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Permit S17-0052 - HOTEL INTERURBAN / AIRMARK APARTMENTS - BUILDING MOUNTED AND CANOPY EDGE SIGNS
WASHINGTON PLACE HOTEL INTERURBAN 223 ANDOVER PARK E S17-0052 BUILDING MOUNTED SIGN City of Tukwila �� Department of Community Development 6300 Southcenter Boulevard, Suite#100 Tukwila, Washimgton98188 Phone: 206-431-3670 Web site: http://wwm/'Tukmi|aVKA.mmw PERMANENT SIGN PERMIT Parcel No: 0223100090 Permit Number: S17-0052 Address: ZJ3ANDOVERPARK E Issue Date: 8/Z1/2Ol7 Permit Expires On: 2/17/ZOlB Owner: Name: WASHINGTON TOWERS LP Address l8Z3OEVALLEY HIGHWAY #196'KENT'9803Z Contact Person: Name: [HR|ST|NEUEE Address: CHRISTINE.GREATWALLMALL@GMAIL.COM Contractor: Name: SUPERGRAPHICS Address 22O1lSTHAVE VV,SEATTLE WA, 98119 Business: Name: HOTEL INTERURBAN Address: DESCRIPTION OF WORN TWO BUILDING MOUNTED SIGNS AND TWO CANOPY EDGE SIGNS. Per Ordinance Z438 This project has been approved tuhave specific sign guidelines that are beyond the sign code. Please refer to ordinance 2438, for more details. Fees Collected: $1,094.48 Zoning: TUC Electricity Provided by: PUGETSOUND ENERGY Types oVSign: %.BUKDING-WALL EXPOSED BUILDING FACE: 37976 SIGN AREA <SQFT>: 495.94 2'BU|L0\NG-CAN0PY EDGE H|EGHTOFLETTERS: 3.375 LENGTH OF CANOPY: 23.853 LENGTH OFSIGN: 33.853 ILLUMINATED: Yes 3.BU|LD|NG-WAU' EXPOSED BUILDING FACE: 51914 SIGN AREA (3QFT): 495.94 4.BWILDiNG'CAN0PY EDGE M|EGMTnFLETTERS: 1.44 LENGTH OF CANOPY: LENGTH OF SIGN: ILLUMINATED: 21.5 20 Yes Planning Division Authorized Signature: Date: 8/21/17 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Signature: Print Name: ACCEPTANCE BY EMAIL IS SIGNATURE FOR PERMIT AND CONDITIONS Date: 8/21/17 THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. Sign permit inspections are conducted once a month. This allows approximately 30 days for the sign to be manufactured and installed. Please let us know if more time is needed. If payment for the job is pending final inspection approval, please provide the sign permit information by email to max.baker@tukwilawa.gov or call 206-431-3683 and we will complete the inspection within five (5) business days. Electrical permits and inspections occur independent of this permit. FINAL INSPECTION APPROVAL: DATE: SIGN INSPECTION (PLANNING) File No. S17-0052 Name of Tenant: Hotel Interurban -Washington Place Sign Sign Address: 223 Andover Park East Date Photo Taken: August 17th 2018 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign appears to conformto approved permit. DR / a 0Msbn of MINN To Whom it May Concern The Signs at Hotel Interurban were installed by superGraphics per the stamped engineering and structural calculations requirements provided by Chudgar Engineering job #868 dated June 25, 2018. Sincerely, Joshua Carl Chief Operating Officer R CENED JUL 09 2018 Community Development 2201 15`h Ave. W 1 Seattle, WA 98199 P: 800.695.4185 1 F: 206.284.8510 www.superGraphics.com From: Jerry Hight Sent: Thursday, May 24, 2018 9:57 AM To: Lee Sipe Subject: FW: Signs Jerry EHight MCP Building Official | City ofTukwila 53OOSmuthcenterBLVD,Suite 100 | Tukwila, WA 98188 T: 206/431'36751F: 306/431-3665 The City ofopportunity, the community ofchoice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 Original Message From: Jerry Hight Sent: Thursday, May 24,3O1OO:S5AK4 To:'ChristineLee' <christine.greatw/aUmaU@grnaiicorn» Subject: RE: Signs Christine, My understanding is that we had decided to have the engineer provide calculations (two copies on company letterhead, stamped and wet signed) andinstaUatimndetai|sforthesi nattachmnenttothemaU.Thenthesigncontractur/insLaUer was going to provide a letter (two copies on company letterhead, wet signed) stating that the signseneinstaUedperthe engineers requirements. If the attachment/installation is different than the engineer requirements the installer was to correct the installation. Jerry EHight MCP Building Official | City ofTukwila 6300Southcenter8[VD\ Suite 100 | Tukwila, WA 98188 T: 306/431-36751F: 306/431'3665 JenY.Hight@Tukwi|aVVA.DovC2O17] hvvbVVA.gov The City ofopportunity, the community ofchoice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 corrIrnuoW DeVelopmeot ----- Original Message From: Christine Lee <chrbtne.greatxvaUmaU@gmai|zorn> To: Jerry Hight <Jerry.Hight@TukwilaWA.gov> Subject: Signs Good Morning Jerry I am very confused of what you really need for the sign clarification the installation of the 2 large signs which are vertically mounted on structural engineer reviews the anchors and bolts the installer used determination for the appropriate method of the installation to the he will write a letter with his stamp on it. . I thought you need a structural engineer to confirm the side of our building. My understanding is after and find out the weight of the signs to make the structural walls of our building. If he confirms, then As for the sign company, they will certify that the drawing they submitted to the City was the way they installed. Am I not correct? Please get back to me. Thanks. Sent from my iPhone JUL 092018 Communityt Develop 2 HOTEL INTERURBAN SIGN SUPPORT STRUCTURAL DESIGN CALCULATIONS June 25th, 2018 Prepared for: Supergraphics 2201 15th Avenue West Seattle, WA 98119 Prepared By: —CHUDGAR— Chudgar Engineering Company 1510 140th Ave NE, Suite 203 Bellevue, WA 98005 (425) 590-9650 • - • JUL 09 2UIU Community Development CHUDGAR ENGINEERING COMPANY Job No. 868 Date 6/4/2018 Project Hotel Interurban By YJ Subject Structural Design - Sign H WIND LOAD Design is according to IBC 2015 with City of Seattle Amendments and per ASCE 7-10, Section 29.4 Sign Dimensions Total height Height of solid sign frame Width of solid sign frame Height from ground to centroid of sign 163.53 ft 7.17 ft 4.00 ft 159.95 ft Parameters Exposure Risk Category Basic wind speed V = 110 mph Force Coefficient s = 7.17 ft h = 163.53 ft B = 4.00 ft Clearance Ratio s/h = 0.04 Aspect Ratio B/s = 0.56 Case = A Force Coefficient Cf = 1.85 Velocity Pressure qh 0.00256K , K zt KdV2 Wind Directionality Factor Kd= 0,85 Velocity Pressure Coefficient K, 1.39 160 ft 1.43 180 ft Height h = 163.53 ft Exposure = C Topographic Factor K,t = 1 Basic Wind Speed V = 110 mph Velocity Pressure qh = 36.60 psf 160 ft = 37.65 psf 180 ft Force Coefficient Cf = 1.850 Gust Factor G = 0.85 Design Wind Pressure P w = qhGCT P. = 57.55 psf 160 ft = 59,21 psf 180 ft 2 of 13 CHUDGAR ENGINEERING COMPANY Job No. 868 Date 6/4/2018 Project Hotel Interurban By YJ Subject Structural Design - Sign H DESIGN LOADS Number Shape 1 160 feet Total Centroid of Sign from 2 Lateral Mo at Base B (ft) H (ft) Ground (ft) Area (ft) Load (lb) (Ib-ft) 4.00 7.17 159.95 28.68 1,651 263,997 1,651 263,997 Net Height = 159.95 ft 3 of 13 CHUDGAR ENGINEERING COMPANY Job No. 868 Date 6/7/2018 Project Hotel Interurban By YJ Subject Seismic Load ASCE CHAPTER 13: SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS Seismic Demands on Nonstructural Components determined per Section 13.3. From USGS Design Maps Summary Report: Ss= 1.12 g Si = 1.240 g Sms SM1 SDS SD1 1.304 g 1.295 g 0.75 g 0.830 g Section 13.1.3 Component Importance Factor Ip 1.0 Table 13.6-1 Seismic Coefficients for Mechanical and Electrical Components Air -side HVAC, fans, air handlers, air conditioning units... a00 Rp 2.5 6 2.5 Section 13.3.1 Seismic Design Force Equation 13.3-1: Fp 004a pSDSWARpilp)*( / +2z/h) SDS = 0.750 g Ip = 1.0 a p 2.5 Rp = 6 Wp = 72 lb z/h = 1.00 Fp = 27 lb Fp is not required to be taken as greater than: Fp = 1.6SDslpWp 87 lb Fp shall not be taken as less than: Fp 0.3SDslpWp 17 lb 4 of 13 CHUDGAR ENGINEERING COMPANY Job No. 868 Date 6/7/2018 Project Hotel Interurban By YJ Subject Seismic Load Dead Load Wind Load Seismic Horizontal Seismic Vertical 72 Ib 1651 Ib 27 Ib 10.8 Ib Load combination using ASD from ASCE CHAPTER 2.4.1 Each Sign has average 4 anchor bolts Per Anchor Bolt Shear force y(Ib) Shear force x (Ib) Tension force(Ib) D+0.6W 18 0 247.7 D+0.7E 19.9 0 4.8 D+0.7E 19.9 4.8 0 Control 6 of 13 www.hticus Profis Anchor 2.7.5 1 Hotel Interurban 868 6/8/2018 Company: Chudgar Engineering Company Page: Specifier: YJ Project: Address: 1510 140th Ave Suite 203, Bellevue WA 98005 Sub -Project I Pos. No.: Phone I Fax: I Date: E-Mail: Specifiers comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (3 1/4) Effective embedment depth; het3.250 in., hnom = 3,625 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2017 I 5/1/2019 Proof: Design method ACI 318-14 / Mech. Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.250 in. Anchor plate: 1, x ly x t = 2.000 in. x 2.000 in. x 0.250 in,; (Recommended plate thickness: not calculated Profile: Square bars (AISC); (L x W x T) = 0.250 in. x 0.250 in. x 0.000 in. Base material: uncracked concrete, 4000, fb' = 4000 psi; h = 10.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement; none or < No. 4 bar Geometry [in.] & Loading [kip, ft.kip] SAFErET Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFS Anchor ( c ) 2003-2009 Hilt AG, FL-9494 Schaan Hilti is a registered Trademark of WO AG, Schaan 7 nf www.hilti.us Profis Anchor 2.7.5 Company: Chudgar Engineering Company Specifier: YJ Address: 1510 140th Ave Suite 203, Bellevue WA 98005 Phone I Fax: E-Mail: Page: 2 Project: Hotel Interurban Sub -Project I Pos. No.: 868 Date: 6/8/2018 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [kip] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0.500 0.036 0.000 0.036 max. concrete compressive strain: - Mel max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0.500 [kip] resulting compression force in (x/y)=(0.000/0.000): 0.000 [kip] 3 Tension load Load Nue [kip] Capacity N,, [kip] Utilization = N.14, N Status Steel Strength* 0.500 8.029 7 OK Pullout Strength* 0.500 4,534 12 OK Concrete Breakout Strength" 0.500 5.781 9 OK * anchor having the highest loading •*anchor group (anchors in tension) 3.1 Steel Strength Naa = ESR value it, N. N. Variables Ase),1 [in,2] refer to ICC-ES ESR-1917 ACI 318-14 Table 17.3.1.1 f.t. [psi] 0.10 Calculations Naa [kip] 10.705 Results Nee [kip] 10.705 3.2 Pullout Strength hlaa4 = Np,2500 A, a Npn,6 2 Nue 106000 4, meet 0.750 (1) N. (kip] 8.029 refer to ICC-ES ESR-1917 ACI 318-14 Table 17.3.1.1 Variables fc [Psi) x a Np2500 [kip] 4000 1.000 5.515 Calculations c 2500 1.265 Results Nee.i, [kip] 6.976 Nue [kip] 0.500 concrete (1) Nu[kip] N. [kip] 0.650 4.534 0.500 input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1.110111.11011011.1.••••••••=11•••••111M011100/111111 8 of 13 VAN% hilti.us Profis Anchor 2.7.5 Company: Chudgar Engineering Company Page: 3 Specifier: YJ Project: Hotel Interurban Address: 1510 140th Ave Suite 203, Bellevue WA 98005 Sub -Project I Pos. No.: 868 Phone I Fax: I Date: 6/8/2018 E-Mail: 3.3 Concrete Breakout Strength Ark = () ed,N 11/ c,N cp,N Nb AN.d3 4) Nth a Nua ANc see ACI 318-14, Section 17.4.2.1, Fig, R 17.4.2.1(b) 403 =- 9 1-if 11J ec.N = + 2 en 5 1.0 3 he = 0.7 + 0.3 Gaggnef) 1.0 -n 1.5he cp,NMAXCac Cac 1.0 Nb =kBKh15 ACI 318-14 Eq, (17.4.2.1a) ACI 318-14 Table 17.3.1,1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2,7b) ACI 318-14 Eq. (17.4.2.2a) Variables hei [in.] eC1,N tin] oczN [in.] [in.] 3.250 0.000 0.000 10.000 c. [in.] kc f[psi] 6.000 24 1.000 4000 Calculations Atsic [inol Awn [in.2] W ecl ,N ac2,N 95.06 95.06 1.000 1.000 Results N. [kip] 4' concrete 4) Nth [kip] N. [kip] 8.893 0.650 5.781 0,500 41 c,N 1.000 w ed,N 1.000 •11101111101.10111.11111•1•111 W cp,n1 1,000 Nb [kip] 8.893 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROF'S Anchor ( c ) 2003-2009 Hittl AG, FL-9494 Schaan Hitti Is a registered Trademark of Hilti AG, Schaan ,1•111111111111111111111111111.01.1100111Mill 9 of WWW. hitthus Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E-Mail: Chudgar Engineering Company Page: 4 YJ Project: Hotel Interurban 1510 140th Ave Suite 203, Bellevue WA 98005 Sub -Project I Pos. No.: 868 I Date: 6/8/2018 4 Shear load 0•1•101111011111111111111111111 Load V„, Capacity 4V, [kip] Utilization pv= Vuai+V„ Status Steel Strength* 0.036 3.572 2 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 0.036 12.451 1 OK Concrete edge failure in direction y+" 0,036 7.679 1 OK ' anchor having the highest loading "anchor group (relevant anchors) 4.1 Steel Strength V„, = ESR value d Veo Variables [in.2] refer to ICC-ES ESR-1917 ACI 318-14 Table 17.3.1.1 fitta (psi] 0.10 Calculations V. [kip] 5.495 Results V. [kip] 5.495 4.2 Pryout Strength VcP kcP [(Atic0 Wcn Vua AN, see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANej = 9 1 ec,N = (1 + 2 s 1.0 3 he 106000 (1) steel 0.650 (1) V. [kip] 3.572 ed,N W c,N W cp,N Nb] ed,N 74. 0.7 + 0.3c"" s 1.0 1.5he V. [kip] 0.036 ACI 318-14 Eq. (17.5.3.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) cp,N = MAX n 1.5t101) s 1.0 c ACI 318-14 Eq. (17.4.2.7b) CaN b = b AR-b hei5 ACI 318-14 Eq. (17.4.2.2a) Variables kcp he [in.] ed,N [in.] e.2,N [in.] 2 3.250 0.000 0.000 Wc,N C[11.I kc x 1.000 6.000 24 1.000 Calculations An).[in.2] 95.06 Results V, [kip] 17.787 c„.„ [in.] 10.000 fc [Psi] 4000 ANco [in.2] ecl,N ec2,N W ed,N cp,N 95.06 1.000 1.000 1.000 1.000 4) et. 4) VI, [kip] V. [kip] 0.700 12.451 0.036 Nb [kin] 8.893 Input data and results must be checked for agi era with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hitt! AG, FL-9494 Schwan HIM Is a registered Trademark of Hilti AG, Schaan "1 (1 nf www.hilaus Company: Chudgar Engineering Company Page: Specifier: YJ Project: Address: 1510 140th Ave Suite 203, Bellevue WA 98005 Sub -Project I Pos. No.: Phone I Fax: I Date: E-Mail: Hotel Interurban 868 6/8/2018 4.3 Concrete edge failure in direction y+ Avc Vcb = (Aveo) ed,V c,V ti,V paraliel,V Vb Vue Av, see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) Avo = 4.5 1 lJ ,v ) 5 1.0 ed,v = 0.7 + O. dc.21) 5 1.0 1.5Cai h,V Vb = (7 ( 10°2 4Fia ) Jirb cIP ACI 318-14 Eq. (17.5.2.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.5) ACI 318-14 Eq. (17.5.2.6b) ACI 318-14 Eq. (17,5.2,8) ACI 318-14 Eq. (17.5.2.2a) Variables cm [in.] co2 [in.] ecv [in.] 6.667 10.000 0.000 1.400 le [in.] A, a da [in.] 1, [psi] 3.250 1.000 0.500 4000 Calculations Av, [in.2] Avw[in.2] ec,V Wecl,V 200.00 200.00 1.000 1.000 Results Vol, [kip] 4) concrete $ Vd, [kip] V„„ [kip] 10.969 0.700 7.679 0.036 5 Combined tension and shear loads ha [in.] 10.000 W parallel,V 1.000 1.000 PN Pv Utilization pr.iy [%] Status 0.110 0.010 5/3 3 OK = + <= 1 vb[kipl 7.835 6 Warnings The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Amex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The V factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for deaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPH). Reference ACI 318-14, Section 17.8,1. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROF1S Anchor ( c ) 2003-2009 Hilt AG, FL-9494 Screen Hilti is a registered Trademark of Hilti AG, Schwan 1 I 1 www.hilthus Company: Specifier: Address; Phone I Fax: E-Mail: Chudgar Engineering Company YJ 1510 140th Ave Suite 203, Bellevue WA 98005 Page: Project: Sub -Project 1 Pos, No.; Date: Profis Anchor 2.7.5 6 Hotel Interurban 868 6/8/2018 7 Installation data Anchor plate, steel: - Profile: Square bars (AISC); 0,250 x 0.250 x 0.000 in. Hole diameter in the fixture; dj = 0.563 in. Plate thickness (input): 0.250 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according to 7.1 Recommended accessories Drilling Cleaning Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (3 1/4) Installation torque: 0.040 flkip Hole diameter in the base material; 0.500 in. Hole depth in the base material: 4.000 in. Minimum thickness of the base material: 8.000 in. instructions for use is required. • Suitable Rotary Hammer • Manual blow-out pump • Properly sized drill bit 1.000 1.000 Coordinates Anchor in. Anchor x y c,„ 1 0.000 0.000 10.000 10.000 10.000 10.000 1.000 1.000 Setting • Torque controlled cordless impact tool (Hilti Safeset System) • Torque wrench • Hammer 0 Input data and results must be checked for agreernent with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schwan Hilti is a registered Trademark of Hilti AG, Schoen 12 of 13 www.hllti.us Profis Anchor 2.7.5 7 Hotel Interurban 868 6/8/2018 Company: Chudgar Engineering Company Page: Specifier: YJ Project: Address: 1510 140th Ave Suite 203, Bellevue WA 98005 Sub -Project I Pos. No.: Phone I Fax: I Date: E-Mail: 1111111111 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. AN figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility, The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis, If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website, Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for a9luarnent with the existing conditions and for plausIbilityl PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Sateen Hilti is a registered Trademark of Hilti AG, Schaan 13 of 13 Jaclyn Adams From: Jaclyn Adams Sent: Monday, December 11, 2017 11:53 AM To: 'Jim Minar' Cc: Jonathan Joseph Subject: RE: Woodspring Suites Sign Permit S17-0054 Jim, I will schedule your sign inspection for March. Thanks again for being so communicative. Have a wonderful day, Jaclyn Adams Administrative Support Specialist! City of Tukwila 6300 Southcenter BI, Suite 100 I Tukwila, WA 98188 T: 206-431-3670 I F: 206-431-3665 jaclyn.Adams@TukwilaWA.gov I http://www.TukwilaWA.gov The city of opportunity, the community of choice From: Jim Minar [mailto:jminar@supergraphics.com] Sent: Monday, December 11, 2017 11:51 AM To: Jaclyn Adams <Jaclyn.Adams@TukwilaWA.gov> Cc: Jonathan Joseph <Jonathan.Joseph@TukwilaWA.gov> Subject: RE: Woodspring Suites Sign Permit S17-0054 Jaclyn Woodsprings Suites sign permit # S17-0054 will be scheduled to be installed on Feb 20th 2018. Thanks JIM MINAR • PERMIT PROCUREMENT SPECIALIST / PM L206.436.8227 0 360.789.5934 Cwww.superGraphics.com From: Jaclyn Adams [nroilto:Jaclyn.Adams@TukwilaWA.gov] Sent: Wednesday, December 06, 2017 1:12 PM To: Jim Minar Cc: Jonathan Joseph Subject: RE: Woodspring Suites Sign Permit S17-0054 Dear Mr. Jim Minar, Thank you for your email. 1 will extend both of these permits. I have a question regarding S17-0052. I removed this sign from the inspection list because I was under the impression that the sign was going to come back for revision. I have attached the approved plan set for this permit. Can you check this plan set and let me know if it reflects the sign that will be going up in January? If the signdesignheychanoedsincethbitenatkzn,vxevvU|needanuodatedp|anyet. Thank you, Jaclyn Adams Administrative Support Specialist|City of Tukwila 03OUSoutbcenterBLSuite lO0|Tukwila, VV&98188 T:3O6'43I'367O|F:ZO6'431'360S The city of opportunity, the community of choice From: Jim K4inar[rnaikojmninarasuAergraVhks.conI Sent: VVednesday, December 6,2O1712:49PIVI Tm:]adynAdanns^Jachm.Adammo@Tuhwi|aVVA.gov>;]onathan]useph=1onathanJoseph0@Tukwi|aVVA.gov> Subject: FW: Woodspring Suites Sign Permit 517-0054 | will need Isigns pemnhsextended. VVoodsphngSuites sign pennb#S17-0X]S4 Need extended toFebruary, Building isnot ready for signs yet. Hotel Interurban sign permit #S17'OOS2extend toJanuary JO1g. VVeare scheduled tuinstall this month but may Rointo Jan. Please confirm permits are extended. Thanks JxMo0INAR~PERMIT PROCUREMENT SPECIALIST /pM L2W436.8227 [360.789.5934 2 Citv of Tukwila Washington Ordinance No. c teT AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, RELATING TO DEVELOPMENT AGREEMENTS AUTHORIZED PURSUANT TO CHAPTER 18.86 OF THE TUKWILA MUNICIPAL CODE; APPROVING AND AUTHORIZING THE FIRST AMENDMENT TO THE 223 ANDOVER PARK EAST DEVELOPMENT AGREEMENT WITH SOUTH CENTER WA, LLC, A WASHINGTON LIMITED LIABILITY COMPANY; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, RCW 36.70B.170, et seq. and Tukwila Municipal Code (TMC) Chapter 18.86 authorize development agreements between the City and persons having ownership or control of real property in order to establish development standards to govern and vest the development use and mitigation of real properties; and WHEREAS, the City of Tukwila and South Center WA, LLC entered into a Development Agreement for the 223 Andover Park East Development effective the 19th day of March, 2013 and approved by Ordinance No. 2399; and WHEREAS, the City of Tukwila and South Center WA, LLC wish to enter into a First Amendment to Development Agreement for the 223 Andover Park East Development, a copy of which is attached hereto as Exhibit A; and WHEREAS, as required pursuant to TMC Section 18.86.050, a public hearing was conducted on the 28th day of April 2014 to take public testimony regarding this First Amendment to the Development Agreement as proposed; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY ORDAINS AS FOLLOWS: Section 1. The First Amendment to the 223 Andover Park East Development Agreement by and between the City of Tukwila and South Center WA, LLC, a copy of which is attached hereto as Exhibit A, is hereby approved and the Mayor is authorized and directed to execute said First Amendment to Development Agreement on behalf of the City of Tukwila. W: Word Processing\Ordinanees1223 APE DA-First Amendment 4-22-14 DS:bjs Page 1 of 2 Return Address: CITY CLERK CITY OF TUKWILA 6200 Southcenter Blvd. Tukwila, WA 98188 1111111110111111111 I 20140603000439 PAGE 001TOFu000 RD 39.00 08/03/2014 10:49 KING COUNTY, LA i Please print or type information WASHINGTON STATE RECORDER'S Cover Sheet (RCw Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in) 1, City of Tukwila Ordinance 2438 2. 3. 4. Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grantor(s) Exactly as name(s) appear on document i. City of Tukwila 2. Additional names on page of document. Grantee(s) Exactly as name(s) appear on document 1. n/a 2. Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) ANDOVER INDUSTRIAL PARK #2 PORTION OF TRACT 9 - BEGIN NW CORNER Additional legal is on page of document. Assessor's Property Tax Parcel/Account Number ❑ Assessor Tax # not yet assigned 0223100090 The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. "1 am signing below and paying an additional $50 recording fee (as provided in RCW 36.18.010 and referred to as an emergency nonstandard document), because this document does not meet margin and formatting requirements. Furthermore, 1 hereby understand that the recording process may cover up or otherwise obscure some part of the text of the original document as a result of this request." Signature of Requesting Party Note to submitter: Do not sign above nor pay additional $50 fee if the document meets margin/formatting requirements 13.065(a) Council Approval 515114 FIRST AMENDMENT TO Ordinance No.2438 DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF TUKWILA AND SOUTH CENTER WA, LLC FOR THE 223 ANDOVER PARK EAST DEVELOPMENT THIS FIRST AMENDMENT TO DEVELOPMENT AGREEMENT (the "First Amendment") is made and entered into this Hui -day of May 2014, by and between the CITY OF TUKWILA ("City"), a non -charter, optional code Washington municipal corporation, and SOUTH CENTER WA, LLC, a Washington limited liability company ("Developer"). I. RECITALS WHEREAS, the City and Developer entered into that certain Development Agreement relating to the 223 Andover Park East Development, dated March 19, 2013 (the "Development Agreement"); and WHEREAS, Developer has continued to refine the design of the proposed development; and WHEREAS, Developer has requested an amendment to the Development Agreement in order to proceed with the proposed development; and WHEREAS, due to the benefits as described in the Development Agreement the City desires the proposed development to proceed; and WHEREAS, as required pursuant to TMC 18.86.050 the City conducted a public hearing on the 28th day of April 2014 to take testimony regarding this First Amendment to the Development Agreement; and WHEREAS, the City Council, pursuant to City Ordinance No. 2438 approved this First Amendment to the Development Agreement as proposed and authorized execution of this First Amendment to the Development Agreement; and WHEREAS, the Parties desire to enter into this First Amendment to the Development Agreement upon the terms and conditions as set forth herein, NOW, THEREFORE, in consideration of the mutual promises set forth herein and the long-term benefit to both the City and the Developer, the Parties hereby agree as follows: \&-o. a°rivso,'� 1 Section 2. Corrections by City Clerk or Code Reviser. Upon approval of the City Attorney, the City Clerk and the code reviser are authorized to make necessary corrections to this ordinance, including the correction of clerical errors; references to other local, state or federal laws, codes, rules, or regulations; or ordinance numbering and section/subsection numbering. Section 3. Severability. If any section, subsection, paragraph, sentence, clause or phrase of this ordinance or its application to any person or situation should be held to be invalid or unconstitutional for any reason by a court of competent jurisdiction, such invalidity or unconstitutionality shall not affect the validity or constitutionality of the remaining portions of this ordinance or its application to any other person or situation. Section 4. Effective Date. This ordinance or a summary thereof shall be published in the official newspaper of the City, and shall take effect and be in full force five days after passage and publication as provided by law. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this 67)4 day of Tflc , 2014. ATTEST/AUTHENTICATED: `F Christy O'Fla erty, MMC, City Cle APPROVED AS TO FORM BY: it( Sh Iley M. Kers142-6a , City Attorney Filed with the City Clerk: Passed by the City Council: Published: Effective Date: Ordinance Number: - 6)414 Exhibit A: First Amendment to Development Agreement by and between the City of Tukwila and South Center WA, LLC for the 223 Andover Park East Development W: Word Processing \Ordinances\223 APE DA-First Amendment 4-22-14 DS:bjs Page 2 of 2 II. AGREEMENT 1. Building Height: Section 4.3 of the Development Agreement is hereby amended so the maximum height for 50 percent of the site shall be 190 feet. The building(s) may have no more than nineteen (19) floors. The nineteenth floor may be used for common area open space such as a clubhouse, rooftop deck, other common areas, a green roof and mechanical equipment but may not be used for residential units or hotel guest rooms. The remaining requirements of Section 4.3 remain in full force and effect. 2. Open Space: The building(s) shall have common open space of at least 45 square feet per residential unit and 25 square feet per hotel room. Common open space may include areas such as apartment lobby, hotel lobby, restaurant/bar, meeting rooms, business centers, bike storage, pet walk area, exercise room, hot tub and/or sauna, swimming pool, movie or video watching room, clubhouse including kitchen, dining and bar areas, and outdoor seating and barbeque areas. Space for the exclusive use of residents will count toward the residential open space requirement. Space for the exclusive use of hotel guests will count toward the hotel open space requirement. Space accessible to both residents and hotel guests may be counted for either requirement, at the election of the Developer. 3. Parking: The required minimum amount of on -site parking shall be 0.7 stalls per hotel guest room, one stall per studio unit, one stall per one bedroom unit, one -and -a -half stalls per two bedroom unit, and two stalls per three bedroom unit. Parking stalls that are stacked, in which some cars could be blocked by other cars, may be counted toward the required minimum number of parking stalls provided that the location of the stalls has been approved by the City's Fire Marshal and a shuttle and valet parking plan has been approved by the City administration. The Fire Marshal may approve a drive aisle width between stacked cars less than required by TMC 18.56.090. 4. Signage: The proposed development may have signage according to the City's sign code (TMC 19.20) with the following modifications: a) Canopy -edge signs may be up to 3.5 feet in height and may have up to two rows of letters. b) Projecting signs and corner projecting signs per TMC 19.20.050 are not allowed. c) Special incentive signs for parking garages are not allowed. d) Permanent building mounted wall signs: The building may have up to two flush -mounted wall signs. One sign may be placed on the northernmost wall and one on the westernmost wall regardless of 2 whether those walls have exterior public entrances. The maximum allowable message area for the wall signs may be an area up to six percent of the exposed building face to a maximum of 500 square feet. The flush -mounted wall signs may not be cabinet or box signs and must be channel -style letters and may be intemally lit and/or halo -lit. 5. This First Amendment shall be recorded against the Property as a covenant running with the land. 6. Except as amended herein, the terms and provisions of the Development Agreement remain in full force and effect. In Witness Whereof, the parties have caused this First Amendment to be executed, effective on the day and year set forth on the first page hereof. CITY OF TUKWILA, a Washington municipal corporation Date: —19-114 Attest/Authenticated: Christy O'Flaherty, MMC, City Clerk Approved as to Form: City Attorney SOUTH CENTE WA, LLC, a Washin ton limited liability company By: ar Lee Its: Manager Date: 249 STATE. OF WASHINGTON ) )ss COUNTY OF On rf.\ a-t.1 , 20 , before me, the undersigned, a Notary Public, personally appeared JIM gAGGERTON, personally known to me (or proved to me on the basis of satisfactory evidence) as the person whose name is subscribed to the within instrument, and acknowledged to me that he executed the same in his authorized capacity as MAYOR OF THE CITY OF TUKWILA, and that by his signature on the instrument the entity upon behalf of which he acted, executed the instrument. WITNESS my hand and official seal. Print Name: t)T 61E61) F-La NOTARY PUBLIC in and for t State of Washington, residing at 5 eketri, 4-01- My commission expires: 1 9/6 STATE OF WASHINGTON ) )ss COUNTY OF Kin9 On Ma/ /6 , 20 , before me, the undersigned, a Notary Public, personally appeared OMAR LEE, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument, and acknowledged to me that he executed the same in his authorized capacity, as MANAGER OF SOUTH CENTER WA, LLC, and that by his signature on the instrument the entity upon behalf of which he acted, executed the instrument. 1 A.... ....._ -........ ...... ............mhaaiiiiiip Notary Public State of Washington JI SOO PARK My Appointment Expires Nov 18, 2015 0 -,„,` • — dr • 4 WITNESS my hand and official seal. Print Name: Si Soo Pok_rk NOTARY PUBLIC in and for the State of Washington, residing at &Revak , My commission expires: Nev • / .119 4 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 PERMANENT SIGNS Building Mounted And Freestanding PERMANENT SIGN PERMIT APPLICATION FOR STAFF USE ONLY : ftJf\ ��Planner File Number : aq- CM12_, Needs Electrical : Yes / No Associated File Numbers : Zoning of Site: Commercial/Industrial esidential Number of Building Mounted Signs included in application: Number of Freestanding/Monument Signs included in application: il%pAie Other signs included in application (Dynamic Canopy Awning / Other): Text on sign will read: Name of Tenant: Address of Tenant / Business: Contractor: Contractor State License #: Contractor's City of Tukwila Business License #: Contractor Address: ZZd9I /5 Ye i) City Contact Name for Permit: 74 12 / l //✓6 j- St 44 Zip Contact Address: ac23O E '14y /�`PiG�3� St141 Zip Contact E-mail: Gyy1 t i11'r! ' . / f��Lr/k/�i:�► �,� �t� , �' Contact Phone: 2 D �0 o6 i 1.0 I HEREBY CERTIFY that the information contained in this application and the materials furnished to the City by me are true., I.. V 1 understand that if I provide incorrect information on this application or submit plans that are not correct, it could delay ipuaic� of permit or, if the permit has been issued, be cause for the Cit o revoke the sign permit. Sign xture of Owner or Authorizedgent APPLICATION CHECKLIST - REQUIRED o Valid Tukwila business license number for the sign contractor o One copy of a valid Washington State contractor's license, or owner's affidavit in lieu of contractor o Completed and signed application o Payment of application fee (Listed in current Fee Schedule) o Method of illumination — Separate electrical permit required through building division o One copy of a dimensioned and scaled site plan o One copy of drawings of proposed signs with area calculations o One copy of elevations of building walls where signs will be located indicating the location and dimensions of the exposed building face used to calculate the sign area. INSPECTIONS Sign permits are NOT scheduled through the automated permitting line Sign permit inspections are typically completed in groups once a month, allowing approximately 30 days for the sign to be manufactured and installed. Please let us know if you require more time. If payment of the job is pending inspection, please call 206-431-3670 and ask for the Planning Administrative Technician. Have your permit information available and we will complete the inspection within 5 business days: It is the responsibility of the installer to obtain the electrical permit and inspections from the City of Tukwila BUILDING DIVISION Permit Center at (206) 431-3670. The electrical inspector will need access to complete the Electrical portion of the inspection. GENERAL The issuance of some signage within the City may require a permit from the Washington State Department of Transportation (WSDOT). It is the applicant's responsibility to obtain all required permits from the appropriate government agency. For information on permits that may be required from WSDOT call (360) 705-7296. The issuance of a sign permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the City. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the City shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Director of Community Development from requiring correction of errors in the construction documents and other data (TMC 19.12.020 (C)). Pursuant to TMC 19.12.1.50, sign permits shall be valid for 180 days from the date of issuance of the sign permit. The Director of Community Development may approve one extension of up to 30 days if a written request is submitted to the City BEFORE expiration of the 180 day period. Worksheet o Building -Mounted Signs in Comme -c*al ndustrial Zones The City's sign code permits a variety of building mounted signs, including wall signs, signs on awnings, canopy signs and projecting signs. This sign permit application can be used to determine the total number of building mounted signs permitted for your business. The application also provides the specific code standards for the common types of building mounted signs; see TMC 19 Sign Code for details. Please note that you may not qualify for all signage types outlined in this application. Wall Sign Each public entrance is eligible for either a flush mounted wall sign or an awning face sign. In some cases an additional wall sign maybe permitted on walls that do not have entrances, see Section 2 of this application. Use the table below to determine the maximum permitted size' of your wall sign: Maximum Sun Area AREA =•- (L x H) of Exposed Building Face (EBF) in square feet = Permitted Sign Area 0-500 EBF x.05 or 20 square feet, whichever is larger 501-1,500 (EBF-500) x .04 + 25 square feet 1501-3,000 (EBF-1,500) x .03+ 65 square feet 3,001-5,000 (EBF-3,000) x .02+ 110 square feet Over 5,000 150 square feet maximum Wall Sign Worksheet *To meet requirements, please refer to the information and tables provided in this document Sign #1 Sign 413 Sign #r Reserved for City Use For more detail see the Sign Code Language, TMC 19.20.050 A. A I C.4,7 / iddii ,5J rt (use add'I sheet if needed for add'l signs) Wall Area &..7,4s,/,6,2) / 3 7/ 17 041j 30, k Of ' / .-3% 25 9{ V The size of the sign is based on the area of the wall fronting the tenant space where the sign will be located, see 19.08.110. Maximum Sign Area 50 c , - Calculate the maximum sign area allowed for the wall from the table above. Proposed Area of Sign , • 20 5' , 47/2(41 0 , Calculate the area by drawing one box around the entire sign face or copy using 90 degree angles. Sign Copy ,_, j A 0 iplAs List what the sign will say (for example: name of business). Me I romr., 1 This table is inapplicable if your site is covered under an approved Master Sign Program and in-iridatase in sign area was granted. Incentive Signage Provision Businesses may be permitted additional flush -mounted building signage on walls fronting their tenant spaces that do not qualify for the signage described in Section 19.20.50.A, under the following circumstances: a. The business or use may not have any other building -mounted signage oriented in the same direction as the incentive sign. b. Architectural interest must be provided through at least one of the following methods: 1) At least 50 percent of the wall area between the height of two and seven feet must be transparent with either an unobstructed view into the business or use, or a display window with a depth of at least three feet. 2) Architectural detailing consistent with the building design using changes in color, materials, texture and variations in the wall plane. 3) Artwork such as mosaic, mural or sculptural relief over at least 50 percent of the wall surface. 4) One or more trellises covering at least 50 percent of the wall area between the height of two and seven feet, planted with climbing vines and other plant materials in a planting bed at least two feet in width and provided with permanent irrigation. 5) The allowable area of the sign is 50 percent of that calculated in "Table 22 — Allowable Message Area for Permanent Wall Signs in Commercial and Industrial Zones." goo 40 \ ,c)( 21' 67 50 2 See table on front side — "maximum sign area" Approximated weight:1015lbs Front View Sc ;1,-0„ superGraphics a division of GM Nameplate 220116tdAve.Wed Seakdeigton 98E0 Phone: 206.284.2001 • Toll Free, 800.219.8784 Fax206,284.8510 wwwaupergraphics,conn Sign 3 & 4 Fabricate and install: (2) exterior single faced illuminated pan channel lettering signs. 0 "HOTEL INTERURBAN" logo to be aluminum pan channel letter construction, painted Turquoise to match PMSI 3282c (satin finish) and White (satin finish) 0 2' retainer to fabricated out of D aluminum, painted Turquoise 9 to match PM54 3282c (sat'm • finish) and White (satin finish). 0 Letter faces to be translucent polycarbonate• White, and "T" Shapes to have first surface applied translucent 3M Scotchcal vinyl- Turquoise 43630-236, Back -lit illumination of lettering to be LED's white 5100k. Power supplies to be remotely mourned within aluminum boxes above parapet wall. ® Power to sign by others. e Mount individual letters to 2" x 2' x 1/4" steel square tube stringers with (6 to 8) per letter 3/8" carbon steel zinc plated bolts Into drilled and tapped square tube receiver holes. 2" x 2" x 1/4" steel square tube stringers. 2" x 2" x 1/4" steel angle dips welded to 2" x 2" x 1/4" steel square tube stringers. attach to wall thru steel clips with 1/2' x 5" expansion bolts 4" embed Paint all to match wall Dow Corning AIIGuard• Petoskey (satin finish), -Power Supplies n remote aluminum box 0 a a 0 2'x2"x1/4" steel square tube stringers 2" x 2" x 1/4" steel square tube cross members welded to square tube stringers S'• 2" x 2" x1/4" steel square tube stringers 2'x2"xl/4"steel square tube stringers 2"s2"x1/4' steel angle clips welded to 2" x 2' xl/4" steel square tube stringers (6 to 8) per letter + 3/8" carbon steel zinc plated bolts. drilled and tapped square tube receiver holes 2 x2 x1/4"steel square tube cross members welded to square tube stringers 2" x 2" x 1/4" steel square tube stringers Seam —stringers 0 2" x 2" x 1/4" steel square tube cross members welded to square tube stringers 2" x 2' x l/4" steel square tube stringers Seam !ringers 2" x 2" x 1/4" steel square tube cross members welded to square tube stringers 2"x2"xl/4"steel/ angle clips 2"x2"xl/4"steel square tube stringers Back View• Attachment structure Scale 1/8'=1'•0" 0SF 190 SQ -' RF0 256&5 0 Revision date; 05-02.1 0 2" x 2" x 1/4" steel angle clips 2" x 2" x 1/4" steel angle clips Front View Scale 3/4" ;1'-0" 1'•2" 1, 26'4 3/16" ootage 159,76square footage 52'•6" Square Footage Calculation scale vis (6 to 8) per letter + 3/8" carbon steel zinc plated bolts. drilled and tapped square tube receiver hole (6 to 8) per let er 3/8"carbon kt el zinc plated dol s. drilled and tap ed square tube relievers 2"x2'xl/4" steel angle clips welded tot"x2'xl/4" steel square tube stringers 498.77 total square footage 2'x2"x1/4"steel angle clips welded to 2" x 2" xl/4" steel square tube stringers 1/2" x 5" carbon steel inc coated expansion bolts, 31/2' • 4" ember 1" x 1" x 1/4" steel square tube stringers -2' x 2" x l/4" steel square tube stringers --1/2" x S" carbon steel zinc / coated expansion bolts, 31/2" - 4" embed Side View Scale: 3/4" =1'-0" Building backgroun shear walls for the II is Dow Coming htp:Ihvww.vellec SMEAR O West Elevation• Sign 3 scale:1/32" =1'-0° (6 to 8) per letter 3/8° carbon steel zinc plated bollsarilled and tapped square tube receiver holes DONOTll CENSCrassnt iYDiAO 2" x 2" x1/4" steel square tube stringers (6 to 8) per letter 3/8" carbon steel zinc plated bolts. drilled and tapped square tube receiver holes 2 x 2" x 1/4" steel 2" x 2" x1"4" steel angle clip3Ts•tl angle clips 1 1 1 1 1 1 1 1 1 1 1 1 1 _LA N 1 2"x2"a1/4"steel angle cli9�.P 2"x2"xl/4"steel square tube stringers 1/2" x 5 carrbon steel zinc coaled expansion bolls, 31/2" 4 embed 2" x 2" x 1/4'steel angle clips 1/2' x S" carbon steel zinc coated expansion bolts,3lir- embed superGraphics a division of GM Nameplate SG p FILE NAME " ".a. Sale_ a11/i3(or pI 11,; 0 - CLIENT INFORMATION INTERNAL INFORMATION: PAGE: 6 of 8 BIT REND (6 to 6) per letter 3/6" carbon steel zinc plated bolts. drilled and tapped square tube receiver holes-, 2"x2"s1/4"steel angle clips ,2 v Btn IfV,'fAAT ' 0 /—fNAQEET MOWS {/ / ' iFST. FANALTERNIE ��BS LMJ ✓T i[i[ —WNOr11r CEBEE113 TBNO SMEAR WuLSECNOM 3 at 0,1 (6 to 6) per leter 3/9" carbon steel zinc plated bobsdrilled and tapped Square tube receiver holes-\ Y4tn 104 0 SME1RwkLSECnION wI Nrrtv ��NorthElevation• Sign 4 "Scale:1/32"=1'-0' �� r 1/4" steel square tube stringers 2'x2'' I/4"steel angle clps P —¢sm0 2" x 2" x 1/4" steel square tube stringers dap 1/2" e S" carbon steel zinc coatedexpansion .4 -I bolts,31/2 -4'embed —(41 00FVERT$ ,--NOE,FEET i CsrrruVE$ 1/2' x S" carbon steel zinc coated expansion bolts, 31/2"- 4" embed superGraphics SG a division of GM Nameplate : 0 FILE NAME o.. o- I- u 0- CLIENT INFORMATION INTERNAL INFORMATION: �e l 1)o(el i1Lertohon Shcei C ny 1'icfoE M �t ..ier Design r2 �'9aha� 257,0"+. DIV ' " 41:I„ WI .loilZHIVI ' — , 91Z111.60 — Il. IV Pe LaCOMM ty *OW nor. rag """" L , Att i a 1 C4COCTLC,CC,vvCCCCCCCCCO,'C CCOLCO4,CCCCCCCCVCOC CC\CCCCO t VatrovC C va L' • , C siVerGraPhics a division of GM Nameplate IN] or ono. rriZ 0 ' 4 ACIFIRCA NAMPA te6fITTAr Attv, 6 t VITILAYAASSACIat 4'" re, c CICIC C.0 CCCC COCO icct " ** ;I . , rb..00 WAGE SITE: LAWLOR. VISTNAS 51))41JAC nsious LEVEL* MAULS COAPACT ITOSTALLS LEVEITMEE ALL AOISSIBLE 0100 LEVELF001 al STATIC SUBTOTAL 118TALLS STOW CIRCA KU VAN'S VALET Irsoua TOTAL USSIALIS TOTAL 203STALLS_ Site Plan Wirtl0.100.111 LANDSCRE CALCULATIONS: mooluocsannotanawrau not Tiov FROVTACELVOCREPROVIEll 1144V ILICADASITELVOCAPRECIARFETICSKPLLIAAINSTALLS tag AgtiCASITELVECAXPROLIDED 4Il4 North FILE NAME 0 c 110411,06. " ti,W.7111.r COMMON OPEN SPACE CALCIAATIONS: racelosovisfAct gawp 255,011,5 POP ISISSA KTILCDINCRitaltirACENOVVJELT MATRON. 7,5129F KOMALOCIL 4,1105F 111101POR ARV TOTIAISOltiG.0/41(AiOPENSPALEPACiLE 1TARSP ANITIOTCONONCCEX9PACE MIME 458FAALT t45VA VI IMF APARTIANICOACIONTENSPACEPRONDE 5VAISF SECOMACCIL 277154 19111FOR BASF AlltALMAISITES atm LISZ5 SCERANTAANAPEMIA (Al/LACIATIOCOOALVC LOAF TOTkAPARTAIENTC0111010FENPLIAMEtt 14115f CLIENT INFORMATION INTERNAL INFORMATION: Cod, , J:ty adt SIGN 11 SIGN 00 WW1 RECT. AN 17 i011 Community Development rIbbbrbrer. Tr, sr?, irIrrordr:r1 to IN: brObbrO K.:Ora:Kir Orr rriorabirOrobrbOrOrrOlbri,l'Alro rrbrorai CoP ;v:4; Of bOrd,Wf PAGE: 1 of 9 Site Plan. Aerial View v Scale 1/32" • • /, I' r• 01 e 1 - ‘,• 1880"+- , " " r E&E 1. „.....,- In L 1:11 ..., , f ci .44 ao: ir .k-1 1-1 '.1-1,14.1,i,._1 ' - East Elevation Scale' 1/32" e SIGN RC Alf) 17 nil Community Development IGN I 11. West Elevation Elevation Scale 1332 SU rGraPhiCS a division of GM Nameplate EQ 00 • SIGN Total Square Footage: 49 EO :1r Tj1lfFr,E 0 [01 111 Ei Eli 1..71 ''',1-', LIr r: Lil lir., 11 -T Lii ,.—I..1 ....1—; F.A...; ,... ,.,....4 ...A., i i.,.., ware Faotage 495174 3'3 "TT' : - SIGN c:IL.'H ,!FT:HL.LI fi,:i 11:_t __:11-1' LTz .:1:j L.,,t„,1 T____ j i 11 117 7 71 '', i 1..,:i '1,, ....:. 1-1, - 77 7 ...a .... a , a 1 I.E ........ ...... ".,... .1 I'l r-LIJ 11- . : I. r.itt ...... :—..,..1 L. North Elevation H Scale 1 3; - 1 0 I E' 661dt FILE NAME CLIENT INFORMATION INTERNAL INFORMATION: • 18282V11o.(e Enteurban. C cif Landrnark1-17L Saes C,ndyVctor 0 Address AM: 9ti E.,i,er East• - E,:Des.gr Mark Mahan cli'C-vccrco PAGE: 3 of 9 ®West Elevation Photo Simulation Scale: NOS superGraphics division Nameplate Nameplate hinalor [10 18 2001 800 219 8784 wwwsupergra phics.com itemrban INFORMATION Address Andove Tukwil Id It`eb'il��e` Andy evin R Cr VE pus 17 nil Comm niiy Dev pmeflt qpy ``h�tmaarnorhaltoth magi d�daerty,oldta t eatorlstio'jtem ion twOucedwtlwot provonsuntmb, .th¢,tens,araanetl 4ame*Andlor'Y's 136GNuamealate(uwefraphiaalidghtsraserved. iga,signage4n0,M 6,,t,g, uinybKata t to meotllPmqu6emenliaabilabeledaawdtng;.aallUt tukel hicsse ,ntndad to beiiistalledlnasmrdxue vhpitaawr.krrntsnl4AkIo600Athinatmal Electra, Codei40o mdis. ihsntMzkbwetnyeRhe Ipn rrj 230101 `�AFront View Scal217 _ 11-0" Sign 1 Fabricate and install: (1) exterior single faced illuminated Pushed thru acrylic lettering sign. 0 Cabinet to be an e>ttrLded alaminr,m consiruction Painted Lignt Grey to Inalei, PMS9 (color TBD)(satin linish; `AIRMARk APARTMENTS` lettering and Scorelines to be routed out of aluminum face with I" Acrylic. Clear letters step routed pushed thru aluminum face, leiter edges to be sanded frosted edges. Faces of letters to have first surface applied opaque 3M Scotchcai vinyl• Matte Black 03650-22. Back with a sheet of translucent Polycarbooete-bWhite. e Backlit illumination of lettering to be LED's white 5100k, Power supplies to be mounted within cabinet. Power to sign by Cdheis. Mount cabinet bush to face of canopy 3vi1h (1013i8' toggle boils or 10, 3:8" lac screws Into structure. ace a division of GM Nameplate 2lincs 6f- IR APAAT_1tEI ASquare Footage Calculation Scale.3,8' =1 0 173 ROOMPOICERAMS TS 3,31s trofc( 1 Total Square Footage:24,83 '''j s 000a OEntrance Elevation View Stoic 316 =1.0 o FILE NAME N 820 ' li Nst 0 to ROOF SYSTEM ©Entrance Elevation View Scale 3161.0" CLIENT INFORMATION INTERNAL INFORMATION: Ldndma R Hotel Scies ndy' O'1Cior Side View Scale 1/2"=1'D., Section View p, 2ND FLOOR S 14'.0" ALUMINUM STORE FRONT SYSTEM 1ST FLOOR RECEIVED A11g1720n '�� .ast f 01,5 cr. 4 3 torsi. r.,,,nro w.,.el. ewad,., n.All a:fx, tl:. ol¢p,,QPIN o�EN PAGE: 5 of 9 F OPlan View Scale 3 8' = I -0 A Front View W Scale $..8" A Front View- Porte Cochere w superGraphs a division of GM Nameplate SG 21-6" carm.), ware)" Total Square Footage.. 29.38 FILE NAME N 1-. rt:, 0 CLIENT INFORMATION C — ddneso r- Channel letter 11 gauge formed steel tasma band 2'M xl/Fmmire vv.ay Power supply aluminum box Power to aluminum box by &O. 4 O Section View Scaly 3 8 Sign 2 Fabricate and install: (1) exterior single faced illuminated pan channel lettering sign. 0 'HOTEL INTERURBAN' lettering to be pan channel aluminum constructIon. painted Charcoal to match PMS4 Black 7c satin finish).1" trim cap to be Black. Letter faces to be ttranskicent acrylic,. White 47328. Backlit jlumination of lettering to be LEDW white 5100k. Power suppEies to be remotely mounted ithin aluminum boxes, behind sign fascia band, Power to sign by others. Mount individual letters to face of canopy voth1/4'x r self tapping sheet metal screws nf0 panel. HOTEL INTERURBAN INTERNAL INFORMATION: Saros C 414 oi Des.jr w- Porte Cochere Elevation • .mcv.Ciclecc. ,Cc's ,h311 c c 1 PAGE: 6 of 9 7- APPrOMd.',ed ,NKiht:1100lbs A Front View V Scale 1:8 ,1.0 superGrapIcs a division of GM Nameplate 1S 11'41 Sign 3 & 4 Fabricate and install: (2) exterior single faced illuminated pan channel lettering signs. 2 rV,r,c, :o 'atcricac&d alLnino paved Charcoa,;() ,-.154',:clack 7c (,a',111 ^imsh; eetter :a Ice trarslx9r Polycirbery ,Atte 5100k oici ,E1. apecrfdlo'Ai boxo alta,te par 0 Power to sign by others. Verify circuits required. ago( uit -Pc,,fier SupPiles in remote alumnum box argie Qtnrclyr A Back View- Attachment structure V Scole B'' ' 13 A Front View V 4 c• 1-0 26,7' r5quare Footage:166.15 1 17: A Side View w Scale. 3/4' Square Footage 333 59 7 3'31'1 A Square Footage Calculation vSl0, 14 FILE NAME CLIENT INFORMATION INTERNAL INFORMA HON: 0 el: _In Jr' . es C co10 cty 0 j oo • Total Square Footage:499.74 1 2' 2 1 4 KeEl vgle 14er3 1,2 expan,dor 11/2 embed c-rit 2'' 1" A 1/4." angle stringers 1/2c Hilt! expansion boltr, 11/2" embed +4c',17!c: gq PAGE: 7 of 9 AWKS m wis OWest Elevation scale 1,32 _ ] O a division of GM Nameplate , r; el c EI P ®EAENO '.. SHEARWA1SECTION 3 air.'.,r,ea. Y 9' EXCI.Rm Ere WNORAlRO$$1 EE CENTEACROSS➢E �--7ni. TYPINO angle SlrIngee. E2'P t t C t _ &iM ➢ESiWNEAE WEAEYO rvt r AItERNAIE CROSSIIESIYPUNO 0 SHEAR WALL SECTION Ver PONOSAIiERNAME aNRCROSSPE r,.t 14 Vice ry e' tints MVO ;.I (. rleS _nr, 4� 0 Tip. FILE NAME " 18282 ry 1 Nora, Interurbal 0 N 1 l 11. []RO','ISOFel@ FCCBTWNTES EIITII bcii ITIPOWSOFVEAiE@ HOPIZEFiVP ICa 6M'Ni1ES CLIENT INFORMATION INTERNAL INFORMATION: eat Las .ctor we . arlr' ,_t Des ai ark Mahan PAGE: 8of9 North Elevation 0Scak ir32, 1 I0' a division of GM Nameplate r•97 TISP9 98M EA END N - MEANATE CR _ CADSSTIESP0 /1 1`1'"T i / r OSHEAR WALL SECTION i917 r9'O3iCCtA iVP DOMETAUEANATE CENTER CROSSTIE PP UNO Bribe vru,gers •S U.C, I:S AVERTS TYR EA END I'1 SHEAN WAIL SECTION rr nr r� TIES PPNFAf 0 FILE NAME N 18,282 Hot, 40 0 ..1]..unmrum CLIENT INFORMATION �rbair ent Landmark Hote Addr ss 2; Ilndover t'.,rk Enet sxeTwNn[s 1 1 r Ifi 4. .. Y —6 I r o r i i l i l 1 u I FI^r JoIls I r embed QIACWSOF VERTS§ HOW EFh9 tfi'CCRIMES • INTERNAL INFORMATION: Swales Cnd� lrstor w me1 tle I MarC M� r�n PAGE; 9 of 9 9 upifirgirt Iwo covivi5)ff 6' ' Sign 3 & 4 Fabricate and Install: (2) exterior single faced Illuminated pan channel lettering signs. 0 'Rota INTERupsp." *tering to be ekiirintim pan mime; tratson. painted Charcoal to match 045# glaiik Sc atin 0 2' ietaiile,s ateicated out of eltiveiril painted Cheribial meth P556 Mack Pc (.9to, finish). Lette,facar to be transiticent olycarboriatei White Bejiliti iIli6t ,,,flette,ing to be LEOP white POTk 0 Power PPP6eP b beri.?1,,i±te4y mounted within alumina hciees above parapet ivall PcwertcgP 56 66556Verify circuits required. omm„, ,,,d,vo„a, lettere to 2" y 3tee1angle 4iliingers. which attach to well mounted stringere witii 1/2" N stroliers to 41tach 1vs6 441111,11' 144, oxperiion bolts ' embed Paint ail 66 match wail (satin tgii5115 Arip,mirnated wjht. 075Itv A Front View V Scale 11.4' superGraphics a division of GM Nameplate Crovier SuppliaS in remote 4iiiminoi box 2'' 2" I/4" veal angle qnngeb - Atte(tinetnt point; 5 61 51,11 5 8" Back View. Attachment structure S^,le650" stot-tfr) '5 Front View Scale 2/4' 2E22 3/lE2 i'ifri MN= 526" Square Footage Calculation v CLIENTINFORMATION IN" I RNAL INFORMATION AU6 171011 Community Development A Side View w sok. 314" l'.o" pi 495 62 total square footage ye° 1 ( J 4 r '961916 1A" steel tringets 1/2" Hilt eariaasios bo ii/22 embed 41010100 2" 2" e 1/4' 65191 anigle gringers ts /2" HIJS 56pag5ice bolts 1/2" embeq PAGE: 7 of 9