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HomeMy WebLinkAboutPermit S06-053 - DENNY'SDENNY'S 5700 SOUTHCENTER BLVD S06-053 SIGN PERMIT City of 1tkwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMANENT SIGN PERMIT Parcel No.: 1157200353 Address: 5700 SOUTHCENTER BL TUKW Suite No: Permit Number: Issue Date: Permit Expires On: S06-053 11/09/2006 05/08/2007 Business Name: Address: , Property Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: DENNY'S Phone: 5700 SOUTHCENTER BLVD, TUKWILA, WA TJOSSEN ROBERT P ET AL 44320 SE EDGEWICK RD MARC LAWRENCE 2700 1ST AVE S WESTERN NEON 2700 1ST AVE S Phone: Phone: 206-682-7738 Phone: 206-682-7738 DESCRIPTION OF WORK: One freestanding sign (59.17 square feet) for Denny's. Fees Collected: PERMANENT SIGN: $199.00 Zoning: RCM 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: 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: Freestanding Sign #1 370 21 59.17 41' 6" 42 2 Freestanding Sign #2 0 0 0 0' 0" 0 0 Planning Division Authorized Signature: Date: ti/q/2.0-0 ( 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 doc: Permsign S06-053 Printed: 11-09-2006 City of ltkwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 INSPECTION. doc: Permsign S06-053 Printed: 11-09-2006 SITE INSPECTION (PLANNING) File No. S06-053 Name of Tenant: Denny's Sign Address: 5700 Southcenter Blvd Date Photo Taken: May 18, 2007 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 11/18/2007. Cityretf'ukwila OCT 0 5 20GERIv�IO. 'O ('- 05 3 Departn._.•Community Devel UN,N 6300 Southcenter Boulevard, Sui �PMENr DATE: ID/ 5/2O6_4p Tukwila, Washington 98188 206) 431-3670 Business Name Applicant/Contact � WC W i / NE -o7/ Contractor Please print 5i DO Sov 1 4GFr)1 8r-vD Address of Sign 2r7a-O fS7 fel-ye 3 . S EALt7z- un Address, City, State, Zip S.04714- Address, 4 Address, City, State, Zip Phone ?:/,..3y 204' 773e Phone 2d, 1x12-7731 Phone CHECKLIST 3 sets of plans (dimensioned and scaled), including site plan showing: Property lines \• Streets Buildings \i Locations of all existing and proposed signs Sign elevations with area calculations and dimensions Building elevations (for wall signs) Supporting structure and method of illumination One copy of valid Washington State contractor's license $115 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 If any of the above are true, the application 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 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) where the sign will be mounted? (square feet) Sign size(square feet) t 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) Sign illumination (intemal/extemal/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. .3 rl 0 1 Height of building (feet). Generally, signs may not be higher than the building with which they are associated Size of sign face (square feet). Stnictural review is required for pole signs with faces 30 square feet or more in area 157 Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. -7 Z2- I 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. / 41'7 G' 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 is true and correct under penalty of perjury by law in the State of Washington, and that the applica le requirements of the City of Tukwila will be et. /d 3 2aturorient G Caf2 7738' Date Phone FOR OFFICE USE ONLY Zoning: Planning review by: O Denied O Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: O Denied P:\Planning Forms\Applications\PermSign - June 2006.doc on 12/20/01 O Approved 0 Approved with conditions Revised • C U Q LICENSED AS PROVIDED BY LAW AS ELEC CONTR SIGN LICENSE# EXP. DATE ECO4 WESTENI0990E 09/05/2007 EFFECTIVE DATE 09/05/1991 WESTERN NEON INC 2700 FIRST AVE S SEATTLE WA 98134 Signature 1 Issued by DEPARTMENT OF LAR AND INDUSTRIES SWITCH 2°x3"x1/4° STEEL ANGLES 1/2° BOLTS, TYP. 5'-11" EXISTING POLE TYP. 3/16" 5eft axis cdkt'c( l D/Zo /ivy c,n d 5 10/41/rwJ 51t'�9 rc't ? culls ° 5'-5 3/4" NEW CABINET L 2"x2"x1/4" STEEL ANGLES 1' LONG GUSSETS WELEDTO HORI. ANGLES IN FIELD, TYPICAL PYLON SIGN ELEVATION SCALE: 3/8" =1'-0" 12° SIGN ° EXISTING 8° POLE 2'-6" 1 3/4° 1/2" BOLTS, 4 PER ANGLES / \ —J n:fa Ili n \ i 2°x2°x1/4"STEEL 1/2" BOLTS SIGN BACK 2"x3"x1/4" STEEL ANGLES SIDE VIEW SCALE: 3/8" = 1'-0" 1/4" i % ANGLE GUSSETS TYP. 27001st Ave S. Seattle, WA 98134 206.682.7738 www.westernneon.com ©2006 Western Neon Inc. Sketch DTUKPMT-01 Sales Rep Jay Blazek Notes Contact: M. Lawrence Date: °8{8406 /0,3,61, The design depicted herein is the sole property of Western Neon inc., and may not be Page 1 Of 3 reproduced in whole or in part without prior written consent from the company. 9 Actual colours, letter sizes and graphic layout may vary slightly due to the properties of materials. SITE ADDRESS 5700 Southcenter BLVD Tukwila, WA DENNY'S WO5X10 5'-5 3/4" 5'-5 3/4" 10'-4 3/4" FRONT VIEW 10'-4 3/4" ELECTRICAL LAYOUT (j PAINT ORANGE SATIN 138 0 VT8847 2nd SURFACE 0 RED VT 8987 2nd SURFACE ® RED SHADOW VT 8986 2nd SURFACE 0 WHITE V.3630-20 APPLIED LAST ® GOLD VT 8965 2nd SURFACE SIDE VIEW 11 5/16" ELEC. SPECS ITEM QTY DESCRIPTION 5.6 AMPS MAX. 640 WATTS MAX. 120 VOLTS ASSUMED 1 2 2 3 SIGN SQUARE FOOTAGE 4 4 5 57 6 CONSTRUCTION LAYOUT 2'-6" 7 3/8" EYE - BOLTS RECESSED ELECTRICAL SWITCH CAM CUT.09" AL BACK 5/8" HOLES THRU BACK FOR 1/2" BOLTS ELECTRICAL OUTLET W/ 7/8" NIPPLE. 1 1/2" X 1/8" ALUM. ANGLE ALUM.9" FSC EXTRUSION PAINTED 138 8 9 10 11 12 13 ORANGE SATIN 2"X 1 1/2" SOFT F-RETAIER PAINTED 138 ORANGE SATIN SG-LEXAN PLASTIC 3/16" PANFORMED FACE W\VINYL ON SECOND SURFACE 1/4" FASTENERS POWER SUPPLY PIGTAIL 2"X 2" X 1/4" ALUM. ANGLE 2"X 3" X 1/4" STEEL ANGLES 1'-61 /4" 1'-51 /2" SCALE: 3/8"=1'-0" 2700 1st Ave S. Seattle, WA 98134 206.682.7738 www.westernneon.com ©2006 Western Neon Inc. Sketch DTUKPMT-01 contact: M. Lawrence Sales Rep Jay Blazek Date: -87'071/.06 /873/04, Notes The design depicted herein is the sole property of Western Neon inc., and may not be Page 2 of 3 reproduced in whole or in part without prior written, consent from the company. g Actual colours, letter sizes and graphic layout may vary slightly due to the properties of materials. SITE ADDRESS 5700 Southcenter BLVD Tukwi la, WA t t kJ 1191= 1S]MG �T �s isa�9 a ike9tl_ -1 Vicinity Map 60' 1 I 1 �i. = SIGN LOCATION SITE PLAN SCALE 1" = 60' 27001st Ave S. Seattle, WA 98134 208.082.7738 www.westernneon.cam ©2006 Western Neon Inc. Sketch DTUKPMT-01 Sales Rep Jay Blazek Contact: M.Lawrence Date:. -8/07 /0/2/00 The design depicted herein is the sole property of Western Neon inc. and may not be reproduced in whole or in part without prior written consent from the company. Actual colours, letter sizes and graphic layout may vary slightly due to the properties of materials. Notes Page 3 of 3 SITE ADDRESS 5700 Southcenter BLVD Tukwila, WA slo STRUCTURAL TECI--NOLOGY CONSULTANTS INC. 1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 215-2400 FAX (858) 215-2424 PROJECT: DENNY'S, 5100 SOUTHCENTE PROJ. NO.: 1330-05 CLIENT: WESTERN NEON INC. R BLVD., TUKWILA, WA DESIGNER: BT SHEET: I OF 3 DATE: 10-26-06 m (E) 8'-0" MIN 101-6" • 0 cA w z N 61 0 0 to 4 (E) 5'-0" MIN. ® ELEVATION GENERAL NOTES FOR POLES AND FOOTING: 1. (E) CONCRETE f'c:2500 P51. SPECIAL INSPECTION NOT REQUIRED. 2. (E) PIPE STEEL ASTM A53 GRADE B. 3. PLATE STEEL ASTM A36. 4. BOLT STEEL ASTM A301. 5. SIGN CABINETRY SHALL BE FABRICATED IN THE SHOP OF AN APPROVED FABRICATOR. 6. (E) SOIL PASSIVE PRESSURE BASED ON 2003 IBC TABLE 1804.2 CLASS 4 OR BETTER. SPECIAL INSPECTION NOT REQUIRED. (IF SOFT OR SANDY SOIL, COLLAPSING OR UNSTABLE SOIL, ORGANIC MATERIALS OR GROUNDWATER ARE ENCOUNTERED, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL FOUNDATION REQUIREMENTS.) 1. GENERAL CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS ARE ADEQUATELY SUPPORTED AND CONNECTED PRIOR TO INSTALLATION. 1/2"0 M.B. (8 MIN.) STEEL ANGLE GUSSETS 2x2xt44" TYP. CHECK ANGLE: EACH ANGLE TAKES 1/4 OF SIGN AREAL : 12.5sq' EA. WIND FORCE : 12.5x22.30PSF = 219" MOMENT = 219*x2.5' = 691'" Greq'd = 691'"x12"/1.13x22000 = .336 USE (2)-3x2x"4 ANGLES, 5=.542 EA. = 1.08 OK ©CABINET DETAIL EXPIRES EIE 1821 CONVOY COURT, SUITE 406, SAN DIEGO, 0,4 92111 PI-IONE (858) 218-2400 FAX (S5S) 218-2424 STRUCTURAL TECHNOLOGY CONSULTANTS INC. PROJECT: DENNY'S, 5100 SOUTHCENTER BLVD., TUKWILA, WA PROJ. NO.: 1330-05 DESIGNER: BT CLIENT: WESTERN NEON INC. SHEET: 2 OF 3 DATE: 10-26-06 UOUE: WIND: Wind governs 2003 IBC Basic Wind = Exposure = C Design Wind Pressures (psf) : 0 '- 15' 17.70 15 '- 20' 18.80 20 '- 25' 20.48 25 '- 30' 20.48 30 '- 40' 21.76 40 '- 45' 22.30 AREA FORCE ARM MOMENT 10.6 187 6.00 1121 11.1 242 21.25 5133 3.0 65 33.50 2187 49.5 1104 39.25 43326 85 74 1598 51767 FOOTING SOIL PRESSURE = 100 x 2 x 1.33 = 267 PSF/FT (IBC TABLE1804.2 VALUE x2x1.33, PER 1804.3.1 & FOOTNOTEd) P = 1598 LBS H = 32.40 FEET B = 5.00 FEET S1=SxD/3= 630.93 A=2.34xP/(S1XB)= 1.19 D=.5xA(1+(1+4.36XH/A)^.5)= 7.09 FEET FORMULA PER IBC SECTION 1805.7.2.1 *****M****M****M*******************M****M .*********** 5'- 0"DIAM x 7'- 3"DEEP M****M** it* M Mit ***M .* ALT. USE (E) 5'-0" DIAM. x 8'-0" DEEP FTG. OK COLUMN PIPE STEEL - ASTM A53 GRADE B S = 51767 X12/(1.33X22000)= 21.2 @ S= S= S= 33718 X12/(1.13X22000)= 9855 X12/(1.13X22000)= 3036 X12/(1.13X22000)= 12.0 "PIPE w= ********* 10.0 "PIPE w= 0.0 FT 12.0 FT 30.5 FT 36.5 FT D2 1-6 4 PLACES (EVENLY SPACED) 5/16 fE 5/8 NOTE: REQUIRED FORCES ARE TRANSMITTED THROUGH CONNECTION BY BEARING, FIELD WELDS ARE OF A MINOR NATURE WITH RESPECT TO STRUCTURAL DEMAND. NO SPECIAL INSPECTION REQUIRED. TYPICAL SPLICE © DETAIL (DI <_ 18") 33.4 #/ft t= 0.250 " ALT. USE (E) 16" PIPE, t=0.312 OK 28.0 #/ft t= 0.250 " ALT. USE (E) 10" PIPE, t=0.365 OK 5.0 "PIPE w= 14.6 #/ft t= 0.258 " ALT. USE (E) 8" PIPE, t=0.322 OK 3.0 "PIPE w= 7.6 #/ft t= 0.216 " ALT. USE (N) 6" PIPE. t=0.280 OK ************************************************************* In i'-0" k STEEL ANGLE 2x3x'i4" TYP. 'iz"4 M.B. TYP. ri ©CONNECTION SECTION 010 1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 218-2400 FAX (858) 218-2424 STRUCTUFAL TEC NOLOCfr CONSULTANTS INC. PROJECT: DENNY'S, 5100 SOUTHCENTER BLVD., TUKWILA, WA PROJ. NO.: 1330-05 DESIGNER: BT CLIENT: WESTERN NEON INC. SHEET: 3 OF 3 DATE: 10-26-06 WIND -02 Wind Load Design per ASCE 7-02 Description: Denny's Analysis by: BT User Input Data Structure Type Basic Wind Speed (V) Structural Category_ Exposure Struc Nat Frequency �n1) Kd (Directonality Factor) Overall Structure Ht (Ht) Width Pep_To Wind Dir (B) Width Paral. To Wind Dir (L)_ Damping Ratio (beta) Other 85 C 1.1 0.85 45.00 10.50 2.00 mph Hz ft 0.65 ft ft Red values should be changed only through "Main Menu" Calculated Parameters Type of Structure Height/Least Horizontal Dim ............ ....... Flexible Structure 22.50 No Calculated Parameters Importance Factor 1 Non -Hurricane. Hurricane (v=85-100 mph) & Alaska Table C6-4 Values 1 9 500 Alpha = 900.000 At = Bt = Am Bm = 0.105 1.000 0.154 0.650 Cc = 0.200 1 = 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm 0.6 * Ht 27.00 ft Izm Cc' (3.3/z)^0.167 0.2068 1 Lzm I*(zm/33)^Epsilon 480.33 ft Q _ _ _ (1/(1.+0.631(Min(B,14+Ht)/Lzm)^0:63))^0.5 0.9343 _...... . _ .. Gust2 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4'Izm)) 0.8919 1.20 Gust Factor Summary G Since this is not a flexible structure the lessor of Gustt or Gust2 are used 0.85 Design Wind Pressure - Open Buildings and Other Structures Elev. Kz Kzt Qz Wind Pressure based upon different Cfs (1b/ft^2) 1 Cf w Cf*w 1 ft Ib/102 1.00 1.20 1.30 1.56 I 45 1.07 1.00 16.82 14.30 17.16 I 18.58 22.30 1 0.00x 0.00 40 1.04 1.00 16.41 13.95 16.73 18.13 21.76 1 0.00 ; 0.00 30 0.98_-_ 1.00 15.44 13.13 15.75 17.06 20.48 ! 0.00 1 0.00 20 0.90 - 1.00 _ 14.18 12.05 14.46 15.67 18.80 1 0.00 ' 0.00 15 0.85 1.00 13.35 11.34 13.61 14.75 17.70 1 0.00 1 0.00 ! Jaime Reavis - Denny's Revised Pole Height.pdf RECEIVED rOCr°ry.' fm 2106 COMMUNITY DEVELPPMENT SCALE: 3/16" =1' '9 NEW 6"Sch 40 STUB POLE EXISTING 8" Sch 40 POLE 35' STUB POLE DETAIL 4' EXISTING SIGN HEIGHT PROPOSED SIGN HEIGHT /"III'>t1Nt3S. Snttiv.Wil :IACIL All .INi.r;3.1 wwY.xeitel 11eor.co111 02006 Preste-r Nc1-1:fr. Sketch oTutodT-01 Sales Rep Jay 9aZek Contact: M.Layrence Date:10/20r2006 Notes The design depicted herein Is the sole property of Western Neon i c. and may not be Page 3a of 3 reproduced in wnole or 'n part without prior written consent iron ny. 9 the compa. Actual colours, letter sires and graphic layout may vary slightly due to the properties of materials. � !!�� SITE ADDRESS jell l 1n 5700 Southcenter BLVD Tukwila, WA Jaimie Reavis - Denny's Revised Pole Height.pdf 1 RECEIVED OCT ..:q06 COMMUNITY DEVELOPMENT L SCALE: 3/16" =1' INUTMI51 4' .9 NEW 6" Sch 40 STUB POLE BUSTING 8" &h 40 POLE 35' STUB POLE DETAIL Webtetneon. ART THAT WI:IRKS EXISTING SIGN HEIGHT PROPOSED SIGN HEIGHT ill 1'1111%1S. Smith,. WA ;Mg All .I4.77:4 WWN.WEStOle 11E0 r .com Cl2UU6 Vrester Nc"n 'fr. Sketch CITIJMAT-0 1 Sales Rep JiEiazek Contact M. Lawrence Date,10/20/2006 Notes The design depicted herein ls the ole of Westem Neon inc., and may not be reproducedln whole or in partswithpropertyout prior wraten consent from the cornpanr. Page 3a of 3 Actual colours letter sizes and ra hic la out m vary slightly due to the properties of materlas. SITE ADDRESS 5700 Southcenter BLVD Tukwila ,WA -,\ LJ 1! • 1 • a • I . 1 n1 , !F —... • r _ • .• • • '-'14;••;-- • r• ' .; -- • , Iv— i — . e 57 ‘14 THIS DESIGN AND ENGINEERING IS SUBMITTED AS OUR PROPOSAL AND IS TO REMAIN 01IR PRIIPFRTY ryniitim V MITI! Arrrorrn 1 \\( s.7 i.: �. (i , j THIS DESIGN AND ENGINEERING IS SUBMITTED AS OUR PROPOSAL ANI) IS TO REMAIN OIIR PRfPFRTY rYCI Ilcivri V IJMTIJ Arrrarrn AR' ' 1/ E r. • • IA - . . t.. L.. ,)' V )• ECEIVE *40 f5' U C 1 :3 1972 CF TUKWILA • .. AS OUR PROPOSAL AND IS TO REMAIN OUR PROPERTY EXCLUSIVELY UNTIL ACCEPTED AND APPROVED BY PURCHASE • .1 1