The URL can be used to link to this page

Home My WebLink About21-2776LA City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 gi - maltzlorzp -Altir-aft IZ=•111111112771111M I WIMP! q III I 111 11 Emil BGC-002776-2021 Issue Date: 10/04/2021 a amcam Uomplet umpany XTpffmTmr-4fllll= I -Oil- accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ,,'-�6NTRACTOR SIGNATURE PEJAIT OFFICE() PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION AIN40"I'M 01-11:4 1111112:101 lvi 1111MA 1; 14 DAVIDSON SIGN SERVICES INC. 1201 --B CEDAR ST, SAFETY HARSOR, FL, 34695 * PH: (727)--726,-3555 FAX: (727)-726-3556 PERMIT AGENT AUTHORIZATION LETTER To Whom It May Concern: City of Zephyrhills Please be advised that 1, Daniel B. Davidson State of Florida Contractor License No. ESI 2000742, hereby authorize the following persons to act as an agent on my behalf. 1) Cindy Gould 2) Ed Krauss 3) Charles Buff State of County 0 4f, Sworn to (or affirmed) and supscribed before me this dav of am My Commission expires: (eponall Produced Identification Type of identification produced MSUSSA SMITH JONE$ COMMIUlon iGd 253216 Expires SepteMbor 9, 2022 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department —- Date Received Phone Contact for Permitting F(727 7726 -- 3555 Owner's Name SF Zephyr Commons Outparcels LIP Owner Phone Number =905-4&7x7-9200 Owner's Address 1 2851 John St. Suite One Markham Ontario Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 1 7646 Gall Blvd LOT # SUBDIVISION PARCEL ID#1 35-25-21-0130-00000-0070 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR r__J ADD/ALT FX -1 SIGN Q DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK E] FRAME STEEL ly, Install single face medallion sign cabinet on South elevation, and lettersets and logos on Ea_s]t I & West DESCRIPTION OF WORK elevations BUILDING SIZE SQ FOOTAGE HEIGHT 1E =BUILDING $ 6,000M VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY .,W,R.E C. =PLUMBING =MECHANICAL I$ VALUATION OF MECHANICAL INSTALLATION A/ =GAS ROOFING F__] SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 444+#* *4+4 ## # # BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN L_I±N J Address I License# ELECTRICIAN COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN L11 N_J Address I License # PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN E= Address License # MECHANICAL OANY = SIGNATURE REGISTERED Y/N FEE CURREN LILN _J Address License # '.'POMPANY Davidso SIGNATURE n Sign Services, Inc. OTHER REGISTERED Y/N FEE CURREN Address( 910 Harbor Lake CtSafety Harbor, FL 34695 License # I ES 12000742 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009, Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amerded. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees Must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances, CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs, If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment, Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland Areas, Altering Watercourses, Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every pen -nit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. I VIVA I 0111tallffl 13"=Xsjlta I IT, I %I :011WHY119 II I 116INK"Illi 011i RM U q LAWA I 1111111011A I I I' ra g I" I k, LLCMA ORMM I, FLORIDA JURAT (F.S. 117 OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. Public Commission Name of Notary typed, printed or stamped Subscribed to me me MIS ve produced Ay P MELISSASMITIRDONE S Commisslon#GG253275 A BrAud TWU swo N*ry $MINI Gentrecorp Management Services Limited 2851 John St., Suite One, Markham, Ontario, UR 5R7 R 905,477.9200 F: 905477.7390 MOMEM City of Zephyrhills, Florida bui WineV',err-v-Axr-#, 5335 8"' Street zephyrhills, FL 33542 Re: permit submittal authorization in connection with that certain lease dated December 7, 2020 (the I'Leaser) between SF Zephyr Commons Outparcels LP (the "Landlord") and Chipotle Mexican Grill of Colorado LLC (the "Tenant") for those certain premises located at Outparcel 7 (the "Leased Premises") in Zephyr Commons (the "Shopping Center"). To Whom It May Concern: Landlord hereby authorizes Tenant, or Tenant's authorize contractor, or their agent, to submit, on Landlord's behalf, for all required permits to perform building signage, installations, removals or maintenance to the Leased Premises approved by Landlord in accordance with the Lease. Thank you, State of Florida county of Palm Beach On this, the day of 2021, before me a notary Public, the undersigned officer, personally A-76— at n to me to be the person whose name is subscribed to the within appeared I know _1 ...... I at e _, & , executed the same for the purposes therein contained° instrument� and acknowledged that e exe In witness hereof, I hereunto set my hand and official seal, Notary Public EUZABETH RASUTI My COMMISSION # GG 9322332233 EXPIRES February 28,2024 Notary Public UridervOers Bonded Thru Not 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting (727 ) 726 _ 3555 0 a ** *a tlki a x I1I A eases , a Owner's Name SF Zephyr Commons Outparcels LP OwnerPhoneNumber 905-477-9200 Owner's Address 2851 John St. Suite One Markham Ontario Owner Phone Number T� Fee Simple Titleholder Name—� Owner Phone Number �T Fee Simple Titleholder Address A JOB ADDRESS 7646 Gall Blvd f` * V,`:, LOT# SUBDIVISION PARCEL ID# 35-25-21-0130-00000-0070 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR 8 ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR ® COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME—J STEEL DESCRIPTION OF WORK Install drive thru clearance bar and digital pick Up Sign. BUILDING SIZE So FOOTAGE = HEIGHT =BUILDING $3,500.000VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL =PLUMBING =MECHANICAL =GAS ROOFING Q FINISHED FLOOR ELEVATIONS AMP SERVICE PROGRESS ENERGY W.R.EC. VALUATION OF MECHANICAL INSTALLATION }, P SPECIALTY 0 OTHER FLOOD ZONE AREA =YES NO 4t BUILDER COMPANY SIGNATURE REGISTERED L_11 N FEE CURREN Y L N Address License # ELECTRICIAN COMPANY T SIGNATURE REGISTERED Y / N-_J FEE CURREN Y / N Address License # PLUMBER COMPANY =— SIGNATURE REGISTERED Y / N FEE CURREN YIN �j Address License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y / N FEE CURREN Address ri. License # �® OTHER /), ;, J COMPANY Davidson Si n Services, Inc. SIGNATURE` REGISTERED Y / N FEE CURREN Address 910 Harbor Lake Ct. Safety Harbor, FL 34695 License # ES12000742 --, aa�#183aa�i�aaaaaa�a��al�aaaaaaa#aa�aaaa€t;rlls;€ai#ia�ii€d1€�iaa316ai3 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms, R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) ** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department ` NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions' which may be more restrictive r than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency -Asbestos abatement. - Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. Purl Commission Name of Notary typed, printed or stamped Subscribed a n to (or affirmed) betdre me this Who is/ar ersonally known to me or has/have produced `11 as identification. MELISSA SMITH JONES * 67 } Commissloh #Cp 253275 Expire; September 9, 2022 of I Banded T* Rixl et NoUry Services Gentrecorp Management Services Limited 2-8,51 John St,, Suite One, Markham, Ontario, L3R 5R7 R 905A77,9200 F-1 905, 477.7390 Ire CentreCORP City of Zephyrhills, Florida Building/pen-nitting Department 5335 St' Street Zephyrhills, F1, 33542 Re: Permit submittal authorization in connection with that certain lease dated December 7, 2020 (the "Lease") between SF Zephyr Commons Outparcels LP (the "Landlord") and Chipotle Mexican Grill of Colorado LLC (the "Tenant") for those certain premises located at Outparcel 7 (the "Leased Premises") in Zephyr Commons (the "Shopping Center"). To Whom It May Concern: Landlord hereby authorizes Tenant, or Tenant's authorize contractor, or their agent, to submit, on Landlord's behalf, for all required pen -nits to perform building signage installations, removals or maintenance to the Leased Premises approved by Landlord in accordance with the Lease. Thank you, Michael Crosby, ASO SF Zephyr Commons Outparcels LP State of Florida County of Palm Beach On this, the C4 day of 2021, before me a notary public, the undersigned officer, personally appeared _AA' nown to me to be the person whose name is subscribed to the within instrument, and acknowledged that he executed the same for the purposes therein contained. In witness hereof, I hereunto set my hand and official seal, Notary Public ---------- -- - ELE ZA ETH NAIU" LIZABETH NASUTI � Co 'At N #0 32233 t SIO 09 Ay M � e ruary 2 My C01AWSSION 4 00 932233 EXPIRES February 8,2 24 EXPIRES: February 28,2024 �V U I 't re M Bonded Wu Notary Public Underwtfters I N SWE PLAN SCALE: 1132"= V-011 1' BH 3 WALL SIGN Quantity (1 m PICK-UP DISC (INTERIOR I Quantity (1) TENANT PANELS Quantity (2) OVANW.�al-- A AMON 3725 Canal Drive Fort Collins, CO 80524 970 484 3637 www.adconsigns.com Design Proposal for: Chipotle Mexican Grill Ze whills ,,Z 7"6G,118 --d Sign Type: ---------- Various Date: May 20 20_21 Drawn by:-- Joshua L. Account Manager. AL K. --Kris - Project Manager—_ File Name: Site ft. Client Approval E] Approved El Approved As Noted i ,P_tidse And Resubmit 1 ----J Prrtmrm 14�r- Appm4 DateProject Mgr. Approval _ 6ata FAccount 1091 APPI-d P&D Mgr. App-al Dcc, 1 Revision Notes Dot No. W.O. No. 3276 Rev. No. A Sheet No. —11111 _ 2.0 Emu: -3-M2='.1 0" _._ EQ. { EQ. (2) SOUTH ELEVATION 2.0 SCALE: 3/32"= V-0" �4 _ EAST ELEVATION 2.0 SCALE: 3/32"= V-0" ign Pick -Up Disc Flush Mounted 0000 old INTERIOR ELEVATION 2.0 SCALE: 3/32"= 1'-0" 1=1710W 3725 Canal Drive Fort Collins, CO 80524 970 484 3637 www.adcorisigns.com Design Proposal for: Chipotle Mexican Grill Zephyrhills store #3687 7 46 Gan eoWeva d Zephyrhills, FL 33541 Sign Type: Various Date: May 20 2021 Drawn by: Joshua L. Account Manager: Kdsli M. Project Manager: File Name: Elavetiorrs Client ApProvaB7 oalerore NOTE: Please enwra A ,d tine cM1anaes al, poled on "dwwmpphorrorwwmrpwo r,ocousuh=equenvo a5oo"i lroopol.'n me red lim 11119 s IN.Ad on th'3 drawing, eny ME,, +3nq,s wim asok In addruo blu g othe I& ,f $9 per how, I❑ Approved (❑ Approved As Noted El Revise And Resubmit-J Productloo Mgr. Approval Date JProject Mgr. Approvai Date Account Mgr. Approval Date t P&DMgr.Approv l Date Revision Notes: rGvi_+a Ear, elevation placement Dot No. W.O. No. 3276 Rev. No. g WE: 05-25-21 ev: dLL Sheet No. 2.0 I GENERAL NOTES - - --T. NOTE STEFFANO De LUCA& —' -—� -AWAITING CURRENT ELEVATIONS (ROM THE IANOLORD. cu J ASSOCfATES lNC. - - `I NXTERIRCH IT EATINOVEMB WNWER[RE[LDNO7FROM THE SHELL ARCHfiEC NOVEMBPR1Dt9.SHOUtD NC'AifPCf , v F �I I p i a� I I a TWREAR EXTERIOR ELEVATION r � C a Ps cM O IJIL �I tl z w A, RE j n SOUTH/SIDE EXTERIOR ELEVATION - -111 °1E0,«s EXTERIOR ELEVATIONS �} EAST/ERONT EXTERIOR ELEVATION A301 rt2)�' Q�O -0 —0 L-0 UP1 4 2 %" 2- V �l FACE VIEW W_ 2 '\ END VIEW �.O SCALE: 1/2"= V-0" ��o SCALE: 1/2"= V-0" SPECIFICATIONS FOR (1) ILLUMINATED WALL SIGN 0 CHANNEL LETTERS "CHIPOTLE" AND PEPPER LOGO LETTER TYPE= Face -Lit pan channel letters DEPTH=3" FACES=3/16" Cyro #2447 Milk -White acrylic PEPPER GRAPHIC=040" pre -fin. Adobo brown alum. F.C.O. overlay TRIMCAP= I' Brown Jewelite BACKS=.040"Pre-finished white aluminum RETURNS=.040' Pre -finished Adobe Brown aluminum (w/ weep holes) ILLUMINATION= Sloan Prism Mini White LEDs MOUNTING=Mount flush to face of cabinets with #10 "blunt" ended screws as req. BROWN & RED REVERSE PAN CABINETS CABINET TYPE=Halo-Lit reverse pan DEPTH=2 5/8" FACE= 1/8" Aluminum RETURNS=@ Top & bottom: 2 1/2" x 1/8'Alum. angle @ Ends/corners: (one-piece) 118'Alum. weld and Versilok to face BACK=.150 Clear lexan wl perimeter angle clips for rev, pan attachment ILLUMINATION= Sloan Prism Mini White LEDs ATTACHMENT= (2) 1 '/2" x I /,"x 1/8'alum. & (2) 2" x 2" x I/&" alum angle angle spacer/mounting bars w/ 45' cut ends on back side of lexan back. MOUNTING=Mount to existing fascia w/ 3/8"fasteners through aluminum angle mounting frame assembly ELECTRICAL PRIMARY=120V power supply mounted inside Cabinet's internal raceway (leave 6'-0" pigtail on back of cabinet) SECONDARY=12V LED wires & power supplies inside of cabinets ACCESS PANEL=118" alum. '0" center attaches to back side of channel letter. Remove entire "0' for power supply access. POWER DISCONNECT= Toggle switch on cabinet return ELECTRICAL HOOK-UP= Final electrical connection of sign is by others COLOR SPECIFICATIONS 8 RTM. EMS #484C "Roasted Red" (Nuance) P.T.M. PMS #4625C "Adobe Brown" (Nuance) NOTE: Paint all exposed fasteners to match adjacent finish i"�3 ILLUMINATION RENDERING `,, �.O SCALE: N.T.S. Existir Reverse Pan Cat Internal raceway with LED power supply. See frame sheet for power -out placement Channel Letter 1" #14 Slv 3/1 E 42 END SECTION � �.O SCALE: N.T.S. 3725 Canal Drive Fort Collins, CO 80524 970 484 3637 www.adconsigns.corn iralliauNal moped of Atlroetnc. My Design Proposal for. Chipotle Mexican Grill Zcph ,yrnills score 687 7646 GO 13-le— Z.phy,1,111, FL 33541 Sign Type: BH3 Date: May 20, 2021 Drawn by: J.L. Account Manager Ktisti M. Project Manager: File Name: 3H-3 ProduaorttrApprovat Dael I I r1111d1,111 A111rwil Dale! A=in111gr.4Fo,4 Date P&D 1091,Appmlal Data Revision Notes: Dot No, W.O. No. 3276 Date Rev. No. A Sheet No. 5.0 Sign Design Based OIL FBC 7th Edition 2020 HVHZ 1620 WITH WIND LOADS PER ASCE 7-1 2'-6 1/2" 1/2" t 2'-61/2"12`-13/8" 6 1 ' TYPR.. A. G o � I o C} a0 O V-7 1/2" TYP. 2'-6 1/2" L — 5 1/2" TYP. CHANNEL LETTER TYP. SIGN CABINET TYP. t --4 2" [- 2 5/8"-..�---! 3/4" STUCCO ER CMU WALL DIA., 2 1/2" MIN. 3ED. HILT[ KB-3 S.S. 3ONRY ANCHOR, (ICC-ESR#1385) I.D. COMPRESSION EVE, TYP. a®L-€® v r-% 1 Ivt v EMBED. HILT[ KB-3 S.S. N.T.S. MASONRY ANCHOR, TYP. (ICC-ESR#1385) NOTE: SPECIAL INSPECTION REQUIRED FOR POST INSTALLED ANCHOR PER [CC-ESR#1385 Job # JTS ; 34821 Pmjecct ChiputeMextcan Gnll 3687 ,VaHSign TTdeSH-3 Job L o aton 7646 GaH Bivd Zeptl -ftRs Fi IWUT DATA Co n G'~¢ 2 " x 12`-4 tG Cabinet" E= st:;Yeea egorytB C 0nu) C R,Str Ca31O^ U im, ate Desgn','1rtds peed # 0 t H Topograpnc factor K, _ H e yh o, Me < gr€ h = 1 j FT Ve as 4# m e3'ES#,`irt (,or wa §. S = I,) S = 2 54 FT H onzont26 dim ens5'On E _ 1212 F a Dinlensior, of return corner L 0,64 TT ANALYSIS t Pressure `-z = 0.00256 K , Itd V2 K, 43,08 PSF Wit*=e.-. SIGN q, v o c:typ' -ess` 7t� a t hek i:t h # Ej 26 1 p a Ve. 26,& I'ia P°e$$i..tw eva° :�--h&ght aloove RRnd ie%e, l3 pTab, 28 ,3-1.. page 268/ Fe._ = vvmd d -e£t nality fact. , (Tab, 26 8-1. pag-,- 2 •E) - 085 Kz = Tscttr d€3e,,wu3r fact ,see(Tab 2 9-` page268t = 1,00 Wind Force Low Rise StAkUngs (Sec 30 4 2 & 29 4' t,axhonzera# wiadpressure =p= v= _ [-68]PSF GC, =e:,ternaipresswea coe#urger s:Fg 304-1 pape2T7") 1-01 = B s = the g`Oss area _ 30's -Tt RY DESIGN SUMMARY Allowable Stress Design Wind Pastor = Q. Design Wind Pressure = 0.6 x P =1 26.21 fPSF Design Windforce, F = 26.21 X As =, 021 -(KIPS Sign Parameters, Weight of cabinet D _ 123 LBS . extra! distanre L'eivveen anchc�rs.v = 163 FT 13 (return)= FT Offset from nnectEon = 008 ems. Mn' no' of tap or lboti. anchors = 5 NO AnchorDesign HL#F!tomw,S. MAS=:faP, ANCH: Req'd USE. a,. LSR t_..� '€�•r-;•._,.,, ctl5i. 2112„ N. 10JEED T - 626 Shear Re ` , f = 764 Unity - 2-'' v , A$ NOTES GENERAL: STEEL: SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO FBC 7TH EDITION 2020 HVHZ1620 WITH WIND PROVIDE ISOLATION OF DISSIMILAR MATERIALS. LOADS PER ASCE 7-16 COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. PLATE, ANGLE, CHANNEL TEE: ASTM A36 THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-16. WIDE FLANGE: ASTM A992 PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. STEEL / ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE. HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B OR EQUIVALENT. SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 ALL EXPOSED STEEL TO BE PRIMED & PAINTED (POWDER COAT AS AN ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 OR ASTM A449 OPTION) OR ALTERNATIVELY USE GALVANIZED STEEL. ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE: ASTM A276 ANCHORS: ALL BOLTS TO BE ZINC COATED: ASTM B633 BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON DEFORMED REINFORCING REBAR: ASTM A615 GRADE 60. PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. ALUMINUM: DESIGN AND FABRICATION ACCORDING TO 2015 ALUM. DESIGN MANUAL PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM . ALLOY 6061 - T6 WITH 0.098 LBS PER CUBIC INCH. WELDING: STEEL DESIGN AND FABRICATION ACCORDING TO AWS D1.1. / D1.3 AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. E70 XX ELECTRODE FOR SMAW PROCESS. E70S XX ELECTRODE FOR GMAW PROCESS. ER7 XX ELECTRODE FOR GTAW PROCESS. E70T XX ELECTRODE FOR FCAW PROCESS. ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB AT ZERO WAS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION TEST METHOD OR MFG'S. CERTIFICATION. ALUMINUM DESIGN AND FABRICATION ACCORDING TO AWS D1.2. ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2015 ALUMINUM DESIGN MANUAL. www.yjine.com P.O. BOX 802050 a ' SANTA CLARTA, CA. 913$4 TEL. 661 259-0700 FAX. 661 259-0900 ' ) ) SHEET TITLE: DRN BY: J.W. DATE LAST REVISER: Jul23, 2021 REV. NO. REV DATE �' CHK BY: T.J. PROD. START DATE: 07/15121 1 -;- REV BY: T.J. SCALE: AS SHOWN 2 �_/_ 1 v� E B - PLOTTED BY: Angie Ocampo ON 7/23/2021 10:14:45 A A 3 REVISED BY PROJECT JOB JTS_134821_Chipatie Mexican Grill #3687_Signage_Gali Blvd.-Zephyrhiils-FLdwg PROJECT LOCATION: CHIPOTLE MEXICAN GRILL #3687 SHEET # 7646 GALL BLVD. q ZEPHYRHLLS, FL 1 OF i - 1 - 1V-8 1/2" 235 ----- I � t-AL;t Vlt:vv �.O SCALE: 1/2"= 1'-0" SPECIFICATIONS FOR (1) ILLUMINATED WALL SIGN CHANNEL LETTERS "CHIPOTLE" AND PEPPER LOGO LETTER TYPE=Face-Lit pan channel letters DEPTH=3" FACES=3/16" Clime #2447 Milk -White acrylic PEPPER GRAPHIC=040" pre -fin. Adobe brown alum, F.C.O. overlay TRIMCAP=I" Brown Jewelite BACKS=,040" Pre -finished white aluminum RETURNS=.040' Pre -finished Adobe Brown aluminum (wl weep holes) ILLUMINATION=Sloan Prism Mini White LEDs MOUNTING=Mount flush to face of cabinets with #10 "blunt" ended screws as red, BROWN & RED REVERSE PAN CABINETS CABINET TYPE=Halo-Lit reverse pan DEPTH=2 5/8' FACE= 1/8"Aluminum RETURNS=@ Top & bottom: 2 112" x 1/8" Alum. angle @ Endslcorners: (one-piece) 1/8" Alum, weld and Versilok to face BACK=.1 50 Clear [axon wl perimeter angle clips for rev. pan attachment ILLUMINATION=Sloan Prism Mini White LEDs ATTACHMENT=(2)11/2" x I I/," x 1/8" alum. & (2) 2" x 2"x 1/8" alum angle angle spacer/mounting bars w/ 45' cut ends on back side of lexan back. MOUNTING=Mount to existing fascia wl 3/8" fasteners through aluminum angle mounting frame assembly ELECTRICAL PRIMARY=120V power supply mounted inside Cabinet's internal raceway (leave I 6-0" pigtail tail on back of cabinet) p SECONDARY= 1 2V LED wires & power supplies inside of cabinets ACCESS PANEL=1/8" alum, "C" center attaches to back side of channel letter. Remove entire "C" for power supply access, POWER DISCONNECT= Toggle switch on cabinet return ELECTRICAL HOOK-UP= Final electrical connection of sign is by others 0*-2 5/8" 0'-2" 0'- 3 2 END VIEW �.O SCALE: 1/2"= V.0" COLOR SPECIFICATIONS 8 P.T.M. PMS #484C "Roasted Red" (Nuance) P.T.M. PMS #4625C "Adobe Brown" (Nuance) NOTE: Paint all exposed fasteners to match adjacent finish (i\ ILLUMINATION RENDERING \,��.O SCALE: N.T.S. Existir Reverse Pan Cat Internal raceway with LED power supply. See frame sheet for power -out placement Channel Letter 1" #14 SN/ 311 E 2 %" 2" ('�4 END SECTION 1\ �-o SCALE: N.T.S. 3725 Canal Drive Fort Collins, CO 80524 970 484 3637 www.adconsigns.com �,2 limit ixe Design Proposal for, ChIpottle Mexican Grill Zephyrhills Store #36, 7646G.1113-1.... ZePhyfiills, Gt. 33W Sign Type: CH-3 Date: JMay :2:Q 2-021 Drawn Account Manager: KrOl M. Project Manager.__ File Name C:H3 C lient Approval Approved Approved As Noted Revise And Resubmit PirpraidoaMT,Approval care Project mgf, Appiwd Date A== lo,,Appravol Date P&D Mar. Approval Date Revision Notes: Dot No. wo. No. 3276 Data: Rev. No. A Byl Sheet No. 3.0 Sign Design Based On FBC 7th Edition 2020 HVHZ 1620 WITH WIND LOADS PER ASC E 7-16 11'-8 1/2" 2'-0" 9'-6 3/8" 51/8 5 1/8' EQ. InA TYP. TYP. TYP. TYP. Lu ZZ 9 t9 2'-0- TYP. q1/2" zN 5 LAREA WAt TYP. TYP. CONSIDERED ��3/ DW, 2 1/2"MIN. EMBED. HILTI KB-3 S.S. ELEVATION MASONRY ANCHOR, TYP. (ICC-ESR#1385) N-T,S- 2 5/1 2--0" 1'3" TYP. CHANNEL LETTER TYP. SIGN CABINET TYP. 314" STUCCO -R CMU WALL DIA., 2 1/2" MIN. !ED. HILT[ KB-3 S.S. 3ONRY ANCHOR, 1. (ICC-ESR#1385) I.D. COMPRESSION :EVE, TYP. NOTE: SPECIAL INSPECTION REQUIRED FOR POST INSTALLED ANCHOR PER ICC-E$R#1385 GENERAL: SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. PROVIDE ISOLATION OF DISSIMILAR MATERIALS. COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-16. PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF STEEL / ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE. SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS ALL EXPOSED STEEL TO BE PRIMED & PAINTED (POWDER COAT AS AN OPTION) OR ALTERNATIVELY USE GALVANIZED STEEL. ANCHORS: BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. Job # JTS 134821 Project Chipotle !Aetdran Grill 93687 -'Nall Sign Type CH-3 Job Location 7646 Gall Bud Zephyrtuffs, FL MUT DATA Con nbuta 2'-0' x 0"-6 318' Cabinef Exposure celegory(B. C or D) C Risk Category it Ulinnate Design Wirdspeed 150 NP H Topographic 'actor Kj I Ral. Heightrifthesign h 1800 FT Vertical dimension (for "Nalf- a = h) s = 2,G0 FT Horizontal dimerision B = 953 FT Dimension of return comer L, 067 FT MINW-1 =0.00256KK�,K,V'K. = 43.08 PSF where, rl,z selocify pressure at height h,(Eq 26 10,1 page 20) Kz = velocity pressure exposure coefficient = 0,88 evaluated atheightabove gRnd Ievel- h (Tab 26 10-1, page 268) K, = wind arrectortmayfactor. (lab 26 6-1, page 266) 0,95 K, = ground elevetion factor, see (Tab. 26.9-1. page 268) LOB Wind Force Low Rise Bid (See, 30 4 2 & 29 4) �#s Pvlax horizontal vand pres sure = p = q GCv = exlernaf pressure coefficients (Fig. 30.4-1, page 277) 1,05 N = B s = the gross area, 191 FT2 DESIGN SLMMARY Aflowabler Stress, Design Wind Factor Design Wind Pre swre 0.6 x p PSF It Design Windlorce, F 27.16 x As= KIPS JAI%, Sign Para teas; Weight of cabinet, DL = 77 LBS fqm 85M Vertical distance between anchors,y = 108 FT b (return) 0, 67 FT Oftet from Connection = Min, no, of top or bott. anchors = 0,08 FT 4 NO 9116E OF 40MIDP' % A HIL 'T KB-3 S. S. MASONRY ANCHOR Tension Peqd, USE ICC-E:Sf 1385 for 4'edge dfst T = 96, 3,2' DIA- x 2 112"M IN, eA BED T = Shear Reqd. 626 V = 1.3 V = 76A Unity = 626) 4 13 1 164 )= 0 17 < I (OK) STEEL: DESIGN AND FABRICATION ACCORDING TO FBC 7TH EDITION 2020 HVHZ1620 WITH WIND LOADS PER ASCE 7-16 PLATE, ANGLE, CHANNEL TEE: ASTM A36 WIDE FLANGE: ASTM A992 ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B OR EQUIVALENT. ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 OR ASTM A449 ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE: ASTM A276 ALL BOLTS TO BE ZINC COATED: ASTM B633 DEFORMED REINFORCING REBAR: ASTM A615 GRADE 60. ALUMINUM: DESIGN AND FABRICATION ACCORDING TO 2015 ALUM. DESIGN MANUAL PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM ALLOY 6061 - T6 WITH 0.098 LBS PER CUBIC INCH - WELDING: STEEL DESIGN AND FABRICATION ACCORDING TO AWS D1.1. / D1.3 AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. E70 XX ELECTRODE FOR SMAW PROCESS. E70S XX ELECTRODE FOR GMAW PROCESS. ER7 XX ELECTRODE FOR GTAW PROCESS. E70T XX ELECTRODE FOR FCAW PROCESS. ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE WELDS THAT HAVE A MINIMUM CHARRY V-NOTCH TOUGHNESS OF 20FT-LB AT ZERO 0' AS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION TEST METHOD OR MFG'S. CERTIFICATION. ALUMINUM DESIGN AND FABRICATION ACCORDING TO AWS D1.2. ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. FILLER ALLOYS PER TABLES M.9.1 & M.92 OF 2015 ALUMINUM DESIGN MANUAL. wwv.yjinc.com Blvd-_ZephyrhilIs FL,dwg P.O. BOX 802050 SHEET# SANTA CLARITA, CA. 91380 TEL. (661)259-0700 FAX. (661)259-0900 OF SHEET TITLE: 1 f DRN BY: J.W. DATE LAST REVISED: Jul 23, 2021 REV. NO. REV. DATE REVISED BY PROJECT JOB#: JTS-134821_Chipotle Mexican Grill #3687-Signage_Gall CHK BY: T.J. PROD. START DATE: 07/15121 1 PROJECT LOCATION: CHIPOTLE MEXICAN GRILL 43687 7646 GALL BLVD. ZEPHYRHILLS, FL REV BY: T.J.SCALE: AS SHOWN 2 PLOTTED BY: Angie Ocampo ON 7/23/2021 10:13:27 A A 3 -/-1- I < < 2. '0 4'-8 1/2" TYP. N,T,S. 51-0. i SIGN CABINET 5'-0- fry DIA., 2 1/2" MIN. EMBED. HILTI KB-3 S.S. MASONRY ANCHOR, TYP. (ICC-ESR#1385) 3 I/a- 1 1J2- -T, 4'-8 1/2" TYP. Sign Design Based On FBC 7th Edition 2020 HVHZ 1620 WITH WIND LOADS PER ASCE 7-16 Job * JTS134821 Project Chipotle Memcan Gaff #3687 - Modallion Job Location 7646 Gail Blvd- 7ephyrhffls, F1 3/8' DIA,, 2 112" MIN. INPUT DATA EMBED, HILTI KB-3 S.S. MASONRY ANCHOR, Exposure catego, y (6, C or D) C TYP. (ICC-ESR#1385) Risk Category It Uffirnate Design Windspeed V,;-T 50 MPH Toprigraphm factor Kz, I rat Height of the sign h = 18CO FT Vertical dimension (for wall, s - h) a 500 FT Average Hofiwntai dimension B = 3.93 FT Dimension of return crimer 0.32 FT ANALYSIS veloc!!Y pressure q, = O00256 Kz Krz K, V'V,. = 43,08 PSF where ci� iiel=ty pres sure at height h ( Eq 26, 10-1 page 268) K, = velocity pressure exposure coeffiment 0.88 evaluated atheight abo* g'Znd. level,h rlab.265-10-1. page 268) K, = wind directionafity factor. Jab. 26,6-1 , page 266) 0,85 K. = ground efe-vation factor, see (Tab, 26.9-1, page 268) 1,00 Wind Force Low Rise Buikfiri (Ser 30 4,2 & 29 4) Max hanzontaf wind pressure = Is - q,, GC, E4 J:6:] PSF GC, = axlemal pressure coeffivepts (Pig 30 4-1, page 277) 1X5 A, = B s _the gross area 191 FT` SIGN CABINET DESIGN SUMMARY Allowable Stress Design Wind Factor= Design Wind Pressure 0.6 X P = PSF A Design Windforce, F 27A0 x As = KIPS Sign Parameters: Weight of cabinet, DL = 80 LBS Vertical distance Idabivisen anchors, y 4.71 FT b (return;/ = 0.32 PT Offset frorn Connection =0,08 FT EX. 3/4" STUCCO OVER CMU WALL Min- no, of top or bott, anchors = I NO Anchorpt§lgn HILTI KB-3 S.S. MASONRY ANCHOR Tension Req'd USE ICC-ESR#1385 for 4'edge Est. ITAT = 2 71 F-ii:'61;��-,"x- 2 T = 626 N.T.S. Shear Reqd. N. V = 40 V = 764 NOTE: SPECIAL INSPECTION REQUIRED FOR POST INSTALLED ANCHOR PER ICC-ESR#1385 Unifty = 271 i 626) + 40 1 764 0,48 1 (0 K) NOTES: \ 6%. - JAC6" GENERAL: STEEL: WELDING: 011�1e . SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO FBC 7TH EDITION 2020 HVHZ1620 WITH WIND STEEL .. .. ***1 . V % — PROVIDE ISOLATION OF DISSIMILAR MATERIALS. LOADS PER ASCE 7-16 DESIGN AND FABRICATION ACCORDING TO AWS Dl.l. / D1.3 COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT, PLATE, ANGLE, CHANNEL TEE: ASTM A36 AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-16. WIDE FLANGE: ASTM A992 E70 XX ELECTRODE FOR SMAW PROCESS. E70S XX ELECTRODE FOR GMAW PROCESS. PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF ROUND PIPE: ASTM A53 GRADE 8 OR EQUIVALENT. HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B OR EQUIVALENT. ER7 XX ELECTRODE FOR GTAW PROCESS. STEEL / ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE. SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 E70T XX ELECTRODE FOR FCAW PROCESS. 0 8/2023 ALL EXPOSED STEEL TO BE PRIMED & PAINTED (POWDER COAT AS AN ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 OR ASTM A449 ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB STATE OF AT ZERO 0' AS DETERMINED BY THE APPROPRIATE AWS AS CLASSIFICATION OPTION) OR ALTERNATIVELY USE GALVANIZED STEEL. ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE, ASTM A276 ALL BOLTS TO BE ZINC COATED: ASTM 6633 TEST METHOD OR MFG'S. CERTIFICATION. ......... ANCHORS: BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON DEFORMED REINFORCING REBAR: ASTM A615 GRADE 60. ALUMINUM PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. ALUMINUM: DESIGN AND FABRICATION ACCORDING TO AWS D1.2. ALL WELDING IN DESIGN AND FABRICATION ACCORDING TO 2015 ALUM. DESIGN MANUAL PLATES, ANGLES, ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5,10. CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2015 ALUMINUM DESIGN MANUAL, Q ALLOY 6061 - T6 WITH 0.098 LES PER CUBIC INCH. www,yjinc.com SHEET TITLE: DRN BY: J.W. DATE LAST REVISED: Jul 23, 2021 REV. NO. REV. DATE REVISED BY PROJECT JOB #: JTSI 34821 Chipotle Mexican Grill #3687_Signage Gail Blvd.-Zephyftlis FL.dwg P.O. BOX 802050 M —M& CHK BY: T.J. PROD. ST ART DATE: 07/15/21 1 PROJECT LOCATION: CHIPOTLE MEXICAN GRILL 93687 SHEET # Gin-31POVEMR=10" QW#3687 'ALE: 7646 GALL BLVD, SANTA CLARITA, CA. 91380 REV BY: AS SHOWN 2 1-4-1- ZEPHYRHILLS, FL TEL. (661)259-0700 FAX. (661)259-0900 D13MAXAM039 PLOTTED BY: Angie Ocampo ON 7/23/2021 10:14:04 1 1 OF 0'-1 1 /2" �J 2 1 FACE ELEVATION END VIEW 4.0 SCALE 3/4"= V-0" 4.0 SCALE: 3/4"= 1'-0" 4'-11 '/<<" (backer frame) 4'-5'/<<" (2" strap) 2"x1/4"alum. 2"x2"x1" angle lift points Alum, angle brackets. Rivet e to backer and 5 q #8 fasteners through face re turns i I a 2" x 1 /4" alum. flat strap cross braces _ - p On/Off toggle ' tt switch 5, 0., i f LED (outside of # J ansformers eturn ! as required 1 j j 1/8" alum. return welded and Versaloked to face LEDs- quantity and - Power Out 3 FRAME ELEVATION layout as required 4.0 SCALE 3/4"= V-0" 1/8" Alum. return tar weld and vers to face SPECIFICATIONS FOR (1) ILLUMINATED S/F MEDALLION sok ELECTRICAL Countersunk screws -r to secure fare CABINET FACE=1/8" Aluminum w/ 3" returns. Returns are 3" x 1/16" aluminum PRIMARY=120V w/ toggle switch on cabinet return (leave 6'-0" pigtail assembly Spot weld/Versilok returns to back side of face lead coiled inside cabinet) BACK=.125" Aluminum disc centered & riveted to .150" Clear [axon disc. SECONDARY=I2V LED controller and wiring housed in cabinet 2" x 2" x 1"Alum. it 2" angle cut to 1" wide brackets for attachment HOOK-UP=120V electrical to sign and final hook up is by others angle Brackets a • GRAPHICS= 1" Clear acrylic push-thru w/ vinyl overlay and second COLORS AND FINISHES' f t' surface diffuser film ILLUMINATION= Sloan Prism Mini White LEDs P1 P.T.M. PMS #484C "Roasted Red" (Nuance)-- MOU NTING= Thru bolt to backer w/ fasteners and stand-offs as req. P.T.M. PMS #4625C "Adobe Brown" 1/8" Alum. face'. SERVICE ACCESS= Removable pan channel face -Attachment to angle P2 (Nuance) brackets via counter sink screws through perimeter of returns P3 P.T.M. White 1" Clear acrylic JI BACKER PANEL DISC V1 1st surface 3M #3630-20 White vinyl overlay push-thru with '.. routed mounting FRAME= 1" x 1" x 1/8" alum, sq. tube perimeter wf 1" x 2" x 1/8" alum, flange t rec. tube cross members NOTE: Paint all exposed fasteners and heyco caps to match adjacent finish FACE=1/8" Aluminum versilok to frame BACK= N/A INSTALL=Mount to fascia with 3/8" fasteners through rec. tube frame Studs/washers/ members. NOTE: Heyco caps required in backer panel face nuts as req. to _ secure push-thru 5 FRAME SECTION ENLARG 4.0 SCALE: NO SCALE 4'\ FRAME END VIEW \, .'.O SCALE: 3/4"= V-0" 5/16" (min.) Fasten through 1/8" back int fascia as req, per location condltons LEDs- quantity and layout as required — 3/ 6" lexan ring ,8.lum. backer panel 4" x 2" alum. strap 3725 Canal Drive Fort Collins, CO 80524 970 484 3637 www.adconsigns.com Design Proposal for, Chipotle Mexican Grill Zephyrhills store Race] Zephyrh its, FL 33W Sign Type: Medallion Date: May 20 2021 Drawn by: 3.L Account Manager: Krisfi M. Project Manager: File Name: Madmen ProductlonMgr. Approval _52teI I, Proj 9 rwal -.. I _Da I IAasrarSMgc Appmd Date( it P&D Mgr Approvaf Date — Revision Notes: Dot No. W.O. No. 3276 : Rev. No. A DatBye: Sheet No. 4.0 wv o SITE PLAN �.O SCALE: 1/32"= V-10" ir CH-3 WALL SIGN Quantity (1) IN NO it] 2 e CLEARANCE BAR DPU SIGN Quantity (1) Quantity (1) 1d9=1kL m 01 m PICK-UP DISC (INTERIOR) Quantity (1) NOINSONcOn 3725 Canal Drive Fort Collins, CO 80524 970 484 3637 www.adconsigns.com Design Proposal for., Chipotle Mexican Grill Z a't�,h rhill. 11 7 7W GMI a-I-.rd z.0yo,111., FL 3350 Sign Type, various Date:MW20 2021 Drawn by: Joshua L. Account Manager: .... &rtsfi M. Project Manager: File Plan i Client Approval ore l❑ E3 Approved 0 Approved As Noted Reuse -And -Resubmit Project Mgr. Approval Date A=rI, h1q. A4Vwal Date! Pap Mg,, Approval Dale, Revision Notes. Dot No. W.O. No. 3276 Rev. No. A sheet No. 1.0 8'-7" P1 PT V-3- 01 PLAN VIEW \,�O SCALE: 112"=V-0" 9'-3" &J" 0'-8" P11 "Break- away" Beam pivots upon pivoting P., (returns 1, face overlay) impact then self aligns point (face of red, tube/behind back to original position face overlay) Pi 10' -6" A.F.F. (4) %" x 24" all -thread with nut & washer in caisson Electrical sweep by installer 2500 psi Concrete caisson w/ X r,b,r #4 ties to 5" w/ %%J2) C top 18F #4 tl:s O.C. #4 ties 1 12' 6.C. remainder and (5) 5 verts. 3" clearance N K ELEVATION � �.O SCALE: 11/2"=V-0" SPECIFICATIONS FOR (1) ILLUMINATED S/F BREAKAWAY CLEARANCE BAR 0 POSTIBEAM= 1/2" Steel mounting plate welded to 4" Sen. 40 steel pipe wl 3%" sch. 40 steel pipe sleeve (for beam breakaway)- Water jet -cut & brake formed 1/8" alum, beam and pole cover w/ removable access panels Breakaway: To minimize damage from impact, the top beam will give way and rotate when struck then swing back and self align to original position Downlighting: 3/16" Milk White tens on bottom of beam washes light onto clearance bar below Illumination: Sloan Prism White LEDs CLEARANCE BAR= 5"x 2" Red. tube (w/capped ends) & 1/8" Alum face (wl reverse -cut text & arrow) overlay. Face overlay attaches to red. tube wl countersink screws Atachment: suspended from beam via 3/16" S.S. cable system Illumination: See above la "Downlighting' 0 MOUNTING= Steel base plate attaches to embedded bolts in caisson 0 CONCRETE= Sonotube formed concrete caisson wl (4) 5/8" embedded all -thread mounting, electrical sweep, and rebar cage as red. 0'-8" — 1 1-4 Pi 5 -*-"Break- P1 (back) away" pivoting point BREAKAWAY 6.0 SCALE: N.T.S. Powder coat IFS Rustic SRBM 90146 Paint A-N "White" (Satin) Steel te PIP P11 typ" SECTION NOTE: Paint all exposed fasteners to match adjacent finish END VIEW /4�\ OPPOSITE ELEVATION �.O SCALE: 112"=V-0" �, �.O SCALE: 112"=V-0" 3725 Canal Drive Fort Collins, CO 80524 970 484 3637 www.adconsigns.com x; Design Proposal for, Chipotle Mexican Grill Zeph yffiffis SW, _ 7.6 G.11 8-1-0 Z,phy-11,FL 33541 Sign Type: Clearance Bar Date: May 20,2021 Drawn by: J.L. Account Manager Kdg M, Project Manager: File Name.ct- �eAK Bar Pqed kigr. ApVV81 Dale FA=inWr.APPrVVa Date FM M91 Applmll Revision Notes: Date Dot No. W.O. No. 3276 Rev. No. A Sheet No. 6.0 PC Front 01-101, of sign Front of sign 0_iolFront of sign I ROTATED PLAN VIEWS �.O SCALE: 1"=V-0" 0'-6" 1 U-8 SIDE VIEW G, RAIGHI-UN GRAPHICS/FACE VIEW DIGITAL PICKUP SIGN- ROTATED VIEWS �.G SCALE: V=V-0" 0,8" A SPECIFICATIONS FOR (1) ILLUMINATED D/F DIGITAL PICKUP SIGN Front of sign 0 POST= Brake -formed 1/8" aluminum body wl welded & finished top cap Text Graphics: CNC Routed and backed w/ 3/16" Milk White acrylic Logo Graphic: CNC Routed and backed w/ 3/16" Milk White acrylic and opaque vinyl logo overlay ACCESS PANEL= Removable full length 1/8" aluminum back panel 0--8" � ILLUMINATION= Internally illuminated via Sloan Prism Mini White LEDs IDMOUNTING= 1/4'Aluminum plate w/ mounting slots to allow rotational adjustment of 25' each direction CAISSON= Sonotube formed concrete caisson drilled for (3) 1/2" dea. "drop -in' anchors w/ leveling nuts as red. r*T*7K&7T1VT"611:I 131 Un:m BM 90146 �3 ILLUMINATION RENDERING TYP. 7.0 SCALE: N.T.S. off"M", 3725 Canal Drive Fort Collins, CO 80524 970 484 3637 www.adconsigns.com tr Design Proposal for. Chipotle Mexican Grill Zeph grinills St— 687 Gall boulevard Z�hy,hffl, FL 33541 Sign Type: Digital Pickup Date: May 2O,2021 Drawn by: J.L. Account Manager: Kieft M. Project Manager: File Name: DPU Client Approval R7eTE Pk ensirce A re3hx dr,g. l,1M*d El Approved Approved As Noted jE] Revise And Resubmit Dodlebon o1grApproval Date Project Mgr. ApPlwat Date Acwu,tMgr.Appeval Date P&DIvk;rAppTova1 Date Revision Notes: Dot No. wo. No. 3276 Rev. No. A Sheet No. 7.0 8" �— 18"Dik ------- ELEVATION N.T.S. 8 1 1 /8" 1/8" ALUM. — POLE COVER 'OP 5`1 O.C. REMAINDER 3, 3" CLEARANCE TED 500 PSI 14" D IA. Anchorqg§_iqn Galv. StI. Anchor Soft - r Sign Design Based On FBC 7TH EDITION Tension Reqo USE F 1554 Grade 36 2020 HV1riZ 1620 WITH WIND LOADS PER ASCE 7-16 T = 435 Stg-Dia.,10- Mm.ernbed. I T=6,680 Mo2ntitiaE1afte Alumi. Plate Thickness Retcfd USE 6061-T3 t = 0.31 F- Ile CIA. x 1/7' PIN , ,, /--,t , BASE PLATE 5/8"DIA., 10' MIN. EMBED. GALV. ST'L. ANCHOR BOLTS,TYP. 9--r-,-CTYP. P, 14" DIA. x 1/2" ALOM.PLATE Job # JTS_134821 Protect Chipolle hicirican GiM #3687 - Directional Job Location 7646 Call Blvd Zephyrhiffs, FL INPUTDATA Exposure oabegory (B, C or D) = C RiskCateortry H U14mate Design illfindspeed V-,.,-, 150 MPH Topographic factor K., 1 Pao Height of the sign h 667 FT Vertical dimension (for wall, a = h) a 667 FT Horizontal Mmenston 8 067 FT Dimension of return comer L. 050 FT ffffi� q, =0.00256 KKAKdV2K, 41,62 PSF where: q9 velocity pressure at height h (Eq, 29 3- 1, page 322) Kz = velocity pressure exposure coefficient 0.85 eotlualed at heightauove gRod ievel, h (Tab 26 10-1, page 268) K, =vund direcirrinallty factor (Tati 266.1. page 266) 0.85 K� = ground elevation factor, see fTab- 26,9-1 , page 268) 4,00 )Kull ornetric center Max horrmntal wknd pressure= p=%GCt= 60 PSF where. G =gust effect faotor. (Sec. 2611 -1, page 269y C. = net force coeffirrent- (Fig. 29-3-1 , page 323) 1.70 A, = B s = the gross area 4A7 FT Estimated sign weight, 12 LBS. DESIGN SUMMARY Allowable Stress Design Wind Factor = 0,60 Design Wind Pressure= 0.6 X P = PSF Design Windforte, F 36.08 x As = KIPS Moment Arm = 167 FT Design Moment = F x Moment Area KIP -FT 1�- ��' W-1 Diameter z I .50 FT Sol Pressure = 100.00 PSF/FT E, 198.67 PSF A = 1.27 FT EMBED, = 2,97 FT IS K DJA- DEPTH = 3' - 0" NOTES: GENERAL: STEEL: WELDING: CONCRETE: SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO FEC 6TH EDITION 2017, STEEL DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-14 PROVIDE ISOLATION OF DISSIMILAR MATERIALS. PLATE, ANGLE, CHANNEL TEE: ASTM A36 DESIGN AND FABRICATION ACCORDING TO AWS D1.1. / D1.3 COMPRESSIVE STRENGTH AT 28 DAYS, f'c= 2500 PSI COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. WIDE FLANGE: ASTM A992 AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. MINIMUM. THERE IS NO PROTECTION ZONE AS DEFINED IN RISC 341-16, ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. E70 XX ELECTRODE FOR SMAW PROCESS. CEMENT TYPE 11 OR IV. W/C RATIO 0.45 BY WEIGHT FOR PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B E70S XX ELECTRODE FOR GMAW PROCESS. PIER AND CAISSON STEEL / ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE. OR EQUIVALENT. ER7 XX ELECTRODE FOR GTAW PROCESS. FOOTINGS CONCRETE MUST BE POURED AGAINST SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS ALL ANCHORS BOLTS SHOULD BE: ASTM FI 554 E70T XX ELECTRODE FOR FCAW PROCESS. UNDISTURBED EARTH. ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE ALL EXPOSED STEEL TO BE PRIMED & PAINTED (POWDER COAT AS AN ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 OR ASTM A449 WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB MAINTAIN A MINIMUM 3" CONCRETE COVER OVER ALL OPTION) OR ALTERNATIVELY USE GALVANIZED STEEL. ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE: ASTM A276 AT ZERO 0* AS DETERMINED BY THE APPROPRIATE AWS AS CLASSIFICATION EMBEDDED STEEL. ANCHORS: ALL BOLTS TO BE ZINC COATED: ASTM B633 TEST METHOD OR MFG'S. CERTIFICATION. BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON DEFORMED REINFORCING REBAR: ASTM A615 GRADE 60. ALUMINUM SOIL: PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. ALUMINUM: DESIGN AND FABRICATION ACCORDING TO AWS D1.2. ALL WELDING IN LATERAL SOIL BEARING PER IBC CLASS 5 TABLE 1806.2 (100 DESIGN AND FABRICATION ACCORDING TO 2015 ALUM, DESIGN MANUAL ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.510. PSF/FT). MODIFIED PER SECTION 1806.3.4. PLATES ANGLES, CHANNELS TEE AND SQUARE TUBING: ALUMINUM FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2015 ALUMINUM DESIGN MANUAL. ALLOY 6061 - T6 WITH 0.098 LBS PER CUBIC INCH www.yjincoom P.O. BOX 802050 SHEET TITLE CH13-po'VEMIR D/110-IMCAUT al-%-V--JJL #343801 DRN BY: J.W. E LAST REVISED: Jul 23, 2021 REV. NO, REV, DATE REVISED BY PROJECT JOB#: JTS-1 34821_Chipotle Mexican Grill #3687_Signage Gall Blvd. Zephyrhills FL.dwg CHK BY: T.J. PROD. START DATE: 07/15/21 PROJECT LOCATION: CHIPOTLE MEXICAN GRILL #3687 SHEET# SANTA CLARITA, CA. 91 380 DERR GOWZONA-Li REV BY: T.J. SCALE: AS SHUNN 2 7646 GALL BLVD. ZEPHYRHILLS, FL TEL. (661)259-0700 FAX, (661)259-0900 PLOTTED BY: Angie Ocampo ON 7/23/2021 10:16:16 A A 3 -/--1- OF July 23, 2021 Prepared For: ADCON Inc 3725 Canal Drive Fort Collins, CO 80524 Project: JTS-1 34821 Chipotle Mexican Grill #3687 — Clearance Bar 7646 Gall Blvd. ZephYrhills, FL Prepared By: Yj Inc. P.O. Box 802050 Santa Clarita, CA 91380 Total 11 - pages including cover 9'-3" Base Plate ST1, PLATE Sign Design Based.On FBC 7TH EDITION 4"DIA " t=0.237' Thickness Reqd, USE A36 2020 HVHZ 1620 WITH WIND LOADS PER ASCE 7-16 ST'D. ST'L. PIPE t = 0.24 PL 15- DIA. x 112" t=0,50 Job# JTS134821 Footing Desion lNonconstrained) Project Chricolle WexicariGnit #3687 - Clearance Bar Diameter = 1.50 FT Job Location 7646 C-aft Bfvd. Soil Pressure = 100.00 PSFiFT Zephehitls, FL 5 S, — — — — — — — — 393.33 PSF A 2,38 FT INIPUTDATA 6 ------- -T EMBED, 5.90 FT Exposure calegofy(B. C of D) C - Rmli Category it IN, DIA. DEPTH Ultmate Design VwinJspeed i5o PAPH F 3 1/2" DIA., t=0.226" ST'D. ST'L. PIPE Topographm factor RFt Heightof1hesign h 1050 FT T-O" Average Verfical dimension (for wait, a = h) a = 1.61 FT 3" DIA SOLID 15- Herizontat dimension B 925 f7- COUNTERWEIGHT Dimension of return corner L = 007 FT ST'L. PIPE 8 ANALYSIS 41,62 PSF 4"DW, t=0.237" 11 q, = 040256 K, K�, K, V'K, ST'D. ST'L. PIPE I 5/8" DIA., 24- MIN. EMBED. where, 1U GALV. ST'L. ANCHOR -6' q, =velocttypressure atheight h (Eq 29 3-1, page 249) BOLTS,TYP. K, velocity pressure exposure coefficient 0,85 fevel,h (Tab 29.3-1, page251) 8" POLE COVER 4" DIA-, t=0.237" K, wind cl:rectonalv"ctor (Tab 25 6-1, page 194) 0,85 STD. ST'L. PIPE K, ry ground elevaton factor, see (Tab 26,9-1, page 268) 1,00 /16 3" TYP. Wind Forc Casekresuftant OUTER PIPE TO SLEEVE: Max honmntal wind pressure = €%= c GC, PSF PLUG C.L. 1 1/2" ABOVE ANGLED 11' DIA. �02374 where G , = gust effect factor (Ser 26 9, page 198) 0,85 CUT @ (4) QUADRANTS 1/8" THK. ALUM. 30' C, = notforce mefficient (Fig, 29 4-1, page 252) 1.85 POLE COVER PL 15" DIA. x 1/2" ST'L. PLATE A, = 8 1 m the gross area 11FT2 BASE PLATE E t = 1/2" N.T.S. 1i8"ALUMPole Design (See attached Risa caics) . ST'D, STL. PIPE POLE COVER 3' DIA.. SOLID us 5 A53 GR. B COUNTERWEIGHT 4' 01A., t--0�237 ST'L. PIPE JAC 4" DIA., t=0.237" Anchor gftst�n ST'D. ST'L. PIPE Max, Supper-. Moment Reaction, LC2. Node N1, MZ = 4.749 KsP-FT MY = 1516 KIP -FT A MX= 0.697 KtP-FT 3 1/2" DIA., t=0.226 Resultant Moment= 4.800 KIP -FT 5/8" DIA_ 24' MIN. EMBED. STD. ST'L. PIPE Shear, X 0599 KIPS GALV. ST'L. ANCHOR Arrn= 8.013 It BOLTS,TYP. s 0 STAM OF Gaiv� SO, Anchor Solt CONSOLIDATED S, CONC. Vc = 2500 psi ;S� ........ fension P---qd. USE F 1554 Grade 36 / Wlytt T= 354 518" D24- Min. Embed. _j (2) #4 TIES TOP 5' it -1P, CONNECTION DETAIL (0 (8 PLACES) N.T.S. Shear Required TOP 24" V = 150 1=3,550 #4 TIES @ 12" O.C. Unity 3 "'9 66,80 "EO � 3 5 6 C, G 5 7 REMAINDER < I (OK) (5) #5 VERTS, 3" CLEARANCE NOTES: GENERAL: STEEL: WELDING: CONCRETE: SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO FBC 6TH EDITION 2017, STEEL DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-14 PROVIDE ISOLATION OF DISSIMILAR MATERIALS. . PLATE, ANGLE, CHANNEL TEE: ASTM A36 DESIGN AND FABRICATION ACCORDING TO AWS D1.1, / DI -3 COMPRESSIVE STRENGTH AT 28 DAYS, f'c-- 2500 PSI COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. WIDE FLANGE: ASTM A992 AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. MINIMUM. THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-16. ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. E70 XX ELECTRODE FOR SMAW PROCESS. CEMENT TYPE 11 OR IV. W/C RATIO 0.45 BY WEIGHT FOR PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B E70S XX ELECTRODE FOR GMAW PROCESS. PIER AND CAISSON STEEL / ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE- OR EQUIVALENT. ER7 XX ELECTRODE FOR GTAW PROCESS. FOOTINGS CONCRETE MUST BE POURED AGAINST SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 E70T XX ELECTRODE FOR FCAW PROCESS. UNDISTURBED EARTH. ALL EXPOSED STEEL TO BE PRIMED & PAINTED (POWDER COAT AS AN ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 OR ASTM A449 ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE MAINTAIN A MINIMUM 3" CONCRETE COVER OVER ALL WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB OPTION) OR ALTERNATIVELY USE GALVANIZED STEEL. ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE: ASTM A276 AT ZERO 0' AS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION EMBEDDED STEEL. ANCHORS: ALL BOLTS TO BE ZINC COATED: ASTM B633 TEST METHOD OR MFG'S. CERTIFICATION. BRANDNAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON DEFORMED REINFORCING REBAR: ASTM A615 GRADE 60. ALUMINUM �SOIL 18- Dlk PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. ALUMINUM: DESIGN AND FABRICATION ACCORDING TO AWS DI.2. ALL WELDING IN LATERAL SOIL BEARING PER IBC CLASS 5 TABLE 1806.2 (100 DESIGN AND FABRICATION ACCORDING TO 2015 ALUM. DESIGN MANUAL ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. PSF/FT). MODIFIED PER SECTION 1806.3.4. ELEVATION PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2015 ALUMINUM DESIGN MANUAL, N.T.S. ALLOY 6061 - T6 WITH 0.098 LBS PER CUBIC INCH. www.yjinc,00m SHEET TITLE: DRN BY: J.W. DATE LAST REVISED: Jul 23, 2021 REV. NO. REV. DATE REVISED BY PROJECT JOB #: JTS-I 34821_Chipotte Mexican Grill #3687_Signage_Gall Blvd. Zephyrhills FL.dwg P.O. BOX 802050 G M-EX-309-M-00 DIM=210 -am GRILL 3-18987 CHKBY: TA PROJ. START DATE: 07/15/21 1 -/-1- PROJECT LOCATION: CHIPOTLE MEXICAN GRILL #3687 SHEET# SANT� CLARITA, CA. 91380 REV BY: T.J.SCALE: AS SHOWN 2 -1-/- 7646 GALL BLVD. ZEPHYRHILLS. FL TEL. (661)259-0700 FAX. (661)259-0900 40ma4axtal-MC-112 Bilm 1 PLOTTED BY: Angie Ocampo ON 7/23/2021 10:15:22 A 0 3 01 YJ|NC. Dl,�W. _____ Section Bets na ZAX Pole Frame e w e YJ INC. Chipotle Mexican Grill #3687 - Clearance Bar Members2 13.1_.IA.W. Jul 19, 2021 JTB 134821 134821 Risa ClearanceBar_06-1... .. y . .. . . Section Sets na Z A x .Pole Fame YJ • �j , ��. �| g \� ��. INC. Chipotle Mexican Grill 687.Clearance Bar Member S«pg D.L./A.W. Jul1\ me JTS 13482l l 84—Ri—Clearan et yma. ram® y . . . . Section Sets .na z x Pole Frame lN5 N3 , i. . �®9~&y ® N12 ^N4 tNl7 . �.« N\ / °Nl2 %8 (� � � | .N /, YJ INC i t� Mexican Grill 687- Clearance Bar \Sum A4 D.L./A.W. -Nodes Jul 19, mw _ JTS 134821 134821\RqCi mnm Rmd \ ` Y� dm Sets na Z \ x Pole Frame \\ �� .. €� � } ! � �.� . >illsf i� Loads: BLC2, Cladding Dead ad Y INC. Git�M canGq#am7:dm&nGBar Ca§k DeadLa5 Tuj]$ m» D.L./A.W. 134821- i @amp BE-mj� JT 134821 y .Section 5e! .na !. x Pole Frame : - « � � � Al )\.�c< \.. '\\|. \�. �(\| � \ . Loads: BL % Gads k YJINC Chipotle Mexican Grill fam7- Clearance Bar Wind Load6 cL./A : . Jm]$ mw � JT S 134821 134821_mqClearanceBar 06-1... Company YJ INC. 7/19/2021 RISA'Designer D.L./A.W. 8:00:22 AM Job Number :JTS134821 - CI... Checked M ode I Name : C hipotle Mexican Grill #3687 Model Se!Y20 14011wm ME 171 w- Number of Internal Sections Consider Shear Deformation F, A.11110. w w-, e�-�ella. for Walls Maximum Number of Iterations Default Member Orientation =15M bal Plane tor z-axis Plate Axis Plate Local Axis OrientationGlobal i4of-Rolled Stee—l— AISC 15th (360-16): ASID 16-glan-mrs TctionaT)Vnn—e-x-- 1�� 3,60-16),ASD T—oldForrned'�—teel lmj�ljstmen Wood _,�oncrete . Auminum DM1-15:ASD -w ustment Yes Iterative) ne Stiffnq§�4�nt Yes (It r tiv M RISA-3D Version 19 134821 Risa ClearanceBar 06-16. r3d Page Company • Designer~r 8:00:22 AM 11RISA Job Number :JTS134821 Modelrr f« Mode:::. * -a: �'i . •.« " L� C su r r.r Mti it Y « Elevation i i M i gtroirtiira C:hwnrtaristir_- RISA-3D Version 19 [ 134821_Risa_ClearanceBar_06-16.r3d ] Page 2 Comp gnany YJ INC. 7/19/2021 S Desier D.L,/A.W. 8:00:22 AM J )b 11RI 11 o Number :JTS134821 - Cl... Checked Model Name : Chipotle Mexican Grill #3687 Basic Load Cases 1: jl%•j Cladding Dead Load i ppp Transient Area Loads Node A Node B Node C Node D Direction Load Direction Magnitude [ksfl Member Area Loads (B4C 3: Wind Load) N Uode,i Vocle B Node C Node D Direction Load Direction Magnitude rksfl 0 Load Combinations Imlamm ff Laft UL) Therm.Coeff.rle"F-11 Densitvrk/ft3l Yieldrksil Rv Fu rksil Rt 065 0.65 O�65 Hot Rolled Steel Section Sets Hot Rolled Steel Desi Parameters RR —I,— M2 M �12 T7777 M13 Node Reactions L— No Data to Pr RISA-3D Version 19 134821 - ��jsaClearanceBar-06-16. r3d '�age 3 Company YJ INC. 7/19/2021 Designer D.L./A.W. 8:00:22 AM 111RISA Job Number :JTS134821Checked By Model Name : Chipotle Mexican Grill #3687 ---- ------- : ASD Member Steel Code Checks llem,�Ker S'jQne Co*e Ckeck Locrftl LC Shear Check Locrftl LC Pnc/om rklPnt/om rk1 Mnvv/om rk-ffl Mnzz/om fk-ft] Cb EqrT-- Envelo e Node Reactions Kim RISA-31D VersiTn —19-- 134821—Risa—ClearanceBar-06-16.r3d PageW