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HomeMy WebLinkAboutPermit S01-041 - RED LION HOTEL This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. S01-041 Red Lion Hotel 205 Strander Blvd DIGITAL RECORDS (DR) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Code Exemption Brief Explanatory Description Statute/Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals’ social security Personal Information – numbers are redacted to protect those Social Security Numbers 5 U.S.C. sec. individuals’ privacy pursuant to 5 U.S.C. sec. 12 DR1 Generally – 5 U.S.C. sec. 552(a); RCW 552(a), and are also exempt from disclosure under section 42.56.070(1) of the Washington 552(a); RCW 42.56.070(1) State Public Records Act, which exempts under 42.56.070(1) the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information – expiration dates, or bank or other financial RCW DR2 Financial Information – account numbers, which are exempt from 42.56.230(5) disclosure pursuant to RCW 42.56.230(5) RCW 42.56.230(4 5) , except when disclosure is expressly required by or governed by other law. SO1-041 RED LION HOTEL 205 STRANDER BLVD • SITE INSPECTION (PLANNING) File No. S2001-041. Name of Tenant: Red Lion Hotel Sign Address: 205 Strander Bl. Date Photo Taken: 8/28/01 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of (date) Make new site visit and taken photo by (date) Comments: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Proj Type of Inspectio` Address: 't Date call Special instructions: D t wan r• a.m. p.m. est i 4 g z2.0. Q Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspecto $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Shite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy, iwithiermit CITY OF TUKWILA BUILDING 6300 Southcenter B vd, #100 T Special instructions: Approved per applicable codes. CONTS: Requester: Phone: Corrections required prior to approval. Date: $47.00 REINSPECTION #E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9811 VNSPBCTION RECORD Retain a copy with permit f PERMIT NO. (206)431-367 rovelicable codes. Corrections required prior to approva l 'Vi -! / ►,� i 44,-/-7-4 Sl ht4 pia Date: $47.l? INSPECTIO REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvv., Suite 100. Call to schedule reinspection. Receipt No: Date: ect: 7 • : of Inspe - ion: -. ittitl ! _At 6 t? Itt,.�Ir A Address:5 Date called:Ce c • ectal instructions: 14't.7t'i Dan �-���� Date wante/d::, `�a 11. steriy fi-zti L.r~3- RJ(1( ne rovelicable codes. Corrections required prior to approva l 'Vi -! / ►,� i 44,-/-7-4 Sl ht4 pia Date: $47.l? INSPECTIO REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvv., Suite 100. Call to schedule reinspection. Receipt No: Date: ;ENT BY: ; 858 453 0738; JUN-26iii 11:42; ,3un-26-01 10:13A STRUC`RAL TECHNOLOGY 1 DATE: BY: PAGE 1 15 -Mer --2001 JOB Red Lion Hetet STRUCTURAL TFCHMOLOGY - • - SHEET •861 Anfoyo Drive 1 San Diego, CA 02103-801 SMS No. 1037 - 84 (819) 298.2096 of3 •••.••s••ss•u••sss••ss•as7PiasCa2e==CCCICUM=097T.a@YS3a==svo=sa==. ==...oxaaamsmaao sassszarses= .01 CLIENT: ESMA Sign & Awning Co. CODE: 1997 USC LOCATION: Seattle 205 Stender Blvd. WIND: 8aslc Wind = Exposure • Wind governs 9s• Cq Dein Wind Pressures (pal) : 0 '-15' 18.70 15 '- 20' 19.03 20 '- 26' 20.68 25 '- 30 21.70 90 '• 40' 23.11 40 '- 60' 25.23 AREA FORCE ARM MOM 106.3 2860 43.76 11 17.0 393 31.00 12178 33.8 708 11.25 7970 , WA 7 C 12.6 1.4 12'-6' isED LIN bJOTEL J ZEE DETAIL 'A' ON PAGE 2 4"PIPE(E) 0.0.231'111N. 78 I2'x6'xz: • 4 4-•r VERT. BARS 1 r lie EA. CORNER) INA3 TIES • 6' O./C. 157 3781 FOOTING 1374 SOIL PRESSURE is 100x3x 1.39• 287 SFT (UBC TABLE 18-1-A .'•. i? x 2. PER FOOTNOTE 3 8 1812.3.2) P , Z77.4 • le 3634 FEET t3 % 3.54 7F.�: S1 =Sx0/3,--- A=2.34x13/(S1 XS)=. 1.37 Ds.SxA(1 1-(1+4.36XM/A)11.5): 0,10 FEET FORMULA PER UBC SECTION 1808.62.1 719.90 8 .- 0 "x 4 '- 0 "x 8'- 3"DEEP COLUMN PIPE STEEL - ASTM A.53 GRADE 8 S = 137408 X12/(1.33X22000)= 58.2 0.0 FT S ■ 60293 X121(1.17X22000). 28.1 G 22.6 FT S 10090 7(12/(1.17X22000): 4.7 40.0 FT .uww...,a..0000..ew-...+o.ww...••.w....M.+w.w,Peile+a 18.0 'PIPE w= 62.4 */R t• 0.312 " 00.•.00••••"1.-fMw.w/•NM.MN W.w•M.....-M-..._._S 10.0 'PIPE w• 40.5 */ft to 0.383 • S.0 'PIPE w= 14.8 .m t= 0.268 " .....•1•Nw. �y00.• ........................,,,..,•........... " fr0. . 2- 4 p 1 es ' S= 3.2123i ;,, , 1. 10'-0' MIN. TO DATLIGI-T Or GLOM L =1.5xDIMIN. BLIT la§ 6-3/4"eeOLT3 ,v,-'\ 41371.1 A301 l' r Vy, Jy NOTE t SPL ICE FORGES ARE TRANSt'1ITTE THROUGH SPAGER RINGS p1' OEAfI th aci „ •o NO SPECIAL INSPECTION IREQUIIED':.5U` � }}���� �S,PL ICE, T1'i�. FQ 61451SSOA2 FOOTINGS 1. F'c • 2500 Pel 2. PIPE STEEL ASTM A300 GRAPE 3_ ry•40e0 POI, MINIMUM. '•iiN 2 ?001 Sni-OilI SENT BY: ; 858 453 0738; jun-26-01 1O:14A STRUC RAL TECHNOLOGY DATE: 04 -Apr -2001 JOB Rad Lion Hotel BY: JSG CAP PLATE No.1037 - 64.1 INPUT M W EDGE DIST 5360- 530 125 FY 36000 JUN -211 11:43; 1 STRUCTURAL TECHNOLOGY 651 Arroyo Ditto San Di.9o, CA 92103-6401 (619) 296-2096 PAGE 2/3 P. 02 SHEET of 3 scaassseassr===sillsmissCsas====s=ariMppa ====Maw=siMWelmax=z BOLT TENSION T 1214/.99d=12'5360/.99.10.75am 6044 LB PLATE WIDTH, MINIMUM 6=2 (T+Wy.45-1.33'Fr'.03'e= (� r(6044+530)1.45.1.33.36000'.0390.75- 1-42 IN, PLATE W1DTM USED = 16,00 IN. PLATE CANTILEVER ma(OEPTH-0.8'))2' (12.03-0.8'4.00)2= 4.40 IN PLATE BENDING DUE TO BOLT TENSION M.r(m-EDGE DIST)/8.6044•(4.40-1.25)116.00= 1190 IN LB PLATE BENDING DUE TO BEARING M=(T+W)•(m-0.01 d)/Ba(6044+530)'(4.40-0.11)J16.00= 1764 IN LB PLATE THICKNESS t=(8'M/1.33'F)".5.(6'1764/1.33'27000)".5= 0.54 IN BOLTS WELD AjT/1.33Ft No.u8044/1,33'20000v2= 0.114 SQ IN 4.00 INCH O.D. PIPE Z=PI'R1`2=Pr2.000"2= 12.57 IN"2 fw 12MfZ=12'5360/12.57. 5115 LB/IN 12.00 INCH TUBE Z41111+042/412.00'12.001-12.00"2/3. 192.00 IN"2 fv=12M/Z=12.5360/192.00= 335 LB/IN ETim MATCH ING fE's ,,.11X.2' %" w,4 - Jly,°oMIN. 1300'5 ASM A301, '11N. • 4 SECT TS PER PLAN . . _J Yoe WASHER AS NECESSAR`. SECT • Plato 514- x 16.00 x 12.00 4.11" M.B. TOWOMO.....00000111,000VM116000.4.41144ww0 OW" MINIMUMS SEE DRAWINGS FOR ACTUAL SIZES ••••••••••••••••••••••••••••• DIPOIPIOMOM 7118" FILLET WELD ALL AROUND 1/18" FILLET WELD R - as *l• ..tom - =r. 41010 T EXPIRES / ,. - 2 - SO 1-° `I 1 SENT BY: ; 858 453 0738; Jun -26-01 1O:14A STRUC RAL TECHNOLOGY JUN-2Ejj`1 11:43; Structural Technology Consultants Inc. 851 Arroyo Drnre. Suite 100, San Dfogo, CA 92103 (8191 296-2096 • (800) 881-8108 • FAX (8191 298.2196 PAGE 3/3 PROJECT: f:•0 •0 LJ'O'J 1 ?OTeL_ SHEET 3 OF PROJ. NO.: /037 — 6 '• DESIGNER: 73 Cr- DATE: O 2. -0/ CgFCk.. '�7`c�L� 5� ��% .> r /f fig. koac/%4L &67.4)/1 -sr 1is M Yu(1, E 4. 1 "i- 1• (l N,iF.)f . r> L c. /\ a 7• > _• MOMEA.tr Ar /"'A Aff -7 61D 552 �. I� • 4, 4ot; 2.Oti r� L P_ 03 (l' f ik13 T r;71 ! 4" t r %% 2..6,e/2 „Q 2,t6ezj0 C f../Cc I6 0 t rA art ' 570311 L` �:, • t2 7 • r :sit 17 Secs r k/ . N - 544Tx r \ 'Z; - v ..:t •fiv ! Ma 16 01 10:17a ESR 55414 X0252 .......... ............. p.1 ES�a.. SIGN & AWNING COMPANY May 16, 2001 Mr. Ken Nelson City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 Re: Red Lion Hotel 205 Strander Blvd. Mr. Nelson, Per your conversation with Hal Fletcher on Monday, May 14, I have included copies of Kent Hobensack's welding certification. As Hal specified, we will be doing all of the necessary welding in the shop and not at site. Please let me know if you require any further information in order to mail the approved permits. Thank you, #7111" ---- Kelly Hale Production Coordinator cc: Hal Fletcher Darin Hauer enclosure Eugene Sales & Corporate Office 1210 Oakpatch Rd. Eugene, OR 97402 (541) 485-5546 Fax (541) 485-5813 Portland Sales Office 19380 SW Mohave Court Tualatin, OR 97062 (503) 691-8474 Fax (503) 691-8573 Oregon Contractor's License No. I45755 Washington Contractor's License No. ESASIA*000QF Seattle Sales Office 7626 NE 140th Street Bothel, WA 98011 (425) 821-2184 Fax (425) 825-0406 i1a4. 16 01 10: 17a E S FIO 5 4 1 4 9 0 2 5 2 p . 2 • , WELDERS CERTIFICATION NORTHWEST TESTING LABORATORIES PORTLAND - EUGENE - SALEM, OREGON KENT HOBENSACK !SOCIAL SECURITY' NO .P,ATETESTED. 810 ?..i 89 ' pRocEss .... gYAW,..... A-36 E706-5 mpyr. IL TYPE FILLER METAL ;'$PECIFICATIOWCODE......_...—A.W...e9-111..e.1— e lei 6SITIONS QUALIFIED 1G.2, 2G.t. 3G. :THICKN • UAUFIED /4" A RPT. N 1.— .. 1 I , ;NAME! PAUL IRIS offload Manager WELDERS CERTIFICATION Braun Intertec Corporation PORTLAND - EUGENE - SALEM, OREGON 4k1.41.1. ....... INSPECTOR. • ••. — hen4 k-kobensa.c...y). SOCIAL SECURITY NO. 1/4COO - SPECIFICATION CODE ..14\16 k • PATE TESTED 027 PROCESS 6.M.. 'MAT'L. TYPE .A_Siya __FILLER METAL POSITIONS QUALIF D: THICKNESS QUAL EXAMINER: BACK UP..111A L RPT. NO.E.7.1.4.1_0-1.; C.44,/,53.0.5_0.r0 1 11 City of Tukwila • (206) 4311-370 Community Development / Public Works a 6300 Southcenter Boulevard, Suite 100 ° Tukwila, Washington 98188 PERMANENT SIGN PERMIT Status: ISSUED Type: P-PSIGN Category: FREE Permit No: S01-041 Issued: 05/09/2001 Address: 205 STRANDER BL Location: 7'FROM WEST PROPERTY LINE AND 25 FEET FROM SOUTH PROP. LINE Parcel #: 537920-0241 Zoning: TIJC OWNER DOUBLETREE INN 205 STRANDER BLVD., TIJKWILA WA 98188 OCCUPANT RED L:LON HOTEL 205 STRANDER BL, TUKWILA WA CONTRACTOR E S & A SIGN & AWNING 1210 OAKPATCH RD, EUGENE OR 97402 PLANNER MINNIE DHALIWAL Phone: 541-485-5546 *************************************************************************** Permit Description: FREEWAY FREESTANDING SIGN- 100 SQ. FT. "RED LION HOTEL" Total Permit Fee: 134.00 PERMANENT SIGN: SIGN LIGHTING: INTERNAL WALL SIGN - Wall Area (Sq. Ft.): .00 Wall Sign Size (Sq. Ft.): .00 Face Residential Land: FREESTANDING SIGN - Street Frontage for Entire Lot (Ft.): Bldg Height (Ft.): 35.00 Sign Size (Sq. Ft.): 100.00 Sigri Height (Ft.) : 48 (In.) : Setback (Ft.): 7.00 Number of Sign Faces: 2 768.00 ************************************************************************** Planning Division Authorized Signature 2116fl/ Date_.._______._._ It is the responsibility of the installer to obtain the electrical permit and inspections from the State Electrical Department. The applicant or installer is required to call the Building Division at (206) 431-3670 for a final inspection. 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. • APR 2 6 2009 City of Tukwila 311 YRJAI,;-Ll Department of Community Dci)&lBnfil 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 206-431-3670 • PERMIT NO. DATE: :tel-�4/ PERMANENT SIGN PERMIT APPLICATION Please print RED L101.3 Wt. 205 SYirq b&L 6LU 20-246- 527.0 Business Name Address of Sign Phone E5£A SI(,) AwNINb (210 6o4PP.b-tt-1 1ZD-WGeNE,oe 97402 541-485.5540 Applicant/Contact Address, City, State, Zip Phone sA'1 Contractor NIA Address, City, State, Zip 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 Building elevations (for wall signs) Supporting structure and method of illumination One copy of valid Washington State contractor's license $50 application fee per sign Is the sign: Internally lit 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, YOU MUST GO THROUGH STRUCTURAL REVIEW. $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit) Construction details to describe the proposed foundation or wall attachments Structural calculations for the design of the details prepared by a Washington State structural engineer SIGN DESCRIPTION ❑ Externally lit ❑ Not lit Does the sign face resiJential zones or public facilities? ❑ Yes No EXPOSED NEON TUBING IS NOT ALLOWED WITHIN 200 FEET OF LDR, MDR OR HDR ZONES. Did building go through design review? ❑ Yes ❑ No Including this sign, how many signs will list this business? Freestanding 2- Wall WALL SIGN: What is the wall area (length x height) where the sign will be mounted? square feet Wall sign size: square feet Does wall sign weigh more than 400 pounds? ❑ Yes ❑ No IF THE SIGN WEIGHS MORE THAN 400 POUNDS, IT REQUIRES STRUCTURAL REVIEW. SEE CHECKLIST FOR ADDITIONAL INFORMATION REQUIRED. FREESTANDING SIGN: Street frontage of the entire lot where the sign will be located: &S feet GENERALLY, ONLY ONE FREESTANDING SIGN IS ALLOWED PER LOT. Size of sign face: 100 square feet STRUCTURAL REVIEW IS REQUIRED FOR POLE SIGNS WITH FACES 30 SQUARE FEET OR MORE IN AREA, SEE CHECKLIST FOR ADDITIONAL INFORMATION REQUIRED. Number of sign faces: Height of building: 3. feet GENERALLY, SIGNS MAY NOT BE HIGHER THAN THE BUILDING THEY ARE ASSOCIATED WITH. Sign height: il$ feet 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: feet GENERALLY, SIGNS MUST BE SET BACK FROM ALL PROPERTY LINES AT LEAST AS FAR AS THEY ARE HIGH. • • • PERMANENT SIGN PERMIT APPLICATION Page 2 INSPECTIONS If the sign needs structural review, the applicant or installer is required to call the Building Division at 206- 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 206-431-3670 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 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 th at the applicable requirements of the City of Tukwila will be met. —(41) 4S5- r or authorized agent) Date (Signature of e g ) Phone Zoning: _11 FOR OFFICE USE ONLY Planning review by: ❑ Denied 174) Issued ❑ Issued with conditions Structural review required? Yes ❑ No Structural review by: e ❑ Denied ❑ Approved Actual time spent to review Additional charges for time over 2 hours Approved with conditions Comments or Conditions:� P.C.I C� I 5_ p -'i O % 0C" etk_ I s y DATE: 15 -Mar -2001 BY: SMS ---= _ CLIENT: CODE: LOCATION: WIND: Wind govems JOB Red Lion Hotel No. 1037 - 64„,( =_===___=__=___==______==== ES&A Sign & Awning Co. 1997 UBC Seattle 205 Strander Blvd. Basic Wind = Exposure = Design Wind Pressures (psf) : 0 15' 15'-20' 20 '- 25' 25 '- 30' 30 '- 40' 40 '- 60' AREA FORCE 106.3 2680 17.0 393 33.8 708 qs = Cq = 18.70 19.93 20.99 21.70 23.11 25.23 ARM MOMENT 43.75 117258 31.00 12178 11.25 797 , WA 70 C 12.6 1.4 STRUCTURAL TECHNOLOGY 651 Arroyo Drive San Diego, CA 92103-6401 (619) 296-2096 12'-6" SHEET 1 of 3 4"PIPE(E) t =0.231",M 157 3781 137406 FOOTING SOIL PRESSURE = 100 x 2 x 1.33 = 267 PSF/FT (UBC TABLE 18-1-A VALUE x 2, PER FOOTNOTE 3 & 1612.3.2) P = 3781 LBS H = 36.34 FEET B = 8.94 FEET S1 =SxD/3= 719.99 A=2.34xP/(S1 XB)= 1.37 D=.5xA(1 +(1 +4.36XH/A)A.5). 8.10 FEET FORMULA PER UBC SECTION 1806.8.2.1 8 '- 0 "x 4 '- 0 "x 8 ' - 3 " DEEP COLUMN PIPE STEEL - ASTM A53 GRADE B S = 137406 X12/(1.33X22000)= S = 60293 X12/(1.17X22000)= S = 10090 X12/(1.17X22000)= *******M4********.***** 16.0 "PIPE w= 56.2 © 28.1 4.7 @ 0.0 FT 22.5 FT 40.0 FT 52.4 #/ft t= 0.312 " 10.0 "PIPE w= 40.5 #/ft t-- 0.365 " **f***4*Hf*Mf**************!*R***M!***A**********MM***** ** "PIPE w= 14.6 #/ft t= 0.258 " • Air Usa 2 -9 "?VES `O.237L •=3 .Z/ 18'-0' WIDE F- X 4'-0"THICK FTG ZQ 1 P 1/4" x J) �w Ifiii� 6-3/4"4'BOLTS ASTM A301,MIN E 3/4" D2 N.T.S " O 1z 4 I/8"1-6 NOTE: SPLICE FORCES ARE TRANSMITTEE THROUGH SPACER RINGS BY BEARING. NO SPECIAL INSPECTION REQUIRED. SPLICE, TYF GENERAL NOTES FOR POLES AND FOOTINGS 1. f'c = 2500 P5I 2. PIPE STEEL ASTM 4500 GRADE B. DATE: 04 -Apr -2001 JOB Red Lion Hotel STRUCTURAL TECHNOLOGY SHEET 651 Arroyo Drive San Diego, CA 92103-6401 2 BY: JSG No. 1037 - 64.1 (619) 296-2096 of 3 CAP PLATE INPUT M W EDGE DIST 5360 530 1.25 Fy 36000 BOLT TENSION T = 12*M/.99d= 12`53601.99`10.75= 6044 LB PLATE WIDTH, MINIMUM B=2*(T+W}/.45*1.33*Fy*.03*d= 2`(6044+530)/.45`1.33"36000*.03`10.75= 1.42 IN. PLATE WIDTH USED = 16.00 IN. cv PLATE CANTILEVER m=(DEPTH-0.8*D)/2=(12.00-0.8*4.00)12= 4.40 IN PLATE BENDING DUE TO BOLT TENSION M=T*(m-EDGE DIST)8=6044*(4.40-1.25)/16.00= 1190 IN LB PLATE BENDING DUE TO BEARING M=(T+W)*(m-0.01 d)B=(6044+530)*(4.40-0.11)/16.00= 1764 IN LB PLATE THICKNESS t= (6*M/1.33* F)".5=(6* 1764/1.33*27000)^.5= 0.54 IN BOLTS WELD A=T/1.33Ft No =6044/1.33`20000*2= 0.114 SQ IN 4.00 INCH O.D. PIPE Z=PI*RA2=PI*2.000^2= 12.57 IN"2 fv=12M/Z=12*5360/12.57= 5118 LB/IN 12.00 INCH TUBE Z=BD+D^2/3=12.00* 12.00+12.00A213= 192.00 INA2 fv=12M/Z=12*5360/192.00= 335 LB/IN MATCHING 1E's Uo"xl2"x%" 234 w/4-916".MIN. BOLTS 1I ASTM A301, MIN. 1/1 TS PER PLAN 111-11111114 M MN Y4"fE NASNER AS NECESSARY. TS PER PLAN Plate 5/8" x 16.00 x 12.00 4-1/2"M.B. ************* ***'* MINIMUMS SEE DRAWINGS FOR ACTUAL SIZES 7/16" FILLET WELD ALL AROUND 1/16" FILLET WELD EXPIRES /t -/9'-o Z l • • Structural Technology Consultants Inc. 651 Arroyo Drive, Suite 100, San Diego, CA 92103 (619) 296-2096 • (800) 681-8106 • FAX (619) 296-2196 PROJECT: MD L/'O0 iifdredi -- SHEET . OF �. PROJ. NO.: ID77 — 6 SL DESIGNER: 73 Cr- DATE: ©3. 2.0 SOI fir- `7Z� �JSrt��/ O r- H041z31-11/14- fJT ltr 0(14'D loAD 23/F 12,-C`r -- - . Co e 20110r L CEA/14 / r(f „ /' // 1� r, 13G (2" ,r 0/41/3 ' UE(6'F12 40/0 Air /boil,' A- O „ 25:2' X /2,/ Ir /57,7 4- (1,-)z /57,7 /, x(6) - 60552, iIV Si -f&--0/2 3712R -Z (rs/oL) iftr) (682 � 2K6,ra2 KU2 1�f' tE41) WG fladzo rift. ,SGAM CD: To(ZGq _ 12,c)(e)(0, c)`/^F goirfjL -/ r M(Ps) ;?&D K /2..v• ' 3 (2 5 cT- (-4--)3c) Pst Oa°,� a 46.�o�O. CG=�O36o I 1 _ __.___, -3 , 1.`G 'Z 7' 5 (Y£ W 'S-& j" _ . 5(4C rlc,..... 5 i fr Ls, ._ .4} ..a w C'7' -t Dec -21-00 01 :47P ES&A 'S'�I41 and Awnin 541 5813 PAR'1'MENC OF�LABOR AND 11 1 1FS LI:625-05100o (4197) Ptl?`.Ili' IIIMI OO)/I REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL M401.,.. EXP: >,_ PATE ; OQF ;i? /20./2001 ,:06/200+0 E: S,.& A S.IGN.'. & AWNING - 1210 OAKPATCH RD EUGENE OR 97402 P_02 Detach And Display Certificate --- REGISTERED AS PROVIDED BY LAW Aq CONST CONT GENERAL REGIST..# EXP. DATE CCO1 . ESASIA*000QF 06/20/2001 EFFECTIVE. DATE 11/06/2000 E S &;A• SIGN,& AWNING:' 1210 OAKPATCH RD EUGENE OR , 97402 Signature Issued by DEPARTMENT OF LAI3OR AND INDUSTRIES Please Remove And SMI Identification Card Before Placing hi Billfold 12'-6" 17` 10" PIPE PLATE MOUNTED WITH 16" PIPE SEE DETAIL 4 48'-0" 8'-3" 22'-6" a b - EXISTING ALUMINUM CABINET - EXISTING 4" DIA. SCHEDULE 40 STEEL :'IPES INSIDE SIGN CABINET. SEE ATTACHMENT DETAIL DWG. #RL134-01-P2 NEW 6"X 12"X(1/4"WALL) STEEL RECTANGULAR TUBE NEW 10" DIA. S1 EEL PIPE IS SLEEVED INTO A CUT-OUT IN THE RECTANGULAR TUBE & FULLY WELDED. 12'-6" r 64 i\UAZNP-P-1— FIT -w %r \ 300;k7 #A= RENOVE ORM EXDSTORIG D/F Df OTE! N 4 LLY OLLIIMO IQTEDD MGM CAM O k,ET FE c1M EXISTING TWO POLE SUPP 1 t7 ITU TALL OM 1l MEWS WS O6`1E POLE SUPPORT CABI!JET= ALUMINUM FABRICATED WITH 800 MA FLUORESCENT LAMPS FACE S= #945 WHITE PANAFLEX WITH 1st SURFACE TRANSLUCENT VINYL OVERLAY. (SIF\ i PIPE ;= P .INT GOBIE BEIGE NEW 16" DIES. STEEL PIPE 16" DIA, STEE L PIPE IS DIRECTLY BURIED INTO GROUND WITH A CEM ENT FOOTING SIGN #A •\s. NEV\ 4'-0" THICK X 8'-0" WIDTH X 8'-3" DEEP RECTANGULAR FOOTING WITH CONCRETE. 9" Presentation for: RED LION HOTEL 205 STRANDER BLVD SEATTLE, WA Date of original drawing: 4/6/01 Drawing Number: RL134-01 R Sales: BUZZ Design: RL Revisions: ORIGINAL DRAWING= #148-01 3/12/01 4/6/01 ADD ATTACHMENT DETAILS, SEE DWG#RL134-01-P2 Please initial & date Colors Spelling, _ Graphics Please Date. Landlord Approval: — REMOVE THE EXISTING CABINET TEMPORARILY CUT OFF EXISTING PIPES AT GRADE & DISCARD. Date: Sales Approval: Date: This design p,ovomnlbn in the property a ESM Sgn and Awning Co All rights to its use, altering. a ° roduction are prohibited Olthom W,etm, pernuesnrl 1210 Oakpatch Rd. Eugene, Oregon 97402 ph. 541-485-5546 fax 541-485-5813 \ • • •