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Permit D15-0198 - ROUND ON BOWLING & AMUSEMENT - BOWLING PIN FOUNDATION
ROUND ONE BOWLING & AMUSEMENT 2351SOUTHCENTER MALL D15-0198 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT Parcel No: 9202470010 Permit Number: D15-0198 Address: 2351 SOUTHCENTER MALL Issue Date: 8/27/2015 Permit Expires On: 2/23/2016 Project Name: ROUND ON BOWLING & AMUSEMENT Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, OK, 92013 Contact Person: Name: SHANE LABETH Phone: (405) 609-6161 Address: 1601 SW 89 ST, STE G100 , OKLAHOMA CITY, OK, 73159 Contractor: Name: BARSTO CONSTRUCTION Phone: Address: 1601 IRON STREET, NORTH KANSAS CITY, MO, License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: CONCRETE FOUNDATION FOR BOWLING PIN STRUCTURE Project Valuation: $5,000.00 Fees Collected: $324.62 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know t e same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development perm' and agree to the conditions attached to this permit. Signature:_ Print Name: Date: vs This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: This permit subject to any conditions of approval under L15-0047, landscaping permit to screen bowling pin from view of public right of way. 2: 'BUILDING PERMIT CONDITIONS' 3: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 4: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0201 FOOTING 4046 SI-EPDXY/EXP CONC CITY OF T L--. WILA Community Development Department Public Works Department eV • Permit Center 6300 SoutheenterBlvd., Suite 100 Tukwila, WA 98188 htfi)://vvww.TukwilaWA.goy s CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION 1 1/1/V King Co Assessor's Tax No.: -- --tt Site Address: t G Suite Number: �� Floor:_Zt.J[ Tenant Name: 1 4A. New Tenant: ..... YesX. PROPERTY OWNER Name: Address: Zip:161 City:S� Sft ¢t) CONTACT PERSON — person receiving all project communication Name: _ t � eel-ff, s•,[o a� Address: [toot 1� '�3 IState:o�" City: Zipl o sl Phone: S aq 6(bt Fax: 4,5L.1 4 a`, Email: eA `d . GENERAL CONTRACTOR INFORMATION Company Name: Address: ell V614 City: State: Q Lip'm Fax: Phone i �� Nk Contr Keg No.: Exp Date: Tukwila Business License No.: 4: _Applkviu—F—.-Apph-tkmn on Liar 2011 ApplicatwMTMnit Application R—ed- 8-9-1 Ldocx Rc -iml: Augur 2011 bh ARCHITECT OF RECORD Company Name: CWVW Architect Name: Q Address: Gr O, CW eq*- G(oco City: J State Lip: "IV Phone: `Q e4 t Fax: V b g Email: Q j„ eA "VA ENGINEER OF RECORD Company Name: Engineer Name: Address: 9 Vi I (v .K, CityfA=WWA State: Zip- 5C o Pho U S!;5,t 1 Fax , Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19-27.095) Name: Address: City: State: 'Lip: Page I of 4 r'' BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): S 5PO-21 OQ Existing Building Valuation: Describe the scope of work (please provide detailed information): f �*Wj 7WA C-AA �6M t&C*44W'1�064 1+ 4ej"-46%4 t��bv 0J., ICJ L. Will there be new rack storage? El ..... Yes op< No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l gt Floor 2`4 Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For anAccessory dwelling, provide the following: 4— Lot Area (sq tt): Floor area of pr tldpal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the prince al owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑....... Yes .X...... No If "yes", explain: FIRE PROTECTION/IiAZARDOUS MATERIALS: ❑....... Sprinklers ❑...... .Automatic Fire Alarm .....None ❑.. .Other(specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes ❑....... No If `;yes', attach list of materials and storage locations on a separate 8-112" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on-srte p `c system, provide 2 copies of a current septic design approved by King County Health Department. HAApplicetionsTormc-Applications on Linc\N11 AppiicaiivnsiPerm" Application Revised - 9-9-r l.&o Re�ilM: August M l Page 2 of 4 bit PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERT1W THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW T11E SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON. AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Print Name- Mailing CZ Bate: _ Day Telephone: 45' Z stare zip n:.Applicaiioa¢tFomu-Applicuum On Linet2011 ApplicWiomTmrit Applicaion Revised- 9.9.11.dm Revz.d: August 2011 Page 4 of 4 be DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $324.62 D15-0198 Address: 2351 SOLITHCENTER MALL Apn: 9202470010 $324.62 DEVELOPMENT $315.20 PERMIT FEE R000.322.100.00.00 0.00 $188.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $122.40 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $9.42 TECHNOLOGY FEE TOTAL R000.322.900.04.00 0.00 $9.42 Date Paid: Wednesday, August 05, 2015 Paid By: SHANE LABETH Pay Method: CREDIT CARD 501074 Printed: Wednesday, August 05, 2015 2:37 PM 1 of 1 R SYSTEMS I INSPECTION RECORD Retain a copy with permit INS LION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.. #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: I Type of I tion_ ; O A�3 �, f, ���� Date Called Special Instructions: Date Wanted: a.m. I,— ( p.m. Requester: C r Phone No: Inspector: K�—� Dater— 19 (I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M,, INSPECTION RECORD Retain a copy with permit INSFMION NO. PERMIT N0, CITY OF TUICWILA BUILDING DIVISION 6300 Southcenter Blvd., # i00, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: I Type of Inspection: 51 g 0 u — Address: 21- C Oil f L-(-f)14 Date Called: Special Instructions: Date Wanted.p _ a.m. Z �� 7 p.m. Req ter: here wL i Phone No: 606 Z--31] t__.J Approved per applicable codes. El Corrections required prior to approval. 6,)-- Inspector: K� _ IDate: --a , ( mil — f 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C INSPECTION RECORD Retain a copy with permit ID (S o (qs, IN&nCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 4.31-3670 Permit Inspection Request Line (206) 438-9350 Pr�o,7ject: Type of Inspeftio n: (�64 ea Address: Date Called: Special Instructions: Date Wanyz:2,q—(S- d:a.m. p.m. Requester: J-q C(5b Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r CODE COMPLIANCE APPROVED s.� AUG 2 5 2015 4 l,0 4� / of Tukwila Loctt&WIb0iWG DI ION, - I+ singe, surtace mount light fixture. Fixture to mount on EIFS face just below the red cornice. Refer included cut sheets. .j- WWI --' 0 15(tft InCvi ho4o, Unit 4,,'1� st,n olio: cr. �afl;c+ ni.,n la•,r step+ n • M A S C A P E= LS431 LED Centria Wallmount -Ksr htmanma " optl¢Ocva` The LS431 LED is a visually compact, surface mounted luminaire, suitable for use where a remotely located driver can be conveniently housed close by. With its low profile design and suitability for direct and indirect lighting applications, it is suitable for a wide range of architectural environments. Choices of beam angles, light and glare control accessories are available. Specifications Lamp Source 16 W or 27 W LED o White (4 300 K typical) Warm white (3000 Ktypical) 13 Blue (470 nm) Other colors by request Approved Use Suitable for wet locations IP Rating IP66 / IP67 Construction LM20 die-cast marine grade powder coated aluminum Accessories LS6065 Linear spreader lens Order separately LS6066 Prismatic lens LS6067 Concentric louver LS6104 External glare shield Remote Drivers Refer to Technical Data section Order separately for application specific options Ambient Operating -40 °F to 122 °F (40 °C to +50 °C) Temperature Photometrics Refer to www.lumascape.com Any luminaire can become hot - take care with appropriate use and placement E L 0 m IM [IP66] FIP67] c(S[. CADtlatails Intertek LS431 LED Centria Remote driver required (order separately) 9.3" 1237 mm) 1.8" (46 mm) 2.91" (73� 82mm) m E @0 30� LS6104 External glare shield LS431LED T � T LAMP OPTICAL SYSTEM INPUT VOLTAGE FINISH Description Wattage Color Code Description Beam Code Description Code Description Code LED 16W White 16W4 Adjustable Narrow 14` NR 8E1t1 Remote constant current driver Black CB (4300 K typ.) +1+Remote driver quoted separately. Suitable White CW Adjustable Narrow Medium 25' NM Warm white 16Hii NEMAenclosurerequired - by others. Silver C$ (3000Ktyp.) Adjustable Medium 30° ME Blu1470 nm) 16B4 Adjustable Linear Horizontal 40°x 20° LH111 Adjustable linear Vertical 20°x40° LV1,1 LED 27W 'Whi27W4 17)Refer tobeam orientation diagram. 4 � (4 3000:K typ.) Warm white 27H6 (3000 K typ.) Blue 2784 (470 nm) I- I a i@ LS431 LED Photometrics Wallmount Photometrics Photometric data is based on test results from a NIST traceable testing lab. IES data is available at www.lumascape.com. Note: No depreciation factor is applied to the data shown. Polar Candela Distribution Illuminance at a Distance LS431 LED 9878 " 18� C 0° C 15° C 30° C 45° C 60° C 75° C 90° ft Comer Beam to Boom 0 1t1 4 300 K j. 160° gg° 0 0 0 0 0 0 0 ; / �°' 1 I 5 395.1 2ft 100, 0 0 0 0 0 0 0 25' Beam Angle �40° 1101 0 0 0 0 0 0 0 7409 j f' 10 98.8 4ft t i X i 439 � 7 ft Power Input 30 Lumens 1761 Efficacy 59 Lm/W t't To approximate warm white data, multiply by 0.84. Refer web site for IES files for all color temperatures. 4939 \ > 120° 130° 5 5 5 5 6 9 12 i � yY 140° 44 55 56 54 48 51 53 25 15.8 11 ft 110° \t 15g° 130 125 127 125 130 131 129 30 11 13 ft 2470 l j i ,00° 160° 656 701 752 822 911 935 924 40 6.2 18 It 170° 5846 5894 6178 6350 6519 6685 6777 1 L 90° 180° 9878 9878 9878 9878 9878 9878 9878 50 4 22ft 0 C-01 Polar Candela Distribution LS431 LED 5463 171 160, C 0° C 15° C 30° C 45° C 60° C 75° C 90° 7-90, 0 0 0 0 0 0 0 4 300 K1'1 150° ?' 1ao° o 0 0 0 0 0 0 30' Beam Angle 4091 110° 0 0 0 0 0 0 0 Power Input W 2732 -/ 120° 130° 12 11 9 8 8 8 8 Lumens' 140° 49 46 46 51 49 47 48 Efficacy t366i,150° 306 288 278 278 279 275 264 To approximate too ° 160° 1397 1357 1342 1309 1282 1282 1305 data, multiply by 0.84. Refer 170° 3809 3762 3713 3682 3660 3661 3673 web site for IES files for all - L 1. y go - color temperatures. o C-01 180° 5463 5463 5463 5463 5463 5463 5463 Polar Candela Distribution fee° 170o CC' Cis* C 30° C 45° C 60° C 75° C 90° LS431 LED 5107 16U° (1) i -7- 150° 90° 0 0 0 0 0 0 0 4 300 K too* 0 0 0 0 0 0 0 too° 20' x 40' 3630� - Beam Angle 2554 i Power Input 31 Lumens 1576 1277, Efficacy 51 Ln2rW 1 To approximate warm white data, multiply by 0.84. Refer ■ C-01 O C-90° web site for IES files for all — color temperatures. Beam Orientations 30° 110° 0 0 0 0 0 0 0 120° 0 0 0 0 0 0 0 t 20° 130° 9 8 7 7 13 18 23 140° 25 25 28 42 80 124 141 n o° 150° 119 127 166 272 439 612 695 too° 160° 843 886 1045 1327 1702 2141 2318 I — J 90° 170° 3095 3166 3352 3661 3986 4209 4278 180° 5107 5107 5107 5107 5107 5107 5107 Illuminance at a Distance ft Comer Beam to Beam 0 5 218.5 3ft 10 54.6 5 ft 15 24.3 8 ft 25 8.7 13ft 30 6.1 loft 40 3.4 21 ft 50 2.2 27 ft Illuminance at Distance it to Beam W Beam L Boem 5 204.3 2 ft 4 ft II, 10 51.1 4ft 7ft 15 22.7 5 It lift 25 8.2 9ft left 30 5.7 11 ft 22 ft 40 3.2 '1 14 it 29 8 50 2 loft 36 it i I Beam Orientation Beam Orientation for the "W optical for the "LM' optical / system system Transformer and Remote Driver Compatibility Technical Data Remote, Constant -Current Drivers for LED Luminaires Generally speaking, the use of a remote driver is undesirable, except in some specific situations such as when the driver can be housed immediately adjacent to each luminaire (i.e. in the junction box the luminaire is mounted to), or when a luminaire has no option for a driver to be placed within the luminaire itself. The term "driver' here refers to a device that directly powers the LED inside the Luminaire. The 'driver' requires that luminaires be wired in series. This device will put out a'constant current', which is required by the LED itself. The following list of drivers are for use with luminaires specifically described as requiring a remote constant current driver. Compatibility will be noted in the ordering code of the luminaire concerned, and will typically be referenced by Voltage Code 'RE', (i.e. 'remote'). Compatibility with each driver is indicated by the value shown in the table, representing the maximum number of luminaires that may be powered from each driver. Please note, this does not take into consideration voltage drop or ampacity limits of the branch circuit. For assistance, please contact factory. Remote Drivers NON -DIMMABLE DIMMABLE LS6094-350 LS6094-700 LS6097-1100 LS6097-850 LS6097.1100-DIM LS6097-850-DIM Input Voltage 120-277 V, 50/60 Hz 120.277 V, 50/60 Hz 120-277 V, 50160 Hz 120-277 V, 50/60 Hz 120.277 V, 50/60 Hz i 120-277 V, 50/60 Hz Drive Current 350 mA 700 mA 1100 mA 1 850 mA 1100 mA 850 mA Control options 0-10 V i 010 V LS431LED, 27 Watt 1 1 LS431LED, 16 Watt 1 1 1 Driver Et Controls Specifications Technical Data Remote, Constant -Current LED Drivers - Non -Dimmable LS6094-350 Junction box located driver Input 120-277 V, 50/60 Hz Rating 6 W max Output 2-20 V, 350 mA Output Circuits 1 Approvals UL Recognized, Class 2 IP Rating IP66 Dimensions H 2.36" (60 mm) W 1.77" (45 mm) D 0.98 (25 mm) Weight 0.2 lb (0.1 kg) LS6097-850 Remote LED driver - NEMA enclosure required (by others) Input 120-277 V, 50/60 Hz Rating 25 W max Output 10-28 V, 850 mA Output Circuits 1 Approvals UL, CUL Recognized IP Rating IP66 Dimensions H 3.07" (78 mm) W 3.15" (80 mm) D 1" (25 mm) Weight 0.2 lb (0.1 kg) Remote, Constant -Current LED Drivers - Dimmable LS6097-1100-DIM Remote LED driver - NEMA enclosure required (by others) Input 120-277 V, 50/60 Hz Rating 40 W max Output 12-36 V, 1100 mA Output Circuits 1 Control Protocol 0-10 V Approvals UL, CUL Recognized IP Rating IP66 Dimensions H 3.74" (95 mm) W 2.76" (70 mm) D 1.26 (32 mm) Weight 0.2 lb (0.1 kq) LS6094-700 Junction box located driver Input 120-277 V, 50/60 Hz Rating 6 W max Output 2-11 V, 700 mA Output Circuits 1 Approvals UL Recognized, Class 2 IP Rating IP66 Dimensions H 1.77" (45 mm) W 1.77" (45 mm) D 0.98 (25 mm) Weight 0.2 lb (0.1 kg) LS6097-1100 Remote LED driver - NEMA enclosure required (by others) Input 120-277 V, 50/60 Hz Rating 40 W max Output 12-36 V, 1100 mA Output Circuits 1 Approvals UL, CUL Recognized IP Rating IP66 Dimensions H 3.74" (95 mm) W 2.76" (70 mm) D 1.26" (32 mm) Weight 0.2 lb (0.1 kg) LS6097-850-DIM Remote LED driver - NEMA enclosure required (by others) Input 120-277 V, 50/60 Hz Rating 25 W max Output 10-28 V, 850 mA Output Circuits 1 Control Protocol 0-10 V Approvals UL, CUL Recognized IF Rating IP66 Dimensions H 3.07" (78 mm) W 3.15" (80 mm) D 1" (25 mm) Weight 0.2 lb (0.1 kg) 11 M9710/M9730 19W LED Monochromatic Modular In -Grade Luminaire Single Lens Specifications ................................................................... . L: :......................:................................................... 305 mm w: ..................................... 1r ......... ............................: .............................................I..........................: 305 mm H: ........................................................................... 16" 407 mm 12" (305) LED Rough -in housing ORDERING INFORMATION M9710 Round [ A Aluminum 18LED 18 chip M9730 Square B Bronze LED array SS Stainless Steel FLCSR' FLC5SR1 FLC10SR1 FLC20SR1 CLC CLF Flat Lens Clear Slip Resistant Flat Lens Clear, 5° Axial Spread, Slip Resistant Flat Lens Clear, 10° tilt, Slip Resistant Flat Lens Clear, 20° tilt, Slip Resistant Convex Lens, Clear Convex Lens, Frosted SUITABLE FOR WET LOCATIONS i CATALOG NUMBER I NOTES i TYPE DESCRIPTION Hydrel's M9710/M9730 Series modular in -grade lights are multi -purpose units designed for uplighting of ar- chitectural and landscape features. These units can be flushed mounted into a variety of substrates or landscape materials including concrete. The M9710/M9730 consists of a factory -sealed lamp module and encapsulated power module. The compo- nents are secured inside a heavy-duty polymer rough -in housing designed with channeled convective cooling, an integral junction box, and finish door trim assembly. EXAMPLE: M9710 A 18LED WHT41K MVOLT NSP FLC 34B IHL BL WHT30K 3000K MVOLT WHT41K 4100K (120 - 277 volt WHT53K 5300K 50/60HZ) AMB Amber BLU Blue GRN Green RED Red NSP Narrow Spot MFL Medium Flood FL Flood WFL Wide Flood VWFL Very Wide Flood (no optics) HSP Horizontal Spot HFL Horizontal Flood i 12B 112" NPT Bottom InternaI3,4 LDIM 0-10V 1 BL i 12S 1/2" NPT Side IHL Internal Honeycomb Dimming gZ 34B 3/4" NPT Bottom Louver (Dims to 40%) DDB 34S 3/4" NPT Side LSF Linear Spread Filter DNA 25S' Two 25mm Side External3's GN GS Glare Shield GR LC° Lexan Cover SND RG" Rock Guard STG LS Light Shield TVG Trim Rina°•5 BTR Brass Round WH BTS Brass Square Z. STR Stainless Round STS Stainless Square ..................... FLC FLCS FLC10 FLC20 FLF FLCAS FLCSAS Black Bronze Dark Bronze Natural Alum. Green Gray Sand Steel Gray Terra Verde Green White Zinc Undercoat (i.e. BLZ) Flat Lens Clear Flat Lens Clear, 5° Axial Spread Flat Lens Clear, 10° tilt Flat Lens Clear, 20° tilt Flat Lens Frosted Flat Lens Clear, Anti -Slip Flat Lens Clear, 5° Axial Spread, Anti -Slip IEC' International Electro-technical Commission (50HZ applications only) Notes: M9700 Series Assembly MRIS97 Rough -In Housing 1 Meets ADA requirements for coefficient of friction. consists of the following 2 Only for use in 50HZ applications. MFS97 Finishing Section individual components 3 Accessories are mutually exclusive, choose one only. I parts MACL Lamp Module 4 Not available with FLC10, FLC20, FLC10AS or FLC20AS. MHSL97 Power Module 5 Accessory not available with SS door material. 6 Not available with CLC or CLF convex lens. 7 Finish only available on "A" door material. 8 Add Zinc undercoat for harsh environments. NOTE: Hydrel Reserves The Right To Modify Specification Without Notice. Anydimension on this sheet is to be assumed as a reference dimension: "Used for information purposes only. It does not govern manufacturing or inspection requirements." (ANSI Y14.5-1973) 9144 Deering Avenue, Second Floor • Chatsworth, CA 91311 • www.hydrel.com ©2014-2015 Acuity Brands Lighting, Inc. W ❑ Phone:866.533.9901 • Fax:866.533.5291 04/27/15 M9710_M9730 LED_MONO PERFORMANCE DATA � • �LUMEN OUTPUT Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Actual performance may differ as a result of end -user environment and application. Contact factory for performance data on any configurations not shown here. 80CRI NSP MFL FL WFL H5P HFL Neri,a 2 x 2 6 x 6 5 x 5 7 x 7 3 x 3 Bean) Angle r 14.8 x 14.8 35.7 x 35.7 75.8 x 56.2 r 27.1 x 27.1 109 x 109 95.7 x 83.4 136.1 x 136.1 38.9 x 38.9 60.8 x 30.4 19 19 53 1,000 1,000 900 1,OOD 1,100 54 48 54 57 19 19 20 114.2 x 114.2 20.8 x 20.8 4 x 3 40.5 x 15.6 20 48 950 VWFL 7 x 7 110.2x110.2 141x141 18 45 800 40DOK 70CRI RI NSP MFL FL WFL 2 x 2 14.8 x 14.8 35.7 x 35.7 27.1 x 27.1 109 x 109 95.7 x 83.4 136.1 x 136.1 19 19 90 91 1,700 1,700 1,500 1,700 6 x 6 5 x 5 75.8 x 56.2 19 19 79 90 7 x 7 114.2 x 114.2 _ HSP 3 x 3 20.8 x 20.8 38.9 x 38.9 20 96 1,900 HFL 4 x 3 40.5 x 15.6 110.2 x 110.2 60.8 x 30.4 141 x 141 20 80 77 1,600 1,400 VWFL 7 x 7 18 NSP 2 x 2 14.8 x 14.8 27.1 x 27.1 19 19 90 91 1,700 1,700 MFL 6 x 6 35.7 x 35.7 109 x 109 5000K 70CRI FL WFL 5 x 5 75.8 x 56.2 95.7 x 83.4 19 79 1,500 7 x 7 114.2 x 114.2 136.1 x 136.1 19 90 �1,700 _ 900 HSP 3 x 3 20.8 x 20.8 _ 38.9 x 38.9 20 96 HFL VWFL 4 x 3 .40.5 x 15.6 60.8 x 30.4 141x141 20 18 1 80 77 1,600 1,400 7x7 110.2x110.2y LED LIFE: L70/60,000 hours OPERATING TEMPERATURE: -30°C Through 40°C SPECIFICATIONSFEATURES & DOOR MATERIAL: Cast Aluminum, cast bronze, cast aluminum or bronze with stainless perforated trim insert or Stainless Steel. Available in round or square door trim. ROUGH -IN SECTION: Injection molded polymer with integral junction box for thru-branch wiring. The housing is U.V. stabilized, impact and corrosion resistant for use in all types of environments. The rough -in section has a cylinder/vault configuration and houses the lamp and power module components and top door finishing section. LAMP MODULE: Stainless steel housing, factory -sealed and purged of all moisture for longer ' component life. Lens is sealed with silicone gasket and stainless steel clamp band assembly with single fastener. Electrical connection to lamp module is done through a submersible quick pull plug connector with gold-plated contacts. (Lamp Included) LAMP TYPE: LED: Monochromatic LEDs, 19W, 18 chip. VOLTAGE: See ordering guide. Lumen Ambient Temperature (LM Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). 0°C 32°F 1.02 10°C 50°F 1.01 20°C 68°F 1.00 25°C 77°F 1.00 30°C 86°F 0.99 40°C 104°F 0.98 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the Fixture platform in a 25°C ambient, based on 8400 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21 -11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. 0 25,000 50,000 100,000 1 0.99 0.98 0.96 Electrical Load 120 1 208 240 1 277 347 480 �1350mA 19 0.16 0.09 0.08 0.07 0.05 0.04 Slip Resistance and Load Rating • rr MAXIMUM LOAD RATING Peak compression force of 3,750lbs. (single lens) or 3,200lbs. (double lens). LENS STATIC COEFFICIENT OF FRICTION M9700 Anti -Slip Lens (FLCAS): Dry - 0.76; Wet - 0.10 M9700 Slip Resistant Lens (FLSR): D - 0.84; Wet = 0.65 Single lensed fixture can be aimed using 10° and 20° tilt lenses only. POWER MODULE: LED driver is encapsulated in a custom heat -dissipating epoxy resin that also eliminates all moisture intrusion. Module is provided with submersible rated cord leads for connection to integral junction box and lamp module. CONDUIT ENTRIES: Two (2) bottom or side entries available. Box suitable for through - branch wiring. Splicing volume is 25 in' (410 ccm) NOTE: Potting compound (PC21) recommended for junction box splices. PC21 sold separately. ACCESSORIES: See Ordering Guide. FINISH: Finish is natural aluminum or bronze. Stainless steel door is brushed finish. Aluminum doors may be painted. See ordering guide. LISTING: U.L., C.U.L., C.E. DISTRIBUTIONS: See ordering guide. WARRANTY: 1-year limited warranty. Complete warranty terms located FINISHING SECTION: Single lens design includes door assembly with 360° Aim-Lock"lamp at www actbrands com/Custom rR sorITerms d condition module support ring. Module indexing provides easy maintenance and relamping without re. NOTE: Actual performance may differ as a result of end -user environment and application. aiming. Active optical lenses are also available. Door trim locks into position with two stainless All values are design or typical values, measured under laboratory conditions at 25°C. steel captive, tamper -resistant fasteners. Specifications subject to change without notice. I 9144 Deering Avenue, Second Floor • Chatsworth, CA 91311 • www.hydrel.c•m @2.14-2015 Acuity Brands Lighting, Inc. Phone:866.533.9901 • Fax:866.533.5291 04/27/15 Ann4adtV8r&rdsCarpary M9710_M9730_LED_MONO ACCESSORIES "M INTERNAL INTERNAL HONEYCOMB LOUVERS Hexagonal cell louver with 45° cut-off. QUARTER GLARE SHIELDS Rolled sheet aluminum or brass. 3600 of adjustment on fixture door, with lock down. May be field installed to door as shown. (Not recommended for foot traffic areas.) HALF LIGHT SHIELD (Quarter Spherical External) Cast aluminum or bronze shield for glare control for wall wash units. 360° adjust- ment allows field setting and lock down. May be field installed to door as shown. (Not recommended for foot traffic areas.) a ROCKGUARD (EXTERNAL) Cast aluminum or cast bronze material. 1 (Not recommended for foot traffic areas.) STAINLESS STEEL or BRONZE TRIM RINGS A decorative escutcheon used when a high finish look is wanted. For finishing marble, tile or other installations. Available in round or square. Door is flush with Y; escutcheon. Not available on SS doors. LEXAN DOME t:Fa::9.R: ri:Y A Lexan protective cover for use in areas where loose debris such as leaves and pine needles accumulate. 101 GS LS RG STIR STS LC (gE gR� 9144 Deering Avenue, Second Floor • Chatsworth, CA 91311 • www.hydrel.com 02014-2015 Acuity Brands Lighting, Inc. Phone:866.533.9901 • Fax:866.533.5291 04/27/15 Anv%wityBrandsCompany M9710_M9730_LED_MONO Structural Calculations for Bowling & Amusement — Round 1 Southcenter Mall, Seattle WA Prepared for: Cornerstone Architecture S� S oD WA 'P 47353 REG1 STERN �� I ��SIONALGti Syam Sundar Mannava, P.E. REVEWED FOR CODE COMPLIANCE APPROVED AUG 2 5 2015 City of Tukwila BUILDING DIVISION RECENED CITY OF TUKWILA CORRECTION AUG 19 2015 L7R* PERMIT CENTER W Structural Calculations for Bowling & Amusement — Round 1 Southcenter Mall, Seattle WA Prepared for: Cornerstone Architecture Table of Contents: Section Page Bowling Pin Wind Load Calculation 3-4 Seismic Load Calculation 5-6 Analysis 7-9 "ASCE702W.xls" Program Version 1.7 WIND LOADING ANALYSIS - Chimneys, Stacks, and Vertical Tanks Per ASCE 7-02 Code for Cantilevered Structures Classified as Other Structures V = Class. = Exposure = Kzt = h = H b = D = Shape? R = Ct=l Kd = 90 III B 1.00 17.00 0.00 5.50 Round 0.010 0.0412 6.95 nph (Wind Map, Figure 6-1) Structure Classification from Table 1-1) Exposure Category from Sect. 6.5.6) Topographic Factor from Sect. 6.5.7) t. (Height of Stack/Tank itself) t. (Ht. of Stack/Tank Base Above Ground) L. (Diameter or Width of Surface Normal to Wind) Round, Hexagonal, or Square) Damping Ratio = 0.010-0.070) Period Coefficient = 0.020-0.035 Pin Checker: D Wind. h Hb-0 Elevation Direct. Factor, Table 6-4) Wind Load Tabulation for Stack / Tank z I Kz I qz I p=qz*G*C F=qz*G*Cf`D If z < 15 then: Kz = 2.01*(15/zg)"(2/a If z >= 15 then: Kz = 2.01 *(z/zg)^(2/a a = 7.00 (Table 6-2) zg = 1200 (Table 6-2) I = 1.15 (Table 6-1) (Import. Factor) h/D = 3.091 freq., f = 2.899 Hz. (f >=1) Rigid G = 0.850 (Gust Factor, Sect. 6.5.8) Cf = 0.535 (Figure 6-19(Press. Coef.) (for Mod. Smooth Surface) Velocity Pressure (Sect. 6.5.10, Eq. 6-15): qz = 0.00256*Kz*Kzt*Kd*VA 2*I Net Design Wind Pressures (Sect. 6.5.13): p = qz*G*Cf (psf) Net Design Wind Forces (Sect. 6.5.13, Eq. 6-25): F = qz*G*Cf"D (lb/ft) EV(total) = 0.55 kips EM(total) = 4.72 ft-kips 0.00 1 0.57 13.02 1 5.92 32.55 5.00 0.57 13.02 5.92 32.55 10.00 0.57 13.02 5.92 32.55 15.00 0.57 13.02 5.92 32.55 17.00 0.60 13.49 6.13 33.74 1 of 2 4/24/2015 4:22 PM "ASCE702W.xls" Program Version 1.7 Flexible? No f >=1 Hz. 1: Simplified Method for Rigid Structure G = 0.85 Parameters a = b^ = a(bar) = b(bar) = c = l = s(bar) = z(min) = Used in Both 0.143 Item #2 and Item #3 Calculations (from Table 6-2): n. ft. 0.84 0.250 0.45 0.30 320 0.333 30 Calculated Parameters Used in Both Rigid and/or Flexible Structure Calculations: z(bar) = 30.00 = 0.6*h , but not < z(min) , ft. Iz(bar) = 0.305 = c*(33/z(bar))^(1/6) , Eq. 6-5 Lz(bar) = 309.99 = 1*(z(bar)/33)^(s(bar)) , Eq. 6-7 gq = 3.4 (3.4, per Sect. 6.5.8.1) gv =1 3.4 VA, per Sect. 6.5.8.1) gr = 4.436 =(2*(LN(3600*f)))^(1/2)+0.577/(2*LN(3600*0)^(1/2) , Eq. 6-9 Q = 0.945 =(1/(1+0.63*((B+h)/Lz(bar))^0.63))^(1/2) , Eq. 6-6 Calculation of G for Ri id Structure G=1 0.892 J= 0.925*((1+1.7*gq*lz(bar)*Q)/(1+1.7*gv*lz(bar))) , Eq. 6-4 3: Calculation of Gf for Flexible Structure R = Ct = T = f = V(fps) = V(bar,zbar) = 0.010 Damping Ratio Period Coefficient = Ct*h^(3/4) , sec. (Period) = 1/T , Hz. (Natural Frequency) = V(mph)*(88/60) , ft./sec. = b(bar)*(z(bar)/33)^(a(bar))*V*(88/60) , ft./sec. , Eq. 6-14 0.041 0.345 2.899 N.A. N.A. N1 = N.A. = f*Lz(bar)/(V(bar,zbar)) , Eq. 6-12 Rn = N.A. = 7.47*N1/(1+10.3*N1)^(5/3) , Eq. 6-11 rlh = N.A. = 4.6*f*h/(V(bar,zbar)) Rh = N.A. =(1/rlh)-1/(2"rlh^2)*(1-e^(-2*71h)) for 11h > 0, or = 1 for i1h = 0, Eq. 6-13a,b rlB = N.A. = 4.6*f*b/(V(bar,zbar)) RB = N.A. = (1hjB}1/(2*jB^2)*(1-e^(-2*rlB)) for rlB > 0, or = 1 for rlB = 0 , Eq. 6-13a,b rld = N.A. = 15.4*f*U(V(bar,zbar)) RL = N.A. =(1/rlLr1/(2*rlL^2)*(1-e^(-2*rlL)) for 71L > 0, or = 1 for qL = 0 , Eq. 6-13a,b R = N.A. =((1/R)*Rn*Rh*RB*(0.53+0.47*RL))^(1/2) , Eq. 6-10 Gf = N.A. = 0.925*(1+1.7*Iz(bar)*(gq^2*Q^2+gr^2*R^2)^(1/2))/(1+1.7*gv*Iz(bar)) , Eq.-8 Use: G = 0.850 2 of 2 4/24/2015 4:22 PM "IBC2003E.xls" Program Version 1.7 SEISMIC BASE SHEAR AND OVERTURNING MOMENT Per IBC 2003 and ASCE 7-02 Specifications For Ground Supported Vertical Cylindrical Steel Tanks Vessels and Stacks Job Name: Round I Seattle I Sub'ect: 113owlinq Pin Job Number: 114032 1 Originator: 1VR I Checker: Occupancy Category = III Seismic Use Group II ,Table 1604.5 Importance Factor, I = 1.25 ASCE 7-02 Table 9.14.5.1.2, p. 192 d Soil Site Class = D IBC Table 1615.1.1, page 322 Location Zip Code = 98133 F Spectral Accel., Ss = 1.371 IBC Figure 1615(1) or USGS W Spectral Accel., S1 = 0.531 IBC Figure 1615(2) or USGS h Height, h = 17.000 ft. Diameter, d = 5.500 ft. 2*h/3 Wall Thickness, t = 1.0000 in. Empty Weight, We = 1.43 kips V Total Weight, Wit= 1.43 kips ASCE 7-02 Section 9.14.5.2 Liquid Contents? No Structural System = 13a Other distributed mass cantilever V = Cs*W structures not covered herein including stacks, chimneys, silos, Seismic Base Shear etc. (ASCE 7-02 Table 9.14.5.1.1) Fa = 1.000 IBC Table 1615.1.2(1), page 323 Fv = 1.500 IBC Table 1615.1.2(2), page 323 Maximum S ectral Res onse Accelerations: SMs = 1.371 SMs = Fa*Ss, IBC Eqn. 16-38, page 322 SMi = 0.797 SMI = Fv*Sl, IBC Eqn. 16-39, page 322 SDS =1 0.914 ISCIS = 2*SMs/3, IBC Eqn. 16-40, page 322 SD1 =1 0.531 ISM = 2*SMi/3, IBC Eqn. 1641, page 322 Category(for SDS) = D IBC Table 1616.3(1), page 326 Category(for SD1) = D IBC Table 1616.3(2), page 326 Use Category = D Most critical of either category case above controls T=1 0.005 sec., T = 0.00000765*(h/d)^2*(W*1000/h*d/(t/12))"(1/2) Rigid or Flexible?j Rigid Criteria: If T < 0.06, then Rigid, else if T >= 0.06, then Flexible Response Modifier, R = 3 ASCE 7-02 Table 9.14.5.1.1, pages 190-191 Overstrength Factor, Qo = 2 ASCE 7-02 Table 9.14.5.1.1, pages 190-191 Defl. Amplif. Factor, Cd = 2.5 ASCE 7-02 Table 9.14.5.1.1, pages 190-191 1 of 2 4/24/2015 4:22 PM "IBC2003E.xls" Program Version 1.7 Cs = 0.381 Cs = SDs/(R/I), ASCE 7-02 Section 9.5.5.2.1, Eqn. 9.5.5.2.1-1 CS(max) = 40.586 CS(max) = SD1/((R/I)*T), ASCE 7-02 Sect. 9.5.5.2.1, Eqn. 9.5.5.2.1-2 Cs(min) = 0.160 CS(min) = 0.14*SDS*I, ASCE 7-02 Sect. 9.14.5.1, Eqn. 9.14.5.1-1 Use: Cs = 0.381 CS(min) <= Cs <= CS(max) Seismic Base Shear, V = 0.49 kips, for Rigid: V = 0.30*SDS*W*I, ASCE 7-02 Eqn. 9.14.5.2 eismic Shear Vertical Distribution: (using ASCE 7-02 procedure "a" or "c". page 196) Assume triangular force distribution, with resultant acting at 2*h/3 Cvx = 1.0 jCvx = Wx*hx^k/(EWi*hi^k) = 1.0, ASCE 7-02 Eqn. 9.5.5.4-2, page 148 Force at 2*11/3, F =1 0.49 Ikips, F = Cvx*V, ASCE 7-02 Sect. 9.5.5.4, Eqn. 9.5.5.4-1, page 148 Mo =1 5.57 Ift-kips, Mo = F*(2*h/3) (at top of foundation or support structure) Fundamental Period, Ti = Ts = Period for Sloshing, Tc = Sai = Sac = Wi = We = Ci = Vi = Cc = Vc =1 Seismic Base Shear, V =1 N.A. sec., Ti = T (assumed) sec., Ts = SD1/SDs, ASCE 7-02 page 105 sec., Tc = 2*7E*SQRT(d/(3.68*g*TANH(3.68*h/d))), Eqn. 9.14.7.3.6.1-8 Sai = SIDS, for Ti <= Ts, ASCE 7-02 Eqn. 9.14.7.3.6.1-4 Sac = 6*SD1/Tc"2, for Tc > 4.0, ASCE 7-02 Eqn. 9.14.7.3.6.1-7 kips, Wi = 0.935*W (for W1 from API 650, Fig. E-2) kips, We = 0.078*W (for W2 from API 650, Fig. E-2) Ci = Sai*I/R, ASCE 7-02 Eqn. 9.14.7.3.6.1-2 kips, Vi = Sai*I/R*Wi = Ci*Wi, ASCE 7-02 Eqn. 9.14.7.3.6.1-2 Cc = Sac*I/R, ASCE 7-02 Eqn. 9.14.7.3.6.1-3 Ikips, Vc = Sac*I/R*Wc = Cc*Wc, ASCE 7-02 Eqn. 9.14.7.3.6.1-3 Ikips, V = Vi + Vc, ASCE Eqn. 7-02 9.14.7.3.6.1-1, page 197 N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. Xs =MNA. ft., Xs = h/2 (assumed) Xi =ft., Xi = 0.464*h (for X1 from API 650, Appendix E Fig. E-3) Xc =ft., Xc = 0.903*h (for X2 from API 650, Appendix E Fig. E-3) Mo =ft-kips, Mo = Ci*We*Xs + Ci*Wi*Xi + Cc*Wc*Xc, API 650 Sect. E.3.1 2 of 2 4/24/2015 4:22 PM Project Job Ref. Tea Round I Seattle 14032 Section Sheet no./rev. Bowling Pin 1 Calc. by Date Chk'd by Date App'd by Date Vivek 4/24/2015 FLAGPOLE EMBEDMENT (IBC 2009) TEDDS calculation version 1.1.00 Embedment depth provided D = 3.77 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 565.2 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 4.09 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (132 x Dia) = 667 psf Embedment depth provided D = 3.93 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 589.6 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 4.01 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 612.9 psf Embedment depth provided D = 3.97 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 595.4 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 3.99 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 601.1 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, Uw x min(D, 12 ft)) x LDF, x LDF2 = 596.8 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 598.2 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbo x min(D, 12 ft)) x LDF, x LDF2 = 597.1 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 597.5 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 597.2 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (1312 x Dia) = 597.3 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 597.3 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (132 x Dia) = 597.3 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 597.3 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0-5 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 597.3 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbe x min(D, 12 ft)) x LDF, x LDF2 = 597.3 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (132 x Dia) = 597.3 psf Embedment depth provided D = 3.98 ft Allowable lateral passive pressure S3 = min(Pmax, Lsbc x min(D, 12 ft)) x LDF, x LDF2 = 597.3 psf Embedment depth required D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0.5 = 3.98 ft Actual lateral passive pressure S4 = (4.25 x abs(F) x h) / (132 x Dia) = 597.3 psf Project Job Ref. Teto Round I Seattle 14032 Section Sheet no./rev. Bowling Pin 2 Calc. by Date Chk'd by Date App'd by Date Vivek 4/24/2015 0.0 ptP591B lb GI Actual soil pressure = 597.3 psf Allowable soil pressure = 597.3 psf Soil capacity data Allowable passive pressure Lsx =150 pcf Maximum allowable passive pressure Prr,ax =1000 psf Load factor 1 (1806.1) LDF, =1.00 Load factor 2 (1806.3.4) LDF2 =1.0 Pole geometry Shape of the pole Round Diameter of the pole Dia = 30 in Laterally restrained Yes Load data First point load P, = 550 Ibs Distance of P, from ground surface H, = 0 ft Second point load P2 = 0 Ibs Distance of P2 from ground surface H2 = 0 ft Uniformly distributed load W = 0 plf Start distance of W from ground surface a = 0 ft End distance of W from ground surface a, = 0 ft Applied moment M, = 5570 Ib_ft Distance of M, from ground surface H3 = 0 ft Shear force and bending moment Total shear force F = P, + P2 + W x (a, — a) = 550 lbs Total bending moment at grade Ma = P, x H, + P2 x H2 + W x (a, — a) x (a + a,) / 2 + M, = 5570 lb—ft Distance of resultant lateral force h = abs(M9 / F) = 10.13 ft CIA Project Job Ref. TeW Round I Seattle 14032 Section Sheet no./rev. Bowling Pin 3 Calc. by Date Chk'd by Date App'd by Date Vivek 4/24/2015 Embedment depth (1807.3.2.2) Embedment depth provided Allowable lateral passive pressure Embedment depth required Actual lateral passive pressure D=3.98ft Ss = min(Pmex, Lsbr x min(D, 12 ft)) x LDFt x LDF2 = 597.3 psf D, _ ((4.25 x abs(F) x h) / (S3 x Dia))0•5 = 3.98 ft S4 = (4.25 x abs(F) x h) / (D2 x Dia) = 597.3 psf City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 2/2/2016 SHANE LABETH 1601 SW 89 ST, STE G100 OKLAHOMA CITY, OK 73159 RE: Permit No. D15-0198 ROUND ON BOWLING & AMUSEMENT 2351 SOUTHCENTER MALL Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/22/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/22/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, �Y 0 Mley Permit Technician File No: D15-0198 6300 Southcenter Boulevard Suite 4100 @ Tukwila, Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 18, 2015 SHANE LABETH 1601 SW 89 ST, STE G100 OKLAHOMA CITY, OK 73159 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0198 ROUND ON BOWLING & AMUSEMENT - 2351 SOUTHCENTER MALL Dear SHANE LABETH, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Plans and engineers calculations submitted for permit were not originally stamped or signed. Provide plans and documents produced by the design professional, architect and engineer, all with wet stamp and signatures. Engineer's calculations may be stamped/signed on the front sheet. Electronic copies shall not be approved. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, 1 can be reached at 206-431-3655. Sincerely, —V 17—�c Lv Bill Rambo Permit Technician File No. D15-0198 6.300 Snuthrenter Rrnilevn.rd ,SuitP #Inn • Tukwiln Wn.chinotnn 9R7RR a Phnno *206-437-367n a Fnr 906-431-q6 5 - AaoO 08000 IiN83c. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0198 DATE: 08/24/15 PROJECT NAME: ROUND ONE BOWLING AND AMUSEMENT SITE ADDRESS: 2351 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: hw (/ �0 Building Division b Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 08/25/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/21/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0198 DATE: 08/11/15 PROJECT NAME: ROUND 1 BOWLING AND AMUSEMENT SITE ADDRESS: 2351 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division DM NW 0�11 Public Works Revision # before Permit Issued Revision # after Permit Issued W Kk 6111 Fire Prevention W Structural ❑ Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 08/13/15 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/10/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only ( _ CORRECTION LETTER MAILED: ()'t Departments issued corrections: Bldg Fire ❑ Plug ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: blip://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: P 1.50 ! g 8 Response to Incomplete Letter # Response to Correction Letter # __ �_ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: TMWUA vu ( 0LWV AJ- Project Address: (.pp to Contact Person: S 41 . L•q�s 1 Phone Number: 405Zn6S72-0 r Summary of Revision: RECEIVED CITY OF TI%JKWILA AUG 19 2015 PERMIT CENTER BARSTO CONSTRUCTION INC Page 1 of 2 Home .lnicio en Espanol Gmtact. Safety Washington State Department of Labor & Industries BARSTO CONSTRUCTION INC Owner or tradesperson Principals RUNYAN, JONATHAN J, PRESIDENT STOTTS, DOROTHY, VICE PRESIDENT Doing business as BARSTO CONSTRUCTION INC WA UBI No. 603 444125 License Search L&I A-Z Index Help M..g Secure 14-.1 Claims & Insurance Workplace Rights Trades & Licensing 1601 IRON ST NORTH KANSAS CITY, MO 816-421-5677 Business type Corporation Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contracr ...................................................................to.. . Active. Meets current requirements. License specialties GENERAL License no. BARSTC1862P4 Effective — expiration 10/28/2014-10/28/2016 Bond ..._........... Hanover Insurance Company, The $12,000.00 Bond account no. 1026386 Received by L&I Effective date 10/28/2014 10/16/2014 Expiration date Until Canceled Insurance .............................. Charter Oak Fire Ins Co $1,000,000.00 Policy no. DTCO22789C3941 Received by L&I Effective date 10/24/2014 10/01/2014 Expiration date 10/01/2015 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603444125&LIC=BARSTCI862P4&SAW= 8/27/2015 r L z • Lo O 7 � n � J� I � O (D N d. � N N CJ N w 0 is DRIVE 4Iislt N N N tn N N N c0 c0 I THRU � n I I r t\ t\ r r n n II (D (0 LL 4 D dND, — 0 4 b q .01 I I I / N ^ N 0 o I �m �� I I O 0 e _�— r I I N N N � O to to N N I of �_ � (p v r� M M 0 N 4 L ' I �I ROUND 11 I U U U I N2 N F-LUO FR = �p "C?RE' I� a 3 H. s U 2 to N o °I J Qj ALL C- I 26 j o i 08m I(z LU rj—r �z I� 4 E � �w. a �� ad S _OC o I � z I 11� 2 J M \ �N 0) O O O 00 I NEW ROUND I WALL SIGN (RE. EXTERIOR ELEVATIONS) EXIS rING ACCESSIBLE --ROUTE A -20 U U An, Z t T T z w.M_ • W01 v I -17 C� C� I -29 NEW ROUND I WALL SICK — (RE. EXTERIOR ELEVATIONS) ' ^ LO dt u / I I \ �zyw rw _ la S 2 � BEN o I EW D85E3y ff a FLOOR J 1 EXISTING UNDERGROUND I 12" DIA STORM SEWER-- — PIPE (FIELD VERIFY LOCATION) I EXISTING UNDERGROU 8" DIA SANITARY SE R� PIPE (FIELD VERIFY (2) IN -GROUND L16HT LOCATION) FIXTURES -- NEW ROUND 1 PIN SCULPTURE (RE. 1 PLANS AND ELEC. AND DETAIL n C/A-001) / FIRE VERIF' ON) / a 0 m m EXIA, `G U ;MOUND i SPRINKLER LINES HEADS, ETC (FIELD VERIFY LC CATIONS AND EXTENT R WORK) O N d C-0 U Z Q0 EXISTING ACCE5515LE ROUTE NEW SCREEN AROUND EXISTING :TRAANSFORMER (RE. JJ/A-202) ff J ROUND 1 WALL SIGN (RE. EXTERIOR ELEVATIONS) a NEW ENTRY CANOPY C � r— I � C— �a N r I � U Mr, aM ir Ll Ilan review approval is subject to errors and omission Approval sf construction documents does not authoh2 the violation of any adopted code or ordinance. Recei Of aPProved Field COPY and Conditions is acknowledge Ul Date: 4'-41 1I JD �6 9'-2" Tukwila I DIVISION EPARATE PE;M01T REQUIRED FOR: 'amdoan1w tumbing aspom City of Tukwila ! � DATE DESCRIPTION 07-21-9 FEW CL&FMMAMM OM STAMP: it0i5 RECI ED ARCH CT S BETH STATE OF WASHINGTON W T � D.� 4Q 0 Ott 10 �g.�, V fL U_ LU '� o 40 r �A I\ se 3�0 10 0 100 f� COPYRIGHT © 2014 CORNERSTONE ARCHITECTURE, LLC ALL RIGHTS RESERVED J J cQ L Wm • W(D 30 Q [jW(0 WJ� v 0E-W s J NUI('A _ a { ' z h � Z E) Q M ' ` t I nt r r r _ x� Z2� W m z N awe VIIED FOR U CODE COMP( 1ANCE W Q i APPROVED m N9 3 Q� r3 City of Tukwila 0 g 0 BUILDING DIVISION a m JOB NUMBER: 1414 DRAWN BY: CHECKED BY: E.E.C. M.S.L. SHEET TIME: ARCHITECTURAL SITE PLAN I E C E 111 `0 CITY OF T'U'KWILA RRECT ON AUG 19 206 . � l PERMIT CENTER DATE: JUNI 'A 2014 SHEET NUMBER: 44'-1° T.O. COPING 2Fh'-4" T.O. COPING �-� scALE: I/8'=1'-0' GrEXTrEfRIOR ELEVATION ENTRANCE BY MALL cow -15 01 r DATE DESCRIPTION 04- V O- o7-M- STAMP: 11015 REGISTERED AR w SH LABETH -" STATE OFWASHINGTON r $� 4Q 0 #0 f2. LL 4 r 0 `© 0 r COPYRIGHT QC 2014 CORNERSTONE ARCHITECTURE, LLC ALL RIGHTS RESERVED J J Q Wm CD Z(D UQ Woo ED E) 00 IT z � r z 'Mire j NON i_ 3f x Lr ■ Wz a x Q �� WZ x a z� tiQ 3 � T 0O Z W z v rn e a I 0 W IT aw� I— to Q U Q REVItWED FOR E' Q Z Q CODE COMPLIANCE w NM Q APPROVED Q � z AUG 2 5 2015 Z aj o �08t 0 IT City of Tukwila `' JOB 1 4A 14 DRAWN BY: CHECKED BY.- E.E.C. M.S.L. SHEET TITLE: EXTERIOR ELEVATIONS :�..c; E- CITY OF TLICKWILA AUG19 2015 PERMIT CENTER DATE: JUNE 11, 2014 SHEET NUMBER: r CONT 2x4 TOP PL TYP 2x4 STUDS @ 16" O.C. W/ (2) 16d TOENAIL INTO T&B PL 2x BLKG W/ (2) 16d TOENAILS INTO EA STUD/JOIST 3/4" SHEATHING TO MATCH FLOOR SHEATHING TYP 2x4 JOIST CAD 16" OC W/ (3) 16d INTO STUD & (2) 16d TOENAIL INTO FRONT SILL PL 10d ® 6" OC EN TYP 2x BLKG W/ 'A35' ® 12" OC REFER TO DETAIL 2/S3.0 FOR INFO PLYWOOD BY PLYWOOD BY BOWING VEN BOWING VENDOR I —JOIST 1 y2" LSL SOLID BLKG REFER PLAN (AT STAIR LOCATION) SHIM PLATE AS READ. CONT 2x6 SILL t N SIMPSON PDPW-40( OC STAGGERED TYP, EXISTING CONCRETE OVER STEEL DECK x x: x x CONT 2x4 SILL PL W/ SIMPSON 'PDPW-250' ® 12" OC TYP ————————— — — — — — - II II II EXISTING STEEL JOIST II II PER PLAN II _JL II !I II II II �Y1IALL WOOD STAINS (D TYP 9 S3.0 71" 4 KICKB, OTHER 1/2"x8," 2x8--St CONC STEEL 2x8 MIr KICKBA, OTHERS CLIP Al' OTHERS �Y2 ����C�� DEif ALL ) e 3",=1 "-0" ItIN0F=TT • EXISTING STL. JOIS1 REFER JOIST DETAIL II II II II EXIST. STEEL II JOIST PER PLAN ii PLAT f�Of l it EDGE iC DL `�A�LL 344 "=1'—Q'� L_----I NOTE: VERIFY PINSETTER DIMENSIONS W/BOWLING VENDOR XISTING STEEL BE LSV) DED ROD SPACIN Y SINGLE, DOUB VIDEO DISPLAY ERIFY SPACING SWICK ISTRUT 'P1000T' FFENER AT ROD NGER TYP. \ 4B BE 7.1," 4 p0[N1%9!T EE�RD�EADL III s/4=1-0 ) WEB' MIN ( ® 6A OC b KICK[ BY 0 v2"x8' 2x8 E JOIST TRAPEZE/ TV/ MOUNTING BEACKETS PER MFR SECTION OVER HEAD SLEEPER ST SIMP; BLKG (4x14 BLKG SIDE IA/S3.0) W/ (4) PER E PSON 'A34' v2": ' ANGLE BY OTHERS 3/8"x2" LAG SCREW; 3/8"x2" LAG SCREWS 3A/S3.0 n ECTION ) NOTE: VERIFY PINSETTER !nl 1 y2 =1 —0" DIMENSIONS W/BOWLING VENDOR NOTE: THE PLANS AND DETAILS OF PINSETTER ANCHORAGE ARE BASED ON THE ASSUMPTION THAT THE ISOLATION PAD SHALL BE GLUED TO THE EXISTING FLOOR USING "SEAL BOND 14-007 STRUCTURAL ADHESIVE & SEALANT", ANDP THE WOOD FRAMING OF THE BOWLING FLOOR ASSEMBLY WILL BE GLUED TO THE EXISTING FLOOR USING "SEAL BOND 14-007 STRUCTURAL ADHESIVE SEALANT. PER ARCH #3 NOSING BAR TYP. EXISTING SLAB ON GRADE (2) #3 DOWELS W/5" MIN P. EMBED INTO EXISTING SLAB ON GRADE EA SIDE W/ HILTI 'HIT —RE 500—SD—'Z (3) #3 ® 2" O.C. PIPE 10—STD CONCRETE (4) 1/2" Ox4" HEADED -_EL DECK STUDS @ 12" O.0 (16 TOTAL) OF BOWLING PIN /—BOWLING PIN PER ARCH 1 1" CLR TYP. 3"" 2'_ 0 CLR BOWLING PIN �� ANCHORAGE DETAIL 1/2 =1 -0 (REFER ARCH FOR LOCATION) A35 CLIP ® 12"" OC - 2x4 STUDS ® 16"" OC W/ (2) 16d TOENAIL INTO T&B PL CONT 2x4 TOP PL TY ° a — — — — — — — — — — — ° II II II II II II II V')-AG ® 24" OC W/ II 'HF24N' HANGER EA END II 'J��nC�D �';AME'� DETAIL IIII • PLYWOOD BY BOWING VENDOR 1 y2" LSL SOLID BLKG (AT RAMP LOCATION) SIMPSON A34 OR EQ. TYP. U.N.O SHIM t AS READ. EXISTING CONCRETE OVER STEEL DECK EXIST. STEEL JOIST PER PLAN ACK HERS kNGLE -IERS LAG SCREW; (2) " AT 6A/S3.0. _KG; 4x14 S3.0 164% TIFFENERS 12" LG 6" LG ® 6A/S3.0) J®6"OCEW EEPER, TYP PINSETTER DETAIL 3 ( 1 v2"=1'-0„ ) BASE PL3/4"' TO MATCH SIZE OF BASE PL OF BOWLING PIN. PROVIDE HOLES FOR M16 BOLTS PROVIDED BY OTHERS, REFER TO BOWLING PIN MFR w a . . DWGS FOR LOCATIONS v4 TYP v4 IN PLY2" TYP NOTE: — CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND NOTIFY STRUCTURAL ENGINEER OF TENANT IMPROVEMENT OF ANY EXISTING CONDITIONS THAT WOULD INHIBIT THE CONSTRUCTION OF THIS DETAIL /--(9) #8 VERT / EQ. SPACE '---#3 CLOSED TIES @ 12" O.C. TYP. UNO 3/4 PLYWOOD SUPPORTED BY ANGLE BELOW BEFORE BTM. REINF. #5@9POURING CONCRETE O.C. BOTHWAYS NEW CONCRETE @ EXISTING OPENING EXISTING CONCRETE OVER STEEL DECK 2-98�" 2/-98 a II II II II 43x3x3/8" REFER ii II 3 3/16 II ( II /16 II PLAN) 11 1�3x3x3Z" (REFER II II PLAN) �L JL EXISTING STEEL JOIST REFER PLAN ZEXISTING STEEL EXISTING STEEL JOIST REFER PLAN BEAM REFER PLAN C�T�ON 1/2mms 0 I q DATE DESCRIPTION 02.06.2014 CITY PLAN RESPONSES 09.25.2014 CITY PLAN RESPONSES 12.05.2014 ADDENDUM #1 02.12.2015 CHANGE DIRECTIVE 1 04.15.2015 FIELD CLARIFICATION STAMP: SAI JOB #1403 57 I a LU COPYRICvHT © 2012 C $T" ARCHITOCTURIS, LLC A" RIGHTS VED W d" 0 N w U) W m,& Z Nn Q Uj �-- N Q W0 W >} REVfr=WED FOR F Q a: CODE COMPLIANCE W Q AD0mo)vp_n N 0 Z AU6 2 5 2015 W 0 Q u. ZjNO O} City of TukwilEj a (] Q m BUILDING DIVISION! JOB NUMBER: 1414 DRAWN BY: CHECKED BY: SHEET TITLE: G INSETTER AND BOWLING LANE DIET1 aD CITY OF TLiKWILA AUG 19 2015 DATE: PERMIT CENTER MAY 28, 2014 SHEET NUMBER: 0 COPYRICvHT © 2012 C $T" ARCHITOCTURIS, LLC A" RIGHTS VED W d" 0 N w U) W m,& Z Nn Q Uj �-- N Q W0 W >} REVfr=WED FOR F Q a: CODE COMPLIANCE W Q AD0mo)vp_n N 0 Z AU6 2 5 2015 W 0 Q u. ZjNO O} City of TukwilEj a (] Q m BUILDING DIVISION! JOB NUMBER: 1414 DRAWN BY: CHECKED BY: SHEET TITLE: G INSETTER AND BOWLING LANE DIET1 aD CITY OF TLiKWILA AUG 19 2015 DATE: PERMIT CENTER MAY 28, 2014 SHEET NUMBER: 0 BUILDING DIVISION! JOB NUMBER: 1414 DRAWN BY: CHECKED BY: SHEET TITLE: G INSETTER AND BOWLING LANE DIET1 aD CITY OF TLiKWILA AUG 19 2015 DATE: PERMIT CENTER MAY 28, 2014 SHEET NUMBER: 0