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HomeMy WebLinkAboutPermit S01-014 - BED BATH & BEYONDSO1-014 BED BATH & BEYOND 400 STRANDER BLVD r SITE INSPECTION (PLANNING) File No. S2001-014 Name of Tenant: Bed Bath and Beyond Sign Address: 400 Strander Blvd 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: • 02/21/2001• 1517 36084893 F25-052-000 (8/97) • C DUGAW . • • DEPARTMENT OF LABOR AND INDUSTRIES • REGISTERED ASPROVIDED.BY .,CONST CONT SPECIALTY Regf -7°W ' AOC • • :HEATH 4,COMPANY LLC' - •• • ' .2300.N HWY 121 EIMESS TX 76039 • • LAW AS State of Washington County of King Signed or attested befo October 16, 2000 By: 1D • My appointment expires 7/2/01 ent By: KPFF Consulting Engineers. 602 285 1010; Feb -13-111:01; Page 2 Calc lations for Job: Bed Bath & Beyond Address: Tukwila, WA (These calculations apply to the . . at this address only) Client: HEATH SIGN C o , Job Number. 100082.2 Index t t Calculations Sheet: Item: 1.1 1.2 Par • . et support evaluation 2.1 2.2 Exi -ting parapet support members 3.1 3.4 ' - rs information O Copyright 2000 kpff CONSUL NG ENGINEERS, INC. PHOE IX, ARIZONA int By: KPFF Consulting Engineers. 602 285 1010; EffiriConsulting Engineers 2800 North Centra! Avenue, Suite 1010 Phoenix, Anzona 85004 Phone (602) 264-1010 Fax (602) 285-1010 project'—Ti Feb -13-0. 11:01; Page 3 by RG date .Z /01 sheet no. 1, job no. \.c7o0U. z "ti's%C-A Pc .... .:. Ot,`z.tir G.\ ‘4..) :nt By: KPFF Consulting Engineers; 602 285 1010; 1111117 Consulting Engineers 2800 North Central Avenue, Suite 1010 Phoenix, Arizona 85004 Phone (602) 264-1010 Fax (602) 285-1010 project Feb -13-01 11:02; Page 4/10 RG date Z /01 sheet no. , job no. ��voa 2. ANGLE HELOMV I. LIGrIT &A. WALL 2. EXISTING COLUMN BEYOND. 3. EXISTING GLa. 4. EXISTING UR1..i142/ 5. TS(&xSxi . ,, 1 LONG f>. (3) 3/ R.l1 B0LTS .si €' 0.0. 1 PARAPET PER ARGH1Tt3GiuRAL AOR.AP11NC6. . 1 x5"X1/4' 4'1-A.7E 6 £t O.G. !0. 1. 444.../44 a E' 0.C. I.). !y 6.4;ri4•i¢," 4.i;;46.:,C; t,NL'c-clr' . 1 't'v!jL.L Y4/(.=' E!4' 41 A )Q ! f CLTS. I'/ L. 3'x5"x3/4' (...L.V.% x'" LON(' • rr 1 ,\I `r / '. I nm 4 1/4 I ) *112 SGREY 5 AT EA SND, 15. 12 GA. x ;2" x CONT. TRACK... 16. 12 GA x —' 2" GL tF N/(4) ti! 2 SCR(EVES 10 EACH STUD. li Gbx18.75 s 45" O.C. Ib. b' ID &A TRACK 3. I0" C,£,. VERTICALLY YV/ (2) #I2 S.CREhS AT EACH END INTO STUDS_ la, EXISTING ROOF DECK 20. I/2" Ib" SQ. PLATE Yi/(4) 3/4.0 A3O7 SOLT5. L3x6X3/&x'F7' i O1:[i V) ANGLE. r. 7 L.,(. (:2) 1 j.7 'W x 4 LQi \[. VV.. 23_ !'' MAx. SFGT E3 n -7"'— r ` ' `' l i r-.?,- 1.2:;) I AT (''a 1 , • 1 • 1 2' SGT . A fl w m' tu rm a 0 W it -42 J 2 oc U Ul at rsi 0 c 1 0. o` 1. LIGHT GA. PALL 2. EXISTING COLUMN BEYOND. 3. _ 4"x4"xt/4" ® Be O.G. 4. EXISTING PU, .LIN. 6. NFh bx 12 ME Mi3E? "1r"1"- /Sl5IM" •✓i•1 HU66 MAX. HANSER A - 50T -1 ENDS. i PARAPET F'ER. ARCSTEGTURAL //4. DRAr1IN6a. 8. G 12 4 xCOM'►. x_ ';.I/•4'• PLATE 0 D' O.C. A :Cr. _J - .' •'./V5 ." i' _A ^T33:= ;%:\ 11. 5/4' Q T! - RU 30L G C 13 0.G I • ~ 1 144- 12. 12 GA x 12" x CONT. TRACK. 13. (3) 412 SCREWS TO EACH STUD. ® 46' O.G. DC NOT OVERLAP NW KICKER.. 15. 6", 1i3 GA. TRACK (3 ib" O.G. VERTICALLY V4/(2) pit jCREY:5 AT EACH ENP INTO Sii.DS. 6" 16. 12 GA. 12' CLIP N(4) 412 5CRE%1 TO EAC•ti 'HT1!;✓. ri. I' Max. 1 I1 11 11 PARAPET LA I LtAL SUPPORT .A7- a• i`-,, t rr A c. O In to0 O z 1— U 1_,J W IA. 0 1 W 4 J E v z Z m F cc 1 • snt By: KPFF Consulting Engineers 4'-10 112' 602 285 1010; Feb -13-11 :04; Page 7/10 lava 40'4' :37-7.3J'e' 3 78,a C FRONT SIGN ELEVATION 1 SCALE: 114' = 1'4 M M M 9003!/ 003349 a , n q 9410 B NEON LAYOUT 1 O(1 SCALE: 114' = 1'-0' COLOR SPECIFICATIONS FACES: DETERMINED BY LOCATION O 7228 WHITE O 2793 RED RETURNS: 0 WHITE OBLACx O OARJC BRONZE RETAINER TO MATCH RETURNS INTERIOR: WHITE ELECTRICAL SPECIFICATIONS p . NEON: 1 GRED OWHITE 72.74 M1: (B) 20 AMP/120V (1) - (B.E.D} 14.04A (2) . (B.A.T} 12.38A (4) - {B.EY} 14.84A CIRCUIT (5) - (O,N} 14.04A CIROJIT (e) - (D.} 9.38A aR O eOmA NEON: 15mm 8500 WHITE APPS: 14.325 CIRCUJIT& (14) 20 AMP/120Y CIRCUIT (1) - (B} 9.00A CIRCUIT (2) - (E) 9.00A CIRCUIT (3) - (D} 9.00A CIRCUIT (4) - (B} 9.O0A CIRCUIT (5) - (A.T) 15.09A CIRCUIT (8) - (H} 9.0CM CIRCUITS CONTD.: aR ,Curr (7) - (a} 1125A CIRCUIT (8) - (B) 9.00A aRcurr (9) - (E) 9.00A CIRCUIT (10) - (Y} 0.O0A °RCIJIT h 1) - {0} 13501 CIRCUIT (12)-(N} 13.501 CIRCUIT (13) - (0) 9.0CA CIRCUIT (14) - (o) 9.00A Heath and Company . Signs Nationwide 2121 Orono. Serest. Aliernbre. C 1314 461,000 4701 BorONI BAMS. DOW, Tome 13236 8141 7-0#!O RorIOL34677 1 N /3¢4415 MA Temps AceL0A:le^'K ant By: KPFF Consulting Engineers; 602 285 1010; .",416m° Feb -13-0}11:04; .053 ALUMINUM RETURN OLOSS.YMITE INSIDE. Calor Specs for Outside) RET ERS PAINTED TO MATCH RETURN IP. 1 LOR. FOR LTRS LARGER 42' USE 1/21 x 1' AW M., OHTERS SE 1' JEWELI'TE TRIMCAP. Page 8/10 Z V k`t 'x3" Lag Bolts Into Blocking 2 per Letter 3/16' COLORED LEXAN FACE (See Color Specs) .000 ALUM. BACK GLOSS WHITE INTERIOR NEON ON 3' CENTERS (See Color Specs. for Color) TO 20 VOLT SELF-CONTAINED TRANSFORMER GENERAL NOTES • MU4M1 MI Of 6 BEET METAL SCREWS ARE TO BE USED FOR REJWIID THE TROM ANO FACE 10 THE SION SOM. ME W.1011AUM ME TO BSE US PER FAZE SHALL NOT MEM 1r AND NO FEWER THAN • SHaLAC IS TO BE AAP' TO EACI-R CAPPER WIRE TRE TO PREVENT LOOSENING OF THE WIRE TLE • All BICSIAOE TO NAVE NOIVIDUAL OIRCONPECT SWrf 1E3 As REQO. 'OM to p• In ItoIO down AND CARRY APPf CNAL L/t8E & • ALL Sk14AG+E WLL LL BEL UAPPROVED �EIDUIPIAENT GROUND REQUIRED ELECTRICAL BOX WITH TC -211 EMT .500 TYPE CONNECTOR (ANO 12' WHIP) NDED TUBE SUPPORT -- 1/4' WEEPHOLES — 3/8' BOLT W/ EXPANSION ANCHOR FOR SOUD WALL PUCATIONS (4 per letter) 3ecalcal MPJ ¢-29-200O) 3emScaR MPJ 0044 000) 4 r�V' . ( NC 0• 0. c \ TYPICAL LETTER SECTION 1 of 1 SCALE: 1 1/2" = 1' 0 EIECTRfAL 10 BE UL APPROVED POI SHALL MEET KEC. STANDARDS Urdervithin La°rd<1b Inc ELECTRfC SIGN 10'-0° x 40'-0' STACKED LAYOUT n•N•1 Mem a DOM&■11110«0 - k ertee +• Ie. R2 Memos Seal. Noted Orli 111 ode 2-1 -Go be s _1 Samar SR Imo I[ NPJ 6 1 CRailtai Vaf{ota HEATHS wiso• ,•_.' �e$•••.._w maa., er no alismisimeiumem ...mor.•... ...rosur• Armes. nt By: KPFF Consulting Engineers. 602 285 1010; Feb -13-0 11:05; Page 9/10 S �-- (t,- // 3.3 > FRONT SIGN ELEVATION 1 of 1 J SCALE: 3/8' = 121 SQ. FT. f3 1 NEON LAYOUT 1 of 1 / SCALE: 3/8' = 1'-0' COLOR SPECIFICATIONS ELECTRICAL SPECIFICATIONS FACES: DETERMINED BY LOCATION 0 7326 WHITE O 2753 RED RETURNS: 0 WHITE 0euCK 0 DARK BAONM RE -TAMER: TO MATCH RETURNS INItRICR: WH ITE 0 30n A NEON: 15mm O RED 0 WHITE TRANSFORMERS: (04) 5000 @ 1.4 AMPS EACH (04) 8000 @ 1.0 AMPS EACH (07) 7500 @ 2.0 AMPS EACH (02) 6000 @ 2.4 AMPS EACH VOLTAGE: 120 AMPS: 30.8 OBOISTS: (21 20 AMP O 5011IA NEON: 15mm 8600 WHITE TRAI4$FORMERS: (04) 5000 @ 2.7 AMPS EACH (04) 8000 @ 3Z AMPS EACH (07) 7500 ® 4.0 AMPS EACH (02) 6000 ® 4.8 AMPS EACH VOLTAGE 120 AMPS: 612 CIRCUITS: (4) 20 AMP Heath and Company • Suns Nationwide 2151 Orwin• Sena; *Ammon. cat1orN1(1118) 467.1000 LnIS 0A112 LQ•fbL Te11140M3R.1A-x-0570 7 'LLiv'•gp�`Qld•rry Floods 5'677 (6'1,11p66.4415 ?D W. 661 Mori 12•.iW+/ Chl o. d_ 60164 (RJ01 6'76.0070 • JAMMU PACE 11 Flr YR • SHW.A THE M1 • All SIG down pc • ALL SKI earn nt By: KPFF Consulting Engineers; 602 285 1010; Feb -13-01 11:06; GENERAL NOTES CET METAL scREws ARE 1V Be USED FOR SECURING TRE TROs AND 4 &CQY. THE MAXIMUM SPAONG SHAtl NOT EXCEED 1r AND NO A S(:REWS ARE TO RE USED PER FACE. AP L'E° TO EACH COPPER WIRE TIE TO PREVENT LOOSENING OF tkvE tNOMOUAL DISCONNECT SWITCHES AS RECTO. 'CN b be in the . 3E. U.L APPROVED ARD CARRY APPROVAL LABELS. .063 ALUMINUM RETURN PAINTED GLOSS WHITE INSIDE. (See Color•Specs for Outside) — RETAINERS PAINTED TO MATCH RETURN COLOR, FOR LTRS LARGER THAN 42' USE 1/2' x1" ALUM., OTHERS USE 1' JEWELITE TRIMCAP. 1/4'10" Lag Bolts Into Blocking 6 per Letter 3/16' COLORED LECAN FACE (See Color Specs) .090 ALUM. BACK GLOSS WHITE INTERIOR 15mm NEON ON 3' CENTERS (See Color Specs) TO 120 Volt SELF-CONTAINED "TRANSFORMER ELECTRICAL BOX WITH TC -211 EMT .500 TYPE CONNECTOR W/ 12' WHIP EXTENDED TUBE SUPPORT 1/4' WEEPHOLES 3/8' BOLT W/ EXPANSION ANCHOR FOR SOUD WALL APPUCATIONS (4 per letter) NPJ a-29-2000) i, 1, 7 • • / C TYPICAL Lt l I tR SECTION _ 1 or 1 SCALE 1 1/7 = 1'-0' ELEC1RICAL TO BE UL APPFIC Efl MD SHALL MET KEC. ST.'J€A DS Undm.s •' L LaborRmtee !rt. ELECTRIC NON 6'-0' x 24'-0e STACKED LAYOUT HEATH} rr.ject Rt... BAliid.I Hn Owe ITL 97385 RnkiM R1 ;''"",p.' a'� kW. Noted P•00 Ia. 1 r 1 _ .oOi. r. 1. .. Ry•••••••=u/O* l On6R 3-1.89 Ai Vertan Marl APPS . S.. VI ••••• Yea - .. ieleoma S.R. 1.—' 1 NPJ .r..a City of Tukwila:. • (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 ' Tukwila, Washington 98188 Status: Type: Category: Address: Location: Parcel 11: Zoning: OWNER OCCUPANT PLANNER CONTRACTOR PERMANENT SIGN PERMIT ISSUED P-PSIGN WALL 400 STRANDER BL WEST FACADE 022310-0070 Permit No: S01-014 Issued: 02/21/2001 THE SEATTLE FUR EXCHANGE, INC. Phone: 206-246-7611 ATTN: JAMES E. SWEENY, PO BOX 88159, SEATTLE, WA 98138 BED, BATH & BEYOND MINNIE DHALIWAL HEATH SIGNS Phone: 206-623-3100 1762 AIRPORT WY S, SEATTLE, WA 98134 *************************************************************************** Permit Description: WALL SIGN 144 SF "BED,BATH & BEYOND" Total Permit Fee: 72.00 PERMANENT SIGN: SIGN LIGHTING: INTERNAL WALL SIGN - Wall Area (Sq. Ft.): 2540.50 Wall Sign Size (Sq. Ft.): 144.00 Face Residential Land: N FREESTANDING SIGN - Street Frontage for Entire Lot (Ft.): .00 Bldg Height (Ft.): .00 Sign Size (Sq. Ft.): .00 Sign Height (Ft.): (In.): Setback (Ft.): .00 Number of Sigri Faces: ************************************************************************** Planning Division Authorized Signature DaYU /01 te 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. City of 1i wila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 (206) 431-3670 PERMIT N� DATE: PERMANENT SIGN PERMIT APPLICATION gh 4 /Sp), d,ld Business Name Ch -2.Z 7 >erM,•,l -c1 Lcc Applicant/Contact J—JJ,a471 s Ci . LLQ Contractor Please print L42.9 �✓�.�a r g//vi Address of Sign )7/6 �`,4c/F/c Address, City, State, Zip r , SD. SS/(e l Address, City, State, Zip _ Separate application required for each sign proposed 3 sets of plans (dimensioned and scaled), includes site plan showing: • Property lines • Streets • Buildings Er RECE��K�1� c�T' °F 1QQ1 cc8 15 • Locations of all existing and proposed sign 'GENS Sign elevations with area calculations and dimensions _ Building elevations (for wall signs) 127 Supporting structure and method of illumination One copy of valid Washington State contractor's license $50 application fee per sign, or 50 cents per sq. ft., whichever is greater. See back of form for examples •Phone )60/-6 '(3v? - Phone 6/6.)3 3/c..1.0 ,0/ /473 Phone s yoursign a: ]Freestanding sign 15 or more feet in height le sign with face 30 square feet or more in area ign weighing 400 pounds or more ❑ P ❑ Wa If any of th :. bove are true, the applicatmust go through struc . al review. STRUCTURAL RIE HECKLIST: ❑ $84 for structural r- 'e' if actual cost to the City is greater, you wil •e billed • -n you pick up your permit). ❑ Construct�ip details to describe •roposed foundation or wall,atfachments (see back of form examples) ❑ Structural calculations for the sign shall be prparedby a )Areshington State structural engineer SIGN DESCRIPTION Is t ign: Internally lit 0 Externally lit ❑ Not lit Does the sign face resi enti ones 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,,, 9w many signs will list this business? Freestanding Xj' Wall L— WALL SIGN: What is the all ea length x height) where the sign will be mounted? square feet 'e1° 5 Wall sign size: /1 '/ square feet Does all sign weigh more than 400 pounds? Yes 0 No If the sign weighs more than 400 pounds it requires structural review. See checklist for additional information required. ; Uri FREESTANDING SIGN: Street frontage of the entire premises where the sign will located: feet General!. , only one freestanding sign is allowe per premises. Size of sign facsquare fe Structural review required for pole si• s with faces 30 square feet or more area, (see the list for additional information required). Number of sign faces: Height of building: Generally, signs may not . e higher n the building with which they are associ• ed. Sign height: feet Structural revle • is required for signs 15 feet or height, (see ecklist for additional information requ ches re In d). Distanc7 om closest edge of sign to property lines: feet Genecally, signs must be set back from all property lines a distance equal to their height. 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 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. D-/ /r/0 Date / (Signature of owner or autho agent) - /c - �tid jGG/ l£3r�2 Phone FOR OFFICE USE ONLY Zoning: Planning review by: 0 Denied ❑ Issued 0 Issued with conditions Structural review required? 0 Yes TAAciw o (,e Structural review by: 0 Denied Actual time spent to review LN Approved ?i 2o'2C0f 0 Approved with conditions Additional charges for time over 2 hours Comments or Conditions: `� le' Tukwila Train & Sign .Area Hobby Sign Area is calculated by constructing a polygon around the sign using right angles. Building Elevation Wall Area Is calculated by multiplying the length and height of the tenant space. -1 ) n Existing I' • I .I I I I I I I I f i s tgl l I I I I I I l Property Lines k West Valley Hwy. • ` SITEILEASING FLAN Site Plan Show applicant space and all existing & proposed signs. r It.I t7. All ZION/ AMO COU,ONINft Alt IR Nttf 1IA1t AND IOCAi MIOINO INC tliCIftCAt COOtt tlltif YttAl tttttnt • /AC11t t Mill P117 USIA.. t't1WM 1 RltAftlAnrAG ot�sl t1AM 7e'O 1 t'rt .I rtntttttll IMIII tII lien CO.NIClOn /1'tRU CONDOR — —t� .t�110t1ROi011M1t tc81 MOM 'tom o bjj 0. It ICnt_ IUO.N 'net AI ntent0 MOWNf.plltf/tt1 Otr1110I F.7O1 (Min tlU IFPNA1n00* I1WIIIOPY8CI NOf Oran 301 111 00111 83n attrt8l RAIL Wall Mount Detail For all wall mounted signs over 400 lbs: PCZhiO A KA,WPP -Tb ete.,0 w/ %. HEIL stir-rtr. • E 1%i al salla potz. CTRX-B 2' 4' `I I_ o� -1'L-1 -,'-c. TIP. Footing Detail For all Freestanding Signs EXAMPLE OF REQUIRED INFORMATION Big Store \ \ \\\ \ \\ \ \ \\ \ \ \ \ \ ` \\\ r+\ \ \ ..\\\ \\ \\\ ,\ Building Elevation Wall Area Is calculated by multiplying the length and height of the tenant space. -1 ) n Existing I' • I .I I I I I I I I f i s tgl l I I I I I I l Property Lines k West Valley Hwy. • ` SITEILEASING FLAN Site Plan Show applicant space and all existing & proposed signs. r It.I t7. All ZION/ AMO COU,ONINft Alt IR Nttf 1IA1t AND IOCAi MIOINO INC tliCIftCAt COOtt tlltif YttAl tttttnt • /AC11t t Mill P117 USIA.. t't1WM 1 RltAftlAnrAG ot�sl t1AM 7e'O 1 t'rt .I rtntttttll IMIII tII lien CO.NIClOn /1'tRU CONDOR — —t� .t�110t1ROi011M1t tc81 MOM 'tom o bjj 0. It ICnt_ IUO.N 'net AI ntent0 MOWNf.plltf/tt1 Otr1110I F.7O1 (Min tlU IFPNA1n00* I1WIIIOPY8CI NOf Oran 301 111 00111 83n attrt8l RAIL Wall Mount Detail For all wall mounted signs over 400 lbs: PCZhiO A KA,WPP -Tb ete.,0 w/ %. HEIL stir-rtr. • E 1%i al salla potz. CTRX-B 2' 4' `I I_ o� -1'L-1 -,'-c. TIP. Footing Detail For all Freestanding Signs EXAMPLE OF REQUIRED INFORMATION 2-11 1/8' • 24'-0' 19'-6 3/4' 3'-7 1/8' A .�FRONT SIGN ELEVATION kreS •, 1 of 1 SCALE: 3/8' = Viii` -SQ. FT. /t/t/ B NEON LAYOUT k 1of1 SCALE: 3/8' = COLOR SPECIFICATIONS ELECTRICAL SPECIFICATIONS GENERAL NOTES FACES: DETERMINED BY LOCATION O 7328 WHITE O 2793 RED RETURNS: 0 WHITE 0 BLACK O DARK BRONZE RETAINER: TO MATCH FETURNS INTERIOR: WHITE 0 30mA NEON: 15mm O RED O WHITE TRANSFORMERS: (04) 5000 ® 1.4 AMPS EACH 04 60001.6 AMPS EACH• ( ) @ (07) 7500 @ 2.0 AMPS EACH (02) 9C00 Q 2.4 AMPS EACH VOLTAGE 120 AMPS: 30.8 CIRCUITS: (2) 20 AMP 0 SOmA NEON: 15mm 8500 WHITE TRANSFORMERS: (04) 5000 ® 2.7 AMPS EACHi (04) 6000 ®32 AMPS EACH (07) 7500 ® 4.0 AMPS EACH (02) 9000 @ 4.8 AMPS EACH VOLTAGE 120 AMPS: 81.2 CIRCUITS: (4) 20 AMP • MINIMUM OF 8 SHEET METAL SCREWS ARE TO BE USED FOR SECURING THE TR8I AND FACE TO THE SIGN BODY. THE MAXIMUM SPACING SHALL NOT EXCEED 18' AM) NO FEWER THAN FOUR SCREWS ARE TOM USED PER FACE. SHELLAC IT ED BE APPLIED TO EACH COPPER WIRE TIE TO PREVENT LOOSENING OF THE WIRE TIE • ALL SIGNAGE TO HAVE INDIVIDUAL DISCONNECT SYTTC>1ES AS REGD. 'CN' lo be In the down posedon • ALL SIGNAGE WILL BE U.L APPROVED AND CARRY APPROVAL LABELS. .063 ALUMINUM RETURN PAINTED GLOSS WHITE INSIDE, (See Color Specs for Outside) RETAINERS PAINTED TO MATCH RETURN COLOR, FOR LTRS LARGER THAN 42' USE 1/2' x 1' ALUM., OTHERS USE 1' JEWELITE TRIMCAP. i ." i ' 1/4" X Lag Bolts into Blocking, 6 per letter typ. 3/15' COLORED LEXAN FACE (See Color Specs) .090 ALUM. BACK GLOSS WHFTE INTERIOR 15mm NEON ON 3' CENTERS (See Color Specs) TO 120 Vott SELF-CONTAINED "TRANSFORMER ELECTRICAL BOX WITH TC -211 EMT .500 TYPE CONNECTOR W/ 12 WHIP EXTENDED TUBE SUPPORT 1/4" WEEPHOLES 3/8' BOLT W/ EXPANSION -ANCHOR FOR SOUD WALL APPUCATIONS (4 per letter) c TYPICAL LETTER SECTION 1 of 1 SCALE: 1 1/2' = 1'-0' alma TO BE UL APPROVED AM) SHALL MET NEC. STANDARDS LUnderwiten Laboratories Inc. ELECTRIC SIGN 6' -Oa x 24'-0" STACKED LAYOUT eath and Company • Sims Nationwide ?121 Or•rro• Street, APlrttbre, California (818) 487-3000 1709 Br;h rel west. Ods• Tess• 75285 (214)837-0850 1885 Tampa Road. Oldsmar, Florida 34en (8131888-4415 9 W. 581 Nati Ave., West Chicago, 0.80185 (8908760070 1 Electrics! NPJ (R-2) 4 ! Ie 3 i• 7 e e P1•prt lama Address C7ty5izb Various c11•e1 Approval HEATH, BAT 1&lI ND"'Dedie 1a.-97395 "Milks 10. RI -a•"•.'.'am`� � COMM I III ILMITEI RP ,011, Nowt 10 1 d 1 mom au" Ra KM • • w1•uS•=MX (HMI 13 Dab 5199 J•1 tk ■ MOW NMI CLOOMP -- .— ••.aToa••10MI ss Wesson S.R. 2.,... 2.1 NPJ __ n•d=Pre Sale Noted - - - I ' !. • • ; • _J -- STANDARDS 8.5' _ 4 EXISTING ACTS • fc , . GATAR SHOP -------- 222 93. FT. RESTROOMS: 16.3 SQ. TT. . . . ...... ..... . • • . • . . • . • • . . • • • • . . • • . . • . . • • , • • . .•.•.• .. .... • . • . • • • . • ....•.• .•• • .•. ...• .•. • .• • - • 2.245 SQ. . • . • . • • . • 9.11TAi4 .9411. SALES 11,797 50. 11.thirith 4,0 • STORA0:: • GUITAR 17.40P •- Isr SQ. FT.. . . GROSS FLOOR AREA: . . . . 16,373 SO. FT. . . . j E T -.A II A I / *rt j 44 i.:45TPIG Staa5CS ROAN UNLESS NDrr-0 OltrtRivt.2 /7/ C., PARKING AS NO7N7 FEE-SMPE FYIS LEASE SF"Aa 'REDA. SALES ASV. 6.175 SO. T. • • . / 950. BAIN It BEYOND • RETAIL Shia ARFA: 34019 SO. ff. LASE SPACE GROSS FLOOR AREA: 20.196 SG. ET. NEM RAMP ANM RARING SEE DTI_ 14/Ati BED. BAN & BEYOND GROSS FLOOR AREA: 45,396 SQ. FT. . • 1.015 93.11. . ...... * vE5119LILE: r41/5 . . ...... • • • • 522 SO. FT. ard / 7/ cre5k9iva„,- 0 vr- RESERVE PARKING AS 5.11304 • FRONDE NPR &CRAFT AND WrIEELSTOPS TO WET THE REOUIRDIENTS OF THE ACCESSTINUF, CODE /7aosET: 41 s. FT. 0 SR 0 CO II • i t / '-' • ,t Z.:::: 2 e 1, -i 16'-'f -- - -1-4-..poices1 i 27 35 --,•••••••••• NEW LANDSCAPE ISLAND on S.F.) ACC 93. FT. T: 4-- CLOSE 47 SO. FT .7 PL e --019164G LANDSCAPE ANTER. PRCNIDE NEW CURD • NAV FLAMER MEE •— RE --STRIPE EXISTING PARKINS AS NOTED 25 2435 .**1 TO EXIST*0 COMPACTS 0 S. scr Si/ I .0o1)s1)a.LE PAD: Cr TRAV%.T611-3.E-1 RESTR1PED AS RCOURF_D. m•-•. ••• ...._.......▪ . came 4L'19A1.1Ft"' •v14E0 CONCRETE WALK - /1 . NEM caNcRETE RAMP 6_0•I 19 COMPACTS 0 89' 0 alg; 32.'411 r * &FE 02/A1.1 38 = DaDi • TT) AIN1 UNL8SS 64)50 0HER4SE I 1•) I I ; sminD. '44.4606 /1/4/1 I I I NET PARONG A I • MEW s040.8.511421.) 6 ..521 8 EX. STNEG. 0 . 4 , 0 Cc5lPACT 0 - 72' 9 EXISIVIC 0314PACTS 0 8' - 72'2r -a" J. I; cm a:94P CIS • &O. - 88" t a. 9 EIRSTINC COMPACTS•8.25' 74.25 1 ' i I I I I 1 r! I ! 1 2? I I I; ; 1 I' I, 5 LOST. CCUPACTS 0 8.0' 40' •••-. EMS ING RAMPS (N • • 1- • ; •I • • 1 - - i PRCAADE NEW SIR1P16G FON (3) ACCESSEILE P4RNI60 9.ACES. SPACES 94A11. 86 Wm' 0114 (1) 5'-O' (LIN.) T' AccEsavar PAN Cr TRAVEL ro RESTRTPEO AS MODRED. PROPOSED STANDARD SPACES PROPOSED COMPACT SPACES MIC @ng©CD 10877 WATSON ROAD ST. IOUS, MO '63127. PROJECT MANAGERS 06,21111.1110. CORE. PrattypeVen.on 19; 01103410 INDI PERMIT MUM ADCENDUM CO3E REWSONS 8/02/00 IICIANCT• DAY ...se,. 999838 40001, Cal 'Cat PT___ « ••••• RALPH R. SHAW 41 .1101`21610MAL OP 111:CCIPD 4R4C/S09. _NNYTSIN. . AL—CO-1 y ALUM. COPING, PREFINISHED COLOR: TO MATCH < PAINT -3 ) MATCH GUPA NT -3 TTER, REFINISHED COLOR TO AL—RWC-1) ALUM. RAINWATER CONDUCTOR, PREFINISHED COLOR TO MATCH EXISTING "QUARRY TILE COMPANY" — BURGUNDY — 8„x8„ "QUARRY TILE COMPANY" — BURGUNDY — 12" x 12" PAINT -1 ) TO MATCH EIFS #1 t PAINT -2 ) TO MATCH EIFS #2 PAINT -3 ) BLACK ©- XTER •R IN UL • TION F NISH SYSTEM WAT —MANAGED DRYVIT — DRYVIT COLOR #403, "DOESKIN" SANDBLAST FINISH EIFS-2) DRYVIT — DRYVIT COLOR #377, "MALT" SANDBLAST FINISH DRYVIT — DRYVIT COLOR #139, "ADOBE ACCENT" SANDBLAST FINISH (EIFS-4) DRYVIT — DRYVIT COLOR #337, "STUCCO BROWN" SANDBLAST FINISH MATERIAL LIST 15 REF.: 01, 06, 11, & 16/A4.1, SPEC. SOURCE: VER. 1.99 NO SCALE O EXISTING FACADE SHALL REMAIN ^w 0 U <n L� Y oo a o), BBB SPACE P EXISTING FACADE SHALL REMAIN ALL WORK BY OTHERS i I 1 1 --- r -r-1 r--- 1 1 1 I I r I -t-r-I - t t 1 1 rt--r-11 5 1 i---1+ + 1- REMOVE EXISTING CONC. TILT -UP PANEL AS REQ'D FOR NEW OPENING SEE STRUCTURAL. REMOVE EXISTING CANOPY, SALVAGE FOR REINSTALLATION. r 1 1 1-I r-•-----1 1--I---1---I r --I-- - I--r-I I I (-I- --I -I 1 I I I I 11 I I I I I r -I- -I ' -I- 1 1 1 r--1- -I"' f 1 1 1 1 I 1 1 1 1 1 1 1 I r -I- -1- -r i 1 1 I -I- --I- --I -1 REMOVE EXISTING EIFS & FRAMING NEW CANOPY BBB SPACE =I UII■IiiiilI.I PISI..I=aP■Ia.I.F ice' .. 11 ifivilviifitgall 411:11.1 =PI :rail 'i - -riji :rib ! 21 i -iii - .1-mmarakiddal .11 :: ll :In 1111111111'1211. DEMOLITION WEST ELEVATION REF.: A1.2 SIGNAGE TO BE PROVIDED AND PERMITTED UNDER SEPERATE CONTRACT. 1 "111 4111*.di 4,1111, gib. i 1.411 Olunbilhi mdigIIIIIIIEilimiIi1 VIII!!;, io >•prof I: 'no Mime mom mil I smisolmi LIR liiilllll ;li llldlill;lflllilll�lliiilllli lal iiir,lll, NEW ALUM. STOREFRONT sF08 WWI OPP NEW RAILING SEE A1.1 AND C-1 NEW EIFS & FRAMING REATTACH EXISTING CANOPY AFTER CONSTRUCTION OF FACADE 16 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS SOURCE: VER. 1.99 1/16" = 1'- " NEW WEST ELEVATION 11 AL -CO -1 EIFS-2} w 0 0 0 to � Y 0 I--�' l�. ._!o (EIFS-1). 4r REF.: A2.2 SOURCE: VER. 1.99 1/16" = IFS -4 r,. SIGNAGE TO BE PROVIDED AND PERMITTED UNDER SEPERATE CONTRACT. SEE ABOVE ( AL -CO -1 ) T.O. t MING 35.-0 9410 ply mg" II Nom ourifirmilo 111111111111111 F 11 1 1 �Y101111111111111 TILE 11111[11 II_ tiii�llil l l ii �iil��ii l[ iiI 111�r111ii�I� i -n ' ��. 1 now rsi f 4 7f T.01 FriAMING 31 -S O. FR 31 -0 IFS -4) TILE -2} r }; (EIFS-4) (EIFS-3) SF08. ( PAINT -3 (EIFS-3) G r � ,-(9t/6,3l 10- p' - p' `/'r'cC'/( 4.3 `/ x /9'7" 13.0,0- _'1 G,‘v --- REINSTALL EXISTING CANOPY, PAINT -3 ) IFS - FIN. fLF 0-0$ FIN, GRADE NOTE: SEE SHEET VARIES A4.1 FOR TYPICAL REVEAL PATTERNS NEW WEST ELEVATION REF.: 11/A4.2 01 SOURCE: VER. 1.99 1/8" = 1'-0" tR T cc) r%) Lil m z� o OUQApspto 0� �.3 Li Z C0 CO SL' CO Z�0 0Op v 0 ov7G F Q cc • (l. m0 DISTRIBUTION' DATE: Prototype Version 1.99 01/03/00 BID/ PERMIT 07/12/00 /ADDENDUM jI 8/02/60 CHANGE BULLETIN 1 gfts/ao ARCH. PROJECT 11 BBB PROJECT* 999636 BBBXXX DRAWN CHECKED: MTW Professional of record pivot! on indivlduo(. (/RALPH R. SHAW P !'ROFESSIONM. OFpREEcORD PHC}NE: 3i�821-1100 08-10-01 4702 OS DRAWING TITLE: EXTERIOR ELEVATIONS A4.2 1I_l ri 11111[11 II_ tiii�llil l l ii �iil��ii l[ iiI 111�r111ii�I� i -n ' ��. 1 now rsi f 4 7f T.01 FriAMING 31 -S O. FR 31 -0 IFS -4) TILE -2} r }; (EIFS-4) (EIFS-3) SF08. ( PAINT -3 (EIFS-3) G r � ,-(9t/6,3l 10- p' - p' `/'r'cC'/( 4.3 `/ x /9'7" 13.0,0- _'1 G,‘v --- REINSTALL EXISTING CANOPY, PAINT -3 ) IFS - FIN. fLF 0-0$ FIN, GRADE NOTE: SEE SHEET VARIES A4.1 FOR TYPICAL REVEAL PATTERNS NEW WEST ELEVATION REF.: 11/A4.2 01 SOURCE: VER. 1.99 1/8" = 1'-0" tR T cc) r%) Lil m z� o OUQApspto 0� �.3 Li Z C0 CO SL' CO Z�0 0Op v 0 ov7G F Q cc • (l. m0 DISTRIBUTION' DATE: Prototype Version 1.99 01/03/00 BID/ PERMIT 07/12/00 /ADDENDUM jI 8/02/60 CHANGE BULLETIN 1 gfts/ao ARCH. PROJECT 11 BBB PROJECT* 999636 BBBXXX DRAWN CHECKED: MTW Professional of record pivot! on indivlduo(. (/RALPH R. SHAW P !'ROFESSIONM. OFpREEcORD PHC}NE: 3i�821-1100 08-10-01 4702 OS DRAWING TITLE: EXTERIOR ELEVATIONS A4.2