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HomeMy WebLinkAboutPermit S04-026 - MATTRESS FAIRMATTRESS FAIR 1061 ANDOVER PK W 504-026 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 2623049019 Address: 1061 ANDOVER PK E TUKW Suite No: PERMANENT SIGN PERMIT Permit Number: SO4-026 Issue Date: 03/25/2004 Permit Expires On: 09/21/2004 Business Name: MATTRESS FAIR Address: 1065 ANDOVER PARK WEST, TUKWILA, WA Property Owner: Name: 1006 ANDOVER ASSOCIATES Address: % CABLE MGMNT Contact Person: Name: ELISA Address: PO BOX 431 Contractor: Name: AMERICAN NEON Address: PO BOX 431 Phone: 206-575-3858 Phone: Phone: 253-627-7446 Phone: 98401 DESCRIPTION OF WORK: Reface of existing sign, changing "outlet" to "fair". Fees Collected: $100.00 Zoning: TUC Sign Type: PERMANENT SIGN: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 448 0 0 0 Wall Sign Size (sq. feet): 21.8 0 0 0 Sign Lighting: Face Residential Land: N N N N Street Frontage for Entire Lot: Building Height (feet): Sign Size (sq. feet): Sign Height (feet and inches): Setback (feet): Number of Sign Faces: Planning Division Authorized Signature: Freestanding Sign #1 0 0 0 0' 0" 0 Freestanding Sign #2 0 0 0 0' 0" 0 0 Date: I hereby 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. 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. doc: Permsign SO4-026 Printed: 03-25-2004 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 soy-vace S, Project: �_._('` Type of Inspection: A4jdres At(Date Called: /71(1.,gic) i i Special Instructions: / Date Wanted: a Requester: T Phone No: 1i3'— Lal r7i `7`C Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: SITE INSPECTION (PLANNING) File No. SO4-026 Name of Tenant: Mattress Fair Sign Address: 1065 Andover Associates, Tukwila Date Photo Taken: 08-26-04 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed (one not installed as of 8/26/04) Comments: Make new site visit and taken photo by (date) • SITE INSPECTION (PLANNING) File No. SO4-026 Name of Tenant: Paper Zone Sign Address: 1065 Andover Park East Date Photo Taken: May 6, 2004 x Sign(s) appears to conform to permit application Sign appears different from permit application Sign not installed as of (date) Make new site visit and taken photo by (date) Comments: MAR -25-2004 10:21 AM AMERICANNEONINC • ,:r.,:ztz&szltrak.al.zt...;:'.. DEP ART ME , ' REGISTERED AS PROVIDED BY LAW AS CONST • CONT SPECIALTY .:1EXP.DATE CCEXY.:AMERINI002D8 .06/26/2005 EFFECT/VDATE 03/28/2000 AMERICAN NEON INCORPORATED PO BOX 431 TACOMA WA 98401 LICENSED AS PROVIDED BY LAW AS ELEpogpNTR SIGN . • . * I•C*SE EXP DAT ,A4R1NI0O2TJ8::.63../18]2006 tiVE•DATE '03/28/2006' AMERICAN NEON INCORPORATED PO BOX 431 TACOMA WA 98401 • • FL.''fallai7Mt7",717•FICtir!"72(21:47..t • City of TOwila Department of•Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 206 431.3670 `•:'. PERMIT DATE:31 o PERMANENT SIGN PERMIT APPLICATION 0T-1-YP_SS �e.C. uB siness Name CyNk- rac..kur- Applicant/Contact A-mp rie G.rl NQ.DYI. Contractor Please print 06)S ttindover `irk E. Address of Sign Address, City, State, Zip tv i', Oi acoc 42, 1-tx,c.Qw,A. / Witt- 9 240 ) Address,City, State, Zip 20(0• 5-S -3S53 Phone Phone Z.53/Co 2 —1114(00 Phone 4 CHECKLIST 2' Separate application required for each sign proposed 3 sets of plans are required, including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed s �ns Sign elevations with area calculations anti•: imensions l Building elevations (for wall signs) Supporting structure and method of illuthtnation One copy of valid Washington State contractor's license $50 application fee per sign See back of form for examples Is your sign a: ❑ , Freestanding sign 15 or more feet in height ❑ Pole sign with face 30 square feet or more in area o Wall sign weighing 400 pounds or more If any of the above are true you must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) ❑ Structural calculations for the design of the details prepared by a Washington State structural engineer SIGN DESCRIPTION Is the sign: O Internally lit .21 • Externally lit Not lit Does thetsign face residential zones or public facilities? ❑ Yes ® No Exposed neon tubing Is not allowed within 200feet of LDR, MDR or HDR zones. Did building go through design review? ❑ Yes ❑ No Including this sign; how many signs will list thie C':isiness? Freestanding Wall ti j WALL SIGN: What is the wart ArAa (length x height) where the sign will be mounted? 8 square feet Wall sign size: 1.8 square feet Does wall sign weigh more than 400 pounds? ❑ Yes 'Ivo If the sign welghsMore than 400 pounds It rec sires structural, review. See checklist for additional information required. FREESTANDING SIGN:.. Street frontage of the entire lot where the sign will be located: feet Generally, only one freestanding sign is allowed per lot. Size of sign face: • . • square feet Structural review is required for pole signs with faces 30 square feet or more In area, see checklist for additional Information required. Number of sign faces: Height of building: feet Generally, signs may not be higher than the building they are associated with. Sign height: feet inches Structural review is required for signs 15 feet or more In height, see checklist for additional information required.. Distance from closest edge of sign to property lines: feet Generally, signs must be set back from all property lines at least as far as they are high. INSPECTIONS If the sign needs structural review, the applicant or installer is required to call the Building Division at 431.3670 for footing or bracket inspections. Footing inspections must take place before concrete is poured: Bracket inspections must take place before sign is • installed. . A final inspection is required for all signs where "stallation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. `:.,y . It is the responsibility, of the installer to obtain tl1:e electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-6630.• (NOTE: IFA FINAL INSPECTION HAS NOT BEEN REQUESTED WITHIN 180 DAYS OF PERMIT ISSUANCE THE PERMIT WILL EXPIRE) • I HEREBY CERTIFY that the above information furgistted•by me is true and correct under penalty of perjury by law In the State of Washington, and that the applicable requirements of the City of Tukwila wilrbe met. • i . 3/ ,6 o4 i' X57 -(27- 7�y , • Date (Signat (o`rethorize gent) • . Phone FOR OFFICE USE ONLY Zoning: _'4, . Planning review by: • 0 Denied Issued ❑ Issued with conditions At Structural review required? 0 Yes .❑ No Structural review by: 0 Denied 0 Approved 0 Approved with conditions Additional charges for time over 2 hours Actual time spent fo review r•nrr.rnnn►n nr r•nnililinne• S f 6kI • • ANDOVER PARK EAST North z. 171 • rel gyp Y I/t;,AL A72/4- = 1(0i x 41S DS Pitwww iOAA-6-6 /y" Doti P PO S CD L yr7 ALL -5S = 15 " x 10J 2) 5 2 /, Ai4©P'SED 516/1/ 11.72�A .�►��t Ai►? 1"x. "- Gl,� • ALUMINV&& SIDE A BAcit . NEON TUBE SUPPORT - NEON TUBE - GLASS ELECTRODE_ HOUSING 3116" TECH SCREW INSTALLATION DETAIL NOT TO SCALE <--WALL LAG INTO SUPPORT /MEMBER (x3") 26A.MW. METAL TRANSFORMER BOX (raceway) A LuvwuAc -w -TRANSFORMER G.T.O. WIRE T-12 Q/3 o`F 1 JS tle S4-keN5/4 Hex Cap Screws -.-SAE J429 Mechanical & Quality Requirements far Externally Threaded Fasteners Nominal Dia. of Product & Threads per inch Proof .Load & Tensile Requirements t Grade 5 Proof Tensile Load Strength Min. lb. Series-UNRC Stress Area sq. in. Grade 2 Proof Tensile Load Strength _,Ib. Min. lb. Coarse Thread Grade 8 Proof Tensile h Load Strength lb. Min. lb. 5/16"-18 0.0524 3/8"-16 0.0775 1.750 2,350 2,700 3,800 2,900 3,900 4,450 6,300 4,250 5,750 6,600 9.300 7/16"-14 0.1063 5,850 7,850 1/2"-13 9/16"-12 0.1419X82 10,000 13,500 5/8"-11 . 0.226 12,400 16,700 3/4"-10 . . 0.334 18,400 24.700 7/8"-9 0.462. 15,200 27,700 1"-8 0.606 20000 36,400 1-1/8"-7 0.763 25,200 45,800 I-1/4"-7 0.969 32,000 . 58,100 1.3/8"-6 1.155 38,100 69,300 85,500 121,300 138,600 173;200 4-1/2"-6 1.405 46.400. 84,300 104,000 147,500 168,600 210.800 9,050 12,100 15,500 19.200 28,400 39,300 51,500 56,500 71,700 I2.800 17,000 21,800 27,100 • 40,100 55,400 72,700 80,100 101.700 3,800 4,750 6,300 7,850 9.300 ` 11,600 12.800 15,900 I7,000 21,300 21,800 27,300 27,100 33,900 40,100 50,100 55.400 .69,300 72.700 90,900. 91.600 114,400 116,300 145,400 •.1/4"-28 0.0364 2,000 2.700 3,100 4,350 4,350 5,450 3 86'244 0.0580 0,0878 4,800 64,500 00 7.450 10900 ,500 1050 ,500 13,200 7/16"-20 0.1187 6,550 8,800 10,100 i4,200 14,200 17,800 0.1599 916' 8 0.203 11,2008 15,000 13,600800 ,3 24,400 24,400 30,400 5/8"48 0.256 14,100 18,900 21,800 30,700 30,700 ' 38,400 3/4"-16 0.373 20,500 2700 .31,700 44,800 44,800 56,000 7/8"-14 0.509 16,800 30,500 43,300 61,100 61,100 76.400 1",12 0.663 21,900 39,800 56,400 79,600 79,600 99.400 1"-14 uns 0.679 2200 40,700 57,700 81,500 81,500 101,900 1.1/$ =12 0.856 28,200 51,400 63,800 . 89,900 102,700 128,400 1=1/4"-12 1.073 35.400 64,400 79,400 112,700 1-3/8"-12 1.315 43,400 78,900 97,300 138,100 1-1/2"-12 1.581 5200- . .94,900.. 117,000 166,000 tProol loads and tensile strengths are computed by muitlplyin9 the proof load stresses and by the stress area of the thread. As = 0.7854 (D - 0.9743) 2 N where D equals nominal diameter in inches, and N equals threads per inch. 128.800 161,000 157,800 197,200 189,700 237,200 tensile strengths stresses