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HomeMy WebLinkAboutPermit S14-0061 - STARBUCKS - BUILDING MOUNTED AND FREESTANDING SIGNSSTARBUCKS 13038 INTERURBAN AVE S S14-0061 1 PERMANENT BUILDING MOUNTED 009 6 PERMANENT FREESTANDING SIGNS City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PERMANENT SIGN PERMIT Parcel No: 0003000110 Permit Number: S14-0061 Address: 13038 INTERURBAN AVE S Issue Date: 9/4/2014 Permit Expires On: 3/3/2015 Owner: Name: INTERURBAN 13038 LLC Address: 10655 NE 4TH ST #901 C/O JSH PROPERTIES INC, BELLEVUE, WA, 98004 Contact Person: Name: CONNIE GUFFEY Phone: (253) 473-3323 Address: 909 S 28TH STREET, TACOMA, WA, 98409 Contractor: Name: PLUMB SIGNS INC Address: 909 S 28 ST, TACOMA, WA, 98409-2613 License No: PLUMBS1077QS Business: Name: STARBUCKS Address: , , , DESCRIPTION OF WORK: Phone: (253) 473-3323 Expiration Date: 11/10/2015 (1) ILLUMINATED WALL MOUNTED SIGN - FACES INTERURBAN - "DRIVE THRU" MULTIPLE SIGNS NOT REQUIRING SIGN PERMITS - DIRECTIONAL, MENU BOARDS AND CLEARANCE SIGN NOT VISIBLE FROM STREET OR NEIGHBORING PROPERTIES. ALL SIGNS WILL REQUIRE ELECTRICAL PERMITS Fees Collected: $249.90 Zoning: CLI Electricity Provided by: SEATTLE CITY LIGHT Types of Sign: 1. BUILDING -WALL EXPOSED BUILDING FACE: 800 SIGN AREA (SQ FT): 36 Planning Division Authorized Signature: Date: d% I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. A�WSignature: Date:Se Print Name: \C'A\r' � h4CNv� P�-i 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. To schedule a final inspection for your sign, please call the inspection request line at 206-438-9350. Enter Inspection Code 1510 for sign final inspection. Please allow up to 5 business days for your inspection. Electrical inspection shall occur independent of this permit. FINAL INSPECTION APPROVAL: DATE: SIGN INSPECTION (PLANNING) File No. S 14-0061 Name of Tenant: Starbucks Sign Address: 13038 Interurban Avenue Date Photo Taken: October 6. 2014 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign appears to conform to permit application. See picture below. LB The issuance of some signage within the City may require a permit from the Washington State Department of Transportation (WSDOT). It is the applicant's responsibility to obtain all required permits from the appropriate government agency. For information on permits that may be required from WSDOT call (360) 705-7296. The issuance of a sign permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the City. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the City shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Director from requiring correction of errors in the construction documents and other data (TMC 19.12.020 (C)). Pursualit tcr-TMC 19.12.0150, sign permits shall be valid for 180 days from the date of issuance of the sign permit. The Director may approve one extension of up to 30 days if a written request is submitted to the City BEFORE expiration of the 180 day period. A final inspection of the sign is required for all signs when installation is complete. The applicant or installer is required to schedule the final Sign inspection through the City's Inspection line at (206)438-9350. The 4 -digit inspection code needed for scheduling the final Sign inspection is 1510. The applicant or installer does not need to be present for the final Sign inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the City of Tukwila Permit Center at (206) 431-3670. The electrical inspector will need access to complete the Electrical portion of the inspection. The City's sign code permits a variety of building mounted signs, including wall signs, signs on awnings, canopy signs and projecting signs. This sign permit application can be used to determine the total number of building mounted signs permitted for your business. The application also provides the specific code standards for the common types of building mounted signs; see TMC 19 Sign Code for details. Please note that you may not qualify for all signage types outlined in this application. Section I - Wall Sign Each public entrance is eligible for either a flush mounted wall sign or an awning face sign. In some cases an additional wall sign maybe permitted on walls that do not have entrances, see Section 2 of this application. Use the table below to determine the maximum permitted size of your wall sign: Maximum Sign Area AREA (L x H) of Exposed Building Face (EBF) insquare feet Permitted Sign Area 0-500 EBF x.05 or 20 square feet, whichever is larger 501-1,500 (EBF -500) x.04 + 25 square feet 1501-3,000 EBF -1,500 x .03+ 65 square feet 3,001-5,000 EBF -3,000) x.02+ 110 square feet Over 5,000 150 square feet maximum Wall Sign Worksheet This table is inapplicable if your site is covered under an approved Master Sign Program and an increase in sign area was granted. \ \ deptstore\ City Common\ Teri\ Revisions In Progress\ Sign - Combo - Monument-Bldg.doc .V1 Reserved for For more detail see the Sign Code Language, TMC Sin Sin City Use 19.20.050 A. Wall -Area- The size of the sign is based on the area of the wall DDS (,tet>c� fronting the tenant space where the sign will be 0 AeGvJz\S located, see 19.08.110. Maximum 1 , �a r -T Calculate the maximum sign area allowed for the Sign Area wall from the table above. 37 Proposed 9 ��®11c � (ocv tea" JCal culate the area by drawing one box around the Area of Sin tom' entire sign face or copy using 90 degree angles. Sign Copy List what the sign will say (for example name of 2VIVIt business). This table is inapplicable if your site is covered under an approved Master Sign Program and an increase in sign area was granted. \ \ deptstore\ City Common\ Teri\ Revisions In Progress\ Sign - Combo - Monument-Bldg.doc New Freestanding Si n Details 5/ 6 wJ Y b 11, AJ ' Sib" & I bq& 7 Section 2- Reface and Copy Change ol-4--'xisting Freestanding Signs When the current sign code became effective on August 24, 2010, the City strived to create a sign code that would reduce the impact to property owners and businesses that had existing freestanding signs on their property. The city permits refaces and copy changes to existing freestanding signs under several different scenarios: 1._ A freestanding sign that conforms to the current sign code is permitted refaces and copy changes with a permit. " 2.A A -freestanding sign that is not considered a freeway interchange sign, which was legally installed under the previous sign code but does not meet the current Sign Code, is permitted to have refaces and copy changes for up to TEN years from the effective date of the City's Sign Code (8/24/10) if a Non -Conforming Sign Permit was obtained. A Non- _ Conforming Sign Permit is the only way to be allowed this `grace period'. A permit is still required for any reface or - copy change. At the end of the ten year grace period the sign may remain as -is indefinitely; however additional refaces or copy changes will require that the sign be brought into conformance with the Sign Code. Please note, modifying the sign height, increasing the sign area, or relocating the sign is not permitted without bringing the sign into full conformance with the City's Sign Code. 3. A freestanding sign that is considered a freeway interchange sign and was legally installed under the previous sign code is permitted to have refaces and copy changes for up to FIVE years from the effective date of the City's Sign Code (8/24/10). A permit is required for any reface or copy change. Please note, modifying the sign height, increasing the sign area, or relocating the sign is not permitted. At the end of the five year period the sign may remain as -is indefinitely, however any changes to the face or structure of the sign will require that the sign be removed. 4. Freestanding signs that did not comply with the City's previous sign code, for example those that were installed while an area was in King County, are not permitted to have any changes to the face or structure of the sign without bringing the sign into conformance with the Sign Code. Staff can help you research previous permit history to determine if your existing freestanding sign was installed under the provisi.ons of the City's previous Sign Code, and if a Non -Conforming sign permit was issued. - You well mote that under Section I of this sign permit application additional signs are allowed for premises with over 800 feet of linear street frontage or for corner properties. Even if your property qualifies for this additional signage under Section 1 you will not: be able to install it until any existing non -conforming sign(s) are removed (TMC 13.36.070). Lxistiiik Freestanding Sign Details Existing Existing Notes: Freestanding Sin 1 Freestanding Sin 2 Date of last sign Name pf Street on which x sign will be placed? City for sign that is being modified: Total Sign message area Existing Sign Area: per face. •31 (0 /0"21A t AO a d°• 9a;�1 Total !49n..message area -per sign ,3•f 3• 0�•3/ rj! /a •St.d'L� o1�'�a.2i Total Sign Size per face �} . as 41 3 - aa Al .2-31 Ot / X O '`f• in. �S zd' • 4ay�t Total Sign Size per sign. 3.3a 0 _ A ,ft it A8.9 -4A Width of Sign I (o" �'• S ," 3.. 3 • ., Sign Height (ft -in) j'• S •• y' y Distance (ft) from closest edge of sign to property lines o?$' mss' 0;,5' or Section 2- Reface and Copy Change ol-4--'xisting Freestanding Signs When the current sign code became effective on August 24, 2010, the City strived to create a sign code that would reduce the impact to property owners and businesses that had existing freestanding signs on their property. The city permits refaces and copy changes to existing freestanding signs under several different scenarios: 1._ A freestanding sign that conforms to the current sign code is permitted refaces and copy changes with a permit. " 2.A A -freestanding sign that is not considered a freeway interchange sign, which was legally installed under the previous sign code but does not meet the current Sign Code, is permitted to have refaces and copy changes for up to TEN years from the effective date of the City's Sign Code (8/24/10) if a Non -Conforming Sign Permit was obtained. A Non- _ Conforming Sign Permit is the only way to be allowed this `grace period'. A permit is still required for any reface or - copy change. At the end of the ten year grace period the sign may remain as -is indefinitely; however additional refaces or copy changes will require that the sign be brought into conformance with the Sign Code. Please note, modifying the sign height, increasing the sign area, or relocating the sign is not permitted without bringing the sign into full conformance with the City's Sign Code. 3. A freestanding sign that is considered a freeway interchange sign and was legally installed under the previous sign code is permitted to have refaces and copy changes for up to FIVE years from the effective date of the City's Sign Code (8/24/10). A permit is required for any reface or copy change. Please note, modifying the sign height, increasing the sign area, or relocating the sign is not permitted. At the end of the five year period the sign may remain as -is indefinitely, however any changes to the face or structure of the sign will require that the sign be removed. 4. Freestanding signs that did not comply with the City's previous sign code, for example those that were installed while an area was in King County, are not permitted to have any changes to the face or structure of the sign without bringing the sign into conformance with the Sign Code. Staff can help you research previous permit history to determine if your existing freestanding sign was installed under the provisi.ons of the City's previous Sign Code, and if a Non -Conforming sign permit was issued. - You well mote that under Section I of this sign permit application additional signs are allowed for premises with over 800 feet of linear street frontage or for corner properties. Even if your property qualifies for this additional signage under Section 1 you will not: be able to install it until any existing non -conforming sign(s) are removed (TMC 13.36.070). Lxistiiik Freestanding Sign Details \ \ deptstore\ City Common\ Teri\ Revisions In Progress\ Sign - Combo - Monument-Bldg.doc Existing Existing Notes: Freestanding Sin 1 Freestanding Sin 2 Date of last sign permit issued by the City for sign that is being modified: Existing Sign Area: Proposed Sign Area: Sign Height (feet -inches): Distance from closest edge of sign to property lines (in feet): \ \ deptstore\ City Common\ Teri\ Revisions In Progress\ Sign - Combo - Monument-Bldg.doc A sign permit is required for the installation of a new freestanding sign. In most circumstances the City only allows new freestanding signs to be monument style signs. Certain large premises that have gone through the Master Sign Program are eligible for grand monument signs. Information on installing a new freestanding sign is found in SECTION 1 of this application. Information on installing new grand monument signs can be found in SECTION 2 of this application. A-signpermit is also required for any proposed reface or copy change to an existing freestanding sign in the City. In some cases a'reface or copy change of an existing freestanding sign requires that the sign be removed. Information on completing a reface or doing a copy change to an existing freestanding sign can be found under SECTION 3 of this application. Total Length of Street Frontage Along All Streets: 2 Allowable Sign Message Area Does the site front on more than one street, but have less than 800 feet of linear frontage, combined on both streets? yp Is the site use a multi -family or institutional use in a residential zone LDR, MDR, or HDR)? v List any existing Sips Sin Size Height Number of Signs Less than 400 36 square feet per side/72 54 square feet per 6 feet One feet square feet total side/108 square feet total Freestanding Signs in Commercial/Industrial Zones Each p raise is permitted to have one freestanding -monument style sign. Additional monument signs are permitted based on the total amount of linear street frontage along the premise. Table 1 below outlines the development standards and total number of signs permitted for most premises. Total ROW of 2 Allowable Sign Message Area Total Allowable Maximum Premise Sin Size Height Number of Signs Less than 400 36 square feet per side/72 54 square feet per 6 feet One feet square feet total side/108 square feet total 400-599 feet 50 square feet per side/100 70 square feet per 7 feet One square feet total side/140 square feet total 600-799 feet 60 square feet per side/120 80 square feet per 7 feet One square feet total side/160 square feet total 800-999 feet 66 square feet per side/l32 88 square feet per square feet total side/l76 square feet total 8 feet Two 1,000 feet and 72 square feet per side/144 96 square feet per 8 feet One for every 400 feet over square feet total side/l92 square feet total of linear street frontage. General Requirements for Monument Signs in Commercial and Industrial Zones 1. Setback. All monument signs shall be placed at a minimum of five feet from all property lines; however no sign taller than three feet shall be placed within the sight distance triangle, unless it can be demonstrated the sign will not pose a safety risk by reducing visibility for motorists turning out into traffic. - 2. Maximum Width. The maximum width permitted for any new monument sign is 15 feet, 3. Address Requirement. All new freestanding signs shall have the address number or address range of the premise listed on the structure. The address shall not be counted toward the allowable sign message area limit. Address numbers must be plainly legible and visible from the street fronting the property. The address numbers must contrast with the sign background. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be a minimum of four inches high with a minimum stroke width of 1.5 inches. Corner Properties Some corner properties may qualify for more than one monument sign, even if they have a limited amount of street frontage. A property that borders on more than one public street, but has less than 800 total feet of linear frontage, is permitted to have one monument sign per street if the following criteria are met: 1. The property has a least 200 feet of frontage on each public street where a sign will be placed; 2. Each public street provides direct access to the property; and 3. For each separate street frontage Table 1 listed above shall be used to determine the design standards for any proposed monument sign. Z The allowable message area is either the face pane of the sign, or for channel letters or signs painted on seating or retaining walls, that portion of the sign devoted to the actual message , logo, or business name, ' "total size is the entire area of the sign, including the support structure. \ \ deptstore\ City Common\ Teri\ Revisions In Progress\ Sign -Combo -Monument-Bldg.doc CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 RECEIVED Ajj6 20 2014 nommuNI 1 Y 40 PERMANENT SIGNS Building and Free -Standing / Monument Short Form — COMMERCIAL ZONE ONLY FOR STAFF USE ONLY Planner: File Number: —a .Needs Electrical: Yes/No Associated File Numbers: .S—, t9 . ae�S / -343,f>.eJi tat �12.d�yv f� ✓� . Business Name Address of Sign e,0,V,1A_ Z,-OAZ�06 F Y :W:9 J. 4,° , '6-T 7T0�C , _z± m lye 9 Contact Name Address City, State, Zip e1_'0titi1t e;?plc G/ s. c��r, oY}33. 5�>3-�3 3 )<IT Contact Email address Contact Phone number l�•CAe'"' .5"o 7-;�,aS -eg�A S — 09 9"1/S Contractor Contractor State License # Contractor's City of Tukwila Business Lic # Contractor Address 909 _S - o2oP'E.3T City St Zip 5;,:fP,'O REQUIRED FOR SIGNAPPLICA TION O Valid Tukwila business license number for the sign contractor. O One copy of a valid Washington State Contractor's license, or owner's affidavit I HEREBY CERTIFY that the information contained in this application and the materials furnished to the City by me are true. I understand that if I provide incorrect information on this application or submit plans that are not correct, it could delay issuance of a permit or, if the permit has been issued, be cause for the City to revoke the sign permit. Date: Signature of Owner or e A ent The City will send any official notices, letters, and other official no i ' email. If you wish to receive all official communications from the City via US Postal Mail, check here: ❑ O Completed and signed application (this form). Application fee listed in current Fee Schedule O Three copies of a dimensioned and scaled site plan showing property lines, streets, buildings and parking areas; the location of all existing building mounted or freestanding signs on the same building/parcel as the proposed signs. O Three copies of scaled and dimensioned drawings of the proposed sign or signs with area calculations. O Three copies of a scaled elevation of the building walls where the signs will be located indicating the location and dimensions of the exposed building face used to calculate the sign area. O Method of illumination, if proposed. O ..Methbd of support and attachment for building -mounted signs. O Structural calculations if the sign weighs over 400 pounds. O Scaled and dimensioned footing designs and height calculations. Footing designs are not required for reface or copy changes to an existing freestanding sign, provided there is no change in the sign height, area or location. O Structural calculations if the sign has an area greater than 50 square feet and/or is taller than 15 feet. This requirement may be waived for certain refaces or copy changes to existing freestanding signs. Total number of Building mounted sign included in this application: L101 o ai A1-5 c i CAE Total number of Freestanding/Monument Signs included in this application �, 02 c7 E� sea E 5, Cly /Y!f u �Safl�v \ \ deptstore\ City Common\ Teri\ Revisions In Progress\ Sign - Combo - Monument-Bldg.doc s �6 Olt -Ea 4,--�5-~ /-G..Xb .54.E%. ." S/4V -oo4/ CANNING APPROVED ese P ade to th No changes can be m Without apProval fro Dhe puns Dsion °f DCO RECEIVED ApproVed gy. AUG 26 2014 Date: I f)F-VkLUPMLN 6�2 �G� lDS•L�C�- %-7X1 0 ` RECEIVED AUG 20 2014 C( M1.1101,41 I r DEVELOPMENT the legend ® New Directional Signs: (3) D/F • New Clearance Bar 'IM New Old -Style Preview Menu (1) Wayfinding Board ONew Digital Order Screen ♦New Old -Style 5 -Panel Menu Menu Board OBollards - Cover (4) New Wall Directional. (1 RH 72) See elevations pages Datum Point proposed thermoplastic package Car Stack Information: 3 Cars ITIt .et long APPROVrp P0NNi 4G Made. to these nin e e th No chan9 ho SPP 01 ITOM D P1ans w n�n9 bNASIon o� pian �roVed 8y� 1 Da tee y;. a INTERURBAN AVENUE w U U a 0 w 0 Of w U Z C/) �c W S)G^-1 29 a proposed DT products RIVE DRIVE TUHRU TTHRU ' t 3 Clearance Bar a-..31 New #.. iv (1) Wayfinding (1) Wayfinding Star Pattern Entry Lane Exit Lane Car Stack Information: 3 Cars ITIt .et long APPROVrp P0NNi 4G Made. to these nin e e th No chan9 ho SPP 01 ITOM D P1ans w n�n9 bNASIon o� pian �roVed 8y� 1 Da tee y;. a INTERURBAN AVENUE w U U a 0 w 0 Of w U Z C/) �c W S)G^-1 29 a proposed DT products RIVE DRIVE TUHRU TTHRU ' t 3 Clearance Bar a-..31 Digital Order Screen N New Old -Style 5 -Panel Menu Board posed Site Store#9319 4 1 3038 Interurban Avenue, Tukwila, WA II x . RECEIVED AUG 20 2014 .�.... `COMMUrvi, , DEVELUPMkW r .-J / &-ej 6"! i -7 , aY-5a4 New Old -Style S� V Preview Menu Board Digital Order Screen N New Old -Style 5 -Panel Menu Board posed Site Store#9319 4 1 3038 Interurban Avenue, Tukwila, WA II x . RECEIVED AUG 20 2014 .�.... `COMMUrvi, , DEVELUPMkW r .-J / &-ej 6"! i -7 , aY-5a4 V ^4�O �?S1 Oeo�aO �e8 'es aQQt °�°tOxv RECEIVED I1. _ AUG 2 0 2014 (r;wrn01141 t r f )F VELUPMENT S�CsnJ c' '��n•� I 1;010-111 lore i, si Surface vinyl r!111r!1112'_7" 767R,n1 Sign S ecificaiions: _---._ b 3/16" e5 mar' PMS "s• of ';8" rnmi 47328 o-' " I ILII t Simm S 1 17/8" 8 7/8" Painted blank to match Cabinet: nits(,r;ii io5na:e r puri thru —~� —{ RAL 70`21 I� ', I 2z"»"'j I I ° Fabricated .090° (2mml aluminum housing painted black to match I�-- — 11-5 518" j4;6mmj ---� Street Side View a- a n. n I Front Elevation View CE GEPS12-60 power supply oraquar GE Tetra MimMax LEDs `or Slarbucks approved equal 'Nealh`2roof Service access screvrs di, switch lotnLiquid-Tight sealing boot I I? y d conduit Junction box Junction box 141/4-1 t Oammt Store Side View Hinyeal;le 'race tone side only) 61, Itstmmi r� Rear Elevation View Cover opemrq for electrical 1 1/2" 138mml dia. hole for electrical conduit 7,8" 122mml dia. hole for 3/4" (ismml anchor bolts Section View at Anchor Detail (base cover removed for clarity) RAL 7021 with white end caps as shown. Directional copy and chevrons backed up with .125" 13mm1 #7328 white polycarbonate. Siren logo is 6" [152mm1 diameter: 3/8 11omml #7328 white polycarbonate routed to push thru aluminum face. Decorate logo with 1 st surface computer cut vinyl film to match PMS 3425. Edges of push thru logo are to be polished. All polycarbonate face elements to be attached to aluminum face panel with weld studs. Interior aluminum surfaces of sign cabinet to be painted white with Lacryl Starbnte. Welded aluminum construction with no visible fasteners. Fasteners retaining the hinged face will be located on the bottom such that they are not visible. All fasteners used in the assembly of internal components shall be coated to prevent corrosion. Internal structure of cabinet shall be per approved shop drawings. Graphic elements are internally illuminated using GE Tetra MiniMax LED system or Starbucks approved equal. LED's to be mounted on an internal baffle with self-contained power supply. All electrical components are removable for service. Support: Supporting structure will be all welded aluminum tube and channel construction painted black to match RAL 7021 as per approved shop drawings and shall be integral to the sign cabinet. Base tube will be constructed so that it can be retro-fittable to existing sign foundations. All foundations, existing and new must be analyzed for suitability and must meet all local city or state codes regulations. Regulatory: Sign must meet all regulations in the National Electric Code as well as any local or state electrical codes. As per NEC 600.6, sign is equipped with a service disconnect switch. Sign must be listed as an Electric Sign per Underwriters Laboratories UL48 andior CSA and bear the appropriate UL. CUL or CSA relevant certification marks. Primary power by electrical contractor per NEC. se's rhese Drawings and Specifications are confidential and shall remain he sole property of Starbucks Corporation, which is the owner or the ;opyright in this work. They shall not be reproduced (in whole or in )art), shared with third parties or used in any manner on other trojects or extensions to this project without the prior written consent )f Starbucks Corporation. his drawing is a Design Development Document. Site specific nodifications made under the responsible charge of the Architect and/or Engineer -of -Record will be required prior to using this locument for Bidding; Permitting, or Construction. Sq. FV Sq. Ft.2 Volts Amps Vertical Cross -Section View Typ Service Position View 46" Size 9.90 120 0,85 i Fiyured as illummatcd center part 2 f=igured as complete signage i r ( ITMI Starbucks does not manufacture the item(s) drawn or specified. Incorporation of design item is to be coordinated with item supplier and Architect andlor Engineer -of -Record, i Manufacturer's name and contact information clearly visibib C. on finished item. All items manufactured to final engineering specificatip'ns, provided by Architect of Record. Ii. S it/ %- oDGI RECEIVED -AUG 20 201k C()M1'nu1'1i I r () VIJ LUPWrNT Existing 48" Diam Siren c+« E;! existing condition AD SOA elevation new building directional sign (RH72) PLANNING APPROVED No manges can he made. to these pans Without approval from fha Planning Division of ®CD Aproved Date: the elevations Store # 9319 2 13038 Interurban Avenue, Tukwila, WA 3/8"o. ;99mm) 3/8" typ (mmm, E M 40 3/8" typ. j19mm, in Side View Scale: 1" = V-0" /1 !� 3 3/4" UL label Weather proof disconnect switch with sealing boot Painted Black to match RAL 7021 (satin finish) Front View Scale: 1" = V-0" 4'-1 7/8"o267mm, coVertical Cross Section View Typical " Weather proof `--O GE GEPS12-60 Scale: 3/4" = V-0" disconnect switch power supply with sealing boot Hingable with continuous piano hinge A Se vice Ppsction- Section View Typ. 3 7/8" (99mm) 3 1/2" (89mm, 6' 2" 1'-4";n9sn;m, I3/S",mmm, amm uopy, unevrons to be routed out of aluminum face and backed with .125",,. translucent polycarbonate- white 3/8" typ. ;iemm, — E CJ N 3/8" typ. - p9mm; o 4pplied 3M vinyl- Nhite #3650-10 .125"(3mm) aluminum back �f Side View Scale: 1" = 1'-0" —01/2 .... ...... . wide neoprene gasket around inside PLANNING APPR4V� perimeter of filler No changeS-c�Tb��e Mads -to these ftm —G GE MiniMax 7100k LED's r'""'— vMhout "�- rOvW O Pfannins ptws01 of -%D-,/) © E in N q 3/8",,w,,,, dia. grade 5 bolt with nut, flat & lock washers i f� Installation -2etp's- Section View Typ.- Framed wail V Scale: 1 1/2" = V-0" DT Illuminated Arrow Series Flush Mounted-RH - 72in 1829m11. 3 7/8" ;99mm) 3 1/2" 99mm1 3/8";,G—) dia. Hilti HLC-HX sleeve anchor with 1 1/4,, 19:mm, embedment a Installatioio DgtMs• Section View Typ. - Brick Wall Scale: 1 1/2" = 1' - ( ) Single faced backlit illuminated drive thru wall mounted cabinet signs. Fabricate and install: Cabinet to be fabricated from .090"(2mm) aluminum, painted Black to match RAL 7021 M (satin finish), with Applied 3M vinyl- White #3650- 10 end caps. O Arrow Graphics and "DRIVE THRU" copy to be routed out of aluminum face and backed with 125",9mm, translucent polycarbonate - White. Note: all polycarbonate elements to be attached to back of aluminum faces with welded studs. © Cabinet to be welded aluminum construction with no visible fasteners. Fasteners retaining the hinged face will be located on the bottom such that they are not visible. All fasteners used in assembly of internal components shall be coated to prevent corrosion. Internal structure shall be constructed as per approved shop drawings. Q Graphic elements are internally illuminated using GE Tetra MiniMax 7100k LED system or Starbucks approved equal. Led's to be mounted sign back with self contained power supply. All electrical components are removable for service. © Attach flush to wall. Anchor fasteners as required for existing wall structure. Support structure be constructed as per approved shop drawings and shall be integral to the sign cabinet. © Sign must meet all regulations in the National Electric Sign Code as well as any local or state codes. As per NEC 600.6 sign is equipt with a service disconnect switch. Sign must be listed as an Electrical Sign per Underwriters Laboratories UL48 and/or CSA and bear the appropriate UL, CUL, or CSA relevant certification marks. Primary power by electrical contractor per NEC. RECEIVED AM 2 4 2014 (;OtJmmjNI I Y I)L VLLO14MI;NT OT Illuminated Arrow Series Flush Mounted-RH - 72in 1829mm #XXXXX Size Sq. Ft. Sq. M. Volts Amps 72" (1829mm11` 9.25 i .859 126 0.85 Design IQ �XXXXX Z Modified sign height of 3ft n ILL Label - E Weatherproof disconnect switch with sealing boot ova StL9&t&&Qiew Pp4L eti° e5 c�� Qpcova { QG4 100 44N 01 f i i RECEIVED AUG 2 0 2014 (,O1VJ ItJNI 1 Y DLVLLC P11iii T 5 3/16" Z'-1" [635-11132mm1 1'-8 5/16" Is,emml 3 1/2" Painted black to match 2 112 lesmml 1 -2 5/8 , �) RAL 7021 M -match sam le I 10 13/16"� 8 15!16" 1371mm1 P 64- 1275mm] 1227mm1 .090" [2mm1 routed aluminum i e face panel painted black to match RAL 7021 M - A match sample � E � - Copy backed up with End cap panels .125" 13mm1 #7328 white 2 -tone V open polycarbonate CS 3x1.60 aluminum channel painted black to match RAL 7021M - match sample 1 �l 1'-5 5/8" 1448mml Front Elevation View . .,,-..._. . GE GEPS12-60 power supply ................ - �J or equal GE Tetra MiniMax LEDs 'orStarbucksapprovedequal Weatherproof N - - Service access screws disconnect switch with Liquid -Tight sealing boot rigid conduit Junction box Vertical Cross -Section View, Tvp. 1'-5 3/16" 1437mml --=— 3" p6mml .063" [2mm] aluminum base cover painted black to match RAL 7021 M - match sample Hingeable face lone side only) Service Position View 71/8" � 18,mm1 77,-1--,6— IC067--iN Store Side View Rear Elevation View 6" tlszmml / 1 112" [38mm1 dia. hole for electrical conduit 4" 012.111 / Cover opening for electrical -- ------------------- -- .................. - -. �; -C /� , E E O C \ ----------------- -- - ---- ------------------- 718" [22mm] dia. hole for Section View at Anchor Detail 314" hsrtmrrmi anchor bolts (base cover removed for clarity) 5l8" [lsmml dia. hole for 112" i13mml anchor bolts Sign Specifications: Cabinet: Fabricated .090" [2mm] aluminum housing painted black to match RAL 7021 M with white end caps as shown. Directional copy backed up with .125" [3mm] #7328 white polycarbonate. All polycarbonate face elements to be attached to aluminum face panel with weld studs. Interior aluminum surfaces of sign cabinet to be painted white with Lacryl Starbrite. Welded aluminum construction with no visible fasteners. Fasteners retaining the hinged face will be located on the bottom such that they are not visible. All fasteners used in the assembly of internal components shall be coated to prevent corrosion, Internal structure of cabinet shall be per approved shop drawings. Graphic elements are internally illuminated using GE Tetra MiniMax LED system or Starbucks approved equal. LED's to be mounted on an internal baffle with self-contained power supply. All electrical components are removable for service. Support: Supporting structure will be all welded aluminum tube and channel construction painted black to match RAL 7021 M as per approved shop drawings and shall be integral to the sign cabinet. Base tube will be constructed so that it can be retro-fittable to existing sign foundations. All foundations, existing and new must be analyzed for suitability and must meet all local city or state codes regulations. so Sign must meet all regulations in the National Electric Code as well any local or state electrical codes. As per NEC 600.6, sign is equipped with a service disconnect switch. Sign must be listed as an Electric Sign per Underwriters Laboratories UL48 and/or CSA and bear the appropriate UL, CUL or CSA relevant certification marks. Primary power by electrical contractor per NEC. These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. This drawing is a Design Development Document. Site specific modifications made under the responsible charge of the Architect and/or Engineer -of -Record will be required prior to using this document for Bidding, Permitting, or Construction. Size Sq. FV Sq. Ft.' Volts Amps 46" (1168mm) 1 0.94 7.93 120 7 0.85 1: Figured as illuminated center part 2 Figured as complete signage Starbucks does not manufacture the item(s) drawn or specified. Incorporation of design item is to be coordinated with item supplier and Architect and/ot Engirteer-of-Record. Manufacturer's name and contact information clearly visible on finished item. All items manufactured to final engineering specifications, provided by Architect of Record. 31(1-0061 i i I Clearance bar will use existing footing r &" 4f/ if i - Steel push -in plug for dia. [25mm)hole Sign Specifications: dia [25mm[ hole for 9'-0" (2743mm1 3" 76 -ml locknut access) Scraper Bar. 3"x4"x1/4" • 2"x5" [51mm x 127mm] steel tube painted to match PMS 369 green. [73mm x 102mm x 6mm) Flush steel end caps painted to match PMS 369 green. steel tube cross bar Cc a d h t b 1 t rf t t 3M #680 10 w 3'-6" c/o:1o67mml i-, ,. VIP 3'-2" ,965mm1 ! R 5'-6" (1676mm1 2"x5"x3/16" [51 mm x 127mm x Smmj steel rectangular tube painted to match PMS 369 green. E E Clea m ht mOTE NOTE: adjustnce ment r t to � may require adjustment to accommodate curb and/or - 3"x4"xt/4" foundation height. Manufacturer [73mm x 102mm x 6mm[ to provide (2) 2'-6" 1762MMI cable steel tube painted black lengths for such adjustment V to match RAL 7021 M - match sample CVI AUG 2 4 2014 [ A vl t UJI 'MILN r Front Elevation View S-6" H676mm1 3'-7" 11092MMI Front View @ Placard - Graphic Details 5'-6" (1676mm1 2" typ. 151mm1 1 1 1 2" typ. 1551-1 BottomView (07 Placard - Graphic Details- Graphic Details W 0 0 0 r_ �E Right Side View End Section View 1/4"-20(6mm-201 SS nylon insert locknut 1/4"-20 [6mm-201 type 316 SS smooth eye bolt with shoulder painted black to match RAL 7021M - match sample Type 304 SS oval compression sleeve 3/16" dia j5mm] type 316 SS wire rope (7x19 strand core) 3/16" [5mm1 type 316 SS wire rope clip. 2 SS nylon insert lockouts per clip. 1/4"-20 [6mm-201 type 316 SS smooth eye bolt with shoulder painted black to match RAL 7021 M - match sample 1/4.-20 [6mm-201 SS nylon insert locknut 2"x5"x3/16" (51mm x 127mm x 5mm1 steel rectangular tube placard Alum. louvered vent for I" dia. (25mm) hole (1" dia. [25mm) hole for locknut access) py n c evrons o e s su ace compu er cu - white Scotchlite reflective vinyl film. Bottom striping to be 1 st surface computer cut 3M #680-10 white Scotchlite reflective vinyl film. Striping extends 3/8" [10mm] onto front face. Graphics protected with vinyl overlay film 3M Scotchgard 6 mil clear paint protection film #84808 or Starbucks approved equal. Suspend from support with SS cable & hardware. Cable provided requires field adjustment for proper clearance height. Support: Supporting structure will be all welded steel tube construction painted black to match RAL 7021 M as per approved shop drawings. Base tube will be constructed so that it car, be retro-fittable to existing sign foundations. All foundations, existing and new must be analyzed for suitability and must meet all local city or state codes regulations. These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. This drawing is a Design Development Document. Site specific modifications made under the responsible charge of the Architect and/or Engineer -of -Record will be required prior to using this document for Bidding, Permitting, or Construction. PLANNING APPROVED No changes 'can be made. to these plans without approval from the Planning DivvVsIg of DCO 779_1(2972mm) 2.29 Starbucks does not manufacture the item(s) drawn or specified. Incorporation of design item is to be coordinated with item supplier and Architect and/or Engineer-cf-Record. Manufacturer's name and contact information clearly Visible on finished item. Atl items manufactured to final engineering specifications; provided by Architect of Record. 9: 03118/14 i 0041 p painted to match PMS 369 green 8"l2o6inml 5" I'27mm1 �% 314" 119mm) j steel base plate 1 = - 718"x2 3/4"x30" O �r T- slot for 3/4" [1sn,ml anchor �- Copy, chevrons and stuping E � ..- 3"x4"x1/4" to be 3M #680-10 white g - 173mm x 102mm z 6mm[ Scotchlite reflective vinyl film steel tube cross bar I � painted to match PMS 369 green Base Plate Detail i.. py n c evrons o e s su ace compu er cu - white Scotchlite reflective vinyl film. Bottom striping to be 1 st surface computer cut 3M #680-10 white Scotchlite reflective vinyl film. Striping extends 3/8" [10mm] onto front face. Graphics protected with vinyl overlay film 3M Scotchgard 6 mil clear paint protection film #84808 or Starbucks approved equal. Suspend from support with SS cable & hardware. Cable provided requires field adjustment for proper clearance height. Support: Supporting structure will be all welded steel tube construction painted black to match RAL 7021 M as per approved shop drawings. Base tube will be constructed so that it car, be retro-fittable to existing sign foundations. All foundations, existing and new must be analyzed for suitability and must meet all local city or state codes regulations. These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. This drawing is a Design Development Document. Site specific modifications made under the responsible charge of the Architect and/or Engineer -of -Record will be required prior to using this document for Bidding, Permitting, or Construction. PLANNING APPROVED No changes 'can be made. to these plans without approval from the Planning DivvVsIg of DCO 779_1(2972mm) 2.29 Starbucks does not manufacture the item(s) drawn or specified. Incorporation of design item is to be coordinated with item supplier and Architect and/or Engineer-cf-Record. Manufacturer's name and contact information clearly Visible on finished item. Atl items manufactured to final engineering specifications; provided by Architect of Record. 9: 03118/14 i 0041 p Y�O 1t- Scale: 1/2" = V-0" Preview Menu Board • A new Preview Menu to be installed on new footing • New Bollard to be installed to protect Preview Menu A Before Distance to /—Datum Point / at Corner of Building 3--0" Y 9'-0" 30° NEW Preview - 00 NEW Bollard After .....�.- PLANNING PpRQVED se u No changes .can be made, to e plans without approval from Planning Division of DCD Ived BY: the preview menu Store # 9319 Interurban Avenue, Tukwila, WA 13038 Y RECEIVED S/V,,.W 004 AUG 2 0 2014 I11 V1 Luc•Mj_!Vf 96 7/D" i . RECEIVED #- AUG 2 0 2014 i I)l A.L(JI•ML-NC (� 5 3/4" j I LED light tubes III III Primary electrical inside UL conduit to menu board 1" x 8 5/8" x 25 3/4' Steel mounting plate welded to steel tubes. 3/4" Anchor bolts with 18" embedment. (4) REI -eveling nuts. 4) REI 3roposed below grade :oncrete foundation. t3 Rebar both ways is shown. 8" 14" PnpT .. �Vrl� Vous 120VAC ' Total AMPS .3 (-� - Circuits 1 Visible Disconnects I I r 1" Dia. mounting - 13" 613" 6 3/8 1. All materials and fasteners meet 3004.4 holes. 2. All electrical components are UL listed and approved. 3. Sign grounged according to NEC 600.7. 3" x 3" x .1875" t 4. Signs manufactured and listed NEC 600.3 and marked per NEC 600.4. Steel supports._ I 5. All branch circuits per NEC 600.5(8).1 or (8) I^ _ _ _ 6. All Signs C1111111111 by photocell or time clock per I` _ - �I FBC 2010 505.2.3. G - - 7. One visible 20 amp disconnect per sign per circuit per NEC 600.6(A).1 4" x 4" x .25" Steel 4N gussets. 25 3/4" � MOUNTING PLATE (PLAN) _/ 4 �� V Starbucks Coffee, Pre -Menu Board & Foundation Standardized design @ V = 140 mph per ASCE7-05; Installation only Wind Load per ASCE 7-05; Occupancy Category II; Importance factor = 1 V = rr140 mph (Fig.6-1); Exposure C: Gust Factor, G = 0.85 (Sec. 6.5.8.1) �� F = `1hGGA,,,, (Sec. 6.5.14) D Note: Pre -menu cabinet & cover are prefabricated by Starbucks pppRO►VB - Cabinet & base: B = 4.08' (cab); = 2.01' (base); ho = 6.09 pLANN1NG a to theSe hip < 15'; Kh = 0.85 (Table 27.3-1); (K,, = 1.0; K, not applicable) _N n be mad qh = .00256 x 0.85 x (136)' = 42.65 psf No changeS Ca royal from the quiv "B": hp = 6.09'; (2.99 x 4.08) + (2.17 x 2.01) / 6.09 = 2.72' plans v Who�t app of DCD = 2.72' x 6.09'= 16.56 sf; �n D. Sion = 3.04 + (0.05 x 6.09) = 3.34' (ground sign) (Fig. 29.4-1) plann 9 /s = 2.72 / 6.09 = 0.45; s/ho = 1.0; Cr = 1.57 (Fig. 29.4-1) = 42.65 psf x 0.85 x 1.57 x 16.56 sf = 0.943k# (kips) (Sec. 29.4-1) eck 3" x 3" support tubes (2) (Reference only) Apprtoved BY• �� OB steel tube; F, = 46 ksi x .66 = 30.36 ksi III req = (0.943k# / 2) x 3.34'x 12 / 30.36 ksi = 0.62 in (per column) Date-. 3" x 3" x.1875" tubes: S = 1.73 in' > 0.62 in' -OK Anchor rods: (2) threaded 3/8" steel rods per side 14.0" c/c M = 0.943k# x 3.34'x 12 = 37.795 kpi (kip -in) P per anchor = 37.79 kpi / (4" x 2) = 4.72k# per anchor %" A325 rods; PA = 13.4k# per rod > 4.72k# - OK %"steel mounting plate - OK 18" embedment - OK; Shear in anchor rods is negligible Blade foundation in sand: D = 37" (3.08'); Width, W., =F (2.63h�, + 2.35D) / D'S, Sb = 0.3 ksf/f; (Table 1819.6, sec. 1806.7) S,=0.3x3.08x0.33x1.33=0.406 ksf;F=0.943k#;hi, =3.34' W = 0.943(2.63 x 3.34 + 2.35 x 3.0) / (9.49 x 0.406) = 3.9' (48") Make foundation 48" x 14" x 37" deep in sand t (Approx . 0.53 c.y. concrete); Place rebar as shown Blade foundation in clay: Ir D = T-7" (3.58'); Width, W, =F (2.63h,p + 2.35D) / D2S, Sb = 0.2 ksf/f; (Table 1819.6, sec. 1806.7) �. S, = 0.2 x 3.58 x 0.33 x 1.33 = 0.314 ksf; F=0.942k#; hip = 3.34' W = 0.943(2.63 x 3.34 + 2.35 x 3.5)1(12.82 x 0.314) = 4.0' (48") Make foundation 48" x 14" x 43" deep in clay (Approx . 0.62 1 concrete); Place rebar as shown Code Provisions for Sign Installation ' UL 120lii4C 20 amp Code Edition: 2010 Florida Building Code ENGINEER INFORMATION toggle,lyQc disconnect NAME: Theodore M. McAnlis, PE. twitch. Wind Load per ASCE 7-10. p (FBC sections. 1, 609. 1.1 & 1620) ADDRESS: 2,0. Box 14724 Exposure C North Palm Beach, Florida 33408 i�ACK ISL. vlFW Risk Category If E -Mail- ted.mcanlis@hotmail.com 5(_-ALff ^ Wind Speed, V,Lr= 140 mph (Fig. 1609A) LICENSE No, 19239 Cori yrs SIGN INDUSTRIES CORPORATE HEADQUARTERS 1077 West Blue Heron Blvd., Riviera Beach, FLA 33404 Phone: (561)863-6659/(800)772-7932 Fax: (561)863-4294 NORTHEAST DIVISION 707 Commerce Dr., Concord, NC 28025 Phone (704)788.3733 1 (800)772-7932 Fax: (704)788-3843 www, atlassignindustries. us This design I engineering is to remain Atlas Sign Industries exclusive property until approved and accepted thru purchase by client named on drawing. No pan of design and or specifications may be duplicated without written authorization of Atlas Sign Industries, Q Copyright 2013 Drawing No. 00000 -0 -DET Sheet No. PRE -MENU BOARD Date 00100/2013 Path FL / City I Site# PM Drawn By B. Hodge �U` UNDERWRITERS LABORATORIES INC. LISTED 7witnesse,,dmy seal, I certify that the nd foundation meets or irements of the 2010 FBC 140 mph RECEIVED A10 10.20 201k ,OMMUNI I Y 000 ILOPMENT 6' - 10" co SIDEWALK 0 N Cover Existing Bollard Solution 8, Option A (1) New Digital Order Screen with Post (1) New Old -Style 5 -Panel Menu Board at 130 c New Digital Order Screen with Canopy on new footing o New 5 -Panel Menu on new footing at 13° c Cover existing Bollard in place to protect Order Screen. v Vehicle Detection Loop to remain in place 12'-7" r z: MIN. CSR. AREA a¢ Q3 n wW N cio - 'moo NEW Old -Style 5 -Panel Me11u koard 7'-7" Existing Order '!S� 13 Point Footing Existing Menu Footing \�e Cb CD NEW Digital Order Screen Before After P - ING APPROVED changes can be mad�roop hGss pians without approval Planning Division of DCD Approved Djj�e:DATU jQN - --4'L I I J..� L 1700 EE?] '^" •Store # 9319 the order '7 -one 13038 Interurban Avenue, Tukwila, WA " SI. FS ® 0061 F Digital order screen will use new footing �1 —26/4" C66.7crn] —� 4" C10.2cmli--iIJ4 VAL HOLES #�1 - 3/4" STEEL BASE PLATE w/ 18deg OVAL HOLES #2 - 6X10.5 STEEL CHANNEL (6"x2"x5/6") 5/4" 13.4cr I / CQ/ ��� i `� 4" C10.2cM] BACK TO BACK DOUBLE POST 141 i /—I 1 14" #3 - 3/16" WELDED STEEL MONITOR MOUNT ./ 1g° [356cM] ADJUSTABLE 3/ UP 2/4" DOWN 1/ O -C C36,8cM] i � �^� i DS SWIVEL \ 381I � 1 1811 - - - - - - PATTERN IN #6 3/8-16 NUTS & BOLTS PLATES #4 - WELDED ALUMINUM BASE COVER ---------------- #1 13" #5 - WELDED ALUMINUM ELECTRIC ENCLOSURE _ C33,OcM] BASE WASHERS, #2X 253/4" C65.4cM]� #6 (NUTS &BOLTS BY/4" THICK OTHERS) 233/" 160.3cM] 19" C48.3cM] 3 14116 BY OTHERS TOTAL 16 /4" C42.ScM] � FRONT T ❑ BACK PI-ANNI G APPROVED 125.4cM7 n [20.3cM] _ No changes c an be mad � t "oS e4 110.2cM] plans witho — Dtapprovat from Planning Division of DCDol OI o Approved By. Date: I I 1 1 447/6" i GT JDJUST I I C112,9cM]BOLT (4x) I ID FOR I I 2 I MONITOR l i C71.1cM] I I S I I 1 I I I 41" E104.1cM I I 623/4" I I 2"x9" CURB TO 14 OR I I C159,4cm] C5cMX23M] CENTERLIN I i T N i � II II I MSLOAIN POST I I I �I. 1 633/4° — CONDUIT [161,9cM] III BY OTHERS iti i I' 3 - 07/8" 1022,2MM] I Y4" CSJcM] II '' " I I_____------HEI-ES IN TOP PLATE I I SPEAKER bl)/z" C038.1MM� I #5 i ; 05/" [016.OMM] BY OTHERS (2 WALLS) 145/8" 1 ! EXTERIOR 15 , r THRU FRONT, `��. C37'1cM] 145 " 1 i 14jg" TOGGLE SWITCH I /a DIRECT TO SPEAKER C35.9cm] METAL AC r #4 C37.1cM] r #1 - - I ENCLOSURE DIVIDER I .j 6/8" C15.7cM], 4)78„ 7/8"12.2cM] OFF CENT C10,ScM] ) 1 I REAR VIEW 6" CURB #6 SHOWING ENCLOSURE C15,2cM] STREET DT DIGITAL ORDERING SYSTEM POST I ,SIGN, OPERATIVE AND PROCESS DATA PERTAINING WELDED STEEL :A' U M I N U M O o DSA/PHOTOTECH of Dsn a ommcnown On rNls SHEET Is THE PROPERTv 16961 Central Avenue, Carson, CA 90746 �.. T6 DISCLOSED IN CONFIDENCE AND IS NOT TO[EC..Z D, ���(31O) 537-5000 (310) 537-7060 Fax (310) 537-7060 Fax i.. RECEIVED - INPRODICED,OR 11 REVEAL, OTO, DR APPROPRIATED eY OTN,R$. wNOL,. wITNODT TN, ExPRE:: CDNSEN- phubbell@dsaphototech.com FINI. DT UsE;P OR 11 —SPRINTISLDANEDANDHOSTNOT p p totech.Com APPROVED DEDSEDiNAogXN �E- RINENTALTOm I-, ill DESIGNED TO !D STARBUCKS MONITOR or D>DSA >»oTD N DT DIGITAL ORDERING SYSTEM POST RAL7021 BLACK GREY 10% SHEEN EXT. 14239 ORDER LIGHTBOX (not included) 02/04/14 DATE AUG 2 0 2014 =�A E PAH 02/13/14 CQSBEDTMON 1:15 sr,T 14030 t'0fV1(A( ' i JNl f Y �V aaG 01' VL-LUNMENT 3/ TOP VIEW. 8'- 1 1/4" v 0- - 2„ «LJ 11/2" .n 2'- 5 1/4" 0' - 1 1/4" 2'- 5 1/4" 0'- 1 1/4" 2'- 5 1/4" M �I 0 o I! II I II I II If II II I II I II II � I II II it II I II II ? II II I II I II II I II i I II U I I I II I I I M I II Ii I ,I I IIII r� iI II I II I I! II N O I t II L II I! Path of wiring thru J -box and holes in 2"x4" 3/4" Steel mounting plate - welded to 2" x 4" steel frame. Finished orade� � 2"x4"x1/8" welded steel frame 96V Three lightboxes LED light tubes 0 N _Aluminium base skirt with recessed center and 1/8" aluminium base bac Primary electrical inside UL conduit C o to menu board. Z a z Z 3/4" Diameter x 24" long anchor rod with 3/4" nuts and fender washers. o (A325 Anchor Rods - 4 ea.) n Zn (3) # 3 Ties # 3 Ties 12" o.c. 3' - 0" Dia. I (6) #5 verticals FRONT VIEW AND FOUNDATION SECTION n MENU t3UARD ick DRIVE-THRU G VIVI731 VP t.whlfi uz tXJUJ I� 13" P)A5E PLATE DETAIL Starbucks Coffee, Menu Board and Foundation Standardized design @ 140 mph per Asce7-05 - installation only Wind Load per ASCE 7-05; Occupancy Category ll; Importance factor = 1 V = 140 mph (Fig.6-1); Exposure C: Gust Factor, G = 0.85 (Sec. 6.5.8.1) F = ghGCAs,9, (Sec. 6.5.14) Note: Menu board and cover are prefabricated by Starbucks Supports: (2) 4"x 2"x 3/16" steel tubing (A500B); F, = 46 ksi x 0.66 = 30.36 ksi h,;,, < 15'; Kh = 0.85 (Table 27.3-1); (K,, = 1.0; Kd not applicable) qh = 0.00256 x 0.85 x (140 )2 = 42.65 psf Cabinet: B = 8.104; s = 4.083'; A_, = 8.104'x 4.083'= 33.1 sf; ho = 6.08' hcp = 4.02'; B/s = 2; s/ho = 0.67; C, = 1.62 (Figure 29.4-1) F = 42 65 x 85 x 1 62 x 33 1 = 1 944 k# 11,i s) volts 120VAC Total AMPS 9 Circuits 1 Visible Disconnects 1 1. All materials and fasteners meet 3004.4 2. All electrical components are UL listed and approved. 3. Sign grounded according to NEC 600.7 4. Signs manufactured and listed NEC 600.3 and marked per NEC 600.4. 5. All branch circuits per NEC 600.5(B).1 or (B).2. 6 All Signs controlled by photocell or time clock per FBC 2010 505.2.3. 7. One visihle 20 amp disconnect per sign per circuit per NEC 600.6(A).1 Base: B = 2.17'; s = 2.0'; A_= 2.17 x 2.0 = 4.33 sf PLANNING APPROVED hip = 1.0'; B/s = 1.1; s/ho = 0.33; C, = 1.79 F_ = 42.65 x 0.85 x 1.79 x 4.33 = 0.281 k# No changes 'can be made. to thes Ft.,., = 1.944k# + 0.281 k# = 2.225 k# hu,_ _ (1.944 x 4.02) + (0.281 x 1.0) / 2.225 = 3.64' plans without approval from the Check 4" x 2" x 3/16" steel tubes (Reference only): Planning Division of DCD Sfe=(2.225/2)k#x3.64'xl2/30.36=1.60ina q 4"x 2"x 3/16" tube, Sxx = 1.83 in > 1.60 in -OK Anchor rods: (2) %" A325 threaded rods per side @4.0" /Approved By: M = 2.225k# x 3.64' x 12 = 97.19 kpi (kip -in) Per rod (2 per side @ 4.0" c/o); P = 97.19 kpi / (2 x 4") = 1 .© W" A325 rods P = 17 671,1t > 12 151,40 OK em e steel mounting plate - OK 21" embedment - OK; Shear in anchor rods is negligible Augured foundation in sand: Unconstrained at surface B = T dia.; D = 5'-0"; F = 2.225k#; h = 3.64' Soil, sand at 0.300ksf/f (Table 1806.2)( Sec. 1806.3.4) S, = 0.3 x 5.0 x 0.33 x 1.33 = 0.6585 k#/sf (Sec. 1806.2)(Sec 1806.1) D:= 0.5A{1 + [1 + (4.36h / A)]"2}; (FBC 1819.7.2.1) A = 2.34F/S,b = (2.34 x 2.225) / (0.6585 x 3.0) = 2.636 D = (0.5 x 2.636){1 + [1 + (4.36 x 3.64 / 2.636]1'} (Sec. 1819.7.2.1) Dfey = 1.318 {1 + 2.651 = 4.81'< 5.0' depth OK Code Provisions for Sign Installation ONDUIT FROM Make foundations: 3' dia x 5'-0" deep 110TO CONTROL Use 2,500 psi, 28 day concrete (approx. 1.4 cy concrete) Code Edition: 2010 Florida Building Code WITC11 TO MAIN. Place rebar as shown Wind Load per ASCE 7-10, JNCTION BOX Augured foundation in clay: Unconstrained at surface (FBC sections 1609.1.1 & 1620) B = 3' dia.: D = 5-10" ,5.83'); F = 2.225k#;.I � = 3.64' Exposure C Soil, clay at 0.20l (Table 1819.6, sec.' 1806.3.1) Risk Category Il S, = 0.2 x 5.83 x;i�_!"33 x 1.33 = 0.5119 k#./ f_ Wind Speed, ' ; 140 mph (Fig. 1601} D = 0.5A{1 + [1 + (4.36h /A)11121; (FBC 1$�f 9:'TZ 1) unconstrained A:: 2.34F/S,b = (2.34 x 2.225) / (0.5119 x 3.0) = 3.390 ENGINEER INFORMATION D = (0.5 x 3.390) {1 + [1 + (4.36 x 3.64 / 13901 '21Jr (Sec. 1819.7.2.1) NAME: Theodore M. McAnlis. PE. D_I = 1.695 {1 + 2.383 = 5.74'< 5.83' depth OK Make foundations4 3' dia x 5'-10" deep ADDRESS: F.O. Box 14724 K, . Use 2,500 psi, 28 day concrete (approx. 1North Palm Beach: Florida 33408" :'6 cy concrete) E -Mail: ted.mcanlis@hotmail.com Place rebar as shown A _ _ LICENSE No. 19239 BACK 60 VIEW ''. SCALE : N.T.5 �SIGN INDUSTR#ES CORPORATE HEADQUARTERS 1077 West Blue Heron Blvd., Riviera Beach, FLA 33404 Phone: (561)863-6659! (800)772-7932 Fax: (561)863-4294 NORTHEAST DIVISION 707 Commerce Dr., Concord. NC 28025 Phone: (704)788-3733.(800)772-7932 Fax: (704)788-3843 www.atlassignindustries.us This design I engineering is to remain Atlas Sign Industries exclusive property until approved and accepted thru purchase by client named on drawing. No part of design and or specifications may be duplicated without written authorization of Atlas Sign Industries. © Copyright 2013 Drawing No. 00000.0 -DET Sheet No. MENU BOARD Date 00100/2013 Path FL I City 1 Sitell PM Drawn By S. Hodge I UNDERWRITERS LABORATORIES Y LABORATORIES INC. LISTED As witnessed by my seal, I certify that the sign structure and foundation meets or exceeds the requirements of the 2010 FBC Wind Speed, Vul 140 mph