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HomeMy WebLinkAboutZAA PACKET AUGUST 24, 2023 il:JO-K AGENDA COUNCIL CHAMBER &VIDEO CONFERENCE ZONING ADMINISTRATOR MEETING AUGUST 24, 2023 NOTICEREGARDING PUBLIC PARTIC/PA T/ON The public can attend the meeting in person and provide comments in person, observe the meeting online, provide live comments via Zoom,and provide written comments via electronic means. To watch the meeting, the public may observe the meeting via the City's Granicus service at: https://www.tustinca.orci/282/Meetings-Agendas or on local Cox Channel 851. Community members may provide live public comments in person orvia Zoom during Zoning Administrator meetings. To join the meeting, use the passcode below. You can also join via the Zoom app on your smartphone or tablet,or in a web browser at https:Hzoom.us/join,by entering the Meeting ID and Passcode below: Meeting ID:814 1793 4846 Passcode:918473 To comment in writing on one or more items,you may send your comments to rbarragan antustinca.orc1 or by accessing the City's "SpeakUp"comment system as follows: 1. Proceed to the SpeakUp comment system: a. To submit an e-comment on an upcoming meeting agenda prior to commencement of the meeting, go to https://tustin.ciranicusideas.com/meetings?scope=upcoming and select the agenda item. b. To submit an e-comment on an upcoming meeting agenda during the meeting, go to https://tustin.granicusideas.com/meetings?scope=past and select the agenda item. 2. Follow the links to type and submit your comment(s) on one or more items: a. The items may be on the agenda or not on the agenda. b. Your comments will be forwarded electronically and immediately to the members of the Zoning Administrator. c. Comments related to a particular agenda item will only be considered priorto the close of public comments on that item. d. Comments on matters that are not on the agenda may be submitted only until the "Public Comment" portion of the agenda is concluded. For Individuals with Disabilities The City is dedicated to ensuring accessibility to the meetings for those individuals with disabilities, so the City has established a process to request a reasonable modification or accommodation consistent with the Americans with Disabilities Act(ADA). If you would like to request a modification or accommodation due to a disability,please call(714) 57.3-3106 as soon as is feasible, and identify the need and the requested modification or accommodation. The City'g ADA Coordinator or her designee will receive the request and communicate in response to the request. 1 Zoning Administrator Meeting —August 24, 2023 12 CALL TO ORDER: 10:00 a.m. ROLL CALL: Justina Willkom, Zoning Administrator PUBLIC CONCERNS: Vera to check E-Comments and Request to Speak forms received during meeting. CONSENT CALENDAR: None PUBLIC HEARING: 1. CONDITIONAL USE PERMIT 2023-0013 APPLICANT: Billie Jo Williams, Sign Industries, Inc. LOCATION: 1062 Irvine Boulevard ENVIRONMENTAL REVIEW: This project is Categorically Exempt pursuant to Section 15311 (Class 11) of Title 14, Chapter 3 of the California Code of Regulations (Guidelines for the California Environmental Quality Act). RECOMMENDATION: That the Zoning Administrator adopt Zoning Administrator Action 23-005 approving CUP 2023-0013 which would allow roof mounted signage in conjunction with a master sign plan for an existing historic building at 1062 Irvine Boulevard. Presented by: Mary Salman, Assistant Planner REGULAR BUSINESS: None. ADJOURNMENT: The date of the next meeting of the Zoning Administrator will be scheduled when items are set for hearing. 2 ZONING ADMINISTRATOR ITEM # 1 DATE: AUGUST 24, 2023 TO: JUSTINA L. WILLKOM, ZONING ADMINISTRATOR i�,�Js rl"l*4 N FROM: RAYMOND BARRAGAN, PRINCIPAL PLANNER SUBJECT: ZONING ADMINISTRATOR ACTION (ZAA) NO. 23-005; CUP 2023-0013 (1062 IRVINE BOULEVARD) SUMMARY: The Zoning Administrator will consider Conditional Use Permit (CUP) 2023-0013, a request to allow roof mounted signage in conjunction with a master sign plan for an existing historic building located at 1062 Irvine Boulevard. The CUP application was filed by Billie Jo Williams from Sign Industries, Inc. PROJECT DESCRIPTION: The proposed roof mounted signage will include internally illuminated channel letters mounted onto the edge of a flat roof portion on the south elevation of the existing building. An illuminated logo disc with smaller lettering is also proposed on the raised screening on the east and north elevations of the building. The roof signage will be mounted on an aluminum raceway attached to the existing building facia. The proposed individual channel letters measure sixteen (16) inches tall by twelve (12) feet wide while the proposed logo disc will measure thirty-six (36) inches by thirty- six (36) inches in size. The smaller lettering below the logo will measure five (5) inches tall by thirty-six (36) inches wide. X3'�.1,h1 RkC�'^iAY A rACG LD 10 FMCIA 1a-m bRIVE THR - r M c`5 O + �r 3'-5 1+4" 3 ZA Item #1 August 24, 2023 CUP 2023-0013 "T, Page 2 The proposed business identification wall sign and logo signs comply with the Tustin City Code (TCC), as shown in the following table: Sign Criteria TCC 9240 Proposed Wall Sign Maximum Letter Height N/A 16 inches Maximum Sign Area 75 square feet 17.11 square feet (primary) Maximum Sign Area 25 square feet per sign 13.07 square feet per sign (secondary— 2 logo discs) Illumination Allowed Yes Yes JUSTIFICATION: The subject property is located on a site with building frontage along Irvine Boulevard spanning approximately fifty (50) feet. With a smaller building footprint and frontage, the proposed roof signs would be compatible in size and complementary with the visual characteristics and historic features of the existing building and would not detract from adjacent developed properties. s� JI � IY -' n. � .Wi ■ 1 o-` I 1 The overall master sign plan for the site includes roof signage (as described), reuse of the existing pylon/roadway sign with new illuminated sign face and drive-through directional, clearance bar and menu board/order signs. Two (2) non-illuminated post signs are also included at the driveway off of Irvine Boulevard. Sign Type Quantity Illumination Drive-Thru Directional 5 Yes Menu Board (3 panels) 2 Yes Digital Order Screen w/Post 2 Yes Clearance Bar 1 Yes 4 ZA Item #1 August 24, 2023 CUP 2023-0013 "T, Page 3 Existing Pylon Sign 1 Yes Notice Post & Panel 2 No As proposed, the master sign plan demonstrates a coordinated and quality sign design which is integrated with the architectural style of the building and complies with the Tustin City Code (TCC). A prior CUP (CUP 2021-0012; DR 2021-0010; SUB 2021- 0003) authorizing the remodel and conversion of the existing (former) drive-thru dairy building was approved by the Planning Commission on November 9, 2021 (Resolution No. 4442). As a historic resource, the City's CUP approval specified that the existing pole sign be preserved and utilized for project signage for the new tenant. APPROVAL AUTHORITY: The project site is located within the Retail Commercial District (C-1). Pursuant to TCC Section 9404a(1)(p) and 9299b(3)(l), the Zoning Administrator has the authority to review and approve roof signs on buildings listed within the City's Historic Resources Survey as part of a master sign plan. Due to the request for the roof signs, the master sign plan is also being forwarded to the Zoning Administrator for review (Attachment A). The subject property is listed on the City's 2021 Historic Resource Survey. ENVIRONMENTAL REVIEW: This project is Categorically Exempt pursuant to Section 15311 (Class 11) of Title 14, Chapter 3 of the California Code of Regulations (Guidelines for the California Environmental Quality Act). RECOMMENDATION: That the Zoning Administrator adopt Zoning Administrator Action 23-005 approving CUP 2023-0013 which would allow roof mounted signage in conjunction with a master sign plan for an existing historic building at 1062 Irvine Boulevard. Attachments: A. Submitted Plans dated August 24, 2023 B. Zoning Administrator Action (ZAA) No. 23-005 • Exhibit A— Conditions of Approval 5 _JX'.'eel ba4^ery 1. 7� `va, F nor' `Sf k;fttCJISs: - , _ _ 9Groce'ry Outlet VaivoIlne Instant , Gil Change Bta,ix sa ld-, ich Company "Mf � -tr,ub-E'bt,. Walgreens a52Irvine Blvd, Drug 3tort a o 0JStln,CA 92780.USA Irvine Blvd F:.. •.�. _ .....e a ram. " T p� Irvine Blvd Sur 7a Tl ` a Irvine d •" f . f-Pto r trx can G,i11 w w t e i k Sport Clips Haircuts � � �, .,. '- of Tustin Heights Aqua Tots t % 8�5'C Bakery Schools TuE � �' r CafeTustin e� 1%r, :` PACKERS SQUARE �--ueout•Del,,e,, s ter. a IT ox Q•Ii39 Smart 8 Final Extra? Rack&Brer':s eb �??S ❑llirCrt VICINITY MAP Notb Scale N SIGN SIGN DESCRIPTION ILLUMINATED NEW OR QTY ID YES/NO EXISTING O PRIMARY WALL SIGN 16"CHANNEL LETTERS YES NEW 1 O SECONDARY WALL SIGN 36"SIREN LOGO&5"DT LETTERS YES NEW 2 O EXISTING PYLON SIGN/FACE CHANGE ONLY YES EXISTING 1 O CLEARANCE BAR YES NEW 1 61 DIF DRIVE THRU DIRECTIONAL YES NEW 1 e, DIF DRIVE THRU DIRECTIONAL YES NEW 1 JG� DIF DRIVE THRU DIRECTIONAL YES NEW 3 el I DIF DRIVE THRU DIRECTIONAL YES NEW 1 G DIF DRIVE THRU DIRECTIONAL YES NEW 1 0 DT ORDER SCREEN WI POST YES NEW 2 0 3 PANEL MENU BOARD YES NEW 2 © NOTICE POST AND PANEL NO NEW 2 PROJECT: # 90942-001 STORE # 68193 _ n IRVINE BLVD & OLD IRVINE BLVD, Tustin - STARBUCKS COFFEE �ndu atries 1062 IRVINE BLVD. TUSTIN, CA 92780 6 85'-1 1/2" Project: 77 TYP. TYP. T. SIDE KEY LEGEND ©•o 1`1111IMA1 fIRH13ASIDEAtSIDEI SIDE SIDEI mx9 A7No11X! SIDEA I \I d d I X J i0 PRIMARY WALL SIGN 16"CHANNEL LETTERS EQ EQ EQ EQ 0 SECONDARY WALL SIGN 36"SIREN LOGO&5"DT LETTERS I O EXISTING PYLON SIGN/FACE CHANGE ONLY o , N ®Sr® I N Oi CLEARANCE BAR �< Location: TYP. �I DIF DRIVE THRU DIRECTIONAL , i 1062 IRVINE BLVD. r =J _ __ J DIF DRIVE THRU DIRECTIONAL TUSTIN,CA92780 I SA N�®d 6, DIF DRIVE THRU DIRECTIONAL 33Ao�dW3 i � O Vs DIF DRIVE THRU DIRECTIONAL Client Approval: �•^ DIF DRIVE THRU DIRECTIONAL Date of Approval: � I 0 DT ORDER SCREEN WI POST � I Sales Rep: (n O 3 PANEL MENU BOARD � I Paul L. CIA ®d U © NOTICE POST AND PANEL Date: Drawn by: 33AoldA3 kJ 77 — —— — —— —— —— — 10-01-21 L.S. A 10-12-21 L.S. I I ' U Q 12-22-21 L.S. 01-19-22 L.S. A ® 01-28-22 L.S. °JND4dtld o i 33A�dIR3 N 02-03-22 L.S. o 08-07-23 L.S. SIDE B . slue a Electrical Requirement: RJH1II DRIVE THRU � 120Volts 277Volts Y X1009 TYP. Y X1001 IIRKi EA!!!i7 JNDI�40d ��� AINQ 33 TYP. A®ldW3 Y X1003 Y X1004 � ' gn \'Industries IDEA INCORPORATED 0NI11LItld AlN® SIDE B 33A®'1dW3 2101 Carrillo Privado, i• i i i i• i i is E-mail:design@signindustries.tv PLOWeb:www.signindustries.tv �J All ideas, plans or arrangements indicated TYP. O� on this drawing are copyrighted and owned by Sign Industries Incorporated and shall not SIDE ! Al be reproduced,used by or disclosed to any 'v persons,firm or corporation for any purpose SIDE B ` whatsoever without written permission of y J Sign Industries Incorporated. SITE PLAN 1 SCALE:230"=1' Drawing No 21-403 SID iA SIDE:B;o° Page:S R 1 7 — — Project: KEY LEGEND I 0 PRIMARY WALL SIGN 16"CHANNEL LETTERS O SECONDARY WALL SIGN 36"SIREN LOGO&5"DT LETTERS I ' -------------------------------------------- TA.SCREEN Location: 1062 IRVINE BLVD. TUSTIN,CA92780 CI lent Approval: CV LO Date of Approval: Sales Rep: a Paul L. EXISTING CONCRETE DRIVE-THR! o EXISTING CONCRETE DRIVE-THRU Date: Drawn by: 10-01-21 L.S. 10-12-21 L.S. 0 12-22-21 L.S. A 01-19-22 L.S. 1 NORTH ELEVATION ® 01-28-22 L.S. SCALE:3/16"=1' 02-03-22 L.S. © 08-07-23 L.S. Electrical Requirement: 120 Volts 277 Volts VT 110" 16" CV it it LO \ign j� Industries INCORPORATED EXISTING CONCRETE DRIVE-THRl1 EXISTING CONCRETE DRIVE-THRU E-mail:design@signindustries.tv Web:www.signindustries.tv All ideas, plans or arrangements indicated on this drawing are copyrighted and owned by Sign Industries Incorporated and shall not be reproduced,used by or disclosed to any persons,firm or corporation for any purpose whatsoever without written permission of Sign Industries Incorporated. 2 SOUTH ELEVATION Drawing No SCALE:3/16"=1' 21-403 Page:ELEV.1 8 — — Project: KEY LEGEND I , I ' I ' O SECONDARY WALL SIGN 36"SIREN LOGO&5"DT LETTERS I ' -------------------------------------------- 3'-0" 15'-2' T.O. TA.SCREENEN Location: 1062 IRVINE BLVD. TUSTIN,CA92780 C/L CI lent Approval: Date of Approval: CV I� Sales Rep: N Paul L. Date: Drawn by: 10-01-21 L.S. 10-12-21 L.S. 12-22-21 L.S. A 01-19-22 L.S. ® 01-28-22 L.S. EAST ELEVATION A 02-03-22 L.S. SCALE:3/16"=1' © 08-07-23 L.S. Electrical Requirement: 15'-2' ❑ 120 Volts ❑ 277 Volts TA. TA.SCiEEN ® ign N ,Industries j/ 2101 � -_� - --_ _ . INCORPORATED Privado,Ontario,CA 91761 •i• i i•i •i• i i is .. - - --- -- - - - - - All ideas, plans or arrangements indicated on this drawing are copyrighted and owned \ - - - - by Sign Industries Incorporated and shall not be reproduced,used by or disclosed to any - - _ persons,firm or corporation for any purpose - whatsoever without written permission of Sign Industries Incorporated. Drawing No 2 WEST ELEVATION 21-403 SCALE:3/16"=1' Page:E LEV.2 9 Project: 1"[25mm]black 3"X3"ALUM RACEWAY Jewelite trim 12'-10 1/2'° ATTACHED TO FASCIA D D DLocation: .040"pram]aluminum return painted 1062 IRVINE BLVD. black to match RAL 7021 M with max TUSTIN,CA 92780 20%gloss level-match sample CI lent Approval: OPRIMARY SIGN 16" ILLUMINATED CHANNEL LETTERS-QTY(1)sign area 17.11 SIDE VIEW Date of Approval: Scale:3/4" = 1' (11x17 Paper) Sales Rep: Paul L. 4.375" Date: Drawn by: ESTIMATED PRODUCT B.O.M. PER SIGN: 10-01-21 L.S. ® ®• ® ® D ® 38 Each Prism Enlighten White 6500K Modules — 26' D PN: 701269-6WEJ1—MB 10-12-21 L.S. ® 1 Each 60C1 (Damp/Dry locations) or 60W2 (Wet location) 6OW Power 12 22 21 L.S. ® ® (j1 :6ao Supply 12VDC® ® ® D 1 Each 100' Roll of Jacketed Cable 01-19-22 L.S. 4 4 5 5 5 4 3 4 4 3" ® 01-28-22 L.S. FABRICATED ALUMINUM 5 02-03-22 L.S. LETTER RETURNS AND BACK. © 08-07-23 L.S. 1"TRIM CAP SECURED WITH ILLUMINATION VIEW #8 TEK-SCREWS. Electrical Requirement: Scale:3/4"=1'(11x17 Paper) 120 Volts 277 Volts SPECIFICATIONS LED LIGHT MODULES FOR ILLUMINATION. Cabinet: Regulatory: • .040"[1 mm]aluminum returns painted black to match Sign must meet all regulations in the National Electric Code as well 3/16"THICK WHITE ACRYLIC. RAL 7021 M. as any local or state electrical codes. • Areas using black paint to match RAL 7021 M shall have a As per NEC 600.6,sign is equipped with a service disconnect max 20%gloss level,match sample. switch. DISCONNECT SWITCH. • 1"[25mm]Black Jewelite trim. Sign must be listed as an Electric Sign per Underwriters • Back to be.063"[2mm]aluminum. Laboratories UL48 and/or CSA and bear the appropriate UL,CUL 3"X3"ALUMINUM RACEWAY • 3/16"[3mm]#7328 white acrylic face. or CSA relevant certification marks. ' • Interior aluminum surfaces of sign cabinet to be painted Primary power by electrical contractor per NEC. 'I n d u st ri es white with Lacryl Starbrite. PRIMARY POWER TO SIGN LOCATION I N C o R P o R AT E D • All exposed fasteners painted black to match RAL 7021 M. 12V POWER SUPPLY FOR LED LIGHTING. BY OTHERS. • All fasteners used in the assembly of internal components shall 1/2"0 CONDUIT WITH LOW VOLTAGE WIRING. 2101 Carrillo Privado,Ontario, be coated to prevent corrosion. '' ' ' ' ' '' 930-0308 " • Internal structure of cabinet shall be per approved shop drawings. Q • Graphic elements are internally illuminated using 114"RI WEEP HOLE AT BOTTOM �•; ;- ,-. Web:www.signindustries.tv -' ■; "�;-'�•;-'��; Sloan Prism Enlighten White 6500K LED system or Starbucks approved equal. MOUNTING HARDWAREOF EACH LETTER. ■_ "■= ■= "■_ = _ "■= All ideas, plans or arrangements indicated on this drawing are copyrighted and owned *PSO�yP1��p��Q� ATTACHMENT METHODTBD. "r-. " tr+ Ttr. ,tr+.�.`r�.�,tr+ .`r�.�,tr� by Sign Industries Incorporated and shall not be reproduced,used by or disclosed to any •'. T'. �'. �'. •'. T'. �'. T'. T'. persons,firm or corporation for any purpose VoltsSize Sq.Ft. SP uL c uL 1/4 BOLTS THRU WALL * * * tr .,tr-.,tr ,tr.,`r.,tr-..`r.,tr whatsoever without written permission of Sign Industries Incorporated. 14"(356mm) 13.13 120 .7 o us 1/4"LAGS W/SHIELD * w'� - w`� w`� w`� - w'� - w`• ..`� ..`�- ..`� 1/4"LAG BOLTS �k . . . . . , . ,. . ,. . . . . . . . Drawing No 1/4"TOGGLE BOLTS ALL COMPONENTS TO BE & APPROVED 21-403 TYR CHANNEL LETTER WITH WIREWAY SECTION THRU 1 0 10 A SCALE:NOT TO SCALE Page: r Project: Design 1 #13162 36" 914mm 3" 3" _ Adjust LED lamps / (76mm (76mm spacing around 1 power supply to minimize shadowing O 3 1/2"(s9mm)- 3 3/4"(95mm) E O.C.typ. Location: E 1062 IRVINE BLVD. TUSTIN,CA92780 Co M f 6) / CllentApproval: Sloa f1 L E Q Date of Approval: i-eases:i im ra�nna� 11/4"(32mm)typ, roTI�Z 71.3 ©--- Sales Rep: Paul L. 0 DRIVE THRU2 LED Detail Section View 4 Side View Date: Drawn by: 10-01-21 L.S. T-51/4" Al 10-12-21 L.S. 0 12-22-21 L.S. A 01-19-22 L.S. O SECONDARY SIGN 36" Illuminated Logo Disc AND 5" DT CHANNEL LETTERS - Wall Mounted sign area 13.07 -QTY(2) 01-28-22 L.S. Scale: 3/4"= 1' SPECIFICATIONS: 02-03-22 L.S. Q 36"(914mm)Single faced internally illuminated wall mount logo disk.Cabinet to MOUNTING HARDWARE © 1 08-07-23 L.S. be 3"(76mm)deep,fabricated aluminum sidewalls and back.Paint cabinet —V/L- black r lite 015-2GP. 1"(25mm)black �PSp� O��~;P� 3"Deep channel Inter Electrical Requirement: rima pith square head screws retainer edging.g �k �k �k 1"(25mm)EtackTrimcap � 120 Volts 277 Volts 1/4"BOLTS THRU WALL � Q Graphics of logo to be 1 st surface 3M Translucent Scotchcal vinyl-Holly with square head screws Green#3630 76.Siren to show thru White. 1/4"LAGS W/SHIELD �k 3/16"(5mm)Vlhiteacrylic O 1/4"LAG BOLTS 'I` w/applied vinyl Q Internally illuminate logo disk with Lumificient-white LED's installed to back 1/4"TOGGLE BOLTS Mite LED illumination of disk. Power with self-contained Lumificent'"power supply contained with Disconnect switch an U.L.enclosure covered in white vinyl film. Fasten to wall with required fasteners. �caus Disk 36in S/F Illuminated Class II supply wire wall mount EVOLVED Sign must be approved by the National Electrical Code,Underwriters Laboratory,CUL,and all UL Power supply installed \i ' n e applicable local codes.Disconnect switch in primary to be within sight of sign(sign includesSize Voltsbehind wall 'Industries power supply enclosure) REF:NEC 110-3[B]600-2,600-4.Primary electrical source 1/2"(13mm) O 36"(914mm) 7.07 0.66 120 conduit minimum)REF:NEC 600-6,600-21(provided by installer). L .063 Aluminum Letter Backs INCORPORATED Wall fasteners 0• 0• 0: E-mail:design@signindustries.tv Web:www.signindustries.tv Letter Section View All ideas, plans or arrangements indicated NTS on this drawing are copyrighted and owned by Sign Industries Incorporated and shall not be reproduced,used by or disclosed to any persons,firm or corporation for any purpose whatsoever without written permission of Sign Industries Incorporated. Drawing No 21-403 Page:2.0 11 Project: BOTH SIDES ARE IDENTICAL EXISTING ROOF $I-4" TO BE PAINTED DARK GREY EXISTING PANELS 3'-0" TO BE PAINTED LIGHT GREY NEW ILLUMINATELTA 106t2 IRVINE BLVD. 36"SIREN LOGO TUSTIN,CA92780 E A CI lent Approval: NEW ILLUMINATED 5"DT CHANNEL LETTERS �- .__ Date of Approval: Sales Rep: DRIVE THRU PaulL. Date: Drawn by: 10-01-21 L.S. 3-51/4" 10-12-21 L.S. EXISTING PYLON SIGN 0 12-22-21 L.S. A 01-19-22 L.S. ® 01-28-22 L.S. 00 02-03-22 L.S. © 08-07-23 L.S. Electrical Requirement: EXISTING POST ❑ 120 Volts ❑ 277 Volts TO BE PAINTED DARK GREY DRIVE T"RU I n g Industries INCORPORATED •i• i i i •i• i i is e Web:www.signindustries.tv All ideas, plans or arrangements indicated x on this drawing are copyrighted and owned by Sign Industries Incorporated and shall not be reproduced,o used by or disclosed to any CONCEPTUAL RENDERING persons,firm r corporation for any purpose whatsoever without written permission of Sign Industries Incorporated. Drawing No EXISTING D/F PYLON SIGN/ FACE CHANGE ONLY sign area 13.07 2 1-403 Scale: 3/4"= 1' Page:3.0 12 CLEARANCE BAR - ILLUMINATED Project: SBC-# Qty. 1 MWIMi PLAN VIEW To be controlled from within building. - 7'-3"[2133-1 7'-3"[2133-1 1/4"steel and cap L 5-6"[1s7smml [4LJ�"welded Flush with T end of bar IT DRIVE THRU DRIVE THRU Baffle 4^x 12„x 1/2� Baffle • , 1l2"X 1 ill" STEEL PLATE • , aoLrs _ + V x 8"1 Thru bolts to fasten Location: both horizontal beam together 1062 IRVINE BLVD. I WELD) '' 7%2"AVK NUTSERT ' TUSTIN,CA92780 Q of S-6"c/c S-6"c/c = Client Approval: 5-6" DL1'-9" 1'-9" 5-6" Date of Approval: Vinyl graphics to be applied 2"x5"016" NOTE: on the non-mill seam face steel rectangular tube VERIFY DIMENSION of steel tubing. painted to match PMS 560 green. ON SITE-VERY LOW.. CANOPY Sales Rep: NOTE:Clearance bar height Paul L. steel may require adjustment to stl t 114" accommodate curb and/or steel tube painted black x Date: Drawn by: foundation Manufacturer height. to match RAL 7021 M-match sample g 10-01-21 L.S. to provide(2)2'-6"[762mm]cable w ti lengths for such adjustment in 10 12 21 L.S. o 12-22-21 L.S. 01 19 22 L.S. painted to match ® 01-28-22 L.S. FONT: SoDo Sans PMS 560 green 02-03-22 L.S. n CLEARANCE 3 1/4" © 08-07-23 L.S. Front View Placard-Graphic Details Copy to be 3M#680-10 white Electrical Requirement: p Scotchlite reflective vinyl film p SCALE:3/4"=V-0" 120 Volts 277 Volts <J� Bottom View(ab.Placard-Graphic Details painted to match PMS 560 green QFront Elevation View Riaht Side View SCALE:112"=V-0" gn SIGN SPECIFICATIONS: 'Industries Scraper Bar: DT Cabini INCORPORATED • 2"x 5-6"x 5"steel tube painted to match PMS 560 green. 16"x 66"x 4"w/3"Radius Top Corners Fabricated.090"[2mml aluminum housing painted black to match RAL 7021 M • Flush steel end caps painted to match PMS 560 green. Drive Thru copy backed up with.125"white polycarb.All polycarb face elements to be attached to aluminum face panel with weld studs. • Copy and chevrons to be 1 st surface computer cut 3M#680-10 white Scotchlite reflective vinyl film. The red"X Closed X"copy is routed and backed with 2423 Red acrylic with light diffuser on 2nd surface. A baffle will be located between Web:www.signindustries.tv Bottom striping to be 1 st surface computer cut 3M#680-10 white Scotchlite reflective vinyl film. "Drive Thru"and"X CLOSED X". "Drive Thru"copy will be illuminated when the lane is open. "Drive Thru"copy will turn off and"X CLOSED X" Striping extends 3/8"[10mi onto front face. copy will be illuminated when the lane is closed. Suspend from support with SS cable&hardware.Cable provided requires field Welded aluminum construction with no visible fasteners. All ideas, plans or arrangements indicated adjustment for proper clearance height. on this drawing are copyrighted and owned 1 p p 9 All fasteners used in the assembly of internal components shall be coated to prevent corrosion. by sign Industries Incorporated and shall not Internal structure of cabinet shall be per approved shop drawings. be reproduced,used disclosed to any persons,firm or corporraa ortion for any purpose • Graphic elements are internally illuminated using Sloan Prism Enlighten LEDs.LED's to be mounted whatsoever without written permission of COLORon back of cabinet with self-contained power supply. All electrical components are removable for service. sign Industries Incorporated. Support or Drawing No • Supporting structure will be all welded steel tube construction painted black to match RAL 7021 M as per approved shop drawings. so c NA New foundation may be required. 1'403 - RAL 7021 M 3M 3630-22 Clearance bar will be mounted on a concrete pedestal. Will be attached with anchor bolts and base plate(engineering to be confirmed) Note: GC responsible for placing qty. two (2) 3 position switches inside of the building REFL.WHITE 3M 680-10 adjacent to the pick up window and responsible for running the 4 switch controlled Page:4.0 13 circuits to the clearance bar footer when footer is poured. Project: 0'-4" NOTE: TOTAL OF 3 SWITCHES REQUIRED DISCONNECT SWITCH LED AND POWER SUPPLIES DRIVE THRU COPY 10 C LOCATED INSIDE CABINET ROUTED OUT FROM ALUM FACE 1 1/2"ALUM ANGLE Location: BACKED UP W/1/8"WHITE ACRYLIC (NOTE:ACRYLIC PANEL MUST BE REMOVABLE) CABINET FRAME 1062 I BLVD. WELDED CONSTRUCTION TUSTIN,CA CA92780780 ALUM BAFFLE(TO PREVENT LIGHT LEAKS) 16" CI lent Approval: REMOVABLE BACK PANEL FOR ACCESS Date of Approval: RED LED'SAND POWER SUPPLIES CLOSED COPY 10 LOCATED INSIDE CABINET Sales Rep: ROUTED OUT FROM ALUM FACE Paul L. BACKED UP W/1/8"WHITE ACRYLIC LED AND POWER SUPPLIES Date: Drawn by: AND SMOKED TRANSLUCENT VINYL LOCATED INSIDE CABINET 10-01-21 L.S. APPLIED TO FACE DISCONNECT SWITCH (NOTE:ACRYLIC PANEL MUST BE REMOVABLE) 10-12-21 L.S. 0 12-22-21 L.S. #14 X 2"HWH Zinc plate steel self tapping screws 3 01 19 22 L.S. 01 28 22 L.S. LOW VOLTAGE WIRE FISHED ® TO CENTER POST/BASE 02 03 22 L.S. © 08-07-23 L.S. Electrical Requirement: Tab to 120 Volts 277 Volts tube7th' 3l8"thick steel mounting tab-weld to bottom of cross bar(2 req'd) Type 30 for 3116" Type 304 S.S.oval compression sleeve for 3116"S.S.wire rope "shall be installed in shoplfactor ice" y� (do not paint) U u d, 3116"dia.type 316 S.S.wire rope � m (7x19 strand core)(do not paint)Cr $,NCO Type 304 S.S.thimble Cr Type 316 S.S.wire rope clip for 3116" for 3116"wire ro e t wire rape(2 clips req'd each cable) rl d U Stries pyp "use(2)S.S.nylon insert Iocknuts R P O R AT E D (do not paint) per clip"(do not paint)-tighten nuts to 7.5ft-lbs of torque i• i i i i• i i is Tab to\\ E-mail:design@signindustries.tv tube/ 31161, Web:www.signindustries.tv 3l8"thick steel mounting tab-weld to top of placecard(2 req'd) Placecardgraphics- All ideas, plans or arrangements indicated applied to non-seam on this drawing are copyrighted and owned face of tube by Sign Industries Incorporated and shall not be reproduced,used by or disclosed to any persons,firm or corporation for any purpose whatsoever without written permission of Sign Industries Incorporated. 2"SU/16"steel tube placecard (mill seam on tube shall be on the Drawing No departure side of the clearance bar) 21-403 s 0 End Section View 41 Page: . 14 Project: 14'-10" _ DESIGN CRITERIA: _ 7'-3" 7'-3" 1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH CONNECTION PER ASCE 7-16 DETAILS HEREON BASIC WIND SPEED: 130 MPH RISK CATEGORY: II EXPOSURE 12" SITE CLASS: DTEGORY: C I 2" 2" 8" 2" OCCUPANCY CATEGORY: II SEISMIC DESIGN CATEGORY: D -------------------------- I ------------------------------ 11 _ 5/16 TYP. IMPORTANCE FACTOR: 1.0 / • 5/16 AMPLIOFNCATION FACTORSE : Ap FACTOR: Rp=3.0 Location: 3 -' 1062 IRVINE BLVD. 4" - GENERAL NOTES: TUSTIN,CA92780 `\ 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 1'-9" 5'-6" 1 I II 1 LATEST EDITIONS OF THE STANDARD N= N SPECIFICATIONS FOR PUBLIC WORKS Client Approval: N j 14" oo 2 I� CONSTRUCTION, THE 2022 CALIFORNIA BUILDING i" 2 7" 2 1" \\ CODE (CBC), AND 2018 INTERNATIONAL BUILDING N �/ CODE (IBC). Date of Approval: N = I ~_~ �� ® 2. ANY CONFLICTS BETWEEN THESE DRAWINGS, 1 r 4 �� // STANDARDS NOTED HEREIN, PROJECT a IL—_J _ i j REQUIREMENTS. AND OTHER REFERENCE Sales Rep O O O o> DOCUMENTS SHALL BEE BROUGHT TO THE ATTENTION OF THE CIVIL ENGINEER, WHERE Paul L. I I 10 CONFLICTS OCCUR, THE MOST STRINGENT oo 1/4 REQUIREMENTS SHALL BE FOLLOWED. Date: Drawn by: 1 TYP. 11" 8" 3. PROVIDE ISOLATION OF DISSIMILAR MATERIALS 7 1 1/4 1/4 10-01-21 L.S. BASE PLATE PER j 1/4 TYP• 1/4 STEEL: DETAIL HEREON 1'-9" 1/4 30 10 12 21 L.S. MIN. 1. SQUARE/REC HSS STEEL: ASTM A500GR. B N CONNECTION DETAIL (TOP VIEW) BASE PLATE DETAIL (PLAN VIEW) 2 PLATE STEEL: ASTM A36 Fy=36 KSI 0 12-22-21 L.S. FINISH GRADE AND 1 3. STRUCTURAL STEEL MEMBERS SHALL BE CURB (BY OTHERS) /— 1 1/2" = 1'-0" 1" = 1'-0" SHEARED, FORMED, PUNCHED, WELDED, AND 3� 01 19 22 L.S. ¢" PAINTED BY THE MANUFACTURER. ALL SHOP CONNECTIONS__ ____ti r _ 1" 2" 1" CONFORMANCESWITH STANDARDS BASED UPON ®HALL BE WELDED IN 01 28 22 L.S. ------= -- - 5 THE CURRENT EDITION OF ANSI/AWS D1.1. 02 03 22 L.S. O 4" x 4" x 1/4" SQ. HSS FRAME PER ELEVATION AND 9 d WELDERS AND WELDING OPERATORS SHALL BE --g -- --- BASE PLATE DETAILS HEREON. 10 m 8 (3) SIDE QUALIFIED AS PROVIDE IN H © 08-07-23 L.S. O 1" THK. STEEL BASE PLATE (12%12") PER BASE �`' 1 I I 1/4 CONCRETE: PLATE DETAIL HEREON. ^ Electrical Requirement: 1 I 1. DESIGN AND CONSTRUCTION IN COMPLIANCE TO (4) 3 1/2" x 3 1/2" x 3/4" STEEL GUSSET PLATE I 61 1 s 6 120 Volts 277 Volts PER BASE PLATE DETAIL HEREON. �' ACI 318-14.O (2) 3" x 3" x 1/2" STEEL GUSSET PLATE PER DETAILS w 4I I 4 7 1/4 2 GRADE 6STEEL EOINFORCEMENT IN CONCRETE ASTM A615 g o I I I I HEREON. I I 1 4 I I 3. COMPRESSIVE STRENGTH AT 28 DAYS: f'c=2500 O 3/4" THK. MOUNTING PLATE(14"x4") PER DETAILS 11 I 1 1 1 1/4 4. PROVIDE E A MINIMUM 3" CONCRETE COVER OVER HEREON. 1/4 s 3 4" THK. BASE PLATE 7"x4" PER DETAILS HEREON 1" 2" 1" ALL EMBEDDED STEEL. Q / ( > (1) SIDE 5. CONCRETE MUST BE POURED AGAINST O (2) 1/2"0 HOG THRU BOLT PER ASTM A325 WITH HEAVY 30" 0 4" 1/4 UNDISTURBED EARTH SOIL. 6. SOIL PASSIVE PRESSURE PER CBC CLASS 5 (100 HEX HEAD HARDWARE PER DETAILS HEREON. ELEVATION VIEW ENLARGEMENT DETAIL CONNECTION DETAIL (SIDE VIEW) PCF). O (8) 1/2"0 HDG THRU BOLT PER ASTM A325 WITH HEAVY HEX HEAD HARDWARE PER DETAILS HEREON. 3/8" = 1'-0" 1 1/2" = 1'-O" 1 1/2" = 1'-0" �'\ ign 9 (4) 3/4"0 THREADED HOT DIPPED GALVANIZED HEAVY HEX 0 PREPARED BY: Industries BOLT(ASTM F1554 GRADE 55) WITH GALVANIZED HARDWARE STAR B U C KS DRIVE T H R U S I G N AG E INCORPORATED PER ELEVATION AND BASE PLATE DETAIL HEREON. R%p f E S S/0* io HORIZ: (3) 14 TIES AT 5" O.C. TOP � 0 R4,yo�Fy YR ENGINEERING LP CLEARANCE BAR DETAILS Privado,Ontario,CA 91761 Carrillo 2101 (3) #4 TIES AT 6" O.C. TOP 30" o J VARIOUS LOCATIONS CALIFORNIA '' ' ' ' '' ' ' '' (3) #4 TIES AT 12" O.C. REMAINDER m 2048 GREEN BROOK LN. E-mail:design@signindustries.tv VERT: (6) #6 BARS SPACES EVENLY AROUND W No. 89832 m PASO ROBLES, CA 93446 PREPARED FOR: SIGN INDUSTRIES, INC. Web:www.signindustries.tv PERIMETER CLEARANCE 3" MIN. TO EDGE OF CONC. PHONE: (626) 374-5881 11 CONCRETE FOOTING PER PLAN AND SPECIFICATIONS HEREON. * * • IV AVRCHECKED BY: YR JOB NO: 2228-00 SHEET: 1 OF 2 F EMAIL: YRAMOS@YRENGINEERING.COM All ideas, plans or arrangements indicated DISREGARD PRINTS BEARING on this drawing are copyrighted and owned �2-�5-22 by Sign Industries Incorporated and shall not EARLIER REVISION DATES be reproduced,used by or disclosed to any persons,firm or corporation for any purpose whatsoever without written permission of Sign Industries Incorporated. Drawing No 21-403 Page:4.2 15 Project: WIND LOADS PER ASCE 7-16: SQUARE HSS TUBE COLUMN DESIGN: CANTILEVER CONNECTION CHECK: _ (29.3-1) F=qn'G"CreA, (26.10-1) q==0.00256`K,'Kx'Ku`K,"V1 Fy: 46 W 1­-Ilia.: 27 ft' Mu: 13.52 K-11 Tensile Strength LRFD Risk Category: II E: 29000 W Wind lnad 49.15 psf Vu: 1.34 kips WidthpF- 4 in Fy= 36 hi cat=0.90 (26.5) Wind Speed(V): 130 mph per ATC Council Square Member Design Thkpl= 0.75 in Ftr= 58 ksi ct=0.75 (Tahie26.6-1) Directional Far.(Ka): 0.85 (Table 26.6-1) Size H(in) 4. h/t= 14.2 dia e= O5 in (26.7) Exposure Category: C Size B(in): 4 b/t-- 14.2 t(in): 1A KL/r-- 186.9 Num n= 2 ea.(perpendicular to load) (26.8.2) Topo Fac.(Ka): I (unless unusual terrain] U 1 (Table D3.1) Length(it); u Fe= 8.14 ksl(E3-0] (26.9) Ground Elev.Fac(K,): I {for all elevation) K: 2 Max KL/r- 196.9 AE- 3-DO rn (26.11) Gust Effect Fac(GI: 0.85 s(height of affected area) 2.083 k A,(in'): 350 a.nsgrttE/Fy)= 118.3 A- 206 W r(in): 1.54 Use: Eq.2 Govems Ae ADU= 2.D5 in' h(height) 12.042 It 2 in%: 4-96 Fcr= E.1 4.39 E3-2 Location: ( I q f 1 Pn=FyAg= 108 kips rp,Pn= 97 kips (AISC14-1) 8(width of.ffected area) 14.83 ft S(in'); 4.16 - Eq.2 7.19 (E3-3) Pn=FuAe= 120 kips +tPn= 90 kips (AISCM 21 1062 IRVINE BLVD. s/h= 0.17 1(in•l: 9.32 Flange: b/t= 14.2 <1.12V(E/Fr)(Ap)= 23 True,Section is Compact TUSTIN,CA92780 R/s= 7.12 w (lb): 153 b/t= 14.2 <1.40V(E1F,)Wl - 35 False,Try other Force Co=_fficient(C,): 1.95 Rn=0.6FuAnv+UbsFuAnt< D.6FyAgv+UbsFuAnt (AISC J4-5) be= 3.96 Web: h/t= 14.2 <2.42V(E/F,)(Ap)= 61 True,Section is Compact Velocity pressure exposure coefficient(K.): (Table 29.3-1) Dist-To Edgy 3.5 in(parallel to load) 5e= 435 h/t= 14.2 <5.70d(E/F I(hr)= 143 False,Try other far s/h-1,add 10K. ASCE fig.29.4-1 therefore: 1.0 LRFD h---090 Dist.To Edge-- 3 in(perpendicular to load) Client Approval: Structure Table 26.10-1 G'C. Ar Shear Wind Moment Flexural Bucklin Pn=FcrA OP- 22.65 kip, lesp Ubs 0.5 0-5) Height at ( ) q= 9=� g: K Ps Component section cg.ft Kt factor psf psf )tz Ih la ftYield Moment Mn.Mp=Fy5 �Mn- 1+t.?`. Num b= 2 ea.(parallel to load) 1 11.375 0.95 31.26 49.15 14.67 721 8202 Plastic Moment Compact Shapes Mn=MP=FyZ oMn= Agv= 2.63 W Date of Approval: 2 10.542 0.95 31.26 49.15 5 246 2591 L-ral Buckling: Mon C-mpac Shapes Flange Mn=Mp-(Mp-FyS)13.57b/t V(FV/E)-4.0) 4,Mn - An- 1.92 in' 3 8.71 0.85 31.26 49.15 4.58 225 1961 Loral Buckling: Non Compact Shapes Web Mr=Mp-(Mp-FyS)(0.305h/tdtFy/EI-0.739) OM- Ant- 2-D2 m 4 8.615 0.85 31.26 49.15 1 49 423 Local Buckling: Slender Shapes Mn=FySe DO NOT USE 'hm- 15.00 kin IrF-a) Rn=0.6FLAnV+UbsFuAn1 175 kips Sales Rep: 5 5.169 0.85 31.26 49.15 1 49 254 Shear Strength: Vn=0.6fyAwCv Ova= 38.15 kips Icz-p Ro(Upper Limit)- 115 kips 4xPn= 86 kips (AISC14-5) 6 1.723 0.85 31.26 49.15 1 49 85 Zreq: 3.92 choose 4.96 i 3 OKAY 0.79 Paul L. Forces atfioish grade 27 1339 13516 rn Base Plate Check DIRECT BURIAL FOOTING: SQUARE HISS TUBE ARM DESIGN: Size: Nominal Yield Moment Date: Drawn by: WL= 49,15 psf Mu- I-27 k-ft t: EE75 in Mnp=Fy"Z: 10.13 kin 10-01-21 L.J. M.: 13.52 k-k (0.6Mu): 8.11 k-ft - 1.3 lactsosa2 L=(a+b)= 7.25 ft 15.24 k-in S: 2 in rbe.- 0.9 vx 1.34 kips (0.6Vu): 0.30 kips P 1.04 kips 51: Sxd/3 511.75 psf iec isoai Area. 163 rbIt' Vu= 0.56 kip Ann: I in DeM„a: 0.84 lk-iOK � 10-12-21 L.S. P=WLxA Sfi3 fb beff: 2 in Demand/Capacity: 0.84 OKAY Base 2.5 k dia. 1068.00 S­34 a= 2.75 ft T8rp 7.62 kip At 1 bu is Depth 5,75 Ft deep A, 2.34"P/(Shilb) 1.91 ft IeC....2.1 2 12-22-21 L.J. h= 4.5 ft Tb= 7.52 kip/bolt Steel A36 Nominal Yield Moment h 10.09 k S 267 psf/ft d: D.SA(1+J(1+(4.36hA)] 5.64 ft Vu= i6s Mu PL. 7.6 kin F1uva: 36 ksi Mnp=Fy"Z: 10.13 k-in Mu- 253 (b-ft 3 01-19-22 L.S. lac T4bletsos.2 Delta= 0.23.23 in Ftyw: 36 ksi fie: 0.9 Di.: 30 in fy= 40 ksi L/240= 0.36 in OKAY S(in')= 0.188 Ftyw: 36 ksi QseM„e: 9.11 kin 01-28-22 L.S. Z(W)= 0.281 Kt, 1 Dem-cl/Capacity: 0.84 OKAY 4 Ds: 22 in PC= 2500 Psi 706.9 inz f, 300 si Size H(in) 4 h/r- 14.2 p SL-Rtin] a h/t 142 5 02 03 22 L.S. wh,t y=Meth-d,equ;xal,rto cta gl, t(in). 1/4 KL/r- 112.9 f,...;-C,.: 15 in Length(ftl: 7.25 Fe= 22.45 ksi(E3d) © 08-07-23 L.S. h„-C.S' - 24 in Amaum of Aebar K: 2 Max KUr- 112.9 h,K=Ag;1-— 29 in 6 A,(in): 3.50 4.71sgrt(E/Fy)= 118.3 Electrical Requirement: d: 19 r(in)- 1.54 Use: Eq.1 Governs �s �s Rar No. 5 2(in'): 4.96 Fcr- Eq.1 1951 (E3-21 ❑ 120 Volts ❑ 277 Volts 1.9Mv= 17.57 k-ft ❑ia.: 0.625 5(Ln'): 4.16 - Eq.2 19.69 (E3-3) 0.25 in Area: 0.31 inz I(m`I: 832 Flange: b/t= 14.2 <1.12V(E/F,)(1p)= 28 True,Seotign is Compact wt ph): 93 b/t= 14.2 <1.4(dtE/Fr)(1r)= 35 False,Try other Req.As: 0.25 inz As= 0.92 Inc be= 3.96 Web: h/t= 14.2 <2.42,(E/FV)(hp)= 61 Tme,Section is Compact Req a= 0.16 in p: 0.0D26 10.0018 So= 4,35 h/t- 14.2 c5.70d(E/F,V(k)= 143 False.,Try other Req.Ar,: 0.49 in' OKAY LRFD &=0.90 Flexural Buckling: Pn=Fo Ag oPe= 6I.53 kips ira11 BASE PLATE DESIGN: weld M-ment: M-MP=FyS 4,Mn= 14.35 k-k Plastic Moment: Compact Shapes W1n=M1:,FV7 epMn= 17.10 k-k In-u Size: Nominal Yield Moment Loral Bukling Nan rampart Shapes Flor M M(*fMF.Fy_ll_.Syl rtilFy/EI dA) 4Mn= 12.54 k-k 1F/-21 . Mu= 13516 k-ft t: I in Mnp=Fy4Z: 36.00 k it Local Becklin Non Lc�,yact}hap..Weh til ti M F \k l g: 1 f.iu,303I'rt•iIFY/E)-0.738) ¢Mn= t865 k-ft in-21 162.20 k-in 5: 8 in 1e: 0.85 L-ral Buckling: Slender Shapes I F,�_z ➢O NOT USE 4,Mn= 15.00 k in Irr-ui Vu= 1.3 rn 4 kip Arm: 2 in �aM„e: 30.60 k-in Shear Strength: a utiyAwCv 4tVn= 38.15 kips Irzal 9 beff: 4 in Demand/Capacity- 0.66 OKAY Industries Tgrp 10.14 kip n: 2 � PREPARED BY: STARBUCKS DRIVE THRU SIGNAGE INCORPORATED T6= 10.14 kip/bolt Steel A36 Nominal Yield Moment Mu PL= 20.3 k-in Ftuw: 36 eri Mnp=Fy"Z: 36.00 k-in QROF E S S/ON , ,, � �y YR ENGINEERING LP CLEARANCE BAR DETAILS ,. .�„•; ,, tario,CA 91761 Ftyw: 36 ksi �e, a.9 R ,0308 ��, �`�PR ,� �. S(in')= 0.667 Fcyw: 36 ksi NM_ 32.40 k 1" s 2048 GREEN BROOK LN. VARIOUS LOCATIONS, CALIFORNIA E-mail:design@signindustries.tv Web:www.signinclustries.tv Z(W)= 1.000 Kt: I Demanc69=apadty', Cx, OKAY No. 89832 PASO ROBLES, CA 93446 PREPARED FOR: SIGN INDUSTRIES, INC. PHONE: (626) 374-5881 All ideas, plans or arrangements indicated IV CHECKED BY: YR JOB NO: 2228-00 SHEET: 2 OF 2 on this drawing are copyrighted and owned OF CAL E EMAIL: YRAMOS@YRENGINEERING.COM by Sign Industries Incorporated and shall not II1��IjI1�III�IjII�� �p DISREGARD PRINTS BEARING be reproduced,used by or disclosed to any EARLIER REVISION DATES 1 2-15-22 persons,firm or corporation for any purpose whatsoever without written permission of Sign Industries Incorporated. Drawing No 21-403 Page:4.3 16 1'-6 1/2" 1, �„ Project: SIDE 6 1/4" 1/4" typ tYp N CO ----------- ---------------------- Cl) /4" o tYp o 0 1/4" 21/2"X 11/2"ALUM Yp 1/4"ALUM FACE Location: TUBE POST/FRAME ROUTED OUT LOGO AND COPY 0'-4" � 1062 IRVINE BLVD. W/WELDED TABS W/1/2"CLEAR ACRYLIC PUSH THROUGH TUSTIN,CA92780 WELDED CONSTRUCTION ATTACHED TO FRAME 1/4"EXTENDING BEYOND FACE 2 1/2"X 1 1/2"ALUM TUBE 5/8"ALUM PLATE J-BOX LOCATED @ BASE W/COUNTERSUNK SCREWS WELDED TO ALUM PLATE 1/8"CLEAR ACRYLIC BACKER Client Approval: O CABINET SECTION DRAWING Scale: 3"= 1' PLATE DETAIL Date of Approval: Scale: 3"= 1' 1'-61/2" COLOR LEGEND Sales Rep: ii 12 1/2" a ■Pmii i3 JVINYL Paul L. o PMS 560 C N/A BACK VIEW Date: Drawn by: E—MPMS 3425 C 3M 3630-126 10 01 21 L.S. - RAL7021M NA 10-12-21 L.S. SIDE A � 12 22 21 L.S. V-6"FRAME WIDTH 01-19-22 L.S. 1'-6 1/2" 1/4" 1/4" 1/4" 1/4" 1/4" 4&,,;,�-,),OSIoanLEU ® 01-28-22 L.S. 1/4"ALUM FACE REMOVABLESIGN CABINET TO BE Leaders in LED Technology PAINTED TO MATCH PMS 560C = INTERNALLY ILLUMINATED Sieade_rs I Tel9hnology0S.676.3200 � 02-03-22 L.S. AROUND= SIGN AREA 3.125 UL Label W/S OAN POSTERBOX Tall-t�eaas7nzaLeo Pax805.676.3206 © 08-07-23 L.S. rn MINI6500K Weatherproof Electrical Requirement: disconnect switch ❑ 120 Volts ❑ 277 Volts with sealing boot = cfl W c�I CO _ W M Q 0 2 li 21/2"X 11/2"ALUM TUBE ROUTED OUT COPY °O WELDED TO ALUM PLATE 2"1 W/1/2"CLEAR ACRYLIC PUSH THROUGH L? 3M WHITE TRANSLUCENT OVERLAY M ' � 21/2"X 11/2"ALUM TUBE POST/FRAME 1/4" J-BOX LOCATED �lfdC tries ALUM BASE PLATE COVER @ BASE INCORPORATED o WELDED CONSTRUCTION PAINTED SATIN BLACK /ALUM PAINTED SATIN BLACK U 5/8"ALUM PLATE PLATE --------- E-mail:design@signindustries.tv o LWeb:www.signindustries.tv n CO rAI a y d a d All ideas, plans or arrangements indicated .1 _ x a on this drawing are copyrighted and owned ° x ° by Sign Industries Incorporated and shall not 1/2"DIAM ANCHOR RODS _ be reproduced,used by or disclosed to any persons,firm or corporation for any purpose whatsoever without written permission of V-8" 2'-0"DIAM FOOTING a ° a ,a ° a Sign Industries Incorporated. 2'-0"DIAM FOOTING SIDE VIEW v d v d Drawing No FRONT VIEW 1 a 2'-'0a DIAM FOOTING 2'-'0a DIAM FOOTING 21-403 ® D/F DRIVE THRU ILLUMINATED DIRECTIONAL SIGNS Qty (1) CONCRETE FOOTING 2500 PSI a a a a a a see sheet 9.1 for footing) rebar details a a Page:5.0 17 Scale: 1"= 1' ° 4 ° 4 V-6 1/2" V-7" SIDE 6 Project: 1/4" typ _ N Cfl --------- �.----------------------- C? N o ---------------------- typ o 2 1/2"X 1 1/2"ALUM typ typ 1/4"ALUM FACE Location: TUBE POST/FRAME ROUTED OUT LOGO AND COPY 0'-4" 1062 IRVINE BLVD. W/WELDED TABS W/1/2"CLEAR ACRYLIC PUSH THROUGH TUSTIN,CA92780 WELDED CONSTRUCTION ATTACHED TO FRAME 1/4"EXTENDING BEYOND FACE 2 1/2"X 1 1/2"ALUM TUBE 5/8"ALUM PLATE J-BOX LOCATED @ BASE W/COUNTERSUNK SCREWS WELDED TO ALUM PLATE 1/8"CLEAR ACRYLIC BACKER Client Approval: O CABINET SECTION DRAWING Scale: Y= 1' PLATE DETAIL Date of Approval: Scale: 3"= 1' V-6 1/2" COLOR LEGEND BACK VIEW Sales Rep: ii o 2 1/2 /�I� VINYL Paul L. PMS 560 C N/A Date: Drawn by: PLAN VIEW I—M PMS 3425 C 3M 3630-126 10-01-21 L.S. - RAL7021M NA 10-12-21 L.S. SIDE A � 12 22 21 L.S. V-6"FRAME WIDTH 01-19-22 L.S. 1'-6 1/2" 1/4" 1/4" 1/4" 1/4" 1/4" + ® 01-28-22 L.S. SIGN CABINET TO BE .!��� SI©a n L E D 1/4"ALUM FACE REMOVABLE �,, Leaders in LED Technology PAINTED TO MATCH PMS 560C INTERNALLY ILLUMINATED SloanLED-com Td8a5.676.3200 5 02 03 22 L.S. O° AROUND PERIMETER Toll-rr�e888.747.4EED Pax805.676.3206 SIGN AREA 3.125 UL Label W/SLOAN POSTERBOX © 08-07-23 L.S. MIN16500K 2"� , � Weatherproof � Electrical Requirement: D disconnect switch In V�n E ❑ 120 Volts ❑ 277 Volts with sealing boot = 2 - UHQU 0fl M = (V W 71 M � 0-1 CD 21/2"X 11/2"ALUM TUBE ROUTED OUT COPY °O WELDED TO ALUM PLATE W/1/2"CLEAR ACRYLIC PUSH THROUGH �, 0 3M WHITE TRANSLUCENT OVERLAY M ' � 21/2"X 11/2"ALUM TUBE POST/FRAME 1/4" J-BOXLOCATED �lfdC tries ALUM BASE PLATE COVER @ BASE INCORPORATED o WELDED CONSTRUCTION PAINTED SATIN BLACK /ALUM PAINTED SATIN BLACK U 5/8"ALUM PLATE PLATE E-mail:design@signindustries.tv oWeb:www.signindustries.tv a 4 0,_7„ CO rAI a y d a d All ideas, plans or arrangements indicated .1 _ x a on this drawing are copyrighted and owned ° a ° by Sign Industries Incorporated and shall not 112"DIAM ANCHOR RODS ill _ be reproduced,used by or disclosed to any persons,firm or corporation for any purpose whatsoever without written permission of 1'-8" 2'-0"DIAM FOOTING Sign Industries Incorporated. 2'-0"DIAM FOOTING SIDE VIEW v d v d Drawing No FRONT VIEW 1 a 2'-'0a DIAM FOOTING 2'-'0a DIAM FOOTING 21-403 D/F DRIVE THRU ILLUMINATED DIRECTIONAL SIGNS Qty (1) CONCRETE FOOTING 2500 PSI a a a a see sheet 9.1 for footing) rebar details ° ° as ° ° a a Page:6.0 �$ Scale: 1"= 1' 4 V-6 1/2" V-7" SIDE 6 Project: 1/4" 1/4" typ typ N n? Cfl --------- �.----------------------- 1/4" N o o • -------------------------- typ o 1/4" 21/2"X 11/2"ALUM yp 1/4"ALUM FACE Location: TUBE POST/FRAME ROUTED OUT LOGO AND COPY 0'-4" 1062 IRVINE BLVD. W/WELDED TABS W/1/2"CLEAR ACRYLIC PUSH THROUGH TUSTIN,CA92780 WELDED CONSTRUCTION ATTACHED TO FRAME 1/4"EXTENDING BEYOND FACE 2 1/2"X 1 1/2"ALUM TUBE 5/8"ALUM PLATE J-BOX LOCATED @ BASE W/COUNTERSUNK SCREWS WELDED TO ALUM PLATE 1/8"CLEAR ACRYLIC BACKER Client Approval: O CABINET SECTION DRAWING Scale: Y= 1' PLATE DETAIL Date of Approval: Scale: 3"= 1' V-6 1/2" Sales Rep: 1 V "Ml Paul L. ch 22 1/2 PMS 560 C N/A BACK VIEW o Date: Drawn by: PLAN VIEW - PMS 3425 C 3M 3630-126 10-01-21 L.S. - RAL 7021 M NA - TBV TBV 1 10-12-21 L.S. SIDE A � � � 12-22-21 L.S. V-6"FRAME WIDTH 01-19-22 L.S. 1'-6 1/2" 1/4" 1/4" 1/4" 1/4" 4&;�,�-,),IoSloanLEU ® 01-28-22 L.S. SIGN CABINET TO BE 1/4"ALUM FACE REMOVABLE Leaders in LED Technology PAINTED TO MATCH PMS 560C = INTERNALLY ILLUMINATED SloanLED-com Td80S.6763200 02 03 22 L.S. AROUND SIGN AREA 3.125 UL Label W/SLOAN POSTERBOX Tall-f�peg8�4�.4�Eo Eax805.fi76.3206 © 1 08-07-23 L.S. MIN16500K Weatherproof �n � n n � Electrical Requirement: � 2" disconnect switch A H � ❑ 120 Volts ❑ 277 Volts with sealing boot = (V M Q o 'i 21/2"X 11/2"ALUM TUBE ROUTED OUT COPY °O WELDED TO ALUM PLATE W/1/2"CLEAR ACRYLIC PUSH THROUGH n 3M WHITE TRANSLUCENT OVERLAY M 'gn 21/2"X 11/2"ALUM TUBE POST/FRAME 1/4" J-BOX LOCATED 'Industries ALUM BASE PLATE COVER @ BASE INCORPORATED o WELDED CONSTRUCTION PAINTED SATIN BLACK /ALUM PAINTED SATIN BLACK U 5/8"ALUM PLATE PLATE L ----- E-mail:design@signindustries.tv oWeb:www.signindustries.tv JiY a 4 O'-/7 n CO rAI a y d a d All ideas, plans or arrangements indicated _ x a on this drawing are copyrighted and owned ° it by Sign Industries Incorporated and shall not 1/2"DIAM ANCHOR RODS _ be reproduced,used by or disclosed to any persons,firm or corporation for any purpose whatsoever without written permission of V-8" 2'-0"DIAM FOOTING a ° a ,a ° a Sign Industries Incorporated. 2'-0"DIAM FOOTING SIDE VIEW v d v d Drawing No FRONT VIEW 1 a 2'-'0a DIAM FOOTING 2'-'0a DIAM FOOTING 21-403 ® D/F DRIVE THRU ILLUMINATED DIRECTIONAL SIGNS--- Qty (3) CONCRETE FOOTING 2500 PSI d ° a a see sheet 9.1 for footing) rebar details ° ° as a a ° Ida a Page:7,0 19 Scale: 1"= 1' 1'-6 1/2" 1' 7" SIDE 6 Project: 1/4" 1/4" typ tYp N CO M 1/4" o O tYp o E • F I I -t— z I - @ 1/4" 21/2"X 11/2"ALUM Yp 1/4"ALUM FACE Location: TUBE POST/FRAME ROUTED OUT LOGO AND COPY 0'-4" 1062 IRVINE BLVD. W/WELDED TABS W/1/2"CLEAR ACRYLIC PUSH THROUGH TUSTIN,CA92780 WELDED CONSTRUCTION ATTACHED TO FRAME 1/4"EXTENDING BEYOND FACE 2 1/2"X 1 1/2"ALUM TUBE 5/8"ALUM PLATE J-BOX LOCATED @ BASE W/COUNTERSUNK SCREWS WELDED TO ALUM PLATE 1/8"CLEAR ACRYLIC BACKER Client Approval: O CABINET SECTION DRAWING Scale: 3"= 1' PLATE DETAIL Date of Approval: Scale: 3"= 1' 1'-6 1/2" a �, Sales Rep: Paul L. 22 1/2"o - PMS 560 C N/A Date: Drawn by: PLAN VIEW - PMS 3425 C 3M 3630-126 10-01-21 L.S. - RAL7021M NA BACK VIEW TBV 1 10-12-21 L.S. SIDE A 0'-3" 0'-3" 0 12-22-21 L.S. 1'-6 1/2" 1/ 1' 6"FRAME WIDTH 1/„ 01 19 22 L.S. 1/4 4&;�,�-,)'IoSloanLEU ® 01-28-22 L.S. SIGN CABINET TO BE 1/4"ALUM FACE REMOVABLE Leaders in LED Technology PAINTED TO MATCH PMS 560C = INTERNALLY ILLUMINATED SloanLED.com Td8a5.676.3zoo A5 02 03 22 L.S. AROUND PERIMETER Tall-free888J47.41_ED Eax805.676.3206 SIGN AREA 3.125 UL Label W/SLOAN POSTERBOX © 08-07-23 L.S. MINI6500K Weatherproof Electrical Requirement: 2" disconnect switch ❑ 120 Volts ❑ 277 Volts with sealing boot = 2 • - 0 IVAH (Q) CO Cl) = (V MLU o 'i 21/2"X 11/2"ALUM TUBE ROUTED OUT COPY °O WELDED TO ALUM PLATE W/1/2"CLEAR ACRYLIC PUSH THROUGH n 3M WHITE TRANSLUCENT OVERLAY M ' � 21/2"X 11/2"ALUM TUBE POST/FRAME 1/4" J-BOX LOCATED �lfdC tries ALUM BASE PLATE COVER @ BASE INCORPORATED o WELDED CONSTRUCTION PAINTED SATIN BLACK /ALUM PAINTED SATIN BLACK U 5/8"ALUM PLATE PLATE --------- E-mail:design@signindustries.tv oWeb:www.signindustries.tv J, 4 a O'-/n CO rAI a y d a d All ideas, plans or arrangements indicated _ x a on this drawing are copyrighted and owned ° it by Sign Industries Incorporated and shall not 112"DIAM ANCHOR RODS _ be reproduced,used by or disclosed to any persons,firm or corporation for any purpose _ whatsoever without written permission of 2'-0"DIAM FOOTING a ° a ,a ° a Sign Industries Incorporated. 2'-0"DIAM FOOTING SIDE VIEW v d v d Drawing No FRONT VIEW 2'-'0a DIAM FOOTING 2'-'0a DIAM FOOTING 21-403 D/F DRIVE THRU ILLUMINATED DIRECTIONAL SIGNS Qty (1) CONCRETE FOOTING 2500 PSI-,a a ° a a Scale: 1"= 1' see sheet 9.1 for footing/ rebar details as a a a Page:8.0 20 ° ° 1'-6 1/2" 1 SIDE 6 Project: 1/4" typ _ N Cfl --------- �.----------------------- C? N o ---------------------- typ o �1/4" O 21/2"X 11/2"ALUM 1/4"ALUM FACE typ typ Location: ROUTED OUT LOGO AND COPY 0'-4" 1062 IRVINE BLVD. TUBE POST/FRAME W/WELDED TABS W/1/2"CLEAR ACRYLIC PUSH THROUGH TUSTIN,CA92780 WELDED CONSTRUCTION ATTACHED TO FRAME 1/4"EXTENDING BEYOND FACE 2 1/2"X 1 1/2"ALUM TUBE 5/8"ALUM PLATE J-BOX LOCATED @ BASE W/COUNTERSUNK SCREWS WELDED TO ALUM PLATE 1/8"CLEAR ACRYLIC BACKER Client Approval: O CABINET SECTION DRAWING Scale: 3"= 1' PLATE DETAIL Date of Approval: Scale: 3"= 1' 1'-6 1/2" COLOR LEGEND BACK VIEW Sales Rep: ii o 2 1/2 /�I� VINYL Paul L. PMS 560 C N/A Date: Drawn by: PLAN VIEW I—M PMS 3425 C 3M 3630-126 10-01-21 L.S. - RAL7021M NA 10-12-21 L.S. SIDE A 0'-3" 0'-3" 12-22-21 L.S. 1'-6 1/2" 1/ 1' 6"FRAME WIDTH 1/„ 01 19 22 L.S. ® 01-28-22 L.S. SIGN CABINET TO BE �� SI©a n L E D 1/4"ALUM FACE REMOVABLE 100110 Leaders in LED Technology PAINTED TO MATCH PMS 560C = INTERNALLY ILLUMINATED SloanLED-com Td8a5.676.3200 � 02-03-22 L.S. AROUND PERIMETER Toll+r e888.747.4EED Pax805.676.3206 Cl) SIGN AREA 3.125 UL Label W/SLOAN POSTERBOX © 08-07-23 L.S. CD MINI6500K CD Weatherproof Electrical Requirement: disconnect switch ❑ 120 Volts ❑ 277 Volts with sealing boot = v � C14 UJ 2"1 Y I E L DLU Q 0 2 21/2"X 11/2"ALUM TUBE ROUTED OUT COPY °O WELDED TO ALUM PLATE W/1/2"CLEAR ACRYLIC PUSH THROUGH L? 3M WHITE TRANSLUCENT OVERLAY M ' � 21/2"X 11/2"ALUM TUBE POST/FRAME 1/4" J-BOX LOCATED �lfdC tries ALUM BASE PLATE COVER @ BASE INCORPORATED o WELDED CONSTRUCTION PAINTED SATIN BLACK /ALUM PAINTED SATIN BLACK U 5/8"ALUM PLATE PLATE -------- E-mail:design@signindustries.tv L A,/ Web:www.signindustries.tv J," 4 O'-/ CO 7 a n rAI a y d a d All ideas, plans or arrangements indicated _ x a on this drawing are copyrighted and owned ° x ° by Sign Industries Incorporated and shall not 112"DIAM ANCHOR RODS _ be reproduced,used by or disclosed to any persons,firm or corporation for any purpose whatsoever without written permission of 2'-0"DIAM FOOTING a ° a ,a ° a Sign Industries Incorporated. 2'-0"DIAM FOOTING SIDE VIEW v d v d Drawing No FRONT VIEW a a 2'-'0a DIAM 17,00TING 2'-'0a DIAM FOOTING 21-403 D/F DRIVE THRU ILLUMINATED DIRECTIONAL SIGNS Qty (1) CONCRETE FOOTING 2500 PSI-,a a ° a a Scale: 1"= 1' see sheet 9.1 for footing/ rebar details as a a a Page:9.0 21 ° ° Project: WIND LOADS PER ASCE 7-1 6: _ (29.3-1) F=q,."G•C,•A, (26.1D-1) 9.=0.00256•K: Risk category: (26.5( Wind Speed IV): 330 mph per ATC Council V-6 112" (Table 26.6-1) Mrectional Faa(Ka): 085 (Table 26.6-1) (26.7) Exposure Category: C 1'-4 112" (26.8.2) Top.Fac.IKall 1 lunless Unusual terrain) 1'-7" 126.9) Ground Elev.Fac.IK.): 1 (fcirallele tum) 1112" GENERAL NOTES: 26.111 Gust Effect Fac(G,: 0.85 7 112" 4" 7 112" s(height of affected area) 2.83 ft SIGN CABINET 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST hlheigntl 5.00 ft 1 CONDUIT HOLE EDITIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC E(wdth of 0hicted area) 1-54 ft Location: MAX. BOUNDARY WORKS CONSTRUCTION, THE 2022 CALIFORNIA BUILDING CODE sm= os7 1062 IRVINE BLVD. o - - (CBC), AND 2018 INTERNATIONAL BUILDING CODE(IBC). E/'= 0.S4 TUSTIN,CA92780 X /��� ���� 5 2. ANY CONFLICTS BETWEEN THESE DRAWINGS, STANDARDS Frce o Coefflcient(C,): L732 M I /i g w NOTED HEREIN, PROJECT REQUIREMENTS. AND/OR OTHER velocityp,essu,e expomrecoefficient(K,): (Table 29.3d) // \\ REFERENCE DOCUMENTS SHALL BE BROUGHT TO THE for s/h=1,add 10Ye as 6 fig.29A x tl 4rerorg: 1.0 // \\ If 2 poles,spacing between: 1.375 O.C. //® \\ ATTENTION OF THE CIVIL ENGINEER, WHERE CONFLICTS g kn // ®Y� 1 OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL BE structure Heightat (Table2b.10-11 q. q<'G•C, A, Shear Wind Moment Client Approval: Z 62 FOLLOWED. Component section c.g.ft K,factor psf psf W Ih Ib-R 3. PROVIDE ISOLATION OF DISSIMILAR MATERIALS 1 4.29 0.85 31.26 46.02 2.18 100 430 2 2.89 0.85 31.26 46.02 2.18 300 289 Date of Approval: i0 3 1.75 0.85 31.26 46,02 0.21 10 17 FINISH GRADE DESIGN CRITERIA: 4 1.167 0.85 31.26 46.D2 0.51 24 29 t\ 5 0.50 0.95 31.26 46.02 2.00 92 46 _.It. 4" 1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH ASCE 7-16 Forces at finish gracie 7 326 810 Sales Rep: 3 \�\® P 3 ®%/ BASIC WIND SPEED: 130 MPH 2 pole distribution raotor o.72 236 586 Paul L. \\ // RISK CATEGORY: II ALUMINUM COLUMN DESIGN: \\ // EXPOSURE CATEGORY: C Cherk Aluminum Rectangular Tub e I Date: Drawn by: SITE CLASS: D Mu- 0.566 k-ft Min= 7.036 l Aluminum 6061-T5 04 v m ` ��--- 3/16 OCCUPANCY CATEGORY: II D= a.5 In s= 0.843 m Ftuw= za ksi 10-01-21 L.S. N --- M z r-w 5 SEISMIC DESIGN CATEGORY: D e= is in z= 1.074 in' Ftyw= 15 ksi IMPORTANCE FACTOR: 1.0 T= 3/15 in RegZ 047 Fcyw= 15 ksi 1 10-12-21 L.S. 4 RESPONSE MODIFICATION FACTOR: Rp=3.0 Kt= 1 AMPLIFICATION FACTOR: Ap=2.5 Normal Yield Moment Nominal Rupture Mpmen[ � 12-22-21 L.S. 2'-0"0 Mnp= 16.11 k-In Mnp= 25.77 k m 2'-D"� CONCRETE: 0t= 0.9 �,= oa � 01-19-22 L.S. �bMnp= 14.50 k-In �pMnp= 23.19 k-in ELEVATION VIEW BASE PLATE DETAIL 1. DESIGN AND CONSTRUCTION IN COMPLIANCE TO ACI 318-14. D/C: 0.49 D/C: D30 ® 01-28-22 L.S. 2. STEEL REINFORCEMENT IN CONCRETE ASTM A615 GRADE 60. DIRECT BURIAL FOOTING: 3. COMPRESSIVE STRENGTH AT 28 DAYS: f c=2,500 PSI MIN. 1/2" = 1-0" 4. PROVIDE A MINIMUM 3" CONCRETE COVER OVER ALL EMBEDDED M,: D.ai k-ft m.6Mp): 0A9 k-ft �: 13 ,actcos3.: 02-03-22 L.S. 1 1/2" - 1'-0' VI: 0.33 kips (0.6Vu): 020 kips STEEL 237,63 5. CONCRETE MUST BE POURED AGAINST UNDISTURBED EARTH SOIL. P 025 ki s1: sxdl3 om00 p:r ,arr""a-, 6. SOIL PASSIVE PRESSURE PER CBC CLASS 5(100 PCF). Dept tdia 11.25 ft ac` 3 © 08 07 23 L.S. 125 Depth 2.67 Ft deep A: 2.34`P/[51v61 h 2.4111 ft S 267 psf/ft d: 0.5AJ1 11-(436hA)i 2.57 ft Electrical Requirement: O (2)-2 1/2" x 1 1/2' x 3/16" ALUMINUM SQUARE PER ELEVATION AND ALUMINUM BASE PLATE DETAIL HEREON. ❑ ❑ BASE PLATE DESIGN: 120Volts 277Volts O 5/8'THK. ALUMINUM BASE PLATE(19'x6') PER BASE PLATE DETAIL HEREON. 1. FABRICATE AND ERECT ALUMINUM IN COMPUANCE WITH THE MOST CURRENT ALUMINUM ASSOCIATION ALUMINUM DESIGN MANUAL 1. ease Plate check O (4) 1/2"0 THREADED HOT DIPPED GALVANIZED ANCHOR RODS(ASTM F1554 GRADE 2. ALUMINUM ELEMENTS 6061-T6 �� Size: Nominal Yield Moment 55)WITH GALVANIZED HARDWARE PER ELEVATION AND BASE PLATE DETAIL HEREON. 3. ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AISC Mu= 0.8 D k-ft t _ 0-5 in Mnp=Fy'Z: 1.41 k-in QUALITY CERTIFIED FABRICATOR. 9-72 k.m 5 4 n Qc: 0.9 4O HORIZ: (5) #3 TIES AT 3" O.C. AND THEN (3) #3 TIES AT 6" O.C_ 4. UNLESS A LARGER WELD SIZE IS INDICATED, PROVIDE MINIMUM SIZE v,= 0.33 kip Arm 0 7s I in myM p,: 1.z7 kin YEE- (6) #4 BAR SPACES EVENLY AROUND PERIMETER OF WELD TO MATCH SMALLEST MEMBER/MATERIAL SIZE. baff: xs in Demand/capacity: 0.72 OKAY CLEARANCE 3"MIN. TO EDGE OF CONC. 5. ALL SHOP CONNECTIONS SHALL BE WELDED IN CONFORMANCE WITH Tgrp 2.43 kip n: 2 1 bolts STANDARDS BASED UPON THE CURRENT EDITION OF ANSI/AWS D1.2. Tle= 1.21 kip/bolt Aluminum 6061-T6 Nominal Yield Moment OS CONCRETE FOOTING PER PLAN AND SPECIFICATIONS HEREON. WELDERS AND WELDING OPERATORS SHALL BE QUALIFIED AS Mu PL= 09 k-in FtuW; 24 ksi I Mnp=FyZ; 2.25 k-in PROVIDED IN THE CODE. w. 15 ksi me: 0,9 5 i n'1= 0,063 F;vc -. is y M. B t, OKAY STARBUCKS DRIVE THRU SIGNAGE I INCORPORATED Q�pFESS/ON PREPARED BY: ���oS\aae RAC°��"� YR ENGINEERING LP DIRECTIONAL SIGNAGE •,• 1 1 1 19 1 1 1: = 2048 GREEN BROOK LN. VARIOUS LOCATIONS, CALIFORNIA E-mail:design@signindustries.tv W No. 89832 mWeb:www.signindustries.tv PASO ROBLES, CA 93446 PREPARED FOR: SIGN INDUSTRIES,INC. � * PHONE: (626) 374-5881 I V All ideas, plans or arrangements indicated OF CAE E EMAIL: YRAMOS@YRENGINEERING.COM CHECKED BY: YR JOB N0: 2228-01 SHEET: 1 OF 1 on this drawing are copyrighted and owned DISREGARD PRINTS BEARING by Sign Industries Incorporated and shall not EARLIER REVISION DATES ► 12- -22 03-20-23 be reproduced,used by or disclosed to any persons,firm or corporation for any purpose whatsoever without written permission of Sign Industries Incorporated. Drawing No 21-403 A Page:9.1 22 Project: Design 1 - 46lie NOTE: SPEAKER MUST BE EQUIPPED WITH A VOLUME LIMITER AND SHOULD BE ADJUSTABLE FRONT ELEVATION SIDE ELEVATION 1'-2 1/4" 2' - 5 1/4" 8 1/4" 9 3/8" 3 1/8" EQ EQ 31/8" Location: 0.625"STEEL 1062 IRVINE BLVD. N BASE PLATE TUSTIN,CA92780 F- 2 1/2"SQUARE X 1/4" PLATE Client Approval: HOT DIPPED J WASHERS GALVANIZED `T w (TYP. 1 OF 4) o LEVELING NUTS Date of Approval: r L MOUNTING (TYP.) r ®- (4) REQUIRED 9.843"X 3.973 X 3/16" sales Rep: ' L STEEL POST Paul L. NON-STRUCTURAL4 WELDED TO STEEL ORKI MERE BASE COVER BASE PLATE Date: Drawn by: N FRONT EDGE ANCHOR BOLT 10-01-21 L.S. ®• FACING DT LANE (TYP 1 OF 4) zl� 10-12-21 L.S. _ _ STEEL MOUNTING BASELL 4-NV WELDED TO POST BASE PLATE 0 12-22-21 L.S. 1 01-19-22 L.S. � scale: 1 1/2"= 1'-0" 6, NATURAL GRADE OR ® 01-28-22 L.S. ENGINEERED FILL r A 02-03-22 L.S. 6" MIN. © 08-07-23 L.S. NII II -1II III r — _ CONDUIT —_ Electrical Requirement: III III— ❑ 120 Volts ❑ 277 Volts SEE SHEET 10.1 -I a � FOR FOOTINGIREBAR a DETAILS 3" CLR. a - b ign Industries INCORPORATED oC 2' - 0" - 2' - 0" J E-mail:design@signindustries.tv (� DIA. DIA. Web:www.signindustries.tv c� All ideas, plans or arrangements indicated on this drawing are copyrighted and owned by Sign Industries Incorporated and shall not be reproduced,used by or disclosed to any m r persons,fir o corporation for any purpose whatsoever without written permission of Sign Industries Incorporated. DRIVE THRU DIGITAL ORDER SCREEN W/ POST~ Qty (2) Drawing No INSTALLATION ONLY NTS 21-403 Page:1 0.0 23 Project: 2'-5 1/8" WIND LOADS PER ASCE 7-16: (29.3-1) F-=3,'G%A, (26.10-1; 4==0.0025b•K,'Ka'Ka'I(,'V' Risk Categurv: II 14 9/16' 1-5. (26.5) wind Speed IV): 130 mph per ATC Council 1 ITable 26.6-I1 Directlonai F.,K,): 0.95 (Table 26.&1) 4 1/2" g" 4 1/2" Iz6.7) Edp.apre eategpry: c 126.8.2) Top.Fdc.(K.1- 1 (unless unusual terrainl (26.9) Ground Flev-Fat.(qQ 1 (tar all elevation) 126.11) Gust Effect Fac(G): 0.85 ,1 %(height of affected areal 3.45 it 5 h(height) 5.2 It B(width of affected area) 2.43 ft Ln Vh- 0.66 Location: 371 °•70 1062 IRVINE BLVD. " M Forte C-Fficient(C,l: 1.692 Velocity presvree pwurecoefficlentiKJ (Tabl,1 -1: TUSTIN,CA92780 fore/h-Ladd im ASCEfig,29.4•1thererore: 1.0 n a I SIGN CABINET to MAX. BOUNDARY / d \ Stru Kure Helghc at (table 26.10-1) q, h-G•C, I 1 Comp -u-c.g-ft onent Ki factor psf psf its Ih +-+ I 1 0.21 O.gS 11,21 "Al z 90 22• Client Approval: e " II II ry op I z 1.D4 47 0 85 31.26 44.97 $D.B6 31.26 ad.w z sG 376 Ba \ tN 2 I F-ce,at finish grace - 127 56 la" 1 Date of Approval: �I \ 4 DIRECT BURIAL FOOTING: FINISH GRADE M,t: 1.42 k-ft o.6Mal: ae5 Wt .w: 13 ier,bos.3a (y \ / Y.: D 6 Hps (B.SVu): 61 kips EA--- ------ -- - --------- 4 Sales Rep: P 0.43 laps 51: Std/3 ]9fi31 psf ia[ietld-s Base 2 Rda a-,. Paul L. pepth 333 hdee I A: 23'P/(S1ab) 1.71 R ixee3a�.i �\ h 2.56 ft d 3 3/16 5 2 67 psf/h d: 3.20 O.SA(7+JI1.Id.3GIw11 R z c s ,�. atT.Na�aa.1 Date: Drawn by: s 10-01-21 L.S. M - -a 4 3/16 STEEL COLUMN DESIGN: e 3 � 10-12-21 L.S. F. 46 kti Brea of Sign: 12 it' M. 1A2 K-ft �-, E: 29000 ksI Wired lead 44.9] psf Vu: 0.5 kips U a M 'd 5 1-14(n 14.2 3 h/C= BASE PLATE DETAIL SueBlinl 6 lJ_ 00. 0 12 22 21 L.S. �n th hl: 5.26 a 2u iE341 01-19-22 L.S. 1 1/2' = 1'-0' K: 2 MaeKU oG.z a iin'1 302 4171Wrt(E/Fyt= 118.3 r iln) L25 Use.: £q.1 Go-- 2'-0'0 2fin'I: 1.57 I-- Eq.1 13a5 (E3-2, ® 01 28 22 L.S. s fa,d 3.15 _ Eq.3 ]a 75 (E3-.3) 6"0'0 16'REC. HSS FRAME PER ELEVATION AND Tin'): 4.72 Fla.— b/r 31.4 1.1NIE/FJ(XW 2a F,he,T,011ar STEEL: / 2 os 22 L.S. BASE PLATE DETAIL HEREON. wt n6e 56 6/e= 31.. <1.4wI�+>=.)wr- 3x ,raa s<raar.�Ni.N.n�mp.et he- Z.97 web, h/E= 14.1 <2,4J/F,I(IP)- 61 True.SMion K Compact O 3/4" THK. STEEL BASE PLATE(17"02")PER BASE sa= 3.30 h/r 14.2 <5.7w(E/Fd(it,)= 143 FAw.Trr.ther ©1RF0 *�90 Q$-07 23 L.S. 1. SQ/RECT. HSS: ASTM A500, GR. B Fr46 KSI PLATE DETAIL HEREON. Fl-a t BoWine: F.=FcrA. - 6315 kl s rE..11 2. PLATE STEEL: ASTM A36 Fy-36 KSI I ldMwn : M^^^p Fys Mn.- 1°.e5 k" ELEVATION VIEW 3. STRUCTURAL STEEL MEMBERS SHALL BE SHEARED, FORMED, PUNCHED, O (4) 1/2.0 THREADED HOT DIPPED GALVANIZED ANCHOR PL,ff M­'! a 'ttshape= Ma M'-!"z 44il= 12.31 k" i ii Electrical Requirement: WELDED, AND PAINTED BY THE MANUFACTURER. ALL SHOP CONNECTIONS RODS ASTM F1554 GRADE 55 WITH GALVANIZED HARDWARE t.calB.ckling: No.C.mpact5hapi,Webe Mn=Mp-(Mp Y1)(.3]611YIw/E)1..) mM r I-ll� loft ( ) Larai Buhling: Non C.mpan5hapes Web Mn=Mp-iMp�Fy5)f0.3G5h/e Y(Fy/f}A.]3B} �Mn= 1},13 k-R t',._ ❑ 120 VDItS` ❑ 277 VDIt5` 1/2• = 1'-0" SHALL BE WELDED IN CONFORMANCE WITH STANDARDS BASED UPON THE PER ELEVATION AND BASE PLATE DETAIL HEREON. Local Buriding: id-der shapes Mn=w6e O,NoT ust ¢Mn= 11"it k-in in:41 CURRENT EDITION OF ANSI/AWS D1.1. WELDERS AND WELDING OPERATORS vrearste^g6: °°�-"yAwC" °°= 21A6 4 kLQBIZ: (3)/3 TIES AT 4"O.C. AND THEN(3) i13 TIES zraq: .A3 Na Ixada.sca(zz 3.v 1.GENERAL NOTES: SHALL BE QUALIFIED AS PROVIDED IN THE CODE. AT 9'O.C. a4Ay ..lzO.C. BASE PLATE DESIGN: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS CONCRETE: CLEARANCE 3"MIN. TO EDGE OF CONC.L (6) #5 BARS SPACES EVENLY AROUND PERIMETER Bne Plate Cheek slle: Nominal Yield Mpment OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS M.= 1.a2 k-tt e: os 1n M.p=Fyz: aw k-in CONSTRUCTION, THE 2022 CALIFORNIA BUILDING CODE (CBC), AND �� 1706 kin s: a in I �, 0.9 2018 INTERNATIONAL BUILDING CODE(IBC). 1. DESIGN AND CONSTRUCTION IN COMPLIANCE TO ACI 318-14. C S ) CONCRETE FOOTING PER PLAN AND SPECIFICATIONS HEREON. vu= -56 kip am: x.5 In 4,M,n: 4.05 k-In 2. ANY CONFUCTS BETWEEN THESE DRAWINGS, STANDARDS NOTED 2• STEEL REINFORCEMENT IN CONCRETE ASTM A615 GRADE 60. hay: z m Damana/Capacity: 0.% 0"Y HEREIN, PROJECT REQUIREMENTS. AND/OR OTHER REFERENCE 3. COMPRESSIVE STRENGTH AT 28 DAYS: fc=2500 PSI MIN. Tarp 2.13 kip z h.ltd 4. PROVIDE A MINIMUM 3" CONCRETE COVER OVER ALL EMBEDDED STEEL Tb= 1.o7 kip/bolt Matedal5t-iA36 Nominal Yield Moment DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE CIVIL M.PL= 2.7 k-in R-T 16 ksi Mnp=Fy'z 4.50 k-In 5. CONCRETE MUST BE POURED AGAINST UNDISTURBED EARTH SOIL. ENGINEER, WHERE CONFLICTS OCCUR, THE MOST STRINGENT Ftyw: 3s list 0.9 m, REQUIREMENTS SHALL BE FOLLOWED. 6. SOIL PASSIVE PRESSURE PER CBC CLASS 5(100 PCF). I n S(I,')- 0o83 Feyw: 36 it. Q,M.': 4.05 k-In l 3. PROVIDE ISOLATION OF DISSIMILAR MATERIALS z m'I= 0.115 KO 1 Demand/Capacity: 0.66 0KAY DESIGN CRITERIA: IndUStYI@S STARBUCKS DRIVE THRU SIGNAGE INCORPORATED Q0.pFESSIp4, PREPARED BY:A t - ... Ontario, 1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH ASIDE 7-16 PRE-MENU BOARD BASIC WIND SPEED: 130 MPH `� S� `� > O YR ENGINEERING LP RISK CATEGORY: II ti �� f I I I I I I I I. EXPOSURE CATEGORY: C - Na 89832 m 2048 GREEN BROOK LN. Web:www.signinclustries.tv VARIOUS LOCATIONS, CALIFORNIA SITE CLASS: D OCCUPANCY CATEGORY: II PASO ROBLES, CA 93446 PREPARED FOR: SIGN INDUSTRIES, INC. SEISMIC DESIGN CATEGORY: D * e PHONE: (626) 374-5881 All ideas, plans or arrangements indicated IMPORTANCE FACTOR: 1.0 f�lE C I V Ili. o�+` YOSIMAR RAMOS CHECKED BY: YR JOB NO: 2228-00 SHEET: I OF � on this drawing are copyrighted and owned RESPONSE MODIFICATION FACTOR: Rp=3.0 OF CAFE R.C.E. 89832 6�1C�0�166QD�1C� �P EMAIL: YRAMOS®YRENGINEERING.COM by Sign Industries Incorporated and shall not AMPLIFICATION FACTOR: Ap=2.5 DISREGARD PRINTS BEARING 12-04-22 be reproduced,used by or disclosed to any EARUER REVISION DATES persons,firm or corporation for any purpose whatsoever without written permission of Sign Industries Incorporated. Drawing No 21-403 Page:1 0.1 24 Project: FRONT ELEVATION SIDE ELEVATION 5' - 2 3/4" 1 ' - 1 1/2" Location: 1062 IRVINE BLVD. STEEL BASE TUSTIN,CA92780 PLATE WELDED TO POST Client Approval: HOT DIPPED Date of Approval: co c0 GALVANIZED LEVELING NUTS (4) REQUIRED Sales Rep: Paul L. NON—STRUCTURAL Date: Drawn by: BASE COVER 10-01-21 L.S. � 10-12-21 L.S. NATURAL GRADE 1� co 12-22-21 L.S. c4 OR ENGINEERED r — — — — — — FILL 7 � 01-19-22 L.S. 4 01-28-22 L.S. III b III III a III 02-03-22 L.S. r �� q © 08-07-23 L.S. r _III aI CONDUIT III Electrical Requirement: a 4 d q 120 Volts 277 Volts 3" MIN. d e - Q = ad - d � d� 4 co SEE SHEET 11 .1 ILI d d • FOR FOOTINGIREBAR $NCO gn ndustries DETAILS 2' - 0" DIA RPORATED 761 2r - 0" DIA ,• , , 8 E-mail:design@signindustries.tv Web:www.signindustries.tv All ideas, plans or arrangements indicated on this drawing are copyrighted and owned by Sign Industries Incorporated and shall not DRIVE THRU 3 PANEL MENU BOARD~ Qty (2) be reproduced,used by or disclosed to any persons,firm or corporation for any purpose whatsoever without written permission of INSTALLATION ONLY NTS Sign Industries Incorporated. Drawing No 21-403 Page:11 .0 25 Project: WIND LOADS PER ASCE 7-16: _ 5'-2 3/4" (293-1) F=ql 126-Ml], q.=0.002S5'Ki K^,'K,'V' Risk Category: II 16" 116.51 Wind Speed(V): 130 mph per ATC Council 2'-7 3/6" (T.bie266-1) Directional Fad(K,): GAS (Table 26.E-1) 5" U 5" {26.71 Fapasore Category: C 126.6.2) Top.Fa,WA F (unless unusual terrain) Ground El-Fac.Ill,): 1 (forall elevationl 0.95 SIGN CABINET a6.11J Gist Effect Fee(GI'. i�-ap�� 5 s(height of arrested area) 3.S6 ft M I MAX. BOUNDARY �� �`\ h[heiil 5.25 ft iV to 1 i® �� e)width ofaffeeeedaea7 /h= 523 ft . Location: 9/s= 1.47 1062 IRVINE BLVD. Farce Coeffimrit 141: 1.706 i / FF 1n to Q -// tt � Velocity pressure exposure coefficient(K,): (Table 29.3-1) TUSTIN,CA92780 for s/h=1,add 10% ASCE fig.29.4-1 therefore: 1.0 e II II 4 eb I I II 11 structure Height at ITahle 26.10-11 q: q,•G•G Ai Shear Wind MpmeM re\1 2 -tt 4 Component section e g.ft K,factor psf Psf ft, Lb Ib-ft Client Approval: 1 05 ass 11,16 15.41 2 91 as / FINISH GRADE \\ // 2 1.0 3 0.85 31.26 45.41 2 91 94 1 -----_ \\ �� 1 3.34 0.85 31.z6 45.41 19 e63 aeez -- - LL O Forces at finish grade 23 ID" 3021 Date of Approval: 3/16 y�� �4i DIRECT BURIAL FOOTING: \' \ TYP. ��_ ® -�i�i '3 Mu: 3.02 k-ft (0.6m.): 1.81 k-fl ta: 1.3 lac rab53.2 3/16 V,: 1.04 kip. (03Vul: 0A3 kips Sales Rep: '3 P 0.8 51: Sad/3 356.00 Psf ikttp6j Z o bare LS tdla 106SOUaaane Paul L. e 214 O �m Depth 00 f[deep A: 2.34'P/(Slab) 214 ft ier.e'r3ii W 4 BASE PLATE DETAIL h 2B9 ft :b < a 267 psf/ft d: osAllwi3.14.36nAp 3.88 it Date: Drawn by: 2!tit 1. = 1._O. ar.d .P. 10-01-21 L.S. BASE PLATE DESIGN: Size: Nominal Yield Moment L.S.Mum 3.02 k-ft M�aff�: 4 Mnp=Fy'Z: 9= k-in � 10-12-21 J 2'-6"o DESIGN CRITERIA: 36.25 ko t, 0.9 Vu= 1.CM kip tpm": &10 1 0 12-22-21 L.J. Demand/Capacity: 0.56 OKAY1. STRUCTURE IS DESIGNED IN ACCORDANCE Tgrp 4.53 kip 01 19 22 L.S. WITH ASCE 7-16 Th= 2.27 kip/belt steel A36 Nominal yield Moment 3 BASIC WIND SPEED: 130 MPH Mu PL= 4-5 k-in Fww i 36 1 1 Mnp-FY'z: 900 k-hr RISK CATEGORY: II Ell 36 1 xi 4" 0.9 ® 01-28-22 L.S. ELEVATION VIEW EXPOSURE CATEGORY: C S(lrl 0.167 F-,w: 36 ob 4 Mer 3.10 kin SITE CLASS: D STEEL: 2QIn')= 0.250 Kt: 1 I Demand/Capacity: 0.56 OKAY 02-03-22 L.S. OCCUPANCY CATEGORY: II STEEL COLUMN DESIGN: 1/2" = 1'-0' SEISMIC DESIGN CATEGORY: D 1. SQ RECT. HSS: ASTM A500, GR. B F-46 KSI F 46 ksi Ar'agrsien. 23 M ft IMPORTANCE FACTOR: 1.0 / y Mu'. 3.0a kp. 08-07-23 L.S. 2. PLATE STEEL ASTM A36 Fy=36 KSI E: z90aa ksi wind toad as.41 p•+ w: 1-G4 ktP• 6 RESPONSE MODIFICATION FACTOR: Rp=3.0 3. STRUCTURAL STEEL MEMBERS SHALL BE SHEARED, FORMED, Spuarehtem6er0'61 x4" gn O 8" x3 16"SQ. HSS FRAME PER ELEVATION AMPLIFICATION p= PUNCHED, WELDED, AND PAINTED BY THE MANUFACTURER. N FACTOR: A2.5 She 4 1/t= 199 3iae9({n'f: 8 b/t= 42.9 Electrical Requirement: / AND BASE PLATE DETAIL HEREON. ALL SHOP CONNECTIONS SHALL BE WELDED IN CONFORMANCE t(tnr: 3r16 Ku= 745 20 3 4" THK. STEEL BASE PLATE 18"x14" PER BASE GENERAL NOTES: WITH S STANDARDS BASED UPON THE CURRENT EDITION OF Le ftl 5.25 Fe= 5160 ksl(E&4) ❑ 120Volts ❑ 277Volts / ( ) ANSI AWS D1.1. WELDERS AND WELDING OPERATORS SHALL K: 2 M.KL/r= 745 PLATE DETAIL HEREON. BE QUALIFIED AS PROVIDED IN THE CODE. 0.Ur1: 4..6 4.71sgnls;Fv1= ile.5 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST (In(: 1.69 Use: Eq-1 Governs 3O RODS (AS THREADED HOT DIPPED GALVANIZED ANCHOR EDITIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS zany: 6.Sa Far_ Eq.l d1.67 E3-21 RODS(ASTM F1554 GRADE 55) WITH GALVANIZED CONCRETE: sung: 6.81 _ Eq.2 as.zs IE3-31 HARDWARE PER ELEVATION AND BASE PLATE DETAIL CONSTRUCTION, THE 2022 CALIFORNIA BUILDING CODE(CBC), AND 2018 INTERNATIONAL BUILDING CODE (IBC). luny: 17S Hange: b/t= '2.9 1.1.401(itil, 1p)= 35 T-Try Omer HEREON. 2. ANY CONFUCTS BETWEEN THESE DRAWINGS, STANDARDS NOTED 1. DESIGN AND CONSTRUCTION IN COMPLIANCE TO ACI 318-14. bewit nbl: ,7 h/-- 19.9 2A2V(E/F,)%)= 35 Tru.,Sechnh Men Cempat 2. STEEL REINFORCEMENT IN CONCRETE ASTM A615 GRADE 60. be. 4.71 wen' all 19.9 57N(E/F,J 1pl= 4 Talse S Try Cempa 4O 114BIL' (5) /3 TIES AT 4"O.C. AND THEN (3) /9 HEREIN, PROJECT REQUIREMENTS. AND/OR OTHER REFERENCE 5e. 7,63 n/r_ I9.9 �sTw(E/F,)(xr)= la3 False,rry emar TIES AT 9"O.C. DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE 3. COMPRESSIVE STRENGTH AT 28 DAYS: f c=2500 PSI MIN. LRFO "90 ML- (8) #5 BARS SPACES EVENLY AROUND CIVIL ENGINEER, WHERE CONFUCTS OCCUR, THE MOST STRINGENT 4. PROVIDE A MINIMUM 3" CONCRETE COVER OVER ALL EMBEDDED STEEL. inr. Pn-FcrAg op, 115.63 kip; PERIMETER CLEARANCE 3"MIN. TO EDGE OF CONC. REQUIREMENTS SHALL BE FOLLOWED. 5. CONCRETE MUST BE POURED AGAINST UNDISTURBED EARTH SOIL. el°Moment: Mn Mp=Fy5 I'l 20.0E k-h PInHc Moment Compact Shapes Mn Mp Fya - 22.42 k41 3. PROVIDE ISOLATION OF DISSIMILAR MATERIALS 6. SOIL PASSIVE PRESSURE PER CBC CLASS 5 (100 PCF). oval Buckling', Nen Compact Shapes flange Mn_Mp-(MytFyS)I3.6Tbft V(Fy/E)-0.0l 4,Mrr- 37.47 k- n 5O CONCRETE FOOTING PER PLAN AND SPECIFICATIONS 3uckkng. Nor Compact shapa:Web Mn=Mp(Mp-w5K0s05h/tV(FVIE)-0.73a1 lb 23.59 'g■ ■ HERE, L-1 Suckl.,. Slend.,$napes Mn-F Se OO NOT USE �Mn= 26,24 k- 2 : aBs 6 D I 0,23 Industries INCORPORATED PREPARED BY: STARBUCKS DRIVE THRU SIGNAGE QQpFESS/ON 2101 RA��s Fy YR ENGINEERING LP 3-PANEL MENU BOARD l• I l'l l• l l l: a 2048 GREEN BROOK LN. E-mail:design@signindustries.tv VARIOUS LOCATIONS, CALIFORNIA Web:wyvvysigninclustries.tv No. 89832A PASO ROBLES, CA 93446 PREPARED FOR: SIGN INDUSTRIES, INC. All ideas, plans or arrangements indicated Jr �P PHONE: (626) 374-5881 on this drawing are copyrighted and owned 9j CI V 1� �� YOSIMAR RAMOS CHECKED BY: YR JOB NO: 2131-00 SHEET: OF by Sign Industries Incorporated and shall not F of pl F� R.C.E. 89832 CG�IC�OG�]��a0�, �P EMAIL: YRAMOS®YRENGINEERING.COM be reproduced,used by or disclosed to any DISREGARD PRINTS BEARING persons,firm or corporation for any purpose EARLIER REVISION DATES ► 11-20-21 whatsoever without written permission of Sign Industries Incorporated. Drawing No 21-403 A6 Page:11 .1 26 Project: 211 11-011 �1 - O 0 T OI 9 0l 0 WALK UP OI O 0 l 2"x 2"x 10'-0" long 0SERVICE NO WALK 0 14 gauge galvanized 0 _ PARKING 0 steel post with 7/16" 0 FACE `D 0 l holes 1" O.C. located 0 TLIMITED TO 0 on each side 0 Location: ° ° 1062 IRVINE BLVD. SERVICE ° ° TUSTIN,CA92780 0, e 0 Grade 0 0 OI 0 0 p l 0 l :.p 0 0 Client Approval: 0 l O 0 1 314" `a O 0 PARKING IS0, d. O 0 O I ' O O Date of Approval: <9 - 'Q IoI . C O 0 0' Q — O O 0 Direct burial post 0 0 Sales Rep: .a Ol d O 0 D TO 1°, Paul L. 0 ° O O Concrete footing 0 Date: Drawn by: Q OI 0 0 OYEES 0 O 0 °I n . a ° ° 10-01-21 L.S. C:. o 0 0 ° a. ° ° 1 10 12 21 L.S. ° O 0 a �. ° 0 0 12-22-21 L.S. ONLY 0 a ° 0 0 01 19 22 L.S. O ' 0 1 FOOTING DETAIL 0 Q 0 ® 0128 22 L.S. " Scale: 1" = V-0" ° o ° 0 c� 0 02-03-22 L.S. 00 0 O 60 0 0 _ 0 © 08 07 23 L.S. O oD 0 0 0 Electrical Requirement: 0 0 120 Volts ❑ 277 Volts © NEW SINGLE FACE POST AND PANEL ° QUANTITY:2 O o ° Scale: 3" = V-0" ° O o O 0 O 0 MATERIAL SPECIFICATIONS: 0 0 O 0 PANELS ARE .080"THICK ROUTED ALUMINUM WITH 1/2" RADIUS 0 0 CORNERS. ° ° �gn 0 0 Industries FACE TO HAVE APPLIED DIGITALLY PRINTED VINYL GRAPHICS ° ° INCORPORATED O o ON WHITE REFLECTIVE VINYL FILM. SEE COLOR DETAIL FOR ° 2101 PRINT COLOR SPECIFICATIONS. ° ° Ontario, O o 0 1 O E-mail:design@signindustries.tv Web:www.signindustries.tv 5/16"WHITE REFLECTIVE BORDER. 0 _ 0 O 0 11-- o --�� ° TWO MOUNTING HOLES PRE-DRILLED, SPACED 15" D.C. 1 0 I 0 All ideas, plans or arrangements indicated o I 0 on this drawing are copyrighted and owned o I o by Sign Industries Incorporated and shall not O o be reproduced,used by or disclosed to any persons,firm or corporation for any purpose whatsoever without written permission of PRINT COLOR SPECIFICATIONS: `--------f Sign Industries Incorporated. END VIEW FACE VIEW ■ ■ Drawing No 21-403 PMS 3425C PMS 560C Page:12.0 27 STATE m LALImQaNIA S7AT1 OF CALIFOAr%iA Project: Sign Lighting CALIFORN IA ENE RGY COMMISSION Sign Lighting CALITORNIA ENERGY COMMISSION CERTIFICATE OF COMPUANCE FIRCCATS•E CEFMFICATE OF COMPLIANCF NROC-ETS.t This document is used to demonstrate comphonce with requirements In 11O 9.1I0.12,130.o/j6O.5,130.3J 160.5(d1,140.8/170.2(e)and 141 010f2MJ 180.2(bf4aui for sign lighting Project Name; STAROLICA5 TUSTIN OLD IRVINf Report Pace: (Pifre 3 of S) sCOpe$using the prescriptive path.Exit signs and trofftc signs are not required to comply with prescriptive requlfemenr4 per exceptions to 140..8/170,2(ef and do not deed to complete luau we"rtd: 2023,03 I iT t 120:5 7 04 ter this compliance document. Project Name: STAIIBOW TUSTIN OLD IRVINE Rupert Nhp: IPA""L of;l Project Address: WelePrepared! 202103-1AT11:20:97•tra.DO G.LIGHT SOURCES AND CONTROLS This rode includes illuminated signs Wrig theAlrernore Lighting Sources rompitancr method per 140.8(b)/170.2(e)as indicated on Table a of this compliance document.1t also demonstrates ramphoAce with mandatory controls requirements from 130.3/160.5(dl by mdiradtng control type-$for each sign. IR A.GENERAL INFORMATION OS 02 03 04 OS.. 01 ProjaI.Location(city) TUSTIN Mandatory Controls Field fnspertor 02 Climate Zone a Name or Rem Tag Complete Sign Dew NpWn Competent Light Sources" Demand I Healt ho To FaaIIty Shut-off DimmingResponse+ Pass Fan 03 D€€upancy Types wn)sin progeCs Q Multrfan+Ilyl Mf Mixed-use as 4 5torme e5 5 linclud dormitory.senior living) Automatic Time Location: A/B ILLUMINATED BUILDING SIGNS LED•pwrsapply gv><•eft, Switch- Power Feduced ❑ El 1062 IRVINE BLVD. &PROJECT SCOPE Pia tdoorl� SSx+ TUSTIN,CA92780 This table includes illuminated signs that are within the scope of the permit applicarion and are demonstrating compliance using the prescriptive path outlined in 140.8/170.2(e f or Automatic Time 141. bf7M,/1tt0-I(bJ4HLv or oRerations-Exit signs and traffic signs are not required to comply with prescriptive requirements r rxce tions to 140- 270-2(e)and do not need to Switch+ Power reduced O( / g // 9 R p y p p q per p a/ C ILLUMINATED CLEARANCE MR LED+par supply 60%+eN. C El compretr thcs compliance document. photorontral 65%+ Ot 02 03 tYT f15 I outdoo r) CI lent Approval: Automatic Time Name or Item Tag Complete Sign Description Sign Status' Sign Type Compliance Method' E ILtUMINATE0 DIRECTIONAL SIGNS LED t Pwr Supply W%+eff. Switch+ Power reduced ILLUMINATED BUILDING SIGNS New Outdbdr Alternate Li h Light Sources PolDcontml b5%+ A/B g Date of Approval: C ILLUMINATED CLEARANCE BAR New Outdoor Alternate Light Sources IOutdaor) E tLLUMINATED DIRECTIONAL SIGNS New Outdoor Alternate Light Sources Automatic Time DRIVE THRU MENU SIGNS LED• supply 80%-elf. Switch t. Power reduced S81E?S Re F/G DRIVE THRU MENU SIGNS New DuSdaor Alternate Light Sources F/G p"rr Pp Y Photoconira) 65%+ p loutdaar) Paul L. 'FOOTNOTE:sign alterations that Increase the connected liighrrng road,replace and rtewve more[hotSM of 11W 21OUMS Of relocate the son to a dgfeMAF WaliOn mist comply with 140.s/270.2(ef.sec 'NOTEs Cantrals with a'require a note in the spare below explaining haw compliance is ochievrd.fX:Sign wFilnn runnel+llumlnored day oil night.EXCIPTiON to t 30.3(o)2A. 141'.OffiR lJW,2(bj48wAa a"details 'Foork(lr1.Ornpeawtm chourl hvw 0""abbrrrmot.d,P*QAV refer to 140.4tb)/27a2fe)to confirm Compliance will]tin^specific JAvhr saute terhrtalp9ues omen. Date: Drawn by: 1 The ENERGY VEAAFIED Label compliance method is only opptrcimhM if the son has a prrnx ntri c, ENERGY VERIFIED iabei cert*o!by tit ar comparable,ron/kming the Sion camptks mch "Authority roar a%A/OF tutSheet$to Confirm o MIFF0 me a/her source. 10-01-21 L.S. 340.43/1702(e).Mime that using aF ENERGY VERME0habel is on optional comphance path not a mandatory requlremrnl see the foonips far flips table for more derails. i maid response controls arc a*o eaumred for an Elecxrona A4essage Center hawesg o now connected aghf+ng ppwlrload greater than 15 NEW ph 110.1214J. Al 10-12-21 L.S. STATI Of CALIrORMA H.ENERGY VERIFIED LABELED SIGNS AND CONTROLS Sign lighting CALIFORNIA ENERGY COMMISSION This wchoridart not apply to'his project. 2 12-22-21 L.S. CERTIFICATE.OF COM PUANCE NRCC•LT5•E Prplect Name: STA R8UCK5 10571N OLD IRNINt Iftpon Peat' iFFIF 2 or 5) 01-19-22 L.S. bale Prepalttd: 2d2t•OT 13T1.1:2d:$78e.tta 1TAim 0,r 1F ON NA Sign Lighting CALIFORN IA FNERGsY COMMISSION 4 01 28 22 L.S. URnFICATE OF COMPLIANCE 'MCCi7S-E C.COMPLIANCE RESULTS Project Nlir. STAgeUCe(S TUSTIN Out IRyrNt Report Page: IPaae 4 d sf 5 02 93 22 L.S. Wrwlts in rhos table are auflxrnWirally calculated from do to input and calculations in Tables a through H.Nofe:if any cell on this Coble says'COMPLIES with Exceptional Conditions n*r bite Prepartd: 2Q23 O3•Y37Y120.57 W.W 98 07 23 L.S. to Table O Exceptional Co+rtitipns f v guidance or see oppircobte Table referenced bek7w. 6 01 02 03 04 I 05 06 07 ~� Electrical Requirement: Name or Rein Total Designed Compliant Light. ENERGY VERIFIED lag Cum 6eS Iee Tar�IDeurtptior7 Tbta�Allowed rWallsl r (Watts) i Sources Label Comoarice Res ift 1.DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION 120 Volts 277 Volts P 6 (See Table B) ISee table F Isee Table G) 4 ISee Table H) A/B FormlTitle ILLUMINATED BUILDING 5NGW5 a OR YES OiR ' COMPLIES Cori ro➢s CompYance{See Table F Id for Detaik r /G/ ) COMPLIES WRCI-LTS-E•Must be submitted fW it6 bLllldiltlg¢ C ILLUMINATED CLEARANCE BAR 2 1-1 YES I OR I CDM PLIES Controls comp"ice(See Table F/G/H fat .DECLARATION O Delui COMPLIES F REQUIRED CERTIFICATES OF ACCEPTANCE E ILLUMINATED DIRECTIONAL x OR YES OR COMPLIES I there air no forms required for this project. SIGNS Controls Compliance(See Table FIGIN for OeVads) COMPLIES stet OF r HOFNL4 F/G DRIVE THRU MENU SIGNS I CIR YES OR COMPUES Sign Lighting CALIFORN IA ENERGY COMMISSION Connors Compliancilt(5ft Table FIG/H for Details) COMPLIES CERTIFFCATE OF CtNYIPUANCE NRCC•LTS•E • Project Name: 5TARRUCK5 TU57IN OLD IRYINt Report Page; Ipw 5 of 5) $"NCO g n D.EXCEPTiONAL CONDITIONS 0. 1062 IRVINE BLVD bate wepwred: ia2s-at I AT II 20:57 Dr pp ndustries Tbis table is aura-filled with unedmtabir comments becouse of aerations made or data entered on tables th raughout the form. R P O R A T E D DOCUMENTATION AUTHOR'S DECLARATION STATEMENT E.ADDITIONAL REMARKS i certhy that this Certificate of Compliance documentation Is accurate and complete. 2101 Carrillo Privado,Ontario, •I• I I I I• I I I: Th*tobie rncludrs remarks made by the permit applicant to the Authority Haying Jurisdiction. DaeuFeenrratanAuch.is.rrir: YE11""t"•°"Author Sioutu+• C lulssacra (,j,/,� �16rj,�y Web:vivivir.signinclustries.tv SIGN INDUSTRIES ssnatira bat-.03/13/23 F.MAXIMUM ALLOWED LIGHTING POWER AND CONTROLS -2101 CARRILLO PRIVADO EW MRs cnvfe.t—ld.mmtR.ram 10.w k bkI. This section dons not op"to this prtrlect. cerlsramr/zP ONTARIO/CAI 91761 RESPONSIBLE PERSONS DECLARATION STATEMENT All ideas, plans or arrangements indicated ireerry the Fdmw",tiw IlvatP-try,,Nitra..I.,.UsawsmrorC.rtamu. on this drawing are copyrighted and owned by Sign Industries Incorporated and shall not I. "Not pMp FiNisorp0060dar+rNsCOMP"MofComaiIsOutar4owst. be reproduced,used by or disclosed to any a persons,firm or corporation for any purpose s. Thverteetykamsdp.rfemwice.�cvtlwFwmatarkih„rsmrpsrrm�,.atlnwrubelieedderrca.loRlhvNJldF�derF.wry$[anddervWaseledenNnCererloeedGmmpl.ricvraidbrmleNrrequtremenrt whatsoever without written permission of at Tair 24,Pat I aid Pan s at the cyih.nia Code of Rretd.rlam. Sign Industries Incorporated. a. The t.**%delos."to"a sysiaeo d"Ner,features tde,,rihed on this Cendlcalte of Cormii.nce air txumrsteri with the rirnrwwoon wwooW art dtna epn Krabe coinpsaFc.00tu rtmb.wwksh eb,rakwm_s. parts acme ipetifetumFttei wtiono"to tier 0h10Nemnn carry nor O W"wrrh Ihls buiNuig perunit lobisc Not. s I wta re- u r thrr a rM.PWWd trs,m.d M lithe r.mft�of Cornish OWN b.n.6x ...w.wah the-htridh.prra.terlmt.W car rhr wititmis,-it ittadr—ilisid.te in.ramrAra,armt Ne."Nor.R.ppk.ak Drawing No msttr sums.I unAeraand that a ct�ntplrt.d$laird way al fts[emir cm of Campwc.rs rearwed to be-iFtihMed ash der+soaumretatien Item Muller Wowdrs to M E WAtFus owner at mupacr R.Mr—ow Det�S� ,Nx�rrw ManTq^lublr:;rs"rnrT sqe t�.. 21 403 0 lots Soria (,fj�¢' �16tf,�jj - 6` L.­ , SIGN INDUSTRIES 03/13/23 n�+,r.•.. 2101 CARRILLO PRIVADO 764128 t�Fyts:.++• ONTARIOI CA/91761 909 996 9598 Page:title24.01 28 ZONING ADMINISTRATOR ACTION 23-005 CONDITIONAL USE PERMIT 2023-0013 1062 IRVINE BOULEVARD The Zoning Administrator of the City of Tustin does hereby resolve as follows: I. The Zoning Administrator finds and determines as follows: A. That a proper application for Conditional Use Permit (CUP) 2023-0013 was filed by Billie Jo Williams, on behalf of Starbuck's, requesting authorization to allow roof mounted signage in conjunction with a master sign plan for an existing historic building located at 1062 Irvine Boulevard. B. Thatthe project site is located within the Retail Commercial (C-1) zoning district and pursuant to TCC Section 9404a(1)(p) and 9299b(3)(l), the Zoning Administrator has the authority to review and approve roof signs on buildings Listed within the City's Historic Resources Survey as part of a master sign plan. The subject property is listed on the City's 2021 Historic Resource Survey. C. That due to the request for the roof signs, the master sign plan is also being forwarded to the Zoning Administrator for review. D. That the Community Commercial land use designation of the General Plan provides opportunities for a mixture of retail, professional office and service- oriented business activities and their related signage. E. That Tustin City Code (TCC) Section 9299b(3)(l) requires approval of a CUP for roof signs on buildings listed within the City's Historic Resources Survey. The property is listed on the City's current Historic Resource Survey. F. That a public hearing was duly called, noticed, and held for CUP 2023-0013 on August 24, 2023, by the Zoning Administrator. G. That the proposed master sign plan and corresponding roof signs, wall signs and drive through directional signage will not, under the circumstances of this case, be detrimental to the health, safety, morals, comfort, or general welfare of the persons residing or working in the neighborhood, nor be injurious or detrimental to the property and improvements in the neighborhood of the subject property, or to the general welfare of the City in that: 1) The roof mounted signage and master sign plan, as proposed, would not have an adverse impact on adjacent properties in that the signage design 29 Zoning Administrator Action 23-005 CUP 2023-0013 (1062 Irvine Boulevard) August 24, 2023 Page 2 and location has been oriented to minimize the overall number of signs while maximizing project identification for the development in keeping with the historic character of the site and building. 2) As proposed, the roof mounted signage and master sign plan would be compatible with the visual characteristics of the development, compatible with other signs in the surrounding area, and would not detract from adjacent developed properties. 3) The scale and massing of the proposed roof mounted sign and overall master sign plan are consistent with the size and scale of the site and the overall development within the community. The sign would be appropriately visible and legible in terms of spacing and proportion of Letters and details, and would not dominate the visual quality of the site. H. This project is Categorically Exempt pursuant to Section 15311 (Class 11) of the California Code of Regulations (Guidelines for the California Environmental Quality Act). II. The Zoning Administrator hereby approves CUP 2023-0013 to allow roof mounted signage in conjunction with a master sign plan for an existing historic building located at 1062 Irvine Boulevard, subjectto the conditions contained within Exhibit A, attached hereto. PASSED AND ADOPTED by the Zoning Administrator of the City of Tustin, at a regular meeting on the 241" day of August, 2023. JUSTINA L. WILLKOM ZONING ADMINISTRATOR VERA HURTADO RECORDING SECRETARY 30 Zoning Administrator Action 23-005 CUP 2023-0013 (1062 Irvine Boulevard) August 24, 2023 Page 3 STATE OF CALIFORNIA ) COUNTY OF ORANGE ) CITY OF TUSTIN ) I, VERA HURTADO, the undersigned, hereby certify that I am the Recording Secretary of the Zoning Administrator of the City of Tustin, California; that Zoning Administrator Action No. 23-005 passed and adopted at a regular meeting of the Tustin Zoning Administrator, held on the 241" day of August, 2023. ----------------------------- VERA HURTADO RECORDING SECRETARY 31 EXHIBIT A ZONING ADMINISTRATOR ACTION 23-005 CONDITIONAL USE PERMIT 2023-0013 CONDITIONS OF APPROVAL 1062 IRVINE BOULEVARD GENERAL (1) 1.1 The proposed project shall substantially conform with the plans dated August 24, 2023, on file with the Community Development Department, as herein modified, or as modified by the Community Development Director in accordance with this Exhibit. The Community Development Director may also approve subsequent minor modifications to plans if such modifications are consistent with provisions of the Tustin City Code (TCC) and other applicable codes. (1) 1.2 The conditions contained in this Exhibit shall be complied with as specified, subject to review and approval by the Community Development Department. (1) 1.3 This approval shall become null and void unless the use is established within twelve (12) months of the date of this Exhibit. Time extensions may be granted if a written request is received by the Community Development Department within thirty (30) days prior to expiration. (1) 1.4 Approval of CUP 2023-0013 is contingent upon the applicant and property owner signing and returning to the Community Development Department a notarized "Agreement to Conditions Imposed" form and the property owner signing and recording with the County Clerk-Recorder a notarized "Notice of Discretionary Permit Approval and Conditions of Approval"form. The forms shall be established by the Community Development Director, and evidence of recordation shall be provided to the Community Development Department. Failure to comply with the Conditions of Approval of the establishment creates undue burden to City resources, or if the CUP is abandoned for a twelve (12) month period, these circumstances shall be grounds for revocation of the CUP. SOURCE CODES (1) STANDARD CONDITION (5) RESPONSIBLE AGENCY (2) CEQA MITIGATION (6) LANDSCAPING GUIDELINES (3) UNIFORM BUILDING CODE/S (7) PC/CC POLICY (4) DESIGN REVIEW *** EXCEPTION 32 Zoning Administrator Action 23-005 CUP 2023-0013 (1062 Irvine Boulevard) August 24, 2023 Page 2 (1) 1.5 Any transfer of ownership of the establishment and/or operator shall require the new owner and/or operator to sign and return an "Agreement to Conditions Imposed" form provided by the Community Development. Failure to do so would be a basis for revocation proceeding. (1) 1.6 Any violation of any of the conditions imposed is subject to the issuance of an Administrative Citation pursuant to TCC Section 1162(a). (1) 1.7 As a Condition of Approval of CUP 2023-0013, the applicant shall agree, at its sole cost and expense, to defend, indemnify, and hold harmless the City, its officers, employees, agents, and consultants,from any claim, action, or proceeding brought by a third party against the City, its officers, agents, and employees, which seeks to attack, set aside, challenge, void, or annul an approval of the City Council, the Planning Commission, Zoning Administrator, or any other decision-making body, including staff, concerning this project. The City agrees to promptly notify the applicant of any such claim or action filed against the City and to fully cooperate in the defense of any such action. The City may, at its sole cost and expense, elect to participate in the defense of any such action under this condition. (1) 1.8 The applicant shall be responsible for costs associated with any necessary code enforcement action, including attorney's fees, subjectto the applicable notice, hearing, and appeal process as established by the City Council by ordinance. SOURCE CODES (1) STANDARD CONDITION (5) RESPONSIBLE AGENCY REQUIREMENT (2) CEQA MITIGATION (6) LANDSCAPING GUIDELINES (3) UNIFORM BUILDING CODE/S (7) PC/CC POLICY (4) DESIGN REVIEW *** EXCEPTION 33 Zoning Administrator Action 23-005 CUP 2023-0013 (1062 Irvine Boulevard) August 24, 2023 Page 3 SIGNAGE (1) 2.1 A sign permit shall be applied for and obtained from the Community Development Department prior to constructing, erecting, altering, replacing, moving, or painting any sign, except for signs exempt from a permit according to the Tustin Sign Code. Permit applications shall be accompanied by information as required for a standard sign plan or master sign plan, pursuant to the Tustin Sign Code. (1) 2.2 All signs shall be structurally safe and maintained in good condition at all times. The Community Development Director shall have the authority to order repair, replacement, or removal of any signs which constitute a hazard or nuisance to the safety, health, or public welfare by reason of inadequate maintenance, dilapidation, or obsolescence. (1) 2.3 All signs shall be constructed of a non-corrosive, rust-resistant finish so as not to degrade in adverse weather conditions. (1) 2.4 The locations for any signs shall comply with the City of Tustin Guidelines for Determining Sign Location Visual Clearance and Public Safety Areas. Signs shall not be placed in a manner that will obstruct or inhibit sight distance or visibility for the motorist.At plan check submittal, all signs shall be clearly identified on plans as to the exact locations. Any signs in proximity to the public right-of-way that could impact driver sight shall be shown at a larger scale that will be adequate for plan check purposed. PLAN SUBMITTAL (1, 5) 3.1 Atthe time of sign permit application,the plans shall comply with the latest edition of State and City of Tustin adopted codes: California Building Code, California Electrical Code, California Plumbing Code, City Ordinances, and State and Federal laws and regulations. SOURCE CODES (1) STANDARD CONDITION (5) RESPONSIBLE AGENCY REQUIREMENT (2) CEQA MITIGATION (6) LANDSCAPING GUIDELINES (3) UNIFORM BUILDING CODE/S (7) PC/CC POLICY (4) DESIGN REVIEW *** EXCEPTION 34 Zoning Administrator Action 23-005 CUP 2023-0013 (1062 Irvine Boulevard) August 24, 2023 Page 4 FEES (1,5) 4.1 Within forty-eight (48) hours of approval of the subject project, the applicant shall deliver to the Community Development Department, a cashier's check payable to the COUNTY CLERK in the amount of fifty dollars ($50.00) to enable the City to file the appropriate environmental documentation for the project. If within such forty-eight (48) hour period the applicant has not delivered to the Community Development Department the above-noted check, the statute of limitations for any interested party to challenge the environmental determination under the provisions of the California Environmental Quality Act could be significantly lengthened. SOURCE CODES (1) STANDARD CONDITION (5) RESPONSIBLE AGENCY REQUIREMENT (2) CEQA MITIGATION (6) LANDSCAPING GUIDELINES (3) UNIFORM BUILDING CODE/S (7) PC/CC POLICY (4) DESIGN REVIEW *** EXCEPTION 35