPONSIBILITY SCHEDULE . • • EMAIL:aaron.prattemacerich.com APPLICABLE CODES: AREA ROOM DESIGNATION 61.2 GENERAL NOTES • m BUILDING: 2010 OREGON STRUCTURAL SPECIALTY CODE <3) -- WALL TYPE G1.5 R 1 SCHEDULES • • PROJECT MANAGER G_1.4 R_1_ SCHEDULES • • T MEGHANIGAL: 2010-OREGON MECHANICAL SPECIALTY CODE 0'0"RFF GROCS RETAIL.INC. REFERENCE CEILING TYPE _AO.O R i DEMOLITION PLAN •• •• o+ __ --- ---_----- A 1.0 CODE COMPLIANCE PLAN • Q = LYN HUDSON PLUMBING: 20.1 1 OREGON PLUMBING SPECIALTY GODS - - -- - -- V o2 RETAIL DEVELOPMENT MANAGER O.o"APF A 1.1,R 1 ARGHITEGTURAL FLOOR PLAN • • Y : DATUM/ELEVATION ---- _ - -- PH:858.935.4609 ELECTRICAL: 201 1 OREGON ELECT RICAL SPECIALTY CODE REFERENCE A •1.21 R 1 REFLECTED CEILING PLAN__ • •• - _ W F.2 d A1.5 FIXTURE PLAN • J 5 u Ihudsonecrocs,com Z.' FIRE/LIFE SAFETY:201 O OREGON FIRE CODE /NFPA XO GRID LINE A 141PINISM PLAN _ • �? _ __ A 1.5 R 1 STOREFRONT PLANS AND DETAILS • • V u E'J ARCHITECT GENERAL CONTRACTOR ENERGY_ __ 2010 OREGON ENERGY EFFICIENCY SPECIALTY GODS _. a w'o A2 O R 1 STOREFRONT ELEVATION • • a I.::i t 03' LIM ASSOCIATES,LTD. TED ACCESSIBILITY: 2010 OREGON STRUCTURAL SPECIALTY CODE- A A2.1 1 R 1 STOREFRONT SECTIONS _ • • Q= z ,,E ELEVATION REPERENGE ----1----- --- • Z U�i 10901 VALLEY VIEW ROAD G A2.2 INTERIOR ELEVATIONS/SECTIONS GHAT R 1 1(ANSI)__.. `� 0 G w E 3 EDEN PRAIRIE,MN 55344 SEISMIC ZONE: _ - D A2.5 INTERIOR ELEVATIONS/SECTIONS • Q 2 0 PH:452.444.1516 BUILDING DATA: A5.0 R 1 DETAILS • • FAX:952.944.1585 TYPE OF CONSTRUCTION: II_N' t i SECTION REFERENCE A5.1 R1 DETAILS • • W DONALD .LAUKKA,AIA FIRE SUP/I./CESSION: c ESSION: _SPRINKLER SYSTEM THROUGHOUT ;• OCCUPANCY GROUP: M i 5-1 i LIGHTING VENDOR FLOORING VENDOR OCCUPANCY SEPARATION; NO SEPARATION REQp PER TABLE 508.4 gni DETAIL REPERENGE VILLA LIGHTING SONUS INTERIORS,INC. TENANT SEPARATIONS; _ __ _ NONE ACQUIRED- V.:-EGRESS REQUIREMENTS: _. _-.._ _._.___ --_ . 2929 CMOUTEAU AVENUE 2440 PERNBROOK LANE NORTH MAX.ALLOWABLE NON-EMPLOYEE EXIT TRAVEL DISTANCE: 95 FT__ ST.LOUIS,MO 63103 SUITE 200 ACTUAL TRAVEL DISTANCE TO AN EXIT,DISTANCE 49 FT ill _i Fri _rTOTAL ARCHITECTURAL SHEETS 13 11 - '' CONTACT:CHRIS ROJ R EWSKI PLYMOUTH,MN 55449 ACTUAL TRAVEL DISTANCE TO AN EXIT,DISTANCE 2: 36 FT_- H DETAIL REFERENCE I J MECHANICAL PH:314.653.0412 CONTACT:MARGIE GILMER EXITS REQUIRED: 2 FAX:5 1 4.55 1.8120 PH:163.398.6508 EXITS PROVIDED; 2 ABBREVIATIONS M 1.0 MVAC PLAN • EMAIL:chris.ro jewskievillalighting.com A ACOUSTICAL CEILING TILE ID INSIDE DIMENSION M2.0 MECHANICAL SPECIFICATIONS • PLUMBING SYSTEMS: APF ABOVE FINISHED FLOOR ILLUM ILLUMINATED SIGN MANUFACTURER SPEAKER VENDOR TOILET ROOMS REQUIRED: 1 ACCESSIBLE EMPLOYEE TOILET ROOM ADJ ADJUSTABLE INT INTERIOR POBLOGKI SIGN COMPANY,LLG PLAYNETWORK PUBLIC TOILET ROOM FACILITIES ARE WITHIN 240 FT OF STOREFRONT. DRINKING FOUNTAIN REQUIREMENTS: 1 BOTTLED WATER GO OLER. BA,. BY OTHERS INST INSTRUCTIONS PLUMBING 922 S.10TH STREET CONTACT:CHRIS FIELD PROVIDED B/O BOTTOM OF LL LANDLORD P 1.0 R 1 PLUMBING PLAN t SPECIFICATIONS • •. WEST ALLIS,WI 53214 PH:425.629.2/94 SERVICE SINK: 1 MOP SINK PROVIDED C/O CENTER OF LVL LAMINATED VENEER - - - CONTACT:STEPHEN J.KNAGKERT EMAIL:a fieldeplaynetwork.com USABLE AREA CALCULATIONS: GL CENTER LINE LUMBER - - - PH:414.453.4010 USABLE SAL AEA: 1413 SF ELECTRICAL C CEILING MANUF MANUFACTURE 1 EMAIL:sknackertopoblocki.com USABLENON_SALES AREA(STOREROOM) .___ USABLE TOT1912 439 SF CI-4'AL: SF GONG GONGRETE MAX MAXIMUM E1.0, LIGHTING PLAN • STORAGE SHELVING SPRINKLER CONTR. TOTAL CALCULATED LEASE ARCH: 225/sr= Z2.0 POWER FLAN • -- DIA DIAMETER MVP. MEDIUM-DENSITY PIPP MOBILE STORAGE "TOTAL LEASE AREA PER LOD ___ _ -_2�'I 8 SF ES.0 LOW VOLTAGE ELECTRICAL PLAN • _ n -- _ DIAL DIAGONAL FIBERBOARD - SYSTEMS,INC. E4.0 ELECTRICAL SPECIFICATIONS • _ CONTACT:ED SHERMAN OCCUPANT LOAD BASED ON AREA CALCULATION AND USE; DIET DISTANCE MECH MEGHANIGAL 6 SALES AREA OCCUPANTS(30 SQ.FT/OCCUPANT): 50.00CUPANTS DWG DRAWINGS MIN MINIMUM Y PH:616..155.4065 NON-SALES AREA OCCUPANTS(300 5Q.FT/OCCUPANT) 2 OCCUPANTS _ o z EMAIL:eshermanepippmobile.com TOTAL OCCUPANTS PER USABLE AREA: 52 OCCUPANTS DTL DETAIL MISG MISCELLANEOUS TOTAL MEP SHEETS 1 1 i 0 v - E.G. ELECTRICAL MR MOISTURE RESISTANT a STRUCTURAL WASHINGTON SQUARE PROPRIETARY RIGHTS CONTRACTOR MTL. METAL STRUCTURAL ENGINEERING DESIGN t< ELEC ELECTRICAL N.I.C. NOT IN CONTRACT IS INCORPORATED INTO - __ a ■u NORTH These documents are an instrument Of professional EQ EQUAL PG9 PIECES ARGNITEGTUAL SET _ _ oo EX EXISTING PLYWD PLYWOOD - L m `•' e 1 services. The design ideas incorporated herein are the TOTAL CONSTRUCTION DOCUMENTS ISSUED 26 1 2 < > EXT EXTERIOR PNL PANEL if > " property of GroGS and are not to be used in whole.or in FIN FINISHED) QTR QuARreR REVISION SUMMARY n V �...• a d, ��' �� part for any other project without Grocs express written PLR FLOOR REV REVERSE _ REVISION DATE DESCRIPTION N 4F; ! • "'`, permission, These drawings have copyright protection as P.M. FIXTURE MANUFACTURER SF SQUARE FOOTAGE •.• i • b/20/1 2 CITY AND LANDLORD PLAN REVIEW , - -- "Architectural Work"under sec. 102 of copyright act 1/ FRP REINFORCED swT SHEET A\ COMMENTS o m ';t \ 1 ` 1 U.S.G.as amended December 1110. Protection includes FIBERGLASS PANEL SIM SIMILAR o /,+ : TREATED SQ SQUARE without limitation;overall form,composition,arrangement PRT FIRE RETARDANT SPEC SPECIFICATION(S) j z r and all design elements. Unauthorized use of these drawings FT FOOT STD STANDARD 0. , and specifications may result in severe monetary penalties ;• GA GAUGE TBD TO BE DETERMINED 0 u <<a I R I and seizure of property. GALV GALVANIZED T/0 TOP OF ° " i .N" "-- G.G. GENERAL CONTRACTOR VGT VINYL o0 ..a I GYP BD GYPSUM BOARD COMPOSITION TILE u Z �`;,f MM HOLLOW METAL VFY VERIFY rI_o V HVAG HATING/VNTILATION VIF VIY IN FIELD> __._.. �., F ID AIR CONITIONING W/ WITH , o z GROGS Z COPE OF WORK a o WASHINGTON SQUINTRIOR REMODL OF AN EXISTING RETAIL SPACE TO BRING TO LKE 503 crocs "NEW"CONDITION WHILE MCETING GROCS STANDARDS AND -' v o a REASONABLY COMPLYING WITH LANDLORD DESIGN CRITERIA m y v m INCLUDING: g'- rs ° - . - 8 •�, � INSTALLATION OF NEW STOREFRONT AND SIGNAGE o r PAINTING OF WALLS 2 i . F 1----1 • INSTALLATION OF NEW CEILING AND LIGHTING < wnwR t • INSTALLATION OP NEW CASH WRAP.BACK WRAP,AND TRADE a V 1100125 I - FIXTURES r ° a O ___1 F GROCS MODIFY EXISTING ELECTRICAL DISTRIBUTION p e r m 1 _ 7 z • MODIFY EXISTING MECHANICAL DISTRIBUTION Q n _ J r.0 1 r c1 535 SW WASHINGTON SQUARE ROAD • INSTALL NEW MOP SINK AND TOILET ROOM FIXTURES F z°m 0_ l I I 'T ,= I. 1 • INSTALL NEW FLOORING u '10-1.A - L L_ `�( l-I L� ''y' 1 :L_- ~ • INSTALLATION OF NEW STORAGE ROOM AND TOILET ROOM 0 r a m ,,� _ d SPACE B05 �� J p TIGARD, OR 9'12 2 3 DEFERRED SUBMITTALS A � �A_,_ -- _1 3 1.US066 IL ", L 1 1 h'IT WASHINGTON SQUARE THE FOLLOWING COMPONENTS/SYSTEMS SHALL BE SUBMITTED FOR o. } i PERMIT BY OTHERS: • G 1 .0 Illl II 1 jar _ • STORAGE SHELVING u _.. �I • SPRINKLER SYSTEM COVER Y • SIGNAGE m, SMELT I p,004ap4 • V 1 ...1nIQIGNOaSOa 1 000 40 41 '0 .— 6 .,..-..-,.o...,. ?) auto 0 • '64 �i1 - M O-, OO ion b1 die, . 211VZ104 NOISNIN4VN : 'w n V SGSI-'i'N-ZSGVZVi,ZGIG9ZG-ZGG OWN .�V �� 4CLLb WO'QLVV.L • `.■ n N 9 9 osn•L G 99SSL 01053NNW sammaa N303 f O ya 1010►v,Y'JINOW V1NV4 GOO OOV,VS • V OVOM /AMA AilT/A L0601 41 - /Or/941N7WWOOM2Ini11 011090NV1•A110-V- OOL i1M1i'0n9firiNia1M 101 OYpy4i1'NIO4NOl4NN19VV u4444 b m V i j7i11M "Itv ti 'NOUiY74i0 N0141Aii1 'AC N01WA111 •'ATM ANVIbl00 H711i2VVW iMl 400410 530.13 'd,1�U1V1'Ma-tYN00 " OT10744'I MV 0M•l10 rl-1.0-44 '1NiWi100a '111/1L40 01416100 44211041V10TOlu POl- •-:i'5 ' V V V V 1 0000 F 0 0 0 0 z zzzz I F > > > > o z nano z O 0000 Z 0000 3 L 1�OO v�uu n 0 Y E } } } } J A Ka S J 0 00100 t II F n ,ZS Y0 as o i 0 jl UUUU 5555 < 0 a ; i' • a Wiz° 0 QQAp a .1 n �" �" CSC �"z z i<L COQ r �C I O Z n Y 0000 C i (<i z i jt 0 4�t < �F f .f1 F I zd 440 Zz as C IL a Z' ggg1 n a_ oa !LP pi :,; I- Y ` O� 3338 Z 2 Z Z z iF• h 0 5Z�i< FnA C ; DDD I O 6-2 a 0 1f0 d4017 ,4 t X iht w `03 0 ( 0 Ze ni L OCg110 Wit ( V tl �a �, monm • il OF , Z411-1-0 0 Z4� unuZpil ERR ; A G v� Os '� Z 1ticrCltlL a all 4 YJ ai >�FC< iii < 0 -• iCi< Ou Z l ? ? i Ks.a t 0 0 0< 0 -1J �D Y 1- › -IF J�� J l L ( ` ao0U V4 ( ti it A J J 6� 11.7o 11111 1111111111111 111111111II1111111111 1111111111111111111111111111111 ;zx I '9 1111 11 11111111111 II 111111 111 1 II III II 1111111111 II zf0‘j taus rya 010 1 1 111 III F i TI/X2 up0m • 1� u It aDIY SF Y u Y A II v a >0 r Z II 0 0 L OV A > F Cn na Y U 0 U > OjCI Z KF < Z xFIQuC AY Z OF F +! 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U i.3 13 0D W 1Qr rn wwi O} Xw ni U U C n Z x m 7 n > iw1 n - ' r u0=0 II D DMX A A i y)p . I U 1 il El I EU lIi • 1 1 . • > cf.. wrAm mai • ■ICE I i OD a; t1-4 au; t/--4 m� a At AN AX A tl20 U iZA ?tl N r O} d�L\ O} I . A� XXnn n LP L' aZ w u i, n 71 x r NA as r 1 A av 1p i 1`i1 r n0 00 nj `>u r gnu AO 2> n� nn�i n� X 1-I U4mu, I" Ow 0>a >i we n nn atl wA rP PA �P A r A n P n P ��iD W1 to 0i X1 Arr nn uz >� iX >) 7p1 oh i Z•� 0 0 ",n X1 }> n )N Y >r 7C nD` n n 3'71 Ac us =P a0 =D ; as r�� tl tl ua 0 . A? tl� =A ix of u11 i f�0 1" u ni A co nv mI n r .7> D' m rU ur 0 ;A 0 tl7C F .»EEr• PRDl• ►ROJEOT ADDRESS: BUILDING OWNER: DOGUMEN 06-OT-12 DRAWN: AW IG»eGCED: DAL DONALD AI.LAUKKA cross GROSS THE MAGERIGM COMPANY REV.• REVISION BY: RE VISION DESCRIPTION: Mn.- riflrTEGT va •SES SP AASaNSTOM SOUARE ROAD 401 WILSe.H[E BLVD.WRE 100 n CITY I LANDLORD RE VIEW COMMENT.b/30/13 �(�, IOOOT VA1_LEY VIEW ROAD E DPAGE BOE SANTA MONICA.GA 40401 . EDEN DRAWL.MINNESOTA 55344 0 5 1.IJ5O6 6 t C . TIGARD.OR,1225 , 11r NIDN!952-e:e-eiei Fax 951-9aa-7555 u N A n WA.MINbTON.OUARE �1 ,�,� w 0SGl DOMe unveoaa,na P > ; �• 0 A :� e 1 A1 .5 ° .roREPRONT•V ON 0 PLAN.a DETAILS r CENTERLINE OF SIGN BAND 1 4'-1 1/4'AFF(VIN 0 0 O r a CENTERLINE OF 91GN B/O EXISTING L.L.BULKHEAD 2 ] N r o L m �� 1171 s�/r11cif/ !lf/�U` 1/(Udriel" il(��Jlll01 - - - es, co '.a-• LL HORIZONTAL NEUTRAL PIER. -� i t!) PROTECT DURING DEMOLITION t )%)),..)) r`J� i - GONSTRUGTION ��•� !.'�,��, ��,��;I��/ , Y ie� f / ir�i� �� ( I , \ \�,` \C�� 1�l\\� WOOD VENEER JOINT 4 Y a( 1 \S/4"x S/4"GLCAR BRUSHED , ` �'\� \�� , ��` \, J i ALUM.REVEAL(AT LANDLORD %% 1) '' H z„NEUTRAL PIERS) _.jaiL.« r« ��ot��1I� i�J tl�ar� �ll/%111t�� 1 O-O”APF Q W Y ILLUMINATED STOREFRONT SIGN— 1 �, �� fJJJ /O ENTRY SOFIT 4 I i Y SIN VENDOR UNEEPAATE PEMIT-VNOHOP DRAWINGS 11 STORONT GLASS- N. .S/1 b" NGLA53 SHALL B - ,/ ,111!II, :1111 C.R.LAURENGC-b"SQUARE BOTTOM "�� l I I RAILS(5EE GLAZING SYSTEM ` SCHEDULE) I ( IMTSI 1/8•X 6"BRAKE METAL -FINISH `. ��/ ALL EXPOSED MIMS) d-0"APF 0 I 1 T/O TILE FLOORING n ,ANGLED PORTION n ry G2 STOREFRONT ELEVATION 4 o - SCALE: 1/2 - 1'-O" -6 PI al _- -.._ 1 p I CENTERLINE OF SIGN BAND n n U 1 4•-7 1/4•APF(VII') i n CENTERLINE Of SIGN I 1S/0 EXISTING L.L.BULKHEAD e ✓ u u I 0 r r Ili // ' _ 1 4'-O'AFP LL HORIZONTAL NEUTRAL PIER. F-- ///��( (�/l(�/J/�(��/JJ(,� UII��I�JJ� if l/(!//)Jl.�(�/�lJ�l�1�l l�/JJ/�/l/ 1Y�1//J1��1//Jll�ll��Jl/l///JJl , LEAS STOREFRONT 0 n }9 PROTECT DURING DEMOLITION t �� \•, �' 1 s CONSTRUCTION �� I�1��.��>>��>>>>>>>>>>>��»i��,>»� �t %. :/)'.){ °� S/4"x 5/4•CLEAR BRUSHED � '\`\��`��\ \\�' Cb+ i �, WOOD VENEER JOINT F r ALUM.REVEAL NEUTRALPGRSI(AT VERTICAL / /', ill4,llr ((Ir I10*-O•IMF • r ��\\�� \ •\ B/O ENTRY- ILLUMINATED STOREFRONT SIGN �, ( S/4•x S/4"GLCAR BRUSHED o SEPARATE RATE PERMITµSEC +l \\\ \\\ \� AWM.RCVGL(AT LANDLORD < . VENDOR'S SHOP DRAWINGS I r r, ` NEUTRAL PIERS) r/ I U Q O. �� ( LL VERTICAL NEUTRAL PIERS. s 4'°z IGL 1 I STOREFRONT GLASS- '_ . z o GLIPSS ALL GLASS SHALL BE GLASS P?zi GON ST DUOIG DELITION� _ i Y 6-4 i I ,, G.R.LAURENGE-4"SQUARE Tp F n DOOR RAILS t 6"SQUARE BOTTOM` DOOR RAILS(See DOOR SCHEDULE)/ FlNNSFI:ANODIZED OIL RUBBED BRONZE IMTSI 1/6"X 6"BRAKE METAL -FINISH m� G.R.LAURCNGE-6"SQUARE BOTTOM r ALL EXPOSED EDGES) \ \ \ \ \ OOOR RAILS(SEE GLAZING SYSTEM) SCHEDULE) 4 ; a•n e•:If Ci t---- - r p : 1 i `�W T/O me FLOORING V 110:4i?-1 r 51.U5O66 . . EASTOREFRONT ELEVATIOIN A2.0 SCALE: 1/2"4 1'-0" Y 21.6v.To. 0 ] T L4 1/2X5X 1 a6AX0'-4" U o m W/(4)•1 O SCREWS o . p 2"TYP. EACH LEG 0 (1 it) (2)•10 SCREWS TIGHT fI 4“.' _ TO(E)J015T 'lr \\ I m (E)OPEN WEB JOIST- \ 1 °vcc-• sreeT• 3b27125-43— \ 71 4 Q+- BRIDGE u V ,12 P. (2)•1 O SCREW'S 2'-O"O.G. (E)OPEN Y 1 W a WCB J H BACK TO BACK 8625162-43 JOIST F :KICKER•4'-O"O.G. V W i _ AI-i r=7I NOTE:DO NOT DAMAGE 4 t (L)OPEN WEB JOIST O U,,E" Cl 23 f a H KICKER ATTAGHEMENT SGALC:5/4"- 1'-0" i'0„ ` r. g 3627125-45 - 3627125-43 2 o t BACK TO BACK 3625 1 6 2-48 KICKER O BACK TO BACK 3625162-45 KICKER• VI 4'-0"O.G.SEE DETAIL 04/A2.1 FOR T/0 TRACKS TO 4'-0"O.G.SEE DETAIL D4/A2.1 FOR T/O TRACKS TO a 4.1.0-•— CONNECTION TO STRUCTURE BE 3/4"BELOW CONNECTION TO STRUCTURE BE 3/4"BELOW 5/0 EXISTING B/O EXISTING 1 BULKHEAD •.` BULKHEAD �� LANDLORD'S HORIZONTAL X\ LANDLORD'S HORIZONTAL (2)•1 O SCREWS■2'-O.O.G. \ 3 625 1 62-43 NEUTRAL PICK-VFY (2)•10 SCREWS•2'-O"O.G. \ 9 625 1 62-45 NEUTRAL PIER-VFY x 1 • 1 b'O.G. CONST.IN PICLD s.\ 1 • 1 b"O.G. ( GONST.IN FIELD ` ',\11 \\\�1 X` 14'-1 1/4"API•(VIP) pt \` I 14'-1 1/4"AFF(VIP) ` \ I 5/0 EXISTING LL BULKH I B/0 EXISTING LL BULKHEAD • I 14'-0"APP(VIP) `� 14'-O"APP(VIP) 2 , I�1� 1.70 STOREFRONT , T/O STOREFRONT ia�ll I I i... w N , ,TYPICAL LAP GONNEGTIDN W/(4)•10 I , TYPICAL LAP CONNECTION w/(4) 10 SCREWS •®I SCREWS ®II u - 3/4"x 3/4"CLEAR BRUSHED ALUM. I' 3/4"x S/4'CLEAR BRUSHED ALUM. a 24"X24•RECESSED ACCESS PANEL NOV _ BENGAL(AT LANDLORD NEUTRAL PIERS) REVEAL(AT LANDLORD NEUTRAL PICKS) o DA-5019 AGUDOR OR EQUAL AS I 2'-0"APP(VIP) f _p APPROVED \P� 12'-O"APP{VIP) Q o F ° B/O EXISTING GYP.BD. 5/0 EXISTING GYP.60. 36251 62-43 BRACE•KICKER LOCATION u_ / CEILING TO REMAIN 9625162-43 BRACE•KICKER LOCATION I CEILING TO REMAIN r z BUILT-UP BOXED SCAM HEADER,EXTEND— IV,'///'/ 5/8"FRT PLYWD W/3/4"WOOD BUILT-UP BOXED BEAM HEADER,EXTEND i1"/// 3/8"FRT PLYWD W/9/4"WOOD L i I ACROSS ENTIRE STOREFRONT-SCE VENEER PROVIDED BY FM ® ACROSS ENTIRE STOREFRONT-5EE VENEER PROVIDED BY FM 2 n s T-„ _ /- e y 1 0'-2 1/a"APP= _� DETAIL C3/A1.5 �I—I�+ II +a-2 /a•APP= _ o. v� 6/O BOX 6EAMS ��I I��I / B/O BOX SLAMS z t b _ -- _ 10'-O"APF S/8"FRT PLYWD W/3/4"WOOD .-�� i��'��-d 1 O-O"AFF > > � B/O ENTRY SOFFIT —$ VENEER PROVIDED BY FM - }'��j7�; �/� ' S/O ENTRY SOPPIT ¢ i x 5/8"FRT PLYWD W/5/4"WOOD -Nli 5625 1 6 2-4 3• 16"O.G.(PROVIDE BACK 1►�I��lai�i VENEER PROVIDED BY PM \ TO BACK STUDS•RETURN WALL AND I- ��; `1 G.R.LAURENGE HEADER CHANNEL-SEC „ L SX5X 1 bGAXO'-5"W/(4)•1 O3GREIAS I DOOR SUPPORT LOCATION) f_ `` / , GLAZING SYSTEM SCHEDULE It C 0 EAGH LEG / BLOCKING AS REQ'D BLOCKING As RCQ'D I ' /� _ E RECESSED DISPLAY TRACK-SEE , BLOCKING AS REQ'D o s S 1 RGP FOR LOCATIONS e / u G.R.LAURENGE 4"CONTINUOUS 1 1 ' (, • SQUARE DOOR RAILS AS REQ'D- 3 SEE DOOR SCHEDULE 1 I 3625162-45•16"O.G. b 1<< Q 0 A G.R.LAURENGE-SQUARE SIDELIGHT RAIL ' BEYOND-SCE GLAZING SYSTEM ! ,� 5/b"PRT PLYWD W/3/4" 5/8"FRT PLYWD W/3/4" O SCHEDULE \, ' WOOD VENEER BEYOND ` PRODDED B'MEYON i r v %/ PROVIDED 6Y FM ^�iDI2 ( '"( U f ill b LEASE LINE II---- LEASE LING ; • ``\ I .1 4 1 A • 3/4"CLEAR TEMPERED = i°f G.R.LAURENGE b"GONTINUOU9 GLAZING W�GROUND PC AL)GL 1 0 f ' EXPOSED EDGES(TYPICAL)GL 1 i o i SQUARE DOOR RAILS AS REQ'D- ( o f t° SEE DOOR SCHEDULE \ ' G.R.LAURENGE SQUARE SIDELIGHT RAIL- / SCE GLAZING SYSTEM SCI DULE S MTS 1/8"X b"BRAKE METAL TRIM RAISE DOOR RAIL UP SO DOOR MTS 1/8"X b"BRAKE METAL - BEYOND-FINISH ALL EXPOSED / CLEARS FLOOR ON BOTH SIDES FINISH ALL EXPOSED EDGES) p [1, ° p� EDGES ' EXISTING MALL FLOORING, ' ' r °d EXISTING MALL FLOORING, PROVIDE FLUSH TRANSITION AT ' REPAIR AS REQUIRED AND A REPAIR AS REQUIRED AND a STOREFRONT ENTRANCE-SEE ! COORDINATE WITH MALL c 1••O DETAIL i MANAGEMENT COORDINATE WITH MALL O II - / Ii. / MANAGEMENT r 314 i O'-0"APP O'-O"APP r v 1,5 4 T/O TILE FLOORING T/O TILE FLOORING L °`°F; 8 i.u3o66 A2. 1 E STOREFRONT SECTION® DOOR 3 STOREFRONT SECTION ® GLAZING i eTcemeneNT ° SCALE:3'4"• 1'-O" --- SCALE:5/4"- 1'-0• •lGTIONb ' /-5/3"TYPE'X'GYP.BD.FINISHED'PTi 4).M r WOOD CLEAT AS REQ'D _ b- 5/0"TYpL'X'G.Y .P D.PINISNEDI PTDI O 0 �}�• _ 10'-6"APP 61 FIXTURE IS FURNISHED I T/O FEATURE WALL 4, 0 ? a •- • .........--. INSTALLED BY GC A. tri ea' FIXTURE IS FURNISHED t ., '6 S/8'FRT PLYWOOD BACKING MOTALLCD BY GG .ao_• epee-•WIllk a S/4"WOOD VENEER ON ALL d 0/8"TYPE'X'GYP.BD. INISHED PT� Y r EXPOSED SURFACES MATCH INDZI j a> I WOOD GLOAT AS Real, _I W J> ,°0'Y ;W >V W Z - 3/4"WOOD VENEER ON ALL g EXPOSED SURFACES MATGHIWD2I - --5/8"TYPC'X'GYP.BD.PINI9HCDIFT4 A F 4l 1 o„" ■ i t) $ - —5/8"FRT PLYWOOD BACKING c z S/8"TYPE'X'GYP.S .FINISHED IPT4I a e W 00 , L E._A FEATURE WALL PLAN SECTION 0 END E. FEATURE WALL SECTION co HEAD SCALE: 1-1/2"• 1.-O" SCALE 1-1/2"- 1'-0" I i GYP. P.BOTH SIDES OF NOTE: IF FINISH IS FRP, $3� i= OMIT CORNER 55AD 6�� WALL,TYPICAL. EXTEND WOOD RIM TO F !a -4' • - 5-5/8"METAL STUDS BE FLUSH WITH FRP 5-5/8"FRT Z X 4 STUD SURFACE. �� MELLOW METAL FRAME, GYP.BD.BOTH SIDES OF • 7 FINISH PCR SCHEDULE. WALL,TYPICAL.VFY FINISH. 1N6 11MDP,PROVIDED BY GC.PRIME ALL / DOOR AND FINISH PER METAL CORNER SEAD Act 4 SIDES AND PAINT EXPOSED SURFACES grid SCHEDULE. 1/8"X 1/8"QUIRK n LATEX ENAMEL COLOR TO MATCH 1 X b PAINT GRADE WOOD ADJACENT WALL - © i.!�O�DO Fif TRIM GUT DOWN TO SIZE ��10 FINISH ALL SIDESIpT 1 f el3-5/5"PRT 2 X 4 STUD �''=O0I 4 3-5/8"METAL STUDS +F----.F 1/B"X 1/8"QUIRK ; 4- -----------METAL CORNER BEAD II U c2 WOOD BASE SECTION DETAIL H DOOR JAMB DETAIL- HEAD SIMILAR WALL TRIM DETAIL o SCALE:6"- 1'-O" vvvvvv v SGALC:3"• 1'-0" vvvvvv SCALE:3"- 1'-0" -i F r z THERE SHALL BE NO ATTAGHMENT5 TO ROOF DECK v PROVIDE ONE LAYER 3/8" ; a I ADA CLEAR SPACE FOR LAVATORY ` Type'x'GYP.BD.WHEN SEE p SEE ATTACHMENT TO STRUCTURE RATED CEILING IS REQUIRED z u DLTAIL(S)SHEET A3.1 TAPE AND SAND FIRE TAPE [ n w 3-3/8"20 bA. 1 AND CAULK ANY P u u STUD TRACK SCE / PENETRATION Q r 1 60"CLEAR TURNING,RADIUS WALL TYPE S/4"FRT A/G PLYWOOD A SGNCDULL POR 4pismAA,;:cen041:00LtazoAe _ a--- 8'-7 3/8'AFF 6 dik CLEAR SPAC E FOR WATER CLOSET /, HEIGHT - '—'�'—` '—"I� T/O/LATFORM- p q a P LEG RUNNL- ii 3/4"x 4"MDF TRIM, c z PAINTED® O !R 4 1 1'-b'MIN. I OLTS OR C '°'^'•'°". \� 8'-O"AFP 0 A 7 u 1'-8"MIN. A LTERNATI yea C B/0 GY,BD CEILING i • Y ` M r METHOD OP ATTACHMENT 1 8 0.G.BTUD FRAMING, o r<-�VW<\a 20 GA MTL FRAMING,48"OG �-LAYER 5/8"TYPE'X' t - - - - -• ATTACHED TO GR RUNNER - GYP.BD. 0 1I` WITH*1 O SM SCREWS 3/4" _ EMBEDMENT AT 24 OG TOILET ROOM WALL, y a u _ r TYPE'P i.�o �_ - 3-e 1 0 3M SCREWS S/4' 1 __ r 3-5/8 20 GA.METAL EMBEDMENT AT 24"OG 3 ,I_4 TOILET ROOM CEILING PLATFORM DETAIL r 3 FRAMING BRACING TO PCR STUD TO STUD SCALE: 1 1/2"- 1'-O" i z yy° i-/ �\ /STRUCTURE ABOVE CONNECTIONS TYP U.N.O. I Z �Ei o/ �\ I 48"OG 6-5/6"20 GA.METAL STUD- 1 z ALIGN TRIM W/WOOD i <i i __ 1 6"OG,TYP / 4� TRIM ON PANELS o 1 i F A * 1 GYP BD AS SCHEDULED i O i I I.. JOINTS ORIENTED VLRT. a* /0'-O 0/4"APP o y r w I - ___ I - 1 I 1 AND STAGGERED ON T/O TRIM A - -- --T6 I . OPPOSITE SIDE I RUN GYP SD TO 6"ABOVE ' '� m \ CEILING LINE f' i 1"LONG TYPE S SELP 1 E _ ��77 TAPPING STEEL SCREWS AT, o R °n I] L. . I - 8"OG ALONG EDGE OF WOOD TRIM-MATCH o t1 NEW MOP SINK SCE - / III owl' 0 $ w PLUMBING I BOARD AND 1 2"OG IN FILL- o w r U \\\ _ OF BOARD OPPOSITE SIDE ' 1X6 CLEAT F `<Om O y OF ASSEMBLY o S / _- -3-5/6"GMANNEL RUNNER - O O n c 6 1. _ W/ 1-1/4"LEGS 3/8' 0/8"TYPE'X'GYP BD r r„i� t u.Ic C ' FOLDED LEG RETURNS 20 BEHIND BACK WRAP MSG GALVSTL ATTACHED TO 1O'-1"APFl[1! r 31.U5066 FINISH FLOOR-_ pi/FASTENERS TO PLODR I` t 24"O .(MAX). X3.0 . 1 ENLARGED TOILET ROOM PLAN NOT USED is NON-BEARING PARTITION BRACING BAGKWRAP TRIM DETAIL o= �I SCALE: 1/2"- 1'-0" G: : 1/ ..- - S - .S"• 1'-0" J SGALC:S"-1'-O" EXISTING DEMISING WALL TO REMAIN <� n ( BOX BEAM(2)6005200-54 t < 0 i (2)400T2OO-54 40 MI n • L r` < fff/ 1 8 GA FRAMING CLIP EACH 0 ell • «eer• _ SIDE OF BOX BEAM-ATTACH W/(4)•1 O SCREWS EACH LEG <4 < Y our, 43 B/'-BOX BEAM 3-5/8"20 GA MTL STUD BRACING O<J `�'w // 48"O.G. < F- I?5. NEW BLOCKING(TO MATCH ..//7 ;V W;--„SIZE OP EXISTING STUDS) c W J 11;a BETWEEN EXISTING STUDS. 1 SUSPENDED ACOUSTIC CEILING <- ~ d I ATTACH TO EXISTING STUDS 1 SEE DETAIL h3/A3.1 S Z U n n€I W/ 1 8 GA FRAMING CLIPS t 4 yqr 8 i • (4)+10 SCREWS EACH LEG 126A.WIRE W/ 4Q °Ut9�S TURNS,TYP.,� BOX BEAM HEADER TO WALL DETAIL ;,ioo— (MAN 1 62-43•48'O.G. `Fbt-1'APPf.(MANGER STUD) 6/O ACOUSTIC-SUSPENDED ACOUSTIC CEILING °__ TILE GEILIN6 < 44 9EE DETAIL AS/A3.1 t �,� r- < �L” ,, 12'-O"APP VIP S k _ *10 SCREWS• 16"O.G.TYP. ..+..a�.�.�.,.....mr�.�ra�...a B/O G FD$ -12 GA.WIRE W/ (III t i 3 TURNS,TYP. [jib 4 1 2GA MANGER vine 1 2'-1'APP I CORNER BEAD < 4 d/O AGOU3TIG� 6OX BEAM(2)6005200-54$ 4 - < 1" + I TILE GEILINi (2)4007200-54 S/8"TYPE'X'GYP BD ON 3 S/8"20 12'-O'APP VIP Y 15'-O'APP s GA MTL STUD FRAMING•24"O.G. < 6/0 EXIST GP. D/O 60X BEAM EXISTING GYP BD CEILING AT 1 BD SOFFIT TO REMAIN PATCH AS 5/8"TYPE'"beer DD < NEEDED -VERIFY - -6 4 STRUCTURE. - 3 S/8"20 GA MTL 4 RECONSTRUCT AS CORNER BEAD o- COMPRESSION STRUT• <O NEEDED 1 2'-0"O.G. 4 n n • 0 GYP BD SOFFIT DETAIL 50X BEAM HEADER TO ACT STRUT DETAIL GYP BD SOFFIT DETAIL "•� = O SCALE: 1 1/2" 1'-47" • SCALE:3"• SCALE: 1 1/2"• 1'-O" - -- r n - u — ` LATERAL FORGE MEMBERS SHALL BE SPACED 6"MN < < p U - --EXIST STRUCTURE-METAL I-BEAM MAIN TEE WITH GRO55 TEE WITH PANEL FROM HORIZ PIPES AND DUCTS WHICH IS NOT PROVIDED 4 z z0 [ SHOWN SMALL BE VERIFIED IN FIELD RCVCRSIBLE INTEGRAL - CENTERING DEVICE. WITH BRACING RESTRAINS FOR HORIZ FORGES.BRACING < • q / UNISTRUT P2 785 BEAM CLAMP(2 PER BEAM SPLICES.COLOR TO COLOR TO MATCH WIRES SHALL BE ATTACHED TO GRID AND TO BUILDING < o et• CONNECTION)OR APPROVED EQUIVALENT '` MATCH CEILING PANEL CEILING PANEL STRUCTURE IN ORDER TO SUPPORT A DESIGN LOAD OF 11 It IL 'IG 200 POUNDS MIN,ACTUAL LOAD(WITH A SAFETY < • _��., ' ! FACTOR OF 2)IF IT IS GREATER 4 n r < ; r 0 1 5/8"SQ 1 2GA H5 UNISTRUT AT 48"OG MANGER WIRES 4 e = 0 BEAM ATTACHMENT AT 43"oG To < O o S ' ACOUSTIC CEILING} y STRUCTURE 4 - t EXIST DECK PANEL ABOVE u 7 O pr MAIN RUNNER CROSS TEE EXIST STRUCTURE-METAL WEB TRUSS SHOWN SHALL BE VERIFIED IN FIELD �' < U �a UNISTRUT P2/85 GA BEAM CLAMP(2 PER BEAM \ '' < U CONNECTION)OR APPROVED EQUIVALENT - FIRST CEILING TILE SMALL 1 5/8"SO 1 2GA HS UNISTRUT AT 48"OC —�- MAINTAIN 5/4"CLEARANCE / z iu a FROM THE FINISH WALL SURFACE. S-S/8"20GA MTL STUD <'n O PLUMB TO BOX BEAM 4 i n I�I�1 -_ _ ABOVE.LENGTH NOT TO < r 3'4u EXCEED 8'-O" 1 PER 1 44 4 i a u 51 TRUSS ATTACHMENT L_______ 1.00.4....4? SO FT OF CEILING AREA 4 O o i p II•MIN. / SCE GS/AS.1 < i u 3 s. a a n PROVIDE WALL ANGLE WITH 41 u 0 x F t f ° 2"MINIMUM HORIZONTAL LEG •a • a AT PERIMETER WALLS AND 4 ~v o 12 GA SPLAY WIRES INTERIOR FULL HEIGHT AT 45"AND AO'TO o•'NI GONT 20&A 3-S/8"MTL DEEP LEG TRACK PARTITIONS. STRUCTURE ABOVE. r ATTACHED TO EXISTING STRUCTURAL CONCRETE r M/TWO HILT!LOW VELOCITY POWER-DRIVEN ANGLE STRUT DETAIL ` FASTENERS IGG-MI-1 665•24"O.G. < ry u p \-TWO NO. 10 SELF TAPPING SCREWS EA /.TTAGMEMENT DEVICES:SIZE S TIMES DESIGN LOAD INDICATED IN ASTM C635.TABLE 1'DIRECT HUNG' <n 1 r°• ATTACHED TO BUILDING STRUCTURAL MEMBERS. 4 o a CONNECTION IMBEDDED 3/4"EA SIDE OF STUD O -20GA 5-S/a"MTL STUDS AT 1 6"OG TYP. WIRE HANGERS.BRACES,TIES:PROVIDE WIRES COMPLYING WITH ASTM A641/A61 NI GLASS 1 ZINC COATING 4 u /O 4 SOFT TEMPER.WIRE DIAMETERPER ASTM G655,TABLE 1,'DIRECT HUNG'5 TIMES THE HANGER DESIGN LOAD 4 u 3 o u D i IS LESS THAN YIELD STRESS OF WIRE USED.WIRE HANGERS SHALL NOT INTERFERE WITH OTHER WORK AND O O w a CONCRETE ATTACHMENT SMALL BE HUNG PLUMB,SPLAY ONLY WHRER REQUIRED.WIRE SMALL NOT BE LESS THAN 0.155 INCH WIRE < r r t Q< l V w O F[ NOTES: DIAMETER. Q,• REFER TO IGG-ESR-1 bbS FOR HILTI ATTACHMENTS. SUSPENSION SYSTEM:INSTALL WALL MOLDING,LEN/CLING WITH T-GRID TO A TOLERANCE OF 1/8"IN 12'0". � o S 1.U5066 • ALL ATTAGMMENT METHODS SHALL BE FIELD VERIFIED. < ` • ALL EQUIVALENT PRODUCTS SHALL BE SUBMITTED TO THE CEILING PANELS:INSTAL ACOUSTIC PANELS TO COMPLY WITH ASTM C.656,PER MANUFACTURERS PUBLISHED < ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION INSTRUCTIONS AND GISGA'S'CEILING SYSTEMS HANDBOOK' f4 3 1 EJ ATTACHMENTS TO STRUCTURE 3 SEISMIC.ACOUSTIC CEILING DETAIL ^ A ^^^ AA�� ^ A ^ A A �, o:- J 4 2 V Pa.,A6 ——ems-----A „ - „ ■ 5 QA.-I) _ - - - --- - - - - - --- - - — i - - - - - - - - - - �o O el LID CD 1 WT ( 1 I 1 - #Mad /133-S Y a° I T2(10).T]i13).TI(64.) I 1 Q u3 g ft - ---- __ _ -- - - -- - - - - _ _.-- - - - - - 88 .3C 'b • "V d "i'b / I O L-13 �� 71 �,E�L�fJ L 3 L 7 L } BA 81, L- „■11`,=11 WSW D �L TL11� CS” 1y/ VIA Ct N .. - - - L LAP AO i f" L- • . LSD• LAP l • �Q� '\`1 I_ = DIG. • —_- --..-_ L-J •Y4:�\^ •- m. .. . -I- I � VIA C1 C � • , .....0- _ NI EN ___ et:, i 1. • r AT LZT LTS - CT3 LN..1— ._-L ■■ -- — , - TXL-Sa(6•) _ . _ Ngw-rANEI L J --- Q F C4=� 1111, a o^ x o *I 1 tiiii„,„rnim„iirmoili mti 3(2 1(s 1 Jill -T2(B).TJ(IS).TI(46) L c• I I L So . — 2 \ l - — s 1 LIGHTING PLAN — r .. = = _ CO 1/4" 1.-o" A t Cc�b w s /°3 // _ U w — LIGHT FIXTURE & SYMBOLS SCHEDULE GENERAL NOTES NOTES FOR THIS DRAWING O SWITCH LOCATION. PROVIDE SWITCH'e FOR TRACK LIGHTING. SY16Y TYPE IESL1tP11ON YAIi. MOOR MURDER LAMP ON WATTS TOTAL OO1E111S A. ALL NEW LIGHT FIXTURES LAMPS AND REPLACEMENT LAMPS FOR CONNECT LIGHTING AS REQUIRED. n EXISTING FIXTURES PROVIDED BY TENANT'S GENERAL CONTRACTOR. .4 ,t? A '8'RECESSED Ot DOWIl1WT ANO CA�126/427-600L Em/e3D/A/ 18 53 954 RECESSED LINING INSTALLED AND CONNECTED BY ELECTRICAL CONTRACTOR UNLESS O2 CIRCUIT EXISTING EXIT,EMERGENCY/NIGHT UGHTING AHEAD OF ANY NOTED OTHERWISE. SWITCHING. AE I8'RECESSED CO 00'MXA1T A.MO LV6-128/42T-BOON ECO 6 53 318 IERSgD UOTSIG-SWE AS'A't/DERHIYY MT Nri1RNW 90 w.BATTERY BACK-UP-- M 4 & COORDINATE EXACT FIXTURE LOCATION WITH ARCHITECTURAL O NOT USED. 7'> • C 4'RECESSED CFL 0001UOIT UWTOUER 1002P1/1013CD IID7DP20B670/20 4 7 2R RECESSED MOO REELECTED CEILING PLAN. w`-' O PROVIDE DISCONNECT SWTCH IN LANDLORD PROVIDED J-BOX AT W PEQSTD ADAISTABLE T4 NTD/SE 2 EA GE ON 20/TC/U/ -- C. AFTER AERCIIANDISE FIXTURES ARE IN PLACE, EIFCTRICAL THE STOREFRONT FOR CONNECTOR TO STOREFRONT SIGN; SEE ><K</<\<<<1 M D 2 LAMP CDWIC IETM.MADE UM1WC EL-OI6.5-2-20-8'M-Ail ��5 3 I 45 135 RECESSED WONG CONTRACTOR TO CLEAN AND NM ALL LIGHT FIXTURES AS DIRECTED ARCHITECTURAL PLANS FOR SIGN LOCATION.ALL TENANT SIGNAGE BY OWNER. SHALL BE CONNECTED TO THE LANDLORD'S FRONDED J-BOX AT ° s R2 4'915PEIMIT FLUORESCENT W/UE GUARD IETA UX ,S11232"3",, II (2)F321®6:P3CEW 15 64 910 FpOED ORE QI1D,MEW AT 11,-0'MT D. ELECTRICAL CONTRACTOR IS TO PROVIDE TEMPORARY UGHTING AS THE BACK FACE OF THE MALL BULKHEAD ABOVE THE STOREFRONT ' R3 IFLLIORENEff WALL FOROAST F75(10-36U (2)i24TC158'JlE(b I 48 48 FLUORESCENT UWi,Y0.Nf IDRIZWTALLT ADM RIFT ROOM YRIIOR REQUIRED WITHIN THE SPACE. ENTRY DOORS. THIS CIRCUIT RILL BE CONNECTED TO TENANT'S o ELECTRICAL PANEL AND SHOULD NOT BE BYPASSED OR OVER .� T 'TRACK AND COWERS rO R 800(248.6rW1M NA - _ _ F111OE9Cp111fi1T IIOUNI IIO62OITALLY ABOVE RIFT R00M 1E610R E. '/NL' INDICATES MITE LIGHT. RIDDEN WITH A TIME CLOCK FRONDED BY THE TENANT. ALL EXTERIOR SINGS INCLUDING BLADE SIGN LIGHTS AND STOREFRONT - 'I1R ATM) F. LIGHTING FIXTURE BALLASTS SHALL BE HIGH POWER FACTOR COM SIGNS ARE MONITORED BY LANDLORD'S SIGNA(E CONTROL SYSTEM. fc R 2 T2 TRAIN WAD MALL■A9RR 116NIOLE8 LLHII 11N 34 MATT LED 21 ' 34 714 NEW TRAQ(LIMING LABELED. O NEW TOILET EXHAUST FAN EE_l: 120V, I6, 110 WATTS. CONNECT AS REQUIRED. G. CONDUIT TO BE GROUPED IN PARALLEL RUNS SUPPORTED BY TO fES1R00M SWITCH AS •d Q T3 TRACK READ LOWLIER UAW]INFOI 15 WATT Nn. 33 I IS 405 NEW TRACK LX 11110 UNISTRUT HANGERS W/90 DEC. BRANCH RUNS TO FIXTURES. R VERIFY IF THERE IS EXISTING EXTERIOR EMERGENCY AND GENERAL i LI 2 s ELECTRICAL CONTRACTOR TO COORDINATE WITH HVAC CONTRACTOR LIGHTING.PROVIDE NEW AS REQUIRED. ° W-5 • D11 RECESSED F74RGENCY SOMAR7IT BEST MIMIC 016.-1 8 WATT B-PN HALOGEN RECESSED.90 MUTE BATTERY BACK-UP,W M nN19■ FOR LOCATIONS AND CLEARANCES FOR EQUIPMENT. (2 u LDS 2 OIR6EIILY UGHNG'BUG EYE'W TW0 HEADS.90 NWT BATTERY BAIX-UP-1113311 10'-0'MT I. CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE OILY. MAINTAIN et 1-1,< FM2 D SECS(OlT SIIRE1115 AP250 - / EXISTING CIRCUITING OF EXISTING EQUIPMENT.DEVICES, FIXTURES. g EXIRISED AL.IMMIM 1.00 PR(HE EMT LOU(LED) 1 ETC.TO REMAIN. • EX LED EMT SXN S MT E APX7R LID LION SOURCE-RED OR GREEN AS MOD BY ODE ;SURFACE CR PENDANT MONT(DO NOT MOUNT M GRAPNC PAWLS) J. VERIFY THAT THERE IS SUFFICIENT EMERGENCY UGHTING THROUGHOUT SPACE. REPAIR/REPLACE AS REQUIRED. 8 o DN ,:2.:.i U IF YOU HAVE ANY QUESTIONS REGARDING THE i iCF pz 3 ELECTRICAL PLANS, PLEASE CALL THE ELECTRICAL DESIGNER. . a 413866-03 DESIGNER: RANDY BLESI g PHONE/FAX: 612-465-7697/612-465-7797 O E-MAIL: rand _ 1 y.blesi®dunhomeng.com ~ I cn LIGHi1NG PLAN � I 0 CO j o o� < I I I _ sr. - - - - - - - - --_ Nr o a # 13N5 51 i I �(i 4.,� /r � II • ; • • • • :;la .N gillItli '-h I 11:11111CMIIIWEIII� It� 1.- ; I� �o r � � 81�� •1i 1�Q I I� Q � iii. •iuIII I■� 1i.. .... il H___II �• • • • `.1C1 I, II III MIMI Ile• ill'fillt,73:_ ■ -- � r ''�- I■ ∎∎��r r_ __ _ _ - - - - - -- - - ,- 0 __ - - - - __ - -_- = - _ - -- - - - _ - - --- .. _ ._ ._. - $ — i : i : 4 1:1, U, SPACE LOAD CALCULATIONS g DESIGN TEMPS a SUMMER wNTER VARIABLE AIR VOLUME BOX SCHEDULE O.A.D.B. oA_W.B 90 DEG F OAD.B. 22 DEG F 67 DEG F 70 DEC F IL g Pt IAD.B. 75 DEG F El VAV-1 GAINS LOSS X K;§ MANUF. &MODEL TTTUS ESV 10" SONAR LOAD 0 BTUH Wo A ROOF LOAD 0 BNN 0 mum v (VERIFY CONTROL TYPE) GLASS LOAD 0 BTUH 0 Er w cm WT EXT.S.P. 0.6' WALL LOAD 0 EMU 0 BTUH 5 5 MIN CM 800 UGH TS 11526 BNH PEOPLE 24 NOTE: PEOPLE(SENS) 4750 BTUH n a CONNECT VAV BOX TO MALL ENERGY MANAGEMENT SYSTEM. PEOPLE(LAT) 6480 rum - TENANT CONTRACTOR SHALL PROVIDE ALTERNATE BID INFILTRATION(SENS) 0 BNH 0 BTUH e m 2 PRICING FOR REUSE OF EXISTING VAV UNIT THAT INFILTRATION (LAT) 0 BTUH g S MEETS LOAD REQUIREMENTS AND IS WITHIN TENANT IONIZATION TUBE SCHEDULE MISCELLANEOUS 6243 BTUH 0-BTUH S b SPACE. vENTRATION(SENS) 0 BTUH 0 BTUH L,Cr vENmKNI AT (LAT) 0 BNH i PP TAG MANUFACTURER MODEL NO. TYPE VOLTAGE ACCESSORIES N. SUPPLY FAN LOAD 0 BNN DUCT SENS. LOAD 28.345 WWII TOTAL 0 BTUH i < C IF YOU HAVE ANY QUESTIONS REGARDING THE IT Aw RoE ID AC-S35 _ SEE ELEC NOTE 1 &2 NOUMED TOTAL LOAD 34.825 BTUH MECHANICAL PLANS. PLEASE CALL THE MECHANICAL IT-2 AJRCODE cx-loo SHELF SEE ELEC NOTE 3 TOTAL CFR 1200 DESIGNER. - MOUNTED g NOTE: I)ARCODE UNITS AR PROVIDED AND INSTALLED BY TENANT'S VENDOR. _ DESIGNER:CRAIG ENGLE 2)PROVIDE AND INSTALL COLUMBUS ELECTRIC MODEL GRH3A0 OR EQUAL NR PRESSURE MECHANICAL NOTES iag PHONE/FAX: 612-465-7680/612-465-7780 SWITCH BY MECHANICAL CONTRACTOR. a MECHANICAL SYMBOLS 3)MOUNT ON WALL ON SHELF IN STOCK ROOM. SHELF AT LEAST 18"DEEP.WITH 146 E-MAIL craig.engleOdunhomeng.com CAPACITY TO HOLD 50 LBS. 1 ALL EQUIPMENT, INSTALLATION AND MATERIALS SHALL COMPLY WITH ALL v APPLICABLE LANDLORD CRITERIA. m d 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING, PRIOR TO FINAL o' " VI KEYED NOTES DIFFUSER. GRILLE & REGISTER SCHEDULE B0,ALL EXISTING STUB-INS,TAPS.ETC.FOR PLUMBING AND MECHANICAL '‘.1. 2 SQUARE SUPPLY DIFFUSER SHALL SYSTEMS WITHIN TENANT SPACE. ,.L? EQUIP. MODEL 3. NO FIBERGLASS DUCT BOARD ALLOWED. e 1*'4 SERVICE MOUNTING TYPE DESCRIPTION ACCESSORIES FINISH MANUF. O NEW TENANT'S CONTRACTOR PROVIDED VAV-1 -SEE SCHEDULE FOR TAG NO. 4, BRANCH DUCT RUN OUTS TO DIFFUSERS SHALL BE SAME SIZE AS DIFFUSER FgN O BALANCING- VERIFY LOCATION ON SITE SEE NECK UNLESS OTHERWISE SPECIFIED. ROUND SUPPLY DIFFUSER A SUPPLY SURFACE 24"X24' OBD TUTUS 01.4N1 OLOCATE NEW LANDLORD COMPATIBLE 7-DAY PROGRAMMABLE THERMOSTAT IN NOTE 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO THE LOCATION SHOWN - MOUNT 4'-0'AFF. PROVIDE CLEAR - LOCKING COVER. LANDLORD'S BASE SYSTEMS. COORDINATE ALL SYSTEMS IN THE FIELD. B SUPPLY LAY-IN 24"x24" OBD TINS PAS O CONNECT NEW 12"DIA SUPPLY AIR DUCT TO EXISTING LANDLORD SUPPLY 6. VERIFY LOCATION OF ANY PENETRATION OF ROOF WITH LANDLORD.AL ROOF t7� �� SEF PENETRATIONS,PATCHING AND FLASHING SHALL BE BY LANDLORD APPROVED AR SYSTEIA. VERIFY ROUTING, LOCATION.AND 512E ON SITE. C SUPPLY DUCT MID. 24"DIA 08D TUTUS WAR RETURN GRILLE NOTE ROOFING CONTRACTOR AT TENANT CONTRACTOR'S EXPENSE. Oi TENANT CONTRACTOR SHALL PROVIDE NEW TRANSFER OPENING IN DEMISING --- W ` WALL,VERIFY LOCATION AND SIZE ON SITE. D RETURN UY-IN 24'x24' SEE TUTUS 50E 7. PVC PIPING IS PROHIBITED. N C2 N� ® 5 FLEX. DUCT 5'-0 MAX.LENGTH. TYPICAL FOR ALL NOTE: ALL GRILLES, REGISTERS& DIFFUSERS MUST BE PANTED TO MATCH CEILING COLOR. 8. ALL FIRE PROTECTION AND SPRINKLER WORK SHALL BE PERFORMED BY EXHAUST GRILLE D �' VERIFY EXACT COLOR WITH ARCHITECT. LANDLORD-APPROVED FIRE PROTECTION CONTRACTOR AT THE TENANT'S EXPENSE F 3 6 O VOLUME DAMPER AND SPIN-M. TYPICAL FOR ALL. S re 9. CONTRACTOR SHALL SUBMIT CERTIFIED AIR BALANCE REPORT INCLUDING ALL W c., L- VOLUME DAMPER O NEw TOILET EXHAUST FAN FF-1 - ROUTE 6 RIGID DUCT W/BACKDRAFT ASSOCIATED AIR TEMPERATURES AND PRESSURES AS APPLICABLE. SEND TWO ,,,K1 OW DAMPER UP THRU ROOF. TERMINATE IN A GOOSENECK W/ BIRD SCREEN EXHAUST FAN COPIES TO OWNER FOR APPROVAL 80 817%6 -A MINIMUM OF 10'-0" FROM ALL O.A. INTAKES. VERIFY ROUTING AND 10. REMOVE ALL UNUSED PIPING, NVAC EQUIPMENT,DUCTWORK AND a YSa¢23 ® SMOKE R DETECTOR INSTAL)N ON SITE. TAG MANUFACTURER MODEL NO. TYPE CM S.P. WATTS VOLTAGE ACCESSORIES ACCESSORIES. 00 NOT ABANDON --- N INSTALL NEW IONIZATION TUBE MOUNTED IN DUCTWORK. PROVIDE AR A-10"0 DIFFUSER TYPE/NECK SIZE O PRESSURE SWITCH - MOUNT IN DUCTWORK BEFORE FIRST SUPPLY 11. ALL ROOF WORK SHALL BE PERFORMED BY LANDLORD-APPROVED ROOFING 413866-03 40 CM REQUIRED BRANCH. SEE SCHEDULE FOR SPECIFICATIONS. EF-I GREENHECK SP-8110 CEILING 100 .25 80 SEE ELEC BACKDRAFT DAMPER CONTRACTOR. Q* THERMOSTAT O AN PRESSURE SWITCH - MOUNT IN DUCTWORK. SWITCH CONTROLS IT-1 12. SUPPLY AR DUCTWORK SHALL BE INSTALLED AS HIGH AS POSSIBLE. ,K 0 AS SHOWN. NOTE 13. OUTDOOR AR IS PROVIDED TARS LANDLORD BASE MECHANICAL SYSTEM. I 0 POINT OF CONNECTION 1®INSTAL NM IONIZATION ON TUBE IL-2 MOUNTED ON SHELF, SEE SCHEDULE SET EXHAUST FAN SHALL BE INTERLOCKED WITH TOILET ROOM LIGHT SWITCH. _ FOR SPECIFICATIONS. HVAC PLAN