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Home My WebLink AboutPermit S07-053 - ADVANCED CARE DENTALADVANCED CARE DENTAL 16600 WTVH S07-053 City Alt 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 PERMANENT SIGN PERMIT Parcel No.: 2523049085 Address: 16600 WEST VALLEY HY TUHW Suite No: Permit Number: S07-053 Issue Date: 08/14/2007 Permit Expires On: 02/10/2008 Business: Name: Address: Phone: Property Owner: Name: AULAKH BUTTAR & CANTOR LLC Phone: Address: 16600 WEST VALLEY HWY Contact Person: Name: Address: Contractor: Name: Address: Phone: Phone: DESCRIPTION OF WORK: REDO EXISTING MONUMENT: KEEP TOTAL HEIGHT THE SAME BUT RAISE SIGN VIEW. sm Fees Collected: $120.00 PERMANENT SIGN: Zoning: C/LI Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 0 0 0 0 Sign Lighting: Face Residential Land: Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 196 0 Building Height (feet): 18 0 Sign Size (sq. feet): 36 0 Sign Height (feet and inches): 10 ' 0 " 0 ' 0 " Setback (feet): 16 0 Number of Sign Faces: 2 0 Planning Division Authorized Signature: 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: SIGN -PERM S07-053 Printed: • • SITE INSPECTION (PLANNING) File No. S07-053 Name of Tenant: Advanced Care Dental Center Sign Address: 16600 West Valley Hwy Date Photo Taken: May 22, 2009 Comments: Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of _/_/_ Make new site visit and take photo by _/_/ ELEVATION scale: 3/4'1' NON -ILLUMINATED ALUMINUM CABINET VINYL GRAPHICS DOUBLE FACED 5ft0in 5ft5in Il� l CABINET SIGN PAINTED TO MATCH PMS7461C TRANSLUCENT - POLYCARBONATE FACES TRANSLUCENT & OPAQUE VINYL GRAPHICS INTERNAL ILLUMINATION VIA 800MA FLUORESCENT LAMPS ALUMINUM BASE COVER CENTER POLE MOUNT SEE INCLUDED ENGINEERING SIGN AREA: 60 SQ. FT g_ (425) 251-6044 METeET2e0E11 ,31WyeTz 1425) 251-6044 6ft2in 6 in x 6ft8in 2ftlOin a 10ft SITE PLAN scale: t02'.su1i9utsa "=50e Specs: Double sided illuminated monument sign with polycarbonate faces and translucent vinyl graphics. Address digits in opaque vinyl graphics. PPrIPIVF NEON Project: Advanced Care Dental Center, 16600 West Valley Highway, Tukwila, WA REVISION DATE: 07/30/07 FAUG 0 7 200 DEVELOPMENT This drawing has been produced effusively for use by Apollo Neon, Inc. It is not to be distributed or displayed without written permission from Apollo Neon, Inc. This drawing may be purchased from Apollo Neon, Inc. %,0 Qn b' ELEVATION scale: 3/4"=1' NON -ILLUMINATED ALUMINUM CABINET VINYL GRAPHICS DOUBLE FACED CABINET SIGN PAINTED TO MATCH PMS 7461C TRANSLUCENT - POLYCARBONATE FACES TRANSLUCENT & OPAQUE VINYL GRAPHICS INTERNAL ILLUMINATION VIA 800MA FLUORESCENT LAMPS ALUMINUM BASE COVER CENTER POLE MOUNT SEE INCLUDED ENGINEERING. SIGN AREA: 60 SQ. FT. 5'8" 5'0" (6bido i W (425) 25 L J 1-6044 0 ATM (425) 2 S aeon 7GIFM 1-6044 6'0" r co SITE PLAN scale: 1 "=50' OdifYIYIJISti • • Specs: Double sided illuminated monument sign with polycarbonate faces and translucent vinyl graphics. Address digits in opaque vinyl graphics. Project: Advanced Care Dental Center, 16600 West Valley Highway, Tukwila, WA Date: 10-11-06 AUGREelavED 0 7 2007 COMMUNITY DEVELOPHEW IThis drawing has been produced exclusively for use by Apollo Neon, Inc. It is not to be distributed or displayed without written permission from Apollo Neon, Inc. This drawing may be purchased from Apollo Neon, Inc. +.O -,L =ti#rl� 1Q)L4�Jd(1S N91s ►,v X 1,47)-42:o( ---�--_�� -T714 cralaVd wog CLLS 47 SA 61 kUM .0) S ' g */ / d o7 1 Z.• =r Q1-.-1 a F— )4- x" g r'LL .d 3 vn se3 .0) .1,r =Qti) b'ZIt41 =d G %4.2 i .d S 1v t /�41 cy.-10-2„rt 0-)) Q r' i NI 2.9S+ 9' 47/5/ ar No3N 0-110civ • • • • Title : Degnr. Descrtptlon : scope Job # Date: 10:24AM, 5 OCT 06 Red 680006 User: K -0603169 Ver5.8.0 1-Dea2003 (0)1983.2003 ENERCALC Engineering Software Description Steel Beam Design Page 1 4 eneral Information AGM Steel Section P6STDFy Center Span Left Cant Right Cant Lu : untraced Length 0.00 ft 0.00 ft 10.00 ft 0.00 ft Code Ref AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 t Fixed -Free Lo3 Load Duration Factor 1.33 i Sm Wt. Added to Loads Elastic Modulus 29,000.Oksi LL & ST Act Together 1 Distributed Loads Note! Short Term Loads Are WIND Loads. 1 #11 #i2 83 04 05 166 1lc7 DL 0.005 LL 0.089 ST Stan Location End Location k/5 kit Wit ft ft Deflection Quite High i 1 Static Load Case Governs Suss Using: PBSTD section, Span at O.00ft, Fy = 38.OkaI, Left Cant. = 0.00ft, Right Cant = 10.005 End Fbdty a Fixed -Free. Lu = 0.00ft. LDF =1.330 _MAL_ 5.552 k4t 7.838 ksl 0.330 : 1 Moment fb : Bending Stress fb/Fb ....SliCIIIWIL. 18.830 k -ft Max. Dation -0.012 in 23.760 ksi LengthIDL Dep 0.0 : 1 Length/Shear 0.000 k 26.732 k {� Deft) 0.0:1 i fir : Shear Stress 0.000 WA 14.400 kai fv l Fv 0.000: 1 i Force & Stress Summary «- These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL+ST Max mum 40n1 . Max M + 5.55 k -It k -ft Max. M - -5.55 -6.55 k- Mex MLeft k -ft Max. M 6 Right k -ft Shear ® Left k k Shear ra Right k k Center Dep. -0.0121n -0.012 -0.012 -0.012 0.000 0.000 In Left Cant Deft 0.000in 0.000 0.000 0.000 0.000 0.000 In Right Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Deft . 0.000 R 0.000 0.000 0.000 0.000 0.000 in Reaction 6 Lett k Reaction Rt k Fa catc'd per Ea. E2-1, K`iJr < Cc [Section Properties P6STD Diameter 8.630 in Weight 18.95 *5 hoc 28.100 1n4 I yy 28.100 in4 Thicdrness 0.280 In Sxx 8.500 in3 Area 5.58 int Syy 6.500 in3 R-xx 2.250 In Values for LRFD Design.... R-ri 2.250 In J 56.300 1n4 Zx 11.300 in3 Zy 11.3001n3 4ev: L80002 I User WY -0603168, Ver 5.8,0, 1 -Dec -2033 (cii98?-2003 EN!RCALC Engi .:. . Software Title : Dsgnr: Description : Scope: Pole Embedment in Soil Description Circular pole with Uniform Loads General Information IG Job # Date: 10:35AM, 5 OCT 06 Allow Passive Max Passive Load duration factor Pole is Rectangular Width No Surface Restraint Moments. r Surface... Point load Distributed load Without Surface Restraint... Required Depth Press @ 1/3 Embed... Actual Allowable 250.00 pcf 1,500.00 Paf 1.330 42.000 in 0.00 ft-# 4,650.00 3.376 ft 360.29 psf 362.01 psf Code Ref. 1997 UBC 1808.8.2.1. 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 Applied Loads... Point Load distance from base Distributed Load distance to top distance to bottom Total Moment Total Lateral 0.00 lbs 10.000 ft 93.00 #/ft 10.000 ft 0.000 ft 4,650.00 64 930.00 lbs L RECEIVED AUG 0 7 2001 COMMUNITY DEVELOPMENT • • Title : Dsgnr: Description : Scope : Rev: 680072 Uler. KW-08b3169.Vat 5.8.0, I-pec-2oo3 Pole Embedment in Soil Sc)1883-2003 ENERCALC Enpviserfnp Sofwus I(3 Job 6 Date: 10:38AM, 5 OCT 05 Pape 1 Description Circular pole with Uniform Loads General Information Cale Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 38.4.3 I Allow assive 250.00 pcf .Appy Loads... Max Passive 1,500.00 Pet Point Load 0.00 ibs Load duration factor 1.330 distance from base 10.000 ft Pole is Rectangular Width 38.000 in Distributed Load 93.00 tit/R No Surface Restraint distance to top 10.000 R distance to bottom 0.000 ft Summary f Movants • Surface... Point load Distributed load Without Surface Restraint... Required Depth Press 1/3I=mbed... Actual Allowable 0.00 R4 4,850.00 3.600 R 382.51 psf 383.72 pal Total Moment Total Lateral 4,850.00 ft4 930.00 Ibs AUG 0 7 2001 • oN/ creno 1t7: i4 4 Li45 • • APOLLO NEON INC 4 5 6 2 PAGE 02 T 6ft&m EcEi �G 0 COMMIT EVELOP, 10 ft 1 07 h ft— —6 ft 20 In --- sag deed Yhaslasbe mosubsol ego adlM polyesrboosto tsar ind imasbesst slept stews. iamb digits b opgw stall piston. r. beast Lea Rh drab; b; tw bum wenn t-0tt I * tar OR by *ft Mtsa, llt:r its sot to a esOlibotad w abloyr WOW sato wobble treat Nab Moos, inc. s OROS deet► me Nasi lima Moats Wok kb City cT ukwil a PER .). Department of Community Development 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 206 431-3670 PNO,0 ) Business Name ' lekko Applicant/contact cant/contact (� Il o Ntic�v� ,✓\c. C ctor Please print k66OO Uutsk Va.N V\* v.>Lka c1$1b8 Address of Sign -y q a 7S c oo�v\Dour 1�1�e ,S�•�4 ' 0 11(1014I}fo Address. ` ity. State, Zip 9 S 2-75 q`ISCXD i+dvhow►�- lat�^c !Sv k{4 at)b Mvkt t\rO Address, City, State, Zip C(12-) SI - 6oN(-1 Phone cl)-S)391-soy�f Phone (tiaS)3vie( -5ct1t( Phone CHECKLIST [r 3 sets of plans (dimensioned and scaled), induding site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs I- Sign elevations with area calculations and dimensions ❑ Building elevations (for wall signs) a Supporting structure and method of illumination Q' One copy of valid Washington State contractor's license ❑ _ $120 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 ff any of the above are bue, the application must go through structural review. 4 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 sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding Did building go through design review? 0 Yes ❑ 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) Sign size(square feet) Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LDR, MDR orHDR zones. Does wall sign weigh more than 400 pounds?(Y/N) --- Sign illumination (intemat/extemallnone) 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. 1416, Height of building (feet). Generally, signs may not be higher than the building with which they are associated 11 Size of sign face (square feet). Structural review is required for pole signswith faces 30 square feet or more in area Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. 10 r Distance from closest edge of sign to property livres (feet). Generally, signs must be set back from all property lines a distance equal to their height. 1 r Number ofsicnfaces 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 431-3870 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 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 Tbe met. �GJU�C owI%r r a )V ?cot \t, v \cwt.. (4. 01A., Email Address Date (Signature of or authorized agent) FOR OFFICE USE ONLY Zoning: Planning review by. ❑ Denied ❑ Issued 0 Issued with conditions Structural review required? 0 Yes ❑ No Structural review by: ❑ Denied 0 Approved P:\Planning Forms\ Applications\ PermSign-12-06.doc on 12/20/01 0 Approved with conditions Revised