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Home My WebLink AboutBLD10-132 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-132 Permit Type Commercial Tenant Improvement Project Name REPLACE CANOPY AND REPLACE Site Address 419 KEARNEY ST Parcel # ATM : ee 991403601 Project Description REPLACE CANOPY AND REPLACE ATM Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Jpmorgan Chase Bank Natl Assoc Owner Jpmorgan Chase Bank Natl Assoc Contractor Implementation Solution (714) 738-7935 CITY 009024 12/31/2010 Services Inc Contractor Implementation Solution (714) 738-7935 STATE IMPLESS917L] 06/04/2011 Services Inc Fee Information Project Details Project Valuation $15,000.00 Entered Bid Valuation 15,000 DOLL Plan Review Fee 163.31 Tints: Heat Type: PLAN REVIEW DEPOSIT 50 50.00 Redrooms: Construction Type: PLAN REVIEW REFUND 50 -50.00 Bathrooms: Occupancy Type: B State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.03 Building Permit Fee 251.25 Record Retention Fee for Building 10.00 Permit Total Fees $ 434.09 *** SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. . S$ 2. J . Print Name ess ie b S4@ Date Issued: 08/26/2010 i - Issued By) © MWAY Signature Sysee YER Date 5/2 [ro Date Expires: 02/22/2011 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-132 Permit Type Commercial Tenant Improvement Project Name REPLACE CANOPY AND REPLACE Site Address 419 KEARNEY ST Parcel # ATM 991403601 Project Description REPLACE CANOPY AND REPLACE ATM Conditions 1. Special Inspection required for high strength concrete and placement of reinforcing steel. Special Inspection reports shall be copied to the Building Department. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name Date Issued: 08/26/2010 Issued By: MWAY Signature = Date Date Expires: 02/22/2011 CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCELNO. 991403601 _— PERMIT NO. BLD10-132 ISSUED DATE _08/26/2010 _—sEXPIRATION DATE _ 02/22/2011 ADDRESS 419 KEARNEY ST CONSTRUCTION TYPE OCCUPANT LOAD OWNER JPMORGAN CHASE BANK NATL ASSOC PROJECT DESCRIPTION REPLACE CANOPY AND REPLACE ATM CONTRACTOR IMPLEMENTATION SOLUTION SERVICES INC LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT FOOTING 8 Vo) J SPECIAL INSPECTION FRAMING FINAL PUBLIC WORKS FIRE-FINAL FINAL BLDG./C OF O TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. Sep 17 10 03:00p Jeff Griffin . . 918-488-8264 Robert-James & Associates, Inc. --12255 West 187" Street Mokena, Illinois 60448-9737 708.479.8385 September 16, 2010 Mr. Fred Flota City of Port Townsend, Washington 621 Sheraton Street Port Townsend, Washington 98368 Reference: Chase Bank ATM Project - 419 Kearney Street Port Townsend, Washington 98368 Dear Mr. Flota, I have performed the structural engineering required on this project. Please accept this letter as yalidation that the Chase Bank canopy manufactured by Philadelphia Sign Company When installed on the proper concrete footings constructed in accordance with the Philadelphia'Sign Company “construction” drawing referenced as drawing sheet 12 of 14 and reinforced with (2) #5 (1/2” diameter) rebar mats constructed with rebar placed 12” on center and installed in the pad footings in accordance with the drawings will provide sufficient strength to ensure this construction project meets or exceeds current Port Townsend, Washington and 2006 International Building Codes. If I can be of further service please feel free to contact me directly with any questions or concerns... : Sincerely, Robert-James & Associates, Inc. Jeffrey L. Griffin, P.E. License Number 33467 [erin “Teel | p.2 PERMIT# DUD lo- 132 CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG DATERECEIVED @-JO-1O SCOPE OF WORK: KePloce (Canop’ And arm aT choise Bank ,_ DATE ACTION INITIALS ©- 2O-(0 | ENTERED INTO CHET —— CHECKED FOR COMPLETENESS (-30-1I10 | Busi Ness WiCense 2PPoet coe. at a BLY/10 Plow re eu) complete CNnceuste jpeen ux, rear tor col| i Fon. Cvs spoke ‘toath an taday ial prouid ¢ Spc u| In spe Re pact +p/ 4090 ps concuf tes a J 4 Zoning: C Th dk CGhs ae at Ukibw Vom RUD 7/2 Te Setbacks OK? EA oe Ay (f d Lot Size: eke NO Wie Perris oe ee St Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? Development Services nae Madison Street, Suite 3” ~ Port Townsend: WA 98368 - Phone: 360-379-5095... Fax: 360-344-4619 www.cityofpt.us Commercial Building Permit Application Project Address & Zoning District: Legal Description (or Tax #): Office Use Only Addition: ZaicRoAn (4. Keacews C+ Permit 114 Ke Bue t Block:__ Sw beTS : ol eZy Parcel # hey } YD3u0 \ Lot(s):_1 Toiy + Vac. AccEYy Associated Permit Project Description: ay aaa Replacement Onde REPAEM EN T ot ONE HES a2 Daw up ATM >» Applications accepted by mail must include a check for initial plan review fee of $150 > See the “Commercial Building Permit Application Checklist” for details on plan submittal requirements. Name ote MoCGON, (WISE Address: 4-0 . BOX. 141 9 City/svzip: Wet Chi FAS TX Phone:__ 166377- ING Email: Sup ~ CONT ICLCTB IC None eorpeeemeaes web eC Address: S043-‘7150 -0075 City/St/Zip: Phone: Email: Contractor: | Namen CIMEVTRTON, SUT OMS SEQU Address: (lo! S. Ofacdia Ave. City/SUZip: Fp UCseTDKL , (pf 9263] Phone: 1 (4-— 736 - AGBS a Email: State License #: Exp: City Business License #: —S 31 | Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: KLo ALE Project Valuation: $ | i CED 1* floor Restrooms: 2” floor Deck(s): 3" floor. Storage: Basement: Is it finished? Yes No ; Other: a NewO Addition ~—Remodel/Repair 0 ci ta oF ic% Building Information (square feet): Construction Type: Occupancy Rating: Change of Use 0 ilding Footprint): \ (fe ‘Total Lot faeeoTTY |= Square feet Impervious Surfac se: J) | “RTA Square feet: | hereby certify that the information provided is correct, that } am either r the owner oF lauthérized to and that all activities associated with this permit will be in accordance w with State \WeesiTee Print Name: ESSE t on behalf of the owner Townsend Municipal Code. Signature: < Joos Date: bi» 40 - ID COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels on-Residential Energy Code forms: xt Lighting Xt Mechanical xt Envelope Commercial building permit application. Mh Three (3) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: O Title Page/Cover Sheet: a Ao O N = O ee an e ke E Te e TA t 2. 3. 4. 5. Project identification Project address, legal description, location map, tax parcel number(s) All design professionals identified including addresses and phone numbers Name, address, and phone number of person responsible for project coordination Design criteria, including occupancy group, construction type, allowed floor area vs. proposed, occupant loads, height and number of stories, deferred submittals, etc. Designate compliance with all applicable codes site plan showing: Legal description and parcel number (or tax number), Property lines and dimensions Setbacks from front, sides and rear in accordance with a pinned boundary line survey On-site parking and driveway with dimensions Street names and any easements or vacations Location and diameter of existing trees Utility lines If applicable, existing or proposed septic system location Delineated critical areas boundaries and buffers Eoundation plan: Footings and foundation walls Post and beam sizes and spans Floor joist size and layout Holdowns Foundation venting Floor plan: — OO N A A A W N Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing 7. Wall section: . Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation O Exterior elevations with existing slope of the land in relation to all proposed structures 0D If architecturally designed, one set of plans must have an original signature O If engineered, one set of plans must have one original signature O For new dwelling construction, Street & Utility or Minor Improvement application Parcel Details Page 1 of 2 “Home = County Info Departments Search | Parcel Number: 991403601 | SEARCH Parcel Number: 991403601°™" Printer Friendly Owner Mailing Address: JPMORGAN CHASE BANK NATL ASSOC C/O INDUSTRY CONSULTING PO BOX 1919 WICHITA FALLS TX760371919 Site Address: 419 KEARNEY ST PORT TOWNSEND 98368 Section: 11 School District: Port Townsend (50) Qtr Section: NW1/4 Fire Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: RAILROAD ADDITION Assessor's Land Use Code: 6100 - BANKS Property Description: AD ADDITION | BLK 36 LO Click on photo for larger image. [x] No 2nd Photo Availabie No Permit Data ae eee ee lel sal Sales into Map Parcel Plats & Surveys Available fom, Jefferson County HOME | COUNTY INFO | DEPARTMENTS | SEARCH =f Best viewed with Microsoft Internet Explorer 6.0 or later & Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?7PARCEL_NO=991403601 6/30/2010 Vu OU LULU Lie itt FL OO? JHE WBOKSG-2B18 12:31P FROM:CITY | = IRT TOKNSEN 3603444619 , ix, . CITY OF PORT TO TOWNSEND Waterman & Katz Building - Streat, Suita 101 Port Townaond, WA 983668: « gag hres me = eee APPLICATION » OFFICIA abet 32 ONLY - Business Name —e TOTAL AMT. PAID § _ « —— “DATE PAID __ Zoning Dealgnetion/.ege! Deecription (required) : ‘semua ara oe {Give parcel na. other intoemnation te witincwn APPROVALS: Malling Address : ing to Awe. #.CD. Bus, Phone CM) FSS ASS. Bus. Fax (pth) “SSE — VIS Describe wratyardr'Ae cont Fol CAS &. Bry 1 |Opening date of business by - Baseof operations: Port Towneand:, within: City limits? “WS | Yes. GF No Are you operating out ofa residence? [1 Yas: tes. Ownearehip: 0) Comorstion Cy Lie, Linbiity Company Oust Type of Businese: (1 Retsil =) Whatoeala PEpenscan Federal LD. Na. ts Sa H440 S54 WA State: UBI No. TITER BELOW NAMES OF OWNETS; PARTNERS, OR CORPORATE ORPICERS - Attach adttitonal page if nzocandry am, WES ed Phone(y 13% 1935 Buslnoas equtare footage: Nk Did you purchase an axlating bueinesa? aves no This business was formerly operated by: OC ' ticensa Fee |¢ 25.00 Whooe present addvess.fe*__. | orhorFeea [3.00 record: Did you take over: D Entrebusiness ‘£1 Portlan thoreof Coto cameron ahi? : = . Late Fee. $ Date of Takeover: (enerevorsaakia) | PLEASE READ INSTRUCTIONS AND COMPLETE ADDITIONAL | TOTALAMOUNTDUE js $28.00 INFORMATION OM REVERSE SIDE ma) ee ae, Pagres: ta: mca ean osname agen fs Ofer aOR ENE NESE 6 of Oumor or Representative: RETUAN COMPLETED. APPICATION FORM: TO: ABOVE ADDRESS WITH A CHECK ago PAYABLE TO THE CITY OF PORT TOWNSEND. Contractors or Tradespeople ~ siDy ail Washington State Department of iJ Labor & Industries Contractors or Tradespeople Detail Return to List > Start a New Search > I Printer friendly Verify Workers' Comp Premium Status Page | of 2 Check for Dept. of Revenue Account About General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Name Phone No. Address Suite/Apt. City State Zip County Business Type Parent Company Business and Licensing Information IMPLEMENTATION SOLTN SVCS INC (714) 738-7935 1101 So Acacia Ave Fullerton CA 92831 Out Of State Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 Ay 602314007 Ry) Active IMPLESS917LD Re) Construction Contractor 6/4/2009 6/4/2011 ey) i General i Unused {S|} Business Owner Information fi Hide All Name Role Effective Date Expiration Date WENYON, ARNOLD President 06/04/2009 il Bond Information eS Bond Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Name Number Date Date Date Date Amount Date American Until nti ] Contractors Indem 100085626 05/19/2009 $12,000.00 06/01/2009 co Cancelled =) Assignment of Savings Information RE] No records found for the previous 6 year period https://fortress.wa.gov/Ini/bbip/Result.aspx 8/12/2010 Receipt Number: BLD10-132 991403601 Plan Review Fee $163.31 $163.31 $0.00 BLD10-132 991403601 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-132 991403601 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-132 991403601 Technology Fee for Building Permit $5.03 $5.03 $0.00 BLD10-132 991403601 Building Permit Fee $251.25 $251.25 $0.00 BLD10-132 991403601 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $384.09 10-0553 06/30/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-132 CHECK 16944 $ 384.09 Total: $384.09 genpmtrreceipts Page 1 of 1 Receipt Number’ SSS BLD10-132 991403601 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 CHECK 16698 $ 50.00 genpmtrreceipts ; Page 1 of 1 WO R K SI T E AD R E S S : PO R T TO W N S E N D 41 9 KE A R N E Y ST R E E T PO R T TO W N S E N D , WA 98 3 6 8 NO T I C E : Pl a n s ar e ap p r o v e d ex c e p t i n g an y er r o r s or om i s s i o n s . Al l wo r k mu s t pa s s in s p e c t i o n in co n f o r m a n c e wi t h al l ap p l i c a b l e co d e s an d re g u l a t i o n s . oo n KD A Pe r m i t Bu i l d i n g CI T Y OF PO R T TO W N S E N D CH A S E & AU T U M A T I C TE L L E R MA C H I N E IN S T A L L A T I O N CO N T A C T : TO M BE L L Im p l e m e n t a t i o n So l u t i o n s Se r v i c e s In c . 11 0 1 S, Ac a c i a Av e , Fu l l e r t o n , CA 93 2 8 3 1 71 4 , . 7 3 8 , 7 9 3 5 Ex t : 20 5 Pa r c e l Nu m b e r : 99 1 4 0 5 6 0 1 05 / 1 4 / 2 0 0 7 Ow n e r Ma i l i n g Ad d r e s s : WA S H I N G TO N MU T U A L BA N K C/ O TH O M S O N PR O F E S S I O N A L & RE G U L A T O R Y , IN DE P T 30 4 PO BO X 49 0 0 SC O T T S D A L E AZ 85 2 6 1 4 9 0 0 Si t e Ad d r e s s : 41 9 KE A R N E Y ST PO R T TO W N S E N D 98 3 6 6 Se c t i o n : Qt r Se c t i o n : To w n s h i p : Ra n g e : Al a n n i n g ar e a : 11 NW 1 / 4 30 N iw Sc h o o ! Di s t r i c t : Fi r e Di s t : Ta x St a t u s : Ta x Co d e : Po r t To w n s e n d (1 ) Po r t To w n s e n d (5 0 ) Po r t To w n s e n d (8 ) Ta x a b l e 10 0 Su b Di v i s i o n : La n d Us e Co d e : RA I L R O A D AD D I T I O N 61 0 0 -B A N K S FI E L D WO R K : 1, RE P L A C E M E N T OF ON E PR E - F A B R I C A T E D DR I V E - U P AT M N O T E S : OC C U P A N C Y TY P E : B WY - Ni c GA a R C i A — 22 1 - 7 7 1 DR A W I N G IN D E X PA G E 1 CO V E R PA G E PA G E 2 EX I S T I N G SI T E PL A N PA G E 3 PR O P O S E D SI T E PL A N PA G E 4 EL E V A T I O N S Pr o p e r t y De s c r i p t i o n : RA I L R O A D AD D I T I O N | BL K 36 LO T S 17 0 14 & VA C . AL L E Y | | | 53 ~ ? a S: \ A n d r e ' s Do c u m e n t s \ 2 0 1 0 BA N K SI T E S \ C H A S E \ P o r t To w n s e n d - W A - 9 8 3 6 8 - W A 2 7 5 2 \ P O R T TO W N S E N D - W A - . d w g , 5/ 1 1 / 2 0 1 0 1: 5 5 : 1 8 PM , Ad o b e PD F VI C I N I T Y MA P PR O P O S E D DR I V E — U P AT M LO C A T I O N S: \ A n d r e ' s Do c u m e n t s \ 2 0 1 0 BA N K SI T E S \ C H A S E \ P o r t To w n s e n d - W A - 9 8 3 6 8 - W A 2 7 5 2 \ P O R T TO W N S E N D - W A - . d w g , 5/ 1 1 / 2 0 1 0 3: 0 2 : 1 0 PM , Ad o b e PD F EX I S T I N G SI T E PL A N SC A L E : 1" = 40 ' - 0 " PA G E 2 R1 DA T E - 0 5 / 1 1 / 1 0 PO R T TO W N S E N D 41 9 KE A R N E Y ST R E E T PO R T TO W N S E N D , WA 98 3 6 8 Im p l e m e n t a t i o n So l u t i o n Se r v i c e s In c 11 0 1 S. Ac a c i a av e 8 Fu l l e r t o n , CA 92 8 3 5 71 4 . 7 3 8 . 7 9 3 5 NE W HE A D A C H E BA R NE W LI G H T PO L E NE W AT M WI T H VE CA N O P Y PR O P O S E D SI T E PL A N _| * &- @ / 1 1 7 1 im p l e m e n t a t i o n So l u t i o n Se r v i c e s In c 0 ; I . "O n ! i PO R T TO W N S E N D 1S S i 11 0 1 S. Ac a c i a av e SC A L E : 11 = 20 - 0 41 9 KE A R N E Y ST R E E T 4 a PA G E 3 PO R T TO W N S E N D , WA 98 3 6 8 S: \ A n d r e ' s Do c u m e n t s \ 2 0 1 0 BA N K SI T E S \ C H A S E \ P o r t To w n s e n d - W A - 9 8 3 6 8 - W A 2 7 5 2 \ P O R T TO W N S E N D - W A - . d w g , 5/ 1 1 / 2 0 1 0 3: 0 2 : 2 7 PM , Ad o b e PD F ‘ CH A S E PH O T O : EX I S T I N G EL E V A T I O N S: \ A n d r e ' s Do c u m e n t s \ 2 0 1 0 BA N K SI T E S \ C H A S E \ P o r t To w n s e n d - W A - 9 8 3 6 8 - W A 2 7 5 2 \ P O R T TO W N S E N D - W A - . d w g , 5/ 1 1 / 2 0 1 0 3: 3 9 : 1 0 PM , Ad o b e PD F RE N D E R I N G : PR O P O S E D EL E V A T I O N EL E V A T I O N S JR 1 DA T E - 0 5 / 1 1 / 1 0 PA G E 4 PO R T TO W N S E N D 41 9 KE A R N E Y ST R E E T PO R T TO W N S E N D , WA 98 3 6 8 Im p l e m e n t a t i o n So l u t i o n Se r v i c e s In c 11 0 1 S. Ac a c i a av e i Fu l l e r t o n , CA 92 8 3 5 71 4 . 7 3 8 . 7 9 3 5 4-08-10 Philadelphia Sign Company Sht. 1 of 6 File: PhiladelphiaSgn214a.mcd Site: | Chase Bank Terminal ID: WA2752 419 Kearney Street Port Townsend, Washington 98368 Project: 9'-8 1/4" tall x 12'-10" wide x 5'-11 3/4" deep ATM canopy mounted to existing spread footing by others. Drawing No. B-37537A sheets 1 thru 14 of 14 and B-37537C sheets 1 thru 3 of 3. Design loads are based on the Washington State Building Code ( 2006 IBC ) using Exposure C and 110 mph winds. Design Wind Speed : ( mph. ) V:= 110.0 Importance Factor: [:= 1.00 Based on Category II, Non-Hurricane Prone Regions with V > 100 mph. Velocity Pressure Coefficent at a Height of Less Than 15', ExposureC: Kz:= 0.85 Topographic Factor: Kzt:= 1.00 Based on 6.5.7.2 Wind Directionality Factor: | Kd:= 0.95 Based on Table 6-4 Velocity Pressure: (PSF) = qz:= 0.00256-Kz-Kzt-Kd-V~-I qz = 25.013 Force Coefficent: Cf:= 1.80 Based on Figure 6-20 Gust Effect Factor: G:= 0.85 Taken from 6.5.8.1 for Rigid Structures Design Pressure: (PSF) F:=qzCf-G F=38.27 Use: WL:= 38.3 Design Snow Load: (PSF) SL:= 20.0 Based on Ground Snow Loads a} Reference: Manual of Steel Construction, AISC 13th Edition. e& ‘ Tube: ASTM A-500Gr.B Fy =46.0 ksi. ; Fb = 30.36 ksi.; Fv = 18.40 ksi. Plate: ASTMA-36 Fy=36.0ksi.; Fb =23.76 ksi. Anchor Bolts: ASTM F-1554 Gr. 36 Fu=58.0ksi.; Ft=19.14ksi.; Fv = 14.40 ksi. Mounting Bolts: ASTM A-325 Fu=133.0ksi.; Ft=44.00ksi.; Fv =21.00ksi. ( Threads included in shear plane. ) Reference: 2008 Aluminum Design Manual, The Aluminum Association . seen Plate: 5052-H34 Temperand Alloy Fy=26.0ksi.; Fb=19.50 ksi. ueff L. Griffin, PE Tube: 6061-T6 Temper and Alloy Fy=27.0ksi.; Fb=14.67ksi.; Fv=12.00 ksif 30] E ast 80th Reference: | American Concrete Institute, Code 318.05 Tul Sd OK 74] 36 j Existing Concrete: 3,000 psi. compressive strength. ‘ License # 534.- Design Loads at EL. 9.02': (Canopy mounting connection. ) Wind Load : 8 Shear: (lbs.) = ShrWL:= (3) 28-1] ShrWL = 327.593 Moment : ( ft.Ibs. ) MtWL := swrwi-( 2S) MtWL = 109.744 4-08-10 Philadelphia Sign Company Offset Dead Load : Shear: (Ibs.) ShrDL := (4.15-12.83-4.5) | ShrDL = 239.6 Moment : ( ft-lbs. ) MtDL := swt |( 35) + osn| MtDL = 717.603 Offset Snow Load : Shear: (Ibs.) ShrSL:= (4.15-12.83-SL) ShrSL = 1064.89 Moment: ( ft-lbs.) = MtSL:= swsi{{“2*) + 0s2| MSL = 3189.346 Combined Shear : Summation : ( ft.lbs.) | ShrEL997 := ShrWL + ShrDL + ShrSL ShrEL992 = 1632.083 Design of Canopy Support Tubes at EL. 9.02': Section Modulus of Tube - X Axis: (in.3) 4"x2"x 1/8" wall - TubeSMXAxis:= 1.41 MtDL + MtSL Moment per Tube - X Axis: (ft.lbs.) MtTubeyaxis = a MtTubexaxis = 976.737 Bending Stress - X Axis: (psi. ) TPubexaxis 1? 8312.656 ending Stress - is: (psi. oS: eet — ; foxaxis TubeSMXAxis fbxaxis Section Modulus of Tube - Y Axis: (in3) 4"x2"x 1/8" wall - TubeSMYAxis:= 0.95 MtWL Moment per Tube - Y Axis: ( ft-lbs.) = MtTubeyaxis ‘= MtTubeyaxis = 27.436 MtTubeyaxis: 12 Bending Stress - Y Axis: (psi. ) w= fbyaxis = TbeSMY Axis fipyaxis = 346.559 Area of Tube: (in.2) 4"x2"x 1/8" wall - TubeArea:= 1.40 ShrEL992 Shear per Tube: ( lbs.) | ShrTube := — ShrTube = 408.021 Shear Stress: (psi.) fy:= —SetTUbe ¢ < 991.443 TubeArea ‘5 fovaxi f, Unity Check - Combined: — UCComb ‘= Toxaxis + yas | Y uCcomp = 0.615 < 1.00 14670 14670 12000 Design of Canopy Mounting Bolts at EL. 9.02' : Mounting Bolt Diameter: (in.) | MntBltDia:= 0.375 Number of Mounting Bolts in Tension : NoTen := 4 Front to Back Distance Between Mounting Bolts : (in. ) LvrArm := 16.0 (MtDL + MtSL)-12 NoTen-LvrArm Tension Load per Mounting Bolt: (lbs.) | TenMntBit := TenMntBit = 732.55 Sht. 2 of 6 OK 4-08-10 Philadelphia Sign Company Sht. 3 of 6 2 -MntBitDi Stress Area: (in.2) MntBitArea := ~-—~———-_— MntBitArea = 0.11 ( Based on nominal diameter per AISC 4-3 ) 4 Allowable Tension: (Ibs.) | AllwTen:= 44000-MntBlitArea AllwTen = 4860 TenMntBit Unity Check - Mounting Bolt Tension: © UCMntTen:= ————— UCMntTen = 0.151 < 1.00 OK AllwTen Number of Mounting Bolts in Shear : NoShr := 8 ShrEL992 Shear Load per Mounting Bolt : (Ibs. ) ShrMntBit := ea ShrMntBit = 204.01 oShr Allowable Shear : (Ibs. ) AllwShr := 21000-MntBitArea AllwShr = 2319 Unity Check - Mounting Bolt Shear : UCMnhtShr := ShrMntBit UCMnhtShr = 0.088 < 1.00 OK AllwShr Unity Check - Combined: = UCComb := UCMntTen + UCMntShr = UCcomb = 0.239 < 1.00 OK Design of Aluminum Canopy Mounting Plate at EL. 9.02' : Plate Thickness: (in.) PltThk := 0.375 Plate Width: (in.) PltWdth:= 8.0 Side to Side Distance Between Mounting Bolts: (in.) BltSprd := 5.0 PitWdth — BitSprd Plate Specimen: (in.) PLS:= PLS = 1.5 Number of Mounting Bolts in Tension per Plate: NoTenPlt := 2 TenMntBit-NoTenPlt-PLS-6 (PltWdth- 19500) Minimum Thickness Required: (in.) ReqdThk:= | ReqdThk = 0.291 ReqdThk Unity Check : UCCnpyPItThk := UCCnpyPltThk = 0.775 <_ 1.00 OK Canopy Mounting Plate Thickness PitThk Design of Steel Column Top Plate at EL. 9.02' : Plate Thickness: (in.) PltThk := 0.25 Plate Width: (in.) PltWdth:= 7.0 Plate Specimen: (in.) PLS:= BitSprd ~ [3.0 + (2:0.25)] PLS = 0.75 2 TenMntBit-NoTenPit-PLS-6 (PltWdth-27000) Minimum Thickness Required: (in.) ReqdThk:= | ReqdThk = 0.187 ReqdThk Unity Check : UCColmnPItThk := UCColmnPItThk = 0.747 < 1.00 OK Column Top Plate Thickness Design Loads at Top of Footing : Wind Load : . 8 0.67 Canopy: Cnpy:= it -12.83-WL}- a + 8.83 Cnpy = 3002.387 __ ft-lbs. Cladded Poles: — CldPoles := (gs3-103ewiy (2) CldPoles = 15498.424 _ ft-lbs. 4-08-10 Philadelphia Sign Company Moment : (ft.lbs.) © MtWL:= Cnpy + CldPoles MtWL = 18500.811 Shear: (Ibs.) = ShrWL := [(S) 2200 + (8.83-10.38'WL) | ShrWL = 3837.994 Offset Dead Load : Shear: (Ibs.) | ShrDL := (4.15-12.83-6.5) | ShrDL = 346.089 Summation : (ft.lbs.) | MtDL:= swt |( 435) + 133 MtDL = 1351.479 Offset Snow Load : Shear: (Ibs.) | ShrSL:= (4.15-12.83-SL) ShrSL = 1064.89 Moment : (fi.lbs.) = MtSL:= swst{{*2) + 183 MtSL = 4158.395 Combined Moment : Summation : (ft.lbs.) © MtTOF := MtWL + MtDL + MtSL MtTOF = 24010.685 Combined Shear : Summation: (ft.lbs..) | ShrTOF := ShrWL + ShrDL + ShrSL ShrTOF = 5248.974 Design of Supports : Tube Supports: TS 3"x3"x 3/16"wall - Area: (in?) A:= 1.89 Moment of Inertia: (in.4) MI:= 2.46 Moment per Support : ( ft.lbs. ) MtSprt := eer MtSprt = 12005.342 Distance from Outer Edge of Tubes to Centroid : (in. ) X= 7 x= 1.5 Out to Out of Tubes : (in. ) Frm := 17.0 ( Based on smaller frame. ) Extreme Fibre to Neutral Axis of Frame: (in.) c:= = c= 8.5 Distance Between Neutral Axis of Frame to Centroid of Tube : (in. ) d:=c-x d=7 Combined Moment of Inertia : ( in.4 ) Icomb := | Mi + (4-47)] Icomb = 190.14 _ (MtSprt-12)-Frm Bending Stress : (psi. ) fb: fb = 12880.456 Icomb Shear per Support: (lbs.) — ShrSprt := Balok ShrSprt = 2624.487 Shear Stress: (psi.) fv:= SSP fy = 1388.617 Unity Check - Combined: = UCcomb := £ + _.. UCcomb = 0.5 < 30360 18400 1.00 Sht. 4 of 6 OK 4-08-10 Philadelphia Sign Company Design of Anchor Bolts : Anchor Bolt Diameter: (in.) | AnchBitDia:= 0.625 Number of Anchor Bolts in Tension per Plate: | NoTen:= 2 Front to Back Distance Between Anchor Bolts: (in.) = LvrArm:= 17.25 ( Based on smaller support. ) MtSprt: 12 —$———-___ TenAncBIit = 4175.77 NoTen-LvrArm Tension Load per Anchor Bolt: (lbs.) | TenAncBit := 2 -AnchBItDi Stress Area: (in.2) AnchBitArea = TABchBItDia_—AnchBitArea = 0.307 (Based on nominal diameter per AISC 4-3 ) a Allowable Tension: (Ibs.) | AllwTen:= 19140-AnchBltArea AllwTen = 5872 TenAncBit aad Unity Check - Anchor Bolt Tension : UCABTen := UCABTen = 0.711 1.00 AllwTen Number of Anchor Bolts in Shear: NoShr := 4 Shear Load per Anchor Bolt : (Ibs. ) ShrAncBit := Shrspas ShrAncBit = 656.12 NoShr Allowable Shear: (Ibs.) | AllwShr := 14400-AnchBltArea = AllwShr = 4418 Unity Check - Anchor Bolt Shear : UCABShr := — UCABShr =0.149 < 1.00 AllwShr Unity Check - Combined : UCcomb := UCABTen + UCABShr UCcomb = 0.86 < 1.00 Allowable Bond Stress : (Ibs./ in.? ) U:= i : ele U = 210.325 2/ \ AnchBitDia Developement Length: (in.) Ld:= __endncBlt _ Ld = 10.111 U-n-AnchBitDia Embedment Length : (in. ) AncBitEmb := 30-3 AncBltEmb = 27 ( 30" length minus 3" of thread projection. ) Unity Check - Anchor Bolt Embedment: | UCABEmb:= oo UCABEmb = 0.374. < 1.00 AncBItEmb Use: Four(4) 5/8" Dia. x 30" LG. anchor bolts with 3" top thread and 1" bottom thread. Design of Larger Base Plate : Plate Thickness: (in.) PltThk := 0.625 Plate Width: (in.) PltWdth:= 12.0 Side to Side Distance Between Anchor Bolts: (in.) — BltSprd := 9.0 BlitSprd — 5.25 Plate Specimen: (in.) PLS:= PLS = 1.875 TenAncBit-NoTen-PLS-6 (PltWdth-23760) Minimum Thickness Required: (in.) ReqdThk := | ReqdThk = 0.574 ReqdThk Unity Check : UCBasePItThk := UCBasePItThk = 0.918 < _ 1.00 Base Plate Thickness Sht. 5 of 6 OK OK OK OK OK 4-08-10 Philadelphia Sign Company Use: 5/8" thick x 12" x 22" base plate with four (4 ) 3/4" diameter holes on 9" x 19" bolt pattern. Design of Smaller Base Plate : Plate Thickness: (in.) PltThk := 0.625 Plate Width: (in.) PltWdth:= 7.0 Side to Side Distance Between Anchor Bolts : (in. ) BitSprd := 5.0 BitSprd — 3.0 Plate Specimen: (in.) PLS:= PLS = 1 Minimum Thickness Required : (in.) ReqdThk:= || LetAncBltNoTenPES ©) ReqdThk = 0.549 (PltWdth-23760) ReqdThk Unity Check : UCBasePItThk := Beagihk UCBasePItThk = 0.878 < 1.00 Base Plate Thickness PitThk Use: 5/8" thick x 7" x 21" base plate with four ( 4 ) 3/4" diameter holes on 5" x 17-1/4" bolt pattern. Sht. 6 of 6 OK 4-08-10 Philadelphia Sign Company Sht. 1 of 4 File: PhiladelphiaSgn214b.mcd Site: | Chase Bank Terminal ID: WA2752 419 Kearney Street Port Townsend, Washington 98368 Project: 10'-0" maximun clearance headache bar for ATM kiosk mounted to existing footing. Drawing No. B-37537B sheets 1 thru 4 of 4. Design loads are based on the Washington State Building Code ( 2006 IBC ) using Exposure C and 110 mph winds. Design Wind Speed : ( mph. ) V:= 110.0 Importance Factor: [:= 1.00 Based on Category II, Non-Hurricane Prone Regions with V > 100 mph. Velocity Pressure Coefficent at a Height of Less Than 15', ExposureC: Kz:= 0.85 Topographic Factor: Kzt:= 1.00 Based on 6.5.7.2 Wind Directionality Factor: Kd:= 0.95 Based on Table 6-4 Velocity Pressure: (PSF) = qz:= 0.00256-Kz-Kzt-Kd-V™I qz = 25.013 Force Coefficent: Cf:= 1.80 Based on Figure 6-20 Gust Effect Factor: G:= 0.85 Taken from 6.5.8.1 for Rigid Structures Design Pressure : ( PSF ) F:= qzCf-G F=38.27 Use: WL:= 38.3 Design Snow Load: (PSF) SL:= 20.0 Based on Ground Snow Loads Reference: Manual of Steel Construction, AISC 13th Edition. Tube: ASTM A-500Gr.B Fy = 46.0 ksi. ; Fb = 30.36 ksi.; Fv =18.40 ksi. Plate: ASTM A-36 Fy=36.0ksi.; Fb =23.76 ksi. Reference: 2005 Hilti North American Product Technical Guide KB3 2005 PTG Supplement - Rev.2: | Kwik Bolt 3 Expansion Anchors seff L. Griffin, PE vm 10.0! : 430] East Oth ibs) Tulsa, OK 74136 license # 3.<.. Shear: (Ibs.) ShrWL:= [475-5 ) wn ShrWL = 90.962 Moment : (ft.lbs.) = MtWL:= swrwi-(“Z5) MtWL = 216.036 Dead Load : Shear: (Ibs.) = ShrDL := (4.75-11.97) ShrDL = 56.858 4. Moment : (ft.lbs.) | MtDL:= swo1-(“Z) MtDL = 135.037 Snow Load : Shear: (Ibs.) ShrSL:= [45( su ShrSL = 31.667 4-08-10 Philadelphia Sign Company 4.75 Moment : (ft.lbs.) = MtSL := swst( #25) MtSL = 75.208 Combined Moment : Summation : (ftlbs.) —MtComb != Jl oi + MtWL)? + (MtSL + MtwL,? | Mtcomb = 456.153 Combined Shear : Summation : (ft.lbs..) = Shrcomp := ShrWL + ShrDL + ShrSL Shrcomb = 179.487 Design of Clearance Arm : Section Modulus of Tube: (in3) TS 6"x4"x 3/16" wall - TubeSM:= 4.38 (y-y axis) M +12 Bending Stress: (psi.) fj, := a*comb fi) = 1249.733 TubeSM Area of Tube: (in.2) TS6"x4"x 3/16"wall - | TubeArea:= 3.28 Shr Bending Stress: (psi.) f= eg fy = 54.722 TubeArea : , fy fy Unity Check - Combined: = UCcomb := ——— + UCcomh = 0.044 < 1.00 30360 18400 Comb Design Loads at Base Plate : Wind Load : Am: Arm:= [+rs(-5) we} (25) + o1| Arm = 909.625 _ ft-lbs. Pole: Pole:= [os )-we}( 222) Pole = 910.223 _ ft-lbs. Moment : ( ft.lbs. ) MtWL := Arm + Pole MtWL = 1819.848 Shear: (lbs.) = ShrWL := [4s($) we + os ©) wn ShrWL = 277.675 Offset Wind Load : Shear: (lbs.) | ShrOSWL := 4.755). ShrOSWL = 90.962 Summation : (ft.lbs.) © MtOSWL := strosw. (#25) MtOSWL = 216.036 Offset Dead Load : Shear: (Ibs.) | ShrOSDL := (4.75-11.97) ShrOSDL = 56.858 Moment : (ft.lbs.) | MtOSDL := strosw. (#25) MtOSDL = 216.036 Offset Snow Load : Shear: (Ibs.) | ShrOSSL := [4754s ShrOSSL = 31.667 Sht. 2 of 4 OK 4-08-10 Philadelphia Sign Company 4.75 Moment : ( ft.Ibs. ) MtOSSL := swrosst-( +75) MtOSSL = 75.208 Combined Moment : Summation : (ft.lbs.) Mtcomb := MtWL + MtOSDL + MtOSSL = Mtcomb = 2111.093 Combined Shear : Summation: (Ibs.) Shrcompb := ShrWL + ShrOSWL + ShrOSDL + ShrOSSL = Shrcomb = 457.162 Design of Pole : Tube: TS 6"x 4" x 3/16" wall - Width: (in.) Wdth:= 6 Depth: (in.) Dpth:= 4 Wall Thickness: (in.) wt:= 0.1875 Area: (in?) A:= 3.52 Section Modulus : (in.3 ) SM := 4.66 Torsional Stiffness Constant : (in. ) J:= 19.5 M +12 Bending Stress: (psi.) fy := MA Comb'** fy, = 5783.816 TubeSM Wath i th ' Tube Diagonal : (in. ) cis (=) - e-ws) + (7) - e-ws) + (2-wt) c = 3.462 ) Shr, Shear Stress: (psi.) fy:= om fy = 129.875 A Torsional Stress : ( psi. ) ft := ee ft = 460.292 J Combined Shear Stress: (psi.) — fvyComb ‘= || (fv + ft)” ~ | fvComb = 748.443 fv Unity Check - Combined: — UCComb := * Comb UCComb = 0.231 < 1.00 — + 30360 18400 Design of Hilti Anchors : Based on allowable load data from 4.3.7.3 for the Hilti Carbon Steel Kwik Bolt 3 Diameter of Anchor: 5/8" Embedment Depth: 5-1/2" Compressive Strength of Concrete: 2,000 psi. Allowable Tension Load of Anchor : (Ibs. ) AllwTenCapacity := 3285 Allowable Shear Load of Anchor: (Ibs.) | AllwShrCapacity := 4885 Load Adjustment Factor: LoadAdjstmntFactor := 0.62 Based on 5/8" Dia. Anchor on 4-1/2" Centers with 5-1/2" Embedment Depth : Sht. 3 of 4 OK 4-08-10 Philadelphia Sign Company Number of Hilti Anchors in Tension: NoTen:= 3 Front to Back Spacing Between Hilti Anchors : (in. ) LvrArm := 8.0 i “Iti - Mtcomb!2 _. Tension Load per Hilti Anchor: (Ibs.) | TenHiltiAnch:= —————————___ TenHiltiAnch = 1055.546 (NoTen-LvrArm) Unity Check - Hilti Adhesive Anchor Tension : UCHiltiTen := — UCHiltiTen = 0.518 < 1.00 AllwTenCapacity-LoadAdjstmntFactor Number of Hilti Anchors in Shear : NoShr := 6 vr sae ShrComb a4, Shear Load per Hilti Anchor: (Ibs.) | ShrHiltiAnch:= ———— _ ShrHiltiAnch = 76.19 NoShr Unity Check - Hilti Adhesive Anchor Shear UCHiltiShr := se UCHiltiShr = 0.025 < 1.00 AllwShrCapacity:LoadAdjstmntFactor Unity Check : UCComb := UCHiltiTen + UCHiltiShr UCcomb = 0.543 < 1.00 Combined Design of Base Plate : Plate Thickness: (in.) PlateThk:= 0.50 Plate Width: (in.) PLW:= 12.0 Side to Side of Outer Mounting Bolts: (in.) BltSprd := 9.0 J (ivrarm? + Bitspra) — J(6.07 + 4.07) 2 Plate Specimen: (in.) PLS:= PLS = 2.415 | ReqdThk = 0.401 TenHiltiAnch:- NoTen:PLS-6 (PLW-23760) Minimum Thickness Required: (in.) ReqdThk:= | ReqdThk PlateThk Unity Check : UCPItThk := UCPItThk = 0.802 < 1.00 Sht. 4 of 4 OK OK OK OK CONSTRUCTION 0.2" BAe: DRAWING Philadelphia Sign c oO M PA N Y 12” x 12” x %” Steel Base Plate. Paint Chase Blue Satin . r] . Finish A] 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 ee eee E-mail: mail@philadelphiasign.com 5' - 1 1 3/ 4 " Hy e " 4” x 6” x 3/16” Steel Support Tube & CUSTOMER: Header Tube. Miter Ea. i , Smooth Al Comers. CHASE &) Paint Chase Blue Wa JOB NUMBER: Satin Finish. Tew Drive Up Canopy WA 2752 5” x ¥2” Black Rubber TL ® 12" REVISIONS: Bumper. Bolt Attach 1/8” Thk Steel End Cap TOP VIEW To Header. SCALE: 3/8” = 1'-0” Date: Description: By: Nw aa’ EQ + EQ mid 05-08-08 Added Base Plate Note__JMG_ ~S Moved Base Plate Bolts As = 05-16-08 _ Instructed JMG ; 05-19-08 Added Footing Details _ JMG _ i : | | ~———- (6) 3/4” Dia. Holes For er o —— oO“ i 5/8” Hilti Anchors Or HEIGHT DIMENSIONS ASSUMED WITH 6” CURB HEIGHT. g ; Anchor Bolts \ nN —ftor-4--O 4 aon Se cle - a he{—_—— 12” x 12” x 1/2” Steel Base Plate. wa) 2 tna Size Shown Is An Example. Za 5-0 4 Te pm mete Final Sizing To Be By A Licensed SaaS TSE: — Copy & Safety Pattern aa : : : Structural Engineer, To Meet Or Construction a __— ; To Be 3M Scotchlite a g ‘ ' Exceed All Applicable Local, State - ere et © White 560-100 ] - BASE PLATE DETAIL And National Codes. Paint Finish SIGN TYPE: é es) ry SCALE: 1-1/2" = 1.0" Chase Metallic Blue, Gloss Finish. Headache Bar k Q ial ~ oe Paint Bolt Heads To Match. For Existing Curbs, Surface Mount — LOCATION: —— 5” x 4%” Black Rubber With (6) 5/8” Dia Hilti Bolts As Required. | 419 Kearney Street / Bumper. Bolt Attach For New Construction, Secure With Port Townsend, WA To Header. (4) 5/8” Dia Steel Anchor Bolts I 4” x 6" x 3/16" Steel Set A Minimum Of 24” Into 04 05-10 | | Support Tube & Header Concrete Foundation. oa i Tube. Miter Cut Weld & . . . Final Size And Depth To Be Sized By oO : z Grind Smooth At Corners — 2 XG? % ane mee Licensed Structural Engineer. eee a QYoy , Weelets Support Tube & Header JMG o = — faint Chase Blue Satin Tube. Miter Cut Weld & ; wo 9? intsn. Grind Smooth At Corners. ff [ is iff PE z Ss : > Paint Chase Blue Satin Je '. [ N, neg 4 if 12” x 12” x %" Steel Base Finish. 430] East 80th : Plate. Paint Chase Blue DWG NUMBER: | Satin Finish B-37537B 12” x 12” x %” Steel Base Tulsa OK /4| 36 pee ae nese ae of ¢/ qa THIS IS AN ORIGINAL UNPUBLISHED aaa i awe Satin Finish = aly License # DRAWING CREATED BY P.S.C.0. IT ann A Aur [excin @: _I SSOL9 IS SUBMITTED FOR YOUR PERSONAL _| | © 2 4 USE IN CONJUNCTION WITH A PROJECT ee : 3 : : BEING PLANN R 90.0, Note: This sign is intended to be installed in accordance with the requirements of IT ps - TICE SIDE VIEW FRONT VIEW Article 600 of the National Electrical Code and/or other applicable local codes. OUTSIDE YOUR ORGANIZATION NOR : ” 4ne ; > 49” This includes proper grounding and bonding of the sign. IS IT TO BE USED, COPIED, REPRODUCED, SCALE: 3/8" = 1°-0 SCALE: 3/8 ast OR EXHIBITED IN ANY FASHION. CONSTRUCTION DRAWING — Bevel & Weld Seam Continuous All Around. Follow With 1/4” Steel 16-5/8” — A y 6" Plates Welded On Both Sides As Shown 1/4” Thk Steel Plates Welded a CLEARANCE 9°-3" LLL L LL LLL LL LZLZLZLZ. Hey | Over 45° Seam In Tubes On Both Sides 4” x 6” x 3/16” Steel Support Tube & Header Tube. Miter Cut Weld & Grind Smooth At Corners. Paint Chase Blue Satin Finish. (2) 1/4” Drain Holes On Underside Of 4” x 6” Tube. DETAIL OF COPY SCALE: 3/4” = 1’-0” 1/ 2 " 1/8” Thk Steel End Cap. Grind End Cap Welds Smooth Copy & Safety Pattern To Be 3M Scotchlite White 580-10 3/8” x 8” Stainless St'l Carriage Bolts Philadelphia Sign cont pePeeAN Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com 4” x 6” x 3/16" Steel Header Tube. —— Paint Chase Blue Satin Finish. 5” x %” Black Rubber Bumper. Bolt Attach To Bottom Of Header. SHIH MIVLILD N rt 4” x 6” x 3/16” Steel Support Tube. ————>} Paint Chase Blue Satin Finish. \; SECTION THROUGH HEADER SCALE: 3” = 1’-0” ¥L>5 SS seff L. Griffin, PE 4301 East 80th Tulsa, OK 74136 CUSTOMER: CHASE ¢ SS JOB NUMBER: WA 2752 REVISIONS: Date: Description: By: 05-08-08 Added Base Plate Note __JMG_ Moved Base Plate Bolts As 05-16-08 __ Instructed JMG 05-19-08 Added Footing Details JMG DRAWING TYPE: Construction SIGN TYPE: Headache Bar LOCATION: 419 Kearney Street Port Townsend, WA DATE: 04-05-10 DRAWN BY: JMG SHEET: 20f 4 DWG NUMBER: B-37537B license # = SRR RRR THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.0. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. (6) 3/4” Dia Holes; Use (4) Corner Holes For Attachment To 5/8” x 30” Anchor Bolts In Footing \ Use Center Holes On Sides \ For Surface Mt. Application | (Total Of (6) Anchors) 12” x 12” x 1/2” Steel Universal Base Plate Welded To Steel Upright; Paint Finish Metallic Blue, Gloss Finish. (Base Plate Can Be Used For Either Surface Mount or Footing Application) Curb Line 42" ke 2” + f— 2” + 20” Diameter Footing Of 4000psi a Concrete, 6” Below Frost Line For ae —_— Installation Area; With Minimum iY S\ Depth Of 36”! ff IN 7 # \ pe \ a 7 i / L Ba 7 | / N / an | | ! > 3 mee N - ---4---- - ™ | T ' 1 ! \ ' x \ a rr rs Oe | \ ——— © - \ | x \ \ \ X\ “XN * My oO ~ ~ T “— ies a | N L al \L Hold Edge Of Footing 2” From Front Edge Of | Curb Line t— 4” x 6” Steel FOOTING PLAN VIEW Aon Abowe SCALE: 3” = 170” ee 12” X 12” X 1/2” Universal Base Plate Welded To Steel Upright 2" Minimum FOOTING MOUNTING TO USE (4) HOLES IN UNIVERSAL BASE PLATE — Headache Bar 20” Diameter Footing Of 4000psi Concrete Philadelphia Sign cown”yvnreA N Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com CUSTOMER: CHASE &} JOB NUMBER: WA 2752 (4) 5/8” x 30” Anchor Bolts w/ 6” Thread And 3” Hook (See Detail For Pattern) Hooks To Turn 6” Below Area Frost Line With 36” Minimum Depth Inward REVISIONS: Date: Description: By: DRAWING TYPE: Construction Sample SIGN TYPE: Headache Bar LOCATION: 419 Kearney Street Port Townsend, WA DATE: 04-05-10 veff L. Griffin, PE 4301 East 80th Tulsa, OK 74136 LICENSE # s3<05 20” 4 Diameter FOOTING DETAIL SIDE VIEW Scale: 1-1/2” = 1° 0" DRAWN BY: JMG SHEET: 3 of 4 DWG NUMBER: B-37537B THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.O. IT \S SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. 12" | a 7 - 2” 4 rH 7 = J = / -G- ‘ / . ; / fi A - “a — @ fe) ' | N 4 x rr ‘ @ © te Tr = | ‘ \L Curb Line t— 4” x 6” Steel SURFACE MOUNT Arm Above PLAN VIEW SCALE: 3” = 1’ 0” =e (6) 3/4” Dia Holes; Use (4) Corner Holes For Attachment To 5/8” x 30” Anchor Bolts In Footing \ Use Center Holes On Sides \ For Surface Mt. Application ; (Total Of (6) Anchors) $ 12” x 12” x 1/2” Steel Universal Base Plate Welded To Steel Upright: Paint Finish Metallic Blue, Gloss Finish. (Base Plate Can Be Used For Either Surface Mount or Footing Application) Curb Line Hold Edge Of Footing 2” From Front Edge Of 12” X 12” X 1/2” Universal Base Plate Welded Surface Mount To Use All (6) Holes In Universal Base Plate | _———— Headache Bar - =a — (6) Hilti Kwik Bolt 3 KB3 i ; 4 i | i | To Steel Upright Lj i | | } i i 1 | 5/8” x 6” Carbon Steel Long Thread Expansion Anchors; Anchor Length 6” With An Embedment Depth Of 4” (— Curb Line |_ ___———_ 400Opsi Footing Below Pad Special Tnspection seff L. Griffin, PE 4301 East 80%h Tulsa, OK 74136 License # 354.5 SURFACE MOUNT DETAIL SIDE VIEW Scale: 1-1/2” = 1’ 0” we exrin®s “U/Po/p Philadelphia Sign 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com CUSTOMER: CHASE & JOB NUMBER: WA 2752 REVISIONS: Date: Description: By: DRAWING TYPE: Construction SIGN TYPE: Headache Bar LOCATION: 419 Kearney Street Port Townsend, WA DATE: 04-05-10 DRAWN BY: JMG SHEET: 4 of 4 DWG NUMBER: B-37537B THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.0. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. CON DRAW CHASE DRIVE-UP CANOPY W/ UNIVERSAL PAD PLAN NCR 6638 ATM STRUCTION NG 12'-10* 5' - l l 3/ 4 ° oe 2 { -5 2 TOP VIEW O w @) ’ CH A S E at ) oi e g c 4 © @> =i 17 a " “I SCALE:1/4"=1'-O" m 9) EQ 3 Bye" FT SID @tE = 3'-@ 1/2° | FS-Canopy-B-s 2 SCALE:1/4*=1'-O° (4) 1/8” Aluminum Routed Sign Face For Left Side Column ; Paint Nickel MP - 18101 (2) Thermoformed 6046 Blue Acrylic Octagon Face (3) .090" Aluminum Returns Painted Nickel MP - 18101 (4) 1/8” Aluminum Cladding - Paint Blue MP - 00366 (5) Canopy Perimeter Frame Constructed Of 2” x 8” x 1/8” Rectangular Aluminum Tube Welded Into One Unit - Front Edge Mitered To 47 Degree Angle ; Paint Entire Canopy Blue MP - 00366 (6) Recessed Down Light To Be Rudd # RCO -12 100 Metal Halide 120 Volt W/ flush Lens (7) 1/8” Aluminum Cladding Attached To Canopy Underside Framing - No Exposed Fasteners ; Paint Blue MP - 00366 (8) Roof Drain With Screen (9) 3/8” Aluminum Plate Octagon Painted White - Pin Mount 1/8” Off Aluminum Cladding Letters To Be 3/4” Thick Clear Acrylic push Thru With 3632 - 20 Matte White Vinyl First Surface & 3635 - 70 Diffuser Second Surface 1/8” Aluminum Cladding ; paint Nickel MP - 18104 1/8” Aluminum One Piece Roof Pan Fully Welded At Corners And Penetrations To Eliminate Water Leaks - Slope As shown; Paint Blue MP - 00366 Enclosure For Camera - Model Determined & Supplied By Bank veff L. Griffin, PE 430] East 80th ~ Tulsa, OK 74136 Philadelphia Sign 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com CUSTOMER: CHASE & JOB NUMBER: WA 2752 REVISIONS: i I' - 7 3/ 8 " Ke V4 " a License # 55... DRAWING TYPE: Construction SIGN TYPE: Small D/U ATM Canopy Universal Pad Plan ELECTRICAL LOAD LOCATION: WA2752 419 Kearney Street Port Townsend, WA (5.92) Amps @ 120 Volts ELECTRICAL REQ'MTS (1) 20 Amp/120 Volt Circuits EQ ech 3/8" y 2'-1D 3/4" | RIGHT SI @ DE SCALE:1/4"=1'-O° CONTENTS OF THIS DRAWING TO INCLUDE GENERAL REQUIREMENTS * Complete Construction Plans. IBC - 106.1, 106.2 * The Owner Shall Designate A Registered Design Professional As The Responsible Design Professional In Charge. IBC - 106.3.4 BUILDING ELEMENTS ¢ Structural Frame. IBC - 601, Tables 601, 602 DESIGN LOADS (CHAPTER 16) * Roof Live Loads IBC - 1603.3, 1607 ¢ Roof Snow Loads IBC -1608 ¢ Ground Snow Load IBC -1608 ¢ Wind Loads IBC - 1603.1.4, 1609 * Main Force Wind Pressures IBC - 1603.1.4, 1609 * Seismic Design Category IBC - 1603.1.5, 1613 -1623 DATE: 04-05-10 DRAWN BY: JMG SHEET: 1 of 14 DWG NUMBER: B-37537A (HWL) THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.O. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. . BACK SIDE 9° 1/ 4 " 3' - 4 1/ 8 " 3' - 7 1/ 8 " Se oN 2' - 6 " LEFT SIDE COLUMN SCALE: 1” = 1’-0” 3/8” Thk x 7” x 21” Steel Match Plate. Full Weld Around Columns 1” x 1” x 1/8” x 3” Long Steel Angle Clips Welded To Column @ 3 Places On Front Side. 4” x 4” x 3/16” Square Steel Columns Welded To Match Plate & Base Plate 1” x 1” x 1/8” x 3” Long Steel Angle Clips Welded To Column @ 3 Places On Back Side. 3” x 3” Steel Tube Spreader Welded To Columns 3/4” Thk x 12” x 22” Steel Base Plate Steel Base Plate. Weld Continuous Under Both Steel Support Columns. Double Nut Attach To Anchor Bolts. Finish Grout As Shown 4” x 4” Columns / MATCH PLATE DETAIL SCALE: 1-1/2” = 1’-0” 22” EQ-+ 15” Nt 4.4/2" t— w—— 4” x 4” Columns BASE PLATE DETAIL SCALE: 1-1/2” = 1'-0" CONSTRUCTION DRAWING 3/8” Thk x 7” x 21” Steel Match Plate a 9/16” Holes For 1%” Hardware 3” @ Wire Hole veff L. Griffin, PE 4301 East 80th Tulsa, OK 74136 License # 5,40, 1-1/2” \ ag ———_ 3/4” Thk x 12” x 22” Steel Match Plate a 7/8” Holes For 3/4” Anchor Bolts 4” @ Wire Hole Philadelphia Sign 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com CUSTOMER: CHASE & JOB NUMBER: WA 2752 REVISIONS: DRAWING TYPE: Construction SIGN TYPE: Small D/U ATM Canopy Universal pad Plan LOCATION: WA2752 419 Kearney Street Port Townsend, WA DATE: 04-05-10 DRAWN BY: JMG SHEET: 2 of 14 DWG NUMBER: B-37537A (HWL) THIS 1S AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.O. IT \S SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. Photocell At Top Of Column CONSTRUCTION cat andns— \ Dace Sch Top Of Column : DRAWING 11/2" 4" + | fo 4" fy 11/2" ; . , Jd Philadelphia Sign ( = c o™mMPAN Y | O O OOO 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 3/8” Thk x 7” x 21” Em i pia past oe es ‘-mail: mail iladelphiasign.com Steel Match Plate BACK SIDE CUSTOMER: | CHASE &) ~ 1” x 1” x 1/8” x 3” Long Si : JOB NUMBER: Steel Angle Clips Welded og ae To Column @ 3 Places 4’ x 4” Columns | \ WA 2752 On Front Side. — aie Precoat .050” White Aluminum REVISIONS: ight Baffles . 9 LEFT SIDE COLUMN Precoat Removable Panel Push Thru Chase Copy — ee oo Sloan “Great White” LED Fe ban . & Formed Logo ° Lighting 4” x 4” x 3/16” Square Steel = Columns Welded To Match x Plate & Base Plate WIRING DIAGRAM oO ag ae CANOPY Pp ——~_| Green White Black = | -——_ 1” x 1" x 1/8” x 3” ree a Long Steel Angle Clips | S Gok HHeota | Welded To Column @ 3 PERMLIGHT Places On Back Side. @-6 250-DC DRAWING TYPE: °@e POWER Construction ° i " SUPPLY NL ° (0) SIGN TYPE: 52# Wind Load SWISS Small D/U ATM Canopy/ Univ Pad Plan Po NCR Light Fixture Attached Between Switch Shuts Power To \ peepee tt) ———————— Columns (See Detail) Locate All Components . | Aye YO YE) \ ; LOCATION: WA2752 In Upper Portion Behind Routed Terminal Block Terminal Block 419 Kearney Street Copy Area Phot Celli Convots A Mounting Screw Mounting Screw Port Townsend, WA PERT | LED Lighting(Copy On DATE: POWER L.H. Column Cover & 04-05-10 A SUPPLY Roof Logo. PN FOR LEDS DRAW RY: 3” x 3” Steel Tube Spreader a ae (2) Downlight Fixtures JMG ES ~ 3 1.1 Amps Each s 7 * Total 2.2 Amps @ 120v Circuit #1 Circuit #2 Circuit #3 SHEET: Black From LED Panel From Roof Logo From Roof Logo 3 0f 14 | _ Black (1) LED Power Supply On Left Column OnTop Of Canopy On Top Of Canopy 3/4” Thk x 12” x 22” Steel Ride | leno LED Mgnting DWG NUMBER: Match Plate eft Canopy Support) - Seon c 3.0 Amps Each Jeff [ Griffin PF B-37537A (HWL) aoe 7 NOt S28 maps ke 120¥ , THIS IS AN ORIGINAL UNPUBLISHED 3 2 8 4 30] East 8 Oth ELECTRICAL LOAD DRAWING CREATED BY P.S.C.O. IT a =| 5 ' (5.2) Amps @ 120 Volts IS SUBMITTED FOR YOUR PERSONAL ELECTRICAL REQ'MTS USE IN CONJUNCTION WITH A PROJECT Tulsa OK ] 4 | 3 b . (1) 20 Amp/120 Volt Circuits | BEING PLANNED FOR YOU BY P.S.C.O. INCOMING j Note: This sign is intended to be installed in accordance IT IS NOT TO BE SHOWN TO ANYONE ELECTRICAL POWER with the requirements of Article 600 of the National OUTSIDE YOUR ORGANIZATION NOR LEFT SIDE COLUMN / icanca # 33 Etectical Cote anor other epplcalie toceFcodes: TW] (S(T 70 BE USED, COPED, REPRODLICED, LiLo 4c) proper's $ 3 ei OR EXHIBITED IN ANY FASHION. 9' - 0 1/ 4 " 30 " 41 5/ 8 " ~ ee — | 19 3/4” RIGHT SIDE COLUMN SCALE: 1” = 1’ 0” 7” x 31-1/2” x 3/8” Steel Match Plate Full Weld Around Columns (2) 4” x 4” x 3/16” Steel Columns Welded To Match Plate & Base Plate p34 41/2" —_____7 CONSTRUCTION DRAWING Back Side Philadelphia Sign co nun PAN Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com 2 1/ 2 " 1 1/2" 4 4 19 3/4" | 4” ” 2 1/4” nn € —__ XN MATCH PLATE DETAIL SCALE: 1” = 1’ 0” (2) 4” x 4” x 3/16” / Steel Columns 1-1/2” x 1-1/2” x 1/8” x 3” Long steel Clips Welded To Column - (3) Places On Each Side 3” x 3” Steel Tube Spreader 7/8” Dia Holes Welded To Columns For 3/4” Dia 4 Anchor Bolts ek 7" - 7 € aH : p 9 (4) 9/16” Dia Holes For 1/2” Dia Hardware CUSTOMER: CHASE «) JOB NUMBER: WA 2752 3” Dia Wire Hole seff L. Griffin, PE 4301 East 801 Tulsa, OK 74136 license #_ss«.. i EXPIF, A) REVISIONS: MN ‘yee _| DRAWING TYPE: Construction SIGN TYPE: Small D/U ATM Canopy Universal pad Plan Back Side ra bee Py: (2) 4" x 4" a 12 ” Steel Columns 4” i 4” Dia Wire Hole | BASE PLATE DETAIL SCALE: 1” = 1’ 0” 12” x 33” x 3/4” Thk Steel Base Plate Welded To Columns Steel Base Plate. Weld Continuous Under Both Steel Support Columns. Double Nut Attach To Anchor Bolts. Finish Grout As Shown pp a4 ‘ LOCATION: WA2752 419 Kearney Street Port Townsend, WA DATE: 04-05-10 DRAWN BY: JMG SHEET: 4 of 14 DWG NUMBER: B-37537A (HWL) THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.0. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. Roof Pan Sloped To Drain 2” X 4” X 1/8” Wall Aluminum Tube Cross Member Fully Welded To 2” x 8” Aluminum Perimeter Frame Aluminum Bolt Alignment / Pin Welded To 3/8” Plate In Canopy - Use For Alignment Of Canopy To Column During Installation RIGHT COLUMN MOUNTING DETAIL SCALE: 3” = 1’ 0” 1/8” Steel Plate W/ 1/2” Hex Steel Nuts Welded In Place - Attach Plate With Epoxy & (2) Flat HD. Machine Bolts 2” x 8” Perimeter wa Aluminum Tube Frame At Canopy oe 3/8" Thick Aluminum Plate - Bevel Edges & Fully Weld To 2” x 4” Aluminum Cross Framing And 2” x 8” Perimeter Tube. 3/8” Steel Match Plate Welded To 4” x 4” x 3/16” Wall Steel Column 1/2” Plated Steel Hardware Attachment Columns - Canopy 4” x 4” x 3/16” Wall Steel Columns CONSTRUCTION DRAWING veff L. Griffin, PE 4301 East 80th Tulsa, OK 74136 License # 5. .., Philadelphia Sign 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com CUSTOMER: CHASE & JOB NUMBER: WA 2752 REVISIONS: ) fexPin®s _ 7/7eofy, j DRAWING TYPE: Construction SIGN TYPE: Small D/U ATM Canopy Universal pad Plan LOCATION: WA2752 419 Kearney Street Port Townsend, WA DATE: 04-05-10 DRAWN BY: JMG SHEET: 5 of 14 DWG NUMBER: B-37537A (HWL) THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.0. IT \S SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT 1S NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. y~ Roof Pan Sloped / To Drain 1/8” Steel Plate W/ 1/2” Hex Steel Nuts Welded In Place - Attach Plate With Epoxy & (2) Flat HD. Machine Bolts / Slope fk} --------~-----~---~-~-~~~-~Z_________- 2” x 6” x 1/8” Wall Aluminum Tube Cross Members Fully Welded To 2” x 8” Aluminum Perimeter Frame 2” x 6” x 1/8” Wall Aluminum Tube Cross Member Fully Welded To 2” x 8” Aluminum Perimeter Frame Aluminum Bolt Alignment Pin Welded To 3/8” Plate In Canopy - Use For Alignment Of Canopy To Column During Installation LEFT COLUMN MOUNTING DETAIL SCALE: 3” = 1’ 0” 3/8” Thick Aluminum Plate - Bevel Edges & Fully Weld To 2” x 6” Aluminum Cross Framing And 2” x 8” Perimeter Tube. 3/8” Steel Match Plate Welded To 4” x 4” x 3/16” Wall Support Columns ~— 4"x 4” x 3/16" Wall Steel Columns \ CONSTRUCTION DRAWING yeff L. Griffin, PE 4301 East 80th Tulsa, OK 74136 license #300. |e = = Philadelphia Sign 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com CUSTOMER: CHASE & JOB NUMBER: WA 2752 REVISIONS: Seg * LOX of? , Jab Cg oe * bes i» DRAWING TYPE: Construction SIGN TYPE: Small D/U ATM Canopy Universal pad Plan LOCATION: WA27S2 419 Kearney Street Port Townsend, WA DATE: 04-05-10 DRAWN BY: JMG SHEET: 6 of 14 DWG NUMBER: B-37537A (HWL) THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.0. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. 4- 3 / 4 " 8' 10 " VA By 25, LEFT SIDE COLUMN chad Weld 1” x 1” Alum. Angles Along Open End Set Down 1/8” From Edge For Attachment Of Back Panel Octagon To Be Thermo Formed 6046 Blue Acrylic Attached To 3/4” Clear Push Thru 1/8” Aluminum Back Panel. Place Slight ———_,| Pre-Roll Top To Bottom. Attach With Counter-Sunk Screws. 1/8” Aluminum Panel Routed & Bent As Shown. Paint PMS300 Semi Gloss Blue. 3/4” Clear Acrylic To Push Thru %”. 1st Surface Decorated w/3M 3630-20 White. 2nd Surface Decorated w/3M Diffuser 3635-70. Letter Returns To Remain Mill Acrylic Finish. LEFT SIDE COLUMN CLAD BACK PANEL Steel Support Columns => Weld Angle Clips Two Places On Front & Back Side Of Steel Columns NY > IN CONSTRUCTION DRAWING | —— Stud Weld Fabricated Alum. Angle Clips In Position Inside Column Cover On 8” Side. Locate Directly Over Top Of Steel Angle Clips On Column & Tek Screw To Steel Clips. Place At (3) Places Front & (3) Places Back COLUMN CLAD ATTACHMENT seff L. Griffin, PE 4301 East 80th Tulsa, OK 74136 License # 54.5 Philadelphia Sign conv P A WN Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com CUSTOMER: CHASE &) JOB NUMBER: WA 2752 | ExPIR®) DRAWING TYPE: Construction SIGN TYPE: Small D/U ATM Canopy Universal pad Plan LOCATION: WA2752 419 Kearney Street Port Townsend, WA DATE: 04-05-10 DRAWN BY: JMG SHEET: 7 of 14 DWG NUMBER: B-37537A (HWL) THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.0. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. 8' 10 " 1’ 7- 3 / 8 ” 54.374 ” RIGHT SIDE COLUMN CLAD —_ es oo — —_—_ Weld 1” x 1” Alum. Angles Along Open End Set Down 1/8” From Edge For Attachment Of Back Panel | ————_ 3/8” Alum. Plate Routed Logo Painted White. Attach To Clad With 1/4” Studs. Space Off Panel 1/8” |_ ———_ This Face To Interior Of Canopy 1/8” Aluminum Panel Routed & Bent As Shown. Paint PMS 300 Semi - Gloss Blue Ne Weld Alum..Angles In Place To Land On Steel Angle Clips On Columns For Clad Attachment. a This Face To Exterior Of Canopy ee 1/8” Aluminum Back Panel. Place Slight Pre-Roll Top To Bottom. Attach With Counter-Sunk Screws. Paint PMS 300 Semi - Gloss Blue 34. 72 ” RIGHT SIDE COLUMN ee BACK PANEL y— 17 - 3 9 8 " —f - 7- 1 " 8' 10 " CONSTRUCTION DRAWING geff L. Griffin, PE 4301 East 80th Tulsa, OK 74136 License # 554.5 Philadelphia Sign co NM P A N Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com CUSTOMER: CHASE & JOB NUMBER: WA 2752 REVISIONS: a, a E OLE ee GS = B, ra. 5 7d ly DRAWING TYPE: Construction SIGN TYPE: Small D/U ATM Canopy Universal pad Plan LOCATION: WaA27S2 419 Kearney Street Port Townsend, WA DATE: 04-05-10 DRAWN BY: JMG SHEET: 8 of 14 DWG NUMBER: B-37537A (HWL) THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.0. IT |S SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. 5' - 2 3/ 4 " po 7- 1 0 " 1- 1 0 " yo ———— 2'-5 1/2" 12'-10" CONSTRUCTION DRAWING 4'-6 1/4" 4'-6 1/4" | 8” | —_——_ 3/8” Thk Aluminum Plate Welded To 2” x 6” Rectangular Cross Tubes 3/8” Thk Aluminum Plate Welded ———__| To 2” x 8” Perimeter Tubes & To 2” x 4” Rectangular Cross Tube 34 " Ky y 1” x 2” x 1/8” Thk. Rectangular Alum. Roof Panel Supports Welded To Frame 2” x 6” x 1/8” Thk. Rectangular Alum. Tube Welded To 3/8” Plate & Perimeter Frame 2” x 4” x 1/8” Rectangular Alum. Tube Welded To Perimeter Frame CANOPY FRAME DETAIL (UNDERSIDE) SCALE: 1” = 1’-0” 1-1/2” x 1-1/2” x 1/8” Aluminum Angle Welded Into Perimeter Frame 2” x 4” x 1/8” Rectangular Alum. Tube Welded To Perimeter Frame & To 3/8” Aluminum Plate. ¥ L. Griffin, PE 4301 East 80th Tulsa, OK 74136 license # szs.5 2” x 8” x 1/8” Rectangular Alum. Tube Perimeter Frame Welded Into One Unit Philadelphia Sign co nt P A N Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com CUSTOMER: CHASE & ~~ JOB NUMBER: WA 2752 REVISIONS: i Gay * ; By: Zo OE SAGN GN EXPIR®@ 7/2? DRAWING TYPE: Construction SIGN TYPE: Small D/U ATM Canopy Universal pad Plan LOCATION: WA2752 419 Kearney Street Port Townsend, WA DATE: 04-05-10 DRAWN BY: JMG SHEET: 9 of 14 DWG NUMBER: B-37537A (HWL) THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.O. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS 1T TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. ' ' 1 2” x 6” Rectangular Aluminum —— Tube Welded To 3/8” Plate & Perimeter Frame 2” x 8” Rectangular Aluminum Tube Perimeter Frame Welded Into One Unit 1/8” Alum. Fabricated Roof Pan. Break Form & Weld Into Perimeter Frame. No Holes Allowed In Roof 2” x 3” Rectangular Aluminum Tube Welded To Perimeter Frame & To 3/8” Aluminum Plate. CONSTRUCTION DRAWING rH —_ — _ — _ — = x 4 | | i] 2- 1 / 2 " p25, 1/2" 1/8” Alum. Fabricated Roof Pan. Break Form & Weld Into Perimeter Frame. No Holes Allowed In Roof Fully Weld 1-1/2” Dia. Round Pipe —— To Roof. Logo To Have 2” Round Pipe To Sleeve Over 1-1/2” Pipe. Pin Bolts w/Rubber Washers ‘\ 4'-6 1/4" 3/8” Thk Aluminum Plate Welded To Tube Frame SECTION THRU CANOPY SCALE: 1” = 1-0” ROOF PANEL NOT TO SCALE IMPORTANT Fully Weld All (4) Corners On Pan Interior Ts 1/8” Aluminum Roof Panel. No Exposed Fasteners. Tack Weld In Underside Panel Before Attaching Top Roof Panel. 430] Easi 80ih veff L. Griffin, PE Tulsa, OK 74136 License # 5, ,., Roof Drainage To Comply With Chapter 11 Of The 2000 UPC Hole For Downspout Fill In Corners w/Full Weld & Grind Smooth Side Bends Taper From 1” At One End To 2-1/2” At Other End Philadelphia Sign 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com CUSTOMER: CHASE ¢) JOB NUMBER: WA 2752 ] EXPIR® ii la, | DRAWING TYPE: Construction SIGN TYPE: Small D/U ATM Canopy Universal pad Plan LOCATION: WA2752 419 Kearney Street Port Townsend, WA DATE: 04-05-10 DRAWN BY: JMG SHEET: 10 of 14 DWG NUMBER: B-37537A (HWL) THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.0. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. Ie CONSTRUCTION DRAWING 1" ) 12'-5 3/4" 1/8” Alum. Fabricated Roof Pan. Break Form Pan Shape & Weld All Corners. 1-1/2” Return Flange All Around. 1-1/2” Return Flange All Around ROOF PANEL NOT TO SCALE ROOF PAN LONGITUDINAL SECTION SCALE: 1” = 1-0” ta 2- 1 / 2 ” Philadelphia Sign 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com CUSTOMER: CHASE « JOB NUMBER: WA 2752 4'-10 5/8" ROOF PAN TRANSVERSE SECTION SCALE: 1” = 1’-0” Roof Drainage To Comply With Chapter 11 Of The 2000 UPC N == — 1 N veff L. Griffin, PE 4301 East 80th Tulsa, OK 74136 License # 53... _ REVISIONS, DRAWING TYPE: Construction SIGN TYPE: Small D/U ATM Canopy Universal pad Plan LOCATION: WA275S2 419 Kearney Street Port Townsend, WA DATE: 04-05-10 DRAWN BY: JMG SHEET: 11 of 14 DWG NUMBER: B-37537A (HWL) THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.O. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.0. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. 26'-6 " f- = 2'-9" g'-2" 2'-3 1/2" ter 9'-8 ¥," ” 2-1" 4 | Center Line Of Posts ya 4'-2 " 5'-0 " y # 4" | 8'-8 yy" 1' f- 1.7 ly oe Base Plate To Base Plate . ATM Stub-Up Box x 2 9” + 4" { So . im 4 ( _O ri ~ Oe ‘ ' ag a ers = : r ‘a! ae er ' Steel Base Plate -43——+_4 Qui |} v Pint fr | |} ——_——— _ rg § iO} I | ree - : > ia iets ; | <+—= OY nj +, | +| 1 |EB: ee ae ‘Olf ele] | N i i I — Eee (nana an aa : | ~ [ot oF aa } 1 RI n ‘ oat | <b ial : 2 <e ST a <j L = Q JO Le ! wt} po ‘ x ‘ 2'4 | "'- \ 2 a F ! WF] ps5" 7 la Headache Bar Light Pole ; rot! Lt: I i wt 1 "4! B'-4 172 4 va) ca} —<— VARIES |_| SMALL CANOPY PAD PLAN WITH NCR 6638 ATM SCALE: 3/8” = 1’-0” 26'-6 " -— 2'.9" —— 4'-2" f 7'-9 1/2" 4 { 653/16" — ft 2’ 4-1/16"4— 2'-1" _| — | _ - _ _ Headache Bar la Light Pole Steel Base Plate \ ' ' 1 ‘ |} pn #6 29 " SMALL CANOPY PAD ELEVATION WITH NCR 6638 ATM SCALE: 3/8” = 1’-0” \ ATM Stub-Up Box Rigid Metal Conduit Feed Below Grade At Minimum Cover Per Nec Table 300-5 CONSTRUCTION DRAWING Bollard Installed Only If There Is A Rear Drive Thru Philadelphia Sign co nw PAN Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com Column Cover NCR 6638 ATM Machine Steel Canopy Columns Concrete Pad & Footing 3” Deep Block Out Area For CUSTOMER: CHASE &) JOB NUMBER: WA 2752 Base Plate Installation. Top Of Canopy geff L. Griffin, PE 430] East 80% Tulsa, OK 74136 NCR License # asec. Steel Canopy Columns REVISIONS: DRAWING TYPE: Construction Bollard SIGN TYPE: Small D/U ATM Canopy Universal pad Plan LOCATION: WA27S2 419 Kearney Street Port Townsend, WA 3/4” Anchor Bolts DATE: 04-05-10 Concrete Pad & Footing Re-Bar Cage DRAWN BY: JMG SHEET: 12 of 14 DWG NUMBER: B-37537A (HWL) GENERAL ISLAND PAD CONSTRUCTION NOTES: *All Final Sizing Of Base Plate Anchor Bolts, Anchor Bolt Pattern, Concrete, Etc. To Be By A Licensed Structural Engineer To Meet Or Exceed All Applicable Local, State, & National Codes. *All Existing Condition, Dimensions, Slopes, And New Dimension To Be Verified On Site By Contractor Prior To Start Construction. *Electrical Components To Be Listed And Installed In Accordance *All Signage Will Be UL2161 Compliant And Carry UL Labels. With The National Electric Codes (NEC) All Wiring Shall Be 12 GA THHN. GENERAL SIGNAGE NOTES: ‘All Paint To Be Two Part Poly-Urethane By Matthews, Glass Finish. ‘All Film To Be 3M Unless Otherwise Stated. “All Steel Components To Be Primed With Zinc (Devcon-z Or Approved Equal) +All Structural Components To Be Sized By A Licensed Structural Engineer To Meet Or Exceed All Local, State & National Codes. *All Electrical Work To Meet Or Exceed U.L. Requirements. “All Exposed Fasteners To Be Painted To Match Cabinet. Inhibitor SECURITY DATA: Alarm & Video Cables To Be Routed Up The Column Into Canopy Lid. One 12 Conductor -Stranded- 22 Gauge Alarm Wire Pulled With A 10ft Coil Whip On ATM End & Into The Branch To The Alarm Panel. Two Rg-59 Plenum Red Coaxial Video Cables Pulled (One With A 10ft Whip For ATM Transaction Camera And One With A 25ft Coil Whip For Canopy Camera) At The Branch End They Need To Be Pulled To The DVR. POWER REQUIREMENTS: (5) Circuits Required (1) 30 Amp Circuit To ATM (1) 20 Amp Circuit To Dog House Receptacle (1) 20 Amp Circuit To Dog House Surround (1) 20 Amp Circuit To Dog House Air Conditioner} (1) 20 Amp Circuit To Canopy THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.O. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. CONSTRUCTION DRAWING 12'-10" /——__2'-9. 1/2" 9'-8 7%" 4" Center Line Of Posts #EQ 9'-0 Y%" EQ? Column Cover To Column Cover i | tent A foestas a On - oe | Column Covers ee eee oe gsi : Ii ted | Steel Canopy Columns Suna —o eats SE ih du | | 7 Ii 8 sees pall || | self L. Gin, Pe <= ! ret | | | i p41 i O€ Je 5 [ In, SUES TE - hl | ‘| i! Ae fd fi Leste ae amet 4 NB 4301 East 80% HLL PLLLe LT yl aL. : ' 1! ; : 5 : a 1 i 4 - Le 4 ea Tt Tulsa, OK 74136 t a hd i 3 ;; io ial # ° oan License # 35... is apes Secpa bobs ot bk gy J 3” Deep Block Out Area For ; Base Plate Installation. oN / ~~ NCR 6638 ATM Machine & Dog House a Canopy Framework SMALL CANOPY W/ NCR 6638 ATM PLAN VIEW SCALE: 3/4’ = 1' 0” Philadelphia Sign con”n’tepeA N Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com CUSTOMER: CHASE & JOB NUMBER: WA 2752 ‘ PE eS ee EXPIA Llr2l. | DRAWING TYPE: Construction SIGN TYPE: Small D/U ATM Canopy Universal pad Plan LOCATION: WA2752 419 Kearney Street Port Townsend, WA DATE: 04-05-10 DRAWN BY: JMG SHEET: 13 of 14 DWG NUMBER: B-37537A (HWL) THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.0. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.O. IT 1S NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. CONSTRUCTION DRAWING 12'-10" a 2'-9 1/2" 9'-8 A" 4” Center Line Of Posts xEQ 9'-0 7%" EQYZ Steel Match Plate O Column Cover To Column Cover Steel Base Plate ~\ tS T a cece Tp PR Hl ae ; eee le r Column Covers = Lond . : u - 3 Tre P| ——————. Steel Canopy Columns oO 1S) wid | = ee _ 5 << 5 F 4 +> i) s rs} O i ‘ = : oc | {3 If eS ~§ PT fn. a8 y jai — 7 lo - 1a Steel Base Plate = ae 3” Deep Block Out Area For Base Plate Installation. Pe NCR 6638 ATM Machine Canopy Framework jeff L. Griffin, PE 4301 East 80th SMALL CANOPY W/ NCR 6638 ATM PLAN VIEW SCALE: 3/4’ = 1° 0” Tulsa, OK 74136 License # =; buy Philadelphia Sign conepeA N Y 707 West Spring Garden Street Palmyra, New Jersey 08065 Phone: 856 829 1460 Fax: 856 829 8549 E-mail: mail@philadelphiasign.com CUSTOMER: CHASE & JOB NUMBER: WA 2752 REVISIONS: DRAWING TYPE: Construction SIGN TYPE: Small D/U ATM Canopy Universal pad Plan LOCATION: WA2752 419 Kearney Street Port Townsend, WA DATE: 04-05-10 DRAWN BY: JMG SHEET: 14 of 14 DWG NUMBER: B-37537A (HWL) THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY P.S.C.O. IT IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT BEING PLANNED FOR YOU BY P.S.C.0. IT 1S NOT TO BE SHOWN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR 1S IT TO BE USED, COPIED, REPRODUCED, OR EXHIBITED IN ANY FASHION. 3'-10° NOTES: TT 125" ALUM. ROUTED SIGN FACE. FORM AS 7. 125" ALUM. WIRE CHASE FOR CONDUIT RUN. rN SHOUN. PAINT FINISH CHASE NICKEL GLOSS FORM AS SHOWN. MECHANICALLY FASTEN TO 7 FINISH. RIGHT SIDE OF TOPPER AS SHOWN. PAINT : IN 2. OCTAGON TO BE 3/4' CLEAR ACRYLIC. FINISH AT TOPPER CHASE NICKEL, GLOSS . . . 3'-10 ROUT BACK FROM FACE 5/8' TO LEAVE AND FINISH. ATM PAINT TO MATCH BODY coLor | Phil adelphi a Sign . - LOCATION OF CLOSED =— 1/8" CONTINUOUS SHOULDER. FACE TO BE FINISH WITH FINE STIPPLE FINISH. @ era ar ae GLOSS. RETURNS TO BE MILL FINISH. MECHANICALLY FASTEN TO TOPPER ONLY c oMmM PAN Y i = Drive THRU SECOND SURFACE DECORATE WITH 3M FILM WITH COUNTERSUNK FLATHEAD STAINLESS “ ® EXIT SIDE ALWAYS. “3630-121 BLUE. BACKED BY 3635-70 DIFFUSER STEEL SCREWS AS REQUIRED. PIANT HEADS 707 West Spring Garden Street a >= 3. LETTERS TO BE 3/4' CLEAR ACRYLIC omens eee est SPrng are . Sy, POCKET ROUTED LETTERS WITH MILL FINISH Palmyra, New Jersey 08065 - | - ; : RETURNS. ROUT BACK FROM FACE 5/8' TO 8. 125" ROUTED ALUMINUM ACCESS PANEL. . Q| : LEAVE A CONTINUOUS 1/8" SHOULDER AT FORM AS SHOUN. HINGE AT TOP. PAINT FINISH fF phone: 956 829 1460 yt in BACK OF LETTERS. FIRST SURFACE FILM CHASE NICKEL, GLOSS FINISH. SECURE WITH £8 a . P 3 DECORATE WITH 5630-20 WHITE. SECOND COUNTERSUNK FLATHEAD STAINLESS STEEL SURFACE DECORATE WITH 3M DIFFUSER FILM SCREWS. PAINT HEADS TO MATCH. - 4 "3635-10 WHITE. USE ARTWORK PROVIDED 9. OCTAGON TO BE 3M FILM *3630-127 © BY DESIGNER. INTENSE BLUE OVER 3M FILM*1128-I@ WHITE. CUSTOMER: a CC 4. 3/6" BLUE TRANSLUCENT ACRYLIC ACCENT USE ARTWORK PROVIDED BY DESIGNER. a : PANEL WITH 3/16" BLACK ACRYLIC RETURNS 1D. OCTAGON TO BE FIRST SURFACE APPLIED CHASE PANT BREAK : . ; CONTINUOUS AT PERIMETER FORM AS SHOUN. 3M FILM TO MATCH PMS *30@ BLUE. USE 4 \ 5. STAINLESS STEEL PIANO HINGE ARTWORK PROVIDED BY DESIGNER. \, CONTINUOUS AT TOP. I. CUT-OFF SWITCH AS REQUIRED TO MEET UL. joB NUMBER: (@) ro) 6. 125* ALUM. CLADDING. PAINT FINISH CHASE . NICKF| Gl OSS FINISH _ WA 2752 aati PERMITS [= UNIVERSAL TOPPER nase VIEW - TOPPER ONLY @loP VIEW SCALE: 3/4* =|'-' 1-3 3'-10" I'-9" Y . . EQ EQ 83/8" 63/8 . L Ae 62 pe WN * LOCATION: L wos < . 3 f # (A hy | | 419 Kearney Street ms ye wf Wy, Bat XY Ny . > @) Loo o 2) @ YON oy ® Port Townsend, WA 5 \ vo a \ Ss \ / . tf et : (rR ve : NAS (ft ; seff L. Griffin, PE Jot: “ . / a —__] re KON aA rida + a D ra / — So | o- _ \. a y * LJ i j 04-05-10 ANN = io, # \ = A) DRAWN BY: WOSS = , YOON a i —__» . a ak, JMG —I PN | N Tulsa, OK 74136 i ; PAINT BREAK —~(il) 5 4 REVISION: : aaa J d r) # Number: Date: By: ING © license # 5... iV, ear | ney SHEET: ENG DEPT | H DRIVE THRU ae mt le EXIT SIDE ALWAYS. 1 of 3 Pa i SET | a CO DWG NUMBER: - @ SPE VIEW B37537C SCALE: 3/4° =I'-2" ENGINEER GENERAL NOTES: CHASE ATM SIGNATURE SIGNS MATERIAL SPECIFICATIONS: PAINT: - ALL PAINTS TO BE TWO-PART POLY -URETHANE - CHASE METALLIC BLUE - MATTHEWS MP-49353 By MATTHEWS, FINISHES AS: FOLLOWS: - CHASE BLUE - MATTHEWS MP-20366 (PMS METALLIC PAINTS - GLOSS (85-30 UNITS OF ao) GLOSS) . - - NON-METALLIC PAINTS - SEMI-GLOSS (60-10 : ps open pees! ee og 2 is Gute tenath . UNITce shose - CHASE NICKEL - MATTHEWS MP-I9891 / - “ eng - ALL FILM TO BE 3M UNLESS OTHERWISE - CHASE DK. NICKEL - MATTHEWS MP-le24e : In Fie STATED. . 7 = nn a _—— oe - ALL STEEL COMPONENTS TO BE PRIMED WITH Ponca —ew eee ZINC INHIBITOR (DEVCON-Z OR APPROVED - BLACK - MATTHEWS "41-306 SIGNAL JET EQUAL ). BLACK - ALL STRUCTURAL COMPONENTS TO BE SIZED qo VIEW @t2t -FS-DU (WINCOR 2350xe SHOWN? BY A LICENSED STRUCTURAL ENGINEER TO where SCALE: 3/4* =1'-O" FREESTANDING ATM W/ TOPPER SCALE: 3/4" =I'-O MEET OR EXCEED ALL LOCAL, STATE, AND : : - metiegble Cones CHASE BLUE - 3M 3630-121 - ALL ELECTRICAL WORK TO MEET OR EXCEED . Deere ie ee UL. REQUIREMENTS - CHASE NICKEL - VQDI2814HG - ALL EXPOSED FASTENERS TO BE PAINTED TO = WHITE OPAQUE - 3M 4125-10 MATCH CABINET. - ELECTRICAL LEADS = WHITE TRANSLUCENT - 3M 3652-30 FROM THE BACK OF ILLUMINATED LETTERS TO - WHITE REFLECTIVE - 3M eao-10 BE A MINIMUM OF 6'-O' LONG AS MEASURED . SHITE DEFISER - 24 seae-te THIS 1S AN ORIGINAL UNPUBLISHED DRAWING — - - ELECTRICAL LOAD FROM THE BACK OF THE LETTER CREATED BY PSCo. IT IS SUBMITTED FOR YOUR Note: This sign is intended to be installed in accordance with the requirements of (2.0) Amps @ 120 Volts KERFLIC: ee f ; - TRAN NT WHITE - ARI 2 FOR s Article 600 of the National Electrical Code and/or other applicable local codes. ELECTRICAL REQ'MTS Be CHE = ARISTECH 1278 MATTE | of SHOWN TO ANYONE GUTSIDE YOUR This includes proper grounding and bonding of the sign. ircui . . ORGANIZATION NOR IS IT TO BE USED. COPIED mp olt Circuits TRANSLUCENT BLUE - ARISTECH 6046 REPRODUCED. OR EXHIBITED IN ANY FASHION NO T E S : GE N E R A L NO T E S : CH A S E AT M SI G N A T U R E SI G N S MA T E R I A L SP E C I F I C A T I O N S : PA I N T : 1. 1 2 5 " AL U M . RO U T E D SI G N FA C E . FO R M AS 5. ST A I N L E S S ST E E L PI A N O HI N G E 3. @9 3 0 ' AL U M . RE T U R N S . FO R M AS SH O W N - AL L PA I N T S TO BE TW O - P A R T PO L Y -U R E T H A N E - CH A S E ME T A L L I C BL U E - MA T T H E W S MP - 4 9 3 5 3 SH O W N . PA I N T FI N I S H CH A S E NI C K E L GL O S S CO N T I N U O U S AT TO P . WE L D TO RO U T E D AL U M . SI G N FA C E . PA I N T BY MA T T H E W S . FI N I S H E S AS FO L L O W S : - CH A S E BL U E - MA T T H E W S MP - 2 0 3 6 6 (P M S FI N I S H . 6. 12 5 " AL U M . CL A D D I N G . PA I N T FI N I S H FI N I S H CH A S E NI C K E L , GL O S S FI N I S H . ME T A L L I C PA I N T S - GL O S S (8 5 - 3 UN I T S OF 30 0 ) 2. OC T A G O N TO BE 3/ 4 " CL E A R AC R Y L I C . EX T E R I O R CH A S E NI C K E L . GL O S S FI N I S H . 12 . 1" I" AL U M . AN G L E FR A M E AS RE Q ' D . GL O S S ) - AT M CH A S E NI C K E L - MA T T H E W S MP - I 8 I o ! RO U T BA C K FR O M FA C E 5/ 8 ' TO LE A V E AN D PA I N T FI N I S H IN T E R O R WI T H SP R A Y - L A T ST A R MI T E R CU T , WE L D AN D GR I N D SM O O T H AT ie e e ee s - SE M ! - G L O S S (6 0 - 1 0 - AT M CH A S E DK NI C K E L - MA T T H E W S MP - 1 a i 4 9 V8 " CO N T I N U O U S SH O U L D E R . FA C E TO BE BR I T E WH I T E LI G H T EN H A N C E M E N T PA I N T . CO R N E R S . . - CH A S E NI C K E L - MA T T H E W S MP - 1 9 8 9 1 * ; * GL O S S . RE T U R N S TO BE MI L L FI N I S H . 7. 1 2 5 " AL U M . WI R E CH A S E FO R CO N D U I T RU N . I. CU T - O F F SW I T C H AS RE Q U I R E D TO ME E T - AL L FI L M TO BE 3M UN L E S S OT H E R W I S E - CH A S E DK NI C K E L - MA T T H E W S MP - l e 2 4 8 Ph i l a d e l p h i a Si g n SE C O N D SU R F A C E DE C O R A T E WI T H 3M FI L M FO R M AS SH O U N . ME C H A N I C A L L Y FA S T E N TO UL . ST A T E D . - CH A S E WH I T E - MA T T H E W S MP - 3 3 8 0 0 "3 6 3 0 - 1 2 7 BL U E . US E AR T W O R K PR O V I D E D RI G H T SI D E OF TO P P E R AS SH O U N . PA I N T 12 . ON SI T E AP P L Y BE A D S OF CL E A R - AL L ST E E L CO M P O N E N T S TO BE PR I M E D WI T H SE M ! - G L O S S co nM Pr P A NT UY BY DE S I G N E R . FI N I S H AT TO P P E R CH A S E NI C K E L , GL O S S SI L I C O N E ST R U C T U R A L AD H E S I V E BE T W E E N ZI N C IN H I B I T O R (D E V C O N - Z OR AP P R O V E D - BL A C K - MA T T H E W S 41 - 2 0 2 6 SI G N A L JE T 3. LE T T E R S TO BE 3/ 4 ' CL E A R AC R Y L I C FI N I S H . AT M PA I N T TO MA T C H BO D Y CO L O R AN D ON TH E OU T S I D E OF VH B TA P E ST R I P S . EQ u a A L ) . BL A C K 70 7 We s t Sp r i n e Ga r d e n St A TU R A \ SI es t Sp r i n g Ga r d e n St r e e t PO C K E T RO U T E D LE T T E R S WI T H MI L L FI N I S H FI N I S H WI T H FI N E ST I P P L E FI N I S H . HO L D AD H E S I V E BA C K FR O M ED G E S TO - AL L ST R U C L_ CO M P O N E N T S TO BE SI Z E D N : RE T U R N S . RO U T BA C K FR O M FA C E 5/ 8 ' TO ME C H A N I C A L L Y FA S T E N TO TO P P E R ON L Y PR E V E N T EX C E S S FR O M SP R E A D I N G PA S T BY A LI C E N S E D ST R U C T U R A L EN G I N E E R TO VI N Y L S : Pa l m y r a , Ne w Je r s e y 08 0 6 5 LE A V E A CO N T I N U O U S 1/ 8 ' SH O U L D E R AT WI T H CO U N T E R S U N K FL A T H E A D ST A I N L E S S ED G E S OF TO P P E R UP O N IN S T A L L A T I O N . ME E T OR EX C E E D AL L LO C A L , ST A T E , AN D CH A S E BL U E - 3M 36 3 0 - 1 2 1 BA C K OF LE T T E R S . FI R S T SU R F A C E FI L M ST E E L SC R E W S AS RE Q U I R E D . PA I N T HE A D S CL E A N SU R F A C E S PE R MA N U F A C T U R E R S NA T I O N A L CO D E S . CH A S E AL T E R N A T E BL U E - 3M 36 3 0 - 8 5 9 2 DE C O R A T E WI T H 56 3 0 - 2 0 WH I T E . SE C O N D TO MA T C H SU R R O U N D I N G SU R F A C E . IN S T R U C T I O N S PR I O R TO AP P L I C A T I O N . - AL L EL E C T R I C A L WO R K TO ME E T OR EX C E E D CH A S E OC T A G O N BL U E - 3M 36 3 0 - 1 4 7 SU R F A C E DE C O R A T E WI T H 3M DI F F U S E R FI L M 8 12 5 " RO U T E D AL U M I N U M AC C E S S PA N E L . 13 . AP P L Y VH B TA P E #4 9 4 1 GR A Y CL O S E D UL . RE Q U I R E M E N T S . "3 6 3 5 - 1 0 WH I T E . US E AR T W O R K PR O V I D E D BY DE S I G N E R . 4. 3/ 6 " BL U E TR A N S L U C E N T AC R Y L I C AC C E N T PA N E L WI T H 3/ 1 6 " BL A C K AC R Y L I C RE T U R N S CO N T I N U O U S AT PE R I M E T E R FO R M AS SH O U N . FO R M AS SH O W N . HI N G E AT TO P . PA I N T FI N I S H CH A S E NI C K E L , GL O S S FI N I S H . SE C U R E WI T H CO U N T E R S U N K FL A T H E A D ST A I N L E S S ST E E L SC R E W S . PA I N T HE A D S TO MA T C H . PA I N T IN T E R I O R SU R F A C E WI T H SP R A Y LA T ST A R BR I T E WH I T E LI G H T EN H A N C E M E N T PA I N T . aN CE L L AC R Y L I C FO A M CA R R I E R TO UN D E R S I D E OF TO P P E R IN ST R I P S RU N N I N G FR O N T TO BA C K HO L D TA P E BA C K FR O M ED G E S SO AS TO BE IN V I S I B L E ON FI N A L IN S T A L L A T I O N . DO NO T CR E A T E AN Y FU L L Y EN C L O S E D AR E A S WH E R E MO I S T U R E CA N AC C U M U L A T E . CL E A N SU R F A C E S PE R MA N U F A C T U R E R S IN S T R U C T I O N S PR I O R TO AP P L I C A T I O N . - AL L EX P O S E D FA S T E N E R S TO BE PA I N T E D TO MA T C H CA B I N E T . - EL E C T R I C A L LE A D S FR O M TH E BA C K OF IL L U M I N A T E D LE T T E R S TO BE A MI N I M U M OF 6' - O * LO N G AS ME A S U R E D FR O M TH E BA C K OF TH E LE T T E R . a a a L ii = Cr | CH A S E NI C K E L - VQ D I 2 8 I 4 H G WH I T E OP A Q U E - 3M 11 2 5 - 1 0 WH I T E TR A N S L U C E N T - 3M 36 3 2 - 2 0 WH I T E RE F L E C T I V E - 3M 68 0 - 1 0 WH I T E DI F F U S E R - 3M 36 3 5 - 1 0 AC R Y L I C : - TR A N S L U C E N T WH I T E - AR I S T E C H 13 2 8 MA T T E FI N I S H - TR A N S L U C E N T BL U E - AR I S T E C H 60 4 6 | ad | Le Fw aC ) a i ed ——} + EE EE EE SS © ( eee ae ee ee ey or rr a i ns | SS. SS SS SS SSS SS SS SS SSS eel meer fers ee ee Og ge ln ee ee a Pe | L L e m n pto--4--- o-oo errr Le a _Tp ge o SE C I T O N i a iy EL E C T R I C A L LO A D SC A L E : 3 ' = | ' - O ° P E R M I T S CU S T O M E R : CH A S E JO B NU M B E R : WA 27 5 2 SI G N TY P E : UN I V E R S A L TO P P E R LO C A T I O N : 41 9 Ke a r n e y St r e e t Po r t To w n s e n d , WA DA T E : 04 - 0 5 - 1 0 DR A W N BY : JM G RE V I S I O N : Nu m b e r : Da t e : By : SH E E T : EN G DE P T 2 of 3 g e f f L . G r i f f i n , P E 4 3 0 1 E a s t 8 0 t h : T u l s a , O K 7 4 1 3 6 L i c e n s e # 3 . 2 DW G NU M B E R : B3 7 5 3 7 C EN G I N E E R 45 Ay Oy K< | EX P I R # Mr a l y TH I S 1S AN QR I G I N A L UN P U B L I S H E D DR A W I N G CR E A T E D BY PS C o . IT 1S SU B M I T T E D FO R YO U R N Y No t e : Th i s si g n is in t e n d e d to be in s t a l l e d in ac c o r d a n c e wi t h th e re q u i r e m e n t s of Ar t i c l e 60 0 of th e Na t i o n a l El e c t r i c a l Co d e an d / o r ot h e r ap p l i c a b l e lo c a l co d e s . Th i s in c l u d e s pr o p e r gr o u n d i n g an d bo n d i n g of th e si g n . PE R S O N A L US E IN CO N J U N C T I O N WI T H A PR O J E C T BE I N G PL A N N E D FO R YO U BY PS C o . IT IS NO T TO BE SH O W N TO AN Y O N E OU T S I D E YO U R OR G A N I Z A T I O N NO R IS IT TO BE US E D . CO P I E D , (2 . 0 ) Am p s @ 12 0 Vo l t s EL E C T R I C A L RE Q ' M T S (1 ) 20 Am p / 1 2 0 Vo l t Ci r c u i t s RE P R O D U C E D , OR EX H I B I T E D IN AN Y FA S H I O N [axa \ ) a 1 o' \ NO T E S : _ 1 12 5 ° AL U M . RO U T E D SI G N FA C E . FO R M AS ) SH O W N . PA I N T FI N I S H CH A S E NI C K E L GL O S S FI N I S H . 2. OC T A G O N TO BE 3/ 4 " CL E A R AC R Y L I C . RO U T BA C K FR O M FA C E 5/ 8 ' TO LE A V E AN D 1/ 8 " CO N T I N U O U S SH O U L D E R FA C E TO BE GL O S S . RE T U R N S TO BE MI L L FI N I S H . SE C O N D SU R F A C E DE C O R A T E WI T H 3M FI L M *3 6 3 @ - 1 2 1 BL U E . US E AR T W O R K PR O V I D E D BY DE S I G N E R 3. LE T T E R S TO BE 3/ 4 ' CL E A R AC R Y L I C PO C K E T RO U T E D LE T T E R S WI T H MI L L FI N I S H RE T U R N S . RO U T BA C K FR O M FA C E 5/ 8 ' TO LE A V E A CO N T I N U O U S 1/ 8 " SH O U L D E R AT BA C K OF LE T T E R S . FI R S T SU R F A C E FI L M DE C O R A T E WI T H 56 3 0 - 2 0 WH I T E . SE C O N D SU R F A C E DE C O R A T E WI T H 3M DI F F U S E R FI L M *3 6 3 5 - 1 0 WH I T E . US E AR T W O R K PR O V I D E D BY DE S I G N E R . 3/ l é * BL U E TR A N S L U C E N T AC R Y L I C AC C E N T sa i l 4. PA N E L WI T H 3/ 1 6 * ° BL A C K AC R Y L I C RE T U R N S CO N T I N U O U S AT PE R I M E T E R FO R M AS SH O W N . 5. ST A I N L E S S ST E E L PI A N O HI N G E 6. 12 5 ° AL U M . CL A D D I N G . PA I N T FI N I S H EX T E R I O R CH A S E NI C K E L . GL O S S FI N I S H . PA I N T FI N I S H IN T E R I O R WI T H SP R A Y - L A T ST A R BR I T E WH I T E LI G H T EN H A N C E M E N T PA I N T . 1. 12 5 ° AL U M . WI R E CH A S E FO R CO N D U I T RU N . FO R M AS SH O W N . ME C H A N I C A L L Y FA S T E N TO RI G H T SI D E OF TO P P E R AS SH O W N . PA I N T FI N I S H AT TO P P E R CH A S E NI C K E L , GL O S S FI N I S H . AT M PA I N T TO MA T C H BO D Y CO L O R FI N I S H WI T H FI N E ST I P P L E FI N I S H . ME C H A N I C A L L Y FA S T E N TO TO P P E R ON L Y WI T H CO U N T E R S U N K FL A T H E A D ST A I N L E S S ST E E L SC R E W S AS RE Q U I R E D . PA I N T HE A D S TO MA T C H SU R R O U N D I N G SU R F A C E . 8. 12 5 " RO U T E D AL U M I N U M AC C E S S PA N E L . FO R M AS SH O U N . HI N G E AT TO P . PA I N T FI N I S H CH A S E NI C K E L , GL O S S FI N I S H . SE C U R E WI T H CO U N T E R S U N K FL A T H E A D ST A I N L E S S ST E E L SC R E W S . PA I N T HE A D S TO MA T C H . PA I N T IN T E R I O R SU R F A C E WI T H SP R A Y LA T ST A R BR I T E WH I T E LI G H T EN H A N C E M E N T PA I N T . 9. PE R M L I G H T PZ WH I T E S AS RE Q ' D . TO PR O V I D E EV E N IL L U M I N A T I O N AC R O S S SI G N fe ) CO N T I N U O U S AT TO P . J ga SE C T I O N @ WI R E C H A S E pr e t e s t SE C T I O N @ WI R E C H A S E SC A L E : 3 " =I ' - O ' va DI E B O L D / N C R x WI N C O R ON L Y SC A L E : 3 * =| ' - O * @ @ ® ry I Fs Tl ‘@ = Na w ge s SE C T I O N @ LE T T E R S GE N E R A L NO T E S : CH A S E AT M SI G N A T U R E SI G N S SC A L E : 3 " =| ' - O ' - AL L PA I N T S TO BE TW O - P A R T PO L Y -U R E T H A N E BY MA T T H E W S . FI N I S H E S AS FO L L O W S : ME T A L L I C PA I N T S - GL O S S (8 5 - 9 3 0 UN I T S OF GL O S S ) NO N - M E T A L L I C PA I N T S - SE M I - G L O S S (6 0 - 1 0 UN I T S OF GL O S S ) . - AL L FI L M TO BE 3M UN L E S S OT H E R W I S E ST A T E D . - AL L ST E E L CO M P O N E N T S TO BE PR I M E D WI T H ZI N C IN H I B I T O R (D E V C O N - Z OR AP P R O V E D EQ U A L ) . AL L ST R U C T U R A L CO M P O N E N T S TO BE SI Z E D BY A LI C E N S E D ST R U C T U R A L EN G I N E E R TO ME E T OR EX C E E D AL L LO C A L , ST A T E , AN D NA T I O N A L CO D E S AL L EL E C T R I C A L WO R K TO ME E T OR EX C E E D UL . RE Q U I R E M E N T S . AL L EX P O S E D FA S T E N E R S TO BE PA I N T E D TO MA T C H CA B I N E T . - EL E C T R I C A L LE A D S FR O M TH E BA C K OF IL L U M I N A T E D LE T T E R S TO BE A MI N I M U M OF 6' - @ ' LO N G AS ME A S U R E D FR O M TH E BA C K OF TH E LE T T E R FA C E AN D SI D E OC T A G O N S WI T H O U T HO T SP O T S OR SH A D O U S . 1D . @O 3 0 ° AL U M . LE D BA C K I N G PA N E L . PA I N T FI N I S H AL L SU R F A C E S WI T H ST A R BR I T E WH I T E LI G H T EN H A N C E M E N T PA I N T . W. @2 0 ' AL U M . RE T U R N S . FO R M AS SH O W N WE L D TO RO U T E D AL U M . SI G N FA C E . PA I N T FI N I S H CH A S E NI C K E L , GL O S S FI N I S H . 2. 1" & I* AL U M . AN G L E FR A M E AS RE Q ' D . MI T E R CU T , WE L D AN D GR I N D SM O O T H AT CO R N E R S . 13 . 12 5 ° & 2" WI D E AL U M . FL A T S T O C K TO PR O V I D E AT T A C H M E N T SU R F A C E FO R HI N G E D AC C E S S PA N E L . WE L D TO LO W E R CL A D D I N G . 14 . ON SI T E AP P L Y BE A D S OF CL E A R SI L I C O N E ST R U C T U R A L AD H E S I V E BE T W E E N AN D ON TH E OU T S I D E OF VH B TA P E ST R I P S . HO L D AD H E S I V E BA C K FR O M ED G E S TO PR E V E N T EX C E S S FR O M SP R E A D I N G PA S T ED G E S OF TO P P E R UP O N IN S T A L L A T I O N . CL E A N SU R F A C E S PE R MA N U F A C T U R E R S IN S T R U C T I O N S PR I O R TO AP P L I C A T I O N . 15 . AP P L Y VH B TA P E *4 9 4 1 GR A Y CL O S E D CE L L AC R Y L I C FO A M CA R R I E R TO UN D E R S I D E OF TO P P E R IN ST R I P S RU N N I N G FR O N T TO BA C K HO L D TA P E BA C K FR O M ED G E S SO AS TO BE IN V I S I B L E ON FI N A L IN S T A L L A T I O N . DO NO T CR E A T E AN Y FU L L Y EN C L O S E D AR E A S WH E R E MO I S T U R E CA N AC C U M U L A T E . CL E A N SU R F A C E S PE R MA N U F A C T U R E R S IN S T R U C T I O N S PR I O R TO AP P L I C A T I O N . 6. 25 ° AL U M . SP A C E R AS RE Q ' D FO R WI N C O R UN I T TO MA K E UP 1/ 4 ' DI F F E R E N C E . PA I N T FI N I S H CH A S E NI C K E L . GL O S S FI N I S H . ME C H A N I C A L L Y AT T A C H TO TO P P E R . = aa , 2 a} \ = — 8 ) ¢ Z 28 a @Y E R T I C A L SE C T I O N @ OC T A G O N MA T E R I A L SP E C I F I C A T I O N S : ca s s 43 0 1 Ea s t 80 t h PA I N T : - CH A S E ME T A L L I C BL U E - MA T T H E W S MP - 4 9 3 5 3 - CH A S E BL U E - MA T T H E W S MP - 2 0 3 6 6 (P M S 30 0 ) - AT M CH A S E NI C K E L - MA T T H E W S MP - I 8 I 2 1 - AT M CH A S E DK NI C K E L - MA T T H E W S MP - 1 8 1 4 9 - CH A S E NI C K E L - MA T T H E W S MP - 1 9 8 9 ) - CH A S E DK NI C K E L - MA T T H E W S MP - 1 8 2 4 8 - CH A S E WH I T E - MA T T H E W S MP - 3 3 8 0 0 VI N Y L S : CH A S E BL U E - 3M 36 3 0 - 1 2 7 - CH A S E AL T E R N A T E BL U E - 3M 30 3 0 - 2 0 5 4 9 - CH A S E OC T A G O N BL U E - 3M 36 3 0 - 1 4 7 ic e n s e 33 4 - CH A S E NI C K E L - VQ D I 2 8 1 4 H G t? - WH I T E OP A Q U E - 3M 11 2 5 - 1 0 - WH I T E TR A N S L U C E N T - 3M 36 3 2 - 2 0 - WH I T E RE F L E C T I V E - 3M 68 0 - 1 0 - WH I T E DI F F U S E R - 3M 36 3 5 - 1 0 Ph i l a d e l p h i a Si g n 70 7 We s t Sp r i n g Ga r d e n St r e e t Pa l m y r a , Ne w Je r s e y 08 0 6 5 ; 85 6 82 9 14 6 0 6 82 9 85 4 9 E- m a i l ; ma i l & p h i l a d e l p h i a s i g n . c o m CU S T O M E R : CH A S E JO B NU M B E R : WA 27 5 2 SI G N TY P E : UN I V E R S A L TO P P E R LO C A T I O N : 41 9 Ke a r n e y St r e e t Po r t To w n s e n d , WA DA T E : 04 - 0 5 - 1 0 DR A W N BY : JM G RE V I S I O N : Nu m b e r : Da t e : By : SH E E T : EN G DE P T 3 of 3 DW G NU M B E R : B3 7 5 3 7 C ve f f L. Gr i f f i n , PE Tu l s a , OK 74 1 3 6 SE M I - G L O S S = - *4 ) - yp e MA T T H E W S %4 1 - 3 0 6 SI G N A L JE T AC R Y L I C : - TR A N S L U C E N T WH I T E - AR I S T E C H 13 2 8 MA T T E FI N I S H - TR A N S L U C E N T BL U E - AR I S T E C H 60 4 6 TH I S 1S AN OR I G I N A L UN P U B L I S H E D DR A W I N G CR E A T E D BY PS C o . !T 1S SU B M I T T E D FO R YO U R PE R S O N A L US E IN CO N J U N C T I O N WI T H A PR O J E C T BE I N G PL A N N E D FO R YO U BY PS C o . IT IS NO T TO BE SH O W N TO AN Y O N E OU T S I D E YO U R OR G A N I Z A T I O N NO R IS IT TO BE US E D , CO P I E D , RE P R O D U C E D . 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