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HomeMy WebLinkAboutPermit S06-064 - DECKER DEVELOPMENTDECKER DEVELOPMENT 17275 SOUTHCENTER PKWY S06-064 SIGN PERMIT City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMANENT SIGN PERMIT Parcel No.: 2623049063 Address: 17275 SOUTHCENTER PY TUKW Suite No: Permit Number: S06-064 Issue Date: 11/17/2006 Permit Expires On: 05/16/2007 Business Name: DECKER DEVELOPMENT Address: 17275 SOUTHCENTER PKWY, Property Owner: Name: MIKAMI MASAO Address: C/OWENDCO NW LTD TX DEPT Contact Person: Name: JASON TAYLOR Address: Contractor: Name: SIGN -TECH ELECTRIC LLC Address: 33759 NINTH AVE S Phone: 253 431-3476 Phone: Phone: 206 719-8020 Phone: 253 952 6559 DESCRIPTION OF WORK: One freestanding sign. Fees Collected: $199.00 Zoning: TUC Sign Type: PERMANENT SIGN: 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: 217 0 Building Height (feet): 32 0 Sign Size (sq. feet): 53.63 0 Sign Height (feet and inches): 22' 0" 0' 0" Setback (feet): 26 0 Number of Sign Faces: 2 0 Planning Division Authorized Signature: �� X64 -a- Date: /07 ZOO �o 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 doc: Permsign S06-064 Printed: 11-17-2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: Permsign S06-064 Printed: 11-17-2006 SITE INSPECTION (PLANNING) File No. S01-064 Name of Tenant: Decker Development Sign Address: 17275 Southcenter Parkway 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. INSPECTION NO. .CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 06)43'1-3670 Projectdt, Ty e off Inspection: r 4, .04i Address: Date Called. �2�_ 7��,� (1,....-13, e- Approved per applicable codes. Ei Corrections required prior to approval. OM ENTS: Date/ 141 ^n El $58.00 REINSPECTIO1YFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Date: J�„,,� Specia�ln'str ctidns. Date Wanted: /2X//�� 6 p.m. Requestef: Phone No: Approved per applicable codes. Ei Corrections required prior to approval. OM ENTS: Date/ 141 ^n El $58.00 REINSPECTIO1YFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Project: Type of Inspection: C-09 C ,A Address: Date Called: Special Instructions: a/74 ? /000/47/einn /Date Wanted: 30-676 p m • Requester/ Phone No:i74�/G/ ri Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: eY(c/ Le moria 4 7, 44 Date: 2/ 0 $58. REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: City o'ukwila RECEIDli S06 -- o 6 Department of Community Development 6300 Southcenter Boulevard, Suite 10:09V JDA 6 Tukwila, Washington 98188 206 431-3670 pCOMMUNITY PERMANENT SIGN PERMIT APPLICATION DeCYer Deveh p'*C'z Business Name Ja ray/'r Applicant/Contact tin or 7e(l1 e/ee/r,`C c Please print /'7 7" 5 ej. ar,' & r ,% .1A/4 Address of Sign • 33751 9 t± 4 ie 5 I, I 1*/era/&Ay, W4 98003 Address, City, State, Zip 3375 9 9 Ave 5.44, YeCerk, I (A)Ay, 9xo0 3 Address, City, State, Zip EVELONI�Y X63 y 31-3 e'0Nr Phone 204-7/9-gaao Phone a06-7/9-8a2c7 Phone CHECKLIST ❑ 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • 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 ❑ $100 application fee per sign See back of form for examples Is your sign a: Q/ Freestanding sign 15 or more feet in height (Er 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, 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 siyn 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) Does sign face residential zones or public facilities? (Y/N) Exposed, neon tubing is not allowed within 200 feet of LOR, MDR or HDR zones. Does wall sign weigh more than 400 pounds?(Y/N) 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. 2 1 1 Height of building (feet). Generally, signs may not be higher than the building with which they are associated 3 '2 - Size of sign face (square feet). Structural review is required for pole signs with faces 30. square feet or more in area 6 3 Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. 2 2 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. 2 6' Number of sign faces r /6 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. . structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Jivision at 431-3670 fora 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 !S 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 Tukwila a me l q/ao/b L Date(•sT!u e of owner or authorized agent) Zoning: Structural review required? FOR OFFICE IISE'ONLY. Planning review by:_________._ 0 Denied 0 Issued No Structural review by: Z 5-3 -8'7`1 -07'16 Phone 0 Issued with conditions 0 Denied " Approved 0 Approved with conditions MIMI° CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 • STRUCTURAL CALCULATIONS for P F E 503.222.4453 503.248.9263 vlmk@vlmk.com www.vImk.com DECKER DEVELOPMENT SIGN POLE 17275 Southcenter Parkway TukWila, WA for Sign -Tech Electric Campus Business Center 33759 9th Ave. S Federal Way, WA 98003 VLMK Job Number 206609 October 27, 2006 _1 Structural Engineering • Civil Engineering • Industrial Engineering • Planning • Studies / Evaluations • Entitlement Structural Calculations DC -1 Decker Development Pole Sign Decker Development Sign Pole 17275 Southcenter Parkway Tukwila, WA VLMK JOB NO. 206609 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT October 27, 2006 TABLE OF CONTENTS Design Outline and Criteria DC -1 Calculations C-1 DESIGN CRITERIA: CODES: 2004 Oregon Structural Specialty Code (Based on the 2003 International Building Code.) DESIGN LOADS: MATERIALS Concrete: Footings Reinforcing Steel: ASTM A615, Gr.60 ASTM A706, Gr.60 Structural Steel: Structural Tubes G: Acad206t206609tCALCSIDesign Criteria - 63C.doc (If rebar is to ASTM A500 be welded) Gr.B C-4 f 'c = 3,000 psi Fy = 60 ksi Fy = 60 ksi Fy = 46 ksi 1 A POLE SIGN SCALE: 114"=1' ALLOWED SOFT =75; SIGN SQ//FT=53.63 Qr, (1) Pole sign (A) Metal Flashing: Painted Color Painted Feeney copper. (D) 51gri COMM Aluminum fabricated, Internal Itt, double sided to accommodate multiple tenant panels. Cabinet calor painted Beige, (C) Tenant panels: Poly Barb with translucent vbp11 graphics app (D) 2" Divider Dar. Painted to match cabinet. (E) 6" Square mai tube stub out Color. fhlrtted Black (P)12' Square steel tuba Color painted penny copper {G) Sack 5 Comets foundation E l3:o IfHiffY DIMENSPA PRICAR TO CONBTRUCTK]N FIG W7 IMI on one C MIMRitrt ter 11,1.17 LOAM Mt, -PSar,d,atl altlr,ls M1 st Db ILW2t taw _If In— rrr ratan l,.n, nr —.soon lee *mum RIIEWSP190 WNCI tUSi 1131%r rllicert EtecTFtIc Campus guslneea Center 317509th Are. S Federal Wel: WA 9e003 lcn. Co. : (25A 874-0718 Plena Lb_ (21.71852.5559 F..c053) 831.1522 DECKER DEVELOPMENT CUSTOMER / LANDLORD APPROVAL Ilia Yon a era .a b 1. fid, ; Nom $a 1, i. xjM t�:a'�p�ye tli�Q�eale r...n. a.t,1 rcl l.nr 1. y ��"a trrr�bi e *.a WV. OAS estray lb 6114 iM10Y. pmiootoo PAM; 1 01 2 17275 SOUTHCENTER PARKWAY, TUKWILA, WA i e.a.MYr.l B.bl.Y bot a rt Ica ame. 1..I., I.... . 6...1.11 .t Y.. .4.. 10r171"µ 1737S SOUTH CENT El PARKWAY, illKWD& WA SIGNATURE DATE twE BZ 79 7N411[, $8 seri, SS tbltwNlr Cont,orlattic soorma.8mec . 6bnatcold arecdo�� rry+telm coal.' Astaiv.recpt aLacirtic Campus Business Canter 337093rh Ava. S Federal Way, WA 90003 Agro Co : =B8744748 lywrn Co-- 12521r5.2-059 Aa: 1153163,-I522 atmDECKER DEVELOPMENT CUSTOMER / MERLON!) APPROVAL ,,. .:....e e r `r� :�. �,,,� `4a�o mc.c1. otn+.l 1. �c. !r- hn...,..b. ono ln i ,,SMA b .v,lirbc.b 1, ed bb g .. ss">� smeaket mv�id i. i. rot 1i� r- .i.e. .nmig, 0' 00!00'00 E: 2 Of 2 17 75 SOUTHCENTER PARKWAY, TUKWILA, WA r.g.ga.,isdgr e.....,..,.�.r. be/ eei. lib IeW. On.. ,. grow sage ..a 0. ,oi .. dg.- COMM 1747! SOUiHCENifR PARKWAY. TUKWILA, WA SIGNATURE DATE GAM 2$ Ins ram": $$ sous: 2a ol,r+rlas $2 caobedoatc amara ggeee CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 WLJ) Lops D NA+ 503.248.9263 D1C>`ER ocuELtN4 tJT Client SI Csn) - � EC 1-1 Jab No PIP ('Ci By C K Date I (11.710(2 Sheet No C 1\.)W Fa LE. c1G1•.) '410p Peer) V. Q .o 1S . 9 Ps'F 1.0 1 +i' Lot i Ps FC -I o") \.) 15.`t PsF ( t` -b") = l�`1 PAF = 1t1.3 Pte% P, = It1,-7,PLF (-7-9") %(p3 AT QZ ; I5.9 PLT; --(ti) = (5.11 14.1 = (5.1 P5F(2' 3o Pc"F Q3' 3ortf(1') = 30 AT 3933 SW Kelly Avenue P 503.222.4453 CONSULTING ENGINEERS • Portland • Oregon 97239-4393 503.248.9263 112 GDLk MN PbS=c,1J - rJEw • .Job PEc.K1:lz DEVEwr'MEJT Dent Sr .aJ -TEC (-t Job No ZoL-bO`i ey G K Date (ufv,llr'c. Sheet No C-2 Poc.E (-'1- oto 3'1 ( 16,25') 1 -1.3V --fit t 1‘(.1H.zGV- 11.3 1:-•c--1- r- =•f-4 _ 7.57 ,,,3. 016 Fy �.� (lib) \ISE p,{sS lZx l2u 5114 , •..5.= 3-51? t•r3 M2: 3o (ILS'� 1 tb# (l4•z��Z - 7.11 I:-rk L Code Ref. 1997 UBC 1808.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 k Title : Decker Development Sign Pole Job # 206609 Dagnr: Date: 11:56AM. 27 OCT 06 Description : Scope : -3 Rev: 580002 !User: :91•� 2744. ver 5.9.0 1 -Dec -2003 003 ENERCALC Engineering Software Pole Embedment in Soil Page 1 206609.ecw calculations Description Rectangular pole with Point & Uniform Loads 1 General information Allow Passive Max Passive Load duration factor Pole is Rectangular Width No Surface Restraint Summary 200.00 pcf 1,500.00 Psf 1.333 79.000 In Applied Loads... Point Load distance from base Distributed Load distance to top distance to bottom 900.00 lbs 18.125 ft 16.00#/ft 14.125 ft 0.000 ft Moments fft Surface... Point Toad Distributed load 16,312.50 ft-# 1,596.13 Total Moment Total Lateral Without Surface RestralnL,. Required Depth 4.125 ft 7 1 q . S 4- 55" 6 Press ®1/3 Embed... Actual 362.14 psf Allowable 364.25 psf 17,908.63 ft-# 1,126.00 lbs • Title : Decker Devenent Sign Pole Job # 206609 Dsgnr: Date: 11:56AM, 27 OCT 06 Description : Scope : Rev: 580002 User. KW -0602244, ver 5.8.0.1 -Dee -mu _ (01983-20033 ENERCALC Engineering software Pole Embedment in Soil Page 1 206609.ecw:CaIc01atlons Description Rectangular pale with Point & Uniform Loads 2 lGeneral Information Code Ret 1997 UBC 1808.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 Applied Loads... Point Load distance from base Allow Passive Max Passive Load duration factor Pole is Rectangular Width No Surface Restraint Summary 250.00 pcf 1,500.00 Psf 1.330 36.000 m Distributed Load distance to top distance to bottom 330.00 Lbs 18.125 ft 16.00 #/ft 14.125 ft 0.000 ft Moments © Surface... Point Toad Distributed Toad Without Surface Restraint... Required Depth Press t 1/3 Embed... Actual Allowable 5,981.25 ft-# 1,596.13 3.750 ft 411.62 psf 412.98 psf Total Moment Total Lateral QkC 7,577.38 ft-# 556.00 [be A POLE SIGN SCALE: 1/4"=1' ALLOWED SQ/FT =75; SIGN SQ/FT=53.63 Qty (1) Pole sign (A) Metal Flashing: Painted Color Painted penney copper. (B) Sign Cabinet: Aluminum fabricated, internal Ilt, double sided to accommodate multiple tenant panels. Cabinet color painted Beige. (C) Tenant panels: Poly carb with translucent vinyl graphics applied. (D) 2" Divider Bar: Painted to match cabinet. (E) 6" Square steel tube stub out Color: Painted Black (F) 12" Square steel tube. Color painted penny copper (G) Sack 5 Concrete foundation (A) (D) (C) (P) (E) (F) RIGID CONDUIT III= III= II _III - 1_111_ —111= :III= I= 111—III=111= 1=111= •,.. "5111-111— I (G) —► N -36" -►i 79" 2 SIGN FRAME WELD PROUD PSE LD VERIFY, DIMENSION, PRIOR TO CONSTRUCTION SIGN DETAIL NOT TO SCALE STUB OUT DETAIL NOT 10 SCALE FLUORESCENT LURANATION CENTER POLE SUPPORT THROUGH SIGN FACE __AU1426114 EXTRUDED CABINET W1111-1/7 RETAINERS MOUNTING POLE 1/2" PLATE, 12" SQUARE WITH 0" SQUARE. HOLE ON CENTER _ \ PLATE WELDED TO SQUARE TUBE 6" SQUARE PLATE WELDED TO END OF12 SQUARE TUBE 12 SQUARE TUBE 1/2" PLATE,12" SQUARE WITH 6" SQUARE. HOLE ON CENTER PLATE WELDED TO SQUARE TUBE 6"SQUARE TUBE 1/2" PLATE, 12" SQUARE WITH �-- 6" SQUARE. HOLE ON CENTER COMMU PLATE WELDED TO SQUARE TUBE RECEIVED NOV 0 3 2006 DEVELOPMENNITYT TGNTECH E,L"RA/`C' Campus Business Center 33759 9th Ave. S Federal Way, WA 98003 King Co,: (253) 874-0746 Pierce Co.: (253) 952-6559 Fax: (253)838-1522 CLIENT: DECKER DEVELOPMENT ADDRESS: 17275 SOUTHCENTER PARKWAY, TUKWILA, WA LOCATION: 17275 SOUTHCENTER PARKWAY, TUKWILA, WA DATE: ? ? FILE NAME: ? ? SALES: ? ? DRAWN BY: ? ? CUSTOMER / LANDLORD APPROVAL SIGNATURE DATE This sign is Intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This Includes proper grou nding and bonding of the sign. Contractors Lic. SIGNTEL 988BG NOTE: This is an original drawing, created by SiIgTech- Bectdc.lt is submifled for your personal use in connection with a project being planned for you by Slgl Tech Bectric It is not so be shown to anyone outside your organization, nor is it to be used reproduced, copied or exhibited in any fashion. My printed colors on drawing ore approximate. REVISIONS: p 00/00/00 PAGE: 1 OF 2 48" SSMI.4 dots n tm, 24.95 ("W19.30 6" IE 5.:19.20. 8" Rim 26:24 - IE W :21.09 6` IEE20.996" --6"'P ce rs T T•i / 1 SIGN LOCATION SET BACK: 26' FROM PROPERTY LINE RECEIVED NOV 0 3 2006 COMMUNITY DCYCLOr'WICIST ' SJ/G/N-TECH Campus Business Center 33759 9th Ave. S Federal Way, WA 98003 King Co.: (253) 874-0746 Pierce Co.: (253) 952-6559 Fax: (253)838-1522 CLIENT: DECKER DEVELOPMENT ADDRESS: 17275 SOUTHCENTER PARKWAY, TUKWILA, WA LOCATION: 17275 SOUTHCENTER PARKWAY, TUKWILA, WA DATE: ? ? FILE NAME: ? ? SALES: ? ? DRAWN BY: ? ? CUSTOMER / LANDLORD APPROVAL SIGNATURE DATE Thls sign is intended to be Installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grou nding and bonding of the sign. Contractors Lic. SIGNTEL 988BG NOTE: This is an original Browing, created by Slip Tech- Bectdc.lt is submilled for your personal use in connection with a project being planned for you by Sign Tech Beclric Nis not to be shown to anyone outside your organization, nor is it to be used reproduced, copied or exibitecf in any fashion. My printed colors on drawing ore approximate. REVISIONS: O 00/00/00 PAGE: 2 OF 2