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HomeMy WebLinkAboutPermit S05-049 - NORTHFIELD CAR WASHNORHTFIELD CAR WASH 14840 TIB S05-049 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMANENT SIGN PERMIT Parcel No.: 0041000130 Permit Number: S05-049 Address: 14840 TUKWILA INTERNATIONAL BL TUKW Issue Date: 06/21/2005 Suite No: Permit Expires On: 12/18/2005 Business Name: NORTHFIELD CAR WASH Phone: Address: 14840 TUKWILA INT'L BLVD, Property Owner: Name: CITY OF TUKWILA Phone: Address: 6200 SOUTHCENTER BLVD Contact Person: Name: KATHRYN COBB Phone: 360 459-3200 Address: 8751 COMMERCE PL DR Contractor: Name: 1-5 DESIGN & MANUFACTURE Phone: 360 459-3200 Address: 8751 COMMERCE PL DR NE DESCRIPTION OF WORK: one wall sign 31.2 sf "Car Wash" and one monument sign 36sf " Northfield Car Wash" Fees Collected: $200.00 Zoning: RC Sign Type: PERMANENT SIGN: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 4200 0 0 0 Wall Sign Size (sq. feet): 31.2 0 0 0 Sign Lighting: Face Residential Land: N N N N Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 234 0 Building Height (feet): 28 0 Sign Size (sq. feet): 36 0 Sign Height (feet and inches): 8' 6" 0' 0" Setback (feet): 8.5 0 Number of Sign Faces: 2 0 Planning Division Authorized Signature: TUKW 00638 Date: 'D 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. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 206 431-3670 PERMIT NO. 0217 JUN DATE:- 4 100r'I,3j1"5-.. O J bk-vE. 1•40A0 PERMANENT SIGN PERMIT APPLICATION ?1ort61ftcld Car Ldalti Business Name fr? cFDtr�h G)bb Applicant/Co tact CX-5tobes'r Mfyontracr Please print 14840 Timi Z-PHervtal-«r7aI 13/vd- Address of Sign 115( Covnwtcrc.L Plctoc br'ivc. 7JE., Address, City, State, Zip 11 Address, City, State, Zip Phone .3 4 59.3 P60 Phone 3(o. 4151. 3a00 Phone CHECKLIST ❑ 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 signs Sign elevations with area calculations and dimensions Ne Building elevations (for wall signs) Supporting structure and method of illumination ❑ One copy of valid Washington State contractors 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 ❑ Wall sign weighing 400 pounds or more 11 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: [51 Internally lit 0 Externally lit 0 Not lit Does the sign face residential zones or public facilities? O Yes No Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. Did building go through design review? ❑ Yes ❑ No Including this sign how many signs will list this business? Freestanding_ Wall_ WALL SIGN: What is the wall area (length x height) where the sign will be mounted? square feet Wall sign size: ., = square feet Does wall sign weigh more than 400 pounds? ❑ Yes No If the sign weighs more than 400 pounds it requires structural review. See checklist for additional information required. -,FRTEESTATN©ING 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: 51 square feet Structural review is required for pole signs with laces 30 square feet or more in area, see checklist for additional information required. Number of sign faces: oZ ! Height of building: 45 feet Generally, signs may not be higher than the building they are associated with. Sign height: 8 feet (O 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: Q 3i r -(o rr 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 fooling 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 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. (NOTE: IF A FINAL INSPECTION HAS NOT BEEN REQUESTED WITHIN 180 DAYS OF PERMIT ISSUANCE THE PERMIT WILL EXPIRE.) I HEREBY CERTIFY that the above information furnished 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 will be met. 5-11-05 Date (Signature of ownjr or authorized agent) 360.i451,3a00 Phone FOR OFFICE USE ONLY Zoning: Planning review by: O Denied 0 Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: O Denied 0 Approved Actual time spent to review Additional charges for time over 2 hours Comments or Conditions: 0 Approved with conditions TUKW 00639 Jun 21 05 12:38p I- 5 Signs, Inc. 3604560415 rr Rc P. � 5 DESIGN: '& -MANUFACTURE i-;1375;1 COMMERCE ,PEACE: DR"r NE OLYMPIA WA 985161326 State of Washington County of Thurston I certify that this is a true and correct copy of a document in the possession of I-5 Signs, Inc. DBA: I-5 Design & Manufacture (I5DESM*971JH), as of this date 3A0,G5 Notary Public in and for the State of Washington Residing in My appointment expires /L( -off CV?' TUKW 00641 Jun 21 05 12:38p I- 5 Signs, Inc. 3604560415 p. 1 4117J i</kTr1 kCYI‘) (66. 431. 3‘405 DEPARTMENT OF LABOR AND INDUSTRIES FIVE SIGNS INC 8751 COMMERCE PL DR NE LACEY WA 98516-1326 State of Washington County of Thurston I certify that this is a true and correct copy of a document in the possession of 1-5 Signs, Inc. (IFIVES115103), as of this date. (91-84bras, 020d/ Notary public in and for the State of Washjt Residing in My appointment expires 0.2 TUK1N 00642 • MONUMENT SIGN LOCATION 8'-6" TALL X 6' WIDE 8'-6" SETBACK • CHANNEL LETTERS EAST ELEVATION SCALE 1" = 15' KEY NOTES 0 4' CONCRETE BASE. TYPICAL ❑2 KLA -AU. STRUCTURAL BRICK. 80X INCA 40; MOUNTAIN BLEND. TYPICAL CEMENT PLASTER n015N. MATCH OLYMPIC SOUD COLOR STAIN'DRFTWOOO BEIGE, TYPICAL O 1X10' BUILT-UP WOOD TRIM. STAINED CLYIIPIC SOUD COLOR STAIN 'SILVER DOLLAR'. TYPICAL ❑S 1/2' T1-11. STAINED OLYMPIC SCUD COLOR STAIN 'DRIFTYf00D BEIGE', TYPICAL Q WEATHER RESISTANT DRAINABLE BLADE LOUVER 0 2X8 FACIA W1H 104 11111. STAINED OLYMPIC SOLID COLOR STAIN 'SILVER DOLLAR', TYPICAL Q8 ASPHALT ROOF SHINGLES. TYPICAL Q9 ROOF VENT. TYPICAL 10 CMU VACUUM ISLAND BASE. TYPICAL 0 UGHT POLE PER ELECTRICAL, TYPICAL 17 COIN VAULT. TYPICAL RECEI IT:0 )JUN 14 2005 COIVM(JIUNt I DEVELOPMENT �I1.2 eft' y did < D air 2 m a 7O ▪ NO cco ao LJ O 2C2 — Z Q S < Z • 3 L tD 01 - O S �+ a0s zvr _�' PEV19005 BY SCALL A5 NOTED PL01 DATE: 03/09/05 DATE: 12/18/04 CAD FILE: 03-003431.0wC JOB NU00ER: 03-063 CHECKED: DRAYM: PARC SEA STATUS: DESIGN REN50 ELEVATIONS A3.1 TUKW 00643 • 25-1112 APP TO. 14.10061-1N6 f® 16'i• q 1 I Ib' -0' © 0 0 16'-0' I5- . 11 ID�I�ummanunuuU�p� FpUUU�uuuullnq op__ nruoup p[ -r ;_1 far Q 22'-0' 14'0 4'-0' ice,"1i. 12 �\rir o El i=M �.-- 0 0 o lilligginumuluilqODBEIuuoouuuuu00119© 1 19'-6' 16'0 OWEST ELEVATION SCALE 1" = 20' OSOUTH ELEVATION SCALE 1" = 20' 0 Q I111111111 I 1110 1 11111 1011111 IIIIIIIII 1111111911111 I 11111 1 1 111 111111111111111 61 1111111 i, 111 111 I I II! ul,. 1 MEND" ?.? h 1.? it Ip'� m_ • ■ ONORTH ELEVAT!ON SCALE 1" = 20' 0 0 0 O'o Ippllp@Qlpppppppm' 1 IIT N 1 I I I iiii11111111 1 m l l II mil I I T111 I 111111 III M I L L I ion. 12-6 APPw BO FRAALN6 0-0' A.PP. — _ _ 91LL%L1011G. Gou6W—Q OEAST ELEVATION SCALE 1" = 20' KEY NOTES CI 4' CONCRETE BASE. TYPICAL ❑2 KLA -AU. STRUCTURAL BRICK, 605 INCA 40x MOUNTAIN BLEND. TYPICAL OS CEMENT PLASTER FINISH. MATCH OLYMPIC SOLID COLOR STAIN 'ORIFTNOOD BEIGE'. TYPICAL O 1010' BUILT-UP WOOD TRIM. STAINED OLYMPIC SOUD COLOR STAIN 'SILVER DOLLAR', TYPICAL OS I/2" TI -I I. STAINED OLYMPIC 5013D COLOR STAIN 'DRIFTWOOD BEIGE'. TYPICAL © WEATHER RESISTANT DRAWABLE BLADE LOUVER OT 206 FACIA NTTH 1x4 TRIM. STAINED OLYMPIC SOLID COLOR STAIN 'SILVER DOLLAR', TYPICAL 06 ASPHALT ROOF SHINGLES. TYPICAL 00 ROOF VENT. TYPICAL ID CMU VACUUM ISLAND BASE. TYPICAL It UGHT POLE PER ELECTRICAL, TYPICAL El CDN VAULT, TYPICAL Amort RECE°'' JUN 14 2005 DEVELOPMENT ..1114 2 N U 0 — J w I 1- 0 Z 9 <- rn Z 00 < 0 < rn Z �, Z - Z <_ L9- < z :2 of �< 03 O Z�� REVISIONS BY SCALE: AS NOTED PLOT DATE: 03/09/05 DATE: 12/18/04 CAD FLE: 03-063431 .DX0 308 NUMBER: 03-063 CHECKED: PAMC DRAWN: SEA STATUS: DESIGN RENEW ELEVATIONS A3.1 TUKW 00644 FACE COLORS TO BE: 3M "EMERALD GREEN" #230-126 / PANTONE 3435c 3M COBALT BLEU #230-157 / PANTONE 288C FULL COLOR PRINTED LOGO SCALE 1/4" = 1' DOUBLE -SIDED MONUMENT SIGN 8'-6" TALL X 6' WIDE - 8'-6" SETBACK AREA = 51 S/F A WHITE FORMED ALUMINUM CORNICE INTERNALLY B ILLUMINATED ACRYLIC FACE O RETAINER TO MATCH BLDG. WALL COLOR D BRICK BASE TO MATCH BLDG. CHANNEL LETTER / TRANSFORMER DETAILS ALU*IINUM SHEEiMETAL RETURNS AND ACK i 2 FRAME: 1 "xl "x.125 ALUM TUBING POLYCARBONATE FACES STEEL MEMBERS (DRI-VIT SURFACE) C -CUP NEON RECEPTACLE U.L. LISTED GLASS TUBE STAND NEON TUBE il (2) TEK SETSCREWS EVERY 30," TYP (TOP 1NJD BOTTOM)) i I'TRANSFCIRMER •INSULATED GTO CABLE EC 600131(a) GROUNDED METAL CONDUIT W/ SINGLE CONDUCTOR TO TRANSFORMER (ONLY 2 CONNECTIONS - PIECE OF NEON) SCALE 1" = 1' ..J GROUNDED METAL RACEWAYENCLOSURE (U.L. LABELED AND ACCESSIBBLE. WEATHER PROOF AND INSTALLED IN EXTERIOR LOCATION 3/8" x 4" THRU BOLTS (TOP AND BOTTOM EVERY 30" TYP) C) LAMP CONNECTION (2) 1"x 1"x.125" ALUMINUMTUBE (3) 1/2" X 2 1/2" TEK SCREWS (4) .060 ALUMINUM SHEET METAL (5) TEK SETSCREWS 2' CHANNEL LETTERS ON RACEWAY SCALE 1/4" = 1' AREA= 31.2 S/F KEY NOTES ID C CONCRETE BASE, TYPICAL ▪ KLA -AU. STRUCTURAL BRICK. 602 INCA 40R MOUNTAIN BLEND. TYPICAL ▪ CEMENT PLASTER FINISH, MATCH OLYMPIC SCUD COLOR STAIN 'DRIFTWOOD BEIGE', TYPICAL O 1X10' BUILT-UP WOOD TRIM, STAINED OLYMPIC SOLD COLOR STAIN 'SILVER DOLIAR'. TYPICAL QS 1/2' TI -11. STAINED OLYMPIC SOLID COLOR STAIN 'DRIFTWOOD BEIGE', TYPICAL © WEATHER RESISTANT DRAINABLE BLADE LOUVER Q7 208 FAOA WITH 184 TRIM, STAINED OLYMPIC SOLO MDR STAIN '9LVSR DOLLAR'. TYPICAL Q8 ASPHALT ROOF SINGLES, TYPICAL Q9 ROOF VENT. TYPICAL 10 CMU VACUUM ISLAND BASE, TYPICAL it UGIT POLE PER ELECTRICAL TYPICAL 12 CON VAULT. TYPICAL RECE ' D ,JUN 14 2005 COM{AUN: i Y DEVELOPMENT REVISIONS B SCALE: AS NOT PLOT DATE: 03/09/ DATE: 12/18/ CAD FILE: 03-063AS1.D J08 NUMBER: 03-0 CHECKED: PA: DRAWN: STATUS: DESIGN RE.1I ELEVATIONS A3.1 TU KW 00645 1 STRUCTURAL TECHNOLOGY ULTANTS, INC 651 ARROYO DRIVE, SAN CIECsO, CA 92103 (619) 296-2096 FAX(619) 296-2196 • PROJECT: NORTHFIELD CAR WASH, 14840 TUKWILA INT'L BLVD., TUKWILA, WA PROJ. NO.: 1110-39 DESIGNER: VH CLIENT: I-5 DESIGN i MANUFACTURE SHEET: 1 OF 2 DATE: 05-09-05 CODE: 2000 IBC WIND: Basic Wind = 100 w/ 3 sec. gust Exposure = C Wind governs See pages 2 of 2 Design Wind Pressures (psf) : 0 '- 15' 24.49 AREA FORCE ARM MOMENT 51.0 1249 4.25 5308 51 1249 5308 FOOTING SOIL PRESSURE = 150 x 2 x 1.33 = 399 PSF/FT (IBC TABLE1804.2 VALUE x2x1.33, PER 1804.3.1 & FOOTNOTEd) P = 1249 LBS H = 4.25 FEET B = 1.50 FEET S1=SxD/3= 698.39 A=2.34xP/(SI XB)= 2.79 D=.5xA(1 +(1 +4.36XH/A)^.5) 5.25 FEET FORMULA PER IBC SECTION 1805.7.2.1 1 '- 6 "DIAMx 6 " DEEP COLUMN PIPE STEEL - ASTM A53 GRADE B S = 5308 X12/(1.33)(22000)= 2.2 @ 0.0 FT 3.5 "PIPE w= 9.1 #/ft t= 0.226 " TYPICAL SADDLE ® DETAIL GENERAL NOTES FOR POLES AND FOOTING: I. CONCRETE r'c=2500 P5I. SPECIAL INSPECTION NOT REQUIRED. 2. PIPE STEEL ASTM A53 GRADE B. 3. SIGN CABINETRY SHALL BE FABRICATED IN THE SHOP OF AN APPROVED FABRICATOR. 4. SOIL PASSIVE PRESSURE BASED ON 1991 USC TABLE 18 -I -A CLASS 4 OR BETTER. SPECIAL INSPECTION NOT REQUIRED. lIF SOFT OR SANDY SOIL, COLLAPSING OR UNSTABLE SOIL, ORGANIC MATERIALS OR GROUNDWATER ARE ENCOUNTERED, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL FOUNDATION REQUIREMENTS.) 5. PROVIDE SLOPE AWAY FROM BASE OF POLE. TUKW 00646 • WIND -02 Wind Load Design per ASCE 7-02 • Description: Northfield Car Wash, Tukwila, WA Analysis by: VH - (1110-39) User Input Data Structure Type Other 1 Basic Wind Speed (V) 100 mph Structural Category 11 Exposure C Struc Nat Frequency (n1) 1.1 Hz Kd (Directonality Factor) 0.85 Overall Structure Ht (Ht) 8.50 ft Width Perp. To Wind Dir (B) 6.00 ft Width Paral. To Wind Dir (L) 1.00 ft Damping Ratio (beta) 0.65 Red values should be changed only hrough "Main Menu" :Calculated Parameters Type of Structure Height/Least Horizontal Dim 8.50 Flexible Structure No Calculated Parameters Importance Factor 1 1 Non -Hurricane, Hurricane (v=85-100 mph) & Alaska Table C6-4 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Am = 0.154 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft • Gust Factor Cate • o I:: Ri • id Structures - Simplified Method. , Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Wind Pressure based upon different Cfs (Ib/ft"2) 1 1.00 Gust Factor Category 11 Rigid Structures -CompleteAnalysis Cf 1.20 Zm Zmin 15.00 ft lzm Cc * (33/z)"0.167 0.2281 15.70 Lzm 18.84 427.06 ft Q ,I*(zm/33)"Epsilon (1/(1+0.63*((Min(B,L)+Ht)/Lzm)^0.63))^0.5 0.9725 Gust2 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)) 0.9105 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Design Wind Pressure - Open Buildings and Other Structures Elev. ft Kz Kzt Qz Ib/ft"2 Wind Pressure based upon different Cfs (Ib/ft"2) 1 1.00 w 1.30 Cf 1.20 w*Cf 1.56 ?? 1.00 ?? 1.00 15 0.85 1.00 18.47 15.70 20.41 18.84 24.49 15.70 15.70 t Note: 1) User must select shape factors from the appropriate tables, and enter within this able. TU KW 00647