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Home My WebLink AboutPermit S08-043 - BARTHCOBARTHCO 18200 CASCADE AVE S #202 S08-043 BUILDING MOUNTED SIGN File No. Name of Tenant: Sign Address: Date of Photo Taken: SITE INSPECTION [PLANNING] S08-043 Barthco 18200 Cascade Ave S #202 06.03.2008 Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/20XX Make a new site visit and take photo by XX/XX/20XX COMMENTS: Sign inspected and appears to conform to permit application —CB City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 7888900150 Permit Number: S08-043 Address: 18251 CASCADE AV S TUKW Status: PENDING Suite No: Applied Date: 05/16/2008 Applicant: AMERICAN NEON INCORPORATED Issue Date: Receipt No.: R08-01678 Initials: User ID: CB 0400 Payment Amount: $125.00 Payment Date: 05/16/2008 10:22 AM Balance: $0.00 Payee: PIF TRANSACTION LST: - Type Method Descriptio Amount Payment Check 13888 125.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 125.00 Total: $125.00 2485 05/16 9710 TOTAL 125.00 rinr. Rnr.aint-OR PrintM• fly -1R-2008 Parcel No.: Address: Suite No: City ofbI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us 7888900150 18251 CASCADE AV S TUKW PERMANENT SIGN PERMIT Permit Number: Issue Date: Permit Expires On: S08-043 05/19/2008 11/15/2008 Business: Name: Address: Property Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: BARTHCO 18200 CASCADE AVE SOUTH #202 , CASCADE TUKWILA LLC 7900 SE 28TH ST #200 SONYA W AMERICAN NEON AMERICAN NEON 9402 39TH AVECT SW Phone: Phone: Phone: 253 627-7446 Phone: 253 627-7446 DESCRIPTION OF WORK: ONE WALL SIGN FOR BARTHCO -CB Fees Collected: PERMANENT SIGN: Wall Area (sq. feet): Wall Sign Size (sq. feet): Sign Lighting: Face Residential Land: $125.00 Zoning: C/LI Sign Type: Street Frontage for Entire Lot: Building Height (feet): Sign Size (sq. feet): Sign Height (feet and inches): Setback (feet): Number of Sign Faces: Wall Sign #1 3500 44.35 N Wall Sign #2 0 0 Freestanding Sign #1 0 0 0 0' 0" 0 0 Wall Sign #3 0 0 Freestanding Sign #2 0 0 0 0' 0" 0 0 Wall Sign #4 0 0 Planning Division Authorized Signature. � - Date: G>'Aj - Lg'CH 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: SIGN -PERM S08-043 Printed: 05-19-2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.cidukwila.wa.us RECEIPT Parcel No.: 7888900150 Permit Number: S08-043 Address: 18251 CASCADE AV S TUKW Status: PENDING Suite No: Applied Date: 05/16/2008 Applicant: AMERICAN NEON INCORPORATED Issue Date: Receipt No.: R08-01678 Payment Amount: $125.00 Initials: CB User ID: 0400 Payment Date: 05/16/2008 10:22 AM Balance: $0.00 Payee: PIF TRANSACTION LIST: Type Method Descriptio Amount Payment Check 13888 125.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 125.00 Total: $125.00 .inn• L7 cnninf_r1R PrintAri 115_16_7nnR RECEIVECIII City ciplukwila PERMIT 0. Department of Community DevelopmM tY 16 2008 6300 Southcenter Boulevard, Suite 10%ammo E: Tukwila, Washington 98188 DEVELOPMENT 206 431-3670 -o6-(3 PERMANENT SIGN PERMI APPLICATION 1ar4-h CO Business Name Ameri carp tOv\ 1k' c. iicant/Contact Amey\can N+zovx I roc, Contractor Please print 1 E52to Cat scci cte. Prve bra -h 4t 2-02- Address -02Address of Sign ,94x2 35-4-1h Prve Cf -SW ! i_a_ke uicix tAJA 9V-59 Address, City, State, Zip 940,2 39N'1 A,rt? Ci- Lif.X IC.Lu-1::C& W 9 X99 Address, City, State, Zip 4a_5 - l0 5LD - 5R-- 1 Phone 0ZS 3- lD 23 --1-44- to Phone .153 - l02 / - 4-ii'lo Phone CHECKLIST O 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs O Sign elevations with area calculations and dimensions 21 Budding elevations (for wall signs) ILS Supporting structure and method of illumination O One copy of valid Washington State contractor's license 0 $125 application fee per sign See back of form for examples Is your sign a: ❑ Freestanding sign 15 or more feet in height O Pole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: O $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 sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTIO How many signs will list this business? Freestanding Did building go through design review? 0 Yes 3 No Wall WALL SIGNS: #1 #2 #3 #4 Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) I2SY 28'' 3500 5F Sign size(square feet) 44. 35 SF NO Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. Does wall sign weigh more than 400 pounds?(Y/N) N 0 I r\}crna� Sign illumination (internal/external/none) FREESTANDING SIGNS: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. Height of building (feet). Generally, signs may not be higher than the building with which they are associated Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. Number of si • n faces 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 structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-6630. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE, I HEREBY CERTIFY that the above information fumished by me ist true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tu _ ' I be met. 5/1 /OFS Date Zoning: WarLelthdAelfulaCZNA wner or authorized agent) Email Address Planning review by: O Denied 0 Issued 0 Issued with conditions Structural review required? 0 Yes 0 No P:\Planning Forms\Applications\2007 Applications Structural review by: O Denied PermSign-12-07.doc 0 Approved 0 Approved with conditions Revised on 12-07 ti. Hex Cap Screws - SAE J429 Mechanical & Quality Requirements for Externally Threaded Fasteners Proof Load & Tensile Requirements 1 Coarse Thread Series - UNRC GRADE 2 GRADE 5 GRADE 8 Nominal Dia. Of Product & Threads per Inch Stress Area Sq. In Proof Load Ib. Tensile Strength Min. Ib. Proof Load Ib. Tensile Strength Min. Ib. Proof Load Ib. Tensile Strength Min Ib. 1/4" - 20 0.0318 1,750 2,350 2,700 3,800 3,800 4,750 5/16" - 18 0.0524 2,900 3,900 4,450 6,300 6,300 7,850 3/8" - 16 0.0775 4,250 5,750 6,600 9,300 9,300 11,600 7/16" - 14 0.1063 5,850 7,850 9,050 12,800 12,800 15,900 1/2" - 13 0.1419 7,800 10,500 12,100 17,000 17,000. 21,300 9/16" - 12 0.182 10,000 13,500 15,500 21,800 21,800 27,300 5/8" - 11 0.226 12,400 16,700 19,200 27,100 27,100 33,900 3/4" - 10 0.334 18,400 24,700 28,400 40,100 40,100 50,100 7/8" - 9 0.462 15,200 27,700 39,300 55,400 55,400 69,300 1" - 8 0.606 20,000 36,400 51,500 72,700 72,700 90,900 1-1/8" - 7 0.763 25,200 45,800 56,500 80,100 91,600 114,400 1-1/4" - 7 0.969 32,000 58,100 71,700 101,700 116,300 145,400 1-3/8" - 6 1.155 38,100 69,300 85,500 121,300 138,600 173,200 1-1/2" - 6 1.405 46,400 84,300 10,4000 147,500 168,600 210,800 ' Proof loads and tensile strengths are computed by multiplying the proof load stresses and tensile strengths stresses 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. Shear = 2/3 of Tensile Strength .� • 112 Lir :(| —' �z| o oo| LEGAL: CASCADE AVENUE SOUTH 0=6 Wi --CUL HOS —tiaras CM �" " /' W r2Wscr E 645-35 lif 101DT 615001 ^'^"i"!`'`|"|" /` | ||'�� . i /. - || Ill' ll| • BLDG. 1 |^|" '/ " ""` ^"p (" �1 ) /-="M= ^ ' . / r�� -^�l } �� `|''|'|'^|"|""|4"i"|"/``|"�`'/'|`'"'"|`"M"�`|"!""|�`'|`i"�`�` ^` / //�/| || ./� �/ || |/ || |/ || �|/ /^ 'r/`��"/"/^/","..� ~. .. . ...``~... . . .....'..``''. EC Mt .�_--_--_-__�- �� --„.`_ |4"i"|"/` || ./| �| |'�`'"!"|` /| "M"�`|"!""|�`'|`i"�` | | � | | || � | / • • ..,-11111110 ME CUL CM./'< 001:10 WOW= = BLDG. 2 vnENncAL,noms 1) WEST VALLEY HIGHWAY STE ADORERS: 18200 & 18300 CASCADE AVE s PARCEL NUMBEFt 7888900170sourHemER mum INDUSTRIAL PARK POR LOTS 15 & 17 — BEG SW COR LOT 17 TH S 78-36-10 E 80 FT TH ALG CURVE TO RGT CENTER BEARING N 11-23-50 E RAD OF 50 Fr ARC DISTANCE 78.54 FT THRU C/A OF 90-00-00 TH N 11-23-50 E ALG A LN 30 FT E OF & PUN W LN LOT 17 DISIANCE OF 357 Fr TO TPOB TH CONTG N 11-23-50 E ALG SD LN 29125 FT TH ALG CURVE TO LFT RAD 110 FT THRU C/A OF 62-57-52 ARC DIST 120.83 FT TH N 11-23-50 E ALG A LN 30 FT W CF & PLT W LN LOT 17 147.375 FT TO THE TOP OF RGT BANK OF GREEN RNER TH ALG SD TOP OF RGT BANK OF GREEN RNER THE FOLG COURSES & FT N 68-34-00 E 99 FT N 73-00-33 E 97.69 Fr MATO W MON OF SECONDARY ST HAY 2M TH LEAVING SD TOP OF RGT BANK OF GREEN RNER ALG SD W MGM ON A CURVE TO RGT THE cam BEARING N 47-33-20 W RAD OF 54114 FT ARC 1:457 OF 97.08 FT THRU C/A OF 09-11-11 TH S 51-37-10 W 131.40 FT TH ALG CURVE TO LFT ON SD W MGN RAD OF 61114 Fr ARC DISTANCE OF 423.53 FT THRU C/A OF 40-14-00 TH S 11-23-50 W 23.32 FT TH 14 78-38-10 W 295 Fr TO TPOB — AKA PHASE U OF CORPORATE PROPERTY INVESTORS BINDING SOE WM/WENT PLAT RECORDING NO 8104210455 & CITY OF TUKWILA BDRY LN SotoLks SITE PLAN k NW MOW , '� ///�"' ' . , ..' � '//"' • '�--------):1.1128:59[E .L4l-37'---�_ ' '^ ' '^ / � • ^-` � " '—' \`` `��--- \"�� ~``` ,�~ , RECEIVED Neon tube support Plex face — Neon tube Trim cap • Aluminum letter (sides & backs) 1 110 Extertoggie switch nal WALL Aluminum raceway 1/2° x 3° Lag with xpansion shield into concrete - 4ea min. Glass electrode housing GTO wire FI Transformer 511_0,4_1 8,,„„ INSTALL DETAIL CHANNEL LETTERS ON AN EXTERIOR RACEWAY • (division of Ozburn-Hessey Logistics) SIGN AREA 44.35 SQ. FT. %1S-G•C D 16 20001