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HomeMy WebLinkAbout7646 Gall BlvdJacqueline Boges From: Jacqueline Boges Sent: Monday, August 23, 2021 3:52 PM To: 'Brian Plewinski'; Dom Subject: revision ready for pick up Hello revision for chipotle are ready for pick up $67.50 will be the cost Thank you Jackie Boges 813-780-0020 ext 3513 "A rule I have had for years is: to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He Himself we have." Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. 1 ng J41 _jzi� r_rL�. REGULATORY AGENCIES & UTILITIES ZONING CITY OF ZEPHYRHILLS BUILDING CITY OF ZEPHYRHILLS HEALTH FLORIDA DBPR DEPARTMENT: PLANNING DEPT. DEPARTMENT: BUILDING DEPARTMENT DEPARTMENT: HOTEL & RESTAURANT DIV. 5335 8TH STREET 53358 TH STREET PLAN REVIEW OFFICE ZEPHYRHILLS, FL 33452-4312 ZEPHYRHILLS, FLORIDA 33452-4312 2601 BLAIR STONE RD T: (813) 780-0002 T: (813) 780-0020 TALLAHASSEE, FL 32399 CONTACT: AUDREY MCGUIRE CONTACT: BILL BURGESS T: 850-487-1395 anncguire(@ci.zePhyrhilIs.fI.us bburgess@ci.zephvrhills.fl.us FIRE CITY OF ZEPHYRHILLS WATER CITY OF ZEPHYRHILLS UTILITIES SEWER UTILITY: CITY OF ZEPHYRHILLS UTILITIES DEPARTMENT: BUILDING DEPARTMENT UTILITY: 39825 ALSTON AVE 39825 ALSTON AVE 53358 TH STREET ZEPHYRHILLS, FL 33542 ZEPHYRHILLS, FIL 33542 ZEPHYRHILLS, FLORIDA 33452-4312 CONTACT: JOHN BOSTIC CONTACT: JOHN BOSTIC CONTACT: BILL BURGESS E: jbostic@ci.zephyrhills.fl.us E: jbostic@ci.zephyrhills.fl.us T: 813-780-0020 T: (813) 780-0008 T: (813) 780-0008 E: bburgess@ci.zephVrhills.fl.us NATURALGAS TECO PEOPLES GAS ELECTRICAL DUKE ENERGY TELEPHONE PENDING UTILITY: 702 NORTH FRANKLIN STREET UTILITY: P.O. BOX 14042 UTILITY: P.O. BOX 2562 ST. PETERSBURG, FIL 33733 TAMPA, FIL 3360 T: (800) 700-8744 CONTACT: FRANK HERNANDEZ E: FHernandez@tecoenergy.com T: 813-275-3772 PROJECT INFORMATION LANDLORD: NORTH AMERICAN DEVELOPMENT GROUP TENANT: CHIPOTLE MEXICAN GRILL ARCHITECT: STEFANO De LUCA & ASSOC., INC. CONTACT: SCOTT GOLDSMITH PO BOX 182566 4501 PIERCE STREET T: 561-578-8701 COLUMBUS, CH 43218-2566 HOLLYWOOD, FL 33021 E.- sgoldsmith@nadg.com CONTACT: KRISTI REYNOLDS CONTACT: ANDREW LINHARES E: kristi.reynolds@chipotle.com E: andrew.linhares@sdlainc.com T: (380) 222-7192 T: 954-927-2690 F: 954-367-3494 MECHANICAL NATIONAL ENGINEERING ELECTRICAL 4635 TRU EVIAN BLVD, SUITE 250 PLUMBING HILLIARD, OH 43026 ENGINEER: CONTACT: JOE JONES E: jjones@nationalengineering.com T: 614-328-2024 F: 614-552-5240 STRUCTURAL ENGINEER: ONM&J 1655 PALM BEACH LAKES BLVD SUITE 204 WEST PALM BEACH, FIL 33401 CONTACT: PHIL RIZZO E: prizzo@onmj.net T: 561-835-9994 F: 561-835-8255 UTILITY COORDINATOR .A� A� 0 NOTE to GC: HDGROUP, INC 8771 WOLFF CT. SUITE 205 FOR ALL WATER, SEWER, WESTMINSTER, CO 80031 CONTACT: MELISSA BALCERAK 16 NATURAL GAS, & ELECTRICITY MBALCERAK@HUNTERDEVELOPMENTGROUP.COM /-\ f UTILITIES CONTACT: T: (972) 396-8409 GRAPHIC SYMBOLS EXTERIOR 0 COLUMN XX.X KITCHEN EQUIPMENT 1 A101 1 ELEVATION GRID LABEL NUMBER 1 MARKER WASHROOM X 1 ACCESSORIES NUMBER 1^1 INTERIOR Room name ROOM NAME 1 �A`101� 1 ELEVATION 101 & NUMBER W1 WALL TAG MARKER Sim 1 REVISION NUMBER %,— LEVEL TARGET SECTION All 116� A101 MARKER ii DOOR NUMBER NORTH ARROW Sim 1 SECTION DETAIL A101 xx.x MISCELLANEOUS DIMENSION View Name EQUIPMENT NUMBER TARGET VIEW View Scale LABEL xxx FURNITURE NUMBER P1 FINISH TAG -ABBREVIATIONS (j_ CENTER LINE FRIP FIBERGLASS REINFORCED OSB ORIENTED STRAND TMB TENANT'S MENU BOARD PANEL BOARD SUPPLIER (E) EXISTING CONSTRUCTION FRT FIRE TIVIS TENANT'S MILLWORK (N) NEW CONSTRUCTION RETARDANT -TREATED POS POINT OF SALE SUPPLIER @ AT PREP PREPARATION TP TENANT'S PHONE 0 DIAMETER OR ROUND GA GAUGE PVC POLYVINYL CHLORIDE SUPPLIER GALV GALVANIZED TRS TENANT'S RAILING GC GENERAL CONTRACTOR QT QUARRY TILE SUPPLIER TS TENANT'S SAFE SUPPLIER AFF ABOVE FINISH FLOOR GYP GYPSUM TSS TENANT'S SMART SAFE ALUM ALUMINUM R RADIUS SUPPLIER ARCH ARCHITECT(URAL) HES TENANT'S HVAC RTU ROOF TOP UNITS TSV TENANT'S SIGN VENDOR EQUIPMENT SUPPLIER ASS ALARM SYSTEM SUPPLIER TUV TENANT'S UV SUPPLIER HS HOOD SUPPLIER Sim SIMILAR BD BOARD HVAC HEATING AND SIPS SODA POP SUPPLIER TYP TYPICAL BLDG BUILDING VENTILATING SS SUPPORTSIGNAGE U. N. 0. UNLESS NOTED STIR STRUCTURE OTHERWISE ICP INITIAL COST PROJECTION CMU CONCRETE MASONRY UPS UNINTERRUPTED POWER UNIT IFP IN FOR PERMIT T TENANT SUPPLY CO2 CO2 SUPPLIER INT INTERIOR TAB TENANT'S TEST & CO2AS CO2 ALARM SUPPLIER BALANCE VENDOR VAR VARIES CS CHEMICAL SUPPLIER KES KITCHEN EQUIPMENT TBID TO BE DETERMINED, SEE VIF VERIFY IN FIELD SUPPLIER FIELD REFERENCE MANUAL DIM DIMENSION(S) W/ WITH MAX MAXIMUM TCC TENANT'S CABLING MECH MECHANICAL ONTRACTOR WA WASHROOM EA EACH ACCESSORIES MFR MANUFACTURER TDC TENANT'S DUCT CLEANER EL ELEVATION (VERTICAL WCS TENANT'S WALK-IN MIN MINIMUM TEMS TENANT'S ENERGY HEIGHT) COOLER SUPPLIER MISC MISCELLANEOUS MANAGEMENT SYSTEM ELEC ELECTRIC(AL) SUPPLIER WHS WATER HEATER SUPPLIER ELEV ELEVATION IVISS MUSIC SYSTEMS SUPPLIER THS TENANT'S HARDWARE WS TENANT'S WINDOW EQ EQUAL SUPPLIER SHADE SUPPLIER N. 1. C. NOT IN CONTRACT EXT EXTERIOR TILS TENANT'S LIGHT/LAMP NO NUMBER SUPPLIER F FOR CONSTRUCTION OC ON CENTER DRAWING INDEX AND REVISIONS REVISION SHEET I - NO. SHEET NAME __�l 213 4- 516 7 8 9 10 11 12 13 14 15 GENERAL G000__ COVERSHEET G001 CODE COMPLIANCE NOTES G002 LIFE SAFETY PLA N G003 ACCESSIBILITY REQUIREMENTS G004 CONTRACTOR VERIFICATION PLAN CAN G010 ARCHITECTURAL SPECIFICATIONS G011 _ARCHITECTURAL SPECIFICATIONS G012 ARCHITECTURAL SPECIFICATIONS STORE NUMBER: 3687 G013 ARCHITECTURAL SPECIFICATIONS G014 ARCHITECTURAL SPECIFICATIONS ZEPHYRHILLS G015 ARCHITECTURAL SPECIFICATIONS G016 ARCRITECTURAL SPECIFICATIONS SITE PLAN 7646 GALL BOULEVARD SP100 ARCHITECTURAL SITE PLAN SP101 ARCHITECTURAL SITE DETAILS ZEPHYRHILLS FL 33541 ARCHITECTURAL A101 SLAB WORK PLAN SCOPE OF WORK A110------ ARCHITECTURAL FLOOR PLANS FINISH PLAN is 0 0 TENANT IMPROVEMENT TO A NEWLY CONSTRUCTED MULTI -TENANT COMMERCIAL BUILDING (BY OTHERS). THIS PERMIT INCLUDES NEW UNDERGROUND WORK, NEW A130 _FURNITUREJIXTURES & EQUIPMENT PLAN MECHANICAL (INCLUDING NEW ROOFTOP EQUIPMENT), NEW PLUMBING AND ELECTRICAL SYSTEMS WITHIN THE PREMISES, A NEW CONCRETE FLOOR SLAB, NEW A131 EQUIPMENT SCHEDULE INTERIOR PARTITIONS AND FINISHES, AND NEW FURNITURE, FIXTURES AND EQUIPMENT. AN EXISTING CODE COMPLIANT GREASE INTERCEPTOR HAS INSTALLED BY THE LANDLORD UNDER THEIR CIVIL/BUILDING SHELL PERMIT. A132 EQUIPMENT & FURNITURE SCHEDULE ALL UTILITIES ARE BEING SUPPLIED TO THE SPACE AS PART OF THE BUILDING SHELL CONSTRUCTION. A140 ITECTURAL ROOF PLAN ALL EXTERIOR FINISHES ARE ALL PART OF THE BUILDING SHELL CONSTRUCTION, NOT PART OF THIS PERMIT. A 41 ROOF FRAMING PLAN ALL OTHER SITEWORK, INCLUDING ACCESSIBILITY TO THE BUILDING ENTRANCE IS BY OTHERS, NOT PART OF THIS PERMIT. A142 RTU & CURB ATTACHMENT DETAILS SEE SHEET G001 FOR LEVEL OF ALTERATION AND REHABILITATION CLASSIFICATION. A201 -REFLECTED CEILING PLAN A202 --BAFFLECEILI - NG PLAN & UNISTRUT PLAN A210 CEILING DETAILS TERMINOLOGY NOTE A211 -LIGHTING DETAILS _A301 EXTERIOR ELEVATIONS THROUGHOUT THIS SET OF PERMIT DRAWINGS, THE TERM "EXISTING" IS USED TO REFER TO CONSTRUCTION WHICH THE LANDLORD HAS AGREED TO PROVIDE UNDER A400 BUILDING SECTIONS HIS SITE AND/OR BUILDING SHELL PERMITS. WHILE THESE ITEMS MAY NOT YET BE COMPLETE AT THE TIME THESE PLANS ARE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, THEY ARE REQUIRED TO PROVIDE A COMPLETED BUILDING SHELL IN WHICH CHIPOTLE CAN PERFORM THE TENANT IMPROVEMENT WORK DESCRIBED IN A401 WALL S ECTI 0 N S THESE DRAWINGS. A402 WALL SECTIONS A405 DETAIL SECTIONS LANDLORD REQUIRED SUB -CONTRACTOR LIST A501 -ARCHITECTURAL WALL TYPES 0 A601 DOOR & HARDWARE SCHEDULE NOTE: THE FOLLOWING SUBCONTRACTORS ARE REQUIRED BY THE LANDLORD TO BE USED BY THE TENANT G.C. VERIFY ALL REQUIRED LANDLORD SUB -CONTRACTORS WITH A701 ELEVATIONS-- INTERIOR DINING 0 LANDLORD PRIOR TO BIDDING PROJECT. A702 ELEVATIONS - INTERIOR KITCHEN ROOFING NATIONS ROOFING & FIRE ALARM VSC FIRE & SECURITY, INC. SPRINKLER VSC FIRE & SECURITY, INC. A703 ELEVATIONS - INTERIOR TYPICAL SUBCONTRACTOR CONSTRUCTION SUBCONTRACTOR CONTACT: JEREMIAH FINNEGAN SUBCONTRACTOR CONTACT: MARTY HOGLIEVINA CONTACT: JASON MORPHET jfinnegan@vscfire.com mhoglievina@vscfire.com A710 __RESTROOM DETAILS jason@nationsrcm.com 727-456-5200 727-456-5200 A801 FINISH DETAILS 813-485-4440 A A802 TILE DETAILS A810 FIRE PROTECTION DETAILS DEFFERED SUBMITTALS PERMIT INFORMATION A8 - 11 FIRE PROTECTION DETAILS - UL N-o. U419 A900 INTERIOR PERSPECTIVES THE FOLLOWING SUBMITTALS, IF REQUIRED, WILL BE MADE BY THE GC AND CHIPOTLE PERMIT # PENDING STRUCTURAL SUB -CONTRACTORS AFTER THE MASTER PERMIT IS PULLED: WALK -IN -COOLER EXISTING SHELL PERMIT # BNC-001356-2021 S-1 FOUNDATION & ROOF -FRAMING PLANS GREASE EXHAUST HOOD EXISTING SHELL SITE PLAN APPROVAL # SITE-001357-2021 S-2 STRUCTURAL NOTES &TYPICAL DETAILS FIRE SPRINKLER REFRIGERATION FIRE PROTECTION LOW VOLAGE F100 FIRE PROTECTION PLAN FIRE ALARM HVAC VICINITY MAP M010 HVAC SPECIFICATIONS Mloo HVAC PLAN is M600 HVAC SCHEDULES �bSo ute Air SyStenn% InC i 'M700 HVAC DETAILS Rd Ko,sik, RdNEIVII&INJOrAIM.Al, "A d k­ R R '4ROk PLUMBING Polo PLUMBING SPECIFICATIONS luuKE Y �e 1A r LOW &rderi'�,,enu�r P100 PLUMBING PLAN WATER GAS stap es r lit R.by T­d�a i Pilo PLUMBING PLAN WASTE & VENT AID Spill a, 'A wri i,­ 191 phyr I 'ornnrior,S Z Zc tr -J. P600 PLUMBING SCHEDULES P700 PLUMBING DETAILS 6a, ELECTRICAL E010 ELECTRICAL SPECIFICATIONS M E100 ELECTRICAL LIGHTING PLAN E110 ELECTRICAL POWER PLAN E115 ELECTRICAL SITE LIGHTING PLAN E120 ELECTRICAL SECURITY CAMERA PLAN AV 4 E600 ELECTRICAL SCHEDULES Ai, 17 se E700 ELECTRICAL INTERIOR ELEVATIONS A Jip E705 ELECTRICAL INTERIOR ELEVATIONS Oak Run Aparlmerits �.d Wilk E710 ELECTRICAL DETAILS 0�io - VICINITY MAP 12" = 1'-0" CHIPOTLE PROJECT LOCATION rAp (W7 .4, %4J .M1 FA z I MIN STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 0 F - F 0 D e 51 V0 AR0014815 if this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRIT -TEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CA t4 CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHlPOTLE.COM 0 T-i = Tt 00 rn V) < > UJ _J In ro ro _J C) 0 LU 0 F_ V) LU co < (�D cl- L.Li r�, r,.-j Issue Record: 10.14.20 BID SE T 01.20.21 PERMIT SET 04.28.21 CONSTRUCTION SET Revisions: 1 04.19.21 LANDLORD -COMMENTS Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: COVER SHEET GOOO I I _l_ I' I I I I I I 1 11 1 _ !! III GENERAL NOTES 4" RAISED 1'-023/8" # KEYNOTES CONCRETE PAD 1. VERIFY OVERALL INTERIOR DIMENSIONS, INTERIOR COLUMN PLACEMENTS, AND EXTERIOR WALL PENETRATIONS IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. x 10' - 2 3/4" T - 01/2" as .4 "' 41/8" - a ` M d -' r, 00 `^ 1. FLOOR DRAIN (TYP.) -SEE PLUMBING DRAWINGS 2. FLOOR SINK (TYP.) -SEE PLUMBING DRAWINGS AND COORDINATE SINK ELEVATION WITH A.H.J. 3. TRENCH DRAIN TO BE RECESSED IN MIN. 8" THICK CONCRETE SLAB WITH 4" MIN. CONCRETE BELOW DRAIN -SEE DETAIL 3/A101, STRUCTURAL DRAWINGS AND COORDINATE WITH PLUMBING DRAWINGS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. GC SHALL COORDINATE WITH PLUMBER TO INSURE THE DRAIN SOCK IS INSTALLED PER THE PLUMBING DRAWINGS. SLOPE FLOOR SLAB AS SHOWN TO TRENCH DRAIN, 2% MAX. 4. MOP SINK LOCATION -COORDINATE EXACT DRAIN LOCATION WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. ALL DIMENSIONS ARE TO THE INSIDE FACE OF EXTERIOR WALLS. 3. ALL DIMENSIONS ARE TO THE CENTERLINE OF FIXTURE UNLESS OTHERWISE NOTED. 4. GC TO REVIEW ELECTRICAL PLANS FOR LIGHTING OR POWER STUB LOCATIONS PRIOR TO POURING SLAB. 5. REFER TO "03300 -CAST-IN-PLACE CONCRETE" IN SPECIFICATIONS FOR CONCRETE PATCHING OR INSTALLATION INFORMATION. 6. VERIFY PERIMETER FOUNDATION INSULATION IS EXISTING IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. ALL TILED FLOOR TO MAINTAIN POSITIVE SLOPE TO ALL FLOOR DRAINS OF NOT GREATER THAN 2% SLOPE FOR A 4'X4' AREA U.N.O. PLUMBING LEGEND �, °=' \ 5. 2" TALL CONCRETE CURB FOR POWER FEED -SEE 1/A802 AND COORDINATE WITH ELECTRICAL DRAWINGS. FLOOR SINK 7 ! \`—' 6. RAISED CONCRETE PAD (SECOND POUR). SEE 5/A101 FOR HEIGHTS & SIZES, AND COORDINATE WITH STRUCTURAL DRAWINGS, AND WITH THE FLOOR PLAN FOR PARTITION SHEATHING LOCATIONS. FLOOR DRAIN NOTE: ° I o Qa 7. 5" x 5" ELECTRICAL STUB UP FOR SERVELINE -COORDINATE WITH ELECTRICAL DRAWINGS ®= TRENCH DRAIN ALL DIMENSIONS ON THIS00 PLAN ARE FROM FACE OF _ �, 8. CONCRETE SIDEWALK - G.C. SHALL INSURE IT IS FLUSH WITH THE INTERIOR FLOOR SLAB AT ALL DOOR LOCATIONS. 9. EDGE OF EXISTING CONCRETE SLAB. G.C. SHALL FIELD VERIFY THE EXISTING CONDITIONS. THE NEW CONCRETE SLAB SHALL BE POURED TERMITE TREATMENT NOTE NEW SHEATHING. M 1 I 7 J 61/2" FLUSH AND LEVEL WITH THE EXISTING SLAB ALONG THE PERIMETER. AFTER POURING THE NEW SLAB, THE GC SHALL GRIND THE JUNCTION TO INSURE THE SURFACES OF BOTH NEW AND EXISTING CONCRETE FLOORS ARE FLUSH AND EVEN. CAULK JOINT WITH CONTINUOUS BEAD OF SOIL TREATMENT SHALL COMPLY WITH FBCB, SECTIONS 1816.1.1 THRU 1816.1.6 AND SECTION 1816.2 INCLUDING TREATMENT UNDER ALL CONCRETE OR GRADE WITHIN 12 OF TREMCO DYMERIC SEALANT PER THE SPECIFICATIONS. THE OUTSIDE OF THE BUILDING WALLS, AND A VERTICAL CHEMICAL BARRIER APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED. ANY SOIL DISTURBED AFTER THE ° a' VERTICAL CHEMICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. THE LICENSED PEST CONTROL COMPANY DOING THE WORK SHALL ISSUE A CERTIFICATE OF Li 10. EXISTING WALL OR COLUMN FOOTING - TOP OF FOOTING IS 1'-4" BELOW THE TOP OF SLAB PER THE BUILDING SHELL DRAWINGS. COMPLIANCE TO THE BUILDING DEPARTMENT PER FBC, SECTION 1816.1. TREATMENT SHALL BE WITH A REGISTERED TERMATICIDE LABELED FOR USE IN NEW CONSTRUCTION AS DEFINED IN FBCB, SECTION 202. 11. NEW CONCRETE FLOOR SLAB ON VAPOR BARRIER BY G.C., OVER EXISTING COMPACTED PAD. G.C. SHALL TERMITE TREAT ALL FILL DISTURBED UNDER THIS PERMIT (SEE NOTES ON THIS SHEET). SEE STRUCTURAL DRAWINGS FOR SLAB THICKNESS, REINFORCING, CONCRETE ° M SPECIFICATIONS, AND CONTROL JOINT LOCATIONS. 4" RAISED — x 2'- 41/8" 5' - 2" T -10 3/4" I CONCRETE PAD Z'- 2° i d o 5" RAISED CONCRETE PAD 6 CURB PLAN 5 _ A101 1/4" = V-0" REFER TO PLAN CONCRETE CURB DETAIL 3/4" = 1'-0" FLOOR FINISH, REFER TO FINISH PLAN SLAB ON GRADE, TYP. SEE STRUCTURAL DRAWINGS FOR REINFORCING 4" MINIMUM COMPACTED GRAVEL TRENCH DRAIN. REFER TO PLUMBING DRAWINGS PIPING. REFER TO PLUMBING DRAWINGS TRENCH DRAIN DETAIL 1 1/2" = 1'-0" 1'- 21/2" 6'- 81/2" SLUR __' REFER TO PLAN N, CONCRETE CURB SEE STRUCTURAL DRAWINGS FOR REINFORCING SLAB ON GRADE, TYP. ROUGHEN EXISTING SLAB ON GRADE OR USE SIKA DUR 32 LPL EPDXY BONDING AGENT BELOW CURB 1'-2" SLOPE REFER TO PLAN 1> _ L 6'- 81/2" 00 1'- 21/2" STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954)927-2690 F (954)367-3494 Stefano De Luca Florida Registered Architect AR0014815 ��A1AIIIIIIIIIII�I�I��// 1, 0 P F 10 00 De z�R�p CJ �+\ C\ iAX S ''//FR E ARC If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. �P O r� < V 3 � "+ j c A N GQ. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM oc � Q m 00 cn w m J J J rn � � = m J Z 2 JCL J J = OC N (D �'- O t�p w � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET 04.28.21 CONSTRUCTION SET Revisions: 1 04.05.21 DB-1-2021 & DB-3-2021 Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: SLAB WORK PLAN 3-COMP SINK DRAIN PLAN DETAIL 1/2" = V-0" 30'-7" 1 SLAB & CURB PLAN 1/4" = 1'-0" A101 I I, I I I J!er , -"' ..R I I I I I , 11 11 t I I I _ I I II — — -II _. I ,1 9 P ,R. GENERAL NOTES 1. iALL DIMENSIONS ARE TO FACE OF FRAMING, EDGE OF EQUIPMENT OR CENTERLINE OF EQUIPMENT UNLESS NOTED OTHERWISE. 2. ALL FURNITURE TO BE SQUARE/PARALLEL TO TENANT SPACE/WALLS AS SHOWN ON PLANS 3. REFER TO SHEETS A131 AND A132 FOR EQUIPMENT LIST AND FURNITURE SCHEDULE. 4. G.0 SHALL COORDINATE FURNITURE PLACEMENT WITH THE LIFE SAFETY PLAN ON SHEET G002 TO INSURE THAT ALL REQUIRED EGRESS PATH AND ACCESSIBLE WIDTHS ARE MAINTAINED SEATING SUMMARY SPACE AREA CUSTOMERS** DEMISED PREMISES 2400 SF 50 PATIO + - 494 SF 22 TOTALS 2894 SF 72 ** CUSTOMER COUNT IS INCLUDED FOR REFERENCE: USED BY CHIPOTLE FOR INTERNAL MARKETING AND PLANNING PURPOSES Co M --r CO2 REMOTE FILL PORT - COORDINATE WITH CHIPOTLE C.M. & CO2 1/8" FINISH HOLD LOCATION OF 5'-0" HIGH POINT AT CUSTOMER SIDE OF SNEEZE GUARD \T �. CNFF7FTRGIFC'TC1RV SNEEZE GUARD AS PROVIDED W/ SERVING LINE EQUIPMENT ASSEMBLY & INSTALLED BY G.C. SERVING LINE EQUIPMENT ASSEMBLY, REFER TO A130 REFER TO 1/A130 FOR ORIENTATION OF LEG RELATIVE TO TABLE - DASHED LINES INDICATE INSTALLATION LOCATIOI FOR TABLE LEG & BASE TABLE TOP - REFER TO MILLWORK SHOP DRAWINGS 31-6" 10" 21 - 811 2'-6" FINISH PANEL PROVIDED BY MILLWORK SUPPLIER & INSTALLED BY G.C. PROVIDE CONTINUOUS BEAD SEALANT, REFER TO SPECS BULLNOSE, COVELESS, QUARRY TILE BASE CUT TO HEIGHT OF CURB CONCRETE CURB FINISH FLOOR DETAIL @ SERVE LINE SNEEZE GUARD TABLE TOP - REFER TO MILLWORK SHOP DRAWINGS TABLE LEG & BASE ASSEMBL ENLARGED ELEVATION DETAIL @ ACCESSIBLE TABLE 1" = 1'-0" A13 3/4" = 1'-0" STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 0P �F00De���O�� c COl �FR If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM / \00 J J J M J L.L r.,,L. Ld� O V / TYP.z Z Z J Z w Q w oC 0 _ (� W TYP. I�1 NJ� 2 A301 I E-- 11000- Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET 04.28.21 CONSTRUCTION SET 1 Revisions: 01.05.21 DB-7-2020 2 3 4 01.11.21 04.05.21 04.20.21 FURNITURE CORRECTION DB-1-2021 & DB-3-2021 DB-4-2021 Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: FURNITURE, FIXTURES & EQUIPMENT PLAN FURNITURE, FIXTURE & EQUIPMENT PLAN 1/4" = V-0" A130 KITCHEN EQUIPMENT LIST ­ ITEM # DESCRIPTION MANUFACTURER MODEL NO. CITY SUPPLIED BY INSTALLED BY UTILITY REMARKS ! ELEC GAS WATER SEWER Portable Ingredient Rail Select Stainless CHP-ING-RAIL 2 ! KES KES; GC 1.1 Sneeze Guard Serve Line 12 Pan (Right) BSI Custom- R 1 r TMS TMS/GC 1A M4.0 - Front Serve Line - 12 Pan - POS Right Delfield 12 Pan Serve Line POS 221x38.5in (Right) 1 KES KES; GC • . Installed On Concrete Curb 2A (Tortilla Warmer Caliente Industries A2 2 KES KES • GC To Store In Walk -In Cooler Until Final Installation 6 Cup Dispenser Dispense -Rite CHIP-ECL-3B 1 KES KES; GC Installed At POS Counter 7.4 Beverage Cooler - 2 Door Hoshizaki America, Inc. R2A-FS 1 KES KES • 7A.2 U ri ht Bevera a Cooler Single Door, Hine Ri ht Hoshizaki America, Inc. R1A-FGCR 1 KES KES • 7 .2 Uri t B ver ge Co ler, Sin le oor, Hi ge Ri ht H shi aki A eric , I c. R A-F -R 1 KES KES • 2 8.1 Chip Shelf 36x16in Nationwide Fab; Mario Mfg CHP-CS-36WS-16-C 1 KES KES Mount Top Of Shelf At 57" AFF. Provide Plywood Blocking To Mount To Wall. 8.2 Chip Shelf 36x16in Nationwide Fab; Mario Mfg CHP-CS-36WS-16-C 1 KES KES Mount Top Of Shelf At 70" AFF. Provide Plywood Blocking To Mount To Wall. 10 Blender Vitamix 748 1 KES KES • jGC To Store In Walk -In Cooler Until Final Installation 11 Carving Station - 77x34in - Horizontal Well - Left Delfield 77x34in Carving Station - LT 1 KES KES • 12 Undercounter Refrigerator Hoshizaki CRMR27-LP 1 KES KES • 13 Grill 48in - Natural Gas ---Divider Right Woodstone WS-PL-48-36-4-CT-Right 1 KES KES • • 13.1 Woodstone Grease Splash Guard - 16" tall Nationwide Fab; Mario Mfg (CHP-GCG-GSG 1 KES KES 16" tall 14 Range 6 Burner - Natural Gas Garland U36-6S 1 KES KES • 15 Woodstone Grill Stand 48x31in -Divider Right Woodstone 000-PL-STAND-CASTER 1 KES KES 16 Fryer - Gas - Standard Efficiency Pitco , 35CS 1 KES KES • • Mounted On Legs, G.C. To Pin Front Legs To Floor 17A Cook Line Stand Off - 846 Nationwide Fab; Mario Mfg I CHP-7WS-6 2 KES KES Mount Top of Flat Surface at 33" AFF, Install Screws at Each Stud Location, Provide Blocking To Mount To Wall 18 Gas Rice Cooker �Rinnai RER-55AS 1 KES KES • Final Connection by GC. RE: Mechanical Drawings 19 _ Rice Cooker Stand - Right Nationwide Fab; Mario Mfg CHP-RCS-42ES-34 1 KES KES 22 22.1 Prep Sink - Corner - Right Prep Sink Faucet Big Flow Faucet Trimark T&S S1-122x34-US-FF-R B-0293-01 1 1 KES KES GC GC • 22.2 Prep Sink Vegetable Wash Faucet T&S B-0730 1 KES GC • GC To Provide Connection For Chemical Dispensing Equipment 22.3 Prep Sink Drain Assembly T&S B-3950 1 KES KES; GC te__ 23 4 Shelves - 120in Prep Sink Amco CHPPS120 1 KES KES Mount Bottom Of Standard At 50" AFF. Provide Plywood Blocking To Mount To Wall. 23A 2 Shelves - 30in Amco Custom 1 KES KES Mount Bottom Of Standard At 50" AFF. Provide Plywood Blocking To Mount To Wall. 24.3 Hand Sink Wall Mounted - Splash Both Universal Stainless EHS-IRL-NF 4 KES GC • Provide Plywood Blocking To Mount To Wall 24.5 Kitchen Hand Sink Faucet Splash Mount T&S B-1146-04 4 KES _ GC • 25 Rice Prep Table Island 66x34 Nationwide Fabrication; Mario Mfg Custom Table 66x34in 1 KES KES - 26 Hot Holding Cabinet - Double Door (Rice) Food Warming Equipment (FWE) HLC-16-CHP 1 KES KES • 29.2 Dish Sink Add -A -Faucet w/ Pre -Rinse T&S B-1033-12CRBJSK Substitute Sprayer B-0107-J-SWV 1 KES GC • 29.3 Dish Sink Drain Assembly T&S B-3950 3 KES KES; GC _ • 29.4 Dish Sink Chemical Faucet T&S B-2345-01-XX 1 KES GC • GC To Provide Connection For Chemical Dispensing Equipment 29B 13 Comp Sink - 18x24in Bowls - 111 3/4in Nationwide Fabrication; Mario Mfg S3-30x111.75x36.5-FF-R 1 KES GC • 30 Shelving System - 3 Comp Sink Amco WST1879S 1 KES KES Mount bottom of Standard At 56"AFF. Provide Plywood Blocking 30.2 Shelving System - Dish Table Amco WST1879S 2 KES KES Mount bottom of Standard At 56"AFF. Provide Plywood Blocking. Mount Tight To Dish Machine 31.7 Drying Racks 21x48x8Sin - With Vented Aluminum Covers (Amco Custom 1 KES KES Mount Bottom Of Standard At 12" AFF. Provide Plywood Blocking To Mount To Wall 32.1A Ice Maker - Remote Condenser I Hoshizaki I URC-5F 1 KES KES • Condensing Units To Be Secured To The Roof Per Code By GC 32.16 Ice Maker - Remote Condenser Hoshizaki URC-9F 1 KES KES • Condensing Units To Be Secured To The Roof Per Code By GC 32.2 Ice Maker - Storage Bin 1, Hoshizaki B50OPF 1 KES KES • 32.3 Icemaker- Filter Cuno Bev 190 3 KES KES • 32.4 Ice Maker - Scale Inhibitor Cuno CFS440-HT 3 KES KES • 32.5 Ice Maker - Sanitizer RGF IMSB 3 TUV GC • Refer To Installation Guide. When Installed At Utensil Counter, Mount Below Counter In Accessible Location. Refer To Plumbing Drawings. 32A Ice Maker For B.O.H. Ice Bin (Shorter) Hoshizaki KML-700MRJ 1 KES KES • • Drain Ice Maker to Floor Sink, RE: Mech. Refrigeration By Tenant. 32C Ice Maker Mounted On Soda Machine - Remote Air Cooled Hoshisaki KMD-530MAJ 1 KES KES • . • Drain Ice Maker to Floor Sink, RE: Mech. Refrigeration By Tenant. 32D Ice Maker Mounted On Soda Machine - Remote Air Cooled Hoshisaki KMD-530MRJ 1 KES KES • • • Drain Ice Maker to Floor Sink, RE: Mech. Refrigeration By Tenant. 33 Walk In Cooler 7x14x9ft 3in - Standard I Norlake CHP714SR-RS 1 _ WCS GC • • Refer To Plumbing and Mechanical Drawings; Refrigeration By Tenant; Remote Exterior Compressor Unit To Be Secured To Roof Per Code By GC 34 Walk -In Cooler Shelving System - 7x14x9 ; Cambro (Camshelving) CHP714ER 1 KES KES I 35.1 Dry Storage Racks 21x48x85in _ Amco CHPDS185 2 KES KES Mount Bottom Of Standards At 12" AFF. Provide Plywood Backing To Mount To Wall. 35.2 Dry Storage Racks 21x96x85in Amco CHPDS285 1 _ KES KES _ Mount Bottom Of Standard At 12" AFF. Provide Plywood Blocking To Mount To Wall. 37 Mop Sink Faucet T&S B-0660-BSTR 1 KES GC _ • 37.1 Mop Sink Chemical Faucet T&S B-2345-01-XX 1 KES GC T • GC To Provide Connection For Chemical Dispensing Equipment 38 6 Shelves -Chemical Storage Rack Amco CHPCS85 1 KES KES Mount Bottom Of Standard At 12" AFF. Provide Plywood Blocking To Mount To Wall. Y g 39B DML 2.0 130in - Right - W/POS & Cash Drawer _ Franke/Delfield DML 2.0_RT-130x39 1 KES KES__ • • 39B.1 DML 2.0 Wall Trim Package Franke/Delfield DML 2.0 Trim Kit 1 KES KES 40D Holdin Shelf Trimark TGS-39X2OX80-B 1 KES KES • 41.5 DML 2.6 Shelving - 130in - op Shelf Franke/De field CH OOA32 CHOOOA34 1 1 K S KES K S j KES Mount Bottom 0 Shelf At 74 1/2" A F. Provide Plywood Blocking To Mount To Wall. 3 , 41.6 DML 2.0 Shelving - 130in - Bottom Shelf Franke Delfield Mount Bottom Of Lowest Portion Of Shelf At 54 1/2" AFF. Provide Plywood Blocking To Mount To Wall. 42 Shelving System Under Counter Beverage Station ISS ' WST1810CLR 1 _ KES KES Mounted on (4) casters, All casters to be swivel type, Front (2) casters to have brake, Located under utensil counter 43 49 55 56 61 62B 65 66B 67 696 JM4.0 70 71 /'1 Beverage Cooler Backbar 36in Chip Table - 36x34in Filler Table - 2434in Beverage Table - Fast Lane Dish Machine Dish Table 30x3O Utility Cart (Not Shown) Drop -Off Table - 22x30in Refrigerated Counter Case, Self -Serve - Simplicity Bubbler Mini -Quad !Speed Fill Faucet Quesadilla Press Glasstender Select Stainless Trimark Trimark Hobart Babington Technology Select Stainless _Trimark _ _ Structural Concepts Crathco T&S _ Turbochef LP36X-SS(X) CHP-36TCBD-34-HNG ITS-24x34x36-US-C TS-36x109.5x36-2US-F AM15SC8 CDT-30X3OX36.5-B-L _ 30SU-22-14-C4-TUBS-CUSTOM TS-22x30x31-US-C C03324R-UC _ CS-4E-16 B-0432 MOD ISota Touch 1 1 _ 1 1 1 1 _ 1 1 1 1 1 1 KES KES KES KES KES KES KES KES KES KES KES KES KES KES KES GC KES GC GC KES KES GC GC KES • • _ • _ • • • • Mounted On Legs, G.C. To Pin Front Legs To Floor • • Provided As Part Of The WIC Shelving • r- dt-t• STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 OF P4 p- O,p N0 De����' C*� COy' AR 1 815 , rFR 0 E D-A�\ ll,u�,JII w Wo If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 0 e-i Q M 0000 J W M � .__1 -� ___I M LL = 0 J Z = J J = oC N 0 >- 0 F- GL V) UJ � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET 04.28.21 CONSTRUCTION SET Revisions: 1 01.05.21 DB-7-2020 2 04.05.21 DB-1-2021 & DB-3-2021 3 04.20.21 DB-4-2021 Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: EQUIPMENT SCHEDULE A131 GENERAL NOTES SECURITY SYSTEM *REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION LIGHT FIXTURE SCHEDULE 1. ALL INTERIOR LIGHT FIXTURES AND LAMPS PROVIDED BY TENANT'S LIGHT LAMP SUPPLIER. UTILITIES ITEM # CITY MOUNT DESCRIPTION REMARKS _ SUPPLIED ,INSTALLED 1 2 E100. SECURITY LIGHT FIXTURES AND LAMPS INSTALLED BY GC. CAREFULLY REVIEW LIGHTING FIXTURE SCHEDULE ON SHEET DESCRIPTION CITY REMARKS Al 10 LAY -IN 2x2 LENSED TROFFER SEE SHEET E100 SECURITY MONITOR 1 SSS B S • AS EWER WATER B1 32 CEILING RECESSED 61N CAN LIGHT SEE SHEET E100 3. KITCHEN EXHAUST HOOD PROVIDED BY HS AND INSTALLED BY GC. GC TO COORDINATE PRESSURE TEST AND VIRO GUARD SECURITY ALARM - MOTION DETECTORS 1 T.B.D. T.B.D. • GC RESPONSIBLE FOR COORDINATING SEQUENCING OF PREWIRING B2 9 'CEILING RECESSED 61N CAN LIGHT SEE SHEET E100 WITH ENVIROMATIC, INC. WITH COMPLETION OF INTERIOR FINISHES ( GYP. BD. FINISHES) B3 6 I CEILING M4.0 - RECESSED 61N CAN LIGHT (BLACK) _ SEE SHEET E100 4. ANSUL BOX & FIRE SUPPRESSION SYSTEM PROVIDED BY AND INSTALLED BY HS. HOOD INTERLOCK BY GC. ELECTRICAL -- - - - --- CONNECTION BY GC, RE: ELEC. 1 SSS SSS • CO 2 URFACE LOW PROFILE LED 1FT SEE SHEET E100 - 72 HR SECURITY DVR - � I _ E SSS SSS • INSTALL AT 9'-6" U.N.O. C2 1 )SURFACE LOW PROFILE LED 3FT SEE SHEET E100 CLOSED CIRCUIT T.V. CAMERA -INDOOR 6 � SSS SSS • I � ISEE CLOSED CIRCUIT T.V. CAMERA -OUTDOOR 25. MENU BOARD ASSEMBLYPROVIDED BY TMB, INSTALLED BY G.C. C3 17 'SURFACE LOW PROFILE LED 4FT SHEET E1006. PROVIDE BLOCKING ABOVE MENU BOARD ASSEMBLY FOR INSTALLATION. - -- -- - - - C4 14 SURFACE LOW PROFILE LED 5FT SEE SHEET E100 7. REFER TO "09900 PAINTING - GENERAL" IN SPECIFICATIONS FOR FINISHES AT EXPOSED CEILING AREAS IN ADDITION TO CONDUIT GUIDELINES E1 4 VARIOUS EMERGENCY LIGHT -DUAL HEAD SEE SHEET E100 NOTES LISTED ON THIS SHEET AND A120. - - - - - - - - -- - -- - - - - - - E2 3 VARIOUS EMERGENCY LIGHT - SINGLE HEAD iSEE SHEET E100 8. J UNISTRUT TO BE LEFT UNPAINTED. PROVIDE MATCHING CLOSER STRIPS AND END CAPS. CLOSER STRIP TO BE APPLIED TO THE SEE ELECTRICAL DRAWINGS FOR CONDUIT REQUIREMENTS. METAL CLAD CABLE AND FLEXIBLE METAL CONDUIT SHALL NOT BE INSTALLED IN AREAS EXPOSED TO VIEW UNLESS - _ - - _ -- - - - - ---- - E4 3 VARIOUS WHITE EXIT LIGHT - STANDARD RED LETTERS SEE SHEET E100 UNDERSIDE OF THE UNISTRUT. SPECIFICALLY NOTED OTHERWISE. 9. ALL HEIGHTS ARE TO BOTTOM OF FIXTURE UNLESS NOTED OTHERWISE. E7 8 VARIOUS EMERGENCY LIGHT -DUAL HEAD SEE SHEET E100 10. LIGHT DETAILS ARE LOCATED ON SHEET A210. FIXTURE AND LAMP SPECIFICATIONS ARE LOCATED ON E100. - SPEAKER SCHEDULE -G4 2 FLOOR MOUNTED PATIO LIGHT POLE - - SEE SHEET E100 11. ALL UNISTRUT SUPPORTING CEILING ELEMENTS AND/ OR DUCT WORK SHALL NOT CONTAIN ANY ELECTRICAL CONDUIT. ALL H1 9 SURFACE HOOD LIGHT SEE SHEET E100 ELECTRICAL CONDUIT MUST RUN IN SEPARATE UNISTRUT. - ITEM # CITY DESCRIPTION COLOR/FINISHMOUNT REMARKS J4 2 PENDANT M4.0 - PENDANT LIGHT SEE SHEET E100 - - --- - - -" - - -"- - P5 5 PENDANT M4.0 - PENDANT LIGHT SEE SHEET E100 12. ALL UNISTRUT, CONDUIT, SPRINKLER & WATER LINES SHALL BE INSTALLED TO THE BOTTOM OF THE DECK OR AS SHOWN IN SPi 6 DINING ROOM SPEAKER BLACK SUSPENDED REFER TO A201 & E110 FOR DETAILS _ DETAILS AND LEFT UNPAINTED T1 9 TRACK TRACK LIGHTING HEAD SEE SHEET E100 13. ALL WATER LINES AND EXPOSED PCV SHALL BE INSTALLED UP IN TRUSSES AND PAINTED VICTORIAN PEWTER. T-6 3 SUSPENDED M4.0 - TRACK 6' SEE SHEET E100 14. ALL DIMENSIONS ARE TO FACE OF FRAMING, OR CENTERLINE OF FIXTURE UNLESS NOTED OTHERWISE. - - 15. SEE ELECTRICAL DRAWINGS FOR SHATTER RESISTANT LAMP LOCATIONS. - 16. ,ALL EMERGENCY FIXTURES, LIGHTS AND STROBES SHALL BE ALIGNED OR CENTERED ON WALLS_ 17. FULL CERAMIC TILE COURSING SHALL TAKE PRECEDENT OVER ANY CEILING/HEADER DIMENSION INDICATED IN THE PLAN, REFER TO A120. 18. ALL CONDUIT AND PIPE PENETRATIONS OF THE SERVING LINE SOFFIT ARE TO BE HELD TIGHT TO THE DECK. PLEASE CONSULT WITH THE CHIPOTLE CM SHOULD ANY CONFLICTS ARISE. 19. BATT INSULATION TO BE INSTALLED ABOVE THE RESTROOM CEILING. 20. ALL LAY -IN CEILING PENETRATIONS TO BE HELD TIGHT TO WALLS. REFER TO 10/A210 AND PLUMBING DRAWINGS FOR DETAILS. 21. REFER TO STRUCTURAL DRAWINGS FOR HOOD SUSPENSION DETAILS. 22. iALL EXTERIOR BUILDING MOUNTED AND PATIO LIGHT FIXTURES AND LAMPS PROVIDED BY TENANT'S LIGHT/LAMP SUPPLIER, U.N.O. 23. ALL EXTERIOR PARKING LOT LIGHT FIXTURES AND LAMPS PROVIDED BY AND INSTALLED BY G.C. CAREFULLY REVIEW LIGHTING FIXTURE SCHEDULE ON SHEET E100. 24. ALL EXTERIOR BUILDING MOUNTED AND PATIO LIGHT FIXTURES AND LAMPS INSTALLED BY G.C. CAREFULLY REVIEW LIGHTING FIXTURE SCHEDULE ON SHEET E100. 25. SECURITY CAMERA LOCATIONS ARE ONLY APPROXIMATE LOCATIONS. FOR GUIDANCE ON THE SPECIFIC LOCATION/ORIENTATION OF THESE CAMERAS, REFER TO THE ENVYSION INSTALLATION GUIDE 26. REFER TO A120 FOR FINISH SCHEDULE I KEYNOTES 1. EXISTING EXPOSED/UNPAINTED STEEL JOISTS -SEE STRUCTURAL DRAWINGS 2. SUPPLY AIR DIFFUSER - COORDINATE WITH MECHANICAL DRAWINGS 3. RETURN AIR GRILLE - COORDINATE WITH MECHANICAL DRAWINGS 4. MENU BOARD SUPPLIED BY TMB & INSTALLED BY G.C. - SEE DETAILS ON SHEET A210. 5. MENU BOARD LIGHT FIXTURE - SEE DETAILS ON SHEET A210. 6. LOCATE LIGHT FIXTURES & UNISTRUT AS INDICATED (SEE SHEET A202 FOR DIMENSIONS - SEE ALSO SHEETS A203 & A701) AND MOUNT PER DETAILS ON SHEET A210 & A211. G.C. SHALL SUPPLY AND INSTALL ALL UNISTRUT AND ELECTRICAL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION. 7. LIGHTING IS PROVIDED BY COOLER MANUFACTURER. G.C. SHALL PROVIDE ELECTRICAL ROUGH -IN. 8. EMERGENCY LIGHT FIXTURE -TYPICAL- SEE ELECTRICAL DRAWINGS. 9. SECURITY CAMERA -TYPICAL. COORDINATE WITH CHIPOTLE'S SECURITY VENDOR. LOCATE IN CENTER OF LAY -IN CEILING PANELS IN KITCHEN AND OFFICE AREAS. 10. THESE LIGHT FIXTURES TO BE CENTERED OVER THE ISLAND TABLE 11. LIGHT FIXTURES BY HOOD MANUFACTURER - TYPICAL 12. LIGHT FIXTURES TO BE MOUNTED TO UNDERSIDE OF SHELVES - COORDINATE WITH KES. 13. SPEAKER SUSPENDED FROM UNISTRUT (TYP OF 6) - SPEAKERS SHALL BE MOUNTED 6" ABOVE THE TOP OF THE BLADE ASSEMBLY - SEE 8/A210 AND SHEET A202 14. SUSPENDED FELT BAFFLE CEILING SYSTEM - SEE DETAILS ON A210 & THE SPECIFICATIONS 15. GC SHALL INSTALL PVC CORNER GUARD PER DETAIL 6/A210 16. GWB LIGHT COVE - SEE DETAIL 20/A802 17. STONEWOOD LIGHT COVE - SEE SECTION 1/A502 18. AIR PURIFIER - SEE ELECTRICAL & MECHANICAL DRAWINGS 19. NEW REMOTE EMERGENCY BATTERY BACKUP LIGHT FIXTURE - COORDINATE WITH ELECTRICAL DRAWINGS 20. CEILING ACCESS PANEL - 24" X 24" BY ACUDOR, UNIVERSAL FLUSH, ED-2002, COLOR: WHITE - FRAME OPENING PER MANUFACTURER'S RECOMMENDATIONS 21. 6" PVC SODA LINE ROUTED ABOVE CEILING - 22. LAY -IN CEILING LIGHT COVE - RFER TO DETAIL 11/A210 23. CENTER TRACK LIGHTING ON WALL AT PLYWOOD BOX 24. MONITOR BY CHIPOTLE'S VENDOR 25. CHIME/STROBE - SEE ELECTRICAL DRAWINGS 26. S.A.T. CEILING PENETRATION - SEE DETAIL 4/A210 27. EXTERIOR CAMERA BY CHIPOTLE'S SECURITY VENDOR 28. EXISTING METAL CANOPY 3 5/8" 1'-117/8" 4' -1 1/8" 14'-0" GYP. BD. CEILING -C3 - ADJACENT TENANT (N.1.C.) 10 5/8" 9" 1'- 3" 1'- 4" V - 2" 2'- 0 5/8" CT- 10 1/2" 10 ­11 11 6'-811 8'- 0" A LAY -IN CEILING - C4 - ---- :. - t - ± 10' - 0" AFF - - - - E1 - TYP. TYP. E f �E1 4 0 C2 ��-- 10 3 -QTY P - 1 14�� B1 131- -131 131 _ j` Al _ - -- - - 131. C3 C4 - F h 2 F' 4'-011 T-113 8" p 3 5/8 4'- 8 3/4 / TYP. 61 1 I I 5 1 117 8 I 19, E4 9 - 3 5/8" f 16 �- �� ICI "" l �s r� r' E2 - TYP. �� cc B1 13 _CO C3B1 TYP: - -� Al c, - ! 1 CO -, -E FI 1 �I 12 5 hll - - � qIII GYP. BD. CEILING - C3 -; _ 4 - - - - - - 1 G S - 9 - 5 -_ - I Al I {- ± 9 - 0 AFF - - - il- 3 5/8 1 9 2' 3" 2' 3"I TYP. / - 7 GYP. BD. CEILING - C3 23 ±10 -0 AFF - - _ -- 28 8 ; - _ - T6 T6�JlT6 Tl Tl T 1 'T1, T1 T1 T1 u, IT1 PS i M z TVID 25 _ 6 �I - - - 21 B 1 _ 1 - r, �'. - , 1 - 6 E1 - - � ` Al P C - - F-- - - - -`- - - - a W B3 B3 B3 B3 - - - ---_ 26 2 E1 B1 B1 B2 C3 r - - _ C4 - C3 P5� TYP M `D -- - 21 B3 C W _ r, K, ; 3 21-_I Or 62 j B2 B2 _ 62 a ! 1 B1 w B1 E7 �B2 18 - % 18 P5 L - - 1 Al Al Al Al o0 Al 2� W - C - 2 - 3 E7 - E7 B3 cr E4 W B: TYP. TYP. �. _ � B1 B2 62 C N `--71 N �co00 27 > 28 - 24 27 - - Q M 01) Ln 3 5/8"---- - 2'- 4 L : -113/8" 2 - 0 2' -17/8" 2 -1 1/4 2 -1 1/4' �3/r'- £/E�2'- 17 8" I �105/8"-�53 ., 2 -33;8 35 8 2'-0' 1'-113 8" / � GYP. BD. CEILING - C3 3 5/8' 3 5/8 -3 5/8" 3 5/8"GYP BD CEILING - C3 LAY -IN CEILING - C4 LAY -IN CEILING - C4 51 --±10'-0"AFF 10'- 0"AFF ±9, -0„ AFF GYP. BD. CEILING - C3 ±9'-0'AFF REFLECTED CEILING PLAN 1/4" = V-0" ±8'-0"AFF - - TYP. @ RESTROOMS 15/8" E2 - 19', 28 NOTE: REFER TO 1/SP101 FOR NEW PATIO LIGHTING 3 STONEWOOD CEILING_ C2 ± 8' - 1 3/4" AFF - J a a � 0 P- W V - 01/2" 15/8" E2 to 19 '� STONEWOOD CEILING - C2 ± 8' - 1 3/4" AFF 3`. TYP. @ STONEWOOD CEILINGS Lonsutia WC STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 p� t. OF Ft 0R� ;,.. A% �F NO De �G CO C� c AR 4815 s�,FR E D If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. 0 3 � CA N CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 0 r-1 l= qzj- Q Lli M 0000 J W M l0 J _J _J M LL = O O m z = J J J = LU Q N (7 >- O qzj- CL lLU �D N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET - 04.28.21 CONSTRUCTION SET _ Revisions: 1 10.27.20 BA-1 - 2 04.05.21 DB-1-2021 & DB-3-2021 3 06.01.21 _ DB-5-2021 Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: REFLECTED CEILING PLAN A201 L Consultant: RTU-1 MAU-1 RTU J I I I J 1-1/4" J_ J F- G -G— � 1 THROUGH ROOF (E)2-1/2" 2-1) - I 1-1/4" 1-1/4" G Gr1 m G (D � m m GM El--><- 5WH-1 FB-1 RC-1 RN-1 C 13,14-1 GAS DISTRIBUTION DIAGRAM 3/4" _ 1/2" 3/4" 3 4" 11.1/2" 1 I WH-1 `NS-2 HS-2 SK-1 HB-1 WS-1 N.T.S. RH-1 THROUGH ROOF �I PLUMBING SUPPLY PLAN NOTES 1 CONNECT TO THE EXISTING 1-1/2" DOMESTIC WATER SERVICE. 2 PROVIDE 1/2" FILTERED WATER TO THE BAG -IN -BOX SODA CARBONATOR AT 102" AFF. SODA CARBONATOR SHALL HAVE AN INTEGRAL ASSE 1022-RATED CARBONATED BEVERAGE BACKFLOW PREVENTION DEVICE. 3 PROVIDE WATER HEATER DWH-1 PER DETAIL 1/P700. 4 PROVIDE WATER FILTERS MOUNTED TO WALL PER DETAIL 11/P700. PROVIDE 1/2" SUPPLY PIPES FROM FILTERS TO ICE MAKER AND SODA CARBONATOR AS SHOWN. 5 PROVIDE 1/2" FILTERED WATER ROUGH -IN TO THE ICE MAKER AT 56" AFF. PROVIDE 6' LONG STAINLESS STEEL FLEXIBLE BRAIDED WASHING MACHINE WATER CONNECTOR WITH MINIMUM 0.43" ID (BRASSCRAFT SL12-72WA F OR EQUAL) FOR FINAL CONNECTION TO ICE MAKER. 6 PROVIDE DOMESTIC WATER ROUGH -INS FOR THE MOP BASIN FAUCET AT 36" AFF. PROVIDE DOMESTIC WATER ROUGH -INS FOR THE CHEMICAL DISPENSER FAUCET (HB-1) AT 64" AFF DIRECTLY ABOVE THE MOP BASIN FAUCET. SEE ARCHITECTURAL ELEVATION FOR ADDITIONAL INFORMATION. 7 CONNECT TO THE EXISTING GAS METER. 8 PROVIDE GAS CONNECTIONS TO THE COOKING EQUIPMENT PER DETAIL 7/P700. 9 SUPPORT THE GAS PIPE ON THE ROOF PER DETAIL 5/P700. WOOD BLOCKING IS NOT AN ACCEPTABLE METHOD OF SUPPORTING THE GAS PIPE. 10 PROVIDE ACCESSIBLE LINE -SIZED GAS VALVE, DIRT LEG, AND UNION AT GAS CONNECTION TO THE EQUIPMENT. 11 REFER TO ARCHITECTURAL DRAWINGS FOR PAINTING OF INTERIOR AND EXTERIOR EXPOSED GAS PIPE. 12 PROVIDE DOMESTIC WATER ROUGH -INS FOR THE CHEMICAL DISPENSER FAUCET (HB-1) AT 52" AFF. SEE ARCHITECTURAL ELEVATION FOR ADDITIONAL INFORMATION. 13 PROVIDE DOMESTIC WATER ROUGH -INS FOR THE VICTORY WASH DISPENSER FAUCET (HB-2) AT 52" AFF. SEE ARCHITECTURAL ELEVATION FOR ADDITIONAL INFORMATION. 14 PROVIDE ROUGH -INS TO RESTROOM HAND SINKS AS SHOWN IN DETAIL 14/13700. 15 PROVIDE KITCHEN EQUIPMENT GAS SHUTOFF 6" BELOW THE CEILING PER DETAIL 4/13700. 16 CONNECT CHEMICAL DISPENSER TO HB-1. CHEMICAL DISPENSER HAS AN INTEGRAL AIR GAP AS IS SHOWN IN DETAIL 10/P700. 17 PROVIDE ASSE 1016/1070 POINT -OF -USE THERMOSTATIC MIXING VALVE, WATTS LFUSG-B, ON WATER SUPPLY TO KITCHEN HAND SINKS. PROVIDE ANGLE STOP BELOW SINK, FASTEN MIXING VALVE TO WALL, AND MAKE FINAL CONNECTION FROM ANGLE STOPS TO MIXING VALVE AND FROM MIXING VALVE TO FAUCET USING BRAIDED STAINLESS STEEL HOSE. ADJUST MIXING VALVE FOR A DISCHARGE TEMPERATURE OF APPROXIMATELY 110° F. 18 PROVIDE ACCESSIBLE VALVE IN WATER SUPPLY TO FIXTURE AS SHOWN. 19 PROVIDE GAS CONNECTION TO THE RICE COOKER PER DETAIL 6/13700. 20 PROVIDE GAS ROUGH -IN TO FRYER BEHIND RICE COOKER TABLE SO THAT VALVES AND DIRT LEG ARE ACCESSIBLE ONCE FRYER IS SECURED INTO PLACE. 21 HOLD EXPOSED DOMESTIC WATER PIPES TIGHT TO THE DECK AND TIGHT TO THE EXTERIOR WALL AS SHOWN. PAINT THE PIPE INSULATION TO MATCH THE ROOF DECK. 22 INSTALL RGF IMSB ICE MAKER SANITIZER FURNISHED BY TUV PER CHIPOTLE'S INSTALLATION INSTRUCTIONS. 23 PROVIDE 3/4" DOMESTIC HOT AND COLD WATER ROUGH -INS FOR THE PREP SINK (SK-2) FAUCET AT 24" AFF TO ALLOW FOR THE VICTORY WASH CHEMICAL DOCK TO BE INSTALLED DIRECTLY BELOW THE PREP SINK BASIN. 24 PROVIDE 3/4" HOT WATER TO THE DISH MACHINE, MAKING FINAL CONNECTION USING 3/4" COPPER PIPE ONCE DISH MACHINE IS IN ITS FINAL LOCATION (FLEXIBLE CONNECTION IS NOT ACCEPTABLE). PROVIDE WATER HAMMER ARRESTOR ON HOT WATER LINE. PROVIDE AN ACCESSABLE SHUTOFF VALVE AND UNION BELOW THE DISH MACHINE AND INSTALL THE STRAINER AND PRESSURE REDUCING VALVE FURNISHED WITH THE DISH MACHINE IN AN ACCESSIBLE LOCATION AT THE CONNECTION TO THE UNIT. 25 PROVIDE ROOF HYDRANT RH-1 WITH BOTTOM OF NOZZLE INSTALLED 24" ABOVE THE BOTTOM OF ROOF DECK. PROVIDE ACCESSIBLE ISOLATION VALVE IN WATER SUPPLY TO ROOF HYDRANT. SUPPORT ROOF HYDRANT PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 26 PROVIDE FILTERED DOMESTIC WATER ROUGH -INS FOR THE SPEED FILL POT FILLER FAUCET (PF-1) AT 40" AFF. SEE ARCHITECTURAL ELEVATION FOR DETAIL. 27 PROVIDE 1/2" FILTERED WATER ROUGH -IN TO THE ICE MAKER AT 24" AFF. PROVIDE 6' LONG STAINLESS STEEL FLEXIBLE BRAIDED WASHING MACHINE WATER CONNECTOR WITH MINIMUM 0.43" ID (BRASSCRAFT SL12-72WA F OR EQUAL) FOR FINAL CONNECTION TO ICE MAKER. 28 INSTALL RGF IMSB ICE MAKER SANITIZER FURNISHED BY TUV PER CHIPOTLE'S INSTALLATION INSTRUCTIONS. LOCATE IMSB BELOW UTENSIL COUNTER IN A LOCATION THAT DOES NOT INTERFERE WITH THE ROLLING RACK BELOW THE UTENSIL COUNTER. 29 PROVIDE WATER SOFTENER AS SHOWN IN DETAIL 16/P700. 30 HOLD EXPOSED DOMESTIC WATER PIPES TIGHT TO THE DECK AND TIGHT TO THE DEMISING WALL AS SHOWN. PAINT THE PIPE - INSULATION-TO,MATCH,THTE' SURROUNDING FINISHES. 31 EXISTING WALL HYDRANT. CONNECTED GAS LOAD FIXTURE TAG MBH EQUIVALENT LENGTH FROM METER [FT] WATER HEATER DWH-1 1199 60 FRYER FB-1 95 65 GRIDDLE ' GR-1 107 75 MAKEUP AIR UNIT MAU-1 225 75 RICE COOKER RC-1 35 60 RANGE RN-1 192 65 KITCHEN ROOFTOP UNIT RTU-1 180 65 DINING ROOM ROOFTOP UNIT RTU-2 180 85 Grand total 1213 MAX: 85 NOTES: 1. PRESSURE REQUIRED AFTER METER: 7" W.C. 2. DISTANCES ARE APPROXIMATE --- --- --- --- --- --- --- --- --- -- --- --- -- -- -- -- --I -- -- -- -- -- -- -- -- -- -- - - - - - - - - 3/4" _1" 3/4" _ 1_ _ _ 3/4" r111 3/411 - /211 DWH-1 DMA HS-2 rjB-2 SK-2 MB-1B HB-1 WH-1 3 PLUMBING SUPPLY DIAGRAM N.T.S. 3/4" 3/4" 1" 1" 3/4" 1/2" 17 i I - - - - - .......... ........... ..............._.. ..--. .... .......... ....... .._. _-_............. ......... .. �5.. PF-1 _.._ .. - 1/2" i TO BAG- 31 IN -BOX �H 1S B -- WC-1 WC-1 HS-1B 1/2" TO ICE _ ,.,....,- •; UTYTS1 1 PLUMBING SUPPLY PLAN P100 1/4" = 11-0" NATIONAL E N G I N E E R I N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@n 'onalengineering.com �1tt If if ,J z0 +ge STATE OF � I COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF TH!S DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. t� L) 0 �Y CA N CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM r-I ILD _J M N M J = J O O V- m z } N w 2 ro O w a l0 N N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET 04.28.21 CONSTRUCTION SET QRevisions: 3 04.23.21 DB-1 - DB-4 Drawn: Checked: J EJ M PC Project No. 2001004 Contents: PLUMBING PLAN WATER & GAS P100 Consultant: LIGHTING CONTROL PANEL SCHEDULE: LCP RELAY PANEL CIRCUIT AREA SERVED CONTROL TIME ON �'--TIME OFF NOTES R1 R3 A A 24 24 DINING ROOM A DINING ROOM B TIMECLOCK TIMECLOCK 10:00:00 AM 10:00:00 AM 12:00:00 AM 12:00:00 AM SINGLE POLE (NC) SINGLE POLE (NC) R5 R7 A A 24 22 DINING ROOM DL RESTROOM EXHAUST FAN TIMECLOCK TIMECLOCK 10:00:00 AM 7:00:00 AM 12:00:00 AM 12:00:00 AM SINGLE POLE (NC) SINGLE POLE (NC) R2 A 26 FRONT KITCHEN A TIMECLOCK 7:00:00 AM 12:00:00 AM SINGLE POLE (NC) R4 A 26 FRONT KITCHEN B TIMECLOCK 7:00:00 AM 12:00:00 AM SINGLE POLE (NC) R6 A 28 BACK KITCHEN A TIMECLOCK 7:00:00 AM 12:00:00 AM SINGLE POLE (NC) R8 A 28 BACK KITCHEN B TIMECLOCK 7:00:00 AM 12:00:00 AM SINGLE POLE (NC) LIGHTING CONTROL COMPONENTS SCHEDULE FURNISHED INSTALLED DESCRIPTION QUANTITY BY BY MANUFACTURER MODEL REMARKS ......... .. . ...1-11- BLUE BOX LT LIGHTING 1 TLS GC ----- ACUITY GR1408 LT ENC FM NE1 8 RELAY PANEL FOR ON/OFF CONTROL LCP CONTROL PANEL WITH GR1408 LT INT WITH FLUSH MOUNT ENCLOSURE, AND 8NCL DTC DV DIGITAL TIME CLOCK .......... C WALL -MOUNTED 1 TLS GC ACUITY CHELSEA SEE LIGHTING CONTROL DIAGRAM FOR CHELSEA SWITCH SWITCH CONFIGURATION WALL -MOUNTED 2 TLS GC COOPER SAL06P-W SLIDE DIMMER COMPATIBLE WITH UP TO DIMMER SWITCH 30OW LED LIGHTING. SET AT 50%. IF DINING ROOM LIGHTS FLICKER AT THIS sD DIMMER SETTING THEN GC SHALL PROVIDE LUTRON DVCL-253P DIMMER AS REPLACEMENT. WALL -MOUNTED LINE 3 TLS GC HUBBELL LHMTS 1-N-WH WHITE DUAL TECHNOLOGY SINGLE RELAY $OC VOLTAGE OCCUPANCY WITH 1 BUTTON AND NEUTRAL WIRING SENSOR ELECTRICAL LIGHTING PLAN NOTES 1 INSTALL LC&D CHELSEA SWITCH AND CONNECT TO BLUE BOX AS SHOWN IN DETAIL 6/E710 2 FOR UNCIRCUITED LIGHT FIXTURES, CONNECT TO RELAY CIRCUIT INDICATED NEXT TO THE FIXTURE TAG THROUGH THE LIGHTING CONTROL PANEL (LCP) UNLESS NOTED OTHERWISE. 3 WALL MOUNT THE EMERGENCY LIGHT FIXTURE AT 6" BELOW THE CEILING UNLESS NOTED OTHERWISE 4 VERIFY MOUNTING HEIGHT OF EXIT SIGN PRIOR TO ROUGH IN. EXIT SIGN MUST BE VISIBLE FROM AREA SERVED AFTER BUILDING SYSTEMS HAVE BEEN INSTALLED. SEE ARCHITECTURAL ELEVATIONS FOR FURTHER INFORMATION. 5 INSTALL LIGHTING CONTROL SYSTEM PER DETAIL 6/E710. 6 INSTALL LIGHT FIXTURES FURNISHED WITH THE WALK-IN COOLER. PROVIDE UNSWITCHED CONDUCTOR FROM LIGHTING CIRCUIT TO WALK-IN COOLER LIGHTING J-BOX AND FROM J-BOX TO LIGHT FIXTURES AS SHOWN. CONDUIT BETWEEN LIGHT FIXTURES SHALL BE ROUTED ON THE INTERIOR OF THE WALK-IN COOLER. SEAL INTERIOR AND EXTERIOR OF CONDUITS WHERE THEY PASS THROUGH THE WALK-IN COOLER ENVELOPE PER THE NEC. 7 PROVIDE (2) GFCI RECEPTACLES FOR UNDERSHELF LIGHTING AS SHOWN. CONNECT TO SWITCHED LEG OF THE KITCHEN LIGHTING CIRCUIT. SEE ELEVATIONS ON SHEET E700 FOR RECEPTACLE LOCATIONS, HEIGHTS, AND CIRCUITING. INSTALL RECEPTACLES IN A HORIZONTAL ORIENTATION. 8 PROVIDE UNISTRUT AS SHOWN ON THE ARCHITECTURAL RCP PER THE ARCHITECTURAL UNISTRUT DETAIL. TYPICAL. 9 CONNECT DINING ROOM (RELAY CIRCUITS R1, 113) OVERHEAD STRIP LED LIGHTS TO THE RELAY INDICATED THROUGH THE CORRESPONDING WALL -MOUNTED DIMMER INSTALLED ABOVE THE PANELBOARDS. 10 INSTALL WALL -MOUNTED OCCUPANCY SENSOR FURNISHED BY LIGHTING SUPPLIER AT 42" AFF. ADJUST OCCUPANCY SENSOR TO PROVIDE AUTOMATIC ON/AUTOMATIC OFF OPERATION WITH A FIXED TIMER OF 30 MINUTES AND WITH BOTH THE PASSIVE INFRARED AND ULTRASONIC SENSORS ENABLED. 11 INSTALL WALL -MOUNTED DIMMERS ABOVE PANELBOARDS 6" ABOVE LAY -IN CEILING FOR CONTROL OF DINING ROOM OVERHEAD STRIP LED AND PENDANT LIGHTS. CONNECT DIMMERS TO RELAYS SHOWN THROUGH THE LIGHTING CONTROL P,ANEL,,SET gIMIu1ERS TSq%. 12 INSTALL CHIME/STROBE FURNISHED WITH VEHICLE DETECTION SYSTEM ON WALL ,,'2', 12" BELOW CEILING AND CONNECT TO VEHICLE DETECTOR SYSTEM PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. LIGHTING FIXTURE SCHEDULE FURNISHED INSTALLED WATT TAG QUANTITY TYPE MOUNT BY BY MANUFACTURER MODEL LAMP(S) VOLTS S SPECIAL REQUIREMENTS Al 10 2x2 LED LENSED TROFFER LAY -IN TLS GC NORA LIGHTING NPDBL-E22/334 W (1) 3000K LED 120 30 COMPATIBLE WITH 0-10V DIMMING, FACTORY LOCKED TO 3000K B1 32 RECESSED 61N CAN LIGHT CEILING _- TLS GC NORA LIGHTING NHIC-6G24ATFL with (1) 17W ECOSTORY ECO-PAR38C-17-GU24-27K-25D 120 17 NTM-57W/M1 Trim LED (25'-2700K) W/ GU 24 BASE B2 9 RECESSED 61N CAN LIGHT W/ CEILING TLS GC NORA LIGHTING NHIC-6G24ATFL WITH INTEGRAL 3000K LED 120 17 LED TRIM FURNISHED WITH GU24 SOCKET LED TRIM NLCBC-6513OWW LED TRIM ADAPTER B3 6 RECESSED 61N CAN LIGHT W/ CEILING TLS GC NORA LIGHTING NHIC-6G24ATFL WITH INTEGRAL 3000K LED 120 12 BLACK LED TRIM FURNISHED WITH GU24 ✓ ' " ✓ " ✓ , ✓ BLACK LED TRIM NLCBC2-65127BB LED TRIM SOCKET ADAPTER CO 2 LOW PROFILE LED - 1 FT SURFACE TLS GC HERA LIGHTING EL/LED/12/WW INTEGRAL 3000K LED 120 5 FURNISHED WITH COVERS, CONNECTORS, AND ONE HARDWIRE BOX OR CORD/PLUG PER SECTION C2 1 LOW PROFILE LED - 3 FT SURFACE TLS GC HERA LIGHTING EL/LED/34/WW INTEGRAL 3000K LED 120 12 FURNISHED WITH COVERS, CONNECTORS, AND ONE HARDWIRE BOX OR CORD/PLUG PER SECTION C3 17 LOW PROFILE LED - 4 FT SURFACE TLS GC HERA LIGHTING EL/LED/46/WW INTEGRAL 3000K LED 120 15 FURNISHED WITH COVERS, CONNECTORS, AND ONE HARDWIRE BOX OR CORD/PLUG PER SECTION C4 14 LOW PROFILE LED - 5 FT SURFACE TLS GC HERA LIGHTING EL/LED/59/WW INTEGRAL 3000K LED 120 18 FURNISHED WITH COVERS, CONNECTORS, AND ONE HARDWIRE BOX OR CORD/PLUG PER SECTION E1 4 EMERGENCY LIGHT- DUAL VARIOUS TLS GC EXITRONIX LED-90 (2) SPECIAL LED 120 2 90 MINUTE BATTERY BACKUP HEAD E2 3 EXTERIOR REMOTE VARIOUS TLS GC EXITRONIX CLED-BL-WP WITH PMC-13-1 (1) SPECIAL LED 4 1 LOW VOLTAGE REMOTE EMERGENCY EMERGENCY LIGHT MOUNTING PLATE LIGHT POWERED BY REMOTE -CAPABLE EXIT SIGN E4 3 WHITE EXIT SIGN WITH VARIOUS TLS GC EXITRONIX CLED-U-WH (1) SPECIAL LED 120 2 90 MINUTE BATTERY BACKUP WITH EMERGENCY LIGHT- INTEGRAL EMERGENCY LIGHT, REMOTE STANDARD RED LETTERS HEAD CAPABLE E7 9 EMERGENCY LIGHT VARIOUS TLS GC DUAL-LITE EV2 (2) 1W INTEGRAL LED 120 1 90 MINUTE BATTERY BACKUP G4 2 PATIO LIGHT POLE POLE TLS GC RAB Lighting ALED10Y W/ PS4-11-1OD2 INTEGRAL LED 120 10 SEE PLAN FOR LAMP HEAD POLE CONFIGURATION. REFER TO ARCHITECTURAL SHEETS FOR FINISH AND INSTALLATION DETAIL H1 9 HOOD LIGHT SURFACE THS/TLS THS VAPOR PROOF LIGHT FURNISHED WITH HOOD (1) CF23EL/MINI/827 120 23 INSTALL LAMP FURNISHED SEPARATELY BY FIXTURE FURNISHED LIGHTING SUPPLIER WITH HOOD J4 2 DECORATIVE PENDANT SURFACE TLS GC BARNLIGHT BLE-C-CPTIO-ASH-100-SBK- GREEN CREATIVE 9A19DIM/927/GU24/R 120 9 ! WITH BLACK LAMPSHADE, BLACK CORD, 100-CAW AND OAK LAMPHOLDER P5 5 PENDANT SURFACE TLS GC HI-LITE MFG H-LC-91/CB12-91/20W LBL TCP FG25D4027CCQ 120 5 ADJUST CORD LENGTH FOR MOUNTING HEIGHT CALLED FOR IN ARCHITECTURAL _ DRAWINGS Sl 1 DRIVE -UP PICK-UP WINDOW WALL TLS GC FEDERAL SIGNAL SLM500B W/ INTEGRAL 16 0 iSET SWITCH A TO "CHIME 1 SINGLE" CHIME/STROBE SLMBW-012-024 (11011) AND SWITCH B TO "CHIME 2 T1 9 TRACK HEAD TRACK TLS _ GC JUNO R605L 30K 90CR1 PDIM WFL INTEGRAL LED 120 10 BLACK CYLINDER TRACK HEAD W/ BL UNIVERSAL 120V TRAC ADAPTER AND T-6 3 TRACK (6 FEET) SURFACE TLS GC JUNO T 6FT BK N/A 120 0 SINGLE CIRCUIT, BLACK FINISH TCL-2 1 CURRENT LIMITER (240W) SURFACE TLS GC JUNO TCLFMII BL W/TCLCB 2A N/A 120 0 BLACK CURRENT LIMITING END FEED BLCK Wl 4 WIC LED FIXTURE SURFACE WCS GC FURNISHED WITH WIC FURNISHED WITH WIC INTEGRAL LED 120 29 WET -RATED COOLER FIXTURE LIGHTING FIXTURE SCHEDULE NOTES A. FLUORESCENT LAMPS NOT INCLUDED WITH THE FIXTUREA RE TO BE MANUFACTURED BY SYLVANIA UNLESS OTHERWISE NOTED. PHILIPS FLUORESCENT LAMPS WILL BE AN ACCEPTABLE ALTERNATE. B. SEETHE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LIGHT LOCATIONS. C. SEETHE ARCHITECTURAL LIGHTING DETAILS FOR FIXTURE CONSTRUCTION DETAILS. Eml 131,112 131,114 A- 36 •- ' 5 mm ,R B1OR2 W1- L W1 ' 7 C3 ,R4 61OR4 LB1�,FR4 O O; , ,-- O B1,R2 B1,R4 12 B1,112 2 Si A- 24 E7 O O l i B2 ,NL 132,111 132,113 I C B2 10 B2 B2 ,B2 61OR4 B 0 E1 C3 ,R4 C4 ,R4 C3 ,R4 O O O O O O B1,R2 131,114 131,112 61,114 131,112 131,114 61 O 0 J4,R4 B1OR2 0 0I_ o 131,112 El 131,114 0 J4,R2 0 B1,R4 H1 H1 H1 H1 H1 H1 H1 H1 H1 O 131,114 E7 C3 ,R4 C3 ,R4 C2 ,R4 C3 ,R4 C3 ,R4 -O O O O O O O B1,NL B1,112 131,114 131,112 131,114 131,112 131,114 D3 ' rR C4 ,R3 g ,R3 �'. C4 ,R3 C3 ,R3 "C4 ! E F. # q: E,7 8 9 D1 C4 ,R1 C4 ,R1 C4 ,R1 C3 ,R1 I € -C3 ,R3 C4,113 r ,. _... C4 ,R3 C4 ,R3 ,. -_. P 3 S NATIONAL E N G I N E E R I N G 4635 True an Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@nati alengineering.com w y, STATE 01 :- d %+ �• 1CtOR11 "' COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. t� V +/CA N G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM r-I 00 fa L.n M J a M - � J O m L.L_ , z LLB = fp OO N s N Issue Record: 10.14.20 01.20.21 04.28.21 BID SET PERMIT SET CONSTRUCTION SET QRevisions: 2 01.06.21 DB-07-2020 3 04.23.21 DB-1- DB-4 Drawn: Checked: J EJ M PC Project No. 2001004 Contents: ELECTRICAL LIGHTING PLAN E100 ELECTRICAL POWER PLAN NOTES 1 SHOW ROOM WINDOW RECEPTACLE. COORDINATE EXACT RECEPTACLE MOUNTING HEIGHT IN THE FIELD. LOCATION SHALL BE IN THE DRYWALL IMMEDIATELY ABOVE THE MAIN STORE -FRONT WINDOW AND AS SHOWN IN THE DINING ROOM ELECTRICAL ELEVATIONS ON SHEET E700. 2 ICE MACHINE ELECTRICAL TIE-IN. COORDINATE EXACT LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. PROVIDE L5-20P FLANGED INLET WIRED TO THE REMOTE CONDENSER. PROVIDE 48" CORDS, ONE WITH 5-20P END AND ONE WITH L5-20R END, FROM ICE MAKER TO RECEPTACLE AND FLANGED INLET. 3 CONNECT RECEPTACLES SERVING EQUIPMENT BELOW THE KITCHEN HOOD TO THE CIRCUITS SHOWN THROUGH THE CONTACTOR INTEGRAL TO THE HOOD CONTROL PANEL. INTEGRAL CONTACTOR SHALL BE INTERLOCKED TO HOOD FIRE PROTECTION SYSTEM SO THAT RECEPTACLES ARE DE -ENERGIZED UPON ACTIVATION OF HOOD FIRE PROTECTION SYSTEM. 4 JUNCTION BOX FOR EXTERIOR SIGN LIGHTING. COORDINATE EXACT LOCATION WITH CHIPOTLE'S CONSTRUCTION MANAGER AND THE SIGN INSTALLER PRIOR TO ROUGH -IN. CONNECTTO CIRCUIT SHOWN THROUGH THE EXTERIOR LIGHTING CONTACTOR PANEL AS SHOWN IN DETAIL 5/E710. 5 PROVIDE 4" OCTAGONAL JUNCTION BOX WITH SCREW THREADS SET AT THE 2 & 8 O'CLOCK POSITIONS FOR THE ANSUL PULL STATION. PROVIDE A 1/2" CONDUIT FROM THE J-BOX TO 6" ABOVE THE CEILING AND TERMINATE WITH A CONDUIT BUSHING. COORDINATE EXACT LOCATION WITH THE ANSUL SYSTEM INSTALLER AND THE FIRE MARSHALL PRIOR TO ROUGH -IN. 6 HOOD CONTROL PANEL AND ANSUL CABINET SHALL BE LOCATED WITHIN THE INTEGRAL HOOD UTILITY CABINET. PROVIDE FINAL ELECTRICAL CONNECTIONS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM. 7 SHOW ROOM WINDOW RECEPTACLE. COORDINATE EXACT RECEPTACLE MOUNTING HEIGHT IN THE FIELD. LOCATION SHALL BE IN THE CEILING IMMEDIATELY ABOVE THE STOREFRONT WINDOW. 8 PROVIDE AN EMPTY SINGLE GANG J-BOX FOR VOLUME CONTROLS. INSTALL THE CAT5 VOLUME CONTROL WIRE FURNISHED BY THE TENANT FROM THE J-BOX TO THE AMPLIFIER IN THE OFFICE WITH 3 FEET OF SLACK AT EACH END. 9 COORDINATE DATA/POWER RECEPTACLE MOUNTING REQUIREMENTS WITH THE CASE WORK INSTALLER PRIOR TO ROUGH -IN. 10 PROVIDE ROUGH -INS FOR LAUNCHPORT AS NOTED AND INSTALL LAUNCHPORT FURNISHED BY CHIPOTLE PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS WITH THE WALLSTATION AT 62" AFF AND THE WALL PLATE DIRECTLY ABOVE THE WALLSTATION AT 90" AFF. SEE ARCHITECTURAL DRAWINGS FOR HORIZONTAL LOCATION OF WALL PLATE AND WALLSTATION. PROVIDE SINGLE -GANG J-BOX AT 90" AFF FOR THE WALL PLATE INSTALLATION, A 4" X 2-1/8" DEEP OCTAGON 1-BOX AT 62" AFF FOR THE WALLSTATION INSTALLATION, AND A 3/4" CONDUIT BETWEEN THE TWO J-BOXES. PROVIDE A 22 GAUGE 2 CONDUCTOR CABLE BETWEEN THE WALLSTATION AND THE WALL PLATE J-BOXES WITH 6" SLACK AT EACH END. PROVIDE RECEPTACLE AT 90" AFF NEXT TO THE WALL PLATE J-BOX AS SHOWN. THE RECEPTACLE AND WALL PLATE AT 90" AFF SHALL BE CONCEALED FROM PUBLIC VIEW BY THE HOOD. 11 PROVIDE AN EMPTY 1" CONDUIT WITH PULL STRING FROM THE BASE BUILDING'S TELEPHONE SERVICE ENTRANCE LOCATION TO THE SPACE ABOVE THE OFFICE CEILING. 12 PROVIDE A SUITABLE LENGTH OF LIQUID -TIGHT CONDUIT TO THE EXHAUST FAN EF-1 TO ALLOW THE EXHAUST FAN TO HINGE COMPLETELY OPEN WHEN THE VIROGUARD SYSTEM IS INSTALLED. 13 AFTER THE FAX LINE, POS, AND OFFICE EQUIPMENT IS INSTALLED PROVIDE CHILDPROOF RECEPTACLE COVERS ON UNUSED IG RECEPTACLES AT THE FAX LINE, POS, AND OFFICE. 14 PROVIDE ONE PHASE, ONE NEUTRAL, AND ONE GROUND CONDUCTOR FROM THE ICE MAKER TO THE REMOTE CONDENSING UNIT. 15 UNIT SHALL HAVE AN INTEGRAL NON -FUSED DISCONNECT SWITCH. 16 INSTALL DOOR CHIME AT 96" AFF. SEE ARCHITECTURAL DOOR EQUIPMENT FOR EQUIPMENT INFORMATION. 17 INSTALL THE BYPASS DISTRIBUTION PANEL (BDP) FURNISHED BY THE TENANT. INSTALL PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND DETAIL 3/E710. 18 ROUGH -INS TO SERVE LINE AND POS EQUIPMENT ARE UNDERGROUND. COORDINATE ROUGH -IN REQUIREMENTS AND LOCATIONS WITH EQUIPMENT MANUFACTURER PRIOR TO ROUGH -IN. 19 ROOFTOP UNIT SHALL HAVE AN INTEGRAL UNIT -MOUNTED GFCI RECEPTACLE. PROVIDE CONNECTION TO CIRCUIT SHOWN. 20 ICE MAKER RECEPTACLES SHALL BE CONCEALED BEHIND THE ICE MAKER. COORDINATE LOCATION WITH ACTUAL WIDTH OF ICE MAKER. 21 PROVIDE VERTICAL METAL DIE CAST WEATHERPROOF WHILE IN USE OUTLET COVER ON RECEPTACLES AT COOK LINE. COVER SHALL BE INTERMATIC WP1010MXD FOR SINGLE GANG BOXES AND WP1030MXD FOR DOUBLE GANG BOXES. NO SUBSTITUTIONS SHALL BE ACCEPTED. 22 LABEL BATTERY -PROTECTED RECEPTACLES "BATTERY -PROTECTED: DISCONNECT AT PANEL BDP". 23 LABEL MAIN DISCONNECT SWITCH AND PANEL A "WARNING: BATTERY -PROTECTED RECEPTACLES IN USE. DISCONNECT AT PANEL BDP." 24 PROVIDE A NEMA 5-20P FLANGED INLET (LEVITON MODEL #15378-C) AND A SINGLE NEMA 5-20R RECEPTACLE IN OFFICE FOR CONNECTION TO A CENTRAL UPS SYSTEM. CONNECT THE FLANGED INLET AND THE SINGLE RECEPTACLE TO THE TERMINAL BLOCK IN THE BDP PER THE MANUFACTURER'S INSTRUCTIONS. PROVIDE FINAL CONNECTION FROM FLANGED INLET TO THE OUTPUT OF THE UPS USING A 2'-LONG 20A EXTENSION CORD. PLUG THE UPS INTO THE SINGLE RECEPTACLE. 25 CONNECT RESTROOM EXHAUST FAN TO CIRCUIT SHOWN THROUGH THE LIGHTING CONTROL PANEL (LCP). 26 INSTALL 16/2 SPEAKER WIRE FURNISHED BY OWNER. INSTALL SPEAKER WIRE BETWEEN SPEAKERS IN THE DINING ROOM AS SHOWN AND TO THE AMPLIFIER IN THE OFFICE WITH 3 FEET OF SLACK AT EACH END. THERE SHALL BE TWO SPEAKER WIRE HOMERUNS WITH THREE SPEAKERS ON EACH HOMERUN. SEE ARCHITECTURAL PLANS FOR SPEAKER LOCATIONS. ADJUST EACH SPEAKER 70V TAP SETTING TO BE 15 WATTS. 27 PROVIDE POWER CONNECTIONS TO ISLAND PREP TABLE PER DETAIL 2/E710. PROVIDE GFCI DUPLEX RECEPTACLES IN THREE J-BOXES INTEGRAL TO PREP TABLES (FOR UNDERCOUNTER REFRIGERATOR, HOT HOLDING CABINET, AND GENERAL RECEPTACLE). 28 PROVIDE GFCI RECEPTACLE AND J-BOX AND INSTALL CO2 ALARM FURNISHED BY CO2AS AS SHOWN IN DETAIL 4/E710. 29 PROVIDE J-BOX AND INSTALL CO2 ALARM REMOTE DISPLAY UNIT FURNISHED BY CO2AS AS SHOWN IN DETAIL 4/E710. 30 INSTALL WALK -IN -COOLER EXTERNAL READOUT THERMOMETER REMOTE PROBE ON WALL OPPOSITE FROM DOOR AS SHOWN. ROUTE TEMPERATURE PROBE WIRE ABOVE WALK-IN COOLER CEILING PANELS, SEAL PENETRATIONS THROUGH THE CEILING PANELS, AND SECURE VERTICAL PROBE WIRE TIGHT TO WALLS. NO EXCESS PROBE WIRE SHALL BE WITHIN THE WALK-IN COOLER. 31 PROVIDE RECEPTACLE FOR RESTROOM HAND SINK FAUCET AS SHOWN IN DETAIL 14/P700. 32 LABEL UTENSIL COUNTER RECEPTACLES "TRACTOR BEVERAGE", "ICE MAKER/IMSB", AND "SODA FOUNTAIN". 33 PROVIDE 1" CONDUITS FROM LOW -VOLTAGE J-BOXES AT POS COUNTER CONCEALED WITHIN THE SERVE LINE WIRING CHASE TO THE WALL, THEN CONCEALED WITHIN THE WALL AND ABOVE THE CEILING TO ABOVE THE OFFICE CEILING. 34 PROVIDE CORD AND NEMA 5-20P PLUG FROM UTENSIL COUNTER ICE MAKER, THROUGH UTENSIL COUNTER, TO ICE MAKER RECEPTACLE. 35 PROVIDE 4" SQUARE J-BOX ON EXTERIOR WALL FOR MOUNTING OF EXTERIOR CAMERA. SEE ARCHITECTURAL ELEVATION FOR EXACT HEIGHT AND LOCATION. PROVIDE 3/4" CONDUIT WITH PULLSTRING FROM J-BOX TO ABOVE LAY -IN CEILING AREA IN KITCHEN. 37 LABEL RECEPTACLE "UV INSECT TRAP". 38 INSTALL TRANSFORMER FURNISHED BY TUV WITH THE REME HALO AIR PURIFIER IN THE JUNCTION BOX ON THE EXTERIOR OF THE RTU PER DETAIL 6/M700. CONNECT LINE SIDE OF THE TRANSFORMER TO THE RTU SERVICE RECEPTACLE CIRCUIT SO THAT REME HALO RUNS CONTINUOUSLY. CONNECT THE LOW VOLTAGE SIDE OF THE TRANSFORMER TO THE REME HALO USING THE INCLUDED BARREL PLUG. 39 PROVIDE (2) 10"X10"X4" JUNCTION BOXES (J-BOX #1/J-BOX #2) ON THE WALL ABOVE PANELBOARDS 6" BELOW THE LAY -IN CEILING AND MOUNTED ADJACENT TO EACH OTHER AND CONNECTED BY 3/4" EMT CHASE. TEMS SHALL PROVIDE GRIDPOINT 3 PHASE METER AND TRANSFORMER WITHIN 1-BOX #1 AND GRIDPOINT IOM/HUB WITHIN J-BOX #2. PROVIDE CIRCUITS SHOWN TO J-BOX #1 AND TERMINATE CONDUCTORS WITH 16" SLACK WITHIN J-BOX #1 FOR FINAL CONNECTION BY TEMS. PROVIDE 1" CONDUIT WITH PULL STRING FROM J-BOX #1 (THROUGH BACK OF J-BOX #1) TO PANEL A FOR THE CT WIRING THAT WILL BE PROVIDED BY TEMS. PROVIDE 3/4" EMT STUB UP FROM J-BOX #2, 6" ABOVE LAY -IN CEILING WITH INSULATING BUSHING ON END. PROVIDE CABLE (18-24AWG SHIELDED TWISTED PAIR) FROM J-BOX #2 TO MANAGER'S OFFICE AREA ABOVE DROP CEILING AND LABEL "EMS POWER" ON BOTH ENDS OF CABLE. LEAVE 10' OF SLACK CABLING ABOVE LAY -IN CEILING AND 16" INSIDE OF J-BOX #2. PROVIDE CABLE (CATS) FROM J-BOX #2 TO MANAGER'S OFFICE AREA ABOVE LAY -IN CEILING AND LABEL "RS-485 COMMS". LEAVE 10' OF SLACK CABLING ABOVE LAY -IN CEILING AND 16" INSIDE J-BOX #2. SEE GRIDPOINT INSTALLATION SHEET FOR 40 INSTALL VEHICLE DETECTOR SYSTEM FURNISHED BY TLS SURFACE -MOUNTED ON WALL 12" BELOW CEILING AND CONNECT TO ,2, STROBE/CHIME AND DETECTOR LOOPS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. MAKE FINAL ADJUSTMENTS TO LOOP SENSITIVITY PER THE MANUFACTURER'S INSTRUCTIONS. ONCE ALL COMPONENTS ARE INSTALLED AND OPERATIONAL THE CHIIME/STROBE LIGHT SHOULD STAY ILLUMINATED AND THERE SHOULD BE A SINGLE CHIME WHEN A VEHICLE DRIVERS OVER QR STOP.5 ON -,EITHER LOOP. 41 INSTALL WIRED DOOR BUZZER AT 96" AFF, SEE ARCHITECTURAL DOOR EQUIPMENT FOR EQUIPMENT INFORMATION. CONNECT TO CIRCUIT SHOWN THROUGH THE TRANSFORMER FURNISHED WITH THE DOOR BUZZER. PROVIDE WIRING TO A BUTTON ADJACENT TO THE SERVICE DOOR AND CONNECT PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 42 CONNECT BATHROOM SANITIZER TO CIRCUIT SHOWN SO THAT IT IS ENERGIZED AT ALL TIMES. 43 PROVIDE POWER AND LOW VOLTAGE CONNECTIONS TO DISH SANITIZING MACHINE PER DETAIL 7/E710. CONNECT THE DETERGENT DISPENSER TO THE DISH MACHINE USING THE INCLUDED WIRING HARNESS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 44 PROVIDE RECEPTACLE FOR 2-DOOR AND/OR 1-DOOR REFRIGERATOR WITH GROUND PINS TOWARDS THE BOTTOM OF THE RECEPTACLE. 45 PROVIDE ISLAND PREP TABLE FOOD WARMER RECEPTACLE WITH GROUND PIN TOWARDS THE BOTTOM OF THE RECEPTACLE. 46 SEAL INTERIOR AND EXTERIOR OF CONDUITS THAT PASS THROUGH THE WALK-IN COOLER ENVELOPE PER THE NEC. 47 PROVIDE HORIZONTAL SINGLE -GANG J-BOX BELOW FUTURE GRIDPOINT CONTROLLER LOCATION. PROVIDE 3/4" CCNDUIT WITH PULL STRING AND INSULATING BUSHING FROM 1-BOX TO 6" ABOVE OFFICE LAY -IN CEILING. 2 POWER ROOF PLAN E110 1/8" = 1'-0" (i� A- 37 70 A- 30 -, O 48" ,— 1 1•�/ 29 ov 8-17 (L5-20P INLET) 60" T20 �ITO REMOTE ;'3'\ prp 33 b 42 - B- 8 - -. - 32 _... _--- ... _.... ,- GFCI, 56" M 3_._............ _.... 901i 10 A, A- 16,18,20 A- 35 90" 62" HCP m k : ...... B- 19 27 45 y' 1 18 i B- 9 B- 16,18 B- 20,22 B- 26 31 Consultant: NATIONAL E N G I N E E R IN G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjonesC na ' nalengineering.com 1 t111 i�11/fj�� VX E • �a1 ' SEATE OF ! ;; Q COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM 00 m Ln M J N M -' = 0 LL Z } N V L O N (/) (LO n (V Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET 04.28.21 CONSTRUCTION SET ® Revisions: 2 01.06.21 DB-07-2020 3 04.23.21 DB-1- DB-4 Drawn: Checked: 1EJ MPC Project No. 2001004 Contents: ELECTRICAL POWER PLAN E110 L Consultant: R1 CAL, P.O,W E R.--P LA - _/4Oz S•,, , 1 INSTALL VEHICLE DETECTION LOOP FURNISHED BY TLS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ? ALIGN DETECTOR LOOP WITH MARKETING SIGN. 2 INSTALL VEHICLE DETECTION LOOP FURNISHED BY TLS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALIGN DETECTOR LOOP TO BE CENTERED ON THE PICK-UP WINDOW. 3 CONNECT NfARKET(NG B"OARDi5 CIRCUIT SHOWN FiRdUGH THE E1(TER�OR l IGHTING CON�AC�bR PANEL A SHOWN IN DETAIL 5/E710. SEE DETAIL 2/THIS SHEET FOR SITE CONDUITS. 4 CONNECT DIRECTIONAL SIGN TO CIRCUIT SHOWN THROUGH THE EXTERIOR LIGHTING CONTACTOR PANEL AS SHOWN IN DETAIL 5/E710. SEE DETAIL 2/THIS SHEET FOR SITE CONDUITS. 5 CONNECT CLEARANCE BAR TO CIRCUIT SHOWN THROUGH THE EXTERIOR LIGHTING CONTACTOR PANEL AS SHOWN IN DETAIL 5/E710. SEE DETAIL 2/THIS SHEET FOR SITE CONDUITS. 6 CONNECT EXTERIOR LIGHTING CIRCUIT TO CIRCUIT SHOWN THROUGH THE EXTERIOR LIGHTING CONTACTOR PANEL 7 EXISTING 1" SPARE LOW VOLTAGE CONDUIT. SEE DETAIL 2/THIS SHEET FOR MORE INFORMATION. 8 EXISTING 1" SPARE LINE VOLTAGE CONDUIT. SEE DETAIL 2/THIS SHEET FOR MORE INFORMATION. 9 EXISTING INTERIOR J-BOXES AT 11'-0" AFF FOR LINE VOLTAGE SITE WIRING. SEE DETAIL 2/THIS SHEET FOR MORE INFORMATION i.. i . i, i, i i. ._n RESPONSIBILITY GENERAL NOTES DEVICE OR CONNECTION OR A. WORK AND MATERIALS SHALL BE TAG DESCRIPTION CONDUIT CONDUCTORS COMPLIANT WITH THE NEC AND O1 VEHICLE DETECTOR LOOP - 6'x4' WITH 4 TURNS (EMX PR-46-XX). VERIFY GC GC REQUIREMENTS OF THE AHJ. AND CONNECTIONS B. CONDUCTORS LENGTH OF LEAD-IN WIRE PRIOR TO ORDERING TO ALLOW WIRE TO REACH BELOW GRADE, EVEN WHERE WITHIN VEHICLE DETECTOR WITHOUT SPLICING. SEE SITE PLAN FOR LOCATIONS. CONDUITS OR ENCLOSURES, SHALL BE O2 1" CONDUIT FROM VEHICLE DETECTOR LOOP LOCATION TO VEHICLE EXT'G GC SUITABLE FOR WET LOCATIONS. DETECTOR IN -GRADE J-BOX. C. PROVIDE PULL STRING IN EMPTY O3 1" CONDUIT FROM MARKETING BOARD LOCATION TO LINE VOLTAGE IN- EXT'G GC CONDUITS. D. SEAL ENDS OF CONDUITS STUBBED UP GRADE 1-BOX. SEE SITE PLAN FOR LOCATION. ABOVE GRADE TO PROTECT FROM THE O1 CONDUIT FROM CLEARANCE BAR LOCATION TO LINE VOLTAGE IN -GRADE EXT'G GC ELEMENTS. J-BOX. SEE SITE PLAN FOR LOCATION. O5 1 CONDUIT FROM SITE DIRECTIONAL SIGNAGE AND/OR MONUMENT SIGN EXT'G GC / ' LOCATION(S) TO LINE VOLTAGE IN -GRADE J-BOX. SEE SITE PLAN FOR LOCATIONS AND NUMBER OF ROUGH -IN LOCATIONS. ;i O6 O 1" CONDUIT FROM SITE LIGHTING FIXTURE(S) TO LINE VOLTAGE IN -GRADE 1- BOX. SITE LIGHTING FIXTURES CAN BE DAISY -CHAINED. VEHICLE DETECTOR IN 1-BOX MINIMUM 12 " X12 " X8 " WET -LISTED IN- EXT'G EXT'G EXT'G GC _ 1O i LOOP 1 -GRADE - GRADE JUNCTION BOX IN LANDSCAPING AREA AT REAR OF BUILDING AND ' c WITH TOP SET 1" ABOVE FINISHED GRADE. SEE SITE PLAN FOR LOCATION. a r, ........ ...... _ .. __. _ O8 LINE VOLTAGE IN -GRADE J-BOX - MINIMUM 12"X12"X8" WET -LISTED IN- GRADE JUNCTION BOX IN LANDSCAPING AREA AT REAR OF BUILDING AND EXT'G GC / / O - - - T - - -- ---- -- - — - - - A- 34 WITH TOP SET 1" ABOVE FINISHED GRADE. SEE SITE PLAN FOR LOCATION. OLINE VOLTAGE J-BOX AND CONDUIT - MINIMUM 6"X6"X4" J-BOX ON GC GC 10 INTERIOR WALL OF BUILDING AT'11'-0" AFF AND 2" CONDUIT FROM 7 O O 0 88 INTERIOR J-BOX TO LINE VOLTAGE IN -GRADE J-BOX. SEE SITE PLAN FOR r4............ y v I Lel LOCATION. -� t a 10 VEHICLE DETECTOR J-BOX AND CONDUIT - 8 X8 X4 J-BOX SURFACE- GC GC r MOUNTED ON INTERIOR WALL OF BUILDING AT 9'-0" AFF AND 2" CONDUIT O { FROM INTERIOR J-BOX TO VEHICLE DETECTOR IN -GRADE J-BOX. SEE FLOOR OPLAN FOR LOCATION. ,< I J 08 O f t S , ° a — t o ;: i _ ¢g SITE CONDUIT DETAIL 2, ���, .. i:, i,. .._i ....i:, i ...i�, i. ...i� ..i:. ...i ... 1� i .._i, .. i., ...n ...i�. i ,... r.. .i:.. .....i ,.-.i.. ._., ... -_., _, _, .. ..., ,.....�. "�_./...� ,.A...... /.. '..../'. �...../� i'�.../... t.•.. ./�_'.�,.. /�- '.. L,".�_."/� �-....,i...;....-. /-'..._,.. ,.._.,_ `',. _i...:, --.----' — : • ! j' 404 his ° E i �. _T ........ -- .. ..... -. .. _. k h \.. - _-.. , t , , G4 1 POWER SITE PLAN E115 1/8" = V-0" { ti NATIONAL E N G I N E E R I N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjonesCna ' nalengineering.com PE STATE OF ,�t R COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM kD > M M J a1 M 0 2 O L.L. m (n L�U/ = O N N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET 04.28.21 CONSTRUCTION SET QRevisions: 2 01.06.21 DB-07-2020 Drawn: Checked: JEJ MPC Project No. 2001004 Contents: ELECTRICAL SITE POWER PLAN E115 I I _ It I I - -- 1 I - - - __ - . I.i Panel Name: SDP Volts: 120 Phases: 1 Mounting: Recessed Wires: 2 Enclosure: "type 1 Mains: LUGS Ampera... 20 A CKT Circuit Description Trip Poles Load 1 POS 15 A 1 0.2 kVA 2 SML - POS 15 A 1 0.2 kVA 3 SML - ORDERING SYSTEM 15 A 1 0.7 kVA 4 OFFICE - NETWORK GEAR 15 A 1 0.2 kVA 5 OFFICE - COMPUTER 15 A 1 0.4 kVA 6 OFFICE - DVR/ISP 15 A 1 0.5 kVA Total Load: Total Amps: 1.3 kVA 11 A Volts: 208/120V Wye Panel: A Phases: 3 Mains: LUGS Wires: 4 Amperage: 400 A Mounting: Recessed MCB Rating: Enclosure: Type 1 Type CKT Load A B C Load CKT Type CKT Circuit Description Rating Poles Notes AMPS Type Type AMPS Notes Poles Rating Circuit Description CKT 1 5.5 kVA 0.0 kVA 2 AIR CONDITIONER - KITCHEN TVSS 3 (RTU-1) 50 A 3 HACR 45.4 C 5.5 kVA 0.0 kVA 0.0 3 60 A 4 (4 #6, #10 G. IN 1" C.) 511 �Nl11: 5.5 kVA 0.0 kVA 6 7 5.5 kVA 0.0 kVA - 8 AIR CONDITIONER -DINING ;+, - GRIDPOINT 3 PHASE METER 9 ROOM (RTU 2) 50 A 3 HACR 45.4 C 5.5 kVA 0.0 kVA 0.0 3 20 A 10 (4412, #12 G. IN 3/4" C.) (3-#8, #10 G. in 1" C.) 111.11 11 5.5 kVA 0.0 kVA 12 RECEPTACLES -STOREFRONT 13 Receptdculos Frente del 20 A 1 6.0 G 0.7 kVA 0.2 kVA G 1.5 1 20 A GRIDPOINT TRANSFORMER 14 restaurants 15 RECEPTACLES -DINING 20 A 1 1.5 G 0.2 kVA 1.4 kVA 16 Receptdculos -Comedor 17 Panel BDP 20 A 1 18.0 G : 1.3 kVA 1.4 kVA E 11.8 3 20 A HOOD FANS (EF-i/MAU 1) 18 (3-#12, #12 G. IN 3/4" C) 19 RECEPTACLES -ROOFTOP 20 A 1 3.0 G 0.4 kVA 1.4 kVA 20 Receptdculos -Techo . RECEPTACLES - POS GENERA 21 Receptdculos - Cajero 20 A 1 6.0 G 0.7 kVA 0.5 kVA11- A; E 4.4 1 15 A RESTROOM FAN (EF-2) 22 general 23 SECURITY/AUDIO 20 A 1 3.0 G 0.4 kVA 0.7 kVA A 5.8 1 20 A LIGHTING DINING ROOM 24 Seguridad y audio Iluminacidn - Comedor TELEPHONE BACKBOARD LIGHTING FRONT KITCHEN 25 El tablero del tel@fono 20 A 1 1.5 G 0.2 kVA 1.5 kVA 11 A 12.4 i 20 A Iluminacidn -Cocina de en 26 frente RECEPTACLES OFFICE LIGHTING -BACK KITCHEN 27 20 A 1 9.0 G 1.1 kVA 0.6 kVA A 5.3 1 20 A Iluminacidn - Cocina de parte 28 Receptdculos Oficina de atrds 29 RECEPTACLES - RESTROOMS 20 A 1 3.0 G 0.4 kVA 0.3 kVA B 2.7 1 20 A SIGN LIGHTING 30 Receptdculos - Barios Iluminacidn Para letreros RECEPTACLES - SML & LIGHTING - EXTERIOR T NG XT RIOR 31 LAUNCHPORT 20 A 1 GFCI 8.4 G 1.0 kVA 0.0 kVA B 0.2 1 20 A iluminacidn -Exterior 32 Receptdculos -Fax 33 BATHROOM SANITI2ER 20 A 1 0.2 E O.o kVA 0.3 kVA B 2.5 1 20 A SITE SIGNAGE 34 Sanitizante de bafio HD-1 (CONTROL AND 35 LIGHTS) 15 A 1 1.5 E 0.2 kVA 0.0 kVA A 0.0 1 20 A LIGHTING CONTROL PANEL 36 (control y lutes) 37 PICK UP WINDOW 20 A 1 0.3 G 0.0 kVA 0.4 kVA E 3.7 1 20 A PICK-UP WINDOW 38 NOTIFICATION 39 SPARE 20 A 1 - -1. loll 0.0 kVA 0.0 kVA - - 1 20 A SPARE 40 41 SPARE 20 A 1 - - 0.0 kVA 0.0 kVA - - 1 20 A SPARE 42 43 SPARE 20 A 1 - - 0.0 kVA 0.0 kVA :; ,, - - 1 20 A SPARE 44 45 SPARE 20 A 1 - - 0.0 kVA 0.0 kVA - - 1 20 A SPARE 46 47 SPARE 20 A 1 - - 0.0 kVA 0.0 kVA - - 1 20 A SPARE 48 49 SPARE 20 A 1 - - 0.0 kVA 0.0 kVA s - - 1 20 A SPARE 50 51 SPARE 20 A 1 - - 0.0 kVA 0.0 kVA „, ,. - - 1 20 A SPARE 52 r53 SPARE 20 A 1 - 0.0 kVA 0.0 kVA - - ! 1 20 A SPARE 54 FEED THRU (PANEL B) (4-500 KCMIL, #1/0 G. IN 4" C.) Type Description A Interior Lighting B Exterior Lighting C Comfort Cooling D Comfort Heating E Miscellaneous Motor F Kitchen Equipment G Recf-ptacles Connected Load Demand... 3 kVA 125.00% 1 kVA 125.00% 33 kVA 100.00% + 25% Largest... 0 kVA 0.00% 5 kVA 100.00% 57 kVA 65.00% 7 kVA 100.00% Estimated... Panel Totals (includes Panel B) 4 kVA 1 kVA Total Connected kVA: 106 kVA 33 WA Total Connected... 295 A 0 kVA Total Estimated kVA: 87 kVA 5 kVA Total Estimated... 242 A 37 kVA 7 kVA Volts: 208/120V Wye Panel: B Phases: 3 Mains: LUGS Wires: 4 Amperage: 400 A Mounting: Recessed MCB Rating: Enclosure: Type 1 Type CKT Load Load CKT Type CKT Circuit Description Ratin poles Notes AMPS Type A B C Type AMPS Notes Poles Rating Circuit Description CKT CARBONATOR/CO2 ALARM FOOD PREP TABLE (ISLAND) 1 Sistema de carbonatacidn y 20 A 1 10.9 F 1 kVA 1 kVAI'll F 11.3 1 20 A Mesa Para la preparacidn de 2 alarms de CO2 alimentos (isia) FOOD PREP TABLE�,111 SODA SYSTEM DISPENSER 3 Mesa Para la preparacidn de 20 A 1 11.3 F 1 kVA 1 kVA F 9.4 GFCI 1 20 A Dispensador Para el sistema 4 alimentosl. de... REACH -IN REFRIGERATOR ICE MAKER -UTENSIL 5 Cuarto frigorlfico 20 A 1 GFCI 13.8 F ^ 2 kVA 1 kVA F 12.0 GFCI 1 20 A COUNTER 6 Mdquina Para hacer hielo READY -TO -DRINK 7 REFRIGERATOR1. 20 A 1 GFCI 8.8 F 1 kVA 1 kVA1. F 8.5 GFCI 1 20 A FUTURE EQUIPMENT 8 9 COLD TOP (SERVE LINE) 20 A 1 12.0 F �; ' _ 1 kVA 1 kVA F 6.3 1 20 A BLENDER 10 Tabla fr(a (I(nea de servicio) A Licuadora ICE MAKER SANITIZER .x,.. 11 Desinfectante de la mdquina 20 A 1 GFCI 1.5 F x 0 kVA 1 kVA 12 Para hater hielo F 30.0 2 20 A CARVING STATION 11 Estacidn para cortar Carnes GAS WATER HEATER llx 11 13 Calentador de agua a gas 20 A 1 5.0 F 1 kVA 1 kVA1­1 If 14 GAS GRIDDLE a 15 Plancha degas11" 20 A 1 GFCI 1.5 F 0 kVA 2 kVA 16 *z I'llHOT FOOD SERVER (SERVE) I "_. �'% � 4,11.­ ... . .. �!i!­....1.111 F 20.0 2 30 A (2-#S0, #SO G. in 3/4" C.) ICE MAKER Servidor de alimentos 17 Mdquina Para hater hielo 20 A 1 GFCI 16.0 F ; 2 kVA 2 kVA 18 r if, _­ I , - 19 GAS FRYER Freidora degas 20 A 1 GFCI 0.6 F � 0 kVA 1 kVA .'g l � ..�: " ��­­ � 20 1-11 , 11 1.TORTILLA PRESS (SERVE LINE) '.'.'." F 13.0 GFCI 2 20 A (2 #10, #10 G. in 3/4" C.) FOOD WARMER (RICE TABLE Calentador de tortillas 21 Calentador de alimentos 15 A 1 1.5 F 0 kVA 1 kVA l 22 (mesa Para el arroz) _ : i REFRIGERATOR (COOK LINE) 23 WATER SOFTENER 20 A 1 1.5 F1-1 1�1cocinar) 0 kVA 0 kVA F 2.6 1 20 A Refrigerador (Iinea Para 24 25 TORTILLA PRESS (SML) 1 kVA 1 kVAW. : 11F 7.0 3'`, 1 20 A FUTURE EQUIPMENT 26 (2 #SQ #10 G. IN 3/4" C.) $ { J- Equipo futuro Calentador de tortillas (linea 20 A 2 GFCI 13.0 F 27 del fax) 1 kVA 2 kVA HOT FOOD SERVER (SML) 28 F I'" 20.0 GFCI 2 30 A (7-#10, #10 G. in 3/4" C.) `'` Servidor de alimentos 29 3 kVA 2 kVA ctdlientes (i(nea de fax) 30 DISH MACHINE , (2410, #10 G. IN 3/4" C.) 30 A 2 25.0 F " ' "' `' 4- , Lavavajillas FOODWARMER (SML) 31 3 kVA 1 kVA F 11.7 GFCI 1 20 A Calentador de alimentos 32 (linea... 331:1 3 kVA 1 kVA F 10.0 GFCI 1 20 A COLD TOP (SML) 34 Tabla fr(a (lines de fax) FUTURE EQUIPMENT (2410, #10 G. IN 3/4" C.) 30 A 2 GFCI 28.0 F11 351. 3 kVA 1 kVA 36 37 3 kVA 1 kVA F 6.5 3 15 A CU 1 38 (3410, #10 G. IN 3/4" C.) FUTURE EQUIPMENT (2 #10, #10 G. IN 3/4" C.) 3o A 2 GFCI 28.0 F 1. 39ll 3 kVA 1 kVA 40 41 UPRIGHT REFRIGERATORS 20 A 1 GFCI 3.0 A y 0 kVA 0 kVA F 0.2 i 20 A WIC DOOR 42 Refrigerador vertical 43 (Uj COUNTER COOLER 20 A 1 1.5 F 0 kVA 0 kVA1.1. F 1.5 1 20 A WIC -EVAPORATOR 44 45 UV INSECT LIGHT TRAP 20 A 1 1.5 F 0 kVA 0 kVA F 1.5 1 20 A SODA SYSTEM DISPENSER 46 11 (PUW) 47 SPARE 20 A 1 - - - lff�49 0 kVA 2 kVA F 12.5 1 ZO A ICE MAKER (PUW)48 Maquina Para hate hielo SPARE 20 A 1 - - 0 kVA 0 kVA - - 1 20 A SPARE 50 51 SPARE 20 A 1 - -f. 0 kVA 0 kVA - - 1 20 A SPARE 52 53 SPARE 20 A 1 - - 0 kVA 0 kVA - - 1 20 A SPARE 54 kVA 18.0 kVA 20.1 kVA 19.1 kVA AMPS 1 150 A 169 A 160 A Consultant: NATIONAL E N G I N E E R I N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@nat nalengineering.com ( 11 ­ 'J z i ♦ �" � ♦ "* % i R . $ I, = * R { ' $TATB OF " ./' % � z I/rr1` COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. �POTi� 3 � a 0 � \MCA N GPI CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM UD J M M J _a) =) J O ", z = }, m _ (/) W = f^0 CL V L O N � = In CU N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET 04.28.21 CONSTRUCTION SET ARevisions: 3 04.23.21 DB-1- DB-4 Drawn: Checked: J EJ M PC Project No. 2001004 Contents: ELECTRICAL SCHEDULES E600 I I I I I I I 1 1 I _ I_ Consultant: PICK UP WINDOW ELEVATION 3/4" = 1'-0" 3 POS COUNTER ELECTRICAL ELEVATION E700 J 3/4" = V-0" )E IG/GFCI RECEPTACLE FOR TY MONITOR IN WALL PICK-UP WINDOW, LABEL CITY MONITOR ONLY". T BDP- 6 )E LOW VOLTAGE BOX RING -0 WALL CAVITY AS SHOWN , J-BOX) FOR THE ALED INSTALLATION OF A CABLE. PROVIDE A ATE WITH 2" GROMMET IT (DATAPRO PART#700200) LOW VOLTAGE BOX RING. )E DUPLEX GFCI RECEPTACLE R CURTAIN. T A- 38 )E WIRING FROM EYE -BAR K-UP WINDOW CONTROLS E MANUFACTURER'S LATION INSTRUCTIONS. SEE FECTURAL DRAWINGS FOR ,R LOCATION. )E J-BOX FOR PICK-UP )W POWER. PROVIDE FINAL :CTION TO PICK-UP )W CONCEALED IN WALL E MANUFACTURER'S LATION INSTRUCTIONS. TA-38 DUPLEX RECEPTACLE FOR READY -TO -DRINK REFRIGERATOR :L "READY -TO -DRINK") AT B- 7 ( FOR DATA AND CREDIT IJACKS ERY-PROTECTED DUPLEX :CI RECEPTACLE FOR POS PMENT (LABEL "POS ONLY") AT BDP- 1 RECEPTACLE FOR COIN 4GER AND RECEIPT PRINTER :L "COIN/PRINTER") JIT A- 21 GENERAL RECEPTACLE (LABEL ERAL") JIT A- 21 SMART SAFE RECEPTACLE :L "SMART SAFE") JIT A- 21 ( FOR DATA JACKS (SMART ) ( FOR VOICE JACK RECEPTACLE FOR BEVERAGE COOLER CIRCUIT B- 5 E� El / / / i / OFFICE DOOR ELECTRICAL ELEVATION 3/4" = 1'-0" PROVIDE HORIZONTAL GFCI RECEPTACLE FOR UNDER SHELF TASK LIGHTING IN WALL (LABEL "LIGHT ONLY") CIRCUIT A- 26 PROVIDE DOUBLE GANG J-BOX FOR DATA JACKS IN WALL. PROVIDE (1) 1-1/2" CONDUIT WITH PULL STRING TO AREA ABOVE THE OFFICE CEILING. TERMINATE CONDUIT IN OFFICE WITH CONDUIT BUSHINGS. PROVIDE QUAD RECEPTACLE IN WALL(LABEL "MONITOR/BAG PRINTER") CIRCUIT A- 31 6'- 0" AFF PROVIDE J-BOX IN WALL FOR CASH DRAWER CONNECTION. PROVIDE 3/4" CONDUIT WITH PULL STRING TO UPPER DOUBLE -GANG J-BOX AS SHOWN. 4' - 9" AFF PROVIDE RECEPTACLE FOR RECEIPT PRINTER IN WALL (LABEL "RECEIPT PRINTER") T- 9" AFF CIRCUIT A- 31 PROVIDE RECEPTACLE FOR COLD TABLE IN WALL (LABEL "COLD TABLE") CIRCUIT B- 34 PROVIDE IG/GFCI QUAD 2'- 0" AFF RECEPTACLE FOR ORDERING SYSTEM IN WALL (LABEL— "KC4/LABEL PRINTER ONLY") CIRCUIT BDP- 3 V - 2" AFF PROVIDE 24" X 18" PLYWOOD BACKBOARD ABOVE OFFICE CEILING FOR TELEPHONE 66 BLOCK DOUBLE GANG J-BOX WITH 1" CONDUIT IN WALL TO ABOVE THE OFFICE CEILING DOUBLE GANG J-BOX WITH 1" CONDUIT IN WALL TO ABOVE THE OFFICE CEILING FOR T1 AND 8 - 611 AFF SECURITY JACKS PROVIDE 24" X 18" PLYWOOD 7 -10 AFF BACKBOARD ON SIDE WALL ON TOP OF FRP. PAINT BACKBOARD WHITE. COORDINATE WITH PHONE COMPANY FOR T1 ROUTER TO BE INSTALLED ON BACKBOARD. ISOLATED GROUND BATTERY -PROTECTED DUPLEX RECEPTACLE FOR T1 ROUTER (LABEL "T1 ROUTER ONLY") CIRCUIT BDP- 4 DUPLEX RECEPTACLE FOR SECURITY SYSTEM (LABEL "SECURITY SYSTEM") CIRCUIT A- 25 PROVIDE 24" X 18" PLYWOOD BACKBOARD ON WALL ABOVE DOOR ON TOP OF FRP. PAINT BACKBOARD WHITE. COORDINATE WITH ALARM SYSTEM INSTALLER FOR SECURITY SYSTEM PANEL, CELL BACK UP, AND WIRELESS RECEIVER TO BE INSTALLED ON BACKBOARD. NOTE: DIMENSIONS SHOWN ARE FROM WALL FRAMING UNLESS NOTED OTHERWISE 0" 1-BOX FOR RJ-45 DATA OUTLETS N FOR CCTV, ISP, & MOOD MUSIC CD t4 ISOLATED GROUND BATTERY -PROTECTED DUPLEX 7' -10" AFF — RECEPTACLE FOR DVR EQUIPMENT (LABEL "DVR & ISP ONLY") CIRCUIT BDP- 6 DUPLEX RECEPTACLE FOR SECURITY MONITOR (LABEL "MONITOR") CIRCUIT BDP- 6 DOUBLE GANG J-BOX FOR DATA OUTLETS. PROVIDE (2) 1" in CONDUITS FROM J-BOX TO 10 ABOVE OFFICE CEILING. N — — I@{— — — as IOO DOUBLE GANG 1-BOX FOR DATA 4' - 6" AFF-�- OUTLETS. PROVIDE (2) 1"-��- CONDUITS FROM J-BOX TO ABOVE OFFICE CEILING. ISOLATED GROUND BATTERY -PROTECTED QUAD T- 0" AFF o 0 RECEPTACLE FOR COMPUTER o 0 0000 0 EQUIPMENT (LABEL "COMPUTER __. ................................. ..........._.. ONLY") CIRCUIT BDP- 5 J-BOX FOR TELEPHONE OUTLETS V - 6" AFF - - GENERAL PURPOSE 4-PLEX RECEPTACLE (LABEL "GENERAL") CIRCUIT A- 27 0" AFF — —42 o4 — —4--4 1 o M n N O O M lV eH OFFICE DESK ELECTRICAL ELEVATION 3/4" = V-0" J-BOX FOR THE AUDIO SYSTEM. EXTEND A 1" CONDUIT TO 6" ABOVE THE DROP TILE CEILING AND TERMINATE WITH A CONDUIT BUSHING. 4-PLEX RECEPTACLE FOR STEREO (LABEL "STEREO") CIRCUIT A- 23 LOW VOLTAGE BOX RING OPEN TO WALL CAVITY (NOT A 1-BOX) FOR THE CONCEALED INSTALLATION OF A VIDEO CABLE. PROVIDE A PULL STRING BETWEEN THE TWO BOX RINGS. PROVIDE A FACEPLATE WITH 2" GROMMET CUTOUT (DATAPRO PART # 700200) ON EACH LOW VOLTAGE BOX RING. LOW VOLTAGE BOX RING OPEN TO WALL CAVITY (NOT A J-BOX) FOR THE CONCEALED INSTALLATION OF A VIDEO CABLE. PROVIDE A PULL STRING BETWEEN THE TWO BOX RINGS. PROVIDE A FACEPLATE WITH 2" GROMMET CUTOUT (DATAPRO PART # 700200) ON EACH LOW VOLTAGE BOX RING. SINGLE RECEPTACLE FOR FAX (LABEL "FAX") CIRCUIT A- 31 J-BOX FOR FAX OUTLET GENERAL PURPOSE 4-PLEX RECEPTACLE (LABEL "GENERAL") CIRCUIT A- 27 NOTE: DIMENSIONS SHOWN ARE FROM WALL FRAMING UNLESS NOTED OTHERWISE PROVIDE HORIZONTAL GFCI - RECEPTACLE FOR UNDER SHELF �.�._.............................._..._............................................................_..........._.........._.........._.._...._............... TASK LIGHTING IN WALL(LABEL "LIGHT ONLY") CIRCUIT A- 26 PROVIDE HORIZONTAL IG/GFCI _RECEPTACLE FOR MONITORS IN o WALL(LABEL "MONITORS ONLY") -00 CIRCUIT BDP- 3 I ` I I PROVIDE IG/GFCI _.._ _... l..__._ ----- - -- - - -- --_..__._ IN WALL (LABEL "POS -----.._......- -- --- .._..._.. - - -- -- ..-...--------------- - - FOR POS L (LA ------ --- - _....--_--_ _ ---------------- --------------------- - - ._------------------ - ONLY") CIRCUIT BDP- 2 o o - o — ............— ® -—=--........... — —..— - j „ a - PROVIDE RECEPTACLE FOR FOOD Y ._.... .. - . I — o o - I WARMER IN WALL (LABEL' FOOD __�_... - - _ _ CIRCUIT B- 32 ------------ WARMER ...............I ... .... .... _._ ....- ----t- — --- J . 0" AFF -4, t.0 CY,-4 3,.. ., r , r, ...J, 1, 1 S1VCL ELE(;TRICA �t V CTJIO �i = E700 3/4" =1'-0" NATIONAL E N G I N E E R IN G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@ tionalengineering.com ���� 1 i l t►1t�rf�,f 3 ;y 8'TATE 0-F, 0 k s COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. U+J* CA 14 G CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM 00 m Ln M dJ M .. J 5 J O 'L z Cr } CO N LU _ OO N .� N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET 04.28.21 CONSTRUCTION SET 0 Revisions: 3 04.23.21 DB-1- DB-4 Drawn: Checked: JEJ MPC Project No. 2001004 Contents: ELECTRICAL INTERIOR ELEVATIONS E700 I III I 111 Consultant: O N p N r3--� COLD SML ELECTRICAL ELEVATION 3/4" = V-0" DINING ROOM ELECTRICAL ELEVATION 3/8" = 1'-0" )E DUPLEX NEMA 5-20R f FOR ICE MACHINE. (LABEL ACHINE") T B- 48 )E NEMA 5-20R FLANGED WIRE TO REMOTE NSER. (LABEL "ICE NE CONDENSER") T B- 48 TINGLE RECEPTACLE FOR E EQUIPMENT. PROVIDE iROUND PLUG AT TOP OF "ACLE. T B- 33,35 )E DUPLEX RECEPTACLE TO JED 20A/1P GFCI CIRCUIT :R FOR PICK-UP WINOW MACHINE (LABEL "SODA NE") T B- 46 )E DUPLEX RECEPTACLE TO 4TED 20A/1P GFCI CIRCUIT :R FOR PICK-UP WINDOW COUNTER COOLER. (LABEL _R COUNTER COOLER") CIRCUIT B- 43 DINING ROOM ELECTRICAL ELEVATION 3/8" = V-0" 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@n tionalengineering.com Z�� ilttli�►��j StATE OF .,� ♦ � !/icy,, i t 7R.. ww w �r 0 COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM -I 00 f0 Ln Cn J M � J O L L Cr Co LU r O LU 111.0 � � t\ N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET 04.28.21 CONSTRUCTION SET 0 Revisions: 3 04.23.21 DB-1- DB-4 Drawn: Checked: JEJ MPC Project No. 2001004 Contents: ELECTRICAL INTERIOR ELEVATIONS E705 FOR QUESTIONS, CALL THE Hlghwoods Group REGION 40 PHONEi (919) 875-0420 EMAILi reg40@captivealre.com HOOD INFORMA TTON — .TOR.44RR 1 R27 PATENT NUMBERS AC-PSP (UNITED STATES) - US PATENT 7963830 B2. AC-PSP WALL (CANADA) - CA PATENT 2820509. AC-PSP ISLAND (CANADA) - CA PATENT 2520330. MAX EXHAUST PLENUM HOOD CONFIG RISER(S) END TO ROW HOOD NO TAG MODEL MANUFACTURER LENGTH COOKING TYPE APPLIANCE DUTY DESIGN CFM/FT TOTAL EXH CFM MUA CFM AC CFM HOOD CONSTRUCTION I TEMP WIDTH LENG HEIGHT DIA CFM VEL SP END 5424 600 108 14" 4; 1462 1504 -0.804' 430 SS 1 CAPTIVEAIRE 13' 0' DEG I HEAVY 225 2925 1775 798 ALONE ALONE ND-2-ACPSP-F 10 14 411462 1504 -0.804' WHERE EXPOSED HOOn TWO RAofA TTON FILTER(S) LIGHTS) UTILITY CABINET(S) FIRE HOOD HOOD TAG EFFICIENCY e 7 WIRE FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM HANGING TYPE SIZE MODEL # QUANTITY NO TYPE QTY HEIGHT LENGTH MICRONS QTY TYPE GUARD LOCATION SIZE PIPING WEIGHT 1 CAPTRATE SOLO FILTER 9 16' 16' 85% SEE FILTER SPEC 9 L55 SERIES E26 NO LEFT 12'x54x24' ANSUL R102 3.0/3.0 SC-311110MA 1 LIGHT YES 973 i FAN LBS mnnn OPTTON.S' HOOD NO TAG - - - - OPTION 1 FIELD WRAPPER 6,00' HIGH RIGHT. FIELD WRAPPER 18.00' HIGH FRONT, LEFT. RIGHT QUARTER END PANEL 23' TOP WIDTH, 0' BOTTOM WIDTH, 23' HIGH 430 SS. LEFT QUARTER END PANEL 23' TOP WIDTH, 0' BOTTOM WIDTH, 23' HIGH 430 SS. INSULATION FOR BACK OF HOOD. FULL DIMENSION HANGING BRACKET - FRONT. PTR Ir nPATF. n .gTTPPLY PT,F. ATTTM(.q ) HOOD NO TAG POS LENGTH WIDTH HEIGHT TYPE RISER(S) WIDTH LENG DIA CFM SP 1 Front 168' 22' 6' MUA 10' 16' 443 0.165' MUA 10' 16' 443 0.165' MUA 10' 16' 443 0.165' MUA 10' 16' 443 0.165' AC 8' 114 0.041' AC 8' 114 0.041' AC 8' 114 0.041' AC 8' 114 0.041' AC 8' 114 0.041' AC 8' 114 0.041' AC 8' 114 0.041' REVIEW DATE -_I_ 13, CRY OF ZEPHYRHILLS FIRE AND LIFE SAFETY EXAMINER ,�6' ALL WORK SHAD L.: ;=1_Y WITH NFFA CODES AND STANDARDS THE CAPTRATE GREASE -STOP SOLO FILTER IS A SINGLE -STAGE FILTER FEATURING A UNIQUE S-BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN, TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY. FILTER IS STAINLESS STEEL CONSTRUCTION, AND SIZED TO FIT INTO STANDARD 2-INCH DEEP HOOD CHANNEL(S). UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO COMPONENTS WHEN ASSEMBLED, GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75% OF GREASE PARTICLES FIVE MICRONS IN SIZE, AND 85% GREASE PARTICLES SEVEN MICRONS IN SIZE AND LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE. THE CAPTRATE GREASE -STOP SOLO WAS TESTED TO ASTM STANDARD ASTM F2519-05. MANUFACTURER APPROVED FOR USE IN SOLID FUEL APPLICATIONS AS A SPARK ARRESTER. EFFICIENCY VS. PARTICLE DIAMETER PRESSURE DROP VS. FLOW RATE mo111 ago L1 ;r so 00 40 0 0 oa La iao PARTICLE DIAMETER. (UM) CAPTRATE FILTERS ARE BUILT IN COMPLIANCE WITHi. NFPA #96. NSF STANDARD #2. UL STANDARD #1046. INT. MECH. CODE (IMC). ULC-S649. Axadi A c,ft - ------ 2cil r am a an La In em goo moo >tisoo FLOW RATE (CFM) JOB CHIPOTLE ZEPHYRHILLS #3687 LOCATION Ze h rhills, FL, 33541 PATL' 7/28/2021 JOB # 4681827 DF0 # 1 PR.A4FN BY JMB-40 RCY. SC.4LL' 3/8' = i'-0' rl 1' LAYER OF INSULATION FACTORY INSTALLED IN INTERNAL BACK STANDOFF. MEETS 0 INCH REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLE SURFACES. 77 1/20 O'NOM./13' 0100''ODI 14'-0100'' OVERALL LENGTH PLAN VIEW - HOOD #1 13' 0.00" LONG 5424ND-2-ACPSP-F 39 1/20 NOTEi ADDITIONAL HANGING ANGLES PROVIDED FOR HOODS 12' AND LONGER. ACPSP SHIPS LOOSE FOR FIELD INSTALLATION 54' umfwm ;Tn STEEL HEX mm Mr GRADE s 0amm" STEEL FLAT WASHER. L-Ir-13TPI GRADE s oum STEEL ALL-Tm Lfr - 13 TPI GRADE S pmm STEEL HEX NUT. 1/2' GRADE S aatUNUM0 STE FLAT VASTER. HOOD CORNER HANGING ANGLE i11wnDWARE BY INSTALLER) 1 111 MI •� ]- 11 ICW2r 3 r 1I 1 1/P' GRADE s OUNMM STEEL FLAT WASHER. Mw-13TPI GRADE s cND�aNur., STEEL. HEX NUTS. HANGING ANGLE MUST BE SUPPORTED WITH 1/2' — 13 TPI GRADE 5 (MINIMUM) ALL —THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2' — 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN 1/4' OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT—LBS. FULL LENGTH yr - a TPI HANGING ANGLE 22'v sGRAN 5 5u ND (HARDWARE BY INSTALLER) yr GRADE s OUMM STEEL — FLAT WASHER. yr-13TPI GRADE s ospum"' STEEL ALL-TFREM yr - 13 TPI GRADE s OWUMM STEEL HEX NUT. Vr GRADE s uaNIK" STEEL -% FLAT WASHER. FULL LEW HANGING 0 cVEIGHT x ANCHOR PM FOR HOOD). FLAT WASH i/P'-131 GRADEat a.....,� .. STEEL HEX NUT. ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2' — 13 TPI GRADE 5 (MINIMUM) ALL —THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2' — 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION ABOVE CEILING ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS ACCEPTABLE FOR FULL LENGTH HANGING ANGLES. MAINTAIN 1/4' OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT—LBS. 'I � IT � I 2y �h JOB CHIPOTLE ZEPHYRHILLS #3687 LOCI4TION Ze h rhills, F"L, 33541 .0,4TL' 7/28/2021 JOB # 4681827 DF0 # 2 PA4FN BYJMB-40 REV.SCALE 3/8' = V-0' 1 1/L' - 13 TK GRADE s aDyn�rN STEEL HM NM 1/Lw GRADE s 01MCK" STEEL FLAT WASHM Vr-13TPI GRADE s (NDuMu STEEL ALL-TIM L&N-13TPI GRADE s (KN Mu STEEL HM WT. SSTEEL FLAT WASHM SUPPLY PLENUM HANGING ANGLE WARE BY INSTALLER) SUPPLY PLENUM HANIS MG ANGLE (WEIW BEAM ANC" PCOff FM SUPPLY PI.EM,M). 1/Ew GRADE s OUNDIM STEEL FLAT WASHM 1/R' - 13 TPI GRADE It a�L. STEEL Wx NUT. HANGING ANGLE MUST BE SUPPORTED WITH 1/20 — 13 TPI GRADE 5 (MINIMUM) ALL —THREAD, SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/20 — 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN, MUST USE DOUBLED HEX NUT CONFIGURATION ABOVE CEILING ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS ACCEPTABLE FOR PSP HANGING ANGLES, MAINTAIN 1/40 OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT—LBS, EXHAUST RISER, HANGING ANGLE, 16' CAPTRATE SOLO 1' LAYER OF IOJJXRONIWOW- INSTALLED IN 3' INTERNAL STANDOFF. MEETS 0 INCH REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLE SURFACES. IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND C❑MBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS, GREASE DRAIN WITH REMOVABLE CUP, LEFT AND RIGHT QUARTER END PANELS, C L55 SERIES E26 CANOPY LIGHT FIXTURE - lT�l'rr►An C'EMBLY.4 INCLUDES CLEAR THERMAL ►ISTANT GLOBE (L55 FIXTURE), SECTION VIEW -MODEL 5424ND-2-ACPSP-F HOOD - #1 �. r►i ,;,�'�' ,.fig, 1, �' r r ss, g 'LY RISER I V❑LUME DAMPER, 23,5% OPEN STAINLESS STEEL PERFORATED PANEL, JOB CHIP❑TLE ZEPHYRHILLS #3687 :r LOCATION Ze h rhills, FL, 33541 k A4TE 7/28/2021 JOB # 4681827 .DKO # 3 R&4FN BYJMB-40 I REV SCMLL' 3/8` = 1'-0' SECTION 23 .38 13 13 SPECIFICATIONS TAGi Commercial Kitchen Ventilation Hoods, Listed Commercial Kitchen Hoods PART 1 - GENERAL B. Duct sizes, CFM, and static pressure requirements shall be as shown on drawings. Static pressure requirements shall be precise and accuratei air velocity and volume Information shall be accurate within 1-ft Increments along the length of the ventilator. corrected In a Manner acceptable to Installer. 3.2 INSTALLATION 1.1 SUMMARY A. The ND2 series is a Type I, wall canopy hood for use over 600'F cooking surface temperatures. The aerodynamic design Includes a mechanical baffle and performance enhancing Up for exceptional capture and containment. B. The hood shall have the size, shape, and performance specified on drawings. 1.2 SUBMITTALS A. The manufacturer assumes no liablUty for the use or results of use from this document. Specifications are to be reviewed by the engineer to confirm the pro,ject's requirements and meet Federal.. State, and Local codes and regulations. B. As the manufacturer continues product development, it reserves the right to change design and specifications without notice. C. The manufacturer shall supply complete computer generated submittal drawings, including hood section view(s) and hood plan vlew(s). These drawings must be available to the engineer, architect, and owner for their use In construction, operation, and maintenance. 1.3 QUALITY ASSURANCE A. This hood is ETL-listed to standard UL710, ULC710, and ULC-S646 when Installed in accordance with these installation Instructions and National Fire Protection Association Standard `NFPA 96, Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations." B. Built -In compliance with NSF/ANSI Standard 2. C. The hood shall be ETL Listed asi 1. `Exhaust Hood Without Exhaust Damper." 2. ETL Sanitation Listed and built In accordance with NFPA 96. 3. The ETL label shall list temperature rating(s) and minimum CFM/ft rating(s). 1.4 WARRANTY A. All units shall be provided with the following standard warranty, 1. This equipment Is warranted to be free from defects in materials and workmanship, under normal use and service, for a period of 2-years from date of shipment. B. The manufacturer shall not be liable for incidental and consequential losses and damages potentlally attributable to malfunctioning equipment. Should any part of the equipment prove to be defective In materlal or workmanship within the 2-year warranty period, upon examination by the manufacturer, such part will be repaired or replaced by manufacturer at no charge. The buyer shall pay all labor costs Incurred In connection with such repair or replacement. Equipment shall not be returned without manufacturer's prior authorization, and all returned equipment shall be shipped by the buyer, freight prepaid to a destination determined by the manufacturer. C. Refer to Manufacturers Operation, Installation, and Maintenance (OIM) Manual for detalled descriptions of what Is/is not covered and contact Information for warranty claims. PART 2 - PRODUCTS 2.1 GENERAL A. Construction shall be dependent on the structural appUcatlon to minimize distortion and other defects. All seams, ,joints, and penetrations of the hood enclosure to the lower outermost perimeter, which directs and captures grease -laden vapor and exhaust gases, shall have a liquid -tight continuous external weld in accordance with NFPA 96. 2.2 CONSTRUCTION A. Construction shall be type 430 stainless steel. B. Double wall Insulated front to eliminate condensation and Increase rigidity on wide sizes. The Insulation shall have a flexural modulus of 475 El, meet UL 181 requirements and be In accordance with NFPA 90A and 90B. C. Hood shall be equipped with a minimum of four connections for hanger rods. Hood lengths greater than 12 ' will have added hangers. D. Exhaust duct collar to be 4 " high with flange. E. The grease drain system shall be an enclosed Integral part of the hood back and have slopes with an exposed, removable 1/2 grease cup to facilitate cleaning. F. An Integral baffle to direct grease laden vapors toward the exhaust filter bank. G. Hood shall be furnished with UL classif led filters, supplied in size and quantity as required by ventilator. H. All seams shall be welded and have stainless steel on exposed surfaces, 2.3 LIGHTING A. L55 Series canopy light fixture, Includes clear thermal and shock resistant globe. 2.4 FILTERS A. Stainless Steel Captrate Solo filter with hook, ETL Listed. Particulate capture efficiencyo 85X efficient at 9 microns, 76X efficient at 5 microns. 2.5 OPTIONS A. Fire Suppression Systems UL 300 fire suppression system. B. Optional perforated supply plenum shall provide make-up air discharged below the cooking equipment. 1. Perforated diffuser plates shall be Included In the design to provide even air distribution. 2. Unexposed surfaces shall be constructed of aluminized steel. Plenum shall be Insulated to prevent condensation. 3. Dual Plenum (AC-PSP) C. Hood Mounted Utility Cabinet - Cabinet can store listed fire suppression system, listed components, pre -wired electrical controls. 2.6 ACCESSORIES A. End Panel(s) maximize hood performance and eliminate the effects of cross drafts in the kitchen. Units constructed of stainless steel and sized according to hood width and cooking equipment. Exposed edges hemmed for safety and rigidity. Selected panelso 1. Quarter End Panel B. Wrapper(s) may be Installed from the factory or fleld Installed. Wrapper(s) selectedo 1. Wrapper C. Miscellaneous option(s) selectede 1. Full Dimension Hanging Bracket-Unistrut added to allow for various hood mounting locations. 2. Insulation for Back of Hood -Backside of hood is fully Insulated. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and conditions under which the system Is Installed. Do not proceed with work until unsatisfactory conditions have been A. Install in accordance with manufacturer's Instructions, drawings, written specifications, manufacturer's installation manual, and all applicable building codes. c/OB CHIPOTLE ZEPHYRHILLS #3687 i ' r�;; TIP ' REV ,S"C14LS 1/40 = 1'-0" i , i � � — i _ i i i i -1 n. 1'"3491 U�P7. M l i 1 _ _ 11 111 _fin . , �s e� .. - - FIRE .S'Y.S'TF. Aof INFnRAofd TfnAT - JnR4QRR 1 RPM' FIRE SYSTEM NO TAG TYPE SIZE FLOW POINTS INSTALLATION SYSTEM LOCATION ON HOOD 1 ANSUL R102 3.0/3.0 13 FIRE CABINET LEFT LEFT, HOOD 1 r_e R VA r.vir-tr ) FIRE SYSTEM TAG TYPE SIZE SUPPLIED BY NO 1 MECHANICAL 1.500 CAPTIVEAIRE SYSTEMS FTRF .ITY.TTRAof PARTS' URT WRY FIRE SYSTEM NO TAG KEY NUMBER - PART DESCRIPTION QTY BY FACTORY QTY BY DIST 0 - 0 - 43-15733 AIR CYLINDER ASSEMBLY - AIR CYLINDER AND TUBING FOR MECHANICAL GAS VALVES (ANSUL PART #15733). 1 0 0 - 0 - 439861 LARGE BLOWOFF CAP, METAL, TO FIT NEW LASER -ETCHED ANSUL NOZZLES, A0024201. 9 0 0 - 0 - DISC UNION BURSTING DISC UNION ASSEMBLY FOR MANIFOLD SYSTEM. 1 0 0 - 0 - TANK STRAP TANK STRAP - USED FOR ANSUL TANKS. 2 0 0 - 0 - UCTANKBRACKET TANK BRACKET FOR FIRE SYSTEM TANK INSTALLATION IN UTILITY CABINETS. 2 0 1 - i - AT - 3.0 TANK(#1B) - 3.0 GALLON SS TANK (FOR USE WITH AUTOMAN RELEASE, ACTUATOR, OR SS ENCLOSURE (UL/ULC)) MACOLA # 01-429862. 2 0 3 - 3 - ANS-OEM REGULATED RELEASE - ANSUL REGULATED MECHANICAL RELEASE/BRACKET ASSEMBLY, OEM, R-102, CARTRIDGE DETECTION INCLUDED, ANSUL PART # 79493. 1 0 5 - 5 - LIQ-3.0 AGENT - ANSULEX LOW PH WET CHEMICAL AGENT, 3 GALLON (UL) 79372. 0 2 9 - 9 - DT-CART DOUBLE TANK NITROGEN CARTRIDGE. 0 1 10 - 10 - TLINK LINK - TEST LINK Q TEST LINK) ANSUL PART # 24916, MACOLA # 20-24916. 0 1 11 - 11 - MICRO-SDA MICROSWITCH KIT- INCLUDES 2 SWITCHES AND MOUNTING HARDWARE. SINGLE DUAL ELECTRIC SWITCH, ONE STANDARD SWITCH, ONE ALARM DUTY SWITCH ANSUL PART # 437155, 1 0 MACOLA # 08-437155. 12 - 12 - HOSE HOSE - RUBBER HOSE. 1 0 14 - 14 - 419336 NOZZLE - iW NOZZLE, DUCT/APPLIANCE (REPLACES ANSUL PART# 419347, CAS PART# 419336) A00012669 2 0 1 16 - 16 - 419335 NOZZLE - IN NOZZLE, PLENUM/APPLIANCE (REPLACES ANSUL PART# 419346, CAS PART# 419335) A0001265. 4 0 19 - 19 - 419338 NOZZLE - 3N NOZZLE, APPLIANCE (REPLACES ANSUL PART# 419349, CAS PART# 419338) A0001268. 1 0 20 - 20 - 419340 NOZZLE - 245 NOZZLE, APPLIANCE (REPLACES ANSUL PART# 419351, PART# 419340) A0001270. 2 0 25 - 25 - 418569 NOZZLE ADAPTOR - SWIVEL NOZZLE ADAPTOR (REPLACES CAS PART # 418569) A0001274. 3 0 26 - 26 - GSA-3/8 QUIK SEAL - 3/8' (UL). 9 0 27 - 27 - QPSA-1/2 PULLEY SEAL - 1/20 HOOD SEAL (UL) ANSUL PART # 423253, MACOLA # 32-79768. 1 0 28 - 28 - S-DET DETECTOR - SERIES (SCISSOR LINKAGE) ANSUL PART # 435547/435548 (OLD # 417369/434480)j MACOLA # 05-417369. 4 0 29 - 29 - ANS-360FL FUSIBLE LINK - 360DEG F, R-102 AND PIRANHA, ANSUL PART # 439088. 1 0 30 - 30 - ANS-500FL FUSIBLE LINK - 500DEG F, R-102 AND PIRANHA, ANSUL PART # 439232. 3 0 34 - 34 - RPS-A REMOTE PULL STATION - RED COMPOSITE (WITHOUT WIRE ROPE) 434618 (OLD MACOLA #06-4835). 1 0 35 - 35 - PE -LT PULLEY ELBOW - LOW TEMP, PULLEY ELBOW, SET SCREW TYPE ANSUL PART # 415670, MACOLA # 11-415671. 2 0 E36 - 36 - PE -HT PULLEY ELBOW - HIGH TEMP PULLEY ELBOW, COMPRESSION TYPE, ANSUL PART # 423251, MACOLA # 10-45771. i 0 .I. .. 11111 1111, I„ IN , _ _ L I _ 13A0' F- 7 F-7 374W S .rr DETECTOR REMOTE MANUAL PULL STATION REMOVABLE STAINLESS STEEL SERVICE DOOR AGENT TANK OEM RELEASE/ - BRACKET ASSEMBLY 0 ll: 2L� 29.23' 9Av 243 243 sNs OPTIONAL PRE —WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS, 3—PHASE CONTACTORS AND OVERLOADS FAN AND LIGHT (IF APPLICABLE) CONTROL PANEL JOB #1 4681827. JOB NAMEi CHIPOTLE ZEPHYRHILLS #3687. SYSTEM SIZEo ANSUL-3.0/3.0-MANIFOLD TOTAL FP REQUIREDi 13. HOOD # 1 13" 0.00' LONG x 54' WIDE x 24' HIGH. RISER # 1 SIZEt 10' x 14'. RISER # 2 SIZEi 10' x 141. u GAS VALVE FOR FSP- NOTES INCLUDES FIELD INSTALLATION AND HOOKUP DURING NORMAL. BUSINESS HOURS - FIELD PIPE DROPS AS SHOWN BY CERTIFIED INSTALLERS ONLY IN THE LOCATION NOTED ABOVE, TWO SITE SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS SITS [PLY COME VISIT TO SET �- STATION & SYSTEM HOOKUP AND ONE - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, CHARGESVISIT ), UK U E IICALL GAS VALVE PEVISITS R SYSTEM RESULTILL �A MAXIMUM OF SALAMANDERS, ETC. 20, PERMIT, AND SYSTEM TEST. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. EXCL UDM UNION LABOR S PREVAILING WAGE (LABOR S WAGES WILL BE - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. ADDED IT APPLICABLE), GAS VALVE INSTALLATION, ELECTRICAL HOOKIUP AND - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. CONNECTIONS, HANGING OF FINE COS' SHUNT TRIP' HANDHELD - FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD.' ON -SITE RE -PIPING DUE TO EQUIPMENT LAYOUT CHIANGE& - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS Job #o 4681827 Job Namei CHIPOTLE ZEPHYRHILLS #3687 System Sizei ANSUL-3.0/3.0-MANIFOLD Total FP requiredi 13 Hood # 1 13' 0.00' Lon x 54' Wide x 24' High Riser # i Slzei 10' x ij' Riser # 2 Sizei 10' x 14' Hood # i Metal Blow -Off Caps Included. LEGEND - PLRE CABnMT "SUL SYSIWJ( IA 1.5 GALLON TANK 1B 3 GALLON TANK 2 OEM AUTOMAN RELEASE 3 OEM REGULATED RELEASE 4 OEM REGULATED ACTUATOR 5 ANSULEX LIQUID AGENT (3 GAL.) 6 ANSULEX LIQUID AGENT (1.5 GAL.) 7 CARTRIDGE (101-20) 8 CARTRIDGE (101-10) 9 CARTRIDGE (101-30) 9A CARTRIDGE (LT-A-101-30) 9B DOUBLE TANK CARTRIDGE 10 TEST LINK it DOUBLE MICROSWITCH 12 HOSE ASSEMBLY 1100 DUCT NOZZLE (430913) 2W DUCT NOZZLE (419337) iW NOZZLE ASSEMBLY (419336) 1F NOZZLE ASSEMBLY (419333) 1N NOZZLE ASSEMBLY (419335) 1/2N NOZZLE ASSEMBLY (419334) 3N NOZZLE ASSEMBLY (419338) 245 NOZZLE ASSEMBLY (419340) 230 NOZZLE ASSEMBLY (419339) 2120 NOZZLE ASSEMBLY (419343) 290 NOZZLE ASSEMBLY (419342) 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 29 LOW TEMP FUSIBLE LINK 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS. - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE COVERING A RANGE, FRYER, OR WOK TO REFLECT GENERAL PIPING REQUIREMENTS. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. SPECIFICATIONS THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE—ENGINEERED TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETIl1W IT SHALL BE LISTED WITH UNDERWRITERS LABORATORIES, INC. (UL) THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE MNANUAL ACTUATIOK ACCESSORIES SHALT. BE AVAILABLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT—OFF APPLICATMNS. THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSUM ACETATE —BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECURENENT OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. THE REGULATED RELEASE PECHANNISH SHALL BE COMPATIBLE WITH A FUSIBLE LINK DETECTION SYSTEML THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING SYSTEML THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ LINKAGE ASSEMBLY. GAS VALVES AND STRAINERS GAS VALVE SUM GAS VALVE DIwENSMS MNSTALlATKNNN PART NUMBERS TV" 8 Z VOLTAGE YN. NLET P�lE MAX NLET PREP 1 FLAW AT 1 N.W.Q AS DROP NATURAL G FLOW AT 1 KW.Q DROP PROPANE DM 'A' DIY air DM *00 DM V DM or OM b" YOUNING ORIMAIION GAS VANE PART NJI�NBER SIRAER PART NJYBERR GAS VK TOT I FNANN',AL k;if 1-1 N/A 0 PS (0 DLVLQ) 10 P81 (277 N.W.C.) Z,MOW BWAR 1.70S.SSN1 SWA*t 6-3/S" 4-7/ir a-3/4" 6-3AIr 12-54,Ar 11-3ff HORIZONTAL 27-55W 4417NU MGVA1-1/Z PROPER CLEARANCE Mw BE PRO m N ORDER IN) SERVICE THE $WAERS A Mi OF 4' CLEARANCE DISTANCE MUST BE PROVIM AT THE BASE OF THE SIRANOt CLWO ER MUST VEItFY BTU CONSUMPTION AS VEIL AS PRESSURE RAING 8PECF GRAVITY OF NAWRAL GAS - OJK SPEOFIC GRAWrY OF LP - 1.82. DIM. wGw 70 CALCULATE GAS FLOW FOR OILER THAN 1 KW.C: PEE DROP saw 81 Aft - (mAft AT 1 N.w.C. PMJRE DROP) X NEW PEE &w" 10 A ft — "FLAA W FT 0 NEW ." X (0." / NEW WMFIC GRAVITY)". M or 4" GAS VALVE. -----FLOW. —DIM �c = . DIM OD' KYRATINT FAAr rArFnRmATrnAr - InRIARAIRP-7 FAN UNIT TAG I OTY FAN UNIT MODEL # IMANUFACTURER CFM ESP I RPM MOTOR HP BHP PHASE VOLT FLA DISCHARGE WEIGHT SONES NO ENCL VELOCITY (LBS) 1 EF-1 I NCA24HPFA CAPTIVEAIRE 2925 1 1.200 827 GDP 2.000 1.0030 3 208 5.9 665 FPM 246 12.7 2 EF-2 I DR12HFA CAPTIVEAIRE 150 1 0.600 1282 TEAO-ECMI 0.250 0.0930. 1 115 2.9 1 51 7.1 MUA FAN INFORMATION - JOB.#4681827 FAN UNIT TAG QTY FAN UNIT MODEL # BLOWER HOUSING MIN CFM DESIGN CFM ESP RPM MOTOR ENCL HP BHP PHA]SE VOLT FLA MCA MOCP WEIGHT (LBS) SONES NO 3 MUA-1 I Al-D.250-GIO GIO AI-D.250 1000 1775 0.450 981 GDP 2.000 0.6230 3 208 5.9 8.6A 15A 461 15.8 r.A.q FrRR7) MAWR.—TIP ATR TIArTT(.q) FAN UNIT TAG I INPUT OUTPUT I TEMP RISE 1 1 REQUIRED INPUT GAS I GAS TYPE BURNER IEFFICIENCY(%) NO BTUs BTUs PRESSURE 3 1 MUA-1 65771 1 60509 1 32*F 7 IN. W.C. - 14 IN. W.C. NATURAL 92 FAN OPTfn)V.17 FAN UNIT NO TAG . OTY DESCRIPTION I EF-1 I GREASE BOX. 1 REMOVE HINGE KIT LABEL FROM THE FAN BASE. I MIAMI DADE CERTIFICATION - NOA-1 ALUMINUM UPBLAST. 1 2 YEAR PARTS WARRANTY. 2 EF-2 I I 12-BDD DAMPER, I ECM WIRING PACKAGE - MANUAL OR 0-10VDC REFERENCE SPEED CONTROL (TELCO MOTOR)j. CCW ROTATION. I MIAMI DADE CERTIFICATION - NGA-1 ALUMINUM DOWNBLAST 10. 1 2 YEAR PARTS WARRANTY. 3 MUA-1 I MOTORIZED BACKDRAFT DAMPER FOR Al-D HOUSING. MEETS AMCA CLASS 1A RATING. 1 L13W FIRE START. I INLET PRESSURE GAUGE, 0-354'. I MANIFOLD PRESSURE GAUGE, -5 TO 150 WC. I MIAMI DADE CERTIFICATION - NGA-2 SUPPLY. 1 1 12 YEAR PARTS WARRANTY* FAAr Arr_P..q.qf)P1'F..q FAN UNIT NO TAG EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT SIDE DISCHARGE GRAVITY DAMPER MOTORIZED I DAMPER WALL IMOUNT 1 EF-1 YES 2 EF-2 YES 3 MUA-1 YES rTTDP I 1 111 0 1 k 9 _�,Jl � -11 S17 311+�. lt I lf 111111 011 3f',A '11; 1 1"11 J31:10II - 4 is ­4', a 3,1 3 1hi a I I , 11119.21ill .1 3, 0-jjA!I 3 0 33 1 3 31- - 3. 1131 30 131:11 pl: All I r ,30 ', 0 1 It If" 3 Ij_ 13� 3: = NATEM VMI&LWw86L9M � Fmw AM W TM C a 16 6% 0M LwNmwv1=w. DWALIATM FASTENM TYM WOOD (SG = 0.42 CONCRETE (2500 PSI FAN TO CURB MIN.) STEEL (12 GAUGE MIN.) MIN. CRACKED CONCRETE) 5/16"-18 X 2" SELF 3/8" DIA. SS HILTI FASTENER DRILLING SCREW (ELCO 3/8" DIA. ZINC 1/4"-14 DRIL-FLEX SELF KWIK BOLT TZ DRIL-FLEX OR BETTER) PLATED LAG BOLT DRILLING SCREW EXPANSION ANCHOR MINIMUM THREAD PENETRATION N/A 2-1/2" 12 GAUGE 2" MINIMUM EDGE DISTANCE N/A 1-1/2" 3/8" 3" MINIMUM END DISTANCE NIA 2-5/8" 3/8" Y MINIMUM SPACING N/A 1-1/2" 3/4" 5-1/2" DwAl"71101111 IIIAST� OTY ctm TO rAm ct= TO FM wm Gum WO113 (WALL) gym Gum rm r IEM am CIVALL) (VAU.) cum (VALL) rAN HEM Pat I= TOTA Put sm TOTA rim TOTA M TurA I Put TurA rim TurA MR TOTAL rim TurA =A L L SM L SM L X= L SM L sm SM L ft 7 1 0 7 1 0 1 6 1 84 6 1 !:kl a NO ON FAN TAG WEIGHT ITEM I SIZE I 1 # I EF-1 90 LBS CURB 31.500'vW X 31.500,fL X 26.000"H VENTED 16 GAUGE, 2 # 2 EF-2 51 LBS CURB 17.500'FW X 17.500'PL X 26.0004'H 16 GAUGE. # 3 108 LBS I CURB 121.000"W X 71.000'vL X 20.000*H INSULATED 16 GAUGE. on ON -DARE IIOA1 UM DOVN-BLAST FANS M M-DADS 02 Sl %Y FANS MIAMI—DADE COUNTY F , mm om L TNS M MM. Q M TIE sINIC1IMK CMIPMM V 0 NO OI M M' X EXIEROt IaRIM MLY, f m off mm MIY Mt amm "ff. L TIE3E r a IMVE wr NEA m TES'IE) FMt VM Mt1VEIl = TEST PER FL0lull MM Cam, Tm W-C L Im N orn I ,MEE a Full "mm TIMMM, TASK, TASK 1 TEM 0 IN= IN1.t� IWI VELMx1Y t#MO ME an y , i7 � 3 .r � a r ► r 'tl1'3 3 r�l �� 3 131 M "i: PI N �" •�r 11 r �i .vl, m gllD A GNlM MMIEM M'miLESS=MsLS1m M:4W1 Fm=+L�1/-3'MRPg'. AM o or M jr Lm NSSLE wo IWO. DWALLATM FASTENER TYPES WOOD (SG = 0.42 CONCRETE (2500 PSI FAN TO CURB MIN) STEEL (12 GAUGE MIN.) MIN. CRACKED 5/16"-18 X 2" SELF 3/8" DIA. SS HILTI RI FASTENER DRILLING SCREW (ELCO 3/8" DIA. ZINC 1/4DDRIL-FLEX SELF KWIK BOLT TZ DRIL-FLEX OR BETTER) PLATED LAG BOLT DRILLING SCREW EXPANSION ANCHOR MINIMUM THREAD N/A 2-1/2" 12 GAUGE 2" PENETRATION MINIMUM EDGE N/A 1-1/2" 3/8" 3" DISTANCE MINIMUM END N/A 2-5/8" 3/8" 3" DISTANCE MINIMUM SPACING N/A 1-112" 3/4" 5-1/2" IIM<TALLATM iA 111 WY =)fm C 1 LL) . u> V= NIYAL) A1oL w> gym � NM FAO mmm = TmA L m . 7OrA L RR SOE /OM L RR !!>� TOM pa L snE =A L Silk 1 1QfA L 11R rm TUrAL mTWA ssE L >M!! ! n > a ! 2 ! 2 1 A 1 s 1 3 ID W =Tmm C'tltM FLMEE: som NNM L Ills APPM W 3 FM TIE STIIVCTi K I M M I V M IPACf RATM M TIE E I MFRMt � MLY, IT mEt u INMa MY IIIm IESIMINS 0 UcTmL MT. 8 TIM FMa WK Or = M TMU FM YN Mt M MAIL IM PER RL REM Cam, TAMI'EM W_A 3 WO M MICCMlNMCE M FLMtDA MM MIE TESY PION. TAWL TAM TAM 4 TESID FM WAS NCJ W VEURM t# mES S TEM 1MER I NF*X CWIIY mnmTm I ATHBMDL Z n m TO RIr FRAlaw kwmw S BY FAM DRILLING 1/4' DIA PILOT WLES IN 00 AT LOCATMN SHOW IN BOTTUN LEFT MAGRAK SEE TABLE BELOV FOR FASTENER TYPE AND QTY. K= PIRSS li *9Ml / -13AM FIR LIM IISSLE wo REOSTMR. ArSTALLATMN FASTENER TYPES WOOD (SG = 0.42 CONCRETE (2500 PSI FAN TO CURB MIN.) STEEL (12 GAUGE MIN.) MIN. CRACKED CONCRETE) 1/4"-14 X 1" SELF 3/8" DIA. SS HILTI FASTENER DRILLING SCREW (A307 3/8" DIA. ZINC 1/4DDRIL-FLEX SELF KWIK BOLT TZ OR BETTER) PLATED LAG BOLT RI DRILLING SCREW EXPANSION ANCHOR MINIMUM THREAD N/A 2" 12 GAUGE 2-5/16" PENETRATION MINIMUM EDGE N/A 1-1/2" 3/8" 3" DISTANCE MINIMUM END N/A 2-5/8" 3/8" 4" DISTANCE MINIMUM SPACING N/A 1-1/2" 3/4" 7" MTALLAT= IrAwfom of am TO rm vm 27m CONcTE FMIIODEL L= mm WA ON slat, wt% I = PER MBTA LDNi SfN>ET TrQTN SIDE sm L S1>� SIDE L !>� SIDE L SIDE SIDe DIRECT 114 1 122 1 116 1 5 2 8 3 6 2 7 2 18 WALE -CURB NC7�TIOR GUIDE 111 IV. 37 1/2 2- 41 7/8 33 DUC TWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS). 41 7/8 33 - ROOF MOUNTED FANS. - RESTAURANT MODEL. - UL705 AND UL762 AND ULC-S645. - AMCA SOUND AND AIR CERTIFIED. - WIRING FROM MOTOR TO DISCONNECT SWITCH. - NEMA 3R SAFETY DISCONNECT SWITCH. - HIGH HEAT OPERATION 300•F <149.0. - GREASE CLASSIFICATION TESTING. NORMAL TEMPERATURE TEST t8 EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300•F C149.0 UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600•F <316*0 FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. GREASE BOX, REMOVE HINGE KIT LABEL FROM THE FAN BASE, MIAMI DADE CERTIFICATION - NOA-1 ALUMINUM UPBLAST, 2 YEAR PARTS WARRANTY. W. VENTED CURB. 6 GAUGE TEEL ;ONSTRUCTION. ®r ` / ROOF OPENING 31 DIMENSIONS. 31 PITCHED CURBS ARE AVAILO FOR PITCHED ROOFS$ SPECIFY PITCHi 12' EXAMPLEo 7/12 PITCH = 30' SLOPE. 0' JOB CHIPOTLE ZEPHYRHILLS #3687 LOCATION Ze h rhills, FL, 33541 PATT 7/28/2021 JOB # 4681827 .9FO # 9 MUFAr BYJMB-40 REV SCMLS 3/8' = i'-0' m FEATURESo - DM= DRIVE COG I R C IMN Go SEL.TS/PtD.t. M - UUM - S1I m DDaoMm. - STANWO Dm scimm - SFEEn cownwL. OPTIONS I 12-BDD DAMPER. ECM WIRING PACKAGE - MANUAL OR 0-10VDC REFERENCE SPEED CONTROL (TELCO MOTOR).. CCW ROTATION. MIAMI DADE CERTIFICATION - NOA-1 ALUMINUM DOWNBLAST 10. 2 YEAR PARTS WARRANTY. 7 CU IL 16 GAUGE STEEL CONSTRUCTM C ROOF OPEN NG 13 `� 13 DIMENSIONS. PITCHED CURBS ARE AVAILABLE 0� FOR PITCHED ROOFS. o• SPECIFY PITCH! EXAMPLEo 7A 2 PITCH • 30' SLOPE. BACKDRAFT DAMPER INSTALLATION AIR FLOW n j— B CaWFT DAMPER. c/OB CHIPBTLE ZEPHYRHILLS #3687 FAN #3 Al-D.250-G10 - HEATER (MUA-1) 1. DIRECT GAS FIRED HEATED MAKE UP AIR UNIT WITH 10' BLOWER. 2. INTAKE HOOD WITH EZ FILTERS. 3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT. 4. MOTORIZED BACK DRAFT DAMPER 16' X 18' FOR SIZE 1 STANDARD & MODULAR HEATER UNITS W/EXTENDED SHAFT, STANDARD GALVANIZED CONSTRUCTION, 3/4' REAR FLANGE, LOW LEAKAGE, TFB120S ACTUATOR INCLUDED. 5. LOW FIRE START. ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATION CONTROL IS IN A LOW FIRE POSITION. 6. GAS PRESSURE GAUGE, 0-35', 2.5' DIAMETER, 1/4' THREAD SIZE. 7. GAS PRESSURE GAUGE, -5 TO +15 INCHES WC., 2.5' DIAMETER, 1/4' THREAD SIZE. 8. MIAMI DADE IMPACT AND WIND LOAD CERTIFICATION +30 / -130 PSF - MIAMI DADE COUNTY PRODUCT CONTROL APPROVED. FLORIDA BUILDING CODE APPROVAL. ROOF MOUNT EXHAUST CURBS UP TO 20' HIGH MUST BE 16 GAUGE ALUMINIZED. 9. 2 YEAR PARTS WARRANTY. sNOTEi SUPPLY DUCT MUST BE INSTALLED TO MEET SMACNA STANDARDS. A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT DISCHARGE AS OUTLINED IN AMCA PUBLICATION 201. WHEN USING RECTANGULAR DUCTWORK, ELBOWS MUST BE RADIUS THROAT, RADIUS BACK WITH TURNING VANES. FLEXIBLE DUCTWORK AND SQUARE THROAT/SQUARE BACK ELBOWS SHOULD NOT BE USED. ANY TRANSITION AND/OR TURNS IN THE DUCTWORK WILL CAUSE SYSTEM EFFECT. SYSTEM EFFECT WILL DRASTICALLY INCREASE STATIC PRESSURE AND REDUCE AIRFLOW. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTWORK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. SUGGESTED STRAIGHT DUCT SIZE IS 14' x 14'. net LIFTING LUG. CURB OUTER DISCHARGE OPI 13 3 7/8' 29 3/4' 3 16 WNPMUM DUCT 20' EQUIPMENT CURB 210 ROOF OPENING 2' SMALLER THAN CURB DIMENSION. 118 5/8' 32 1/8' I —{— 42 1/8' t;39 9/16' 3/44' WT. 7 13/16'0 71' 14' AIRFLOW. ♦- SUPPLY SIDE HEATER INFORMATION, WINTER TEMPERATURE = 43•F. TEMP. RISE = 32'F. BTUs CALCULATED OFF ACTUAL AIR DENSITY. OUTPUT BTUs AT ALTITUDE OF 0.0 FT. = 60682. INPUT BTUs AT ALTITUDE OF 0.0 FT. = 65958. OUTPUT BTUs AT ALTITUDE OF 79 FT. = 60509. INPUT BTUs AT ALTITUDE OF 79 FT. = 65770. liffmawo�:WILM"mmu P ATO S = to o P o AM va 3 we Mo or coo �o Adis ow" x sicLu = m x ! own M La AS COlLY wn" Cs�o A N LAT>Irs ! ifA1l1lll� = CAA W IVI�A7Ql� Aid >nY Whlmwwx fa0 m m MLNM® silo. -P i ILMQ or" x iouOsl A Im s PLAN As Im ! im sAwR swj. �iiQ v !llwOnLy IONto spa 1�it: �ARlB MU SKL x I i MTO sim. T -7 7 T- 4 .L T- 4 .L i 54321 413121110 9 f 1 _2L16ti 5 "141 1' l_t 1 L�I_! 4 21i 141. 12 11 10 APR "j& . ! ■ ! IT I fit' t M �10T, MT-01 SUPPLY _MOTOR E3 MT-05 INTAKE-DAMPER-MTR C4 OL-XX MTR-OVERLOAD D3 SN-XX TEMP SENSOR I4/I5/I6/I7 ST-XX MTR STARTER D3 SW-01 DISCONNECT -SWITCH A3 TR-01 CTRL_TRANSFMR B3 TR-02 IGNITION_TRANSFMR B9 TR-05 BOARD POWER TRFMR E5 VA-01 PILOT_ GAS_ VALVE F7 VA-02 MAIN _GAS _VALVE F7 VA-03 MOD -GAS -VALVE G5 F w BK- BLACK YW- YELLOW BL- BLUE GY- GREY BR- BROWN PR- PURPLE RD- ET..D WH- WHITE CR-- G�-'EEf;1 DR/BL- OR/BL STRIPE BL/RD- BL/RD STRIPE RD/GN- RD/GN STRIPE WH/BL- WH/BL STRIPE NAME HIPOT ZEPHYR.,, PC NG TITLE DESCRIPTION OF OPERATION ❑ L- L 11'ti : JOB NO 4681827 DRAWN BY TYPE DATE UwG I`ffW4681827-3 Installation Wiring JOB 4681827 - CHIPS,,, DRAWING NUMBER RP4681827-3 SHIP DATE 8/9/2021 1 MODEL Ai-D.250-G10 120 V 1 PH. Installed ❑ptions 240 V 1 PH. 208/460/600 V 3 PH. Disconnect Disconnect Disconnect Switch Switch Switch Gal -flex Gal-flex Gal-flex conduit conduit conduit r 0 (In unit) � (in unit) � (in unit) Factory Factory Factory wiring wiring wiring Field Wired Switch BK WH GR Customer Customer Customer uppUed )BK (RID GR suppUed BK BK B RD WH GR supplied wiring � wiring wiring STANDING POWER RD & WH Wire (115V, 1 PHASE) OPTIDNAL FOLLOW FAN SCHEMATICS Power Connection See above details. 0 0 FIELD WIRED CONTACTSWHEN USED WITH PREWIRE sFciZ _GyL WIRE TO SFCl/SFOl � TO D:3 R D7 � �j DAMPER INTERLOCK D30-yV- - - — WIRE TO iL1A & ILiB n70-pD — — — NOTES WIRE COLOR BK -BLACK YW -YELLOW BL -BLUE R -- "'jREEN BR -BROWN GY -GRAY PR -PURPLE RD -RED WH -WHITE ELECTRICAL PACKAGE - JOB94681827 SWITCHES FANS CONTROLLED NO TAG PACKAGE # LOCATION OPTION LOCATION QUANTITY FAN TAG TYPE HP 12.000 VOLT FLA 1 SC-311110MA UTILITY CABINET LEFT 1 LIGHT SMART CONTROLS THERMOSTATIC CONTROL EF-1 EXHAUST 3 208 5.9 HOOD # 1 MUA-i SUPPLY 3 2.000 208 1 5.9 1 FAN W/ RELAY ON/OFF WITH SUPPLY I I - I' - - I "!l. - '1.�`'11 .. IN 1 I 1 1 1 1 1 1 1 11, 1 1 JOB O 4681827 MODEL NUMBER SC-311110MA DRA1M! BY JOB NAME CHIPOTLE ZEPHYRHILLS #3687 0AIE 7/28/2021 SCHEMA11C TYK INSTALL DWG NO ECP #1-1 DESCRIPTION OF OPERATIONi 3 Phase w/ control for i Exhaust Fan, i Supply Fan, Exhaust on in Fire, Ughts out In Fire, Relay On/Off with Supply Fan, Fan(s) On/Off Thermostatically Controlled. Room temperature sensor shipped loose for field Installation. INVERTER DUTY 3 PHASE MOTOR REQUIRED FOR USE WITH VFD. 2 REMOVE JUMPER BREAKER PANEL TO PRIMARY CONTROL PANEL MAKE UP AIR ON PCB MUA ZONE 1 DAMPER I L1 A - Res onsibilit i Electrician --- _ - - - - - - - -- - - - - 3 P Y PROVING �L1B C �`_D% __1 BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED INTERLOCK LOW VOLTAGE CONNECTION FOR TERMINAL NAMES DAMPER INTERLOCK, WIRE DO NOT APPLY BREAKER PANEL PRIMARY CONTROL PANEL MULTIPLE SUPPLY ON THE SAME IF MUA BY OTHERS - - -- ZONE IN SERIES, SHOULD 4 - - Hot = HAVE CONTINUITY WHEN DAMPER �- - -- - - - -- -- - --__H1 -1 IS PROVEN OPEN, BREAKER 1PH _ _ Neutral 120 V ' N1 NOT REQUIRED FOR ALL UNITS, -Ground SEE MAKE-UP AIR SCHEMATIC, 5 15 A CONTROL POWER, DO NET ND_I WIRE G - TO GFCI OR SHUNT TRIP --- - -- BREAKER, 6 1ST HOOD LIGHT BREAKER SHARED W/ CONTROL POWER, SWITCH #1 _ CONTROL PANEL TO ACCESSORY ITEMS LINE 7 ;BREAKER 3PH LINE L2- Responsibilityi Electrician 208 V '- __LINE MCA, 7,4 A� L 3 CONTROL PANEL COMPONENT - - Ground_- -- MOCP= 15 A - GN_D1 8 1 E F -1 MICR❑SWITCH CONTROL PANEL 41NO pFF � BREAKER 1PH - -- -- - -- - - - - Hot - - L1 T❑ � C1 _ �r � c� 'NC-- -- - - -- 1' C, - 9 Neutral PNi 100-C23D400 FIRE SYSTEM _ _ _ 115 V - - - - - - L 2 AMperagei 23 AMP � A R 1 MICROSWITCH - WIRE C1 TO COMMON (1), -Ground VOLT, 115 V WIRE AR1 TO NORMALLY CLOSED (2), 25 AMP - -- - - - - -- - - -' GN_D-.I 10 AC-1 C1 TO AR1 SHOULD HAVE MS-1 41NO CAP CONTINUITY WHEN ARMED, OFF WIRE directly to Equipment Contactor _ _ - - _ - - - 1 C__Y ��sNC C1� - IF MORE THAN ONE F- -- J 11 FIRE SYSTEM, WIRE MS-2 41N❑ CFF IN SERIES AS SHOWN 12 BREAKER PANEL TO FANS AR_1 - - - Responsibilityi Electrician 13 BREAKER PANEL FANS - CONTROL PANEL (j]4 ALL SWITCHES FACTORY WIRED TO CAT-5 CONNECTION SWITCHES --- BREAKER 3PH LINE POWER TO 14 208V LINE - -_ FAN MCAT 8,5A Ground - HOOD LIGHTS 1 ! WW1 -- ----- -- --- - - ---- - ---- -- --- MOCP, 15A CONTROL PANEL B1 0--- 15 MUA_1 -WHITE--- TO -- -- 1 HOOD LIGHTS GNn( GREEN 1400 W MAX WIRE TO J-BOX ON TOP OF HOOD 16 CONTROL PANELA -- -- CONTROL PANEL TO FANS TO � 17 Responsibility WIRE TO CONTROL BARD, INSTALL Electrician KITCHEN TEMP SENSOR IN ROOM AWAY FROM HEAT ROOM TEMP PRIMARY PANEL FANS SENSOR SOURCES, DO NOT INSTALL SENSOR - - -, ON THE CEILING GRID, SEE MANUAL, 18 FAN= 01 - T 1 LOAD_ LEG 1 <Y�o FLAGS 9 CONTROL PANEL Load Wiring � - - -- - - -- - - -- TEA --- -{� }-- T❑ T2B S T -1 � T � � - - _LOAD LEG_ 2--- -- - - - - -; _ - --�> �<� HP, 2.000 vOLTi 208 V - FACTORY WIRED TEMPERATURE HOOD 1 1 WIRE DIRECT _LOAD LEG- 3 -- - -- -- - — - � - -- �Y �o DUCT SENSOR SENSOR, MOUNTED IN EXHAUST DUCT RISER 1 � T3 -;��- GROUND __-- T❑ STARTER G.ND _- -- - -- - WIRE TO - - 20 DISCONNECT CONTROL PANEL T3A_C - -- - - -- - --- -- - { } TO FFUU---t --� FACTORY WIRED TEMPERATURE HOOD 1 24VADUCT SENSOR SENSOR, MOUNTED IN EXHAUST DUCT RISER 2 - _C - 21 FAN START FS-F01( - -- -- - - L) 4V SIGNAL 24vac - -.' U-ICI TO MUA BARD WIRE TO UNIT CONTROL PANEL T1 - -- - -- - -Hot 22 MUA-1 INTERLOCK CIRCUIT T2 __ ___ NeutraEXTERNAL - - - - -_ l- ON/OFF WITH LGND 0-- -- -- - - — — —Ground FIRE SPARE CONTACT ON/OFF WITH 23 FIRE AC 1 WIRE DIRECT TO CONTACTOR 24 CONTROL PANEL ST�__ - a(- SIGNAL FOR EXTERNAL SHUNT TRIP CONTROL PANELS SIGNAL FOR EXTERNAL CONTACTOR C❑IL CONTROL PANEL C2- SPARE FIRE _AR20-- SYSTEM DRY CONTACT CONTROL PANELSFC1C_ DRY CONTACT SF0I �< ❑N/❑FF WITH3FC2�� SUPPLY FAN 3F92 CT GROUP 1 CONTROL PANEL H1 T❑ f_IOT EXTERNAL SWITCH THE FOLLOWING CONNECTIONS MAY OR MAY NOT BE REQUIRED BASED ON JOBSITE SPECIFICATIONS HOT TO SHUNT COIL SHUNT_ C❑IL NEUTRAL FROM SHUNT C❑IL ST TERMINAL IS ENERGIZED IN FIRE CONDITION, HOT TO CONTACTOR C❑IL CONTACTOR -COIL NEUTRAL_TO_CONTACTOR-COIL - KS TERMINAL IS DE -ENERGIZED IN FIRE CONDITION. -- -- - -- -- - - - COMMON NORMALLY OPEN SPARE CONTACTS WILL MAKE C2 TO AR2 WHEN SYSTEM IS ARMED. THEY ARE USED TO DISABLE EQUIPMENT OR PROVIDE SIGNALS, (NOT FOR BUILDING FIRE ALARM WHICH MUST BE WIRED DIRECTLY TO THE ANSUL ALARM INITIATING SWITCH LOCATED IN ANSUL AUTOMAN) -COMMON NORMALLY OPEN COMMON NORMALLY OPEN _ SPARE CONTACTS WILL MAKE COMMON TO NORMALLY OPEN WHEN SUPPLY FAN IS ON. SIGNAL SWITCH THROUGH BMS WILL ACTIVATE ZONE1 FANS AND LIGHTS BMS SWITCH - Chi C,NO J ARMIN ".YYi OWL Il1-L. L1 ■ � A I B I C UNLESS SPECIFIED OTHERWISE, ALL FACTORY AC WIRING 16 AWG, A 120V N1 1, AR1 !GAS l') [KT::- 4 -KS -! (5) ST 6- _H 1 r 8: 'ANEL LID J7 120V EFL '3? VI 4'' oV1 S�, DC+ BL WH X N1 BK -:A-q-1 BK EGAS_ 1 BK - IKS- BK . ST BK 4u [ --H-1 C-CIA P F - --- CONTROL INPUT 120V c cu + H1=LINE, N1=NEUTRAL, 15A BREAKER, D❑ NOT CONNECT TO SHUNT TRIP = BREAKER, SEE 3 INSTALLATI❑N SCHEMATIC t) FOR ADDITI❑NAL REQY PS-01 GERMINAL GAS USED FOR -X CL 4 120V POWERED GAS — r BK BK 14A--WG- - - RDD j 1 BK< H 1 4 6 BK "L ` WH C1 -HOOD GHTS�--W-1�JUMPER �N1 -- BK-- BK ESFl--I BK OIL 1 1] ,7 98 " 97 PR: ROl Hl D I ALL FACTORY DC WIRING 18 AWG. 0 d z n d I V V. L 3 Z= 2 4 V ®�_1�t�)t34 24V A — -- DC AC A `V, + 70 A 1:1 1'✓ MOUNT IN ECP DOOR. 120V AUDIBLE ALARM BK RA-1-2 BR AA-2 WH H1[ C4-'I NC �N1 AUDIBLE ALARM ACTIVATES IN FIRE. MAKE UP AIR INTERLOCK. JUMPERJUMPER Q (U (U Fc-J J J J /) -N j- - J10 J10 ECPM03 ECPM03 96�95 ST-1 AR1>BK SF1>BK 07 [k 7A- 110 C7���2 s) Ni WH<IN1 i. H I I MOTOR POWER CIRCUIT 14 AWG ST-1 OL-1 MTRi EF-1 BK Ll T1 _ _ T1 CONTi 100-K09D10 3 PH CL1 C BK L2{ T{JT2 OVLD=193-KB63 208 V UL2L - L31 1 T3 FLA, 5.9 15 A L3Cj I 0-�� HPi2.000 DRY CONTACTS (SHOWN DE —ENERGIZED) 14 AWG RA-1-1 -L!lR2-Q- -o- ON/OFF - ( --0 71 WITTH FIRE Y W 14 AWG RA-2-1 Q-, ON/OFF NO � WITH -�1 - Y W SUP is AWG RA-2-2 NO C YW 14x18x6Bo FACTORY WIRING SCHEMATIC CIRCUIT BOARDS DCV Rev. 2.12.0 HMI Rev, 2.12.00 RA-x RD-x 120 VAC 24 VDC RELAY RELAY NO 4 1 3 NO i 4 3� NC-2 - 1 NC'� 2 1 { COIL 8 r COIL 8 - 7 j COM j 6.1-5-i COM6 -5-; COMPONENT LIST A� DESCRIPTION �� r -x star tp, VC1 []I- --X C1veri o"':1 v yr — C-X on to It Pc>-1 Power I PA-x 120V Prl wV '1 1)1 -) 4 111' 1 P'l) - '4V IK Ir �� l `pit XF'I LEGEND — — — FIELD WIRING FACTORY WIRING BK- BLACK Y\tip j �j []R- HRANFiE WH- WHI I E_ BL/RD- BI_/RI RD/GN RD/CiN 1 f li'[ WH/BI_ WH/Bl . JOB NAME CHIPOTLE ZEPHYRH,,, DRAWING TITLE SC-311110MA DESCRIPTION OF OPERATION 3 Phase w/ control for 1 Exhaust Fan, i Suppty Fan, Exhaust on In F'Ire, Lights out in Fire, Relay On/Off with Supply Fan, Fan(s) On/Off Therriostaticatty Controlled. Room temperature sensor shipped loose for fietd Instattation. INVERTER DUTY 3 PHASE MOTOR REQUIRED FOR USE WITH VFD. JOB NO DRAWN RY 4681827 TYPE FACTnRY DATE 7/28/219 DWG NO ECP #1-2 -------------- E F 0 APPLIANCE CONTACTOR CIRCUITS, SEE INSTALLATION DIAGRAM FOR FIELD WIRING REQUIREMENTS, AC-1 CONT, 100—C23D400 EQUIPMENT Ll T_l EQUIP: CONTACTOR 1_21 I T2 MAX AMP, 23 AMP ON/OFF 3 T3 WITH FIRE 141 T4__ KSI All �A2_ Nl 11 FACTORY WIRING SCHEMATIC CIRCUIT BOARDS DCV Rev. 2.10.00 HMI Rev, 2.10,00 RA-x RD-x 120 VAC 24 VDC RELAY RELAY NO'4 3 NO! 413 NC 1 NCI, 2 COIL - 8 7 COIL: 8 7� Com 6T5_ COMI 6 5 COMPONENT LIST LABEL DESCRIPTION I X S tar, t(-t V(P V J LEGEND FIELD WIRING FACTORY WIRING \ll/H \lVH1 I L UP/B[ P '/Pll - P)l /P[l WH/pl WH/1" • JOB NAME CHIPOTLE ZEPHYRH... DRAWING TITLE SC-311110MA DESCRIPTION OF OFIFRATION 3 Phase w/ control for I Exhaust Fan, I SLWY Fan, Exhaust on In Fire, Lights out In Fire, Relay On/Off with Supply Fan, Fan(s) On/Off Thermostatically Con -trotted. Room -temperature sensor shipped loose for fletcl Installation. INVERTER DUTY 3 PHASE MOTOR REQUIRED FOR USE WITH VFD. JOB NO DPAV-•j RY 4681827 TYPE FACTnRY DATE 7/28/219 DWG NO ECP #1-3 REGULATORY AGENCIES & UTILITIES ZONING CITY OF ZEPHYRHILLS BUILDING CITY OF ZEPHYRHILLS DEPARTMENT: PLANNING DEPT. DEPARTMENT: BUILDING DEPARTMENT 5335 8TH STREET 5335 8TH STREET ZEPHYRHILLS, FL 33452-4312 ZEPHYRHILLS, FLORIDA 33452-4312 T: (813) 780-0002 T: (813) 780-0020 CONTACT: AUDREY MCGUIRE CONTACT: BILL BURGESS amcguire@ci.zephyrhills.fl.us bburgess@ci.zephyrhills.fl.us FIRE CITY OF ZEPHYRHILLS WATER CITY OF ZEPHYRHILLS UTILITIES DEPARTMENT: BUILDING DEPARTMENT UTILITY: 39825 ALSTON AVE 5335 8T" STREET ZEPHYRHILLS, FL 33542 ZEPHYRHILLS, FLORIDA 33452-4312 CONTACT: JOHN BOSTIC CONTACT: BILL BURGESS E: jbostic@ci.zephyrhills.fl.us T: 813-780-0020 T: (813) 780-0008 E: bburgess@ci.zephyrhills.fl.us WATURAL GAS TECO PEOPLES GAS ELECTRICAL DUKE ENERGY UTILITY: 702 NORTH FRANKLIN STREET UTILITY: P.O. BOX 14042 P.O. BOX 2562 ST. PETERSBURG, FL 33733 TAMPA, FL 3360 T: (800) 700-8744 CONTACT: FRANK HERNANDEZ E: FHernandez@tecoenergy.com T: 813-275-3772 PROJECT INFORMATION -ANDLORD: NORTH AMERICAN DEVELOPMENT GROUP TENANT: CHIPOTLE MEXICAN GRILL CONTACT: SCOTT GOLDSMITH PO BOX 182566 T: 561-578-8701 COLUMBUS, OH 43218-2566 E: sgoldsmith@nadg.com CONTACT: KRISTI REYNOLDS E: kristi.reynolds@chipotle.com T: (380) 222-7192 MECHANICAL NATIONAL ENGINEERING LECTRICAL 4635 TRUEMAN BLVD, SUITE 250 'LUMBING HILLIARD, OH 43026 NGINEER: CONTACT: JOE JONES E: jjones@nationalengineering.com T: 614-328-2024 F: 614-552-5240 STRUCTURAL ONM&1 ENGINEER: 1655 PALM BEACH LAKES BLVD SUITE 204 WEST PALM BEACH, FL 33401 CONTACT: PHIL RIZZO E: prizzo@onmj.net T:561-835-9994 F: 561-835-8255 UTILITY COORDINATOR NOTE to GC: FOR ALL WATER, SEWER, NATURAL S, & ELECTRICITY URAL GA UTILITIES CONTACT: GRAPHIC SYMBOLS A101 1 SIM A101 EXTERIOR ELEVATION MARKER INTERIOR ELEVATION MARKER SECTION MARKER SECTION / DETAIL 1 View Name VIEW A10 View Scale LABEL Room name 101 X.X COLUMN GRID LABEL HEALTH FLORIDA DBPR DEPARTMENT: HOTEL & RESTAURANT DIV. PLAN REVIEW OFFICE 2601 BLAIR STONE RD TALLAHASSEE, FL 32399 T:850-487-1395 SEWER UTILITY: CITY OF ZEPHYRHILLS UTILITIES 39825 ALSTON AVE ZEPHYRHILLS, FL 33542 CONTACT: JOHN BOSTIC E: jbostic@ci.zephyrhills.fl.us T: (813) 780-0008 TELEPHONE PENDING ARCHITECT: STEFANO De LUCA & ASSOC., INC. 4501 PIERCE STREET HOLLYWOOD, FL 33021 CONTACT: ANDREW LINHARES E: and rew.linhares@sdlainc.com T: 954-927-2690 F: 954-367-3494 HDGROUP, INC 8771 WOLFF CT. SUITE 205 WESTMINSTER, CO 80031 CONTACT: MELISSA BALCERAK MBALCERAK@HUNTERDEVELOPMENTGROUP.COM T: (972) 396-8409 ROOM NAME & NUMBER REVISION NUMBER XX.X KITCHEN EQUIPMENT NUMBER X WASHROOM ACCESSORIES NUMBER W1 WALL TAG 1-- - LEVEL TARGET DOOR NUMBER NORTH ARROW MISCELLANEOUS DIMENSION EQUIPMENT NUMBER TARGET FURNITURE NUMBER P1 FINISH TAG ABBREVIATIONS CENTER LINE FRP FIBERGLASS REINFORCED OSB ORIENTED STRAND TMB TENANT'S MENU BOARD PANEL BOARD SUPPLIER (E) EXISTING CONSTRUCTION FRT FIRE TMS TENANT'S MILLWORK (N) NEW CONSTRUCTION RETARDANT -TREATED POS POINT OF SALE SUPPLIER @ AT PREP PREPARATION TP TENANT'S PHONE 0 DIAMETER OR ROUND GA GAUGE PVC POLYVINYL CHLORIDE SUPPLIER GALV GALVANIZED TRS TENANT'S RAILING GC GENERAL CONTRACTOR QT QUARRY TILE SUPPLIER TS TENANT'S SAFE SUPPLIER AFF ABOVE FINISH FLOOR GYP GYPSUM TSS TENANT'S SMART SAFE ALUM ALUMINUM R RADIUS SUPPLIER ARCH ARCHITECTURAL) HES TENANT'S HVAC RTU ROOF TOP UNITS TSV TENANT'S SIGN VENDOR EQUIPMENT SUPPLIER ASS ALARM SYSTEM SUPPLIER TUV TENANT'S UV SUPPLIER HS HOOD SUPPLIER SIM SIMILAR BD BOARD HVAC HEATING AND SPS SODA POP SUPPLIER TYP TYPICAL BLDG BUILDING VENTILATING SS SUPPORT SIGNAGE U.N.O. UNLESS NOTED STR STRUCTURE OTHERWISE ICP INITIAL COST PROJECTION CMU CONCRETE MASONRY UPS UNINTERRUPTED POWER UNIT IFP IN FOR PERMIT T TENANT SUPPLY CO2 CO2 SUPPLIER INT INTERIOR TAB TENANT'S TEST & CO2AS CO2 ALARM SUPPLIER BALANCE VENDOR VAR VARIES CS CHEMICAL SUPPLIER KES KITCHEN EQUIPMENT TBD TO BE DETERMINED, SEE VIF VERIFY IN FIELD SUPPLIER FIELD REFERENCE MANUAL DIM DIMENSION(S) W/ WITH MAX MAXIMUM TCC TENANT'S CABLING MECH MECHANICAL CONTRACTOR WA WASHROOM EA EACH ACCESSORIES MFR MANUFACTURER � TDC TENANT'S DUCT CLEANER EL ELEVATION (VERTICAL WCS TENANT'S WALK-IN MIN MINIMUM TEMS TENANT'S ENERGY HEIGHT) � COOLER SUPPLIER MISC MISCELLANEOUS MANAGEMENT SYSTEM ELEC ELECTRIC(AL) SUPPLIER WHS WATER HEATER SUPPLIER ELEV ELEVATION MSS MUSIC SYSTEMS SUPPLIER WS TENANT'S WINDOW THS TENANT'S HARDWARE EQ EQUAL SUPPLIER SHADE SUPPLIER N.LC. NOT IN CONTRACT EXT EXTERIOR TLS TENANT'S LIGHT/LAMP NO NUMBER SUPPLIER FC FOR CONSTRUCTION OC ON CENTER DRAWING INDEX AND REVISIONS Po - SHEET REVISION- -- - - NO. SHEET NAME 1- 2 3 14 5 1 6 7 8 9 10 11 12 13 14 15 GENERAL G000 COVER SHEET G001 CODE COMPLIANCE NOTES G002 LIFE SAFETY PLAN • w G003 ACCESSIBILITY REQUIREMENTS / G� G004 CONTRACTOR VERIFICATION PLAN AN- - - - - - G010ARCHITECTURAL SPECIFICATIONS G011 ARCHITECTURAL SPECIFICATIONS G012 ARCHITECTURAL SPECIFICATIONS STORE NUMBER: 7 G013 ARCHITECTURAL SPECIFICATIONS G014 ARCHITECTURAL SPECIFICATIONS ZEPHYRHILLS G015 ARCHITECTURAL SPECIFICATIONS G016 ARCHITECTURAL SPECIFICATIONS 7646 GALL BOULEVARD SITE PLAN SP100 ARCHITECTURAL SITE PLAN ZEPHYRHILLS FL 33541 SP101 ARCHITECTURAL SITE DETAILS ARCHITECTURAL A101 SLAB WORK PLAN SCOPE OF WORK A110 'ARCHITECTURAL FLOOR PLANS I A120 FINISH PLAN • TENANT IMPROVEMENT TO A NEWLY CONSTRUCTED MULTI -TENANT COMMERCIAL BUILDING (BY OTHERS). THIS PERMIT INCLUDES NEW UNDERGROUND WORK, NEW A130 FURNITURE, FIXTURES & EQUIPMENT PLAN • • MECHANICAL (INCLUDING NEW ROOFTOP EQUIPMENT), NEW PLUMBING AND ELECTRICAL SYSTEMS WITHIN THE PREMISES, A NEW CONCRETE FLOOR SLAB, NEW A131 EQUIPMENT SCHEDULE • INTERIOR PARTITIONS AND FINISHES, AND NEW FURNITURE, FIXTURES AND EQUIPMENT. AN EXISTING CODE COMPLIANT GREASE INTERCEPTOR HAS INSTALLED BY THE - - - - -- -- - -- - -- LANDLORD UNDER THEIR CIVIL/BUILDING SHELL PERMIT. A132 EQUIPMENT & FURNITURE SCHEDULE • ALL UTILITIES ARE BEING SUPPLIED TO THE SPACE AS PART OF THE BUILDING SHELL CONSTRUCTION. A140ARCHITECTURAL ROOF PLAN ALL EXTERIOR FINISHES ARE ALL PART OF THE BUILDING SHELL CONSTRUCTION, NOT PART OF THIS PERMIT. A141 ROOF FRAMING PLAN ALL OTHER SITEWORK, INCLUDING ACCESSIBILITY TO THE BUILDING ENTRANCE IS BY OTHERS, NOT PART OF THIS PERMIT.— A142 RTU & CURB ATTACHMENT DETAILS SEE SHEET 0001 FOR LEVEL OF ALTERATION AND REHABILITATION CLASSIFICATION. A201 REFLECTED CEILING PLAN • A202 BAFFLE CEILING PLAN & UNISTRUT PLAN A210 CEILING DETAILS TERMINOLOGY NOTE A211 LIGHTING DETAILS A301 EXTERIOR ELEVATIONS • THROUGHOUT THIS SET OF PERMIT DRAWINGS, THE TERM "EXISTING" IS USED TO REFER TO CONSTRUCTION WHICH THE LANDLORD HAS AGREED TO PROVIDE UNDER A400 BUILDING SECTIONS HIS SITE AND/OR BUILDING SHELL PERMITS. WHILE THESE ITEMS MAY NOT YET BE COMPLETE AT THE TIME THESE PLANS ARE REVIEWED BY THE AUTHORITY HAVING A401 WALL SECTIONS JURISDICTION, THEY ARE REQUIRED TO PROVIDE A COMPLETED BUILDING SHELL IN WHICH CHIPOTLE CAN PERFORM THE TENANT IMPROVEMENT WORK DESCRIBED IN -- - - - -- - - -- - - -- THESE DRAWINGS. A402 WALL SECTIONS • A405 DETAIL SECTIONS LANDLORD REQUIRED SUB -CONTRACTOR LIST A501 ARCHITECTURAL WALL TYPES A601 DOOR & HARDWARE SCHEDULE NOTE: THE FOLLOWING SUBCONTRACTORS ARE REQUIRED BY THE LANDLORD TO BE USED BY THE TENANT G.C. VERIFY ALL REQUIRED LANDLORD SUB -CONTRACTORS WITH A701 ELEVATIONS - INTERIOR DINING • LANDLORD PRIOR TO BIDDING PROJECT. -- - - - - - - - - - - - - A702 ELEVATIONS - INTERIOR KITCHEN • • ROOFING PENDING FIRE ALARM PENDING SPRINKLER PENDING A703 ELEVATIONS - INTERIOR TYPICAL SUBCONTRACTOR SUBCONTRACTOR SUBCONTRACTOR - - - - - - - -- - - A710 RESTROOM DETAILS A801 FINISH DETAILS A802 _ _TILE DETAILS A810 'FIRE PROTECTION DETAILS DEFFERED SUBMITTALS PERMIT INFORMATION A811 FIRE PROTECTION DETAILS - UL No. U419 - - - -- - - - - - A900 INTERIOR PERSPECTIVES THE FOLLOWING SUBMITTALS, IF REQUIRED, WILL BE MADE BY THE GC AND CHIPOTLE PERMIT # PENDING STRUCTURAL SUB -CONTRACTORS AFTER THE MASTER PERMIT IS PULLED: WALK -IN -COOLER EXISTING SHELL PERMIT# PENDING S-1 FOUNDATION & ROOF FRAMING PLANS • GREASE EXHAUST HOOD S-2 STRUCTURAL NOTES & TYPICAL DETAILS • rinr rnninnii rn _. J irvn��r� REFRIGERATION FIRE PROTECTION LOW FIRE VOA M LAGE F100 FIRE PROTECTION PLAN HVAC VICINITY MAP 12" = V-0" STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 / pF F1 � 0 ,9 , to c A R0014815 SrFR E D ARG�� If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. 3 � +/ CA T4 G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 0 -i 00 m J = Q LU L ln m M LL. z 0 = LU m �p J J _ Cr w N Issue Record: 10.14.20 BID SET 01.20.21 - PERMIT SET - CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: COVER SHEET GOOO - - I l I III�IiI IfIIFYI I -- i PRODUCT APPROVAL SUMMARY MANUFACTURER / DESCRIPTION APPROVAL AUTHORITY APPROVAL # F&L ALUMINUM PARTS, INC. MIAMI-DADE COUNTY 20-0720.09 ALUMINUM ROOF STAND PRODUCT APPROVAL DOCUMENTATION IS BEING SUPPLIED TO THE A.H.J. WITH THESE PERMIT DRAWINGS. THE G.C. SHALL MAINTAIN A COPY OF THEM ON -SITE DURING CONSTRUCTION AND VERIFY THAT INSTALLATION OF ALL COMPONENTS IS DONE IN COMPLIANCE WITH THEM. EXPIRATION COMMENTS 5-15-24 REFER TO CUTSHEETS APPROVED FOR USE IN THE HVHZ CAPTIVE AIRE SYSTEMS, INC. MIAMI-DADE COUNTY 19-0717.09 I 3-4-24 I REFER TO CUTSHEETS FOR USE IN THE HVHZ A SERIES STEEL SUPPLY FAN CAPTIVE AIRE SYSTEMS, INC. MIAMI-DADE COUNTY 19-0717.08 3-4-24 REFER TO CUTSHEETS ALUMINUM ROOFTOP FANS APPROVED FOR USE IN THE HVHZ RUSKIN ROOFTOP SYSTEMS MIAMI-DADE COUNTY 19-0920.05 3-7-24 REFER TO CUTSHEETS STEEL ROOF CURB APPROVED FOR USE IN THE HVHZ NOTE: ALL OTHER COMPONENTS OF THE BUILDING ENVELOPE ARE EXISTING CODE COMPLIANCE NOTES NOTE: THE CURRENTLY ADOPTED EDITIONS OF NFPA DOCUMENTS LISTED BELOW HAVE BEEN TAKEN FROM FFPC 7th EDITION (NFPA 1) ANNEX G. A. ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF FFPC 7th EDITION (FLORIDA EDITION OF NFPA 1 & NFPA 101 2018) - EFFECTIVE DATE DECEMBER 31, 2020 AND WITH THE REQUIREMENTS OF FBC 7th EDITION (2020) - EFFECTIVE DATE DECEMBER 31, 2020. B. FIRE EXTINGUISHERS SHALL MEET THE REQUIREMENTS OF FFPC (NFPA 1) AND NFPA 10 (2018) AND THE FOLLOWING: PROVIDE 2 TYPE ABC (CLASSIFICATION 2A-10B:C) AND 1 TYPE K FIRE EXTINGUISHERS MINIMUM. FIRE EXTINGUISHERS SHALL BE MOUNTED AT A HEIGHT NOT TO EXCEED 5'-0" ABOVE FINISH FLOOR IN LOCATIONS SPECIFIED BY THE FIRE MARSHALL. FIRE EXTINGUISHERS SHALL BE LOCATED SUCH THAT TRAVEL DISTANCE TO ANY EXTINGUISHER DOES NOT EXCEED 75 FEET. FINAL QUANTITY, TYPE AND LOCATIONS AS DIRECTED BY THE FIRE MARSHAL. C. EMERGENCY LIGHTING SHALL COMPLY WITH FFPC AND FBCB 1008. D. FIRE SPRINKLER SYSTEM, IF INSTALLED, SHALL BE DESIGNED AND INSTALLED ACCORDING TO NFPA 13, 2013. SUBCONTRACTOR SHALL SUBMIT FULLY ENGINEERED DRAWINGS FOR INSTALLATION, OR FOR MODIFICATION OF ANY EXISTING FIRE SPRINKLER SYSTEM. E. FIRE ALARM SYSTEM, IF REQUIRED, SHALL COMPLY WITH NFPA 70 (2017) & NFPA 72 (2016) AND MUST BE UL LISTED. F. BUILDING ADDRESS SHALL BE POSTED IN CONTRASTING COLOR, MIN. 6" HIGH NUMERALS, VISIBLE FROM THE STREET; OR AS DIRECTED BY THE FIRE MARSHAL AND BUILDING OFFICIAL. G. ALL DOORS IN A MEANS OF EGRESS SHALL COMPLY WITH FFPC 7.2.1 AND FBCB 1010. H. IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION, PROPER NFPA 704 SIGNAGE SHALL BE SUPPLIED AND INSTALLED BY THE G.C. THE G.C. SHALL COORDINATE WITH FIRE INSPECTOR FOR MOUNTING HEIGHTS AND LOCATIONS. I. ALL INSULATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX NOT MORE THAN 450 PER FBCB 720. J. THE G.C. SHALL PERMANENTLY LABEL THE EXISTING DEMISING PARTITION IN ACCESSIBLE CONCEALED CEILING SPACES WITH LETTERING AT LEAST 3" IN HEIGHT, LOCATED WITHIN 15, OF THE END OF EACH WALL AND SPACED NO MORE THAN 30' ON CENTER WITH THE WORDING, "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS" (FBCB 703.7). K. DURING CONSTRUCTION, THE G.C. SHALL BE RESPONSIBLE FOR COMPLYING, AT HIS EXPENSE, WITH ALL APPLICABLE REQUIREMENTS OF FFPC, NFPA 1, CHAPTER 16. THESE INCLUDE, BUT ARE NOT LIMITED TO, PROVIDING AND MAINTAINING FIRE EXTINGUISHERS ON SITE OF THE TYPE, SIZE AND QUANTITY AS DIRECTED BY THE LOCAL FIRE MARSHAL, PROERLY STORING AND HANDLING FLAMMABLE MATERIALS, AND REMOVING DEBRIS, etc. L. CONTRACTOR SHALL MEET WITH THE FIRE INSPECTOR PRIOR TO COMMENCING WORK TO COORDINATE HIS COMPLIANCE WITH THESE REQUIREMENTS. M. INTERIOR FINISH RATINGS "NEW ASSEMBLY OCCUPANCY" INTERIOR WALL & CEILING FINISH MATERIALS: SHALL BE CLASS C OR BETTER IN ASSEMBLY AREAS HAVING OCCUPANT LOADS OF 300 OR FEWER (FFPC 12.3.3.3 AND FBCB TABLE 803.11) INTERIOR FLOOR FINISH MATERIALS: SHALL BE CLASS II OR BETTER (FFPC 12.3.3.5 AND FBCB 804) AUTOMATIC SPRINKLER SYSTEM (IF PRESENT): UNLESS SPECIFICALLY PROHIBITED ELSEWHERE: WHERE AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS INSTALLED IN ACCORDANCE WITH FFPC SECTION 9.7, CLASS C INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE PERMITTED IN ANY LOCATION WHERE CLASS B IS REQUIRED, AND CLASS B MATERIALS SHALL BE PERMITTED WHERE CLASS A IS REQUIRED (FFPC 10.2.8.1 AND FBCB TABLE 803.11) WHERE AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS INSTALLED IN ACCORDANCE WITH FFPC SECTION 9.7, CLASS II MATERIALS ARE PERMITTED IN AREAS WHERE CLASS I MATERIALS ARE REQUIRED (FFPC 10.2.8.2 AND FBCB 804). N. G.C. SHALL PROVIDE MAXIMUM OCCUPANCY SIGN - SEE SHEET A003 FOR "OCCUPANT LOAD ANALYSIS". COORDINATE SIGN REQUIREMENTS AND FINAL LOCATION WITH FIRE MARSHAL PRIOR TO PURCHASE AND INSTALLATION. 0. G.C. SHALL INSPECT EXISTING DEMISING PARTITIONS TO INSURE THAT ALL PERIMETER EDGES AND ANY OPENINGS AND PENETRATIONS ARE PROPERLY SEALED AND FIRE CAULKED TO MAINTAIN THE EXISTING FIRE RATING. PROVIDE NEW FIRE CAULKING AS REQUIRED PER THE FIRE PROTECTION DETAILS. P. ALL INTERIOR PARTITIONS IN TYPE I AND TYPE II CONSTRUCTION SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS. CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY FBCB SECTIONS 603 AND 718. PROJECT DATA BUILDING INFORMATION OCCUPANCY ASSEMBLY (RESTAURANT) FBCB 302 FFPC CHAPTER 12 GROUP A-2 FBCB 303.3 HAZARD CLASSIFICATION ORDINARY FFPC 12.1.5 & 6.2.2.3 TYPE OF CONSTRUCTION TYPE II-B SPRINKLERED FBCB TABLE 504.3, 504.4 & 506.2 AND IN SECTION 602 SEISMIC ZONE N/A FINISH FLOOR ELEVATION 115.00 (NGVD) FLOOD ZONE ZONE X MAP # FIRM MAP #12101C 0289 F COUNTY PASCO WIND ZONE STANDARD ZONE WIND SPEED 137 MPH BUILDING RISK CATEGORY II MEAN ROOF HEIGHT 18'-9" t SURFACE ROUGHNESS/EXPOSURE CATEGORY (FBCB 1609.4) WIND DIRECTION SURFACE ROUGHNESS EXPOSURE CATEGORY NORTH C C EAST C C SOUTH C C WEST C C NOTES: SURFACE ROUGHNESS: B: URBAN/SUBURBAN W/ CLOSELY SPACED OBSTRUCTIONS THE SIZE OF SINGLE FAMILY HOMES OR LARGER, OR WOODED AREAS. C: OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS D: WATER, MUDFLATS AND UNBROKEN ICE EXPOSURE CATEGORY: B: WHERE SURFACE ROUGHNESS B PREVAILS WITHIN 1500 FEET C: WHERE B AND D DO NOT APPLY & IN THE HVHZ D: WHERE SURFACE ROUGHNESS D PREVAILS WITHIN 5000 FEET, OR SITES WITHIN 600 FEET OF THE SHORELINE ZONING/PROPERTY INFORMATION DESIGNATION C-2: COMMERCIAL COMMUNITY DEVELOPMENT NAME ZEPHYR COMMONS SITE PLAN APPROVAL # N/A PERMITTED USE YES PARCEL CONTROL # 35-25-21-00000-0070 CODE SUMMARY BUILDING REQUIREMENTS TABLE 403.1 MINIMUM NUMBER OF PLUMBING FIXTURES REQUIRED (FBC - PLUMBING) OCCUPANT LOAD = 83 PERSONS + 22 OUTDOOR SEATS = 105 2 (53 MALES + 53 FEMALES) if.A_ A MALE FEMALE NOTES ASSEMBLY WC LAV UR WC LAV DF SERVICE SINK REQUIRED 1/75 1/200 - 1/75 1/200 - 1 1 PROVIDED 1 1 - 1 1 - 1 2 NOTES: 1. DRINK NG FOUNTAIN NOT RE WIRED PER FBCP SEC ION 4 0.4. 2. FOR PURPOSES OF MINIMUM PLUMBING FIXTURE COUNT, THE OCCUPANCY CONTENT OF A BUILDING SHALL BE THAT DETERMINED PER THE FBCB TABLE 1004.5. OUTDOOR SEATING AREAS SHALL HAVE THE ACTUAL NUMBER OF SEATS ADDED TO THE OCCUPANT LOAD OF THE SPACE (FBCP 403.1.4) TABLE 504.3, 504.4 & 506.2 ALLOWABLE BUILDING HEIGHTS AND BUILDING AREAS (FBC BUILDING) CATEGORY DESIGNATION ALLOWABLE ACTUAL NOTES N } Q J g TYPE CONSTRUCTION II-B, SPRINKLERED - - - W MAX. HEIGHT IN FEET - 75' 24'-8" +/- - MAX. NO. OF STORIES - 3 1 - AREA: SINGLE STORY - 38,000 6,430 S.F. 1 NOTES: 1. PER THE BUILDING SHELL DRAWINGS, THE BUILDING IS 6,430 S.F. THE CHIPOTLE SPACE IS 2,400 S.F. TABLE 601 FIRE RESISTANCE RATINGS (FBC BUILDING) EXISTING STRUCTURAL ELEMENT TYPE II-B NOTES REQUIRED PROVIDED PRIMARY STRUCTURAL FRAME 0 0 _ BEARING WALLS - EXTERIOR 0 2 1 BEARING WALLS - INTERIOR 0 N/A _ NON -BEARING WALLS/PARTITIONS - EXTERIOR SEE TABLE 602 NON -BEARING WALLS/PARTITIONS - INTERIOR 0 0 - FLOOR CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS 0 N/A - ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS 0 0 - NOTES: 1. EXISTING EXTERIOR MASONRY WALLS = 8" CMU = 2 HR RATED PER FBCB TABLE 722.3.2 TABLE 602 FIRE RESISTANCE RATINGS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (FBC BUILDING) FIRE SEPARATION DISTANCE (FEET) TYPE OF CONSTRUCTION GROUP A-2 NOTES REQUIRED ACTUAL X<5 II-B 1 0 1 5<X<10 1 0 1 10 < X < 30 0 0 1 X > 30 0 0 1 NOTES: 1. THERE ARE NO OTHER BUILDINGS WITHIN 30 FEET su STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954)927-2690 F (954)367-3494 Stefano De Luca Florida Registered Architect AR0014815 OF F \\ y P�PNO De 1 o ?00*14815 �4P 0 � VL �� IIII If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. V 3 � V C.4 CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM DC d' Q li LM 0000 J W M 110 J J J M LL = o � m J W a' Q N L7 �- O F_ d- 0L N tp Ui t\ IV Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: 1 12.29.20 CODE CHANGE 2 01.11.21 FURNITURE CORRECTION Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: CODE COMPLIANCE NOTES G001 I L1 1 I 1 11MI W I _- 1' 1 11 L EGRESS DATA NEW ASSEMBLY OCCUPANCY: SPRINKLERED NUMBER OF SEPARATE EXITS (FFPC 7.4.1.1; FBCB 1006, 1022.2 & 1029.3) REQUIRED: 2 PROVIDED: 3 EGRESS CAPACITY A. MINIMUM WIDTH OF MEANS OF EGRESS COMPONENTS (FFPC, SECTION 7.3.4.1 & 12.2.3.8; FBCB 1029.9.6) REQUIRED: 36" (UNDER 50 OCCUPANTS) / 44" (50 OR MORE OCCUPANTS) PROVIDED: 36" MIN. (KITCHEN) / 44" MIN. (DINING) B. MINIMUM CLEAR OPENING AT EGRESS DOOR (FFPC, 7.2.1.2.3.2; FBCB 1010.1.1) REQUIRED: 32" PROVIDED: 68" DOOR A, 33" DOOR B, 39" DOOR C C. MINIMUM EGRESS CAPACITY (FFPC 7.3.3.1; FBCB 1005.3.2) REQUIRED: 18" (91 PERSONS x 027PERSON) PROVIDED: 140" (68" + 33" + 39") EGRESS SUMMARY EXIT CLEAR WIDTH OCCUPANT LOAD FACTOR EGRESS CAPACITY (INCHES/PERSON) (PERSONS) A 68" 0.2 340 B 33" 0.2 165 C 39" 0.2 195 A. SEPARATION DISTANCE (FFPC 7.5.1.3.2 & 7.5.1.3.3; FBCB 1007.1.1) AT LEAST TWO EXITS SHALL HAVE A MIN. SEPARATION NOT LESS THAN ONE-THIRD THE OVERALL DIAGONAL LENGTH OF THE AREA BEING SERVED (SPRINKLERED) REQUIRED: 15'-7" MIN. (46'-7" OVERALL DIAGONAL LENGTH / 3) PROVIDED: 27-11 1/2" ACTUAL (SEPARATION FROM EXIT A TO EXIT B) TRAVEL DISTANCES FOR NEW ASSEMBLY OCCUPANCY: (SPRINKLERED) A. COMMON PATH (FFPC 12.2.5.1.2; FBCB 1029.8) PERMITTED: 75' MAX. FROM AREAS WITH OCCUPANT LOAD OF 50 OR LESS, AND 20' MAX FROM AREAS WITH OCCUPANT LOAD OVER 50 ACTUAL: SEE LIFE SAFETY PLAN B. DEAD END (FFPC 12.2.5.1.3; FBCB 1029.9.5) PERMITTED: 20' MAX. ACTUAL: SEE LIFE SAFETY PLAN 1 C. TRAVEL DISTANCE TO AT LEAST ONE EXIT (FFPC 12.2.6.2; FBCB 1017.2) PERMITTED: 250' MAX. (SPRINKLERED) ACTUAL: SEE LIFE SAFETY PLAN OCCUPANT LOAD FBCB, ABLE 1004 1 2 & SEC 1004.4 NEW ASSEMBLY OCCUPANCY ROOM AREA (S.F.) SQ. FT. / PERSON GROSS OR NET OCCUPANT LOAD (FIXED SEAT BASED) DINING 920 FIXED SEATING POSITIONS 2 50 QUEUE/ORDERING * 118 * 5 NET 24 KITCHEN / COOKING 1094 200 GROSS 6 WALK-IN COOLER 109 A.U.A. WOMEN'S ROOM 76 - 1 MEN'S ROOM 82 - 1 PASSAGE 57 - A.U.A. OFFICE 62 100 GROSS 1 PATIO ** 494 TOTAL AREA**** 2400 TOTAL OCCUPANT LOAD 2 83 A.U.A. = ACCESSORY USE AREA * - ALREADY INCLUDED IN DINING AREA ** - NOT INCLUDED IN TOTAL CHIPOTLE AREA *** - OCCUPANTS NOT WITHIN THE FIRE AREA **** - TOTAL SQUARE FOOTAGE OF DEMISED PREMISES LEGEND x1l FIRE PROTECTION NOTES 1. THE G.C. SHALL PROVIDE INSTALLATION DRAWINGS TO THE A.H.J. FOR THE HOOD FIRE SUPPRESSION SYSTEM. 2. THE OCCUPANT LOAD IS UNDER 300, SO NO INDEPENDENT FIRE ALARM SYSTEM IS REQUIRED. THE BUILDING IS NOT EQUIPPED WITH AN FACP. 3. THE BUILDING IS FIRE SPRINKLERED. THE G.C. SHALL PROVIDE INSTALLATION DRAWINGS TO THE A.H.J. FOR ALL MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM AS REQUIRED FOR THE INTERIOR LAYOUT UNDER THIS PERMIT. THE WORK SHOULD INVOLVE LESS THAN 50 SPRINKLER HEADS AND IS NOT REQUIRED TO BE INCLUDED IN THESE DRAWINGS PER FAC 61G15-32. 4. A SPRINKLER HEAD MUST BE LOCATED INSIDE THE WALK-IN COOLER. 5. THE EXHAUST HOOD ANSUL FIRE SUPPRESSION SYSTEM INCLUDES AN AUDIBLE / VISUAL ALARM INDICATOR. COORDINATE LOCATION WITH THE FIRE INSPECTOR. 6. 3 FIRE EXTINGUISHERS ARE REQUIRED, TWO TYPE ABC AND ONE TYPE K. SUGGESTED FIRE EXTINGUISHER MOUNTING LOCATIONS ARE SHOWN ON THIS PLAN, BUT THE FINAL LOCATION OF EACH TYPE SHALL BE AS DIRECTED BY THE FIRE INSPECTOR. SEE SHEET 7. ALL WORK SHALL CONFORM TO FBC 7TH ED. (2020), THE FLORIDA FIRE PREVENTION CODE 7th ED. (2020 - WHICH IS COMPOSED OF TH FL RI A E ITI N OF NFPA 1 AN NFPA 01 01 ), FPA 13 (20 8 , AN NFPA 2 ( 01 ). 8. THE WALK IN COOLER IS CONSTRUCTED OF 4" MAX THICK FOAMED PLASTIC WITH FLAME SPREAD OF 20, SMOKE DEVELOPED RATING OF 450, HAS FLASH IGNITION RATING OF 833 DEGREE F AND SELF IGNITION RATING OF 806 DEGREE F, AND IS CLAD IN 0.032" GALVALUME WITH BASE METAL THICKNESS NOT LESS THAN 0.016" AT ANY POINT. IT SHALL HAVE A SPRINKLER HEAD MOUNTED WITHIN IT THUS MEETING ALL THE REQUIREMENTS OF FBCB 2603.4.1.2. REHABILITATION CLASSIFICATION N &;i1r Qii�i- .-o.�.�.�.-o.�. ^ THIS PERMIT REPRESENTS THE FIRST USE OF A TENANT SPACE IN A BUILDING SHELL CREATED BY THE LANDLORD UNDER HIS SEPARATE BUILDING SHELL CONSTRUCTION PERMIT. THE SPACE WAS PERMITTED AS A-2 OCCUPANCY, SO THIS PERMIT REPRESENTS A MODIFICATION (FFPC 43.2.2.1.3)FOR THE FIRST USE OF THE PREMISES WITHOUT CHANGE IN OCCUPANCY CLASSIFICATION (43.2.2.1.6), WITHIN THE SAME HAZARD CATEGORY (CATEGORY 3), PER FFPC SECTION 43.5.1 ALL WORK SHALL COMPLY (AT A MINIMUM) WITH SECTIONS 43.4 AND 43.5 AND ALL NEWLY CONSTRUCTED ELEMENTS SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 12 FOR NEW ASSEMBLY. LEVEL OF ALTERATION PER SECTION 504.1 OF THE FLORIDA BUILDING CODE - EXISTING BUILDING, THE WORK UNDER THIS PERMIT REPRESENTS AN THE LINE REPRESENTS THE PATH OF EGRESS TRAVEL. THE CIRCLES REPRESENT ALTERATION - LEVEL 2 WITHOUT A CHANGE OF OCCUPANCY CLASSIFICATION. ALL WORK SHALL CONFORM WITH CHAPTER 7 THE BEGINNING AND END POINT FOR EACH SEGMENT. THE NUMBER AND CHAPTER 8 OF THE FLORIDA BUILDING CODE - EXISTING BUILDING, AS WELL AS ALL APPLICABLE SECTIONS OF THE REPRESENTS THE TRAVEL DISTANCE FOR EACH SEGMENT. A DASHED LINE FLORIDA BUILDING CODE - BUILDING. REPRESENTS COMMON PATH OF TRAVEL TACTILE EXIT SIGN EGRESS TRAVEL: THE SCHEDULE PROVIDES A TABULATION OF TOTAL TRAVEL DISTANCE BY A B ADDING THE COMMON PATH (CP) AND THE TRAVEL DISTANCE (TD). THE EXIT CP 00, 00, DOOR DESIGNATION REFERS TO THE MEANS OF EGRESS. TD 00, 00' TOTAL 00' 00' 0 0 1. PER FFPC (NFPA 101) 7.10.1.3., TACTILE SIGNAGE SHALL BE PROVIDED AT EACH DOOR REQUIRING AN EXIT SIGN. 2. TACTILE SIGNAGE SHALL READ, "EXIT". 3. TACTILE SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1. 4. TACTILE SIGNAGE SHALL MEET ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE - ACCESSIBILITY, SECTION 703. 5. WHERE TACTILE EXIT SIGNS ARE REQUIRED ON STOREFRONT MULLIONS, THEY SHALL BE THE VERTICAL VERSIONS DESIGNED FOR THAT APPLICATION. 6. TACTILE EXIT SIGN SHALL HAVE AN 18" X 18" CLEAR FLOOR SPACE CENTERED ON THE TACTILE CHARACTERS. C�) KEYNOTES 1. EXISTING PAIR OF STOREFRONT ENTRY / EXIT DOORS. DOORS SHALL REMAIN UNLOCKED DURING BUSINESS HOURS. THE DOORS SHALL BE EQUIPPED WITH EXIT DEVICES. SEE DOOR SCHEDULE. G.C. SHALL VERIFY THAT THE DOOR THRESHOLD DOES NOT EXCEED 1/2" IN HEIGHT NOR EXCEED A SLOPE OF 1:2 AND SHALL VERIFY THAT THE EXISTING FLOOR SLAB IS FLUSH WITH THE EXISTING SIDEWALK. 2. EXISTING STOREFRONT ENTRY / EXIT DOOR. DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS. THE DOOR SHALL BE EQUIPPED WITH AN EXIT DEVICE. SEE DOOR SCHEDULE. G.C. SHALL VERIFY THAT THE DOOR THRESHOLD DOES NOT EXCEED 1/2" IN HEIGHT NOR EXCEED A SLOPE OF 1:2 AND SHALL VERIFY THAT THE EXISTING FLOOR SLAB IS FLUSH WITH THE EXISTING SIDEWALK. 3. EXISTING STOREFRONT KITCHEN SERVICE DOOR. THIS DOOR IS NOT A REQUIRED MEANS OF EGRESS. IT SERVES ONLY THE COOKING / KITCHEN / OFFICE AREAS. THE DOOR REMAINS LOCKED BUT IS EQUIPPED WITH AN EXIT DEVICE AND IS ALWAYS AVAILABLE FOR EGRESS BY EMPLOYEES. G.C. SHALL VERIFY THAT THE DOOR THRESHOLD DOES NOT EXCEED 1/2" IN HEIGHT NOR EXCEED A SLOPE OF 1:2 AND SHALL VERIFY THAT THE EXISTING FLOOR SLAB IS FLUSH WITH THE EXISTING SIDEWALK. 4. EXISTING 2-HR FIRE RATED DEMISING PARTITION. THE GC SHALL CONFIRM THAT IT IS FIRE CAULKED ALONG THE ENTIRE PERIMETER AND THAT ALL EXISTING PENETRATIONS ARE PROPERLY PROTECTED. IMMEDIATELY NOTIFY THE CHIPOTLE CONSTRUCTION MANAGER IF THEY ARE NOT. G.C. SHALL LABEL THE EXISTING DEMISING WALL WITH STENCILS READING "FIRE BARRIER - PROTECT ALL OPENINGS" AT ALL ACCESSIBLE CONCEALED CEILING AREAS. LOCATE LABELS AT 30' O.C. MAX, OR AS DIRECTED BY THE FIRE MARSHAL. 5. DASHED RECTANGLES REPRESENT REQUIRED CLEAR FLOOR SPACE PER FBC - ACCESSIBILITY. 6. ILLUMINATED EXIT SIGN WITH BATTERY BACK-UP --SEE ELECTRICAL DRAWINGS. NOTE: EXIT SIGNS HAVE INTEGRAL BATTERY BACKUP EMERGENCY LIGHT FIXTURES. 7. TACTILE EXIT SIGN -SEE NOTE ON THIS SHEET. 8. EMERGENCY LIGHTING FIXTURE. SEE THE ELECTRICAL LIGHTING PLAN FOR MORE INFORMATION. EMERGENCY LIGHTS MUST PROVIDE A MINIMUM OF 1 F.C. ILLUMINATION ALONG THE EGRESS PATHS PER FFPC 7.8.1.3. 9. NEW REMOTE EXTERIOR EMERGENCY LIGHT FIXTURE -SEE ELECTRICAL DRAWINGS 2 2 10. MAXIMUM OCCUPANCY SIGN - G.C. SHALL OBTAIN THE SIGN FROM THE CHIPOTLE. SIGN SHALL STATE, "MAXIMUM OCCUPANCY 83". MOUNT SIGN @ 5'-0" ABOVE SLAB. VERIFY FINAL LOCATION WITH FIRE INSPECTOR AND CHIPOTLE CONSTRUCTION MANAGER. 11. EXISTING CONCRETE SIDEWALK - SEE SITE PLAN ON SP100 FOR CONTINUATION 12. FIRE EXTINGUISHERS SHALL BE MOUNTED AT 5' A.F.F. MAX, CONSPICUOUSLY VISIBLE AND READILY ACCESSIBLE. SEE NOTE B UNDER "CODE COMPLIANCE NOTES" ON SHEET G001. EXTINGUISHER NEAREST THE COOKING AREA, OR AS DIRECTED BY THE FIRE MARSHAL, SHALL BE TYPE "K". FINAL LOCATIONS OF ALL EXTINGUISHERS SHALL BE AS DIRECTED IN THE FIELD BY THE FIRE INSPECTOR 13. ALL INTERIOR BENCHES, STOOLS AND TABLES ARE PERMANENTLY AFFIXED TO THE FLOOR ESTABLISHING FIXED SEATING POSITIONS AND DEFINED ACCESS AISLES TO THE MEANS OF EGRESS. 14. THE CO2 BULK TANK COMPLIES WITH THE REQUIREMENTS OF FFPC (NFPA 1) CHAPTER 63.3.1.2.4 FOR CARBON DIOXIDE BEVERAGE SYSTEMS: THE EQUIPMENT COMPLIES WITH CHAPTERS 1 THRU 7 OF NFPA 55 (63.3.1.2.4.2); THE TANK IS LOCATED AWAY FROM TRAFFIC PATHS, IS LOCATED ON A RAISED CONCRETE PAD AND SECURED TO THE WALL WITH A CHAIN (63.3.1.2.4.3); AND HAS AN EMERGENCY ALARM SYSTEM THAT MEETS THE REQUIREMENTS OF 63.3.1.2.4.4.2 (SEE SHEETS A130 AND A131 FOR MISC. EQUIPMENT ITEM #32 AND SEE ALSO DETAIL 4/E710). STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954)927-2690 F (954)367-3494 Stefano De Luca Florida Registered Architect AR0014815 CF p '0,40 ,. CJ c RO014815 / A, E D If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. �p o �. (00. 3 �► � v +j CA N G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 00 l0 M cn J = Q w J 0 Ln M M J 0 LLJ oC O L0 CL LLJ N m J Q (D t�p J J �- -17 11 LLJ r-, N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET ,4� Revisions: 1 12.29.20 CODE CHANGE 2 01.11.21 FURNITURE CORRECTION Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: LIFE SAFETY PLAN FURNITURE, FIXTURE & EQUIPMENT PLAN 1/4" = 1'-0" G002 "111 ' III 1 'lull ACCESSIBILITY GUIDELINES - FLORIDA BUILDING CODE 7th E D ITI O.N (2020) ACCESSIBILITY %�' CODE RE ERENCES GIVEN BELOW AREOFOR THE F ORIDA GNAACCESSIBLECCE, ADOPTED PURSUANT TO SECTION 553.503, FLORIDA STATUTES AND INCORPORATED SSIBILITY BI ITY CODE, BUT MATCH T HOSE IN THE ADA S ANDARDS FOR ACCESSIBLE ESIGNTO THE FLORIDA BUILDING CODE, REFERRED TO HEREIN AS THE "FLORIDA ACCESSIBILITY CODE" OR "FAC") FAC 203.9: SPACES & ELEMENTS WITHIN EMPLOYEE WORK AREAS SHALL ONLY BE REQUIRED TO HAVE COMMON USE CIRCULATION AREAS ON AN ACCESSIBLE ROUTE AND TO BE ON AN ACCESSIBLE MEANS OF ¢ EGRESS, DESIGNED TO ALLOW INDIVIDUALS WITH DISABILITIES TO APPROACH, ENTER, AND EXIT THE W EMPLOYEE WORK AREA. } 0 aJ. WHEREVER POSSIBLE, HOWEVER, ALL EMPLOYEE WORK AREAS ARE BEING MADE FULLY ACCESSIBLE. w FAC 205: OPERABLE PARTS ON ACCESSIBLE ELEMENTS, ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES SHALL COMPLY WITH FAC 309. FAC 309.2: CLEAR FLOOR SPACE PER FAC 305 SHALL BE PROVIDED. FAC 309.3: OPERABLE PARTS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN FAC 308. w FAC 309.4: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. w a O FAC 226: WHERE DINING SURFACES ARE PROVIDED, AT LEAST 5 % OF THE SEATING SPACES AND STANDING SPACES SHALL COMPLY WITH FAC 902. FAC 902.2: CLEAR FLOOR PER FAC 305 FOR FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE PER FAC 306 SHALL BE PROVIDED. Z4 FAC 902.3: THE TOPS OF DINING SURFACES SHALL BE 28" MIN AND 34" MAX A.F.F. W U) w J m FAC 227.3: AT LEAST ONE SALES/SERVICE COUNTER SHALL COMPLY WITH FAC 904.4 w FAC 904A THE ACCESSIBLE PORTION MUST EXTEND THE DEPTH OF THE REST OF THE COUNTER, SHALL BE Q 36" MIN. LONG AND 36" MAX A.F.F. CLEAR FLOOR SPACE FOR PARALLEL APPROACH SHALL BE PROVIDED PER w FAC 305. ca FAC 904.5: SELF-SERVICE SHELVES & DISPENSING DEVICES SHALL COMPLY WITH THE REACH RANGES GIVEN IN FAC 308. 06 U w FAC 206: ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH CHAPTER 4 OF THE FAC. FAC 206.4.1: AT LEAST 60% OF ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE. FAC 403.3: THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20 AND THE w CROSS SLOPE SHALL NOT EXCEED 1:48. IF RUNNING SLOPE EXCEEDS 1:20 THE WALKWAY IS A RAMP AND I- O MUST MEET ALL REQUIREMENTS OF FAC 405. Lu FAC 403.4: CHANGES IN LEVEL ALONG AN ACCESSIBLE ROUTE SHALL COMPLY WITH FAC 303, AS SHOWN AT m RIGHT. L ry � w FAC 403.5: CLEAR WIDTHS SHALL BE PROVIDED AS SHOWN AT RIGHT. THE CLEAR WIDTH OF THE WALKING 20 max >20-25 max 10 max Q SURFACE ALONG AN ACCESSIBLE ROUTE SHALL BE 36 INCHES MINIMUM, EXCEPT WHERE NOTED. , p� E E R E E o FAC CHAPTER 6: PLUMBING ELEMENTS & FACILITIES FAC 602: DRINKING FOUNTAINS, IF REQUIRED, SHALL PROVIDE CLEAR FLOOR SPACE PER FAC 305, KNEE AND (a) (b) 10max > 10-24max40 TOE CLEARANCE PER FAC 306. AN ACCESSIBLE D.F. WITH SPOUT AT 36" MAX A.F.F. AND A STANDING D.F. WITH FORWARD APPROACH a) SIDE APPROACH (b) SPOUT AT 38" MIN TO 43" MAX SHALL BOTH BE PROVIDED. REACH RANGES (FAC 308) 8 min FAC 603: TOILET ROOMS SHALL PROVIDE TURNING SPACE PER FAC 304, EITHER 60" DIAMETER CIRCLE OR 205 T-SPACE AS SHOWN AT RIGHT. THE REQUIRED CLEAR FLOOR SPACE, CLEARANCE AT FIXTURES AND r----- - TURNING SPACE SHALL BE PERMITTED TO OVERLAP. THE DOOR SHALL NOT OPEN INTO THE REQUIRED E ECLEAR FLOOR OF ANY FIXTURE EXCEPT: WHEN THE TOILET ROOM IS FOR INDIVIDUAL USE AND CLEAR FLOOR 1 I Iw � n I 1 9 min I co ELEVATION SPACE PER FAC 305.3 IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. N 230 L - J 25 max a`1 FAC 603.3: MIRRORS LOCATED OVER LAVATORIES OR COUNTER SHALL HAVE THE BOTTOM OF THE 11 min 635 ---- I REFLECTING SURFACE AT 40" MAX A.F.F. MIRRORS NOT LOCATED OVER LAVS SHALL HAVE THE BOTTOM OF 280 (a) (b) I I elevation plan I ' THE REFLECTING SURFACE AT 35" MAX A.F.F. OA Tilt M PLAN VIEW FAC 604: WATER CLOSETS SHALL BE LOCATED AS SHOWN AT RIGHT, WITH THE CLEARANCES SHOWN. THE KNEE CLEARANCE CHIPOTLE ! ____i REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER (FAC 306.3) ACCESSIBLE TABLE CLOSET, GRAB BARS, DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE MIMph REACJe_ ROUTES, CLEAR FLOOR SPACE FOR OTHER FIXTURES AND TURNING SPACE. NO OTHER FIXTURES OR VER 08STAa,,y9 OBSTRUCTIONS SHALL BE PERMITTED WITHIN THE REQUIRED WATER CLOSET CLEARANCE. FLUSH I U) CONTROLS MAY BE MANUAL OR AUTOMATIC; IF MANUAL THEY MUST BE ON THE OPEN SIDE OF THE W.C. AND -- ©-� o o - w COMPLY WITH THE REACH RANGES SPECIFIED IN FAC 308. L�! InOoo� M U FAC 604.5: GRAB BARS SHALL BE LOCATED AS SHOWN AT RIGHT. GRAB BARS WITH CIRCULAR CROSS I i I s I i Y LL SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4" MIN AND 2" MAX AND THE MOUNTING HEIGHT SHALL BE l I I a.a Mw i 06 33" MIN AND 36" MAX A.F.F. MEASURED TO THE TOP OF THE GRIPPING SURFACE. �_-a-01MIN---I N I L2 w FAC 604.7: TOILET PAPER DISPENSER SHALL BE LOCATED AS SHOWN AT RIGHT. FRONT ELEVATION PLAN VIEW SIDE ELEVATION PLAN VIEW 2 JI FAC 606: LAVATORIES SHALL BE PROVIDED WITH CLEAR FLOOR SPACE PER FAC 305 FOR FORWARD CHIPOTLE SALES COUNTER CHIPOTLE UTENSIL COUNTER w O APPROACH AND MEET THE KNEE AND TOE CLEARANCE REQUIREMENTS OF FAC 306. THE TOP OF THE LAV z SHALL BE 34" MAX A.F.F. FAUCETS MAYBE MANUAL OR AUTOMATIC; IF MANUAL THEY MUST COMPLY WITH FAC 404: ALL DOORS ON AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE FLORIDA ACCESSIBILITY CODE. AT THE REACH RANGES SPECIFIED IN FAC 308. ALL PIPING UNDER THE LAV SHALL BE INSULATED OR LEAST ONE LEAF OF AN ACCESSIBLE DOUBLE DOOR SHALL COMPLY. THE CLEAR WIDTH OF AN ACCESSIBLE i�--- i� �ry-I 4 CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER DOOR SHALL BE 32" MEASURED FROM THE FACE OF THE DOOR TO THE DOOR STOP WHEN OPEN 90 DEGREES. ---�i 1 i s I i I �h i s h i I $ i R a LAYS OR SINKS. OPENING SPEED AND OPENING FORCE SHALL MEET THE REQUIREMENTS OF THE FAC (EXCEPT FIRE RATEDe I -- -- E6 w __ -- DOORS SHALL HAVE A MIN. OPENING FORCE ALLOWABLE BY THE FFPC AND EXTERIOR DOORS HAVE A MINIMUM _ ® __ FAC 5052: HANDRAILS, WHEN REQUIRED, SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. OPENING FORCE OF 8.5 POUNDS PER FLORIDA LAW FS s.553.504(6)). HANDRAILS ARE NOT REQUIRED ON WALKING SURFACES WHERE THE RUNNING SLOPE IS NOT STEEPER THAN IatM approach, pup sib, IekM1 approach, pafM1 skN lakh approach push sib, pull sib pwh sib push sib, apor prowledwM 1:20, BUT IF THEY ARE PROVIDED THEY MUST MEET ALL THE REQUIREMENTS OF FAC 505. FAC 404.2.4: MANEUVERING CLEARANCES SHALL BE AS SHOWN AT RIGHT. --- -- �' MANEUVERING CLEARANCES AT �i RECESSED DOORS (FAC 404.2.4.3) FAC 505.3: HANDRAILS SHALL BE CONTINUOUS WITH THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP FAC 404.2.5: THRESHOLDS SHALL MEET THE REQUIREMENTS OF FAC 303, NOT TO EXCEED 1/2' . E a�a -- -- E� RUN. INSIDE HANDRAILS ON DOGLEG OR SWITCHBACK STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. FAC 4042.6: DOORS IN SERIES SHALL PROVIDE A MINIMUM OF 48" CLEAR AS SHOWN AT RIGHT. m m, happ app°ach PA altle -V app k I,-aga hoDa epproeca. Puµ aWa bw Fakh approach, pWl vb FAC 505A TOP OF GRIPPING SURFACE OF HANDRAILS SHALL BE 34" MIN AND 38" MAX VERTICALLY ABOVE FAC 404.2.7: HARDWARE SHALL MEET THE REQUIREMENTS OF FAC 309 FOR OPERABLE CONTROLS. _ _ I C�i I i �y I WALKING SURFACE, STAIR NOSING, AND RAMP SURFACE AS SHOWN AT RIGHT. HANDRAILS SHALL BE KEPT jr 16iAT A CONSISTENT HEIGHT FOR ANY WALK, FLIGHT OF STAIRS, OR RUN OF RAMP. FAC 404.2.10: DOOR SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR SHALL HAVE A SMOOTH SURFACE ON �= -- --p I e'1 1"'"'THE PUSH SIDE, EXTENDING THE WIDTH OF THE DOOR. ANY PARTS CREATING A HORIZONTAL OR VERTICAL JOINT __ I I FAC 505.5: CLEARANCE BETWEEN HANDRAIL AND ADJACENT SURFACE SHALL BE 1 1/2" MIN. AS SHOWN AT SHALL BE WITHIN 1/16 INCH OF THE PLANE OF THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE RIGHT. haN ap"oacM1, pW1 aitle hoMapprorch, push alb hoM epproaph, push aitla, bw hirpa approach, pull sib CAPPED. "a tleE xMh baM<Iae.ra .kM1 W MANEUVERING CLEARANCES AT MANUAL FAC 505.6: HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS AND UNOBSTRUCTED ALONG THE TOP 0 FAC 404.2.11: AN ACCESSIBLE DOOR WITH A VIEWING PANEL SHALL HAVE THE BOTTOM OF THE PANEL LOCATED SWINGING DOORS (FAC 404.2.4.1) DOORS IN SERIES (FAC 404.2.6) AND SIDES. THE BOTTOMS SHALL NOT BE OBSTRUCTED FOR MORE THAN 20% OF THEIR LENGTH. 0 43 INCHES MAX A.F.F. HORIZONTAL PROJECTS SHALL OCCUR 1 1/2" BELOW THE BOTTOM OF THE HANDRAIL AS SHOWN AT RIGHT. 60 min 60 min 60 min FAC 405: RAMPS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12, AND A CROSS SLOPE NOT 525 1525 2'1 FAC 505.7: HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE STEEPER THAN 1:48. THE SURFACE OF THE RAMP SHALL HAVE NO OTHER CHANGES IN LEVEL. DIAMETER OF 1 1/4" MIN TO 2" MAX. NON -CIRCULAR HANDRAILS SHALL COMPLY AS SHOWN AT RIGHT. landing ramp run landing ramp run FAC 405.5: THE MINIMUM CLEAR WIDTH OF A RAMP RUN SHALL BE 36" (CLEAR DISTANCE BETWEEN landing E 12min zmin FAC 505.8: HANDRAIL GRIPPING SURFACES AND ALL ADJACENT SURFACES SHALL BE FREE OF SHARP OR HANDRAILS, IF PROVIDED). THE MAXIMUM RISE FOR ANY RAMP IS 30" MAX. A LANDING SHALL BE LEAST AS ° ^ X<4 ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. WIDE AS THE WIDEST RAMP LEADING TO IT AND 60" MIN IN LENGTH AS SHOWN AT RIGHT. at least as wide as ramp rim z FAC 505.9: HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. FAC 405.8: RAMPS WITH A RISE GREATER THAN 6" SHALL HAVE HANDRAILS ON BOTH SIDES THAT COMPLY a WITH FAC 505. straight change in ��' EXTENDED FLOOR CURB OR BARRIER FAC 505.10.1: RAMP HANDRAILS SHALL EXTEND HORIZONTALLY FOR 12" MIN BEYOND THE TOP AND BOTTOM U) direction EDGE PROTECTION EDGE PROTECTION OF RAMP RUNS. THEY SHALL RETURN TO A WALL, GUARD, THE LANDING SURFACE, OR SHALL BE (L FAC 405.9: EDGE PROTECTION SHALL BE PROVIDED BY 12" MIN. EXTENDED SURFACE, OR A CURB OR BARRIER RAMP LANDINGS (FAC 405.9.1) (FAC 405.9.2) CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RUN. DESIGNED TO PREVENT THE PASSAGE OF A 4" SPHERE AS SHOWN AT RIGHT. (FAC 405.7) Fadmus FAC 505.10,2: AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY FOR 12" MIN FAC 504.2: ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE A UNIFORM RISER HEIGHT AND TREAD DEPTH. 1/211/ max 1 % max BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. THEY SHALL RETURN TO A WALL, GUARD, THE RISERS SHALL BE 4" MIN AND 7" MAX HEIGHT. TREADS SHALL BE 11" DEEP MINIMUM. OPEN RISERS ARE NOT max 30' max sa 38 LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT FLIGHT. PERMITTED. 13 FAC 505.10.3: AT THE BOTTOM OF A FLIGHT OF STAIRS, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE FAC 504.5: STAIR NOSINGS SHALL BE AS SHOWN AT RIGHT. � STAIR FOR A HORIZONTAL DISTANCE AT LEAST EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER (a) (b) (c) (d) NOSING. THEY SHALL RETURN TO A WALL, GUARD, THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO radius of tread edge angled riser curved nosing beveled nosing o THE HANDRAIL OF AN ADJACENT FLIGHT. Q FAC 501 STAIRS SHALL HAVE HANDRAILS ON BOTH SIDES THAT COMPLY WITH FAC 505. i z (typical for all profiles) ¢ STAIR NOSINGS (FAC 504.5) _ TYPICAL TOILET ACCESSORY MOUNTING HEIGHTS NOTES: 1. FOR ACCESSORY PRODUCT INFORMATION SEE SHEET A710. 2. ALL ACCESSORIES PURCHASED AND INSTALLED BY G.C. UNLESS OTHERWISE NOTED. 3. ALL WOOD FRAMING, BLOCKING, ETC. SHALL BE FIRE RETARDANT TREATED LUMBER. THE GENERAL CONTRACTORIS RESPONSIBLE TO PROVIDE WOOD BLOCKING AS REQUIRED FOR THE INSTALLATION OF ALL MILLWORK, PLUMBING FIXTURES, TOILET ACCESSORIES ETC. I I I I €s I I I I 48 In `30 minJ fo(rwa,d parallel CLEAR FLOOR SPACE (FAC 305.3 & 305.5) r------- , I ]SE 9 I 230 I L-_-- _ - 6 max 17-25 (a) 150 43M35 plan elevation pla TOE CLEARANCE (FAC 306.2) sa I I I I I I I I I I 1 i GRAB BAR (2) I 1 I I I 30" x 48" CLEAR i PLAN FLOOR SPACE I 1 I I I 54" MIN I i I I I I------------J 42" MIN. 1 ' I 1MIN II Z � �. I I rrrrv\ 15" MIN. 15" MIN. CLEAR FL OR SPACE TOILET m PAPER Z 0 - �0 O M Z 11" MIN. FRONT ELEVATION 25" MAX H/C LAVATORY CLEARANCES NOTE: HOT WATER LINES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. SAN. I NAPK. DISP. 12" a we c SIDE ELEVATION FRONT ELEVATION H/C WATER CLOSET CLEARANCES �J TACTILE EXIT SIGN @ ALL REQUIRED EXITS PER FAC 703.4 - SEE NOTE ON SHEET G001.2 9" 18" CLEAR ACCESSIBLE TOILET ROOM SIGNAGE (WOMEN SAME) LATCH SIDE OF DOOR (MAINTAIN 18" CLEAR WIDTH) - PICTOGRAM, TACTILE & BRAILLE PER FAC 703 ,- L- -, --------I wN w ¢ �¢o aw M w vow w U)0 v N _J 12O m z = O ti Fes-- F-ZUd 004�0 N v OUO � � BABY CHANGING TABLE 0C7wUJ w OF- 00 w U v O U_ z o�W VERTICAL CHANGE IN LEVEL (FAC 303.2) 2 � 4 TMNEW I7 3 BEVELED CHANGE IN LEVEL (FAC 303.3) T-SHAPED TURNING SPACE (FAC 304.3.2) 54 min 12 max 42 min SIDE WALL GRAB BAR (FAC 604.5.1) m 11! � 7-9 DISPENSER OUTLET LOCATION (FAC 604.7) CLEAR WIDTH OF AN ACCESSIBLE ROUTE (FAC 403.5.1) 00 N M � S r°0i co V S (a) (b) (c) stairs ramps walking surfaces HANDRAIL HEIGHT (FAC 505.4) 4-6A perimeter NON -CIRCULAR CROSS SECTION (FAC 505.7.2) 12 min 305 TOP ANDRAIL EXTENSION AT STAIRS (FAC 505.10.2) 16-,8 17-19 (a) (b) wheelchair ambulatory accessible accessible water water closets closets WATER CLOSET LOCATION (FAC 604.2) 36 in 24amio 12 min a transfer id REAR WALL GRAB BAR (FAC 604.5.2) 2 a min HAND IL CLEARANCE(FFPC FIFTH EDITION, SECTION 7.2.2.4.4.5) Note. X = tread depth BOTTOM HANDRAIL EXTENSION AT STAIRS (FAC 505.10.3) b 180 delgree turn 180 degree turn (Exception) CLEAR WIDTH AT TURN (FAC 403.5.2) CLEARANCE AT WATER CLOSET (FAC 604.3.1) E 1!4 Mn IiL proacv1g ooi.cl. recesaod'objI SPACING OF GRAB BARS (FAC 609.3) if HORIZONTAL PROJECTION BELOW (FAC 505.6) HANDRAIL EXTENSIONS AT RAMPS (FAC 505.10.1) 0 0 LU Q Q _z I­_9Lu Z Z t0- � U a = U v lq O ¢ p5 N 00 -W J ~ 00 '� tt co Z N O H Y V_ U M in Z ¢ Cry M in O 'I (V FEMININE TOILET SOAP HAND PAPER TOWEL CONVENIENCE NAPKIN TISSUE DISPENSER SANITIZER DISPENSER/TRASH SHELF DISPOSAL DISPENSER DISPENSER (by RECEPTACLE (WOMEN) Chipotle vendor) STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 \�wM 111111i1111/1l� / OF Fi De 1 1 CJ c AR0014815 s4111" VL � 1 �n If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. �p 0 >01 - ' r� < Vlow 3 �► V +j c A N G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM � Cf' Q m 00 _JwM J J M u- = J Z = J JLU J = >- O (/)UJ � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: 1 12.29.20 CODE CHANGE Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: ACCESSIBILITY REQUIREMENTS G003 STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 OF F4 �AO De A. ca Co 0014815 If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. /\Por .(Inn-)- 1. 3v \+� CA N CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 00 M cn = w m � Z oC O I-- 2 N m J J (D R:t ILp J J = }- ICL Lu � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: CONTRACTOR VERIFICATION PLAN CONTRACTOR VERIFICATION PLAN 1/4" = V-0" G004 DIVISION 1- GENERAL REQUIREMENTS SECTION 01100 - SUMMARY 1.1 Contract Documents: A. Contractor shall use the following Tenant provided documents in the negotiation and execution of the Work. Contact Tenant's office for copies of these documents: 1. Chipotle Instructions to Bidders. 2. Construction Contract for Chipotle Mexican Grill. B. Definitions: 1. The term "Owner" used in these documents refers to the building Owner/Landlord. 2. The term "Tenant" used in these documents refer to the restaurant Tenant, Chipotle Mexican Grill, Inc. 3. The term "Contractor" used in these documents refers to the entity responsible for performing the Work under Construction Contract for Chipotle Mexican Grill. 1.2 Scope of Work: A. The Work shall include construction of the site and building facilities as shown and specified in these Specifications and Drawings. B. When required and necessary, the Tenant will provide a subsurface exploration report as an attachment the bidding documents. SECTION 01300 - ADMINISTRATIVE REQUIREMENTS 1.1 Coordination: A. Immediately inform the Architect of discrepancies between the information indicated in the Contract Documents and existing project conditions, and of discrepancies between information indicated on the Architectural, structural, mechanical, plumbing and electrical documents. B. Prior to fabrication and installation of new components, field verify all existing and new dimensions and installation conditions that may affect the Work. Do not scale the drawings to establish locations of items that are not located using dimensions. 1. All dimensions are to rough face of stud or centerline of structure, unless otherwise indicated. 2. Verify that all Subcontractors have reviewed and coordinated locations of their equipment and furnishings exposed to view with the Architectural drawings. Review questions with the Architect. C. Coordinate new work indicated on the Contract Documents with new work that may be provided by the Owner and Tenant under separate contracts. fixtures, furniture and equipment identified as b D. Coordinate the work of Vendors, Contractors and Subcontractors providing to es,y Tenant" in these drawings and specifications. 1. Notify the Tenant in timely fashion if any problems develop with the performance of these Vendors, Contractors or Subcontractors. E. Coordinate the scheduling, sequencing, and the work of all trades and Subcontractors to assure efficient and orderly sequences of installation of interdependent construction elements. F. Verify that the utility requirement characteristics of operating equipment are compatible with the building utility services. Coordinate work of the various specification sections having interdependent responsibilities for installing, connecting to, and placing in service such equipment. G. Coordinate the installation and physical space requirements of plumbing, mechanical and electrical work that are indicated diagrammatically on the drawings. Follow routing shown for piping, ducts and conduit as closely as practical. Install runs parallel with and perpendicular to the line of the building. Utilize spaces as efficiently as possible to maximize accessibility for other work installation and for maintenance and for repair. 1. Conceal piping, ducts and conduit within the construction, except as otherwise indicated. 2. Coordinate locations of registers, fixtures and outlets with finish elements. H. Coordinate completion and cleanup work of all trades and Subcontractors in preparation for Substantial Completion. I. To minimize disruption of Tenant's activities after Tenant occupancy of the property, coordinate access to the property with the Tenant's Construction Manager for correction of defective work and work not in accordance with the Contract Documents. 1.2 Submittals: A. Only when indicated in the specifications or drawings submit shop drawings, product data, and/or samples to the Architect, Design Manager, and Development Analyst for review. All submittals shall be made directly to the Architect by the general contractor. Only submittals for specified products will be accepted unless prior approval has been obtained for a substitution (refer to Section 01630). Shop drawings: Submit electronic copies of each sheet of drawings. Shop drawings are original drawings prepared by the subcontractor or vendor for the purpose of conveying information to the Architect and/or Engineer on how a building element or product will be constructed in sufficient detail for the Architect and/or Engineer to determine compliance with the design intent. In all cases one copy of the submittal shall be returned to the General Contractor. Electronic submittals for shop drawing or product data in either PDF or DWF format are acceptable for review. All submittals, regardless of format, must bear the General Contractor's stamp indicating the submittal has been reviewed and approved. Any submittal not meeting the requirements set forth will be rejected by the Architect. Submittals shall be made with respect to the construction schedule to allow for adequate review time: allow (5) business days for review of submittals for any structural steel and trusses and allow (3) business days for review of submittals in all other divisions. Review timeline will commence from the time the submittal with General Contractor's approval stamp is received by the Architect, Design Manager, and Development Analyst. 1.3 Requests For Information A. In the event that the General Contractor, or a subcontractor, at any tier, determines that some portion of the drawings, specifications, or other contract documents requires a clarification or interpretation by the Architect, the General Contractor shall submit a Request For Information in writing to the Architect in an electronic copy. Requests for Information may only be submitted by the General Contractor and may only be submitted to the Architect. The General Contractor shall clearly and concisely set forth the issue for which clarification or interpretation is sought and why a response is needed from the Architect or the Architect's consultants. In the Request for Information, the General Contractor shall set forth an interpretation or understanding of the requirement along with an explanation of why such an understanding was reached. B. The Architect will review all Requests for Information to determine whether they are Requests for Information within the meaning of this term. If the Architect determines that the document is not a request for information, it will be returned to the General Contractor, un-reviewed as to content, for re -submittal in the proper form and in the proper manner. Responses to Requests for Information shall be issued upon receipt, but no later that five (5) working days of receipt of the Request from the General Contractor; unless the Architect determines that a longer amount of time is necessary to provide an adequate response. If a longer amount of time is determined necessary by the Architect, the Architect will, within five (5) working days of receipt of the Request, notify the General Contractor of the anticipated response time. If the general contractor submits a Request for Information on an activity with five (5) working days or less of float on the current project schedule the General Contractor shall not be entitled to any time extension due to the time it takes the Architect to respond to the Request provided that the Architect responds within the parameters set forth above. C. Responses to Requests for Information from the Architect will not change any requirements of the contract documents. In the event that the General Contractor believes that a response to a Request For Information will cause a change to the requirements of the contract documents, the General Contractor shall immediately give written notice to the Architect and the tenant stating that the General Contractor considers the response to be a Change Order. Failure to give such written notice immediately shall waive the General Contractor's (or any subcontractor's) right to seek additional time or cost under the Administrative Requirements of these contract documents. SECTION 01400 - QUALITY REQUIREMENTS 1.1 Regulatory Requirements: A. Perform all work in accordance with applicable local, state, and federal building codes, plumbing codes, mechanical codes, electrical codes, ordinances and rules and regulations governing food service establishments. B. Comply with local, state and federal requirements governing acces sibility. . C. Obtain all required demolition and erosion control permits required by authorities having jurisdiction. 1.2 Quality Control: A. Maintain quality control over manufacturers, suppliers, products, services, site conditions and workmanship, to produce work of specified quality. B. Comply with manufacturer's instructions and applicable trade standards. C. Handle, install, connect, clean, condition and adjust products in strict accordance with manufacturer's instructions and complying with specified requirements. 1. Request clarification from the Architect before proceeding, where manufacturer's instructions conflict with the Contract Documents. D. Comply with specified standards as a minimum quality for the Work, except when more stringent tolerances, codes or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of the specified quality. Secure products in place with positive anchorage devices designed, sized and installed to withstand stress, vibration, physical distortion or disfigurement. F. All dimensions shall be considered "hold -to" dimensions unless indicated otherwise (e.g. minimum or maximum dimensions.) 1.3 Testing: A. Employ and pay for the services of an independent testing laboratory to perform inspections, tests and other services when required. B. Include inspection and tests as indicated in the specification sections, drawings, and as required by authorities having jurisdiction. 1. Test concrete in accordance with Section 03300 and drawing requirements. 2. Test structural steel in accordance with Section 05110 and drawing requirements. SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS 1.1 Provide temporary facilities and controls as shown and specified: A. Codes and Standards: Provide temporary construction facilities and controls complying with all applicable local, State and Federal local laws, regulations and codes and utility company requirements. B. Temporary Heating, Ventilating and Cooling: 1. Provide, pay for and maintain all temporary heating, ventilating and cooling equipment and facilities required during the progress of the work to protect materials, finished work, and equipment against damage from low and high temperatures and humidity. 2. Provide temporary heating, ventilating and cooling when the outside temperature and humidity is low/high enough to damage or affect in any way the performance or quality of material and product stored in the building, in any temporary storage area, or any material or product incorporated into the work. 3. Provide temporary heating, ventilating and cooling when the outside temperature and humidity is low/high enough to significantly slow or hamper effectiveness of workers and to provide suitable working conditions. C. Temporary Electrical Lighting and Power: 1. Provide, pay for and maintain all temporary electrical service for lighting and power required during the progress of the work. Include all necessary wiring, fuses, disconnect switches, safety devices, junction boxes, panels, ground fault protections, and transformer if required. Include cost for providing temporary electric generators in the Contract Sum, if temporary electric service is not available for use during progress of the work. 2. Temporary service and lighting and power items and installations shall conform to the requirements of the NFPA National Electric Code and OSHA Occupational Safety and Health Act of 1970. D. Water: Provide, pay for and maintain all temporary water required during the progress of the work. Include all necessary storage tanks, piping, valves, fittings, hose and hose connections during construction and testing. E. Temporary Toilets: Provide, pay for and maintain temporary toilet facilities for use by the Contractor, Contractor's employees and all Subcontractors and Subcontractors' employees. Comply with all local requirements for installation, use and maintenance of temporary toilet facilities. F. Barriers and Enclosures: 1. Provide temporary construction barriers in accordance with project requirements. Exercise all necessary precautions to protect adjacent properties, outside project contact limits, during progress of the work. Take special precautions to avoid damage to existing overhead and underground utilities and services owned or operated by the Owner or by public or private utility companies. 2. Provide temporary weather -tight enclosures at exterior openings to provide acceptable working conditions and protection of materials and to allow for temporary heating, ventilating and cooling. G. Field Office, Telephone and Email: 1. Provide and maintain a temporary field office at the project site during progress of the work. A designated area within the existing building will be available for use as a temporary field office. Verify area size and location with the Tenant. 2. Maintain copies of permits, approved shop drawings, specifications, addenda and record documents at field office. 3. Provide temporary telephone service and internet service with email and photo capabilities to field office throughout progress of the work. 4. Provide weekly photographic documentation of project progression to Tenant. H. Safety and Security 1. Provide and maintain all necessary safety provisions for protection and safety of the project work, workers and general public. 2. Provide and maintain operable fire extinguishing devices in well -marked, accessible locations throughout the project. Provide types, quantities and locations in compliance with governing codes and ordinances. 3. Provide all necessary security barriers and enclosures to protect the work and Tenant's operations from unauthorized entry of persons, vandalism and theft. Provide doors, when required, with self -closing hardware and locks. I. Cleaning 1. During Construction: Provide an approved on -site container for the use of all Contractors and Subcontractors for the collection of waste materials, debris and rubbish. Execute periodic cleaning to keep the work, the site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris, resulting from construction operations. Remove crates and cartons in which materials, equipment, or fixtures are received to on -site containers daily. a. Maintain the property in a clean and orderly condition. Remove waste materials, debris and rubbish from the site on a daily basis and dispose of at legal disposal areas away from the site. 2. Dust Control: a. Remove debris and rubbish from pipe chases, plenums and other similar closed or remote spaces prior to covering or enclosing the space. b. Sweep and vacuum clean interior surfaces before start of surface finishing and painting. Continue cleaning on an as - needed basis until finishing and painting is completed. c. Cleaning operations shall be acceptable to the Tenant's Construction Manager. SECTION 01630 - SUBSTITUTIONS 1.1 General: A. Products, including materials, equipment and systems described in the Contract Documents establish the standards of required function, dimension, appearance, quality and performance of the Work. Base all bids on the "Standards" indicated. B. Requests by the Contractor for changes in products, manufacturers, fabricators, suppliers, installers, and methods of construction required by the Contract Documents are considered requests for "substitutions:" Substitutions will be considered only under the following conditions: 1. The indicated "Standard" cannot be provided within the Contract Time 2. The indicated "Standard" cannot receive necessary approval by the governing authority. 3. A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit as determined by the Architect. C. Submit each request for substitution to the Architect. Identify the product, manufacturer, fabricator, supplier, installer or the fabrication or installation method to be replaced in each request. Identify related Specification Section and Drawing numbers. Provide documentation as directed by the Architect. D. Substitutions will not be considered when indicated on shop drawings or product data submittals without separate written request, when requested directly by subcontractor, manufacturer, fabricator, or supplier, or when acceptance will require substantial revision of the Contract Documents. E. Substitute products, manufacturers, fabricators, suppliers, and installers shall not be used for the Project without Tenant and Architect's written acceptance. SECTION 01700 - EXECUTION REQUIREMENTS 1.1 Preparation: A. Protection of existing construction: Use all necessary care and appropriate means and methods to protect and prevent damage to existing construction and property not part of the Contract Work. Repair and refinish or replace construction an property damaged during construction work, at Contractor's expense. 1.2 Selective Demolition: Provide selective demolition as shown and specified. A. Preparation: 1. Coordinate work of this Section with work of various Contractors and Tenant's staff. 2. Maintain protected access at all times. 3. Erect and maintain weatherproof closures at exterior openings. 4. Erect and maintain dust -proof interior partitions to prevent spread of dust or fumes. 5. Erect and maintain barricades, enclosures, bracing, shoring, lights, warning signs and guards necessary for worker and public safety and protection of property. 6. Disconnect, remove and cap designated utility services. Identify and mark locations of disconnected and capped utilities at the project site and on Project Record Documents. 7. Notify and coordinate with the Tenant's Construction Manager and the building Owner for any demolition occurring outside the lease limit. 8. Coordinate hours of operation and construction access with the Tenant's Construction Manager and the building Owner. B. Selective Demolition 1. Remove existing construction to accommodate new construction as indicated. 2. Perform selective demolition in an orderly, systematic and careful manner with least possible disturbance to public and adjacent property. Use of explosives is prohibited. 3. Immediately remove from the site and legally dispose of demolished materials, except as indicated otherwise. Do not burn or bury materials on the project site. 1.3 Cleaning A. Final Cleaning: Perform final cleaning upon completion of project work. 1. Remove waste and surplus materials, rubbish, tools, equipment and temporary construction facilities from the site. 2. Clean exterior grounds; remove stains, spills and foreign materials from paved areas, power wash and sweep clean. Rake clean landscaped surfaces of the grounds. 3. Remove temporary protection and labels not required to remain. 4. Clean all finished surfaces. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from exposed interior and exterior surfaces. a. Clean all plumbing, fire protection and electrical fixtures and equipment including ceiling area elevated ductwork and lighting fixtures. b. Clean permanent equipment filters and replace temporary disposable filters in mechanical units used during construction. c. Clean ducts, blowers and coils if mechanical units were operated without filters during construction. 5. Clean interior and exterior glazing and mirrors, polish transparent and glossy surfaces and clean floors with appropriate materials and equipment. 6. Remove waste, foreign material and debris from roofs, areaways and drainage systems. 7. Before Tenant occupancy, conduct an inspection, with the Tenant, of exposed interior and exterior surfaces at all work areas, to verify that the entire work is clean. 1.4 Starting and Adjusting: A. Prior to Substantial Completion, coordinate the start-up, test and balance, placement in operation and adjustment all systems, controls and equipment to verify proper operation. All systems shall be complete and operating prior to final inspection. 1.5 Contract Closeout: A. Operation and Maintenance Data: Submit one operation and maintenance manual, bound in 8-1/2" x 11" text pages, three D side ring capacity expansion binders with durable plastic covers. 1. Subdivide the binder contents internally with permanent dividers logically organized as described below. Provide tab titles clearly printed under reinforced laminated plastic tabs. 2. Provide a table of contents with each product or system description identified. 3. Provide a directory listing names, addresses, and telephone numbers of the project Architect/Engineer, Contractor, Subcontractors and major equipment suppliers. 4. Prepare operations and maintenance instructions arranged by system and subdivided by specification section. Identify names, addresses, and telephone numbers of project Subcontractors and suppliers. For each category, identify the following: a. Significant design criteria. b. List of equipment. c. Parts list for each component. d. Operating instructions. e. Maintenance instructions for each equipment item and systems. f. Maintenance instructions for special finishes, including recommended cleaning methods and materials and special precautions for identifying detrimental agents. 5. Submit operations and maintenance data to the Tenant with final application for payment in accordance with Exhibit C of the Construction Contract. B. Record/As Built Documents: 1. Prepare and maintain on site one set of the following record/as built documents: a. Contract Documents. b. Construction Documents. c. Change orders and other modifications to the Contract. d. Shop drawings, product data, and samples. e. Construction schedule. 2. Store record/as built documents separate from documents used for construction. 3. Record actual revisions to the Work, concurrently with construction progress. 4. Legibly mark and record a description of actual products installed at each specification section, including the following: a. Manufacturer's name and product model and number. b. Approved product substitutions or alternates utilized. c. Changes made by addenda, change orders, and other modifications. 5. Legibly mark each item to record actual construction, including the following: a. Measured depths of foundations in relation to finish first main floor datum. b. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. c. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the work. d. Field changes of dimension and detail. e. Details not on original Contract Document drawings. 6. Submit record/as built documents to the Tenant with final application for payment in accordance with Exhibit C of the Construction Contract. C. Warranties and Bonds: 1. Compile warranties and bonds required by the Contract Documents. 2. Submit duplicate copies of warranties and bonds to the Tenant with final application for payment in accordance with Exhibit C of the Construction Contract. D. Maintenance Materials and Spare Parts: 1. Provide extra maintenance materials and spare parts in quantities indicated in the specification sections. 2. Place in location as directed by the Tenant's Construction Manager. DIVISION 2 - SITE CONSTRUCTION 1.1 General: Provide site construction work, including services, utilities, earthwork, paving and landscaping in accordance with the site construction work drawings and details. DIVISION 3 - CONCRETE SECTION 03300 - CAST -IN -PLACE CONCRETE 1.1 General: Provide cast -in -place concrete work in accordance with the General Structural Notes, structural drawing and details. Follow shell building documents for specifications, joints and geotech. A. Standards: Materials and construction shall conform to the following: 1. ACI 117 "Standard Tolerances for Concrete Construction and Materials." 2. ACI 301 "Structural Concrete for Buildings." 3. ACI 305R "Recommended Practice for Hot Weather Concreting." 4. ACI 306R "Recommended Practice for Cold Weather Concreting." 5. ACI 315 "Details and Detailing of Concrete Reinforcement." 6. ACI 318 "Building Code Requirements for Reinforced Concrete." 2.1 Materials: A. Under Slab Vapor Retarder: Stego Industries LLC, 877-464-7834, internet www.stegoindustries.com high density polyethylene Stego Wrap (10 mil) Vapor Barrier meeting or exceeding ASTM E1745 performance criteria for Class C vapor retarders. 1. Seam Tape: High density polyethylene tape with pressure sensitive adhesive. 2. Pipe boots: Shop or site fabricated from vapor retarder material and seam tape. B. Concrete: 1. Portland Cement: ASTM C150, Type 1 2. Aggregate: ASTM C33. 3. Water: Clean and potable. 4. Reinforcement: When required, comply with drawings reinforcement requirements. 5. Compressive Strength: Minimum 3000 psi at 28 days. 6. Admixtures: All admixtures shall be approved by the Tenant's Construction Manager prior to placement in the concrete mix. C. Topping Concrete: When required to suit installation conditions, Ardex Diama-Top of Ardex Engineered Cements (888) 512-7339, internet www.ardex.com 1. ULTRAFLOR ARDEX DIAMA-TOP, self -leveling concrete repair material. 2. Any pinholes that need to be filled shall be filled with ARDEX DIAMA-FILL filling compound for polished concrete, concrete terrazzo and other cementitious wear surfaces applied at the appropriate time during the polishing process. 3. The primer for areas to receive ARDEX DIAMA-TOP will be ARDEX EP 2000 Substrate Preparation Epoxy. 4. Installation shall be performed by factory -trained professional applicators in strict accordance with manufacturer's installation instructions. 3.1 Installation A. Vapor Retarder: Place, protect and repair vapor retarder sheets in accordance with ASTM E1643 and manufacturer's installation instructions. 1. Provide a single layer of vapor retarder material over level compacted slab base. 2. Lap joints and seams 6 inches and seal with seam tape. 3. Seal all penetrations and repair damaged areas before concrete placement. B. Reinforcement Place and inspect all reinforcing steel before concrete is placed. C. Concrete Placement: 1. Place cast -in -place concrete in accordance with ACI 301 and ACI 305R and 306R recommended practices for hot weather and cold weather concreting. Do not place concrete when temperature is below 40 degrees F. 2. Wet cure concrete in accordance with ACI 301, using moist curing or moisture -retaining covers D. Finish: Except where additional floor finish is scheduled, provide a smooth steel trowel finish. 1. Exposed concrete used as a finish floor surface shall have a smooth finished surface, uniform in texture and appearance and free of trowel marks and other defects affecting ease of maintenance. 2. Grind smooth surface defects as directed by the Tenant's Construction Manager. E. Testing: When required, comply with drawings and specification sections testing requirements. F. Topping Concrete: Prepare concrete floor slab substrate surfaces, prime substrate surfaces, mix, install and finish topping concrete in accordance with manufacturer's application instructions. SECTION 033600 - RESINOUS FLOORING 1.1 General: Section includes: Decorative resinous flooring systems. 1.2 System Description: A. Performance Requirements: Provide resinous flooring that has been manufactured and installed to maintain performance criteria stated by manufacturer without defects, damage or failure. 1.3 Quality Assurance: A. Qualifications: 1. Installer Qualifications: Installer experienced in performing work of this section who has specialized in installation of work similar to that required for this project. a. Installer shall be an established company with at least 3 years experience in the installation of polymer floors. b. Contractor shall demonstrate the ability to undertake and complete the required work and furnish documentation regarding the successful completion of projects of similar size and complexity. 2. Manufacturer Qualifications: Manufacturer shall be capable of providing technical support, qualified applicators, and approval of application methods. B. Pre -installation Meetings: Conduct a pre -installation meeting to verify flooring system specifications (color, texture, etc.), substrate analysis, and manufacturer's installation instructions. C. Pre -installation Testing: Conduct pre -installation testing as follows: 1. Water Vapor Transmission: Calcium Chloride tests should be conducted to determine the amount of water vapor coming through the slab. The results should be compared to limitations set forth by the manufacturer. 2. Core Sample Testing: (optional) Core samples should be taken and analyzed if the installer believes there to be a problem with the integrity of the substrate that may affect flooring system performance. 1.4 Delivery, Storage & Handling: A. Ordering: Comply with manufacturer's ordering procedures and allow for enough lead-time for custom blends so as not to interfere with construction schedules. B. Delivery: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. C. Storage and Protection: Store materials where they are protected from direct sunlight and harmful weather conditions. Meet manufacturer's condition for temperature, humidity, etc. 1.5 Project Conditions: A. Environmental Requirements/Conditions: Substrate and ambient air temperatures shall be in accordance with manufacturer's requirements. B. Temperature Requirements: Maintain air temperature in spaces where products will be installed for time period before, during and after installation as recommended by manufacturer. 2.1 Materials: A. Resinous Flooring: Manufacturer: aiflooring 1. Contact: 1218 West 41st Street, Suite B, Tulsa, Oklahoma 74107. Phone: 918-445-0627 2.1 Flooring System: A. System Description: Clear, thin film system 18-22 mils thick with texture agent added for slip resistance. 1. Terra Prime: A 2 component, 100%solids clear polyamide-cured epoxy coating. 2. TerraThane Satin: A 2 component, 90% solids polyurea clear finish coat. 3. TerraGrip: A graded, plastic aggregate added to finish coat for slip resistance. 2.3 Product Substitutions: A. Substitutions: No substitutions permitted. 2.4 Source Quality: A. Source Quality: Obtain resinous materials, including patching and leveling materials from a single manufacturer. 3.1 Manufacturer's Instructions: A. Compliance: Comply with manufacturer's product data, including product technical data sheets and application instructions. 3.2 Examination: A. Site Verifications of Conditions: Verify substrate conditions, which have been previously installed under other sections, are acceptable for product installation in accordance with manufacturer's instructions. 1. Before applying materials, inspect surfaces to receive new materials and report any unsatisfactory conditions. Absence of any such report shall constitute installer's acceptance of surfaces as satisfactory for installing materials. STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 DP F4 0 O A R " It i�/ 00 De l� �';. 9 \ I O *I - RED A � 6 .2Q ' ; 0014815 , ��� r,_+ , C /"�/ l l l l l l l l l l l l n �� �AA,Av " If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. 0 0 OX -4 F `r +MCA N GQ� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 00 Q0 M 0 Z LU F_ t) 0 c-I cr_ qZJ' Q Ln M Ln J L> M J J J LL = 0 cri �." m = J J w Q Cr N CD >- l0 = d' 0- 1O LU r.., N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET__ Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: ARCHITECTURAL SPECIFICATIONS G010 1 11 -J1I1 I 3.3. Preparation: A. Adjacent Surfaces Protection: Protect adjacent work areas and finish surfaces from damage during product installation. B. Surface Preparation: 1. Mechanical Cleaning: Concrete floor surfaces receiving polymer flooring systems shall be thoroughly cleaned and prepared by shotblasting and/or diamond grinding. 2. Patching Damaged Substrate: Holes, voids, static cracks, and other substrate surface defects should be patched and repaired according to manufacturer's recommendations. 3. Prepare and clean control joints well and fill with an appropriate elastomeric. 3.4 Installation: A. Resinous Flooring Installation: The following are abbreviated guidelines that should provide for basic application steps for the installation of the systems. Detailed instructions should be obtained from the manufacturer. 1. Patching: After substrate preparation, surface defects shall be patched according to manufacturer's recommendations. 2. Priming: Apply aiflooring TerraPrime, 100% solids epoxy primer, at a rate of 125-150 square feet per gallon. Allow 6-12 hours (depending on temperatures) of cure before applying finish coat. Finish coat must be applied within 24 hours of TerraPrime application. 3. Finish Coat: Apply aiflooring TerraThane Satin, 90% solids polyurea topcoat, at a rate of 200 square feet per gallon. TerraGrip should be added to the TerraThane mix at a rate of 1 pint per 3 gallon kit for slip resistance. Note that TerraThane Satin must be metered out by notched squeegee prior to rolling. B. Cleaning: Remove temporary coverings and protection of adjacent work areas. Repair or replace damaged installed products. Clean installed products in accordance with manufacturer's instructions prior to Owner's acceptance. Remove construction debris from project site and legally dispose of debris. 3.5 Protection: A. Protection: Protect installed product and finish surfaces from damage during construction. SECTION 0339S - CONCRETE SEALING AND POLISHING 1.1 General: Provide a sealed and polished concrete floor finish as shown and specified. A. Standards 1. American Society for Testing and Materials: a. ASTM-C779, Standard Test Method for Abrasion Resistance of Horizontal Concrete Surfaces. b. ASTM G23-81, Ultraviolet Light & Water Spray c. ASTMC805, Impact Strength 2. American Concrete Institute a. ACI 302.1R-89, Guide for Concrete Floor and Slab Construction B. Submittals: Provide the following: 1. Manufacturer's product data, specifications and installation instructions. Include Material Safety Data Sheets (MSDS) and identify application requirements, curing time and safety requirements. 2. Certified test reports, prepared by an independent testing laboratory, confirming compliance with performance criteria. 3. Manufacturer's certification that installer is a certified applicator of special concrete floor finishes, and familiar with manufacturer's installation procedures and requirements for the specified sealed and polished concrete floor finish. 4. Manufacturer's and installer's written acceptance of substrate surface and installation conditions. C. Quality Assurance: 1. Installer Qualifications: a. Use a certified installer and adequate number of skilled workmen who are thoroughly trained and experienced in the necessary craft. b. The special concrete finish manufacturer shall certify the applicator. c. Applicator shall be familiar with the specified requirements and the methods needed for proper performance of work of this section. Applicator shall have not less than three years successful experience installing sealed and polished floor finishes similar to those required for this project. d. Provide a letter of certification from special concrete finish manufacturer stating that installer is a certified applicator and is familiar with proper procedures and installation requirements required by the manufacturer. 2. Protection: Contractor shall provide all necessary materials, means, methods and procedures acceptable to the floor finish manufacturer and required to protect the concrete floor surface and provide a suitable substrate for the installation of the specified sealed and polished concrete floor finish. D. Project Conditions: 1. Comply with the floor finish manufacturer's environmental limitations for substrate temperature and moisture content, ambient temperature, and humidity, ventilation and other conditions affecting the special floor finish performance. a. Concrete must have an average Floor Flatness rating of at least 40. b. Concrete must have an average Floor Levelness rating of at least 40. c. Concrete must be cured a minimum of 28 days or as directed by the manufacturer before application of RetroPlate can begin. Wet cure of the concrete is preferred. No concrete sealer is necessary. d. Application of RetroPlate shall take place prior to installation of equipment, thus providing a complete, uninhibited concrete slab for application. 2. Before general sealer/hardener application, prepare and coat a jobsite test area of size acceptable to the Architect, to verify and approve proper surface preparation, application techniques and coverage rate. 3. Close finished floor areas to traffic during floor finish application and after application for time period directed by the floor finish manufacturer. 4. The completed RetroPlated slab will be covered to prevent damage by the other trades during store completion. 2.1 Materials A. Hardening/ Sealing Agent 1. RetroPlate 99 manufactured by Advanced Floor Products Inc. (801) 812-3420 www.retroplatesystem.com 2. RetroGuard Stain Inhibitor 3. Joint Filler: CreteFill Pro 75. Two component 100% solids non -staining Polyurea Elastomer. 4. Spall Repair: Multiple minor surface defects and irregularities: Crete Fill Spall Repair: High Strength hybrid urethane, two part 100% solids. 5. Coefficient of friction for Retroguard finish shall not be lower than .40. 6. Manufacturer's Representative: Contact Scott Maxfield at RetroPlate for a list of Certified Applicators (888)942-3144 scott.maxfield@retroplatesystem.com 3.1 Installation A. Surface Conditions 1. Examine substrate, with installer present, for conditions affecting performance of finish. Correct conditions detrimental to timely and proper work. Do not proceed until unsatisfactory conditions are corrected. 2. Verify that base slab meets finish and surface profile requirements in Division 3 Section "Cast -In -Place Concrete," and Project Conditions above. 3. Prior to application, verify that floor surfaces are free of construction latents. B. Application The following RetroPlate process will be followed as listed below: A concrete grinding machine must be used. Please proceed accordingly. The process is as follows: 1. Floors should be started using 50, 80 or 100 grit diamond pucks depending on the condition of the slab. 2. Clean the floor using automatic scrubber or comparable. 3. Grind floor using 200 grit resin diamonds. 4. Clean the floor using automatic scrubber or comparable. 5. Apply RetroPlate 99 to floor at 200 sq. ft. per gallon, scrubbing product into the floor and allowing product to soak until turning slick. If it becomes sticky, apply water to the surface as necessary, leaving the product on the floor for at least 60 minutes. 6. Grind floor using 400 grit resin diamonds. 7. Clean the floor using automatic scrubber or comparable. 8. Clean and remove any excess RetroPlate. Let the floor dry overnight. 9. Continue the polishing process using 800 grit resin diamonds. 10. Clean the floor using automatic scrubber or comparable. 11. Alternately, depending on slab condition, grind floor using 1200-1500 grit resin diamonds. 12. Clean the floor using automatic scrubber or comparable. 13. The same process will be used for new floors as well as rehab floors. Floor prep for the rehab floors will be separate. 14. Apply an even coat of RetroGuard Sealer with a brush, roller, or low-pressure sprayer, and when surface is dry, burnish the floor with a black burnishing pad. Apply a second coat of RetroGuard one hour after the initial application, and again burnish the floor with a black burnishing pad. 15. Do not walk on surface for 12 hours, and do not introduce any water or moisture for at least 48 hours, allowing for proper drying and setting of RetroPlate and RetroGuard. Water will minimize the sealing properties of RetroPlate and RetroGuard. C. Start any of the floor finish applications in presence of manufacturer's technical representative. D. Sealing, Hardening and Polishing of Concrete Surface 1. Concrete must be in place a minimum of 28 days or as directed by the manufacturer before application can begin. 2. Application is to take place at least 10 days to the prior to racking and other in-store accessory installation, thus providing a complete, uninhibited concrete slab for application. 3. Only a certified applicator shall apply RetroPlate 99. Procedures must be followed as recommended by the product manufacturer and as required to match approved test sample. 4. Achieve waterproofing, hardening, dust -proofing, and abrasion resistance of the surface without changing the natural appearance of the concrete, except for the sheen. 5. Polish to a level 2 shine. E. Workmanship and Cleaning 1. The premises shall be kept clean and free of debris at all times. 2. Remove spatter from adjoining surfaces, as necessary. 3. Repair damages to surface caused by cleaning operations. 4. Remove debris from jobsite a. Dispose of materials in separate, closed containers in accordance with local regulations. DIVISION 4 - MASONRY SECTION 04810 - UNIT MASONRY ASSEMBLIES 1.1 General: Provide unit masonry assemblies as shown and specified. A. Standards: Materials and construction shall conform to the following: 1. ACI 530.1-02/ASCE 6-02/TMS 602-02 "Specifications for Masonry Structures." 2. NCMA "TEK Bulletins." 3. BIA "Technical Notes on Brick Construction." 2.1 Materials: A. Concrete Masonry Units (CMU): Size and thickness as shown on drawings. 1. ASTM C 90, load -bearing, normal weight, natural color CMU, properly cured at time of delivery, linear shrinkage not to exceed 0.065%. 2. Provide special shapes where required. 3. Provide exterior wall CMU containing an integral polymeric water-repellent admixture. a. Manufacturer: W. R. Grace "Dry-BlockR System Block Admix". B. Face Brick: 1. Manufacturer: Watsontown Brick Company, 800-538-2040, internet www.watsontownbrick.com 2. Type: "Sturbridge M Type I Standard" complying with ASTM C216, Grade SW, Type FBS. No efflorescence when tested in accordance with ASTM C67. 3. Size: Modular size, laying three courses to 8" vertically. 4. Provide special shapes where required. C. Mortar Materials: 1. Portland cement: ASTM C150, Type I or III, natural color. 2. Masonry cement: ASTM C91, Type indicated, natural color. 3. Aggregate: ASTM C144, clean masonry sand. 4. Water: Clean, fresh and potable. 5. Provide all exterior wall masonry mortar containing an integral polymeric water-repellent admixture. a. Manufacturer W. R. Grace, "Dry-BlockR Integral Water -Repellent Mortar Admixture". D. Unit Masonry Mortar Mixes: ASTM C270 proportions by volume. 1. Face brick: Type N mortar. 2. Dye: SGS #44 by Solomon Grind Services. E. Reinforced Unit Masonry Grout Mixes 1. Concrete fill: ASTM C94 3,000 psi concrete. F. Joint Reinforcement, Wall Ties And Anchors: Finish, ASTM A-153 hot -dip galvanized 1. Manufacturer: Dur-O-WaI, Inc. 2. Horizontal joint reinforcement: Welded ladder type with matching corners and Tee units. a. Single Wythe masonry: Standard single 9 gage side and cross rods. Dur-O-WaI D/A 320 Ladur. 3. Anchoring devices: Provide strap anchors, inserts, bolts and rods of type and size indicated. a. CMU to CMU: Strap anchors 1/4" x 1-1/4" x 24" steel with bent ends. b. CMU to structural steel: Dur-O-WaI D/A 701-708 Triangle Ties with plain steel weld -on anchor rods to receive anchors. 4. Masonry veneer to cold -formed metal framing: Dur-O-WaI D/A 21OW Tri-Tie veneer anchors, with adjustable 3/16" cold - drawn steel wire tie sections and 14 gage screw -on attachment plate. a. Fasteners: Dur-O-WaI D/A 807 self -drilling, self -tapping screws, 1-1/4" x #10, corrosion -resistant coated. Provide two screw fasteners for each attachment plate. 5. Seismic masonry veneer to cold -formed metal framing: When required, Dur-O-WaI D/A 213S 14 gage screw -on Seismic Anchor Plates with D/A 213SP 12 gage Seismic Pintels and ,D/A 8706 9 gage Pencil Rods. - -self-drilling,r w 1-1 4 x #10 corrosion -resistant coated. Provide two a. Fasteners: Dur 0 WaI D/A 807 sc a s, / o screw fasteners for each attachment plate. G. Concealed Masonry Through -Wall Flashing: W. R. Grace "Perm -A -Barrier" self -adhering modified bituminous sheet, 40 mils thick. 1. Termination Mastic: W.R. Grace "Bituthene Mastic." 2. Primer: W.R. Grace "Bituthene P-300 Primer." 3. Termination bars: Extruded aluminum or stainless steel, 1" wide and .098" thick pre -punched at 6" on center, secured with stainless steel drive pins. H. Accessories 1. Reinforcing bars: ASTM A615, Grade 60, deformed billet steel bars of sizes indicated. 2. Wall weeps: Dur-O-WaI D/A 1006 "Cell Vent", clear flexible polypropylene co -polymer. 3. Compressible joint material: Dur-O-WaI "Rapid Soft -Joint" D/A 2010. 4. Bond breaker strips: ASTM D226 No. 15 asphalt saturated roofing felt. 5. Cleaning agents: a. Face Brick and CMU: ProSoCo, Inc., "Sure Klean New Masonry Cleaners." b. ACMU: ProSoCo, Inc., "Sure Klean Burnished Custom Masonry Cleaner." 6. Expansion/Control joint sealants: Polyurethane -based, elastomeric joint sealant complying with ASTM C920 and Section 07900 requirements. Color matched to adjacent surfaces. 3.1 Installation A. Preparation 1. Wet absorbent face brick masonry units requiring wetting, in accordance with BIA recommendations. 2. Lay concrete masonry units dry. 3. Establish, lines, levels and coursing. Ensure ties, anchors and flashing are correctly installed 4. Mix mortar cementitious materials and aggregate in a mechanical mixer. Add water in amount to provide satisfactory workable consistency of mortar. Retemper mortar as required within two hours of mixing to replace water lost be evaporation. Discard mortar after two and one-half hours of initial mixing. Do not use mortar after it has started to set. B. Installation - General: 1. Build walls and other masonry construction to the full thickness shown. Build single wythe walls to the actual thickness of the masonry units, using units of nominal thickness shown. 2. Cut masonry units using motor -driven masonry saws to provide clean, sharp edges. Cut units to fit adjoining work neatly. Provide 100% solid units where cores would be exposed. 3. Cold weather construction, hot weather construction, and masonry construction tolerances: Comply with unit masonry standard ACI 530.1/ASCE 6/TMS 602 requirements. C. Laying Masonry 1. Layout walls in advance to ensure accurate spacing of surface bond patterns, with uniform joint widths, and to properly locate openings, movement type joints, returns and offsets. Do not use less than half-size units at corners, jambs and other locations. 2. Lay up walls plumb and true to comply with ACI 530.1 tolerances. Provide square corners and angles, except as otherwise indicated, with courses level, accurately spaced and coordinated with other work. 3. Pattern bond: Running bond. Do not use units with less than 4" of horizontal face dimensions at corners or jambs. 4. Lay hollow CMU/ACMU with full mortar coverage on horizontal and vertical face shells. Bed CMU webs in mortar in starting courses. Maintain uniform 3/8" joint widths. 5. Lay face brick and solid CMU/ACMU with completely filled bed and head joints. Do not slush head joints. Maintain uniform 3/8" joint widths. 6. Compress and cut joints flush for masonry walls below grade or covered by other materials. 7. Tool joints in all exposed masonry work to a concave joint. 8. Provide interlocking masonry bond in each course at corners and intersecting walls. 9. As the work progresses, build in masonry accessories and related items. Fill in solidly with masonry around built-in items. a. Bed hollow metal frame anchors in mortar and fill space between hollow metal frames and masonry solid with fine mortar grout. b. Provide solid masonry bearing for all lintels, beams, joists, plates and load -bearing members. c. Take particular care to embed all conduits and pipes within concrete masonry without fracturing exposed shells and to fit units around switch, receptacle and other boxes set in walls. Where electric conduit, outlets, switch boxes and similar items occur, grind and cut units before building in services. d. Install anchors, plates and related work built into masonry work. e. Install reinforcing steel and concrete fill where indicated. Comply with drawing details. 10. Horizontal joint reinforcing: Provide continuous joint reinforcing at all concrete masonry walls as follows: a. In every second block course, 16" on center vertically, full height of wall and every block course where shown on the drawings. b. Lap reinforcement a full width at the corners and at intersections or use special fabricated sections. c. Fully embed side rods in mortar. 11. Anchoring masonry work: Provide anchoring devices of the type indicated or required. 12. Provide vertical expansion, control and isolation joints in masonry where indicated. a. When not indicated, at maximum 30'-0" on center. b. Locate control joints at points of natural weakness in masonry and acceptable to Architect. c. Joint sealant color shall match masonry materials sealed. 13. Lintels: Install loose steel lintels furnished under structural steel work where shown. Set lintels in full bed of mortar. 14. Flashing and weeps: a. Install concealed through wall masonry flashing at all wall sills, masonry openings in exterior walls with masonry above head, over all horizontal steel members built into masonry and elsewhere as indicated. Provide "drainage wall system" masonry construction. b. Provide end dams and positive slope to drain. Extend flashing vertically at least 8" and built into or anchor to back-up with a termination bar for a complete watertight installation. c. Flexible Membrane Flashing: 1.) Install membrane flashing in accordance with manufacturer's installation instructions. 2.) Fully adhere flashing to substrate. 3.) Lap flashing joints a minimum of 6", seal and roll with a hand roller. 4.) Trim bottom edge 1/4" back from exposed face of masonry. 5.) Seal edges, seams, cuts and penetrations with manufacturer's recommended mastic. 15. Install weeps in head joints of final course of exterior masonry wythe above flashing. Space weeps maximum of 24" on center horizontally and located to avoid door openings. Install weeps at head joints with outside face of weep material held 1/8" from the finish face of masonry unit. 16. Install compressible joint material at lintels and horizontal steel members. Build in joint fillers and seal with elastomeric joint sealant. D. Masonry Veneer Walls: 1. Metal framed walls: Tie exterior masonry veneer wythe to back-up wall with individual metal ties screwed to metal stud framing. 2. Space ties 16" on center vertically and horizontally. 3. Maintain veneer wall cavity free of mortar droppings during masonry installation. E. Architectural Concrete Masonry Units: Install ACMU in accordance with the manufacturer's installation instructions and the following: 1. Draw ACMU from more than one pallet at a time during installation. F. Reinforced Concrete Masonry 1. Reinforce and fill CMU/ACMU wall and column masonry where indicated. Fill all cores solid with concrete fill. Comply with NCMA TEK Bulletins 3-2, 3-3A and 14-2 recommendations. a. Comply with drawing details for reinforcing steel size and spacing. 2. Install bond beams where indicated. Reinforce and fill units solid with concrete fill. Comply with drawing details for reinforcing steel size and spacing. G. Repair, Pointing and Cleaning 1. In process cleaning: Wipe off excess mortar as the work progresses. Dry brush with bristle brushes exposed masonry at the end of each day's work. Remove mortar spatters and joint ridges. 2. Clean all exposed masonry. Cleaning agents subject to Architect's approval. Before applying any cleaning agent to the entire wall, clean a sample wall area of approximately 20 square feet in a location acceptable to the Architect. Do not proceed with final cleaning until the sample area has been allowed to dry a minimum of 3 days and the test area cleaning approved. Protect all windows, doors, louvers, metal lintels and other corrodible parts. Damaged materials and work replaced at Contractor's expense. 3. Dry clean exposed surfaces to remove large particles of mortar using hardwood wood paddles and scrapers. Metal tools not acceptable. 4. Presoak exposed masonry surfaces by saturating with water and flush off loose mortar and dirt. 5. Apply cleaning solutions and clean masonry in accordance with the cleaning material manufacturer's cleaning instructions. 6. Muriatic acid cleaning of masonry not permitted. H. Architectural Concrete Masonry: 1. Keep ACMU walls clean during installation. Remove excess mortar on daily basis using brushes, rags or burlap squares. 2. Clean completed walls with detergent masonry cleaner recommended by the ACMU manufacturer. Acid cleaning agents, abrasive cleaners, tools or powders and metal cleaning tools and brushes are not permitted. 3. After final clean down and when walls are dry, apply ACMU acrylic finish coating in accordance with ACMU manufacturer's application instructions. DIVISION 5 - METALS SECTION 05120 - STRUCTURAL STEEL 1.1 General: Provide structural steel in accordance with the General Structural Notes and structural drawings and details. A. Standards: Materials and construction shall conform to following: 1. AISC "Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings." 2. AISC "Code of Standard Practice." 3. AWS "Structural Welding Code, D1.1-Steel." 2.1 Materials: A. Materials compliance: When requested, submit acceptable data documenting materials compliance for each type of material required. B. Structural Shapes: ASTM A36/A36M, 36 ksi steel. C. Tubular Steel: ASTM A500, 46 ksi yield strength steel, cold -formed welded and seamless. D. Structural pipe: ASTM A53, type and grade selected by the fabricator as required for design loading, standard finish, standard weight (Schedule 40) except as otherwise indicated. E. Grout: ASTM C1107, pre -mixed, shrinkage resistant, non-metallic, non -corrosive, non -staining grout. F. Shop paint primer: Refer to Section 09900 - Paints and Coatings. G. Fabrication: Fabricate structural steel in accordance with AISC "Specification - Structural Steel for Buildings" and "Code of Standard Practice." Provide welded or bolted connections in accordance with the Structural Drawings connection requirements. 1. Welding: Conform to AWS welding standards. Provide only continuous welds, spot welding is not acceptable. Grind all exposed welds smooth. 2. Splicing: Material, if spliced, shall have maximum one splice per structural member. Perform splicing by full penetration butt -welding using AWS qualified welders and welding methods. 3. Shop painting: Shop paint structural metal members, except members or portions of members to be embedded in concrete or masonry, surfaces and edges to be field welded and galvanized surfaces. Refer to Section 09900 - Paints and Coatings. 3.1 Installation: A. Erection: Erect structural steel in accordance with AISC "Specification - Structural Steel for Buildings" and "Code of Standard Practice". 1. Plumb, level and align base plates for structural members with steel shims. 2. Grout structural steel base plates solid that bear on concrete or masonry surfaces. B. Testing: When required, comply with drawings testing requirements. SECTION 05400 - COLD -FORMED METAL FRAMING 1.1 General: Provide cold -formed metal framing in accordance with the General Structural Notes and structural drawings and details. A. Standards: Materials and construction shall conform to following: 1. AISI SG02.2-01 "Design of Cold -Formed Steel Structural Members." 2. AWS "Structural Welding Codes, D1.3-Sheet Steel." 2.1 Materials: A. Materials compliance: When requested, submit acceptable data documenting materials compliance for each type of material required. B. Load -Bearing Cold -Formed Metal Framing: ASTM A1003, Gage, Grade and Type indicated. 1. Components: Provide sizes and shapes indicated. 2. Finish: Galvanized complying with ASTM A653, minimum G60 coating. C. Fabrication: 1. Cold -formed metal framing may be prefabricated into panels before erection. Fabricate panels plumb, square, true to line and braced against racking with joints welded. a. Provide one-piece full-length cold -formed metal framing members. Splicing not permitted. 2. Attach and join other components by welding or screw fasteners, as indicated. Wire tying of framing components is not permitted. 3. Cut framing to fit squarely for attachment to perpendicular members or as required for angular fit against abutting members. Hold members securely in position until properly fastened. 4. Saw cut field cut framing. Torch cutting not acceptable. 3.1. Installation: A. Erection: Erect cold -formed metal framing members of gage and at spacing indicated on the Structural Drawings. Align and secure studs to top and bottom runner tracks by welding or screw fasteners at both inside and outside flanges. B. Tolerance Acceptance: Install cold -formed metal framing member as indicated on the plans. Install to 1/16" tolerance. SECTION 05500 - METAL FABRICATIONS 1.1 General: Provide metal fabrications as shown and specified. A. Submit shop drawings for the following: 1. Patio Rail systems. a. Show thickness, size, construction and manner of assembling various members, joint locations and railing layout. b. Show true profiles, connections and relationship to adjoining work and methods of anchoring. 2.1 Materials A. Materials compliance: When requested, submit acceptable data documenting materials compliance for each type of material required. B. Steel Shapes: ASTM A36/A36M, 36 ksi steel. C. Stainless Steel: 1. Wall: 18 gage, ASTM A167, AISI Type 304 stainless steel, No. 4 finish. D. Diamond Plate: Nominal 1/8" thick ASTM B209, Alloy 6061-T6, Aluminum Diamond Tread Plate. 1. Wall: Bright reflective finish. 2. Floor: Mil finish. E. Patio Railing System 1. Submit shop drawings including the following: a. Show thickness, size, construction and welding, as well as assembly drawings. b. Show true profiles, connections of all typical joint configurations c. Show installation (fastening) and proposed grout (non -gypsum base) d. Show gate detail and gate hardware manufacturer and model number e. Patio railing plan, with dimensions and panel assembly locations. 2. Fabrication a. Patio rails and gate shall be fabricated from steel flat bar, 3/8" x 21/2", grade A36. b. Corner connector angles shall be 2 1/2" x 21/2" x 1/4" steel L angle. c. Gate hinges shall be a self closing, adjustable tension type. Hinge installation shall be drilled and tapped. Permanently welded are unacceptable. d. Gate stop shall have a rubber cushion stop and be affixed to the active gate. e. All corners and joints shall be seal welded and outside joints ground smooth. f. All welding spatter shall be removed before sand blasting. 3. Finish a. Patio railing shall be painted PPG Durethane, color 518-6 Knight's Armor. Refer to Section 09900 - Paints and Coatings for preparation. F. Exposed Fasteners: 1. Diamond Plate: #8 x 1" bevel headed stainless steel screw. 2. Patio Railing: a. All fasteners shall be stainless steel and powder coated to match railing sections. b. Spacer washers separating railing sections shall be 1 1/2" diameter and 1/2" thick they shall be one piece thick washers and not comprised of stacking washers c. Spacer washers shall be used on all straight sections and when railing panels join at 90 degree corner angles. G. Shop paint primer: Refer to Section 09900 - Paints and Coatings 3.1 Installation: Comply with the Architectural Drawing details and the following: A. Exposed Fasteners: 1. Flat Metal Panels: Provide 18" vertical and horizontal pattern or spaced equally if 18" pattern does not finish evenly. Exposed fasteners shall remain unpainted in natural factory supplied finish. 2. Diamond Plate: Provide counter sunk fasteners at perimeter of panels at 2'-0" on center maximum as well as fully adhering to surface. B. Stainless Steel: 1. Wall: a. Clean stainless steel panel with mineral spirits. b. Install stainless steel panels with Henry 117 oil based adhesive applied to wall with 1/8" notch tooth trowel. c. Trim seams as indicated on the Drawings. No exposed fasteners. C. Diamond Plate: 1. Wall: Mount over plywood substrate w/ flush exposed fasteners. 2. Floor: Provide continuous bead of silicone sealant to back side perimeter of plate prior to installation. 3. Mount with exposed fasteners. Provide continuous bead of silicone sealant to perimeter of plate after installation. D. Patio Railing System: 1. Railing posts shall be set 6" deep into a core drilled hole, 4"-6" diameter 2. Railing posts shall be grouted in using non gypsum quick set grout. 3. Railing posts shall be set in grout plumb and level, with a tolerance of 1/8" in 4 feet. E. Hand -inspect all joints and edges of installed metal materials. Unless otherwise indicated, fit exposed connections accurately together to form tight hairline joints. Grind and ease exposed joints, and edges smooth and free of burrs. STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 0 F p 4 PN0 D e �, 1. 16. '41 R0014815 �r + FR E D If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM < LIi 00 M 00 V) W M J .J M ==) LL- O O �- m J Z = J J LU Q UJ N (D O � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: ARCHITECTURAL SPECIFICATIONS G011 1' E_' I I I I I I I AAAtII I I A��" I� r r` LI I DIVISION 6 - WOOD AND PLASTICS SECTION 06100 - ROUGH CARPENTRY 1.1 General: Provide rough carpentry work as shown and specified. A. Standards: Materials and construction shall conform to following: 1. NIST PS-1-95 "Construction and Industrial Plywood." 2. NIST PS-2-95 "Performance Standards for Wood -Based Structural -Use Panels." 3. NIST PS-20-99 "American Softwood Lumber Standard." 4. NF&PA NDS-97 "Wood Construction and Supplement." 5. AWPA "Wood Treatment Standards." 2.1 Materials: A. Lumber: Factory grade -marked, dressed, seasoned dimension lumber, S4S, air-dried, maximum 19% moisture content complying with PS-20, dimensions indicated. 1. Blocking, nailers and similar members: Standard Grade Western Dimension Lumber or Southern Pine species. a. Provide preservative treated lumber, where indicated. B. Plywood: Factory grade -marked, complying with PS-1, square edge, 5/8" thick. 1. APA-RATED SHEATHING EXP1. a. Provide Exterior Grade (EXT) plywood, where indicated. b. Provide fire -retardant treated plywood, where required by Building Code. C. Oriented Strand Board (OSB): Factory grade -marked, complying with PS-2, square edge, 5/8" thick 2.2 Wood Treatment: A. Preservative Treatment: Comply with applicable requirements of AWPA Standards C2 (Lumber). 1. Pressure preservative treat lumber with water -borne preservatives, acceptable to authorities having jurisdiction, to a minimum retention of 0.25 pcf. 2. Treat wood blocking, nailers and similar members in connection with roofing and flashing. 3. Treat wood plates, blocking, furring and similar concealed members in contact with masonry or concrete. B. Fire -Retardant Treatment: Comply with applicable requirements of AWPA Standards C27 (Plywood). Identify "fire -retardant -treated plywood" with appropriate UL classification marking. 1. Treated materials shall meet "Interior Type A" FR-S ratings of not more than 25 for flame spread, smoke developed and fuel contributed when tested in accordance with UL 723 or ASTM E84, with no increase in flame spread and evidence of significant progressive combustion upon continuation of test for additional 30 minutes. C. Kiln -dry all treated lumber and plywood materials after treatment to maximum 15% moisture content. 3.1 Installation: A. Lumber: Provide wood blocking, nailers and similar members where shown and where required for attachment of other work and surface applied items. Attach to substrate as required to support applied loading. 1. Use only sound, seasoned materials of longest practical lengths and sizes to minimize joints. 2. Use materials free of warp. Make tight connections between members. SECTION 06210 - FINISH CARPENTRY AND MILLWORK 1.1 General: Provide finish carpentry and millwork as shown and specified. A. Standards: Materials and construction shall conform to the following: 1. AWI "Architectural Woodwork Quality Standards - 1999." B. Doors and door hardware: Install all door hardware furnished under Division 8 specification Sections. C. Submit shop drawings for designated millwork. 1. Include complete details, materials lists and drawings showing fabrication of typical units, unit assemblies, locations and installation details. 2. List proposed cabinet hardware to suit indicated unit use or function. 3. Identify materials required to complete work ready for installation. 4. Obtain shop drawing approval before starting fabrication. 2.1 Materials: A. Plywood: AWI Section 200 1. Concealed use substrates: D-3 Paint Grade hardwood plywood, with aspen veneer core, 5/8" thick. 2. Exposed to view finishes: Random plank matched or slip and swing matched spalted maple veneer on 3/4" Baltic birch core, with mill option sound grade hardwood backer. Spalted maple grain to run horizontally .5 sheen matte clear waterborne finish. Panels to be provided at 47" height, with widths varying from 24" to 96". B. Millwork: Materials and construction as detailed on the Drawings. C. Fabrication: 1. Millwork design and fabrication details shown on the drawings indicate design intent. Unless otherwise indicated, provide manufacturer's standard fabrication methods. Indicate all proposed variations from the drawing design and fabrication details on shop drawings. 2. Fabricate millwork in accordance with AWI "Custom Grade" requirements. Where details are not shown, comply with applicable Quality Standards or with alternate details acceptable to Architect as fabricator's option. 3. Fabricate finished work properly framed, closely fit and accurately set to required lines and levels and rigidly secured in place. 4. Fabricate work straight, plumb, level and in true alignment; neatly and accurately fit, scribed and thoroughly secured. Plane and sand miters and other joints. Ease all square edges. Provide millwork clean and free from warp, twist, open joints and other defects. 5. Provide finished woodwork dressed and sanded free from machine and tool marks, abrasions, raised grain or other defects on surfaces exposed to view in finished work. D. Finish: Sayerlack Hydroplus Waterborne Clear, 5 sheen. 3.1 Installation A. Install finish carpentry and millwork products plumb, level, true and straight with no distortion. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8'-0" for plumb and level (including countertops) and with 1/16" maximum offset in flush adjoining surfaces, 1/8" maximum offsets in revealed adjoining surfaces. 1. Scribe and cut finish carpentry and millwork products to fit adjoining work. 2. Anchor finish carpentry and millwork items to built-in place blocking, furnished under Section 06100, or directly attach to substrate framing. Secure to grounds, blocking and nailers with countersunk, concealed fasteners and blind nailing as required for a complete installation. 3. For installation of prefinished millwork wall panels, use finish nails for exposed nailing, installed with pneumatic nailer as per the following guidelines: a. Nailer to be set for countersunk head approximately 1/8" on the face. b. Use 16 ga straight finish nails in 2" length c. Provide "dab" of construction adhesive on backside of panels at regular intervals. d. Random placement preferred, do NOT group nails together. e. No nails closer than 2" from any edge. f. All nails to be no greater than 16-18" apart in any direction. 4. Touch-up shop finished plywood materials marred or damaged during delivery, storage and installation with custom blended polyurethane to equal Minwax "Wipe on Poly". B. Install casework without distortion so that doors and drawers will fit openings properly and be accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. C. Install plastic laminate countertops, shelving and trim. Provide work level, true to alignment, accurately fit to wall conditions and securely fastened to base units and other support systems as indicated. SECTION 06605 - FIBERGLASS REINFORCED PLASTIC PANELS 1.1 General: Provide fiberglass reinforced plastic panels as shown and specified. 2.1 Materials: A. Manufacturer: Marlite, (330) 343-6621, internet www.marlite.com, Email: info@marlite.com. SECTION 06605 - FIBERGLASS REINFORCED PLASTIC PANELS 1.1 General: Provide fiberglass reinforced plastic panels as shown and specified. 2.1 Materials: A. Manufacturer: Marlite, (330) 343-6621, internet www.marlite.com, Email: info@marlite.com. B. Panel System: TV Per Finish Schedule, Series: Standard FRP - "Marlite Class 1/A" Fiberglass Reinforced Polyester (FRP) Panels, 3/32" thick, 48" wide x full height required. Color: P100 White, Class A, pebbled matte surface texture. USDA approved for incidental food contact. 1. Panel trim: Extruded PVC, color matching panel color. Provide 1/2" x 1/2" inside corners, edge trim, and division moldings as required to complete the installation. a. Inside Corner - M350 b. Division - M365 c. Edge - M370 2. Panel trim: Stainless Steel, color matching panel color. Provide 1-1/2" x 1-1/2" outside corners as required to complete the installation. 3. Sealant: Marlite "Silicone Sealant", white gunnable silicone sealant. 4. Panel adhesive: Marlite "C-551" water -based construction adhesive for panel application over porous surfaces. C. Panel System: T2' Per Finish Schedule, Series: Standard FRP - "Marlite Class 1/A" Fiberglass Reinforced Polyester (FRP) Panels, 3/32" thick, 48" wide x full height required. Color: S100G White, smooth matte surface texture. USDA approved for incidental food contact. 1. Panel trim: Extruded PVC, color matching panel color. Provide division moldings as required to complete the installation. a. Division - M365 2. Sealant: Marlite "Silicone Sealant", white gunnable silicone sealant. 3. Panel adhesive: Marlite "C-551" water -based construction adhesive for panel application over porous surfaces. 3.1 Installation A. Install the FRP system products using panel adhesive in accordance with the manufacturer's instructions and layout as shown in drawings. 1. Install panels plumb, level, true and straight with no distortion; providing a continuous bead of silicone sealant in each joint and trim groove and between trim and adjacent construction. 2. Provide corner trim, closure trim at intersections of dissimilar materials and moldings at abutting panels. SECTION 07210 - BUILDING INSULATION PART1 GENERAL 1.1 Section includes: A. Reflective insulation 1.2 Related Requirements: A. Section 05400 Cold -Formed Metal Framing 1.3 Reference Standards: A. ASTM C 727 - Standard Practice for Installation and Use of Reflective Insulation in Building Constructions. B. ASTM C 1224 - Standard Specification for Reflective Insulation for Building Applications C. ASTM C 1338 - Standard Test Method for Determining Fungi Resistance of Insulation Materials and Facings D. ASTM C 1363 - Standard Test Method for Thermal Performance of Building Materials and Envelope Assemblies by Means of a Hot Box Apparatus. E. ASTM C 1371- Standard Test Method for Determination of Emittance of Materials Near Room Temperature Using Portable Emissometers F. ASTM D 3310 - Standard Test Method for Determining Corrosivity of Adhesive Materials G. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials H. ASTM E 96 - Standard Test Methods for Water Vapor Transmission of Materials I. ASTM STP 1116 - Insulation Materials: Testing and Applications J. ICC-ES ac 02 - Acceptance Criteria for Reflective Insulation. 1.4 Quality Assurance: A. Manufacturer's Qualifications: Manufacturer regularly engaged, for a minimum of 10 years, in the manufacturing of reflective insulation of similar type to that specified. 1.5 Delivery, Storage, and Handling: A. Delivery Requirements: Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly identifying material name and manufacturer B. Storage & Handling Requirements: 1. Store and handle materials in accordance with manufacturer's instructions. 2. Keep materials in manufacturer's original, unopened containers and packaging until installation. 3. Store materials in clean dry area indoors. 4. Protect materials during storage, handling and installation to prevent damage. PART 2 PRODUCTS 2.1 Manufacturer: A. Fi-Foil Company, PO Box 800, Auburndale, FL 33823. Toll Free 800-448-3401. Phone 863-965-1846. Fax 863-967-0137. Web site: www.fifoil.com. E-mail: info@fifoil.com. 2.2 Reflective Insulation: A. Reflective Insulation: Fi-Foil "VR Plus Shield Hi -Perm" with tape tabs for metal framing. B. Description 1. Triple -layer reflective insulation. 2. Outer layer: 35 pound white kraft paper coated with polyethylene 3. Middle layer: Minimum 0.00035 inch aluminum foil 4. Inner layer: 30 pound natural kraft paper laminated to minimum 0.00025 inch aluminum foil 5. Upon Installation: Layers open using internal expanders that form internal airspaces ranging between 1/4 inch and 1/2 inch. 6. Thickness of Third Airspace: Dependent upon thickness of framing. C. Compliance and Approvals: 1. Compliance: ASTM C 1224 2. Evaluated: ICC-ES AC 02. 3. Uniform Evaluation Report: IAPMO ES UER 0291, D. Recycled Content, by weight: 1. Reflective insulation, 16 inch width: a. Total: Has more than 35 percent recycle content, with at least 32 percent Post -Consumer Content. E. Testing Perforated Hi -Perm Reflective Insulation without Vapor Retarder: 1 R-value, Nominal, Heat Flow Horizontal, ASTM C 1363: a. 7/8 inch Cavity: 5.0 b. 1-1/2 inch to 1-5/8 inch Cavity: 7.0 2. Water Vapor Permeance, ASTM E 96: 0.26 Perms 3. Surface Burning Characteristics, ASTM E 84: a. Flame Spread Index: 20 b. Smoke Developed Index: 10 c. NFPA Rating: Class A 4. Corrosivity, ASTM D 3310: None 5. Adhesive Performance, ASTM C 1224: Section 9: a. Bleeding: None b. Delamination: None c. Pliability: No signs of cracking. 6. Mold and Mildew Resistance, ASTM C 1338: Pass. 7. Foil Emittance, ASTM C 1371: 0.034. 2.3 Accessories A. Fi-Foil Aluminum Foil Tape: 2-mil aluminum foil coated with cold weather acrylic adhesive, UL Classified facing, 3 inches width, 3.5 mils total thickness, adhesion is 96 oz/inch of width, elongation is 4.4 percent, tensile strength is 27 Ibs/inch of width. B. Fi-Foil double sided tape: 0.5 mil polyester film coated on both sides with 3-mil acrylic adhesive, 3/4 inch wide, temperature resistance of minus 40 degrees F to 200 degrees F. PART 3 EXECUTION 3.1 Examination: A. Examine areas to receive reflective insulation. Notify Architect if areas are not acceptable. Do not begin installation until unacceptable conditions are corrected. 3.2 Installation: A. Install reflective insulation in accordance with manufacturer's instructions and ASTM C 727 at locations indicated on the drawings. B. Splice reflective insulation in wall cavitities in accordance with manufacturer's instructions to avoid gaps. Tape seams if gaps appear where splice has been butted. C. Cut material to fit snugly around electrical wall outlets and other cutouts. Tape edges of material to oulets and cutouts if wall can be seen. D. Tape tears in material. E. Replace damaged material as directed by Architect. 3.3 Protection: A. Protect installed reflective insulation from damage during construction. NQOF246I "SULATION AND FINISH SYSTEM IPB) 1.1 General: Provide the exterior insulation and finish system (EIFS) as shown and specified. A. Standards: Materials and construction shall conform to the following: 1. EIMA (EIFS Industry Members Association) Standards and Publications. a. 101.01, 101.02, 101.03, 101.86, 105.01, 200.02. b. EIMA "Guideline Specification for Expanded Polystyrene (EPS) Insulation board." B. Quality Assurance: 1. System components: a. Produced by a single manufacturer or by manufacturers approved by the EIFS system manufacturer. b. Fire performance: Flame spread of 25 or less, smoke developed of 450 or less when tested in accordance with ASTM E84. 2. Installer Qualifications: Performed by the system manufacturer or an applicator trained and approved by the system manufacturer. During application, the work shall be inspected by system manufacturer's representative. C. Environmental conditions: Comply with manufacturer's requirements. Do not install materials during wet or freezing weather 2.1 Materials A. Manufacturer: STO Corp., (800) 221-2397, internet www.stocorp.com B. Exterior insulation and finish system: Sto Class PB "Essence NExt" EIFS. 1. Air/Moisture barrier: Sto Guard system. a. Sto Gold Fill Joint compound for rough opening protection, sheathing joints and inside and outside corners. b. Sto Guard Mesh: Coated glass fiber fabric reinforcing mesh. c. Sto Gold coat: Waterproof coating for wall sheathing. 2. Primer/adhesive and base coat: Sto Primer/Adhesive-B, one -component, polymer modified, cement -based factory blended primer/adhesive used to attach insulation board to prepared sheathing substrates and as a base coat in Essence claddings. 3. Insulation board: ASTM C578 Type 1, nominal 1.0 Ib/ft3 expanded polystyrene meeting EIMA Guideline specifications for EPS insulation board. 4. Finish coating: Sto Essence DPR, ready -mixed 100% acrylic -based, textured wall coating. a. Medium/Fine Sand Finish. b. Color as indicated on the Architectural drawings from manufacturer's full color range or match custom color. 5. System warranty: 10 year labor and material. C. Portland cement: ASTM C150, Type I or II, white or gray in color. D. Water: Clean, potable and free of foreign matter. E. Reinforcing mesh: Sto open -weave glass fiber fabric with alkaline resistant coating. 1. Standard mesh: Sto Mesh, nominal 4.5 oz/yd2 fabric. 2. Ultra -High impact mesh: Sto Armor Mat, nominal 15 oz/yd2 ultra -high impact fabric. 3. Specialty mesh: a. Sto Detail Mesh, nominal 4.2 oz/yd2 flexible, symmetrical, interlaced glass fiber fabric. b. Sto Corner Mat, nominal 7.8 oz/yd2 pre -creased, heavy-duty, glass fiber fabric. F. Joint sealants: Polyurethane base elastomeric joint sealant complying with ASTM C920 and Section 07900 requirements. 1. Adhesion: Evaluated in accordance with ASTM C1382. 2. Color: Matching EIFS finish coating color, and visually acceptable to the Architect. G. Accessories: Provide plastic stops and trim where indicated. Materials shall be compatible with EIFS materials and acceptable to EIFS manufacturer. 1. Starter Track: Rigid PVC plastic track with weepholes and drip edge. 3.1 Mixing A. Mix materials in accordance with manufacturer's published instructions. 1. Mix with a clean, rust -free high speed mixer to a uniform consistency. 2. No rapid binder, anti -freeze or accelerator additives permitted. 4.1 Installation A. Preparation: 1. Coordinate installation of roofing membrane, windows, doors and other wall penetrations to provide a continuous exterior wall air/moisture barrier. 2. Coordinate installation of windows, doors and window and door flashing to provide a continuous exterior wall air/moisture barrier. 3. Install copings and joint sealants immediately after installation of the EIFS, when EIFS coatings are dry. B. Installation: Install Sto Guard air/moisture barrier system and exterior insulation and finish system (EIFS) in strict accordance with manufacturer's installation instructions, complying with governing regulations and industry standards applicable to the work. 1. Back wrap exposed board edges with mesh. 2. Provide double wrap or corner mat reinforcing at all inside and outside corners. 3. Provide expansion joints in accordance with manufacturer's recommendations for type of substrates and systems required, and visually acceptable to the Architect. 4. Provide drainable starter track horizontal edge trim as base of wall, above windows and doors openings and beneath windows with concealed flashing. C. Insulation and adhesive application: 1. Install insulation board with long edge horizontal using running bond pattern. Off set insulation joints with substrate joints. Stagger joints and interlock joints at corners. 2. Apply adhesive to insulation board with a stainless steel trowel notched trowel, providing vertical uniform ribbons of adhesive when board is installed. Mount insulation board on substrate. Level, align and tamp insulation in place. Provide uniform contact and bond with joints tightly butted. Rasp edges and high areas as required to produce a level, plane surface. D. Base coat and reinforcing mesh application: 1. Apply detail mesh at corners of windows, doors, and all penetrations through the EIFS. 2. Standard mesh: Apply base coat over insulation board to a uniform 1/8 inch thickness, including high impact mesh where indicated. Embed standard reinforcing mesh into wet adhesive, lap edges at seams. Smooth surface until mesh is not visible. Allow to base coat to dry. 3. Ultra -High impact mesh: Apply base coat over insulation board to a uniform 1/8 inch thickness. Fully embed ultra -high impact reinforcing mesh into wet adhesive, butt edges at seams. Smooth surface until mesh is not visible. Allow to base coat to dry. Locate at 4'-0" wide perimeter of the rear service door to 6'-0" above grade and as indicated on Architectural drawings. E. Apply finish coating continuously in one operation to the entire wall surface Provide a uniform finished appearance. Level and texture to the specified finish texture. F. Install joint sealants at perimeter joints and joints within the system using elastomeric joint sealants, in accordance with drawing details and sealant manufacturer's recommendations. #, 1!8 25J-"9%ARRIERS �r- 1.1 Section Includes A. Weather barrier membrane B. Seam Tape C. Flashing D. Fasteners 1.2 References A. ASTM International 1. ASTM C920; Standard Specification for Elastomeric Joint Sealants 2. ASTM C1193; Standard Guide for Use of Joint Sealants 3. ASTM D882; Test Method for Tensile Properties of Thin Plastic Sheeting 4. ASTM D1117; Standard Guide for Evaluating Non -woven Fabrics 5. ASTM E84; Test Method for Surface Burning Characteristics of Building Materials 6. ASTM E96; Test Method for Water Vapor Transmission of Materials 7. ASTM E1677; Specification for Air Retarder Material or System for Framed Building Walls. 8. ASTM E2178; Test Method for Air Permeance of Building Materials B. AATCC - American Association of Textile Chemists and Colorists 1. Test Method 127 Water Resistance: Hydrostatic Pressure Test C. TAPPI 1. Test Method T-410; Grams or Paper and Paperboard (Weight per Unit Area) 2. Test Method T-460; Air Resistance (Gurley Hill Method) 1.3 Quality Assurance A. Qualifications 1. Installer shall have experience with installation of commercial weather barrier assemblies under similar conditions. 2. Installation shall be in accordance with weather barrier manufacturer's installation guidelines and recommendations. 3. Source Limitations: Provide commercial weather barrier and accessory materials produced by single manufacturer. 1.4 Delivery, Storage and Handling A. Refer to Section 01400 Quality Requirements. B. Deliver weather barrier materials and components in manufacturer's original, unopened, undamaged containers with identification labels intact. C. Store weather barrier materials as recommended by weather barrier manufacturer. 1.5 Scheduling A. Review requirements for sequencing of installation of weather barrier assembly with installation of windows, doors, louvers and flashings to provide a weather -tight barrier assembly. B. Schedule installation of weather barrier materials and exterior cladding within nine months of weather barrier assembly installation. 2.1 Manufacturer A. DuPont Building Innovations; 4417 Lancaster Pike, Chestnut Run Plaza 721, Wilmington, D19805; 1.800.44TYVEK (8-9835); http://constructiontyvek.com 2.2 Materials A. Basis of Design: Hi -performance, spunbonded polyolefin, non -woven, non perforated, weather barrier is based upon DuPont Tyvek CommercialWrap and related assembly components. B. Performance Characteristics: 1. Air Penetration: 0.001 CFM/feet squared at 75 Pa, when tested in accordance with ASTM E2178. Type I per ASTM E1677. 2. Water Vapor Transmission: 28 perms, when tested in accordance with ASTM E96 Method B. 3. Water Penetration Resistance: 280 cm when tested in accordance with AATCC Test Method 127. 4. Basis Weight: 2.7 oz/yard squared, when tested in accordance with TAPPI Test Method T-410. 5. Air Resistance: Air infiltration at >1500 seconds, when tested in accordance with TAPPI Test Method T-460. 6. Tensile Strength: 38/35 Ibs/inch, when tested in accordance with ASTM D882, Method A. 7. Tear Resistance: 12/10 lbs., when tested in accordance with ASTM D1117. 8. Surface Burning Characteristics: Class A, when tested in accordance with ASTM E 84. Flame Spread: 10, Smoke Developed: 10. 2.3 Accessories A. Seam Tape: 3 inch wide, DuPont Tyvek Tape for commercial applications. B. Fasteners: 1. For steel frame construction - DuPont Tyvek Wrap Cap Screws, as manufactured by DuPont Building Innovations: 1-5/8" rust resistant screw with 2-inch diameter plastic cap or manufacturer approved 1-1/4" or 2" metal gasketed washer. 2. For wood frame construction - Tyvek Wrap Caps, as manufactured by DuPont Building Innovations: #4 nails with large 1-inch plastic cap fasteners. 3. For masonry construction - masonry tap -con fasteners with Tyvek Wrap Caps as manufactured by DuPont Building Innovations: 2 inch diameter plastic cap fasteners. C. Adhesives: 1. Provide adhesive recommended by weather barrier manufacturer. 2. Products: a. Liquid Nails LN-109 b. Polyglaze SM 5700 c. Denso Butyl Liquid d. 3M High Strength 90 e. SIA 665 f. Adhesives recommended by the weather barrier manufacturer. D. Primers: 1. Provide flashing manufacturer recommended primer to assist in adhesion between substrate and flashing. 2. Product: a. 3M High Strength 90 b. Denso Butyl Spray c. SIA 655 d. Permagrip 105 e. ITW TACC Sta' Put SPH f. Primers recommended by the flashing manufacturer. E. Flashing: 1. DuPont FlexWrap, as manufactured by DuPont Building Innovations: flexible membrane flashing materials for window openings and penetrations. 2. DuPont Straightflash, as manufactured by DuPont Building Innovations: straight flashing membrane materials for flashing windows and doors and sealing penetrations such as masonry ties, etc. 3. DuPont Straightflash VF, as manufactured by DuPont Building Innovations: dual -sided straight flashing membrane materials for brick mold and non -flanged windows and doors. STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 p F F 4 �p 0 De c AR0014815 R R ED A ///,n I n 111111100`0 If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 0 Q Ln M 00 J LU M � J J J M LL = O O >- CO - z � J J J _ = N 0 >- O F_ d- un lD Li r... N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET zil� Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: ARCHITECTURAL SPECIFICATIONS G012 I I I 1 11 II.511�___1 11111!1+I'lll( 3.1 Examination A. Verify substrate and surface conditions are in accordance with weather barrier manufacturer recommended tolerances prior to installation of weather barrier and accessories. 3.2 Installation - Weather Barrier A. Install weather barrier per regional requirements in accordance with manufacturer recommendations. B Install weather barrier prior to installation of windows and doors. C. Start weather barrier installation at a building corner, leaving 6-12 inches of weather barrier extended beyond corner to overlap. D. Install weather barrier in a horizontal manner starting at the lower portion of the wall surface with subsequent layers installed in a shingling manner to overlap lower layers. Maintain weather barrier plumb and level. E. Sill Plate Interface: Extend lower edge of weather barrier over sill plate interface 3-6 inches. Secure to foundation with elastomeric sealant as recommended by weather barrier manufacturer. F. Window and Door Openings: Extend weather barrier completely over openings. G. Overlap weather barrier 1. Exterior corners: minimum 12 inches. 2. Seams: minimum 6 inches. H. Weather barrier Attachment: 1. For steel or wood frame construction - Attach weather barrier to studs through exterior sheathing. Secure using weather barrier manufacturer recommended fasteners, space 12-18 inches vertically on center along stud line, and 24 inch on center, maximum horizontally. 2. For masonry construction - Attach weather barrier to masonry. Secure using weather barrier manufacturer recommended fasteners, spaced 12-18 inches vertically on center and 24 inches maximum horizontally. Weather barrier may be temporarily attached to masonry using recommended adhesive, placed in vertical strips spaced 24 inches on center, when coordinated on the project site. I. Apply 4 inch by 7 inch piece of DuPont StraightFlash to weather barrier membrane prior to the installation cladding anchors. 3.3 Seaming A. Seal seams of weather barrier with seam tape at all vertical and horizontal overlapping seams. B. Seal any tears or cuts as recommended by weather barrier manufacturer. 3.4 Opening Preparation (for use with non -flanged windows - all cladding types) A. Flush cut weather barrier at edge of sheathing around full perimeter of opening. B. Cut ahead flap at 45-degree angle in the weather barrier at window head to expose 8 inches of sheathing. Temporarily secure weather barrier flap away from sheathing with tape. 3.5 Flashing (for use with non -flanged windows - all cladding types) A. Cut 9-inch wide DuPont FlexWrap a minimum of 12 inches longer than width of sill rough opening. Apply primer as required by manufacturer. B. Cover horizontal sill by aligning DuPont FlexWrap edge within side edge of sill. Adhere to rough opening across sill and up jambs a minimum of 6 inches. Secure flashing tightly into corners by working in along the sill before a adhering up the jambs. C. Fan DuPont FlexWrap at bottom corners onto face of wall. Firmly press into place. Mechanically fasten fanned edges. D. Apply 9-inch wide strips of DuPont StraightFlash at jambs. Align flashing with interior edge of jamb framing. Start DuPont StraightFlash at head of opening and lap sill flashing down to the sill. Spray -apply primer to top 6 inches of jambs and exposed sheathing. E. Install DuPont FlexWrap at opening head using same installation procedures used at sill. Overlap jamb flashing a minimum of 2 inches. F. Coordinate flashing with window installation. G. On exterior, install backer -rod in joint between window frame and flashed rough framing. Apply sealant at jambs and head. leaving sill unsealed. Apply sealants in accordance with sealant manufacturer's instructions and ASTM C 1193. H. Position weather barrier head flap across head flashing. Adhere using 4-inch wide DuPont StraightFlash over the 45-degree seams. I. Tape top of window in accordance with manufacturer recommendations. J. On interior, install backer rod in joint between frame of window and flashed rough framing. Apply sealant around entire window to create air seal. Apply sealant in accordance with sealant manufacturer's instructions and ASTM C 1193. 3.6 Protection A. Protect installed weather barrier from damage. SECTION 07512 - ROOFING SYSTEM REPAIR 1.1 General: When penetration of the existing roofing system is required to accommodate new construction, perform necessary roofing system repair. A. Coordination: Before starting work, verify with the Tenant's Construction Manager and the Owner the following: 1. Existing roof system materials and installation methods. 2. Repair work responsibilities and warranty requirements. To maintain original warranty, where provided use original roof contractor. B. Qualifications: Repair work shall be performed only by an experienced roofing installer approved or licensed by the existing roofing system materials manufacturer; with not less than five years of successful experience installing and repairing roofing systems similar to this projects existing roofing system. 2.1 Materials: A. Provide and install only materials approved and recommended by the roofing manufacturer for repairing the existing roofing system. 3.1 Installation: A. Preparation: Inspect roof surface conditions with roof manufacturer's representative to verify extent and location of any other repairs required to ensure a watertight roofing system upon completion of the repair work. B. Make necessary repairs. Match existing roof slope, insulation materials and roofing membrane materials, except as otherwise approved by the existing roofing system manufacturer to accommodate new construction and repair work. C. Install curb flashing furnished by mechanical and electrical trades for new roof top equipment. SECTION 07720 - ROOF SCUTTLE & LADDER SAFETY POST 1.1 General: Provide roof scuttle and safety post as shown & specified. A. Coordination: Before starting work, verify with the Tenant's Construction Manager and the Owner the following: 1. Verify that other trades with related work are complete before installing roof scuttle(s). 2. Mounting surfaces shall be straight and secure; substrates shall be of proper width. 3. Refer to the construction documents, shop drawings, and manufacturer's installation instructions. 4. Coordinate installation with roof membrane and roof insulation manufacturer's instructions before starting. 2.1 Materials: A. Manufacturer: The Bilco Company, (203) 934-6363, internet www.bilco.com or approved equal. 1. Roof Scuttle: Type S-50 metal roof scuttle, size T-0" width x 2'-6" length (length denotes hinge side). The roof scuttle shall be single leaf and come pre -assembled from the manufacturer. Factory finish shall be mill finish aluminum. 2. Safety Post: Model 4 ladder safety post. The ladder safety post shall come pre -assembled from the manufacturer. Factory finish shall be mill finish aluminum. 3.1 Installation: A. Verify that roof scuttle & ladder safety post installation will not disrupt other trades. Verify that the substrate is dry, clean, and free of foreign matter. Report and correct defects prior to any installation. Section 07900 - JOINT SEALERS 1.1 General: Provide joint sealers as shown and specified. A. Standards:Comply with ASTM C 920 requirements. B. Application: Performed by skilled, experienced joint sealer applicators. 2.1 Materials: A. Poly urethane sealants: 1. Tremco Commercial Sealants (800) 321-7906, internet www.tremcosealants.com, a. "Dymonic FC" One component, fast skinning, Low Modulus Polyurethane. b. "Dymeric 240 FC" Multi Component, gun grade, chemically curing, tintable fast setting polyurethane sealant. 2. Sonneborn, (724) 756-9582, internet www.sonneborn.com a. Color pack for polyurethane multi component, gun grade chemically curing sealant. B. Silicone Sealants: 1. General Electric Silicones, (800) 295-2392, internet www.gesilicones.com a. "SCS1700 Sanitary - Mold/Mildew Resistant Silicone", one component 100% silicone, fungicidal based sealant. b. "SCS2700 Silpruf Silicone" one component medium modulus, natural cure silicone all purpose sealant. c. "Silglaze II SCS2800- Glazing Sealant" one component, 100% silicone based sealer. d. "GE Paintable Silicone" one component paintable silicone. e. "SCS1009 Silicone Sealant" one -component acetoxy silicone for general purpose sealing and bonding 2. Dow Corning Silicones, (989)496-4000, www.dowcorning.com a. "Dow 795" -one component, medium modulus, natural cure silicone. C. Firestopping Sealants: 3M Fire Protection Products, (800) 328-1687, internet www.3M.com/firstop 1. "3M Fire Barrier CP 25WB+ Caulk" or approved equal D. Joint backing: Non -absorptive, non -staining compressible, non -gassing, polyethylene foam backer rod compatible with joint sealants. 3.1 Installation: A. Preparation: Clean and prepare joints prior to installing sealers: 1. Wipe shipping oils from surfaces to be sealed. Remove protective films and/or install joint backer rod if joint is larger than %" in width. B. Installation: Install joint sealant materials in strict accordance with manufacturer's installation instructions. 1. Apply sealants in a uniform, continuous bead without gaps or air pockets. Hand tool and finish all joints so that a smooth, small, lip free uniform line is created along the substrate being shot. Remove any excess materials from tooled edges and ends of joint. 2. Install joint sealants to a depth no more than Y2 the width of the joint. 3. Install sealants by proven techniques that result in sealants directly contacting and fully wetting joint substrates, completely filling recesses provided for each joint configuration, and providing uniform, cross -sectional shapes and depths relative to joint widths which allow optimum sealant movement capability. 4. Immediately, after sealant application, and prior to time skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated to eliminate air pockets, and to ensure contact and adhesion of sealant with sides of joint. Remove excess sealants from surfaces adjacent to joint. Do not use tooling agents which discolor sealants or adjacent surfaces or are not approved by sealant manufacturer. 5. Clean off excess sealants or sealant smears adjacent to joints as work progresses by methods and with cleaning materials approved by manufacturers of joint sealers and of products in which joints occur. 4.1 Sealant Schedule: A. Kitchen Area: Provide a continuous bead of white GE SCS1700 silicone at the following locations: 1. Ceiling grid to FRP wall panels 2. Base of FRP wall panels to T.O. specified base material. 3. Walk in cooler walls to FRP wall panels. 4. Stainless closure pieces at cooler walls to FRP wall panels. 5. FRP/stainless corner guards to FRP wall panels. 6. Ceiling tile pipe penetrations. 7. Wall pipe penetrations and/or escutcheons perimeters. (water & gas lines). 8. Mop sink stainless surround perimeter to walls. 9. FRP closure panel, at top of cooler, to cooler walls. 10. FRP wall panels to hollow metal door frames. 11. Coke line bundle to PVC cap. 12. FRP inside corner pieces to FRP wall panels. Both sides of corner piece. 13. Battery backup cover panel to FRP. 14. Faucet's to FRP wall panels. 15. FRP wall panels to quarry tile cove base. 16. FRP to aluminum plate at walk thru. 17. Menu board light bracket to ceiling. 18, Mop sink base at quarry tile. 19. All sinks (multi -compartment, hand, mop and prep) to FRP/tile walls. 20. Paper towel dispensers & soap dispensers to FRP/tile walls. Provide a continuous bead of aluminum GE SCS1009 silicone at the following locations: 1. Stainless closer pieces, at sides of cooler walls - to cooler walls. 2. Stainless or aluminum plate closure pieces to diamond plate at cooler walls. 3. Diamond plate panel seam joints. 4. Diamond plate perimeter to cooler walls. 5. Base of diamond plate to quarry tile cove base. 6. Stainless closure panel, at top of cooler walls, to cooler walls. 7. Top of quarry tile cove base to cooler walls at inside of cooler. 8. Cooler wall/diamond plate penetrations. 9. Cooler door hinges and handles to diamond plate. DO NOT caulk door locking unit. 10. Stainless wrap at hollow metal door frame. 11. Stainless mop surround to stainless corners on mop sink. 12. Base of stainless corner pieces to schlutter strip at base. 13. Exit door threshold perimeters. To frame and floor, interior and exterior. Provide a continuous bead of dark gray GE SCS2000 silicone at the following locations: 1. Base of hollow metal door jambs to quarry tile floor. B. Managers Office: - Provide a continuous bead of white GE SCS1700 silicone at the following locations: 1. Ceiling grid to FRP wall panels. 2. Perimeter of manager's desk to FRP wall panels. 3. Hollow metal door frame to FRP wall panels. 4. Top and ends of coat hanger bracket to FRP walls. 5. Base of FRP wall panels to quarry tile base. 6. Ceiling tile wire/pipe penetrations. 7. FRP inside corners to FRP wall panels. Both sides of corner piece. 8. Base of FRP wall panels to quarry tile. - Provide a continuous bead of black or light bronze (use color of safe) GE SCS2000 silicone at the following locations: 1. Base of safe to floor. C. Cooking Area: - Provide a continuous bead of white GE SCS1700 silicone at the following locations: 1. Top of wall tile to sheetrock ceiling. 2. Ceiling diffusers perimeters to sheetrock ceiling. 3. Ceiling pipe penetrations. 4. Wall tile to aluminum walk thru surround. 5. Tile wall penetrations/escutcheons perimeters. 6. FRP wall panels to sheetrock ceilings. 7. FRP wall panels to aluminum end wall plates. 8. FRP inside corners to FRP wall paneis. Both sides of corner piece. 9. Sink to white wall tile. 10. Paper towel dispenser/soap dispenser to white tile. 11. POS/Serving counter to wall tile. 12. Stainless shelf behind grill to wall tile. 13. Faucets to ceramic wall tile. - Provide a continuous bead of aluminum GE SCS1009 silicone at the following locations: 1. Joint between hood and closure skirt. 2. Joint between hood support and hood. Both sides. 3. Connection joint between stainless shelf behind grill. 4. Hood to tile walls & sheetrock ceiling. 5. Hood gusset to wall tile on both sides. 6. Sink to bronze wall tile. 7. Paper towel dispenser/soap dispenser to bronze tile. 8. Fax line counter to bronze tile. Provide a continuous bead of dark gray GE SCS2000 at the following locations: 1. Base of equipment to concrete curbs/quarry tile. Provide a continuous bead of light bronze GE SCS2096 at the following locations: 1. Ceramic tile inside corners. 2. Ceramic tile to aluminum end wall plates. D. Restrooms: - Provide a continuous bead of white GE SCS1700 silicone at the following locations: 1. Top of FRP to sheetrock ceiling or top of FRP trim to sheetrock wall. 2. Perimeter of toilets/urinals to floor or FRP. 3. Perimeter of mirror to FRP. 4. Sink to wall. 5. Perimeter of paper towel/garbage unit to wall. 6. Toilet paper/napkin disposals units to walls. 7. Stainless shelf to wall. 8. Wall penetrations under sink and or escutcheons to perimeters. 9. Hollow metal door frames to FRP. 10. Base of FRP wall panels to top of wall base. 11. FRP inside corners to FRP wall panels. - Provide a continuous bead of black GE SCS2000 silicone at the following locations: 1. Base of black rubber wall base to floor. - Provide a continuous bead of dark gray GE SCS2000 silicone at the following locations: 1. Base of hollow metal door frames to floor. E. Dining area: - Provide a continuous bead of white GE SCS1700 silicone at the following locations: 1. Wall tile to sheetrock walls. 2. Perimeter of aluminum storefront/windows/entrances to sheetrock walls. 3. Wainscot wall panels (Stonewood or other) to painted walls. 4. Diffuser/louvers perimeters to sheetrock walls. 5. Hollow metal door frames to painted walls - if needed. 6. Frame of service line counter to tile (joint to be caulked behind front face panels of counter). 7. Wall tile at serving line wall to POS counter. - Provide a continuous bead of black GE SCS2000 silicone at the following locations: 1. Base of black rubber to floor (concrete or quarry tile) and gyp. bd. wall. 2. Wainscot (Stonewood or other) wall panels to sill of aluminum storefront/ windows. 3. Vertical joints of wainscot (Stonewood or other) wall panels to frames/painted walls/tile (ONLY if joint is uneven or plywood is showing). 4. Stonewood panels at serve line. - Provide a continuous bead of aluminum GE SCS1009 silicone at the following locations: 1. Base of garbage surround to floor. - Provide a continuous bead of Dow 795 silicone at the following locations: 1. Sill of aluminum storefronts to concrete or tile floor. Color to be determined per store to match storefront (Charcoal/Anodized Aluminum/Dark Bronze). F. Utensil Counter: - Provide a continuous bead of aluminum GE SCS1009 silicone at the following locations: 1. Stainless countertop to backsplash. Horizontal & vertical joints. 2. Base of Coke machine to countertop. 3. Perimeter of tea drain tray to countertop. 4. Stainless backsplash to white tile walls/painted walls. - Provide a continuous bead of white GE SCS1700 silicone at the following locations: 1. Coke line bundle to PVC cap. G. Fire Rated Walls: - Provide a continuous bead of 3M 25WB+ at wall/ceiling penetrations in rated walls. H. Exterior Joints: Provide a continuous bead of Tremco Dymeric limestone urethane sealant at the following locations: 1. Sidewalk/concrete expansion joints. - Provide a continuous bead of Dow 795 silicone or Tremco Dymeric 240 FC at the following locations: 1. Hollow metal door frames. 2. EIFS to abutting services. 3. Penetrations in EIFS. 4. Face brick or block control joints. 5. Perimeter of Aluminum Storefronts. *Colors to be determined per store to match adjacent material colors. Verify with Chipotle Construction Manager and Architect. - For white brick or "Delicate White" EIFS use Tremco - "China White" - For "Knight's Armor" EIFS use Sonneborn - "Charcoal Gray" #276-U Provide a continuous bead of aluminum GE SCS1009 silicone at the following location: 1. CO2 fill port stainless box. 2. Faucet for hose. (Please note: color to be determined per store. Verify with Chipotle Construction Manager and Architect). DIVISION 8 - DOORS AND WINDOWS SECTION 08110 - STEEL DOORS AND FRAMES 1.1 General: Tenant to provide steel doors and frames as shown and specified. A. Standards: Materials and construction shall conform to the following: 1. ANSI A250.8-2009 "Specifications for Standard Steel Doors and Frames." 2. ANSI A250.11-01 "Erection Instructions for Steel Frames." 3. SDI 122-99 " Installation for Standard Steel doors and Frames. B. Manufacturer: A member of the Steel Door Institute (SDI). 2.1 Materials: A. Steel Doors: 1. Interior: Heavy-duty Level 2, physical performance B, Model 2 seamless construction, ASTM A1008, 18 gage cold -rolled steel face sheets, manufacturer's standard core. 2. Exterior: Extra heavy-duty Level 3, physical performance A, Model 2 seamless construction, ASTM A1008, 16 gage cold -rolled steel face sheets; tops and bottoms closed with flush galvanized steel caps, manufacturer's standard plastic foam insulating core. B. Steel Frames: ASTM A1008, 16 gage cold -rolled steel. 1. Provide combination buck, jamb and trim type frames for 1-3/4" thick doors, unless otherwise indicated. 2. Interior and exterior frames: Set-up welded type with mitered corners, reinforced, fully seam welded with exposed welds ground smooth. C. Door and frame fabrication: 1. Provide cutouts for mortised hardware, accurately located and made to fit hardware. Provide closer reinforcement for all doors with surface mounted door closers. 2. Punch frames and factory install rubber door silencers. 3. Provide minimum three anchors of suitable design for each jamb. 4. Provide floor clip on bottom of each jamb. Provide angle spreaders at bottom of each set-up frame. D. Shop painting: Clean and paint exposed surfaces of steel door and frame units. Apply one baked -on shop coat of rust -inhibitive prime paint in accordance with ANSI A250.10, unless doors and frames are used at the restrooms or as indicated on door hardware and finish schedule. Provide a uniformly finished surface ready to receive finish paint. 3.1 Installation: A. Install frames plumb, level, rigid, and in true alignment as recommended in ANSI A250.11. B. Install doors plumb and in true alignment and fastened to achieve the maximum operational effectiveness and appearance as recommended in SDI 122. SECTION 084113 - ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 1.1 General: Provide aluminum entrances and storefronts as shown and specified. 1.2 Related Documents: A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this section. B. Standards: Materials and construction shall conform to the following: 1. AAMA SFM-1-87 "Aluminum Storefront and Entrance Manual." 1.3 Summary: A. Section Includes: 1. Kawneer Architectural Aluminum Storefront Systems, including perimeter trims, stools, accessories, shims and anchors, and perimeter sealing of storefront units. a. Types of Kawneer Aluminum Storefront include: (1.) Trifab VG 451T Storefront System - 2" x 4-1/2" nominal dimension; Thermal; Front -Set 2. Kawneer Aluminum Entrances, glass and glazing, and components a. Types of Kawneer Aluminum Entrances include: (1.) 500 Swing Door; Wide stile, 5" vertical face dimension, 1-3/4" depth, high traffic applications or as indicated on Drawings. 1.4 Performance Requirements: A. General Performance: Aluminum -framed storefront system shall withstand the effects of the following performance requirements without exceeding performance criteria or failure due to defective manufacture, fabrication, installation, or other defects in construction; 1. Design Wind Loads: Determine design wind loads applicable to the Project from basic wind speed indicated in miles per hour, according to ASCE 7, Section 6.5, "Method 2-Analytical Procedure," based on mean roof heights above grade indicated on Drawings. a. Basic Wind Speed (MPH): Determine to meet local codes listed on A000 b. Importance Factor: (1.00) c. Exposure Category (A, B, C, D): Determine to meet local codes listed on A000 B. Storefront System Performance Requirements: 1. Wind loads: Provide storefront system; include anchorage, capable of withstanding inward and outward wind load design pressures meeting local codes listed on sheet A000. 2. Air Infiltration: a. Air Infiltration for storefront frame system: The test specimen shall be tested in accordance with ASTM E 283. Air infiltration rate shall not exceed 0.06 cfm/ft. sq. at a static air pressure differential of 6.24 psf. b. Air Infiltration for storefront entrances: Forsingle actingoffset pivot or butthu ng entrances in the closed and locke d position, the test specimen shall be tested in accordance with ASTM E 283 at a pressure differential of 6.24 psf (300 Pa) for single doors and 1.567 psf (75 PA) for pairs of doors. A single 3'0" x TO" entrance door and frame shall not exceed 0.50 cfm per square foot. A pair of 60" x 7'0" entrance doors and frame shall not exceed 1.0 cfm per square foot. 3. Water Resistance: The test specimen shall be tested in accordance with ASTM E 331. There shall be no leakage at a minimum static air pressure differential of 8 psf as defined in AAMA 501. 4. Uniform Load: A static air design load of 20 psf shall be applied in the positive and negative direction in accordance with ASTM E 330. There shall be no defection in excess of L 17S of the span of any framing g member. At a structural test load equal to 1.5 times the specified design load, no glass breakage or permanent set in the framing members in excess of 0.2% of their clear spans shall occur. 5. Thermal Transmittance (U-factor): When tested to AAMA Specification 1503, the thermal transmittance (U-factor) shall be not more than: a. Glass to Exterior - 0.47 (low-e) 6. Condensation Resistance (CRF): When tested to AAMA Specification 1503, the condensation resistance factor shall not be less than: a. Glass to Exterior - 70 frame and 69 glass (low-e) 7. Sound Transmission Class (STC) and Outdoor -Indoor Transmission Class (OITC): When tested to AAMA Specification 1801 and in accordance with ASTM E1425 and ASTM E90, the STC and OITC Rating shall not be less than: a. Glass to Exterior - 38 (STC) and 31(OITC) 1.5 Submittals: A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, hardware, finishes, and installation instructions for each type of aluminum frame storefront system and storefront entrance doors indicated. B. Shop Drawings: Include plans, elevations, sections, details, hardware, and attachments to work, operational clearances and installation details. C. Samples for Initial Selection: For units with factory -applied color finishes including samples of hardware and accessories involving color section. 1.6 Quality Assurance A. Installer Qualifications: An installer which has had successful experience with installation of the same or similar units required for the project and other projects of similar size and scope B. Manufacturer Qualifications: A manufacturer capable of providing aluminum framed storefront system that meet or exceed performance requirements indicated and of documenting this performance by inclusion of rest reports, and calculations. C. Source Limitations: Obtain aluminum framed storefront system and storefront entrance doors through one source from a single manufacturer. D. Product Options: Drawings indicate size, profiles, and dimensional requirements of aluminum framed storefront system and are based on the specific system indicated. Do not modify size and dimensional requirements. 1. Do not modify intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If modifications are proposed, submit comprehensive explanatory data to Architect for review. 1.7 Project Conditions: A. Field Measurements: Verify actual dimensions of a aluminum framed storefront openings by field measurements before fabrication and indicate field measurements on Shop Drawings. 1.8 Warranty A. Manufactures Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty. 1. Warranty Period: Two (2) years from Date of Substantial Completion of the project provided however that the Limited Warranty shall begin in no event later than six months from date of shipment by manufacturer. 2.1 Manufacturers: A. Manufacturer: Kawneer Company Inc., Contact: Cheryl Wilkerson, Phone: 317-771-9263; email: cheryl.wilkerson@arconic.com 1. Basis -of -Design Product Storefront Framing: a. Trifab 451T (thermal) Storefront System i. 2" x 4-1/2" System Dimensions ii. Glass: Exterior (Front -Set) 2. Basis -of -Design Product Storefront Entrances: a. The door stile and rail face dimensions of the 500-Wide Stile entrance door will be as follows or as indicated on Drawings: Door: 500; Vertical Stile: 5"; Top Rail: 5"; Bottom Rail: 10" b. Major portions of the door members to be 0.125" nominal in thickness and glazing molding to be 0.05" thick. c. Glazing gaskets shall be either EPDM elastometric extrusions or a thermoplastic elastomer. d. Provide adjustable glass jacks to help center the glass in the door opening. B. Alternate Storefront Systems only when approved by Arch PM and Chipotle DM. 1. YKK a. YES 60 TU Storefront System - 2" x 6" nominal dimension; Thermal b. YES 45 TU Storefront System - 2" x 4-1/2" nominal dimension; Thermal; Front -Set 2.. Oldcastle a. Series 6000XT Storefront System - 2" x 6" nominal dimension; Thermal b. Series 3000 Thermal Multi Plane Storefront System - 2" x 4-1/2" nominal dimension; Thermal; Front -Set 3.. US Aluminum a. Series FT601- 2" x 6" nominal dimension; Thermal b. Series FT451- 2" x 4-1/2" nominal dimension; Thermal; Front -Set 4. EFCO a. Series 406 (T) Storefront System - 2" x 6-1/2" nominal dimension; Thermal b. Series 403 (T) Storefront System - 2" x 4-1/2" nominal dimension; Thermal STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 0 F F 00 De c A 0014815 If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING 15 AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM � r-I Q !i LM C* J L M tZ J ,J M D V- = � m J Z = J _J J = LU cr_ N C� >- O tO ::I- V) to L U r%. N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: ARCHITECTURAL SPECIFICATIONS G013 I I' I 11 III 11 I. I' I !_ I I 11 1 I I r L I __ 11111 I_ l*IT I 5. Wausau a. TU24650 Storefront System - 2" x 6-1/2" nominal dimension; Thermal b. TU24000 Storefront System - 2" x 4-1/2" nominal dimension; Thermal 2.2 Materials: A. Provide aluminum entrances and storefront matching the existing building aluminum entrances and storefronts, unless otherwise indicated. B. Aluminum Frame Extrusions: Alloy and temper recommended by aluminum storefront manufacturer for strength, corrosion resistance, and application of required finish and not less than 0.070" wall thickness at any location for the main frame and complying with ASTM B 221: 6063-T6 alloy and temper. C. Aluminum Storefront Entrance Extrusions:Alloy and temper recommended by aluminum -framed glass door manufacturer for strength, corrosion resistance, and application of required finish and not less than 0.090" wall thickness at any location for the main frame and sash members. D. Fasteners: Aluminum, nonmagnetic stainless steel or other materials to be non -corrosive and compatible with aluminum window and door members, trim hardware, anchors, and other components. E. Anchors, Clips, and Accessories: Aluminum, nonmagnetic stainless steel, or zinc -coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions, or other suitable zinc coating; provide sufficient strength to withstand design pressure indicated. F. Reinforcing Members: Aluminum, nonmagnetic stainless steel, or nickel/chrome-plated steel complying with ASTM B 456 for Type SC 3 severe service conditions, or zinc -coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions or other suitable zinc coating; provide sufficient strength to withstand design pressure indicated. G. Sealant: For sealants required within fabricated storefront system, provide permanently elastic, non -shrinking, and non -migrating type recommended by sealant manufacturer for joint size and movement. H. Tolerances: Reference to tolerances for wall thickness and other cross-section dimensions of storefront members are nominal and in compliance with AA Aluminum Standard Data. 2.3 Storefront Framing System: A. Thermal Barrier (Trifab VG-451T): 1. Kawneer IsoLock Thermal Break with a 1/4" separation consisting of a two-part chemically curing, high -density polyurethane, which is mechanically and adhesively joined to aluminum storefront sections. a. Thermal Break shall be designed in accordance with AAMA TIR-A8 and tested in accordance with AAMA 505. B. Brackets and Reinforcements: Manufacturer's standard high -strength aluminum with non -staining, nonferrous shims for aligning system components. C. Fasteners and Accessories: Manufacturer's standard corrosion -resistant, non -staining, non -bearing fasteners and accessories compatible with adjacent materials. Where exposed shall be stainless steel. D. Perimeter Anchors: When steel anchors are used, provide insulation between steel material and aluminum material to prevent galvanic action. E. Packing, Shipping, Handling and Unloading: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. F. Storage and Protection: Store materials protected from exposure to harmful weather conditions. Handle storefront material and components to avoid damage. Protect storefront material against damage from elements, construction activities, and other hazards before, during and after storefront installation. 2.4 Glazing Systems: A. Glazing: As specified in Section 08800 - Glazing. B. Glazing Gaskets: Manufacturer's standard compression types; replaceable, extruded EPDM rubber. C. Spacers and Setting Blocks: Manufacturer's standard elastomeric type. D. Bond -Breaker Tape: Manufacturer's standard TFE-fluorocarbon or polyethylene material to which sealants will not develop adhesion. E. Glazing Sealants: For structural -sealant -glazed systems, as recommended by manufacturer for joint type, and as follows: 1. Structural Sealant: ASTM C 1184, single -component neutral -curing silicone formulation that is compatible with system components with which it comes in contact, specifically formulated and tested for use as structural sealant and approved by a structural -sealant manufacturer for use in aluminum -framed systems indicated. a. Color: Black 2. Weatherseal Sealant: ASTM C 920 for Type S, Grade NS, Class 25, Uses NT, G, A, and 0; single -component neutral -curing formulation that is compatible with structural sealant and other system components with which it comes in contact; recommended by structural -sealant, weatherseal-sealant, and aluminum -framed -system manufacturers for this use. a. Color: Matching structural sealant. 2.5 Entrance Door Systems: A. Entrance Door Hardware: As specified in Section 08710 Door Hardware. 2.6 Accessory Materials: A. Joint Sealants: For installation at perimeter of aluminum -framed systems, as specified in section 07900 - Joint Sealers 2.7 Storefront Framing Fabrication: A. Framing Members, General: Fabricate components that, when assembled, have the following characteristics: 1. Profiles that are sharp, straight, and free of defects or deformations. 2. Accurately fit joints; make joints flush, hairline and weatherproof. 3. Means to drain water passing joints, condensation within framing members, and moisture migrating within the system to exterior. 4. Physical and thermal isolation of glazing from framing members. 5. Accommodations for thermal and mechanical movements of glazing and framing to maintain required glazing edge clearances. 6. Provisions for field replacement of glazing. 7. Fasteners, anchors, and connection devices that are concealed from view to greatest extent possible. B. Mechanically Glazed Framing Members: Fabricate for flush glazing without projecting stops. C. Structural -Sealant -Glazed Framing Members: Include accommodations for using temporary support device to retain glazing in place while structural sealant cures. D. Storefront Framing: Fabricate components for assembly using manufacturers standard installation instructions. E. After fabrication, clearly mark components to identify their locations in Project according to Shop Drawings. 2.8 Storefront Entrance Door Fabrication: A. Fabricate aluminum -framed glass entrance doors in sizes indicated. Include a complete system for assembling components and anchoring doors. B. Fabricate aluminum -framed glass doors that are reglazable without dismantling perimeter framing. 1. Door corner construction shall consist of mechanical clip fastening, SIGMA deep penetration plug welds and 1-1/8" long fillet welds inside and outside of all four corners. Glazing stops shall be hook -in type with EPDM glazing gaskets reinforced with non -stretchable cord. 2. Accurately fit and secure joints and corners. Make joints hairline in appearance. 3. Prepare components with internal reinforcement for door hardware. 4. Arrange fasteners and attachments to conceal from view. C. Weather Stripping: Provide weather stripping locked into extruded grooves in door panels or frames as indicated on manufactures drawings and details. 2.9 Aluminum Finishes: A. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes. B. Factory Finishing: 1. Kawneer Permafluor (70% PVDF), AAMA 2605, Fluoropolymer Coating (Color: Charcoal or as noted on Drawings) 3.1 Examination: A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. Verify rough opening dimensions, levelness of sill plate and operational clearances. Examine wall flashings, vapor retarders, water and weather barriers, and other built-in components to ensure a coordinated, weather tight framed aluminum storefront system installation. 1. Masonry Surfaces: Visibly dry and free of excess mortar, sand, and other construction debris. 2. Wood Frame Walls: Dry, clean, sound, well nailed, free of voids, and without offsets at joints. Ensure that nail heads are driven flush with surfaces in opening and within 3 inches of opening. 3. Metal Surfaces: Dry; clean; free of grease, oil, dirt, rust, corrosion, and welding slag; without sharp edges or offsets at joints. 4. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 Installation: A. Comply with Drawings, Shop Drawings, and manufacturer's written instructions for installing aluminum framed storefront system, aluminum swing storefront entrance doors, accessories, and other components. B. Install aluminum framed storefront system and storefront doors level, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction. C. Set sill members and door threshold in bed of sealant or with gaskets, as indicated, for weather tight construction. D. Install aluminum framed storefront system and components to drain condensation, water penetrating joints, and moisture migrating within sliding door to the exterior. Refer to section 07900 - Joint Sealers. E. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials. F. Install aluminum storefront framing system glass and glazing, in accordance with section 08800 and the manufacturer's requirements. 3.3 Adjusting, Cleaning, and Protection: A. Clean aluminum surfaces immediately after installing aluminum framed storefronts. Avoid damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances. B. Clean glass immediately after installation. Comply with glass manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels, and clean surfaces. C. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period. SECTION 08710 - DOOR HARDWARE 1.1 General: Provide door hardware as shown and specified. A. Standards: Materials and installation shall conform to the following: 1. ANSI A117.1-2009 Accessible and Usable Buildings and Facilities. 2. ANSI/BHMA A156 Series Builders Hardware B. Quality Assurance: 1. Codes and standards: Provide hardware complying with local Building Code requirements and the Tenant's standards for keying and security systems. 2. Project scheduling: Performed by an Architectural Hardware Consultant (AHC). 3. Package each item of hardware and each lockset, complete with all screws, anchors, installation instructions and templates. Identify package indexing with corresponding item number of the hardware schedule. 4. After hardware schedule acceptance, provide necessary templates or physical hardware to required trades for cutting, reinforcing, or preparing their products to receive hardware. Furnish templates to metal door manufacturer's. 2.1 Materials: A. No substitutions allowed. Requirements for manufacturer, design, grade, function, finish, size and other distinctive qualities of each type of door hardware are indicated on the drawings. B. Review the keying system with the Tenant and provide the type required. 3.1 Installation A. Install each hardware item in strict accordance with manufacturer's installation instructions and recommendations. Securely fasten all attached parts. Fit faces of mortised parts snug and flush. Verify operating parts move freely and smoothly without binding or sticking, without excessive clearance. B. Set units level, plumb and true to line and location. Adjust and reinforce attachment substrate as required for proper installation and operation. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. C. Mount hardware units at heights indicated in DHI "Recommended Locations for Builders Hardware", unless otherwise required to comply with requirements of governing codes and regulations. Conform to ANSI A117.1 and ADAGG guidelines for accessibility. 1. Top Butts: 5 inches; top of butt from head of frame. 2. Middle Butts: 3'-2", centerline from finish floor. 3. Bottom Butts: 5 inches; finish floor to bottom of butt. 4. Locks: centerline from finish floor per hardware schedule. 5. Knobs: 3'-2", centerline from finish floor. 6. Pulls: centerline from finish floor per hardware schedule. 7. Pushes: centerline from finish floor per hardware schedule. SECTION 08800 - GLAZING 1.1 General: Provide glass and glazing as shown and specified. A. Standards: Materials and installation shall conform to the following: 1. CPSC 16 CFR Part 1201(1-91)"Safety Standard for Architectural Glazing Materials." 2. GANA "Glazing Manual - 1990." B. Quality Assurance: 1. Codes and standards: Provide type of glass and glazing products that comply with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for category II materials. Comply with all applicable codes, standards and regulations that control safety glazing materials and installation. 2. System Performance: Provide glass and glazing that has been produced, fabricated and installed to withstand normal thermal movement, wind loading and, where applicable, impact loading, without failure including loss or breakage of glass, failure of glazing sealants or gaskets to remain watertight and airtight, deterioration of glass and glazing materials and other defects in the work. 3. Installation: Performed only by experienced glaziers. C. Warranty: 1. Insulating glass: Five years from date of installation against defects that materially obstruct vision through the glass or affect thermal and physical integrity. 2.1 Materials: A. Glass: 1. Float Glass (FG): 1/4" thick clear float glass. 2. Tempered Glass (TG): 1/4" and 1/2" thick clear, tempered safety glass, free -of -tong marks. 3. Insulating Glass (IGL): 1" thick clear, low-e tempered sealed glass; 1/4" thick interior and exterior glass lites with 1/2" aluminum desiccated dual sealed air space; with the following characteristics: a. Low -emissivity coating on #2 surface. b. Visible Light Transmittance: 68% - 70% c. Visible Light Reflectance - Outdoors: 9%-11% d. Solar Energy Transmittance: 32%-34% e. Solar Energy Reflactance-Outdoors: 30%-34% f. U-Value - Winter Night: 0.29 g. U-value - Summer days: 0.28 h. Solar Heat gain Coefficient: 0.37-0.39 i. Shading Coefficient: 0.43-0.45 j. Manufacturers/Products: i. AGC/Comfort Ti-AC40 ii. Sun Guard/SN-68 iii. PPG/Solarban 60 iv. Viracon/VE1-2M 4. Spandrel Glass (SG) 1/4" thick, Spandrel Ceramic Glass, (Color: GrayBlack or as noted on drawings) by Old Castle Building Envelope (419) 666-2000, Contact: Doug Dewar B. Glazing Materials: 1. Glazing Sealants: Provide elastomeric glazing sealants suitable for applications indicated; compatible with one another and with other materials they will contact, complying with ASTM C920. 2. Glazing Tape: Provide preformed, non -staining and non -migrating elastomeric tape, as recommended by tape and glass manufacturers for application indicated, complying with ASTM C 1281. 3. Glazing gaskets: Provide manufacturer's standard snap -on aluminum stops and neoprene, vinyl or EPDM glazing gaskets. 4. Provide setting blocks, spacers and edge blocks of material, size, and shape complying with referenced glazing standard, and compatible with surfaces contacted in installation. C. Fabrication: Factory fabricate and size all glass. 3.1 Installation A. Preparation: 1. Field verify measurements and conditions of installation. 2. Examine all details. Provide proper fitting to details indicated. 3. Glazing channel dimensions shown are intended to provide for necessary bite on glass, minimum edge clearance and adequate glazing materials thickness, with reasonable tolerances. Adjust as required by job conditions at time of installation. B. Install glass and glazing in accordance with the GANA "Glazing Manual" and glass manufacturer's recommendations. 1. Install insulating glass units to comply with recommendations by Sealed Insulating Glass Manufacturers Association (SIGMA). C. Install setting blocks of proper size at quarter points of sill rabbet. Provide spacers as required. D. Install glazing sealants, tapes and gaskets in accordance with manufacturer's recommendations. Set glass without springing and install securely to prevent rattling or breakage. E. Protect glass from breakage during remaining construction. Do not remove non -permanent labels until final acceptance. DIVISION 9 -- FINISHES SECTION 09260 - GYPSUM BOARD SYSTEMS 1.1 General: Provide gypsum board systems as shown and specified. A. Standards: Materials and installation shall conform to the following: 1. GA 214-90 "Levels of Gypsum Board Finish." 2. GA-216 "Specifications for Application and Finishing of Gypsum Board." 3. USG "SA923 Drywall/Steel Framed Systems." 2.1 Materials: A. Manufacturer: United States Gypsum Co. (USG), (800) 874-4968, internet www.usg.com. B. Metal framing: Comply with ASTM C 754 and ASTM C 645 for materials and sizes. 1. Partition metal framing: a. Studs: Galvanized steel, C-shaped, sizes indicated, 20 gage "ST20" b. Runners: Match studs, type recommended by stud manufacturer for floor and ceiling support of studs. Provide flexible ceiling runners for full height metal stud framed partitions continuous from floor to underside of structural members or deck above. C. Ceiling and Soffit metal framing/suspension systems: 1. Small areas: Metal stud framing of appropriate size and gage for spans indicated. 2. Large areas: Furring channel "Grillage" or "Direct Suspension System" designed for concealed support of gypsum board ceilings, of proper type for use indicated. 3. Furring members: 20 gage, galvanized steel screw type, hat -shaped furring. D. Gypsum board panels: USG "Sheetrock" complying with ASTM C1396, tapered edge face panels, 48" wide, in maximum lengths available to minimize end joint conditions, 5/8" thick. 1. General use panels: Sheetrock Regular panels. 2. Fire rated panels: Sheetrock Firecode Core panels. 3. Water-resistant: panels: Sheetrock HUMITEK panels. E. Cement board: USG DUROCK Cement Board, 5/8" thick x manufacturer's standard width, complying with ANSI A118.9, and in maximum lengths available to minimize end -to -end butt joints. F. Fasteners: USG Type "S" bugle head screws for metal framing, USG Type "W" bugle head screws for wood framing, manufacturer's recommended length for panel thickness indicated. G. Trim: Galvanized steel with knurled and perforated flanges. USG Dur-A-Bead corner bead, No. 200E casing bead metal trim, No. 093 Control Joint. H. Joint treatment: USG Joint Treatment System, utilizing "Sheetrock Brand Joint Tape", and "Sheetrock Brand Setting -Type (DURABOND)" compound for tape bedding and topping. I. Adhesives: USG "Sheetrock Brand Setting -Type (DURABOND) 210 or 90" compound for tape bedding and topping. J. Acoustical sealant: USG Sheetrock Acoustical Sealant, water -base type, gunnable sealant for sealing sound -rated gypsum board systems. K. Sound attenuation insulation: USG Thermafiber unfaced 3-1/2" thick, mineral fiber insulating batts/blankets; standard lengths and widths required to coordinate with spaces insulated. 3.1 Installation A. Install metal wall and partition framing and ceiling suspension/ support systems in accordance with USG Bulletin SA 923 and complying with ASTM C754. 1. Ceiling suspension/ support systems: Metal furring system/direct suspension or steel stud framing system. 2. Wall and partition framing: a. Install steel studs per schedule or at spacing indicated with bottom and top runner tracks anchored to substrates. Provide flexible ceiling runner tracks at full height partitions. b. Terminate partition stud system 4" above ceilings, except where indicated to be extended to structural support or roof deck above. Brace tops of partition framing to structure or roof deck at maximum 4'-O" on center spacing. c. Frame openings more than 2'-O" wide with two 20 gage studs at each jamb. d. Coordinate the installation of supplementary blocking and nailers, provided under Section 06100 work, to support shelving, millwork, toilet accessories, and similar work that cannot be adequately supported by gypsum board alone. B. Application and Finishing: Install and finish gypsum board to comply with ASTM C 840 and Gypsum Association GA 216 "Recommended Specifications for the Application and Finishing of Gypsum Board." 1. Screw fasten all gypsum board panels. 2. Metal Trim: Install metal corner beads at external corners of gypsum board work and metal trim wherever edge of gypsum board would be exposed. Use longest practical lengths. 3. Control Joints: Locate and install control joints in accordance with USG Bulletin SA923 "Good Design Practice" recommendations. C. Acoustical Treatment: 1. Where sound -attenuation insulation is indicated, seal gypsum board construction at perimeters, control joints, junction boxes, openings and penetrations with a continuous bead of acoustical sealant including a bead at both faces of partitions. 2. Install sound attenuation insulation at scheduled partitions and ceilings. Install insulation in single layer of required thickness. Extend full thickness over entire area to be insulated. Cut and fit tight around obstructions. Fill all voids. 3. At openings and cutouts, fill open spaces between edges of gypsum board and fixtures, cabinets, ducts, and other flush or penetrating items, with continuous bead of acoustical sealant. 4. Seal sides and backs of electrical boxes to completely close up openings and joints with a bead of acoustical treatment. D. Finishing: 1. Comply with manufacturer's instructions for mixing, handling, and application of materials. Apply treatment at joints both directions, at flanges of trim accessories, penetrations of gypsum board (electrical boxes, piping, and similar work), fastener heads, surface defects, and elsewhere as indicated. Apply in manner that will result in each of these items being concealed when applied decoration has been completed. 2. Apply joint tape at joints between gypsum boards, except where trim accessories are indicated. 3. Interior Exposed Gypsum Board Finish: Level 5 Finish. a. Locations: Typical for all walls and ceilings, unless otherwise indicated b. Finish interior gypsum board by applying the following joint compounds in four coats (not including prefill of openings in base), and sand between coats and after last coat: c. Embedding and First Coat: Setting -type joint or taping compound. d. Fill (Second) Coat: Setting -type topping compound. e. Fill (Third) Coat: Setting -type topping compound. f. Finish (Fourth) Coat: Skim coat entire surface. 4. Interior Concealed Gypsum Board: Level 3 Partial Finishing. a. Finish concealed gypsum board construction that requires finishing same as exposed gypsum board construction, except the third coat and sanding can be omitted. E. Cement Board: Install cement board as a 16" high base at all kitchen and kitchen cook line wall types as indicated on drawings. SECTION D92816 - GLASS -MAT FACED GYPSUM BACKING BOARDS 1.1 General: Provide Fiberglass -mat faced, moisture resistant gypsum backer board as shown and specified. A. Standards: Materials and installation shall conform to the following: 1. ASTM C840 Standard Specification for Application and Finishing of Gypsum Board. 2. ASTM C1002 Standard Specifiation for Steel Self Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs 3. ASTM C1178 Standard Specification for Glass Mat Water -Resistant Gypsum Backing Panel 4. ASTM D3273 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber 5. ASTM D6329 Standard Guide for Developing Methodology for Evaluating the Ability of Indoor Materials to Support Microbial Growth Using Static Environmental Chambers. 6. ASTM E96 Standard Test Methods for Water Vapor Transmision of Materials 7. Tile Council of North America, Inc. (TCNA): TCA Handbook for Ceramic Tile Installation, Current Edition. 2.1 Materials: A. Manufacturer: Georgia-Pacific Gypsum LLC, (800) 225-6119, internet: www.buildgp.com B. Fiberglass -Mat Faced Gypsum Backing Board: DensShield fireguard Tile Backing Board complying with ASTM C1178, Type X, Square edges, 4' wide in maximum lengths available to minimize end joint conditions, 5/8" thick. Surfacing: Coated fiberglass mat on face, back and long edges. 1. General use panels: 5/8" DensShield Fireguard Tile Backer, Georgia-Pacific Gypsum. C. Fasteners: Screws meeting ASTM C1002, with corrosion resistant treatment. Size and type per manufactuer's recommendations: 1. Walls (Steel Frame): Bungle head, fine thread, sharp point rust resistant drywall screw 2. Walls (Walls Frame): Bungle head, coarse thread, sharp point rust resistant screw D. Metal Framing, Trim, joint treatment, adhesives, acoustical sealant, and sound attenuation insulation: Refer to Section 09260 Gypsum Board Systems 3.1 Installation A. Install DenShield at all tile walls excluding hood area as indicated on drawings. B. General: Install in accordance with ASTM C840, manufacturer's recommendations and TCA Handbook for Ceramic Tile Installation. 1. Manufacturers Recommendations: refer to Current "Product Catalog", Georgia Pacific Gypsum. a. Attach DensShield Tile Backer with grey side facing the interior. Tile should be applied on the grey coated side of DensShield Tile Backer. Cut panel to required size and make cutouts. Fit ends and dges closely. Do not leave gaps between panels. r m i knife re then snap, working from the re face side. b. DensShield Tile Backe may be cut by using a utility k e to score, p, g grey c. For walls, when used as a tile substrate a minimum 20-gauge steel or wood framing should be spaced no greater than 24" o.c. for 5/8" DensShield Tile Backer. Board can be applied horizontally or vertically. d. Fasteners shall be spaced 6" o.c. for walls for wood and steel framing. Do not countersink. Drive fasteners flush with grey coated surface. See manufacturer installation Fastener Guide for proper selection. e. In all corners, imbed with a bead of flexible sealant when installing panels into corner. Apply self-adhesive 2" wide fiberglass mesh tape and bed tape on all joints and corners with material used to set tiles. f. Caulk or seal fixture/plumbing penetrations and abutments to dissimilar materials. g. Do not use all purpose joint compound or tape in wet areas. h. Do not apply DensShield Tile Backer directly to concrete or masonry block. Framing or furring of the walls is necessary. L DensShield Tile Backer should not be used for exterior installations. j. DensShield Tile Backer panels should not be used as a base for nailing and mechanical fastening. k. DensShield Tile Backer has a built in moisture barrier. Never install vapor retarders directly behind DensShield Tile Backer panels. In retrofit applications, some paints or other wall coverings may constitute a vapor barrier; remove or effectively penetrate these coverings prior to installing DensShield Tile Backer panels. C. Refer to Section 09260 Gypsum Board Systems for additional installation and sound treatment instructions SECTION 09330 - QUARRY TILE 1.1 General: Provide quarry tile flooring and base as shown and specified. A. Standards: Materials and installation shall conform to the following: 1. ANSI A137.1 "Ceramic Tile." 2. TCA "Handbook for Ceramic Tile Installation." 2.1 Materials: A. Manufacturers: 1. Quarry Tile: Daltile, (877) 556-5728, internet: http://daltile.com a. For ordering purposes, email all orders to chipotle@daltile.com 2. Waterproofing, Setting and Grouting Materials: a. Setting and Grouting Materials and Tile Base Membrane: Mapei I. For ordering purposes, email all orders to chipotle@daltile.com ii. For technical questions, contact Mapei, (800) 992-6273, internet: www.mapei.com 3. Stainless steel Outside Corner Cove Base by Decimet Sales Inc. a. For ordering purposes, email all orders to chipotle@daltile.com B. Quarry Tile: Daltile 6" x 6" x 1/2" Quarry Textures with 5" base as scheduled on finish plan and appropriate trim; Color: "Ashen Gray" OT03 1. Entire Kitchen Area: Provide non-abrasive finish quarry tile. 2. Rest Rooms: Provide non-abrasive finish quarry tile. 3. Outside Corner Cove Base (Kitchen): 5 1/2" Stainless steel corner by Decimet Sales Inc. 4. Inside Corner Cove Base: #QB-3565 1" x 5" 5. Bullnose Coveless Base: #Q-1665, 6" x 6". 6. Bullnose Corner Coveless Base: #QCRL-1665, 6" x 6". C. Waterproofing for elevated floor slabs: Mapei, Mapelastic AquaDefense, Premium Waterproofing and Crack Isolation Membrane D. Setting Adhesive: Mapei, Ultraflex 3, Color: Gray E. Grout: Mapei, Kerapoxy IEG CQ, Color: #9, "Gray", 1/4" grout joints. F. Quarry Tile Base Membrane: Mapei, Mapelastic AquaDefense, Premium Waterproofing and Crack Isolation Membrane 3.1 Installation A. Preparation: Clean substrate surfaces, scheduled to receive quarry tile, thoroughly and remove all coatings that may impair bond. 1. Center tile fields both directions in each floor area. Adjust layout to minimize tile cutting. Avoid tile less than one-half size. Locate cuts to be least conspicuous. 2. Maintain units uniformly "in plane." Provide straight, uniform joint widths and grout lines. B. Elevated Floor Slabs: Install waterproofing membrane at elevated floor slab surfaces scheduled to receive quarry tile floor finish. Install membrane materials in accordance with manufacturer's installation instructions to produce a waterproof membrane of uniform minimum 30 mil thickness bonded securely to substrate. 1. Extend waterproofing up vertical wall surfaces minimum 10" high. 2. Extend membrane down into floor drain flanges to assure continuous waterproofing at drainage points. C. Wet Areas: Install waterproofing membrane at all quarry tile wall base. Install membrane materials in accordance with manufacturer's installation instructions to produce a waterproof membrane of uniform minimum 30 mil thickness bonded securely to substrate. 1. Extend waterproofing up all vertical wall surfaces receiving quarry tile base minimum 10" high. Extend waterproofing membrane 10" minimum horizontally from all vertical wall surfaces receiving quarry tile base. D. Installation: Install, grout and clean ceramic tile in accordance with referenced TCA installation details and ANSI standard specifications for setting methods scheduled. 1. Floors: Latex-portland cement mortar on concrete; TCA detail F113 and ANSI A108.5, grout ANSI A108.10. 2. Base: Latex-portland cement mortar on cement board. 3. Outside stainless steel Corner Cove Base: Install a day prior to quarry tile base. Apply adhesive liberally to the back of the corner cove base and press and tape firmly in place until adhesive has set. Neatly caulk the top of the stainless with GE Silicone II (color Aluminum). a. Over Cement Board: Bond with GE Silicone II, 100% silicone sealant for aluminum and metal. b. Over Stainless Steel: Bond with Hydroment Ultra -Set. STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 0 F F 4 ,,' \\Q,�� OR ��F PN e lc 9% 5 9 ��% ; to O I - :� 0% \ ' I " /. 16 W ,rJ Z A 0014815 , � A, j '� �� �__� %, ER E C P, ltG,�;.% If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. `porG< v0 CA 14 �F `� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 0 r-I = qcl- Q L n M 00 V) W M �O J J J M = L.L = CC (A O >- Co J Z = J J - CiC N (D } O �_ R:t a- V) lD UJ � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: ARCHITECTURAL SPECIFICATIONS G014 - II 1 1 I Ill 1! 11 1 1 171lt1" 1111f pl'_ _ "_ 1 I l I I I I_ 11 11 1 I I I I I' I_ SECTION 09340 - CERAMIC TILE 1.1 General: Provide ceramic wall tile as shown and specified. A. Standards: Materials and installation shall conform to the following: 1. ANSI A137.1 "Ceramic Tile." 2. TCA "Handbook for Ceramic Tile Installation." 2.1 Materials: A. Manufacturers: 1. Ceramic Tile: Daltile, (877) 556-5728, internet: http://daltile.com a. For ordering purposes, email all orders to chipotle@daltile.com 2. Accent Tile: Nemo Tile, Hudson (Glazed Brick) Collection B. Ceramic Tile: Series - Color Wheel Glazed Ceramic: 1. Kitchen Tile or as noted in plans a. Color- Arctic White 0190, Size - 4 x 16, Pattern - stacked bond 2. Accent Tile a. Color - Old Bronze F-1387-B, Size 2 x 8, Pattern - stacked bond C. Setting Adhesive: Thinset Mortar, Custom Building Products, Series - Prolite Grey Thinset, Model # - ZCUPROJGYTHN30 D. Grout: 1. Kitchen Tile or as noted in plans a. Mapei, Series - Flexcolor CQ (Gray - #09), 1/8" grout joints. 2. Accent Tile b. Mapei, Series - Flexcolor CQ (Cocoa - #79), 1/8" grout joints. 3.1 Installation A. Preparation: Clean substrate surfaces scheduled to receive ceramic tile thoroughly and remove all coatings that may impair bond. 1. Protect surrounding work from damage. 2. Remove any curing compounds or other contaminates. 3. Vacuum clean surfaces and damp clean. 4. Install cementitious backer board or glass -mat faced gypsum backing board as indicated in drawings in accordance with ANSI A108.11 and board manufacturer's instructions. Tape joints and corners, cover with skim coat of dry -set mortar to a feather edge. 5. Prepare substrate surfaces for adhesive installation in accordance with adhesive manufacturer's instructions. B. Kitchen: 1. Install, grout and clean ceramic tile in accordance with referenced TCA installation details and ANSI standard specifications for setting methods scheduled. 2. Lay tile in horizontal stack bond, following detail drawings for layout considerations. Horizontal rows of tile shall be full -height courses, unless noted otherwise. 3. Arrange pattern so that a full tile or joint is centered on each wall horizontally and that no tile less than 1/2 width is used at the ends of the wall. Exception: when one end of the wall is a tile -to -gypsum board transition. Do not interrupt tile pattern through openings. 4. Use specified stainless steel corner guards at tile -to -tile and tile-to-FRP outside corners. 5. Use corner bead of 100% silicone sealant, color to match grout, at inside corners where tile meets tile. 6. Use corner bead of 100% silicone sealant, white, at inside corners where tile meets paint gyp. board, tile meets FRP or tile meets aluminum. 7. Cut and fit tile to penetrations through tile, leaving sealant joint space. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints watertight, without voids, cracks, escess mortar, or excess grout. 8. Sound tile after setting. Replace hollow sounding units. 9. Keep expansion joints free of adhesive or grout. Allow tile to set for a minimum of 48 hours prior to grouting. Apply sealant to junction of tile and dissimilar materials and junction of dissimilar planes. Refer to section 07900 Joint Sealers. 10. Clean tile and grout surfaces. SECTION 09510 - ACOUSTICAL CEILINGS 1.1 General: Provide acoustical ceiling continuous/wall to wall system as shown and specified. 1.2 Related Documents A. Section Includes: 1. Drawings and general conditions of Contract, including General and Supplementary Conditions and Divisions -1 2. Specification sections apply to work of this section. 1.3 Summary A. Section Includes: 1. Acoustical ceiling panels 1.4 Quality Assurance: A. Acoustic Panels: As with other architectural features located at the ceiling, may obstruct or skew the planned fire sprinkler water distribution pattern through possibly delay or accelerate the activation of the sprinkler or fire detection systems by channeling heat from a fire either toward or away from the device. Designers and installers are advised to consult a fire protection engineer, NFPA 13, or their local codes for guidance where automatic fire detection and suppression systems are present. B. Coordination of Work: Coordinate acoustical ceiling work with installers of related work including, but not limited to building insulation, gypsum board, light fixtures, mechanical systems, electrical systems and sprinklers. 1.5 Delivery, Storage and Handling: A. Deliver acoustical ceiling units to project site in original, unopened packages and store them in a fully enclosed space where they will be protected against damage from moisture, direct sunlight, surface contamination, and other causes. 1 1.6 Warranty: A. Acoustical Panel: Submit a written warranty executed by the manufacturer, agreeing to repair or replace panels that fail within the warranty period. Failures include, but are not limited to the following: 1. Acoustical Panels: Sagging and warping 2. Grid System: Rusting and manufacturer's defects B. Warranty Period: 1. Acoustical Panels and Grid System: One (1) year from date of substantial completion. C. The Warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under the requirements of the Contract Documents. 2.1 Materials: A. Manufacturer: 1. Provide "SOFFIT - Silentium Ceiling Baffle System" as manufactured by: a. MAXXiT Systems, Inc., 200 Admiral Blvd., Mississauga, ON L5T 2N6, Canada. General Phone: 905-206-9349 or contact: Daniel Biggs Cell phone: 1-587-987-6040 Office phone: 1-905-206-9349 Email address: danie►.biggs@maxxitsystems.com b. This has a minimum 6 week lead time and will need to be ordered early. Specs and install instruction provided by MAXXit. 2. Alternate Ceiling Baffle System only when approved by Arch PM and Chipotle DM: a. TURF Design Inc, 2000 Fox Lane, Elgin, IL 60123. General Phone: 844-TURF-OMG or contact: Ryan Markland Phone: 909-367-8316 Email address: R.Markland@turf.design B. SOFFIT "Silentium Ceiling Baffle: 2 1/4" thick x 8 3/4" tall 1. Material: 100% Polyester Felt (Solid Felt Baffle) 2. Lengths: 951/2", 711/2", 47 5/8", 23 3/4" 3. Color: Gray GP-04 4. Flame Spread + Smoke Generation: Class A, ASTM E84 5. Noise Reduction Coefficient (NRC): -0.75 6. Recyle Content: 60% PET-recylcled fiber 7. Accessories: Finished End Cap adn Joiner Spline C. SOFFIT Suspension Fitting: 1. Installation hardware fitting with locking device designed to positively lock baffle panel in place. SOFFIT Suspension Fitting connects SOFFIT Ceiing Baffle to Heavy Duty T-Bar. D. Metal Suspension Systems, General 1. This Ceiling Baffle System is designed to be supported by and attached to a Heavy Duty T-Bar (ceiling grid) installation above it. a. Design the T-Bar installation to provide connection points as required for each baffle segment and provide sufficent support for the weight of the baffles. b. Acceptable T-Bar product: Armstrong Prelude XL, USG Donn Brand DX/DXL, or equal. Color: Black E. Adjacent Materials Consideration 1. Air Distribution Devices: Provide distribution devices that are independently suspended, relocatable, capable of being fully integrated with ceiling system that requires no interruption of baffle components. 2. Lighting Fixtures: Provide fixtures capable of being fully integrated with ceiling system and that require no interruption of baffle components. 3.1 Site Conditions: A. Begin system installation only after space is enclosed and weather -tight; and after all wet work and overhead work have been completed. B. Prior to starting installations, allow materials to reach ambient room temperature and humidity intended to be maintained for occupancy. C. Care must be taken to prevent physical damage (i.e. scratching, denting, etc...) to materials. D. Product must not be exposed to water at anytime. E. Building areas to receive ceilings shall be free of construction dust and debris. 3.2 Examination: A. Examine substrates and structural framing to which baffle panel system attaches or abut, for compliance with requriements that affect installation and anchorage, and other conditions affecting performance. B. Proceed with installation only after any unsatisfactory conditions have been corrected. 3.3 Preparation: A. Coordination: Furnish layouts for cast -in -place anchors, clips, and other ceiling anchors whose installion is required of other trades. B. Survey substrate to assure squareness and proper elevaton installation. 3.4 Installation: A. General: Install SOFFIT - "Silentium" Ceiling Baffle System per manufacturers shop drawings provided, per manufacturers's written instructions, to comply with publications referenced below and any governing building codes / inspectors' requirements. 1. CISCA "Ceiling Systems Handbook" 2. Standard for Ceiling Suspension System Installations -ASTM C 636. 3. Standard for Ceiling Suspension Systems Requiring Seismic Restraint - ASTM E 580 4. IBC (International Buidling Code) standard for Seismic Zone for local area. 3.5 Adjust and Clean A. Adjust components to provide uniform tolerances. B. Vacuum and clean exposed surfaces with non -solvent, non-abrasive commerical type cleaner that is safe for system finish, as required. C. Replace damaged and broken panels. SECTION 09510 - SUSPENDED CEILING SYSTEMS 1.1 General: Provide acoustical ceiling systems as shown and specified. A. Standards: Materials and installation shall conform to the following: 1. CISCA "Acoustical Ceilings - Use and Practice." 2. ASTM C635. 3. ASTM C636. B. Related Sections: 1. 09515 Cementitious Wood Fiber Acoustical Panels: Suspension system. 2.1 Materials: A. Manufacturer: 1. USG Interiors, Inc., (800) 950-3839, www.usg.com 2. Pittcon Industries, (800) 637-7638, www.pittconindustries.com B. Ceiling Panels: USG "Sheetrock Lay -In ClimaPlus No. 3270" ceiling panels with white, stipple texture, vinyl facing, 24" x 48" x 1/2". C. Light Pocket: Pittcon "LP-700-800", White, Height of cove should be field verified by GC to end on a full tile height. 1. Light Pocket can have up to 6 week lead time and should be ordered as soon as possible. 2. Light pocket endcap should only be installed when the end of the cove is not against a wall. D. Suspension System: Provide intermediate duty, structural class, direct hung systems adequate to support light fixtures, ceiling diffusers and other normal accessories. 1. Exposed "Tee" Grid System for use with Lay -In Ceiling panels: USG "Donn DX System" non -fire rated with 15/16" exposed face, cold -rolled galvanized steel with aluminum face cap, white paint finish on exposed surfaces. Provide hemmed edge aluminum wall angles, 15/16" exposed leg, white paint finish matching exposed grid. 2. Concealed "Tee" Grid System for use with Painted Gypsum Board Ceilings & Soffits or with Cementitious Wood Fiber Acoustical Panels (Tectum): USG "DGLW" Heavy Duty Drywall Suspension System with 15/8" deep by 11/2" wide main tees and 11/2" deep by 11/2" wide cross tees. 3. Hanger Wire: No. 12 SWIG galvanized steel wire. 4. Heavy Duty "Tee" Grid System for use with Felt Baffle Ceiling System: USG Donn Brand DX/DXL with 15/16" wide face tees, color: black. 3.1 Installation A. Install acoustical ceiling materials and suspension systems in strict accordance with manufacturer's recommendations, complying with governing regulations and industry standards applicable to the work. B. Suspension system installation shall be laser leveled with a maximum surface leveling tolerance of 1/8" in 12'-0". C. Install exposed Tee suspension systems with main tees nominally 12 ft long spaced 48 in O.C. and cross tees nominally 4 feet long spaced 24 in O.C. D. Install concealed Tee suspension systems with main tees nominally 12 ft long spaced 24 inches O.C. and cross tees nominally 2 ft long spaced 48 in O.C. E. Hanger wire shall be spaced 48" O.C. along main tees, at all four corners of light fixtures (where applicable), at midpoint of cross tees adjacent to light fixtures and duct outlets, and adjacent to main tee splices. F. Secure wire hangers by looping and wire -tying either directly to building structure or to hangers that are secure and appropriate for substrate. G. Provide edge trim molding at perimeter of acoustical ceiling installation and intermediate vertical surfaces. Use maximum lengths. Miter trim corners to Provide tight, accurate joints. Connect moldings securely to substrate surfaces. SECTION 09653 - RUBBER WALL BASE 1.1 General: Provide resilient rubber wall base as shown and specified. A. Standards: Materials and installation shall conform to the following: 1. ASTM D 2240 Rubber - 85 Shore A 2.1 Materials: A. Manufacturer: 1. Johnsonite, Inc., (800) 899-8916, internet: www.johnsonite.com B. Resilient Rubber: 1. .125" (3.17 mm) Thickness 2. "Black" color 3. Straight (toeless) or coved as specified on finish plan 4. Inside and outside corners with 4" returns. C. Setting Adhesive: Johnsonite 960 Acrylic Cove Base Adhesive 3.1 Installation: A. Preparation: Clean substrate surfaces scheduled to receive resilient rubber and vinyl wall base thoroughly and remove all coatings that may impair bond. A uniform temperature of at least 65 degrees Fahrenheit shall be maintained for 24 hours before, during and after the installation is completed. The wall base and adhesives shall be conditioned in the same manner. Coiled wall base shall be uncoiled and lay flat for at least 24 hours at 65 degrees Fahrenheit prior to installation. Floor and walls shall be clean, dry, and free of dust, all paints, wallpaper, and all other foreign material, which may affect proper adhesive bonding. Wall base may be installed on interior plaster, gypsum wall board, concrete, masonry, mineral -reinforced cement board or similar porous surfaces. Wall base shall not be installed on surfaces that will be exposed to drastic temperature changes or moisture. B. Application: Use a 1/8" square notch trowel to apply adhesive. Allow adhesive to set up and then apply wall base in accordance with manufacturer's instructions. SECTION 09770 - SPECIAL WALL SURFACING - PHENOLIC INTERIOR WALL PANELS 1.1 General: Provide Stonewood solid phenolic panels and accessories for interior walls and millwork as shown and specified. 1.2 Related Sections: A. Section 05400 - Cold Formed Metal Framing B. Section 06210 -Finish Carpentry and Millwork C. Section 07900 -Joint Sealers D. Section 09260 - Gypsum Board Systems 1.3 Standards: Materials and construction shall conform to the following: A. ASTM D638 -10 Standard Test Method for Tensile Properties of Plastics. B. ASTM D790 -10 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. C. ASTM E84 -12 Standard Test Method for Surface Burning Characteristics of Building Materials. D. NEMA Standards Publication LD3-2005. High pressure decorative laminates. 1.4 Design/Performance Requirements: A. Design and size of wall panel assemblies including wall panels, mounting system to support weight of panels. B. Allow for thermal movements from ambient and surface temperature changes by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on expected movement of material as defined in fabrication guidelines. 1.5 Quality Assurance: A. Manufacturer's Qualifications: 1. Sufficient plant facilities to provide quality and quantity of materials as required without delaying progress of work. 2. Minimum of 40 years of experience in paper saturation of phenolic resin, and producing phenolic paper laminate. B. Fabricator: 1. Fabricated by the manufacturer, and/or; 2. Contracted by the customer, minimum 5 years' experience in fabrication work for the size and complexity of the projects. C. Installer 1. Proven professional installer with a minimum of 5 years of documented experience. 2. Approved by the manufacturer. 1.6 Delivery, Storage and Handling: A. Refer to Section 01400 Quality Requirements. B. Delivery: Deliver materials in manufacturer's original unopened containers/packages, with labels clearly identifying product name, manufacturer, color/texture and weight. C. Storage: 1. Keep panels dry and stored indoors in original packaging until installation. 2. Store Stonewood panels on a smooth, dry, flat surface, making sure there are no bends or bowing in the load. 3. Do not store directly on cold concrete floors as moisture may migrate. 4. Do not store under heating units or air conditioning units. 5. Keep load stored within outer wrap until use. Remove pallet straps once load is moved to storage area. 6. Reseal plastic wrap if partial load is used. 7. Keep foam dividers in place. D. Handling: 1. Handle materials in accordance with manufacturer's instructions. 2. Protect materials during handling to prevent damage. 3. When moving sheets, lift evenly to avoid dragging panels across each other and scratching the surface. PLEASE TAKE CARE NOT TO SCRATCH THE SURFACE OF THE PANEL DURING HANDLING, MACHINING AND INSTALLATION. 1.7 Warranty: A. Limited Warranty: Fibbers warrants Stonewood for a period of 10 years. Refer to www.stonewoodpanels.com for details. 1.8 Project Conditions: A. Environmental Limitations: Buildings are to be fully enclosed prior to installation with sufficient heat (70 degrees) and ventilation consistent with good working conditions for finish work. B. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. C. Field Measurements: Verify locations of structural members and wall opening dimensions by field measurements before composite wall panel fabrication and indicate field measurements on Shop Drawings. 2.1 Manufacturer: A. Fiberesin Industries, Inc. PO Box 808, Oconomowoc, WI 53066. Phone: (262) 567-4427, Fax: (262) 567-4814, Web Site: www.stonewoodpanels.com Email: info@fiberesin.com B. Made in the United States from materials sourced in the USA. 2.2 Application: A. Apply Solid Phenolic Laminate Wall Panels at walls and other surfaces as indicated on the Drawings. Phenolic Wall Panels are architectural wall panels applied over a sheathed stud wall or other solid blocking per Drawings. 2.3 Interior Stonewood: A. Material: Solid phenolic laminate panel w/o overlay. B. Color: Black ND C. Finish: Matte D. Standard Size: 48"x96" E. Panel Thickness: 5/16", 1/2" F. Panel Core: HR Black 2.4 Minimum Material Properties A. NEMA Requirements: Description NEMA Requirements Dimensional Change: 3.11 Length (Machine Direction) 0.3% Maximum 0.25% Width (Cross Direction) 0.7% Maximum 0.50% Density (PCF) 82 B. Mechanical Properties: Property NEMA Requirements Flexural Strength ASTM D-790 MD (psi) 18,000 20,000 CD (psi) 12,000 16,000 Flexural Modulus ASTM D-790 MD (psi) 1.6x10"6 2.0 x10^6 CD (psi) 1.410"6 1.5x10^6 Tensile Modulus ASTM D-638 MD (psi) 18,000 18,000 CD (psi) 12,000 13,000 C. Fire Resistance: Class A (0.250") Class B (0.250") Flame Spread Index - ASTM E-84 (BLDG): 5 30 Smoke Developed Values - ASTM E-84 (BLDG): 5 105 Fire Rating (Standard Product is Class B): A B D. Manufacturing Tolerance: Thickness (.156 to .375) +/- .020 Thickness (above .375 to 1.000) +/- .030 CNC Shaped Size (Length - Width) +/- .020 Drill Diameter +/- .003 Drill Depth +/- .020 CNC Hole to Hole +/- .020 CNC Hole to Edge (10per) +/- .020 CNC Hole to Edge (2 Oper) +/- .030 Routing - (Slots Width and Length) +/- .015 Routing - (Slots Depth) +/- .020 2.5 Accessories (Fasteners): A. Panel Fasteners: #10 x 1-1/4" flat phillips head black oxide wood screws to be used with wood blocking and #10 x 1-1/4" flat phillips head black oxide sheet metal screws to be used with sheet metal blocking as recommended by the manufacturer. B. Provide exposed fasteners with heads matching color of composite wall panels by means of factory -applied coating. C. Fasteners shall by designed to withstand the effects of dead load and accommodate hygrothermal expansion/contraction of the panel. D. Wall Panel Accessories: Provide components required for a complete composite wall panel assembly including trim, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of composite wall panels unless otherwise indicated. STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 VAAA111111II II II 1l'I"' cD illl I 0 � 0014815 E D A If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. \+MCA N GPI CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 1NTERNET: WWW.CHIPOTLE.COM � r-I Q li LM 0000 J W M I� J J J M M) LL. = CO J z =-'J J = IIY N 0 >- O tJ) ILD L U � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn ARL Project No. SDLA1927 Checked: SDL DATE: 10.14.20 Contents: ARCHITECTURAL SPECIFICATIONS G015 3.1 Manufacturer's Execution Instructions: A. Compliance: Comply with manufacturer's/fabricator's/supplier's product data, handling and installation instruction/manual, shop drawings, shipping container/package ticket identification, etc. 3.2 Examination: A. Verify correct panels received including dimension, tolerance, color/texture. B. Verify correct attachment system received for the specific project/job. C. Verify all the documents including shop drawing and installation guidelines. D. Verify installation conditions are satisfactory to receive work of this section before the commencement E. Verify substrate installation is complete, flat, and true to plane. F. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 1 3.3 Preparation: A. Field Measurements: Verify prior to fabrication and installation of the cladding panel. B. Protect surrounding areas and surfaces to preclude damage during work of this section. C. Lay out work before beginning installation as necessary for true, plumb and aligned panel installations. D. Verify locations of joints and panel lengths. 3.4 Installation: A. Conform to manufacturer's instructions and provisions of shop drawings. B. Install to allow hydro -thermal expansion/contraction. C. Use appropriate techniques/tools to work with the panel. D. Do not force to t, do not bend, stretch/compress. E. Make cutting and fitting neat, square, and true. Where required cut, de -burr edges, and clean filings from adjacent surfaces. F. Do not install damaged or questionable panels. G. Install solid phenolic wall panels plumb and level and accurately spaced. H. Anchor panels and other components of the work securely in place, with provisions for thermal and structural movement. I. Shim or otherwise plumb substrates receiving composite wall panels. J. Do not use construction adhesives to apply wall panels directly to substrates or wall board. Use mechanical fasteners only. 3.5 Erection Tolerances: A. Shim and align composite wall panel units within installed tolerance of 1/4 inch in 20 feet, non -accumulative, on level, plumb, and location lines as indicated and within 1/8 inch offset of adjoining faces and of alignment of matching profiles. 3.6 Field Quality Control: A. Manufacturer's Field Service: Provide field services to ensure product installation is in accordance with manufacturer's/fabricator's /supplier's instructions and installation manual, shop drawings etc. 3.7 Adjusting: A. Correct identified defects and irregularities. B. Replace damaged soiled, and discolored work. 3.8 Cleaning: A. Leave installation clean and free from residue and debris from work of this Section. B. Panels best cleaned with warm soapy water and rinsed with clear water; allowed to dry fully. SECTION 09900 - PAINTS AND COATINGS 1.1 General: Provide paints and coatings as shown and specified. A. Provide surface preparation, prime, intermediate and finish coatings for interior and exterior and existing scheduled surfaces and items. B. Provide Tenant -selected finishes and colors for all exposed surfaces, unless otherwise indicated. 1.2 Related Documents: A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this section. 1.3 Summary: A. This section includes surface preparation and field painting of the following: 1. Exposed exterior items and surfaces. 2. Exposed interior items and surfaces. 3. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. 1.4 Quality Assurance: A. Applicator Qualifications: Engage an experienced applicator that has completed painting system applications similar in material and extent to that indicated for this Project with a record of successful in-service performance. B. Source Limitations: Obtain block fillers, primers and undercoat materials for each coating system from the same manufacturer as the finish coats. C. Provide lead free prime and finish coatings. All top coatings shall be mold and mildew resistant. 1.5 Delivery, Storage and Handling: A. Deliver materials to the Project Site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label, and the following information: 1. Product name or tile of material. 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. 8. VOC content B. Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 degrees F (7 degrees C). Maintain containers used in storage in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling, mixing and application. 1.6 Project Conditions A. Apply water -based paints only when the temperatures of surfaces to be painted and surrounding air temperatures are between 50 and 90 degrees F (10 and 32 degrees C) unless otherwise stated on the technical data bulletin. B. Apply solvent -thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 and 95 degrees F (7.2 and 35 degrees Q. C. D n in in snow, rain f r mist, r when h relative humidity exceeds 85 percent, or at temperatures less than 0 of apply paint s o fog, o st, o e the d y e p p 5 degrees F (3 degrees C) above the dew point, or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by manufacturer during application and drying periods. 2.1 Manufacturers: A. Products: Subject to compliance with requirements, provide one of the products in the paint schedules. B. Manufacturers Names: The following manufacturer is referred to in the paint schedule by use of shortened versions of the name, which is shown below: 1. PPG Industries, Inc. 2. Materials - No substitutions allowed. 2.2 Paint Materials, General A. Material Compatibility: Provide block fillers, primers, undercoats, and finish -coat materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best -quality "professional" paint material of the various coating types specified. Paint - material containers not displaying manufacturer's product identification will not be acceptable. Colors: Color guided selected by owner and will be strictly adhered too, unless otherwise noted. C. Exterior Coatings: Exterior Ferrous Metals: Preparation: Remove all visible oil, grease, soil, rust and all other soluble contaminates from steel surface. Uniformly roughen surface with 150-grit paper. Remove all dust before solvent cleaning by the use of stiff bristle brush. Prime: (1) coat PPG; 402OPF Series Pitt -Tech Plus Int/Ext DTM Acrylic Industrial Primer (90 g/L VOC): Applied at a dry film thickness of not less than 2.0 to 4.0 mils. Finish: (2) coats PPG; 4216 Plus HP Series Pitt -Tech Plus Semi -Gloss DTM Industrial Enamels (90 g/L VOC): Applied at a dry film thickness of not less than 2.0 to 4.0 mils. Application: Conventional or HVLP (high volume low pressure) Exterior and Interior Gas Piping: Preparation: Remove all visible oil, grease, soil, rust and all other soluble contaminates from pipe surface. Remove all dust before solvent cleaning by the use of stiff bristle brush. Prime: (1) coat PPG; 402OPF Series Pitt -Tech Plus Int/Ext DTM Acrylic Industrial Primer (90 g/L VOC): Applied at a dry film thickness of not less than 2.0 to 4.0 mils. Finish: (2) coats PPG; 4216 Plus HP Series Pitt -Tech Plus Semi -Gloss DTM Industrial Enamels (90 g/L VOC): Applied at a dry film thickness of not less than 2.0 to 4.0 mils. Application: Conventional or HVLP (high volume low pressure) Exterior Patio Railing: Preparation: Remove all visible oil, grease, soil, loose paint, rust and all other soluble contaminates from steel surface. Remove all dust before solvent cleaning SSPC-SP1 by the use of stiff bristle brush. SSPC-SP3 may be required as a more aggressive preparation to remove loose mill scale, loose rust, loose paint and other loose detrimental foreign matter from the surface. Performance is better with more aggressive preparation. Prime: (1) coat PPG; 95-3300 Durathane DTM Urethane Mastic (250 g/L VOC): Applied at a dry film thickness of not less than 3.0 to 5.0 mils. Finish: (1) coat PPG; 95-3300 Durathane DTM Urethane Mastic (250 g/L VOC): Applied at a dry film thickness of not less than 3.0 to 5.0 mils. Application: Conventional or HVLP (high volume low pressure) be done with conventional spray or airless equipment or brush or roller. Exterior Galvanized Metal: Preparation: Before applying primer or other surface treatments, clean galvanized metal surface to SSPC-SP1 that could impair bond of the various coatings. Remove oil, grease and soap film before priming use of Krud Kutter Metal Clean & Etch may be required on bare or new galvanized. Surface must be clean, dry and free of contaminants, including salt deposits. Additional prep may be needed to SSPC-SP2. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. Note: Some selected areas of bare concrete surfaces will require (1) coat of Perma Crete 4-503 Concrete Primer before steel installation over all concrete surfaces. Owner Option 1: Prime: (1) coat PPG; 6-209 SpeeclHide Galvanized Metal Primer (400 g/L VOC): Applied at a dry film thickness of not less than 3.0 to 5.0 mils. Finish: (2) coats PPG; 4216 Plus HP Series Pitt -Tech Plus Semi -Gloss DTM Industrial Enamels (90 g/L VOC): Applied at a dry film thickness of not less than 2.0 to 4.0 mils. Owner Option 2: Prime: (1) coat PPG; 97-245 Pitt -Guard DTR Epoxy Mastic Primer (263 g/L VOC): Applied at a dry film thickness of not less than 4.0 to 7.0 mils. Finish: (2) coats PPG; 95-3300 Durathane Urethane Mastic (240 g/L VOC): Applied at a dry film thickness of not less than 2.0 to 4.0 mils. Owner Option 3 (Low VOC): Prime: (1) coat PPG; Amerlock 2 Fast Dry VOC Compliant Epoxy (84 g/L VOC): Applied at a dry film thickness of not less than 4.0 to 6.0 mils. Finish: (2) coats PPG; Amershield VOC Aliphatic Urethane (84 g/L VOC): Applied at a dry film thickness of not less than 5.0 to 8.0 mils. Application: Conventional or HVLP (high volume low pressure) be done with conventional spray or airless equipment or brush or roller. Exterior CMU Primer: CMU Preparation: Mortar should cure for at least 30 days and preferably 90 days prior to priming. Fill block with an appropriate block filler. Surfaces previously coated with water thinned cement -based paint must be prepared with extra care. If the material appears to be adhering tightly, a masonry sealer may be applied to seal the surface. Check adhesion by applying a piece of masking tape. If the sealer peels off and has loose particles, remove all chalking or crumbling material, re -seal and re -check adhesion. Field Preparation: Surfaces to be coated must be dry, clean, sound, and free from all contamination including loose and peeling paint, dirt, grease, oil, wax, concrete curing agents and bond breakers, chalk, efflorescence, mildew, rust, product fines, and dust. Remove loose paint, chalk, and efflorescence by wire brushing, scraping, sanding, and/or pressure washing. Putty all nail holes and caulk all cracks and open seams. Sand all glossy, rough, and patched surfaces. Feather back all rough edges to sound surface by sanding. Prime: (2) Coats PPG; Speedhide Interior/Exterior Masonry Hi Fill Latex Block Filler Application: Brush, Roll or Spray Existing Stucco/EIFS Surfaces (including wet areas): Preparation: Remove all visible oil, grease, soil and all other foreign substances with cleaning solutions and/or scrapers. Allow to dry and sand all areas that need smoothing and dust off. Prime: (1) coat PPG; 4-603 Perma-Crete Alkali Resistant Primer (100 g/L VOC): Applied at a dry film thickness of not less than 1.2 to 1.9 mils. Finish: (2) coats PPG; 4-22 Perma-Crete Hi -Build Acrylic (100 g/L VOC): Applied at a dry film thickness of not less than 3.2 to 5.8 mils. Application: Airless spray with back roll using 3/4" nap roller. Exterior Wood: Preparation: Remove all visible oil, grease, soil and all other foreign substances with cleaning solutions and or scrapers. Allow to dry and sand all areas that need smoothing and dust off. Prime: (1) coat PPG; 17-921 Seal Grip Primer Sealer (100 g/L VOC): Applied at a dry film thickness of not less than 2.0 to 4.0 mils. Finish: (2) coats PPG; 70-501 Manor Hall Exterior Semi Gloss or PPG Acri-Shield Semi Gloss PP649 (50 g/L VOC): Applied at a dry film thickness of not less than 1.5 to 3.0 mils. Application: Brush, Roll or Spray D. Interior Coatings: Interior Metals: (Doors, door frames, where indicated) Preparation: Remove all visible rust, oil, grease, soil and all other foreign substances with cleaning solutions and/or scrapers. Allow to dry and sand all areas that need smoothing and dust off. Prime: (1) coat PPG; 402OPF Series Pitt -Tech Plus Int/Ext DTM Acrylic Industrial Primer (90 g/L VOC): Applied at a dry film thickness of not less than 2.0 to 4.0 mils. (Repaints only require spot prime on bare metal surfaces.) Finish: (2) coats PPG; V-50-410 Breakthrough Semi -gloss Sheen Acrylic (250 g/L VOC): Applied at a dry film thickness of not less than 1.4 to 2.0 mils. Application: Conventional spray, HVLP or Airless spray. Touch-ups shall be done with conventional spray or airless equipment or brush or roller. Interior Metals: (Metal Deck if indicated on Finish Plan) Preparation: Remove all visible rust, oil, grease, soil and all other foreign substances with cleaning solutions and allow to dry before priming. Prime: (1) coat PPG; 402OPF Series Pitt -Tech Plus Int/Ext DTM Acrylic Industrial Primer (90 g/L VOC): Applied at a dry film thickness of not less than 2.0 to 4.0 mils. (Primer only required on unpainted decking or to spot prime bare areas in decking.) Finish: (2) coats PPG; 90-1110 Pitt -Tech Plus Satin Acrylic (100 g/L VOC): Applied at a dry film thickness of not less than 2.0 to 4.0 mils. Application: Conventional spray, HVLP or Airless spray. Touch-ups shall be done with conventional spray or airless equipment or brush or roller. Interior Gyp. Bd.: Preparation: Remove all visible oil, grease, soil and all other foreign substances with cleaning solutions. Fill hairline cracks, holes and other defects with filler compatible with finish coats. Sand smooth all areas filled and/or areas to make a smooth overall finish. Prime: (1) coat PPG; 9-900 Pure Performance Acrylic Primer (0 g/L VOC): Applied at a dry film thickness of not less than 1.4 to 2.0 mils. (Spot prime required only on repaint projects.) Finish: (2) coats PPG Pure Performance Zero VOC Eggshell 9-500 Series as shown on finish plan: Applied at a dry film thickness of not less than 1.5 to 2.0 mils. Application: Conventional spray, HVLP or Airless spray. Touch-ups shall be done with conventional spray or airless equipment or brush or roller. Interior Wood Trim and Plywood - Clear Polyurethane Finish: (Plywood finishes shall be shop applied in a controlled environment) Shop Preparation: Scuff sand between coats. Shop Finish: (2) coat, ML Campbell Krystal conversion varnish, Clear Dull Sheen Application: Spray Field Preparation: All cuts in field are to be sanded smooth. Scuff sand between coats. Field Finish: (2) coat, ML Campbell High Performance Pre -Cat Lacquer, Clear Dull Sheen Application: Wipe on with t-shirt rag. E. Color Guide: Refer to finish plan and drawings for exact location of all colors WHERE WHAT COLOR SHEEN FINISH TAG Exterior Galvanized PPG Pitt -Tech Plus PPG 1001-6 Gloss N/A Semi -Gloss Acrylic Finish Knight's Armor" 4216 Plus HP Series (See Options Note in Spec) _ 1 ISemi-Gloss Exterior (Roof Mounted) Gas Piping PPG Pitt -Tech Plus (Yellow N/A ISemi-Gloss Acrylic Finish 4216 Plus HP Series Exterior and Interior Gas Piping, Where PPG Pitt -Tech Plus Match surrounding Semi -Gloss N/A Exposed Semi -Gloss Acrylic Finish finishes/verify with 4216 Plus HP Series architect Exterior CMU Primer PPG Speedhide White Flat N/A Interior/Exterior Masonry Hi Fill Latex Block Filler Exterior CMU PPG Pitt -Tech Plus PPG 1001-6 ISemi-Gloss N/A Semi -Gloss Acrylic Finish 'Knight's Armor" 4216 Plus HP Series Interior Doors, Door Frames, Rails and Rail PPG Breakthrough PPG V51-90 Black Satin D3 Frames, Where Specified 50 Acrylic Satin Exterior Ferrous Metals 1 PPG Pitt -Tech Plus PPG 1001-6 Semi -Gloss !N/A Semi -Gloss Acrylic Finish 'Knight's Armor" 4216 Plus HP Series Exterior Wood PPG Manor Hall Acrylic PPG 1001-6 Semi -Gloss i N/A Semi -Gloss 70-501 Series or 'Knight's Armor" PPG Acri-Shield Acrylic Semi -Gloss PP649 Series Exterior Stucco and EIFS Patio and Wet PPG Perma-Crete PPG 1001-6 Flat N/A Areas High Build Acrylic 'Knight's Armor" Topcoat 4-22 Series Exterior Stucco and EIFS Patio and Wet PPG Perma-Crete PPG 1010-2 Flat N/A Areas (Alternate) High Build Acrylic "Fog" Topcoat 4-22 Series Interior Doors, Door Frames, Rails and Rail PPG Breakthrough PPG 1013-5 Satin D1 Frames, Where Specified 250 Acrylic Satin "Victorian Pewter" V50-410 Series Interior Ferrous Metals, Where Specified PPG Breakthrough PPG I Eggshell N/A 250 Acrylic Eggshell 1013-5"Victorian V50-410 Series Pewter" Dining Room and Hallway Gyp. Bd. PPG Pure Performance Zero PPG 1041-1 Semi -Gloss P1 VOC Semi -Gloss 9-500 series "Moonlit Snow" or PPG Hi -Hide - 82-500 / PP109 Series Semi -Gloss Dining Room and Hallway Gyp. Bd. PPG Pure Performance Zero PPG 1001-3 Semi -Gloss P4 VOC Semi -Gloss as indicated "Thin Ice" Ion finish plan Dining Room and Hallway Gyp. Bd. PPG Pure Performance Zero I -� PPG 1001-3 I Eggshell I P3 VOC Eggshell as indicated on "Thin Ice" ;finish plan Dining Room and Hallway Gyp. Bd. Ceiling PPG Pure Performance Zero PPG 1041-1 Flat I C3 VOC Flat 9-100 Series or PPG "Moonlit Snow" j Speedhide 6-411OXI Flat Behind Slat Wall Gyp. Bd. PPG Pure Performance Zero PPG 1058-7 Semi -Gloss P8 VOC Semi -Gloss 9-500 series "Autumn Ridge" or PPG Hi -Hide - 82-500 / PP109 Series Semi -Gloss �- Restroom, Cooking, Kitchen and Serving PPG Pure Performance Zero PPG 1041-1 Eggshell C3 Area Gyp. Bd. Ceiling/Soffit IVOC Eggshell 9-500 Series I"Moonlit Snow" Interior Metal Roof Deck and Metal Columns PPG Pitt -Tech Plus Satin PPG 1013-5 Satin C1 Acrylic Finish 90-1110 Series "Victorian Pewter" Patio Railing Durethane DTM Urethane PPG 1001-6 Gloss N/A 95-3300 Series 'Knight's Armor" 3.1 Installation: A. Examination: 1. Verify that site environmental conditions are appropriate for application of coatings specified. 2. Immediately prior to coating application, ensure that surfaces to receive coatings are dry. 3. Ensure that moisture -retaining substrates to receive coatings have moisture content within tolerances allowed by coating manufacturer, using moisture measurement techniques recommended by coating manufacturer. 4. Immediately prior to coating application, examine surfaces to receive coatings for surface imperfections and for contaminants which could impair performance or appearance of coatings, including but not limited to, loose primer, rust, scale, oil, grease, mildew, algae, or fungus, stains or marks, cracks, indentations, or abrasions. 5. Correct the above conditions and any other conditions which could impair performance or appearance of coatings in accordance with specified surface preparation procedures before proceeding with coating application. B. Preparation: 1. Do not start work until surfaces to be finished are in proper condition to produce finished surfaces of uniform, satisfactory appearance. 2. Stains and Marks: Remove completely, if possible, using materials and methods recommended by coating manufacturer; seal with shellac or other coating acceptable to paint manufacturer stains and marks that might bleed through paint finishes which cannot be completely removed. 3. Remove or protect hardware, electrical plates, mechanical grilles and louvers, lighting fixture trim, and other items not indicated to receive coatings which are adjacent to surfaces to receive coatings. 4. Remove mildew from impervious surfaces by scrubbing with solution of disodium phosphate and bleach. Rinse with clean water and allow substrate to thoroughly dry. 5. For specific substrate preparation, see individual specifications. 6. Provide necessary staging, ladders, shield, protective coverings and drop cloths. Protect floors, walls and adjacent work and materials. Remove and properly replace temporary protection and coverings removed from any part of the work or finish. Repair damage at Contractor's expense. C. Application: 1. General: Mix, prepare and apply paint according to manufacturer's written instructions. a. Use applicators and techniques best suited for substrate and type of material being applied. b. Do not apply high-performance coatings over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to forming a durable coating film. c. Coating surface treatments, and finishes are indicated in the coating system descriptions. d. Provide finish coats compatible with primers used. e. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures, convector covers, grilles, covers for finned -tube radiation, and similar components are in place. Extend coatings in these areas, as required, to maintain system integrity and provide desired protection. 2. Application Procedures: Apply coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. a. The number of coats and film thickness required is the same regardless of application method. b. Completed Work: Match approved Samples for color, texture, and coverage. Remove, refinish, or recoat work that does not comply with specified requirements as directed by Tenant. Paints and coatings work is subject to acceptance by the Tenant. c. Keep brushes and rollers clean, free from contamination and suitable for the finish required. d. Unless otherwise indicated, allow exterior paints to dry for 48 hours and interior paints to dry for 24 hours between coats e. Sand lightly and remove dust between coats to achieve required finish. f. Finished surfaces shall be uniform in finish and color and free of brush marks, sagging, holidays, corduroy and other imperfections. Coverage and hide shall be complete. g. Edges of paint or finish adjoining other materials or colors shall be sharp and clean without overlapping. Cut paint in neatly around glass or other edges. h. Paints and coatings work is subject to acceptance by the Tenant. Correct unsatisfactory work not complying with these specifications as directed by the Tenant. D. Cleaning: 1. After completing painting, clean glass and paint spattered surfaces, Remove spattered paint by washing and scraping without scratching or damaging adjacent finished surfaces. E. Protection: 1. Protect work of other trades, whether being painted or not, against damage from painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect / Tenant. 2. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting operations, remove temporary protective wrappings provided by others to protect their work. 3. After work of other trades is complete, touch up and restore damaged or defaced painted surfaces. F. Maintenance: Furnish extra paint materials from the same production run as the materials applied in the quantities described below. Package paint materials in unopened, factory -sealed containers for storage and identify with labels describing contents. Deliver extra materials to the Tenant. 1. Provide one gallon of paint and wood stain of each type and color required for maintenance purposes. Provide original, unopened, labeled containers with color samples and a list of project use. DIVISION 10 - SPECIALTIES SECTION 10522 - PORTABLE FIRE EXTINGUISHES 1.1 General: Provide portable fire extinguishers as shown and specified. A. Standards: Materials and installation shall conform to the following: 1. NFPA 10 "Standard for Portable Fire Extinguishers. 2.1 Materials: A. Provide minimum 10 lb. capacity fire extinguishers in quantity and type complying with local code and fire regulations requirements. 1. Provide new fire extinguishers fully loaded, tested, UL and FM labeled and listed and ready for use. 2. Provide manufacturer's recommended mounting brackets and hardware. 3.1 Installation: A. Install fire extinguishers in accordance with manufacturer's installation instructions, at heights and locations acceptable to the local fire regulations enforcement authority DIVISION 11- NOT APPLICABLE DIVISION 12- FURNISHINGS SECTION 12495 - WINDOW SHADES 1.1 General: Provide window shades as shown and specified. A. Standards: Shade fabric material shall meet the requirements of the following: 1. NFPA 701 Flame Test and California US Title 19 for flame retardant materials. B. Field measure window openings and verify installation conditions prior to window shade fabrication C. Warranty: 1. 5 years against defects in materials and workmanship. 2. 1 year for service call repairs and adjustments. 2.1 Materials: A. Manufacturer: Insolroll Window Shading Systems, Inc. (800) 447-5534, internet www.insolroll.com B. Window Shades: Insolroll 2000 Solar Screen Shades, manual operation. 1. Solar Screen Shade Fabric: Insolroll woven fiberglass yarn, 5% openness, Charcoal/Bronze color. 2. Provide manufacturer's recommended mounting brackets and hardware. C. Fabrication: Unless otherwise indicated, fabricate window shade units to completely fill existing window openings from jamb to jamb and from head to 42" AFF or the nearest horizontal mullion from 40"-44" AFF. 1. Adjustment system controlled by plastic bead chain on polyester cord. Multi -banded steel spring clutches keep shade in desired position. 2. Roller tube 2" extruded aluminum, sized to minimize deflection. 3. Fabric attached to roller tube using two-sided adhesive tape. 4. Fabric bottom hem RF heat sealed pocket with enclosed hem bar. 3.1 Installation: A. Install window shades level and plumb in accordance with manufacturer's installation instructions and drawing details. Provide units securely anchored in place with recommended hardware and accessories to provide smooth operation without binding. DIVISIONS 13 - 14 - NOT APPLICABLE consu 111111111111110 STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 F OF4 ,k� _ O� A,. V., -F 00 De �A 0014815 FR - RG ED A If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 00 M V) = < LJJ Ln M M L- ZLU cr_ O h- V)LU = N m J (D qzt lrD J J = >- a N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: ARCHITECTURAL SPECIFICATIONS G016 I I L 1 EXISTING SHARED DUMPSTER ENCLOSURE NEW WHITE STENCILED PAVEMENT SIGNAGE EXISTING FIRE SPRINKLER, FIRE ALARM, AND ROOF ACCESS LADDER ROOM EXISTING HOSE BIB EXISTING GAS METER LOCATION DIGITAL ORDER PICK UP SIGN BY TSV - EXISTING 1" D. CONDUIT AND IN -GRADE J-BOX BY LANDLORD EXISTING 1" CONDUIT FOR NEW LOOP DETECTOR, REFER TO ELECTRICAL DRAWINGS CLEARANCE BAR AND FOUNDATION BY TSV - EXITING 1" D. CONDUIT AND IN -GRADE J-BOX BY LANDLORD EXISTING MONUMENT SIGN l__IJIII\V 1 IWllw. VII 1 VI\-l-.V IWWI DETECTOR, REFER TO ELECTRICAL DRAWINGS 1_^IJ I IIYV I IVJL Ulu i 1 i NEW PATIO RAILING BY TENANT RAILING SUPPLIER - REFER TO SHEET SP101 V PATIO LIGHT PROVIDED BY CHIPOTLE LIGHTING VENDOR, INSTALLED BY CHIPOTLE GC, TYP. OF (2), SEE 1/SP101 & 5/SP101 SPACES MARKED FOR CHIPOTLE PICK-UP PARKING; SIGNAGE BY TSV, INSTALLED BY GC, SEE SP101 PULL -IN PARKING SPACES MARKED WITH WHITE NUMBERS PARALLEL TO STRIPING AND CENTERED IN SPACE STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 PLO De 5 9 0014815 , E D A R If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. �P O �► V � 3 � +/ CA N G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 00 M d. z O t~/) 0 � Q M J W M J J J LL. _ O cri � m J LLJ J _ � Q N (D >— lD = W N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: ARCHITECTURAL SITE PLAN ARCHITECTURAL SITE PLAN 1/1611= 1141 SP100 POLE LIGHT FOUNDATION TO BE FLUSH WITH PATIO SLAB PATIO SLAB 100' - 0" II ANCHOR BOLTS PART OF LIGHT POLE SHIPMENT j II j ! EXISTING ELECTRICAL CONDUIT, REFER TO ELECTRICAL I DRAWINGS I I ! - 22" DIAMETER WITH (4) #6 VERTICAL AND #3 TIES @12" O.C. PROVIDE (3) #3 TIES IN TOP 5" 1' - 10" 00 Eb POST CAP PARKING SIGN BY CHIPOTLE 1 1/4" SCH 40 STEEL PIPE @ 10'-0" LONG STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 OF F40 �Q �FPN0 0e C-J41 0014815 , FR� �,, R E D A If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. g � � CAN GPI CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM FINISHED CONC. TO SLOPE AWAY — — 16' 13/4" 11/2" 0 r-q 4' 01/4" 4' 01J2" 4' 01/2" 4' 01/2" I .. FROM BOLLARD. ,. — — — — 7o 0 00 J LU M 12" 0 CONCRETE FTG. r-4 �� M 1' 10" C5m O J NO HOLES PATIO RAILING BY TENANT o z J J J = PATIO POLE LIGHT FOUNDATION DETAIL TYP. SIGN POST DETAIL REQUIRED IN END RAILING SUPPLIER; SEE 1'-53/4" w LUcc Q 4 POSTS, TYPICAL DETAIL 2&3/SP101 O N P10 1/2" = 1'-0" (D _ 3'-1" Y ) � w N 3/8 X 2 1/2 RAILS, TYP. 1/2" VARIES 1/2" VARIES EASE EDGES OF TOP RAIL, TYP. K' ® 3/8 X 2 1/2 POSTS, TYP. HORIZONTAL RAIL 0 7/16"� HOLE IN REFER TO SPECIFICATIONS / POST FOR PATIO RAILING COLOR 1/2" THICK o o PUNCH 7/16" 0 HOLD, TYP. SPACERPLATE X 1 \ 1 _ 1/2" 0 W/ 1/2"0 HOLE 1/2 �, 3/8"0 THREADED STUD W/ — STAIN. STL. ACORN HEAD 3/8 X 2 1/2 POSTS, TYP. NUT AT EACH END W/ S.S. g 1O ® FLAT WASHER ON ONE SIDE a r, b AND LOCK -WASHER ON N ® OTHER. _ L-2 1/2 X 2 1/2 X 3/811 X 2'-11" LONG CORE DRILL 5" DIA. HOLE IN CONCRETE TO N RECEIVE RAILING STANCHION. SET _ RAILING STANCHION IN CEMENTITIOUS GROUT 2 PATIO PLAN 3 RAILING PLAN DETAIL RAILING MOUNTING DETAIL SP101 Plo -1-0 1/4"=1'-0" 1„_ P10 3" = 1'-0" Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET L Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: ARCHITECTURAL SITE DETAILS SP101 I I _L _ _ _—_ 1 -. GENERAL NOTES 1. VERIFY OVERALL INTERIOR DIMENSIONS, INTERIOR COLUMN PLACEMENTS, AND EXTERIOR WALL PENETRATIONS INFIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. ALL DIMENSIONS ARE TO THE INSIDE FACE OF EXTERIOR WALLS. 3. ALL DIMENSIONS ARE TO THE CENTERLINE OF FIXTURE UNLESS OTHERWISE NOTED. 4. GC TO REVIEW ELECTRICAL PLANS FOR LIGHTING OR POWER STUB LOCATIONS PRIOR TO POURING SLAB. 5. REFER TO "03300 - CAST -IN -PLACE CONCRETE" IN SPECIFICATIONS FOR CONCRETE PATCHING OR INSTALLATION INFORMATION. 6. VERIFY PERIMETER FOUNDATION INSULATION IS EXISTING IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. ALL TILED FLOOR TO MAINTAIN POSITIVE SLOPE TO ALL FLOOR DRAINS OF NOT GREATER THAN 2% SLOPE FOR A 4'X4' AREA U.N.O. PLUMBING LEGEND FLOOR SINK FLOOR DRAIN == TRENCH DRAIN TERMITE TREATMENT NOTE SOIL TREATMENT SHALL COMPLY WITH FBCB, SECTIONS 1816.1.1 THRU 1816.1.6 AND SECTION 1816.2 INCLUDING TREATMENT UNDER ALL CONCRETE OR GRADE WITHIN 12" OF THE OUTSIDE OF THE BUILDING WALLS, AND A VERTICAL CHEMICAL BARRIER APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED. ANY SOIL DISTURBED AFTER THE VERTICAL CHEMICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. THE LICENSED PEST CONTROL COMPANY DOING THE WORK SHALL ISSUE A CERTIFICATE OF COMPLIANCE TO THE BUILDING DEPARTMENT PER FBC, SECTION 1816.1. TREATMENT SHALL BE WITH A REGISTERED TERMATICIDE LABELED FOR USE IN NEW CONSTRUCTION AS DEFINED IN FBCB, SECTION 202. REFER TO PLAN W CONCRETE CURB DETAIL 3/4" = 1'-0" FLOOR FINISH, REFER TO FINISH PLAN SLAB ON GRADE, TYP. SEE STRUCTURAL DRAWINGS FOR REINFORCING 4" MINIMUM COMPACTED GRAVEL TRENCH DRAIN. REFER TO PLUMBING DRAWINGS PIPING. REFER TO PLUMBING DRAWINGS TRENCH DRAIN DETAIL 1 1/2" =1'-0" V - 21/2" 6'- 81/2" 00 r'4 \ i kD i Cn fV I/ CONCRETE CURB SEE STRUCTURAL DRAWINGS FOR REINFORCING SLAB ON GRADE, TYP. ROUGHEN EXISTING SLAB ON GRADE OR USE SIKA DUR 32 LPL EPDXY BONDING AGENT BELOW CURB 11 - 211 SLOPE _ SLOPE REFER TO PLAN REFER TO PLAN n \ p c I c Its.`_,', • • �:.'�'��6�.:�� 6' - 81/2" bo 1'- 21/2" i _ __ _. _. 1— 11171 a _--_- � I _. — A 10' - 2 3/4" T - 01/2" 5 NOTE: ALL DIMENSIONS ON THIS PLAN ARE FROM FACE OF NEW SHEATHING. 2'- 41/8" 5' - 2" T -10 3/4" n d O L 5" RAISED CONCRETE PAD ` 6 CURB PLAN 1/4" = V-0" 1'- 0 3/8"- 4 RAISED 2 2" CONCRETE PAD �\ 00 u, CONCRETE CURB DETAIL 3/4" = 1'-0" FLOOR FINISH, REFER TO FINISH PLAN SLAB ON GRADE, TYP. SEE STRUCTURAL DRAWINGS FOR REINFORCING 4" MINIMUM COMPACTED GRAVEL TRENCH DRAIN. REFER TO PLUMBING DRAWINGS PIPING. REFER TO PLUMBING DRAWINGS TRENCH DRAIN DETAIL 1 1/2" =1'-0" V - 21/2" 6'- 81/2" 00 r'4 \ i kD i Cn fV I/ CONCRETE CURB SEE STRUCTURAL DRAWINGS FOR REINFORCING SLAB ON GRADE, TYP. ROUGHEN EXISTING SLAB ON GRADE OR USE SIKA DUR 32 LPL EPDXY BONDING AGENT BELOW CURB 11 - 211 SLOPE _ SLOPE REFER TO PLAN REFER TO PLAN n \ p c I c Its.`_,', • • �:.'�'��6�.:�� 6' - 81/2" bo 1'- 21/2" i _ __ _. _. 1— 11171 a _--_- � I _. — A 10' - 2 3/4" T - 01/2" 5 NOTE: ALL DIMENSIONS ON THIS PLAN ARE FROM FACE OF NEW SHEATHING. 2'- 41/8" 5' - 2" T -10 3/4" n d O L 5" RAISED CONCRETE PAD ` 6 CURB PLAN 1/4" = V-0" 1'- 0 3/8"- 4 RAISED 2 2" CONCRETE PAD �\ 00 u, Q M M 41/8„ - d' - 00 N r, o- BID"- a< — _ aQ " of . fV 1-4 ' .Q o - o asN 00 Ln v 7 1'- 71/2;' 61/211 m a n� a d 4" RAISED i M M 00 CONCRETE PAD 21-211 I I - I 1 41I1' ? 9W I — - — 7_#., KEYNOTES 1. FLOOR DRAIN (TYP.) - SEE PLUMBING DRAWINGS 2. FLOOR SINK (TYP.) -SEE PLUMBING DRAWINGS AND COORDINATE SINK ELEVATION WITH A.H.J. 3. TRENCH DRAIN TO BE RECESSED IN MIN. 8" THICK CONCRETE SLAB WITH 4" MIN. CONCRETE BELOW DRAIN -SEE DETAIL 3/A101, STRUCTURAL DRAWINGS AND COORDINATE WITH PLUMBING DRAWINGS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. GC SHALL COORDINATE WITH PLUMBER TO INSURE THE DRAIN SOCK IS INSTALLED PER THE PLUMBING DRAWINGS. SLOPE FLOOR SLAB AS SHOWN TO TRENCH DRAIN, 2% MAX. 4. MOP SINK LOCATION - COORDINATE EXACT DRAIN LOCATION WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. 2" TALL CONCRETE CURB FOR POWER FEED -SEE 1/A802 AND COORDINATE WITH ELECTRICAL DRAWINGS. 6. RAISED CONCRETE PAD (SECOND POUR). SEE 5/A101 FOR HEIGHTS & SIZES, AND COORDINATE WITH STRUCTURAL DRAWINGS, AND WITH THE FLOOR PLAN FOR PARTITION SHEATHING LOCATIONS. 7. 5" x 5" ELECTRICAL STUB UP FOR SERVELINE -COORDINATE WITH ELECTRICAL DRAWINGS 8. CONCRETE SIDEWALK - G.C. SHALL INSURE IT IS FLUSH WITH THE INTERIOR FLOOR SLAB AT ALL DOOR LOCATIONS. 9. EDGE OF EXISTING CONCRETE SLAB. G.C. SHALL FIELD VERIFY THE EXISTING CONDITIONS. THE NEW CONCRETE SLAB SHALL BE POURED FLUSH AND LEVEL WITH THE EXISTING SLAB ALONG THE PERIMETER. AFTER POURING THE NEW SLAB, THE GC SHALL GRIND THE JUNCTION TO INSURE THE SURFACES OF BOTH NEW AND EXISTING CONCRETE FLOORS ARE FLUSH AND EVEN. CAULK JOINT WITH CONTINUOUS BEAD OF TREMCO DYMERIC SEALANT PER THE SPECIFICATIONS. 10. EXISTING WALL OR COLUMN FOOTING - TOP OF FOOTING IS V-4" BELOW THE TOP OF SLAB PER THE BUILDING SHELL DRAWINGS. 11. NEW CONCRETE FLOOR SLAB ON VAPOR BARRIER BY G.C., OVER EXISTING COMPACTED PAD. G.C. SHALL TERMITE TREAT ALL FILL DISTURBED UNDER THIS PERMIT (SEE NOTES ON THIS SHEET). SEE STRUCTURAL DRAWINGS FOR SLAB THICKNESS, REINFORCING, CONCRETE SPECIFICATIONS, AND CONTROL JOINT LOCATIONS. STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954)927-2690 F (954)367-3494 Stefano De Luca Florida Registered Architect AR0014815 0 O 00 De co c� 9 0014815 FRED AR If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. V 3 � `v CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM � d' < Ln 0000 J W M l0 J J J M :D V— = m J Z = J J J = N 0 >- � OL V) 10 w r­.. N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET 41 Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: SLAB WORK PLAN V `.T 3-COMP SINK DRAIN PLAN DETAIL 1/211 = 1'-011 SLAB & CURB PLAN 1/41' =1'-011 A101 __ _ ___m I- - I! I I I I I' I 1 1 l i I I- I ' i _ _- _ I I I_ I NRl III_ I I - - - I- I,III l 11 3 5/8" 41- 7„ - - - -_ -- - FIRE RISER / ROOF I [W3a] ACCESS ROOMzn I I W3a]00 M IN li,sminigll Is Ill 19 17'-0" 5'- 111/4" 28'-115/8" H 15/8 ADJACENT TENANT 2 6 (N.I.C.) 400 6 .a16 W10a ` 14 W26aj. , [W3a] W10a 17 19 j 9 a: f o COOKING 0 SERVING ,... :.' .. s DINING MAIN ENTRY 107 106 a.,' 101 100 :.; ; ; II �_ a• a 12 W5A _, I ' 3 5/8" _ M 14' 13/8" 00 m [W1a IW30 M M 5 00 22 - ( W22a] COOLER 110 C7) 3 5/8„ 3 5/8" 11 22 11' - 4 7/8" 5'- 31/2" 11 W1 1D W1a _ W1a I W1a 16 .d 8 2_3 [W30 i ' ,, 16'-0" 3 5/8"J `3 5/8" 3 5/8"J 1'- 7 3/8" � ARCHITECTURAL FLOOR PLAN - WALL TYPES T - 31/2" 3 5/8 - 3 5/8' POS I J .aIA.; 37/8 104 3 5/8 co co In T i M N co M tG clo �' 19 [W3a W10a] 0^ 23 16 16 co m _ M CW3a] W10a] 9'-65/8" 4'-43/8" 3 5/8" 3 5/8" 3 3 5/8" 3 7/8" 3 5/8" T-101/8" 12'- 71/8" 2 UTENSIL A405 23 12 W5ALn 00 "'��J_---- -- -- -- --------- 00 rW4a �� W4a [W4� - _ �W4a� W4a M a--1 00 [W5a] -Ln L [5a] 3 5/8"' M M MEN WOMEN -[W24] 111 112 [W24 10 21 10 21 O�5a WSaa] 16 16 O [WSa] LWSaA 1 T -10 5/8" Ill 8'- 61/8" 3 5/8"J "-3 5/8" 3 5/8 5/8" 7/8" 5/8" Co Lo 00 W4a] - 16 W10a co N � M 7 3/8" N Zo W4 II II 0 12 16 L 10) II � 2 8'- 9 5/8" 5/8" 1 2) O 00 r, 00 Ln GENERAL NOTES 1. ALL DIMENSIONS ARE TO FACE OF FRAMING, OR CENTERLINE OF STRUCTURE UNLESS NOTED OTHERWISE. 2. DASHED CIRCLE IN RESTROOM INDICATES 5'-0" TURNING DIAMETER REQUIRED BY ADA. 3. REFER TO WALL FINISH SCHEDULE ON A120. 4. STUD SIZES AS INDICATED ON PLAN. 5. INTERIOR DOORS ARE 4" OFF OF PERPENDICULAR WALL U.N.O. 6. IN SITUATIONS WHERE TENANT'S G.C. IS TO PROVIDE TYPE'X' GYP. BD. FOR A RATED ASSEMBLY, THE TYPE'X' GYP. BD. IS REQUIRED TO GO BENEATH THE SHEATHING AND FINISHES. 7. SEE SHEET A801 FOR ADDITIONAL SHEATHING BEHIND CERTAIN WALL FINISHES. 8. SEE A601 FOR DOOR TYPES. 9. TENANT'S G.C. TO PERFORM LAYOUT OF ENTIRE SPACE PRIOR TO STARTING FRAMING AND REPORT ANY DESCREPANCIES IN NOTED DIMENSIONS TO ARCHITECT AND CHIPOTLE MEXICAN GRILL'S CM PRIOR TO PROCEEDING. FAILURE TO ADHERE TO THESE REQUIREMENTS RESULTING IN ANY REMEDIATION REQUIRED TO MEET DESIGN INTENT WILL BE AT CONTRACTOR'S COST. 10. SEE A501 FOR WALL TYPES. 11. PROVIDE DEFLECTION TRACKS AT WALLS WHICH GO TO THE UNDERSIDE OF THE DECKING, REFER TO DETAIL 3/A501 12. PROVIDE FULL HEIGHT BLOCKING IN WALL FOR ALL SHELVING, TYP. 13. DENSSHIELD TILE BACKER BOARD SHALL NOT BE INSTALLED OVER VAPOR BARRIERS AT EXTERIOR WALLS. 14. MOISTURE RESISTANT GYP. BD. SHALL BE USED IN RESTROOMS. WALL TYPE LEGEND NEW CONSTRUCTION EXISTING CONSTRUCTION - NEW CONSTRUCTION WITH SOUND BATT INSULATION WALK-IN COOLER DESIGNATES EXISTING TWO (2) HOUR RATED ASSEMBLY RUN TIGHT TO DECK _ _ _ _ - DESIGNATES WALLS & SHEATHING TO EXTEND TO DECK (°) KEYNOTES 1. EXISTING 8" CMU WALL 2. EXISTING STOREFRONT SYSTEM 3. EXISTING STOREFRONT DOORS - GC SHALL VERIFY THEY HAVE THE CODE REQUIRED EXIT DEVICE. VERIFY ALSO THAT THE THRESHOLD DOES NOT EXCEED 1/2" IN HEIGHT AND THAT THE EXISTING FLOOR SLAB IS FLUSH WITH THE EXISTING SIDEWALK. 4. NOT USED 5. EXISTING 3'-6" WIDE STOREFRONT SERVICE DOOR WITH EXIT DEVICE. GC SHALL VERIFY THAT THE THRESHOLD DOES NOT EXCEED 1/2" IN HEIGHT AND THAT THE EXISTING FLOOR SLAB IS FLUSH WITH THE EXISTING SIDEWALK. 6. EXISTING 2-HOUR RATED DEMISING PARTITION WITH SOUND BATT INSULATION (UL# U419). GC SHALL VERIFY IT IS FIRE CAULKED ALONG IT'S ENTIRE PERIMETER AND AT ANY EXISTING PENETRATIONS. IF IT ISN'T, GC SHALL NOTIFY THE CHIPOTLE CONSTRUCTION MANAGER. 7. NOT USED. 8. RAISED CONCRETE PAD FOR KITCHEN EQUIPMENT POURED AGAINST THE PARTITION SHEATHING -SEE SHEET A101 & COORDINATE WITH STRUCTURAL DRAWINGS. 9. KITCHEN EXHAUST HOOD SUSPENDED FROM STRUCTURE ABOVE -SEE DETAIL ON SHEET A141 FOR HOOD SUPPORT LOCATIONS. 10. FOR TOILET ROOM ELEVATIONS, DIMENSIONS AND ACCESSIBILITY INFORMATION, SEE SHEETS G003 & A710. G.C. SHALL INSTALL WOOD BLOCKING AS REQUIRED FOR ALL TOILET ROOM FIXTURES AND ACCESSORIES. SEE SHEET A710 1 FOR FIXTURE LOCATIONS, AND SHEET G003 FOR ACCESSIBILITY MOUNTING HEIGHTS t00 11. NEW ELECTRICAL PANELS - SEE ELECTRICAL DRAWINGS 12. LINE OF SOFFIT ABOVE - WALL TYPE W5A 13. DOOR BUZZER PUSH BUTTON - SEE HARDWARE SCHEDULE & ELECTRICAL DRAWINGS. 14. G.C. SHALL SUPPLY & INSTALL 24 GA. GALVANIZED STEEL UNDER THE SHEATHING BEHIND THE EXHAUST HOOD, AND EXTENDING 18" BEYOND THE HOOD IN ALL DIRECTIONS (WALL TYPE W26a). 15. EXTEND ALL PARTITIONS AT THE OFFICE (BOTH STUDS AND SHEATHING) TO THE UNDERSIDE OF THE ROOF DECK 16. ALL EXISTING EXTERIOR WALLS SHALL HAVE NEW METAL FRAMING INSTALLED FROM SLAB TO UNDERSIDE OF THE ROOF DECK FOR INSTALLATION OF NEW MULTI -LAYER REFLECTIVE INSULATION. INSULATION TO BE "VR PLUS SHIELD HI - PERM" AS MANUFACTURED BY FI-FOIL COMPANY (800-448-3401). INSULATION SHALL BE TAPE TAB TYPE FOR APPLICATION ON METAL FRAMING AND SHALL BE INSTALLED AT ALL EXTERIOR WALLS. INSTALL PER SPECIFICATION SECTION 07210 AND PER ALL MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. SEE DETAIL 3/A405. 17. PARTITION TYPE, TYPICAL - SEE SHEET A501. 18. NEW CO2 REMOTE FILL PORT SUPPLIED AND INSTALLED BY CHIPOTLE'S CO2 SUPPLIER. THE G.C. SHALL SUPPLY AND INSTALL A 3" PVC PIPE CHASE WHERE THE CO2 LINE RUNS ABOVE CEILINGS. CONTACT CHIPOTLE'S CO2 VENDOR FOR SCHEDULING AND REQUIREMENTS & COORDINATE FINAL LOCATION & ROUTING. G.C. SHALL COORDINATE WITH THE CHIPOTLE CONSTRUCTION MANAGER AND THE CO2 VENDOR TO INSURE THAT THE FILL PORT AND ALL REQUIRED CONDUIT/TUBING IS INSTALLED PRIOR TO INSTALLATION OF THE WALL SHEATHING. 19. G.C. SHALL INSTALL BLOCKING AS REQUIRED FOR LICENSE FRAME AND ARTWORK. SEE SHEET A701 FOR MOUNTING LOCATIONS & HEIGHTS. 20. UTENSIL COUNTER BY MILLWORK SUPPLIER - G.C. SHALL INSTALL AN 18" HIGH BAND OF BLOCKING IN THE WALL, CENTERED AT 30" ABOVE SLAB TO SECURE THE COUNTER. 21. GC SHALL SUPPLY AND INSTALL SOUND ATTENUATION BATT INSULATION @ ALL TOILET ROOM PERIMETER PARTITIONS AND CEILINGS. 22. ALIGN FACE OF NEW SHEATHING WITH FACE OF COOLER - SEE DETAIL 13/A801 23. TWO (2) 6" PVC SYRUP LINE WITHIN WALL FROM ABOVE - SEE DETAIL 15/A801 STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 �����nluuuninu OF F -- 0q''% PN0 D e �O o I is R0014815 nniulnin�� If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING 15 AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. V 3 � V +/CA N GQ` CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM � Lli 00 V) W M M m '--III = J _) J LL O � >- m J Q_ J LJJ LU Q O V) Cp ul � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET ARevisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: ARCHITECTURAL FLOOR PLANS A110 1/4" = 1'-0" GENERAL NOTES FINISH LEGEND suita 1. WAINSCOTS PROVIDED BY TMS, INSTALL BY GC. 2. WOOD SLAT WALL PROVIDED BY TMS, INSTALLED BY GC. 3. GC IS RESPONSIBLE FOR SEQUENCING OF PREWIRING WITH COMPLETION OF INTERIOR FINISHES (GYP. BD. FINISHES). 4. GC SHALL PROVIDE STAINLESS STEEL BASE AT ALL OUTSIDE QUARRY TILE CORNERS IN KITCHEN ONLY -REFER TO SPECIFICATIONS AND A801 FOR DETAILS. ° KEY NOTES 1. 1-1/2" X 1-1/2" STAINLESS STEEL CORNER GUARDS - TYPICAL AT ALL OUTSIDE FRP CORNERS 2. SCHLUTER QUADEC METAL CORNER TRIM - SEE 11/A802 - TYPICAL AT ALL OUTSIDE TILE CORNERS 3. ALUMINUM ENDCAP - SEE DETAIL 12/A802 4. COOLER WALL PANELS, AS PROVIDED BY THE COOLER MANUFACTURER, HAVE 26 GAUGE COATED AND EMBOSSED STEEL FINISH - INSIDE AND OUTSIDE. S. G.C. TO PROVIDE 18 GAUGE STAINLESS STEEL SHROUD AROUND EXPOSED REFRIGERANT LINES AT THE ICE MAKER. 6. PROVIDE CORNER GUARD AT TRANSITION FROM GWB CEILING TO FRP WALL COVERING PER DETAIL 7/A210. 7. ALUMINUM ENDCAP - FULL HEIGHT/NO BASE AT THIS LOCATION - SEE DETAIL 12/A802 8. LIMIT OF QUARRY TILE FLOORING - GC SHALL CHIP AWAY AT THE CONCRETE SLAB AS REQUIRED TO PROVIDE A SMOOTH TRANSITION BETWEEN QUARRY TILE AND POLISHED CONCRETE. SEE DETAIL 23/A802 9. QUARRY TILE BASE AT COOLER WALLS (INSIDE, AND OUTSIDE WHERE EXPOSED) - SEE DETAIL 19/A802 10. GC TO SUPPLY AND INSTALL STAINLESS STEEL ON WALL, TO 24" ABOVE TOP OF MOP SINK. FLASH BOTTOM EDGE OVER MOP SINK RIM. BEND STAINLESS STEEL AT INSIDE CORNER SO THERE IS NO JOINT, SEE 17/A801 11. THE G.C. SHALL APPLY QUARRY TILE TO THE TOP OF THE RAISED CONCRETE SERVELINE PAD AS SHOWN FOR SMART SAFE. PROVIDE BULLNOSE TILE TO LAP OVER TOP CUT EDGE OF BASE TILE - SEE DETAIL 1/A802. GC SHALL COORDINATE THE EXTENT OF QUARRY TILE WITH KES PRIOR TO INSTALLATION. 12. THE G.C. SHALL APPLY QUARRY TILE TO THE TOP AND EXPOSED EDGES OF THIS RAISED CONCRETE EQUIPMENT PAD. PROVIDE BULLNOSE TILE TO LAP OVER TOP CUT EDGE OF BASE TILE - SEE DETAIL 1/A802 13. SURFACE MOUNTED WALK -OFF MAT, CENTERED ON STOREFRONT DOORS - SEE DETAIL 8/A801. MAT MUST BE SIZED AS SHOWN TO ACCOMMODATE THE REQUIRED CLEAR FLOOR SPACE AT THE ENTRY DOORS - TAPERED FRAME MUST FALL OUTSIDE OF REQUIRED CLEAR FLOOR SPACE. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 14. IN TOILET ROOMS, GC SHALL INSTALL FRP SHEETS HORIZONTALLY, WITH TRIM LOCATED AS DETAILED ON 14/A801 15. FRP CLOSURE AS REQUIRED @ COOLER AIR GAP - SEE DETAIL 13/A801 16. DIAMOND PLATE ALUMINUM TO 48" ON EXPOSED FACES AND DOOR OF COOLER - SUPPLIED AND INSTALLED BY G.C. 17. LIMIT OF RESINOUS FLOORING - CENTERED UNDER DOOR 18. PROVIDE WATER PROOFING MEMBRANE, SEE DETAILS 4A & 4C ON SHEET A801. AT TOILET ROOMS, SEE DETAIL 14/A801. EXTEND WATERPROOF MEMBRANE ENTIRELY UNDER THE COOLER. TYPICAL AT ALL SERVING, COOKING, KITCHEN, OFFICE, COOLER AND TOILET ROOM PARTITIONS. 19. INSTALL STAINLESS STEEL OUTSIDE CORNER BASE - SEE DETAILS 6/A802 & 7/A802 20. G.C. SHALL APPLY "3M FASARA GLASS FINISH - LUNA 9" TO THE STOREFRONT & STOREFRONT DOOR ON THE INTERIOR SIDE OF STOREFRONT LOCATIONS INDICATED - FILM TO BE PROVIDED AND INSTALLED BY THE G.C. 21 LIMIT OF QUARRY TILE FLOORING - SEE DETAIL 24/A802 FLOOR FINISHES LGD. # LGD. # F1 POLISHED CONCRETE B1 F2 QUARRY TILE B2 F3 EXISTING CONCRETE B3 F4 SEALED CONCRETE B4 F5 RESINOUS FLOORING B5 B6 WALL BASE FINISHES WALL FINISHES LGD. # BLACK RUBBER, COVELESS P1 GYP BD; PAINT "MOONLIT SNOW" QUARRY TILE, COVE P2 FIBERGLASS REINFORCED PANELS (SMOOTH FINISH) BLACK RUBBER, COVE P3 GYP BD; PAINT "THIN ICE", EGGSHELL ABOVE 4'-4" AFF QUARRY TILE, COVELESS P4 GYP BD; PAINT "THIN ICE", SEMI -GLOSS BELOW 4'-4" AFF CERAMIC TILE P5 CERAMIC TILE - WHITE ALUMINUM BASE 4"x120", 20 GA, MILL FINISH P6 FIBERGLASS REINFORCED PANELS (PEBBLED FINISH) P7 DIAMOND PLATE TO 48" AFF P8 CERAMIC TILE - BRONZE ACCENT COLOR P9 STONEWOOD - WALL PANEL P10 EXISTING STOREFRONT P11 STONEWOOD - WAINSCOT P12 SPALTED MAPLE P13 NOT USED ROOM FINISH SCHEDULE ROOM # ROOM NAME 100 MAIN ENTRY 101 ( DINING - 102 UTENSIL 103 IPASSAGE 1041POS 105 ORDERING 106 SERVING 107 COOKING 108 KITCHEN 109 OFFICE 110 (COOLER 111 112 _WOMEN MEN 113 PATIO FLOOR BASE WALL CEILING FINISH FINISH FINISH FINISH F1 B1 W C1/C5 F1 B1 N C1/C5 F1 B1 Z C2 F1 61 J I C3__ 1`2 62/64 C3 F1 B1/B4/B5 3 C1/C3/C5 �F2 - 62 O � C3 F2 B2 LL C3/C4 F2 B2 QZQ C4 F2 62 a C4 F2 B2 O STR F5 63 p� C3 F5 B3 ILL C3 W F3 - = - CEILING/DECK FINISHES LGD. # Cl OPEN TO STRUCTURE, UNPAINTED C2 WOOD SLAT CEILING SYSTEM C3 GYP BD; PAINT "MOONLIT SNOW" C4 2X4 VINYL -FACED LAY -IN C5 FELT BAFFLE CEILING SYSTEM C6 STONEWOOD CEILING HEIGHT REMARKS STR SEE SHEET A701 AND SPECIFICATION SHEETS STR (SEE SHEET A701 AND SPECIFICATION SHEETS ±8'-3 1/4" / ±9'-3 1/4" I SEE SHEET A701 AND SPECIFICATION SHEETS ±9'-0"/10'-0" SEE SHEET A701 AND SPECIFICATION SHEETS ±9'-0" SEE SHEET A702 AND SPECIFICATION SHEETS STR / ±94' SEE SHEET A701 AND SPECIFICATION SHEETS ±9'-0" SEE SHEET A702 AND SPECIFICATION SHEETS ±91-011/101-olfSEE SHEET A702 AND SPECIFICATION SHEETS 10'-0" SEE SHEET A702 AND SPECIFICATION SHEETS 9'-0" EXTEND SHEATHING TO STRUCTURE STR CEILING HEIGHT & FINISHES PER MANUFACTURER 8'-0" SEE SHEET A710 AND SPECIFICATION SHEETS 814" SEE SHEET A710 AND SPECIFICATION SHEETS DOOR FINISHES LGD. # D1 PAINT "VICTORIAN PEWTER" D2 PAINT "KNIGHTS ARMOR" STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 F F40R �P 00 De CO ?R010*1148`lL5[ SrFR E D ARG'r` If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. op- 0 �POTi� \MCA N GPI CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 0000 110 M J J = Q u J In M M J LL Z 0 V = N J J V J J = >- w fV Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET- _ CONSTRUCTION SET `. Revisions: 1 10.27.20 BA-1 Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: FINISH PLAN FINISH PLAN 1/4" = 1'-0" A120 1 I., E-iiJI TEINVIAZtL I, i L I 'I i-i ��� +'111 IT I GENERAL NOTES SEATING SUMMARY 1. ALL DIMENSIONS ARE TO FACE OF FRAMING, EDGE OF EQUIPMENT OR SPACE AREA CUSTOMERS" CENTERLINE OF EQUIPMENT UNLESS NOTED OTHERWISE. 2. FURNITURE TO BE SQUARE/PARALLEL TO TENANT SPACE/WALLS AS SHOWN DEMISED PREMISES 2400 SF 50 �ALL ON PLANS PATIO + - 494 SF 22 3. REFER TO SHEETS A131 AND A132 FOR EQUIPMENT LIST AND FURNITURE SCHEDULE. TOTALS 2894 SF 72 4. G.0 SHALL COORDINATE FURNITURE PLACEMENT WITH THE LIFE SAFETY PLAN ON SHEET G002 TO INSURE THAT ALL REQUIRED EGRESS PATH AND ACCESSIBLE ** CUSTOMER COUNT IS INCLUDED FOR REFERENCE: USED BY CHIPOTLE WIDTHS ARE MAINTAINED FOR INTERNAL MARKETING AND PLANNING PURPOSES A301 ELECTRICAL PANELS OVEABLE BINS W/ BINS (TYP. OF 6) CO2 REMOTE FILL PORT -COORDINATE WITH CHIPOTLE C.M. & CO2 4.3 24 0 0 0 11 m HAND �' 37 23 o o SINK 1101 �2A en I ADJACENT TENANT (N.I.C.) 3 5/8" 6' -1" 14' - 0" 9" T-83/4" �1' 63/8" 00 FINISH -- ----..-------� 17A n C17A FIRE RISER / ROOF ACCESS ROOM I i I ' I � 00 M 6'-10" LOCATION OF 5'-0" HIGH POINT AT CUSTOMER SIDE OF SNEEZE GUARD SNEEZE TRAJECTORY SNEEZE GUARD AS PROVIDED W/ SERVING LINE EQUIPMENT ASSEMBLY & INSTALLED BY G.C. SERVING LINE EQUIPMENT ASSEMBLY, REFER TO A130 FINISH PANEL PROVIDED BY MILLWORK SUPPLIER & INSTALLED BY G.C. PROVIDE CONTINUOUS BEAD SEALANT, REFER TO SPECS BULLNOSE, COVELESS, QUARRY TILE BASE CUT TO HEIGHT OF CURB CONCRETE CURB FINISH FLOOR DETAIL @ SERVE LINE SNEEZE GUARD 3'-6" REFER TO 1/A130 F ORIENTATION OF L RELATIVE TO TABLI DASHED LINES IND INSTALLATION LOC FOR TABLE LEG & E TABLE TOP - REFER TO MILLWORK SHOP DRAWINGS TABLE TOP - REFER TO MILLWORK SHOP DRAWINGS TABLE LEG & BASE ENLARGED ELEVATION DETAIL @ ACCESSIBLE TABLE 1" =1'-0" I A�1� 3/4" = V-0" 6'-10" 9'-5" 15/8 33 2 133 33 911 10.1 (A7o1 TYP. MAIN ENTRY TYP. 100 x�❑ d �x t� JI 9 22 \ 55 16 19 18 14 4 13. 13 15 > 1A /I 1.1 0 O -- ,/i N `I �, COOKIN a7o2 - - - PREP 107 31 a' �❑ 2F.1 O WAITER FILTERS SINK 6 ABOVE MOP SINK 12 I -1 ❑ r 38 5 A702 - ❑ 3E 11 A702) TYP. 7:\\ 1 T-05/8" 26 25 10 2'-0" 2 11 4'-0" it 3 A 07 1) HAND A702 ' o SINK � � I � v I 5' 2 5/8" - 4.3 ICE MAKER 7 11 10.1 KITCHEN 10 16B 73�A' 7.4 44 l 8.2 49 2 A702 1 4c I w POS i � (A7o2 $ � -- 104 COOLER i 110 2A 3 L2 1 Ln 33 ° o 9 3/8" 34 V39B/ 40A M =00 I 10 10.1 11 4.3WATER SOFTENER 71 HAND M 4.3 - 416A � WATER 11 O 35. AH ND HEATER 10.1 8A 10 SINK 22 g 7A 1 32 6 -- - ^ / A703 (A702) 1.7 1210 OFFICE 2 62B 0❑2 DISH WASHING 9.4- 9❑% 29B 30 C66B 0. 109 11 61 20 4A I ❑ 1/8" FINISH HOLD - �l 2 23A J=j= ❑ 57 56 (A702) 5C 40D7-7 32D TYP.' N 2F.1 O 2F.1 �X 0 0 0 DINING I gg 1F 3C.1 14C I. TYP. TYP. - - 0 9 - - TYP. IJ o d _ y l fV �I I = TYP. o . 1H Ili j TYP. v A701 UTENSIL 69B` BELOW 42 102 4 Ot� ❑ I I 32C N lEll il 14 5 I (A701 6 6 A710 8-] PASSAGE 7- 4- 1 17 4 A710 2 ►MEN O3 L--1 -- - I II I 3" FINISH 5 A701 1 414A 10 LP.C3�D7 o 4 o _ I>/ 0 N 1.L 17 I L 15 TYP. VF-- - -� I I 16 i 2'-6" fnn<�il+ant• STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 OF F4 0 PNO D e �0c) ° I eC014815 D A'RC 'it Him 0 If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. V 3 � V j c A N G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q Ln M 0000 J W M J J M = LL OJ CO J W LU Q N O _ CL �LU N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: 1 01.05.21 DB-7-2020 2 01.11.21 FURNITURE CORRECTION Drawn: Checked: ARL SOL Project No. SDLA1927 DATE:10.14.20 Contents: FURNITURE, FIXTURES & EQUIPMENT PLAN FURNITURE, FIXTURE & EQUIPMENT PLAN 1/4" = 1'-0" A130 r I `111 1 11,11 III 1 et 1I I I _ 1 II -- 1' L-1_ 11' " 1,1 _ I ' 1 ' 11 1 1 1 11I7[_ I I I I 11 �q1f# KITCHEN EQUIPMENT LIST, ITEM # DESCRIPTION MANUFACTURER MODEL NO. CITY SUPPLIED BY INSTALLED BY UTILITY REMARKS ELEC GAS WATER SEWER Portable Ingredient Rail Select Stainless CHP-ING-RAIL 2 KES KES; GC 1.1 Sneeze Guard Serve Line 12 Pan (Right) BSI Custom-R 1 TMS TMS/GC 1A M4.0 - Front Serve Line - 12 Pan - POS Right Delfield 12 Pan Serve Line POS_221x38.5in (Right) 1 KES KES; GC • • Installed On Concrete Curb 2A Tortilla Warmer Caliente Industries A2 2 KES KES • GC To Store In Walk -In Cooler Until Final Installation 6 Cup Dispenser Dispense -Rite CHIP-ECL-3B 1 KES KES; GC Installed At POS Counter 7.4 Beverage Cooler - 2 Door Hoshizaki America, Inc. R2A-FS 1 KES ! KES • 7A.2 Upright Beverage Cooler, Single Door, Hinge Right Hoshizaki America, Inc. R1A-FGCR 1 KES KES • 8.1 Chip Shelf 36x16in Nationwide Fab; Marlo Mfg CHP-CS-36WS-16-C 1 KES KES Mount Top Of Shelf At 57" AFF. Provide Plywood Blocking To Mount To Wall. 8.2 Chip Shelf 36x16in Nationwide Fab; Marlo Mfg CHP-CS-36WS-16-C 1 KES KES Mount Top Of Shelf At 70" AFF. Provide Plywood Blocking To Mount To Wall. 10 Blender Vitamix 748 1 KES KES • GC To Store In Walk -In Cooler Until Final Installation 11 Carving Station - 77x34in - Horizontal Well - Left Delfield 77x34in Carving Station - LT 1 KES KES • 12 Undercounter Refrigerator Hoshizaki CRMR27-LP 1 KES KES • 13 Grill 48in - Natural Gas - Divider Right Woodstone WS-PL-48-36-4-CT-Right 1 KES KES • ! • 13.1 Woodstone Grease Splash Guard -16" tall Nationwide Fab; Marlo Mfg CHP-GCG-GSG 1 KES KES 16" tall 14 Range 6 Burner - Natural Gas ! Garland U36-6S 1 KES KES • 15 Woodstone Grill Stand 48x31in - Divider Right ! Woodstone 1000-PL-STAND-CASTER 1 KES KES 16 Fryer - Gas - Standard Efficiency Pitco 35CS 1 KES KES • • Mounted On Legs, G.C. To Pin Front Legs To Floor 17A Cook Line Stand Off - 84x6 Nationwide Fab; Mario Mfg CHP-7WS-6 2 KES KES Mount Top of Flat Surface at 33" AFF, Install Screws at Each Stud Location, Provide Blocking To Mount To Wall 18 Gas Rice Cooker Rinnai RER-55AS 1 KES KES • j Final Connection by GC. RE: Mechanical Drawings 19 Rice Cooker Stand - Right Nationwide Fab; Marlo Mfg CHP-RCS-42ES-34 1 KES KES 22 Prep Sink - Corner - Right Trimark S1-122x34-US-FF-R 1 KES GC 22.1 Prep Sink Faucet Big Flow Faucet T&S B-0293-01 1 KES GC • 22.2 Prep Sink Vegetable Wash Faucet T&S B-0730 1 KES GC • GC To Provide Connection For Chemical Dispensing Equipment 22.3 Prep Sink Drain Assembly T&S B-3950 1 KES KES; GC • 23 14 Shelves - 120in Prep Sink Amco CHPPS120 1 KES j KES Mount Bottom Of Standard At 50" AFF. Provide Plywood Blocking To Mount To Wall. 23A 2 Shelves - 30in Amco Custom 1 KES KES Mount Bottom Of Standard At 50" AFF. Provide Plywood Blocking To Mount To Wall. 24.3 Hand Sink Wall Mounted - Splash Both Universal Stainless EHS-IRL-NF 4 KES GC • Provide Plywood Blocking To Mount To Wall 24.5 Kitchen Hand Sink Faucet Splash Mount T&S B-1146-04 4 KES GC • 25 Rice Prep Table Island 66x34 Nationwide Fabrication; Mario Mfg Custom Table 66x34in 1 KES KES 26 Hot Holding Cabinet - Double Door (Rice) Food Warming Equipment (FWE) HLC-16-CHP 1 KES KES • 29.2 Dish Sink Add -A -Faucet w/ Pre -Rinse T&S B-1033-12CRBJSK Substitute Sprayer B-0107-J-SWV 1 KES GC • 29.3 Dish Sink Drain Assembly T&S B-3950 3 KES KES; GC • 29.4 Dish Sink Chemical Faucet T&S B-2345-01-XX 1 KES GC • GC To Provide Connection For Chemical Dispensing Equipment 29B 3 Comp Sink-18x24in Bowls - 1113/4in Nationwide Fabrication; Marlo Mfg S3-30x111.75x36.5-FF-R 1 KES GC • 30 Shelving System - 3 Comp Sink Amco WST1879S 1 KES KES Mount bottom of Standard At 56"AFF. Provide Plywood Blocking 30.2 Shelving System - Dish Table Amco WST18795 2 KES KES Mount bottom of Standard At 56"AFF. Provide Plywood Blocking. Mount Tight To Dish Machine 31.7 Drying Racks 21x48x85in - With Vented Aluminum Covers Amco Custom 1 KES KES Mount Bottom Of Standard At 12" AFF. Provide Plywood Blocking To Mount To Wall 32.1A Ice Maker - Remote Condenser Hoshizaki URC-5F 1 KES KES • Condensing Units To Be Secured To The Roof Per Code By GC 32.1E Ice Maker - Remote Condenser 1 Hoshizaki URC-91F 1 KES KES • Condensing Units To Be Secured To The Roof Per Code By GC 32.2 Ice Maker - Storage Bin Hoshizaki B50OPF 1 KES KES • 32.3 Icemaker- Filter Cuno Bev 190 3 KES KES • 32.4 Ice Maker - Scale Inhibitor Cuno CFS440-HT 3 KES KES • 32.5 Ice Maker - Sanitizer RGF IMSB 3 TUV GC • Refer To Installation Guide. When Installed At Utensil Counter, Mount Below Counter In Accessible Location. Refer To Plumbing Drawings. 32A Ice Maker For B.O.H. Ice Bin (Shorter) Hoshizaki KML-700MRJ 1 KES KES • • Drain Ice Maker to Floor Sink, RE: Mech. Refrigeration By Tenant. 32C Ice Maker Mounted On Soda Machine - Remote Air Cooled Hoshisaki KMD-530MAJ 1 KES KES • • • Drain Ice Maker to Floor Sink, RE: Mech. Refrigeration By Tenant. 32D Ice Maker Mounted On Soda Machine - Remote Air Cooled Hoshisaki KMD-530MRJ 1 KES KES • • • Drain Ice Maker to Floor Sink, RE: Mech. Refrigeration By Tenant. 33 Walk In Cooler 7x14x9ft 3in - Standard Norlake CHP714SR-RS 1 WCS GC • • Refer To Plumbing and Mechanical Drawings; Refrigeration By Tenant; Remote Exterior Compressor Unit To Be Secured To Roof Per Code By GC 34 Walk -In Cooler Shelving System - 7x14x9 Cambro (Camshelving) CHP714ER 1 KES KES 35.1 Dry Storage Racks 21x48x85in Amco CHPDS185 2 KES KES Mount Bottom Of Standards At 12" AFF. Provide Plywood Backing To Mount To Wall. 35.2 Dry Storage Racks 21x96x85in Amco CHPDS285 1 KES KES Mount Bottom Of Standard At 12" AFF. Provide Plywood Blocking To Mount To Wall. 37 Mop Sink Faucet T&S B-0660-BSTR 1 KES GC • 37.1 Mop Sink Chemical Faucet T&S B-2345-01-XX 1 KES 1 GC • GC To Provide Connection For Chemical Dispensing Equipment 38 6 Shelves - Chemical Storage Rack Amco CHPCS85 1 KES KES Mount Bottom Of Standard At 12" AFF. Provide Plywood Blocking To Mount To Wall. 39B SML 1.4 109in - Right - W/POS & Cash Drawer Franke/Delfield SML 1.4 RT-109x34 1 KES KES • • 39B.1 SML 1.3 Wall Trim Package Franke/Delfield SML 1.3 Trim Kit 1 KES KES 40A Holding Cabinet - SML 1.2 Food Warming Equipment (FWE) HLC-1826-3-CHP 1 KES KES • 40D Holding Shelf Trimark TGS-39X20X80-B 1 KES KES • 41.3 SML 1.4 Shelving - 109in - Top Shelf Franke/Delfield 18011521 1 KES j KES 1 Mount Bottom Of Shelf At 74 1/2" AFF. Provide Plywood Blocking To Mount To Wall. 41.4 SML 1.4 Shelving - 109in - Bottom Shelf Franke/Delfield 18011522 1 KES KES Mount Bottom Of Lowest Portion Of Shelf At 54 1/2" AFF. Provide Plywood Blocking To Mount To Wall. 42 Shelving System Under Counter Beverage Station ISS WST1810CLR 1 KES KES Mounted on (4) casters, All casters to be swivel type, Front (2) casters to have brake, Located under utensil counter 43 Beverage Cooler Backbar 36in Glasstender LP36X-SS(X) 1 KES KES • 44 Hot Holding Cabinet - Double Height - Front Load Food Warming Equipment (FWE) TST-16-CHP 1 KES KES • 49 Chip Table - 36x34in Select Stainless CHP-36TCBD-34-HNG 1 KES KES Mounted On Legs, G.C. To Pin Front Legs To Floor 55 Filler Table - 2434in ITrimark TS-243436-US-C 1 KES KES 56 Beverage Table - Fast Lane Trimark TS-36x109.5x36-2US-F 1 KES GC • • 57 Filler Cart - Fast Lane Trimark TS-24x36x39-US-C 1 KES KES 61 Dish Machine Hobart AM15SCB 1 KES KES • • • 62B Dish Table 3000 Babington Technology CDT-30X3OX36.5-B-L 1 KES GC 65 Utility Cart (Not Shown) Select Stainless 30SU-22-14-C4-TUBS-CUSTOM 1 KES GC Provided As Part Of The WIC Shelving 66B Drop -Off Table - 22x30in Trimark TS-22x30x31-US-C 1 KES KES 67 Refrigerated Counter Case, Self -Serve Structural Concepts C03324R-UC 1 KES KES 69B M4.0 - Simplicity Bubbler Mini -Quad Crathco CS-4E-16 1 KES GC • • 70 Seed Fill Faucet T&S B-0432 MOD 1 KES GC • 1 71 Quesadilla Press Turboche Sota Touch 1 K S K S • 1\ STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 •\AAU1J11I I I I Ill1'''///"' � r Q i 0014815 If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. V 3 � V CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q M 00 N w M I� J J J m L.L = O 0 m N J J J LU Q Nt.0LU O h N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET AL Revisions: 1 01.05.21 DB-7-2020 Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: EQUIPMENT SCHEDULE A131 I I __-- I I I I1L9' I - It - ___ I — _I - L _ V—_ MISC. EQUIPMENT LIST E�i FURNITURE LIST = TAG DESCRIPTION CITY SUPPLIED BY INSTALLED BY UTILITY REMARKS TAG DESCRIPTION CITY SUPPLIED BY INSTALLED BY ELEC GAS WATER SEWER 1 Point of Sale Display 1 TMS GC Installed at POS Station 1F M4.0 - Table 24x42in, Rectangular Base (Accessible) 6 TMS GC 2 Point -Of -Sale System 2 T TCC Coordinate Requirements With Tenant and Elec. Drawings 1H M4.0 - Community Table - Low - Window - Length Varies 2 TMS GC 3 Cash Drop Box 2 SSS GC Drop Box Mounted Below POS Counter 2F.1 M4.0 - Bar Height Table 6-Top, With Footrest 3 TMS GC 4A B-Rate (Standard Safe) 1 TS GC Installed in Office 4C Smart Safe 1 TSS TSS • To Be Installed On Curb Under Serveline, Bolt to Curb Under Serveline POS 3C.1 M4.0 - Dining Room Chair 24 TMS GC 5B Soda Dispenser - With Air -Cooled Ice Maker 1 SPS SPS • j • Drain to Floor Sink, Tenant Millwork Supplier to Provide (2) Adjustable Legs to Support Dispenser From Under The Utensil Counter 3D M4.0 - Marshmallow Stool - Fixed 7 TMS GC 3E M4.0 - Bar Stool - Fixed 18 TMS GC 5C Soda Dispenser - With Remote Air -Cooled Ice Maker 1 SPS SPS • • Drain to Floor Sink, Tenant Millwork Supplier to Provide (2) Adjustable Legs to Support Dispenser From Under The Utensil Counter 5 Menu Holder - Surface 1 T GC 6C M4.0 - Beverage Counter - With Trash - 4" Splash - 149" 1 TMS GC 6 Soda System Syrup Rack with Carbonator on Stainless Steel Shelf Wall Mounted at 89" AFF 1 SPS SPS • • 10 Child's High Chair 1 T GC 7A Bulk CO2 Tank 1 CO2 CO2 • 11 Office Chair, By Tenant 1 T T 8A Gas Tankless Water Heater 1 GC GC • • • Drain Water Heater To Floor Drain, RE: Mech. 12 Patio Chair - Bistro 22 KES GC 9 Mop Sink, See Plumbing Drawings 1 GC GC • • See Plumbing Drawings 13A 24in Round Bistro Table 3 KES GC 10 Touch -Free Soap Dispenser 4 WA GC 13B 30in Square Bistro Table 3 KES GC 10.1 Hand Sanitizer Dispenser 5 WA GC 14A 3 Bin Trash/Recycling Surround - Exterior 1 TMS GC 10.2 Hand Sanitizer Stand 1 WA GC 14C M4.0 - 3 Bin Trash/Recycling Surround - Interior 1 TMS GC 11 Paper Towel Dispenser, Bobrick B262 4 WA GC Provide Plywood Blocking to Mount to Wall 15 Patio Umbrella 4 KES GC 12 First Aid Kit 1 T GC Confirm Location With Chipotle CM Prior To Installation 16 Accessible Patio Table 2 KES GC 14 License Frame 1 T GC Provide Plywood Backing In Wall At License Frame Location, Refer To Arch. Floor Plans And Elevations For License Frame Location. 17B MOPUS Shelving - 44" 1 TMS GC 16A Fire Extinguisher Type ABC - B456 2 GC GC Mount in locations specified by the Fire Marshal. Provide plywood backing at specified locations. 16B Fire Extinguisher Type K 1 GC GC Mount in locations specified by the Fire Marshal. Provide plywood backing at specified locations. 17 Window Shades 4 WS WS See Sheet A130 For Location & Size (When Used) 19 Hat & Coat Strips (Not Shown) 1 WA GC Provide Plywood Blocking to Mount to Wall 20 2-Drawer File Cabinet, By Tenant 1 T T By Tenant 22 Water Softener 1 KES GC • • See MEP Sheets For Details 24 LaunchPort Wall Station 1 T GC • Tablet By Tenant 28 Mop Strip (Not Shown) 1 T GC Provide Plywood Backing To Mount To Wall, 2 Hole At Mop Basin and 6 Hole In Kitchen 31 21in Menu System - Right 1 TMB GC 32 CO2 Alarm 1 CO2AS GC • Mount At 18" AFF, Refer to Electrical Drawings for Additional Details 33 Framed Photograph 3 T GC Provide Plywood Backing In Wall At Picture Frame Location, Refer To Arch. Floor Plans And Elevations For Picture Frame Location. 33A M4.0 - Pick -Up Sign - Single Faced - Flush Mounted - Face 1 TSV GC UTILITY ELEC GAS WATER SEWER REMARKS See Detail On A130 One Coat Hook Per Two Seats, Confirm Mounting Location With Shop Drawings Align Seat With Seam Perpendicular To Table Edge Align Seat With Seam Perpendicular To Table Edge Top of Menu Holder at 48" AFF • Coordinate Floor Drain Installation with Utensil Counter Installation, Bins Provided by Tundra in Smallwares Package By Tenant Provided by EMU America, Contact: Carol Hughes (303-744-3200) Provided By EMU America, Contact: Carol Hughes (303-744-3200) Provided By EMU America, Contact: Carol Hughes (303-744-3200) Bins Provided by Tundra in Smallwares Package Bins Provided by Tundra in Smallwares Package Provided By EMU America, Contact: Carol Hughes (303-744-3200) GC To Provide Blocking In Walls At The Ends Of The MOPUS Shelf To Secure Shelves, Stainless Edge Of The Shelf To Face Kitchen STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 pF F�0'''%, 00, Co 6c" co 0014815 / ,,, E D A a G ��,•��`� If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. V 3 � � v +"CA N G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 00 (.O M J J = a ,UJ _J 7) Ln M m J LL O LU O F_ � LU iLU N m Q � � ILO J _ a U.J r-... N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: 1 01.11.21 FURNITURE CORRECTION Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: EQUIPMENT& FURNITURE SCHEDULE A132.14 I I I I I I 1. 1 1 1 I I I" L___II '.I I I II I IIII I I I ROLL TOP OF LEAD FLASHING DOWN INTO NOTES: 1. REFER TO ROOFING MANUFACTURER'S WEBSITE FOR MOST UP-TO-DATE INFORMATION. 2. LEAD FLASHING SHALL BE 2.5 LBS. PER SQUARE FOOT MINIMUM. 3. USE ASPHALT PRIMER ON LEAD FLANGES WHEN USING UTILITY CEMENT. TYPICAL VTR FLASHING DETAIL 1 1/2" = 1'-0" NOTES: 1. REFER TO ROOFING MANUFACTURER'S WEBSITE FOR MOST UP-TO-DATE INFORMATION. 2. MAINTAIN 2" MIN. CLEARANCE FROM PENETRATION TO EDGE OF METAL PAN, 3. ROUND FLANGE CORNERS ON METAL PAN. 4. PRIME INSIDE OF METAL PAN WHERE FLASHING CEMENT WILL BE PLACED. 1 TYPICAL ROOF PENETRANT FLASHING DETAIL 1 1/211 = 1'-01I HVAC EQUIPMENT NOTE: UTILITIES BY GC, REFER TO MECHANICAL DRAWINGS INSTALLED UTILITY DESCRIPTION SUPPLIED BY BY ELEC GAS WATER SEWER REMARKS Exhaust Fans & Curbs HS GC 0 Curb provided by HS, installed by GC Make Up Air Unit & Curbs HS GC • • • • Curb provided by HS, installed by GC Roof Top Units & Curbs HES I GC • • • • Curb provided by HS, installed by GC Test & Balance System TAB - Furnish HVAC Test & Balance per Tenant's National Account Program. GENERAL NOTES 1. SEE STRUCTURAL DRAWINGS FOR LOCATIONS AND SIZE OF STRUCTURAL ROOF REINFORCEMENTS. 2. SEE MECHANICAL PLANS FOR ROOF TOP EQUIPMENT. 3. COORDINATE ALL ROOF PENETRATIONS, FLASHING, AND REPAIR W/ TENANT ROOF TOP EQUIPMENT PRIOR TO COMMENCEMENT OF WORK. 4. DIMENSIONS FOR ROOF TOP EQUIPMENT WITH CURBS IS TO THE OUTSIDE FACE OF THE CURB. DIMENSIONS FOR EQUIPMENT WITHOUT CURBS ARE TO THE CENTER OF THE UNIT. ALL DIMENSIONS ARE FOR REFERENCE ONLY. ROOFING CONTRACTOR TO ADJUST AS NECESSARY IN FIELD. CONTACT ENGINEERING CONSULTANTS FOR ANY MAJOR MODIFICATIONS TO LAYOUT. 5. JOISTS FOR SHELL BUILDING ARE TO BE DESIGNED FOR THE RTU WEIGHTS AND PLACEMENT EXHIBITED. IF LOCATION OR ORIENTATION OF A UNIT MUST CHANGE, NOTIFY ARCHITECT IMMEDIATELY. 6. SEE M700 FOR PENETRATION DETAILS AT RTUS AND THE EXHAUST FAN. 7. PROVIDE INSULATED CURBS FOR ALL EQUIPMENT IN EXPOSED DECK AREA ONLY. 8. PROVIDE TAPERED INSULATION CRICKET AT ALL EQUIPMENT CURBS. 9. LOCATE ALL UNITS SO DUCT DROPS BETWEEN TRUSS JOISTS. NOTIFY ARCHITECT IMMEDIATELY IF ANY UNITS NEED TO SHIFT FROM PLAN LOCATION SHOWN. KEYNOTES 1. EXISTING PARAPET WALL 2. EXISTING BUILT-UP ROOF ON RIGID INSULATION (R-19) ON METAL DECK - G.C. SHALL CONTRACT WITH THE LANDLORD'S ROOFER FOR ANY ROOF REPAIR, FLASHING AND ALL NEW PENETRATIONS, AS WELL AS ANY OTHER NEW ROOFING WORK. SEE COVER SHEET FOR ROOFER'S CONTACT INFORMATION. 3. EXISTING PRIMARY ROOF DRAIN 4. EXISTING OVERFLOW ROOF DRAIN 5. EXISTING ROOF ACCESS HATCH WITH EXISTING ROOF ACCESS LADDER BELOW 6. MINIMUM 10' CLEARANCE BETWEEN ANY EXHAUST SOURCE AND ANY AIR INTAKE. 7. NEW TAPERED INSULATION CRICKET @ ALL CURB MOUNTED EQUIPMENT - 1/2" SLOPE MIN. G.C. SHALL FIELD VERIFY ALL ROOF SLOPES AND INSTALL CRICKETS AS REQUIRED TO MAINTAIN DRAINAGE AWAY FROM ROOFTOP EQUIPMENT AND TOWARD ROOF DRAINS. GC SHALL COORDINATE TO INSURE CRICKETS ARE INSTALLED BY THE ROOFER. 8. NEW 3'-0" WIDE WALK AREA MEMBRANE. PRODUCT SHALL BE AS APPROVED BY THE ROOFING SYSTEM MANUFACTURER. GC SHALL COORDINATE TO INSURE WALK PADS ARE INSTALLED BY THE ROOFER. 9. NEW RTU ON WIND RATED ROOF CURB -CURBS MUST BE INSTALLED PER THE N.O.A. CURBS SHALL BE TALL ENOUGH SUCH THAT THERE IS A MINIMUM OF 8" BETWEEN THE ROOF SURFACE AND THE UNDERSIDE OF THE EQUIPMENT PER FBCB SECTION 1510.10. G.C. SHALL VERIFY DEPTH OF INSULATION AROUND THE PERIMETER OF EACH CURB AND SHALL INSTALL SUPPORT PER THE ALTERNATE STRUCTURAL DETAIL IF GREATER HEIGHT IS REQUIRED. NOTE: ALL CLIPS, HOLD DOWNS AND FASTENERS SHALL BE INSTALLED PER THE N.O.A. WITH NO EXCEPTIONS. THE ROOFING SUBCONTRACTOR SHALL FLASH THE RTU CURBS AS REQUIRED BY THE ROOFING SYSTEM MANUFACTURER TO MAINTAIN THE ROOF WARRANTEE. 10. NEW FAN ON ROOF CURB - CURBS MUST BE INSTALLED PER THE N.O.A. CURBS SHALL BE TALL ENOUGH SUCH THAT THERE IS A MINIMUM OF 8" BETWEEN THE ROOF SURFACE AND THE UNDERSIDE OF THE EQUIPMENT PER FBCB SECTION 1510.10 (18" @ EF-1 GREASE EXHAUST PER FBCM 506.3.6). G.C. SHALL VERIFY DEPTH OF INSULATION AROUND THE PERIMETER OF EACH CURB AND SHALL INSTALL SUPPORT PER THE ALTERNATE STRUCTURAL DETAIL IF GREATER HEIGHT IS REQUIRED. NOTE: ALL FASTENERS SHALL BE INSTALLED PER THE N.O.A. 11. NEW REMOTE CONDENSER (SEE MECHANICAL DRAWINGS) ON EQUIPMENT STANDS BY THE G.C. STAND SHALL PROVIDE A MINIMUM OF 18" CLEARANCE ABOVE THE ROOF SURFACE PER FBCB TABLE 1510.10. G.C. SHALL VERIFY THE DEPTH OF INSULATION AT EACH LEG AND INSURE THE REQUIRED CLEARANCE IS MAINTAINED. FLASH EACH LEG PER DETAIL 2/A140 OR AS REQUIRED BY THE ROOFING MANUFACTURER TO MAINTAIN THE ROOF WARRANTEE. THE EQUIPMENT STANDS SHALL BE FABRICATED AND INSTALLED IN COMPLIANCE WITH THE MIAMI-DADE COUNTY NOA (SHEET A820) AND IN COORDINATION WITH THE STRUCTURAL DRAWINGS. SEE SHEETA141 FOR CONDENSER INFORMATION. 12. NEW CONDENSATE LINE ON PIPE STANDS - EXTEND CONDENSATE LINES TO THE EXISTING PRIMARY ROOF DRAIN (WHICH CONNECTS TO THE SITE STORM DRAINAGE SYSTEM). THE G.C. SHALL FIELD VERIFY. CONDENSATE MUST NOT DISCHARGE INTO AN OVERFLOW DRAIN. COORDINATE WITH MECHANICAL AND PLUMBING DRAWINGS. 13. NEW ROOF HYDRANT - SEE PLUMBING DRAWINGS 14. COORDINATE VTR, GAS FLUE, AND ALL OTHER PENETRATIONS WITH MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS. ALL PENETRATIONS SHALL BE FLASHED AS REQUIRED TO MAINTAIN THE ROOF WARRANTEE (SEE TYPICAL DETAIL ON THIS SHEET). STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 u„ ,IIIIl�llrll�u, OF F4 00 D co ro o R0014815 FRFD AR ���,,,;,,nIII;111111II1� If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q Lf) 0000 J W M M � M J J J U_ 0 = >' m J Z = J J J = LU N (D O -C4- IZ V� (�p LLJ � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: ARCHITECTURAL ROOF PLAN ROOF PLAN 1/4" =1'-011 A140 -- J--_ , I I I I 1. P I' ! I 1 ;1 II 1. I - II - --_ Illy° rlq - I I (�� KEYNOTES '1 Ilu I HOOD SUPPORT ANGLES - TYP. OF 12. G.C. SHALL INSTALL STEEL ANGLES ATTACHED TO THE BUILDING STRUCTURE AND SUSPEND HOOD FROM THREADED ROD PER THE STRUCTURAL DRAWINGS. HOOD SHALL BE SUPPORTED FROM EVERY FACTORY 1 INSTALLED HOOD SUPPORT ANGLE. 3" INTEGRAL AIR SPACE WITH 1" INSULATION - MEETS REQUIREMENTS FOR 0" CLEARANCE FROM COMBUSTIBLE SURFACES BACK \ I I I 1' - 0" 2 1/4" 4' -10 1/4" 2' -11" 4'-101/4" 11 Oo v 0 io, co, C� Oo 0 io 1 I I f I z J co U FRONT 1/4" 13'-7 1/2" 2 1/4 HOOD SUPPORT PLAN 1/2" = 1'-0" d� 2 1/4" 00 Ln M 1. EXISTING STEEL JOISTS 2. EXISTING STEEL BEAM 3. CU-1: 19.5" H x 25.5" W x 33" L APPROX. WEIGHT= 200 LBS CU-2 & CU-3 22" H x 15.75" W x 35.75" L APPROX. WEIGHT = 100 LBS THE CONDENSING UNITS SHALL BE MOUNTED ON ALUMINUM STANDS AS MANUFACTURED BY F&L ALUMINUM PARTS, INC. (PH: 954-975-8535). STAND MOUNTED EQUIPMENT IS SUBJECT TO 110 PSF LATERAL WIND PRESSURE (SEE STRUCTURAL DRAWINGS). CONNECTION OF THE STAND TO BUILDING STRUCTURE, AND OF THE CONDENSER UNITTO THE STAND MUST COMPLY WITH MIAMI DADE COUNTY NOA #18-0828.09 STEEL ANGLES FOR SUPPORT OF THE STANDS SHALL BE INSTALLED AS DETAILED ON THE STRUCTURAL DRAWINGS. FINAL LOCATIONS OF THE STEEL TUBE SUPPORTS FOR THE STAND BASE PLATES SHALL BE COORDINATED BY THE G.C. WITH THE STAND MANUFACTURER'S SHOP DRAWINGS. 4. KITCHEN EXHAUST HOOD SUSPENDED FROM BOTTOM CHORD OF THE JOISTS WITH THREADED ROD - SEE 2/A141 FOR HOOD SUPPORT LOCATIONS AND STRUCTURAL DRAWINGS FOR DETAILS AND COORDINATE WITH HOOD SUPPLIER FOR EXACT SUPPORT LOCATIONS. S. NEW STEEL ANGLE SUPPORT FOR THE GREASE HOOD - SEE STRUCTURAL DRAWINGS AND COORDINATE LOCATIONS WITH EQUIPMENT MANUFACTURER'S INSTALLATION RECOMMENDATIONS AND DETAIL 3/A141. NOTE: THE GC SHALL TRAPEZE THE THREADED ROD AS REQUIRED TO AVOID CONFLICTS WITH EXISTING STRUCTURAL ELEMENTS OR WITH THE WORK OF ANY OTHER TRADE. SEE STRUCTURAL DRAWINGS FOR SPECIFIC DETAILS. 6. NEW STEEL ANGLE SUPPORT FOR ROOFTOP EQUIPMENT CURBS - SEE STRUCTURAL DRAWINGS AND COORDINATE LOCATIONS WITH EQUIPMENT MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND WITH THE CURBS SUPPLIED BY THE EQUIPMENT MANUFACTURER. 7. NEW STEEL ANGLE SUPPORTS FOR CONDENSER STANDS. COORDINATE WITH THE STRUCTURAL DRAWINGS, MANUFACTURER'S DRAWINGS, AND THE N.O.A. STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954)927-2690 F (954)367-3494 Stefano De Luca Florida Registered Architect AR0014815 OF F i� oo D e J c ` 0014815 "/u/!1m i 1111w0\�� If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. 3 � v +MCA N GP CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q Ln M 0 W M l0 J J J M =L.L 0 O � co J J J LU Q Cr LLJ N O � � a �p w N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: ROOF FRAMING PLAN ROOF FRAMING PLAN 1/4" = 1'-0" A141 ! ! I I uu ! !! > I II I I ➢1 ! 1 II I II 'III 11 111 ll 1!III!II'Ar 11"J!!I111 111 'I IL 1 11 1_' 1 I f l_ _ —I I ! I 'L-L _ III v(r RTU CURB & FLASHING NOTES 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS, THE STRUCTURAL DRAWINGS, AND ALL APPLICABLE PRODUCT APPROVALS. 2. DO NOT SCALE DRAWINGS. 3. USE PREFABRICATED OUTSIDE CORNERS. 4. INSULATION MUST BE SECURELY FASTENED PER THE PRODUCT APPROVAL. 5. POLYISOCYAN U RATE INSULATION IS REQUIRED AND SHALL BE INSTALLED PER THE PRODUCT APPROVAL. G.C. SHALL COORDINATE WITH THE ENERGY CODE CALCULATIONS AND SHALL INSTALL AT LEAST THE MINIMUM R-VALUE. 6. THE DETAILS ON THIS SHEET ARE TO ILLUSTRATE THE ROOFTOP EQUIPMENT AND CURB, AND TO SHOW GENERAL FLASHING CONDITIONS. THE ACTUAL ROOF MEMBRANE MATERIAL MAY VARY AND FLASHING DETAILS SHALL BE ADJUSTED AS REQUIRED BY THE ROOFING MANUFACTURER TO MAINTAIN THE ROOF WARRANTEE. NOTE: THE MECHANICAL SUB -CONTRACTOR IS REQUIRED TO INSTALL THE CURB, END CLIPS, HOLD DOWNS AND ALL FASTENERS AS DETAILED IN THE N.O.A. FOR THIS WIND RATED CURB. FAILURE TO FOLLOW THE MANUFACTURER'S INSTALLATION DETAILS WILL RESULT IN THE GC HAVING TO PROVIDE ENGINEERING AT HIS OWN COST AND EXPENSE TO DEMONSTRATE THAT THE CURB AND RTU AS INSTALLED CAN WITHSTAND THE REQUIRED WIND PRESSURES. RTU BASE RAI HOLD DOWN RTU MANUFA PER MANUFA INSTRUCTION DOUBLE SIDEI OTHER MATEI THE ROOF SY! MANUFACTUI ATTACH M E N1 INSTALLING H CURB FLASHII ROOFING MA EXIST. ROOFR MEMBRANE EXIST. INSULA JTINUOUS 'OKET L PERIMETER OD NAILER TALL, 14 GA. JD RATED CURB 'PLIED BY RTU NUFACTURER ULATED STUD TENER SUPPLIED BY I MANUFACTURER 'ACHMENT PER THE .A. EL SUPPORT ANGLE - STRUCTURAL \WINGS 2 CURB ATTACHMENT & FLASHING DETAIL aHOLD DOWN A142 J 3" = V-0" RTU BASE RAIL END CLIP - SUI MANUFACTUA MANUFACTUF INSTRUCTION! BE INSTALLED THE RTU ON T CURB FLASHIN ROOFING MAP EXIST. ROOFIN MEMBRANE EXIST. INSULA' IS ETER ER GA. CURB f RTU JRER JT PER THE )RT ANGLE - URAL STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954)927-2690 F (954)367-3494 Stefano De Luca Florida Registered Architect AR0014815 OF F 4 0 00 D n� \ � l•l5.2I ��\ c 0014815 If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q Lli 0000 J W M M l0 M J J J LL = m J Z 2 J =1 N C.7 >- 0 U4) t�p L.I_I r. N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: RTU & CURB ATTACHMENT DETAILS A142 1 CURB ATTACHMENT & FLASHING DETAIL @ END CLIP A142 J 3" = V-0" i I I I I P 11 - - ' ' I 1 11 ii i r 1 I 1, 1_ g - 1 11 11 1 11 I rrl II .. lil'I '1l)'LWT1Rt111!p r1P.. .lu I rI -I f - GENERAL NOTES SECURITY SYSTEM *REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION LIGHT FIXTURE SCHEDULE 1. ALL INTERIOR LIGHT FIXTURES AND LAMPS PROVIDED BY TENANT'S LIGHT/LAMP SUPPLIER. DESCRIPTION I SUPPLIED CITY BY INSTALLED BY UTILITIES REMARKS ITEM # QTY MOUNT DESCRIPTION REMARKS 2. ALL INTERIOR LIGHT FIXTURES AND LAMPS INSTALLED BY GC. CAREFULLY REVIEW LIGHTING FIXTURE SCHEDULE ON SHEET ELEC GAS SEWER WATER Al 10 LAY -IN 2x2 LENSED TROFFER SEE SHEET E100 E100. SECURITY MONITOR 1 SSS SSS • 131 32 CEILING RECESSED 61N CAN LIGHT SEE SHEET E100 3. KITCHEN EXHAUST HOOD PROVIDED BY HS AND INSTALLED BY GC. GC TO COORDINATE PRESSURE TEST AND VIRO GUARD SECURITY ALARM - MOTION DETECTORS 1 T.B.D. T.B.D. • GC RESPONSIBLE FOR COORDINATING SEQUENCING OF PREWIRING B2 9 CEILING RECESSED 61N CAN LIGHT SEE SHEET E100 WITH ENVIROMATIC, INC. WITH COMPLETION OF INTERIOR FINISHES ( GYP. BD. FINISHES) B3 6 CEILING M4.0 - RECESSED 61N CAN LIGHT (BLACK) SEE SHEET E100 4. ANSUL BOX & FIRE SUPPRESSION SYSTEM PROVIDED BY AND INSTALLED BY HS. HOOD INTERLOCK BY GC. ELECTRICAL 72 HR SECURITY DVR 1 SSS SSS • CO 4 SURFACE LOW PROFILE LED 1FT SEE SHEET E100 CONNECTION BY GC, RE: ELEC. COS D C RC IT .V. A ERA - UT 0 R SS SS NS AL AT 9'- " U N.O. C1 1 SURFACE LOW PROFILE LED 2FT SEE SHEET E100 S. MENU BOARD ASSEMBLY PROVIDED BYTMB, INSTALLED BY G.C. CLOSED CIRCUIT T.V. CAMERA- INDOOR 6 SSS SSS • C2 5 SURFACE LOW PROFILE LED 3FT SEE SHEET E100 6. PROVIDE BLOCKING ABOVE MENU BOARD ASSEMBLY FOR INSTALLATION. CONDUIT GUIDELINES C3 17 SURFACE LOW PROFILE LED 4FT SEE SHEET E100 7. REFER TO "09900 PAINTING - GENERAL" IN SPECIFICATIONS FOR FINISHES AT EXPOSED CEILING AREAS IN ADDITION TO C4 14 SURFACE LOW PROFILE LED 5FT SEE SHEET E100 NOTES LISTED ON THIS SHEET AND A120. E1 4 VARIOUS EMERGENCY LIGHT -DUAL HEAD SEE SHEET E100 8. UNISTRUT TO BE LEFT UNPAINTED. PROVIDE MATCHING CLOSER STRIPS AND END CAPS. CLOSER STRIP TO BE APPLIED TO THE SEE ELECTRICAL DRAWINGS FOR CONDUIT REQUIREMENTS. METAL CLAD CABLE AND FLEXIBLE METAL CONDUIT SHALL NOT BE INSTALLED IN AREAS EXPOSED TO VIEW UNLESS UNDERSIDE OF THE UNISTRUT. SPECIFICALLY NOTED OTHERWISE. E2 3 VARIOUS EMERGENCY LIGHT -SINGLE HEAD SEE SHEET E100 E4 3 VARIOUS WHITE EXIT LIGHT - STANDARD RED LETTERS SEE SHEET E100 9. ALL HEIGHTS ARE TO BOTTOM OF FIXTURE UNLESS NOTED OTHERWISE. SPEAKER SCHEDULE E7 8 VARIOUS EMERGENCY LIGHT - DUAL HEAD SEE SHEET E100 10. LIGHT DETAILS ARE LOCATED ON SHEET A210. FIXTURE AND LAMP SPECIFICATIONS ARE LOCATED ON E100. G4 2 FLOOR MOUNTED PATIO LIGHT POLE SEE SHEET E100 11. ALL UNISTRUT SUPPORTING CEILING ELEMENTS AND/ OR DUCT WORK SHALL NOT CONTAIN ANY ELECTRICAL CONDUIT. ALL H1 9 SURFACE HOOD LIGHT SEE SHEET E100 ELECTRICAL CONDUIT MUST RUN IN SEPARATE UNISTRUT. ITEM # CITY DESCRIPTION COLOR/FINISH MOUNT REMARKS 12. ALL UNISTRUT, CONDUIT, SPRINKLER & WATER LINES SHALL BE INSTALLED TO THE BOTTOM OF THE DECK OR AS SHOWN IN SP1 6 DINING ROOM SPEAKER BLACK SUSPENDED REFER TO A201 & E110 FOR DETAILS J4 2 PENDANT M4.0 - PENDANT LIGHT SEE SHEET E100 P5 5 PENDANT M4.0 - PENDANT LIGHT SEE SHEET E100 DETAILS AND LEFT UNPAINTED [13. ALL WATER LINES AND EXPOSED PCV SHALL BE INSTALLED UP IN TRUSSES AND PAINTED VICTORIAN PEWTER. T1 9 TRACK TRACK LIGHTING HEAD SEE SHEET E100 14. ALL DIMENSIONS ARE TO FACE OF FRAMING, OR CENTERLINE OF FIXTURE UNLESS NOTED OTHERWISE. T-6 3 SUSPENDED M4.0 - TRACK 6' SEE SHEET E100 15. SEE ELECTRICAL DRAWINGS FOR SHATTER RESISTANT LAMP LOCATIONS. 16. ALL EMERGENCY FIXTURES, LIGHTS AND STROBES SHALL BE ALIGNED OR CENTERED ON WALLS. 17. FULL CERAMIC TILE COURSING SHALL TAKE PRECEDENT OVER ANY CEILING/HEADER DIMENSION INDICATED IN THE PLAN, REFER TO A120. 18. ALL CONDUIT AND PIPE PENETRATIONS OF THE SERVING LINE SOFFIT ARE TO BE HELD TIGHT TO THE DECK. PLEASE CONSULT WITH THE CHIPOTLE CM SHOULD ANY CONFLICTS ARISE. 19. BATT INSULATION TO BE INSTALLED ABOVE THE RESTROOM CEILING. 20. ALL LAY -IN CEILING PENETRATIONS TO BE HELD TIGHT TO WALLS. REFER TO 10/A210 AND PLUMBING DRAWINGS FOR DETAILS. 21. REFER TO STRUCTURAL DRAWINGS FOR HOOD SUSPENSION DETAILS. 22. ALL EXTERIOR BUILDING MOUNTED AND PATIO LIGHT FIXTURES AND LAMPS PROVIDED BY TENANT'S LIGHT/LAMP SUPPLIER, U.N.O. 23. ALL EXTERIOR PARKING LOT LIGHT FIXTURES AND LAMPS PROVIDED BY AND INSTALLED BY G.C. CAREFULLY REVIEW LIGHTING FIXTURE SCHEDULE ON SHEET E100. 24. ALL EXTERIOR BUILDING MOUNTED AND PATIO LIGHT FIXTURES AND LAMPS INSTALLED BY G.C. CAREFULLY REVIEW LIGHTING FIXTURE SCHEDULE ON SHEET E100. 25. SECURITY CAMERA LOCATIONS ARE ONLY APPROXIMATE LOCATIONS. FOR GUIDANCE ON THE SPECIFIC LOCATION/ORIENTATION OF THESE CAMERAS, REFER TO THE ENVYSION INSTALLATION GUIDE 26. REFER TO A120 FOR FINISH SCHEDULE ADJACENT TENANT (N.I.C.) KEYNOTES x� 3 5/8" �1' 117/8" 4'-11/8" 14'-0" GYP. BD. CEILING - C3 10 5/8"- 9" 1'-3"1'-4"1'-2"2'-05/8" 4'-01/2" T-0" 7'-0" 8± 7'-0" X �111/� 1. EXISTING EXPOSED/UNPAINTED STEEL JOISTS -SEE STRUCTURAL DRAWINGS 9' - 0" AFF j � $ ' 3'" 15/8" 2. SUPPLY AIR DIFFUSER -COORDINATE WITH MECHANICAL DRAWINGS FIRE RISER ROOF \x 3. RETURN AIR GRILLE - COORDINATE WITH MECHANICAL DRAWINGS ACCESS ROOM x _ - - -- 4. MENU BOARD SUPPLIED BY TMB & INSTALLED BY G.C. -SEE DETAILS ON SHEET A210. \ B1rf 1" FINISH EQ� EQ E7 EQ EQ EQ� EQ 1 E7 EQ �EQ E2 i 19\ 28 wH1 B5. MENU BOARD LIGHT FIXTURE -SEE DETAILS ON SHEET A210. o a H1 H1 H1 H1 H1 (D ® (D �^' TB H1 H1 H1 ` � 11 g1 6. LOCATE LIGHT FIXTURES& UNISTRUTAS INDICATED (SEE SHEET A202 FOR DIMENSIONS -SEE ALSO SHEETS A203 & A701) AND YP• - _ _ _ _ - -J -� -MOUNT PER DETAILS ON SHEET A210 & A211. G.C. SHALL SUPPLY AND INSTALL ALL UNISTRUT AND ELECTRICAL COMPONENTS'REQUIRED FOR A COMPLETE INSTALLATION. 2' 0" (i \I �� \� E4 7. LIGHTING IS PROVIDED BY COOLER MANUFACTURER. G.C. SHALL PROVIDE ELECTRICAL ROUGH -IN. '' '� - B1 B1 J472 B� 61 \ �� B1 B1 \ Al - �rt 8. EMERGENCY LIGHT FIXTURE -TYPICAL -SEE ELECTRICAL DRAWINGS. �� � � J4 72" � I I LAY -IN CEILING - C4 E7 _ B1\_ 9. SECURITY CAMERA - TYPICAL. COORDINATE WITH CHIPOTLE'S SECURITY VENDOR. LOCATE IN CENTER OF LAY -IN CEILING E1 _\B1 EQJEETQ 10 - E1 4 0 PANELS IN KITCHEN AND OFFICE AREAS. ± 10' - 0" AFF TYP TYP 10. THESE LIGHT FIXTURES TO BE CENTERED OVER THE ISLAND TABLE Al B1 B� � ' B1 TYP. B1 - - 31' - - }- - 15, _ I � B1 � I I 1 14 � NOTE: REFER TO 1/SP101 FOR NEW PATIO LIGHTING 11. LIGHT FIXTURES BY HOOD MANUFACTURER - TYPICAL \, B1 72 I � I i 3 5/8 4 8 3/4 4- 0 3 -113/8 TYP 1 81 1 P 12. LIGHT FIXTURES TO BE MOUNTED TO UNDERSIDE OF SHELVES -COORDINATE WITH KES.ic � (�>�E2E4 93 1'-117/8" __T71/4��� ���/ 12,� I - - _I -- 13. SPEAKER SUSPENDED FROM UNISTRUT (TYP OF 6) - SPEAKERS SHALL BE MOUNTED 6" ABOVE THE TOP OF THE BLADE ASSEMBLY -SEE 8/A210 AND SHEET A202 � TYP 5/8"� B1 13 TYP t 61 _ 14. SUSPENDED FELT BAFFLE CEILING SYSTEM - SEE DETAILS ON A210 & THE SPECIFICATIONS Al 16�- 15. GC SHALL INSTALL PVC CORNER GUARD PER DETAIL 6/A210 Al - - -GYP. BD. CEILING - C3 ± 9' - 0" AFF7- � 2 , 4 - --- L_-�5 J _ 3 5/8" 1' - 9" 2' 3" 2' 3" 1' 0" . 3 5/8" -- - ° STONEWOOD CEILING - C2 i 7 GYP. BD. CEILING C3 B1 TYP. Li L L J ± 8'- 3 1/4" AFF 16. GWB LIGHT COVE -SEE DETAIL 20/A802 ` - �_ =±10'-0"AFF <23 - 17. STONEWOOD LIGHT COVE - SEE SECTION 1/A502 8 x �''TVP -- - _ - ] / 12\` `�/ \ 25\ ` g o0 T1 TiT1 T-6 1/ T-6 T1 Til 1 .�, 17/ �,, F1 _ T1 6 a P5 LL 18. AIR PURIFIER - SEE ELECTRICAL & MECHANICAL DRAWINGS El Al 21 \ B1 - - I - - 1_ - J 1 6 < C % j �� LU B\ 63\- B3\B3 w 19. NEW REMOTE EMERGENCY BATTERY BACKUP LIGHT FIXTURE COORDINATE WITH ELECTRICAL DRAWINGS k ` - \ El B2 C3 C4 C3 26 2 C1' B1 a I 61 - I _ _ P5 1' 01/2" 20. CEILING ACCESS PANEL- 24" X 24" BY ACUDOR, UNIVERSAL FLUSH, ED-2002, COLOR: WHITE- FRAME OPENING PER m 21 B31 15/8 " MANUFACTURER'S RECOMMENDATIONS � C ccJ, _ v M _ � �� 21. 6 PVC SODA LINE ROUTED ABOVE CEILING - Al Al A� Al Al B1 L �21 I - 61 E7 \B2 g IT g2 B2 B2 18� �� _ �% E2 /�� j� �� P5 X 19 _- 22. NOT USED 23. CENTER TRACK LIGHTING ON WALL AT PLYWOOD BOX x x Al 20 w n, ) M �' Ln _ r, 2 / 3 STONEWOOD CEILING - C2 ± 8 3 1/4 AFF TYP. STONEWOOD CEILINGS @ C GS � E7 E7 634 24. MONITOR BY CHIPOTLE'S VENDOR B1 - I B1 o B2 TYP. TYP. B2 \ is B2 _ �-� � o 25. CHIME/STROBE - SEE ELECTRICAL DRAWINGS N '-' N A\ 777 :17 26. S.A.T. CEILING PENETRATION -SEE DETAIL 4/A210 24 200 27. EXTERIOR CAMERA BY CHIPOTLE'S SECURITY VENDOR zo 28. EXISTING METAL CANOPY 3 5/8 „ 2 41/2 2 5 3/8 2- 5 3/8 2 3 3/8 3 5/8 „1 2 0 1 113/8 113/8 2 0 2 17/8 2 11/4 2 11/4 2 -17/8 �. 10 5/8 \ GYP. BD. CEILING - C3 3 5/8" 3 5/8"' 3 5/8" 3 5/8" \ GYP. BD. CEILING - C3 LAY -IN CEILING - C4 OL LAY -IN CEILING - C4 OL ±10'-0"AFF h ±8 -0 AFF ± 10'- 0" AFF ± 9'- 0" AFF TYP. @ RESTROOMS GYP. BD. CEILING - C3 ±9'-0"AFF REFLECTED CEILING PLAN 1 STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 pF F10 `gyp i 00 0 e � �o CD/ /��,F lGC9 y - i I = u t< o = is r (•�6j.2( ti v; G' 0014815 FRED AR If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. (OC O`H G. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q Ln 0000 J W M M J J M .. =V- O O LZ- V) J J W LU N � O _ LLJ N Issue Record: 10.14.20 01.20.21 BID SET PERMIT SET CONSTRUCTION SET 4 Revisions: 1 10.27.20 BA-1 Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: REFLECTED CEILING PLAN A201 BAFFLE END CAP AT EXPOSED ENDS, TYP. HEAVY DUTY CROSS TEE, REFER TO A210 BAFFLE INTERNAL SPLINE CONNECTOR, TYP. MAXXIT SYSTEMS FELT CEILING BAFFLE SYSTEM; INSTALL PER MANUFACTURER'S DETAILS CENTER LINEAR LIGHT FIXTURE BETWEEN FELT BAFFLES, TYP. HEAVY DUTY MAIN TEE, REFER TO A210 PULL POWER IN RIGID CONDUIT TIGHT TO BOTTOM OF TOP CHORD TO FEED UNISTRUT (TYP) - COORDINATE WITH CONSTRUCTION MANAGER UNISTRUT FOR SPEAKERS, TYP. REFER TO 8/A210 UNISTRUT FOR STRIP LIGHTS MOUNTED TO FELT BAFFLE SUSPENDED GRID - SEE 10/A210 - TYP. UNISTRUT FOR TRACK LIGHTING - SEE 2/A211- GC TO COORDINATE LOCATIONS IN THE FIELD HVAC DUCT PLAN 1/4" = 1'-0" NICAL DRAWINGS DM BOX BELOW STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954)927-2690 F (954)367-3494 Stefano De Luca Florida Registered Architect AR0014815 \ Of F 4 0 y/ 5,�� o /jam; %c R0014815 Mi�inii00������ r If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. �P 0 �. 3 � +/ CA N G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM M 00 N UJ M M =Li- O O � >- m J J LU n"LJJ Q cc N V }- O � IIZ N 1p W � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET L� Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: BAFFLE CEILING PLAN & UNISTRUT PLAN FELT BAFFLE PLAN 1/4" =1'-0" UNISTRUT LAYOUT 1/4" = V-0" A202 - I I I - ill 1 - __ 'I -- L—"L- _ 1J- 1 WALL SUBSTRATE, REFER TO 711 WALL TYPES SUSPENSION HARDWARE WALL FINISH, _ Z AND T-BAR BY G.C., REFER REFER TO ~ 3 o TO SPECIFICATIONS PRIMARY CABLE SUPPORT, FINISH PLAN = 1" LU 0 / LOOP OVER UNISTRUT N v1 / O .. ... ...... ..... .... .. ... ° ° .....- .. ............ ................ ... ... .. -.. ......-.... ......... .. METAL STUDS J rn -METAL ROOF DECK o LIGHT FIXTURE, o ,� BEAM CLAMP REFER TO o �� - ELECTRICAL = M UNISTRUT CHANNEL (P3000-KO, DRAWINGS " LU SOFFIT SUSPENSION FITTING / °° 12GA., P.G.) - MOUNT W/KO LIGHT COVE . SUPPLIED BY MAXXIT, TYP. OPENING FACING DOWN. INSTALL ` MODULE REFER - � LL � � �,, CHANNEL LEVEL FOR PROPER \ TO SPECS FELT BAFFLE SUPPLIED 1' -oil MOUNTING OF JUNCTION BOX BY MAXXIT, TYP. ` \ AND LIGHT FIXTURE. �� LAY -IN CEILING LIGHT COVE DETAIL TYP. 2 1/4" TYP. �� 11 SECONDARY CABLE SUPPORT, A21 = 3" 1'-0" TYPICAL SIDE VIEW LOOP OVER UNISTRUT \ UNISTRUT COVER (P3184PG) BAFFLE SECTION - UP TO 95 EXISTING BAR JOIST ��� . _ O O_ _ _ O_ O O_ O _ O _ O o UNISTRUT P3000, 12GA., P.G. A SUSPENSION HARDWARE GRIPPLE \ 77 LIGHT FIXTURE, REFER TO ELECTRICAL 5% 30�° AND T-BAR BY G.C., REFER 4' 0" 5% 30% AUDIO SPEAKER, BY TENANT DRAWINGS AND DETAIL 13/A210. TO SPECIFICATIONS MOUNT TO B.O. GRID SYSTEM AND OL B.O. SPEAKER CENTER BETWEEN METAL BLADES \ VARIES .�.... �... e . �..� - ° ..°....... ° ° ° •••°••~•••••°•••••°••••°•••••--°• ••°• � �- NOTE: IF SPEAKER IS NOT FELT BAFFLE `o DIRECTLY ABOVE METALWORKS BLADES, m °O SPEAKER SHOULD BE MOUNTED AT B.O. OF TOP FELT BAFFLE SUPPLIED CHORD OF JOIST. B.O. BY MAXXIT, TYP. SPEAKER TO BE 42" ABOVE T.O. METAL BLADES ASSEMBLY V, B.O. FELT CEILING SYSTEM TYPICAL END VIEW (MAX.), REFER TO A701 EQ EQ REFER TO A701 B.O. FELT BAFFLE REFER TO A701 SUSPENDED LIGHT @ FELT BLADE FELT BLADE LAYOUT SUSPENDED SPEAKER DETAIL 10 9 8 A21 3" = V-0" A21 11/2" = V-0" A21 11/2" = V-0" O OL B.O. CEILING TILE 10'-0" AFF �- DOUBLE NUT EDGE OF WALL, TYP. WASHER 3/4" EMT CONDUIT (3/4" IMC IF HOLD EXPOSED CONDUIT WITHING 1-1/2" OF ROOF DECK) / CLOSE TO DECK CEILING PENETRATION; 3/4" EMT CONDUIT CONNECTOR HOLD AS CLOSE AS EXISTING POSSIBLE TO WALL; / STEEL JOIST UNISTRUT P2540A WIRING NUT REFER TO PLUMBING FRP UNISTRUT P3184PG DRAWINGS WIRE WAY COVER INSTALL LAY -IN /- 5/16" THREADED ROD Z/P @ 4'-0" CEILING TILE GRID AS P3280EG ENDCAP, TYP. /' CLOSE AS POSSIBLE TO O.C. MAX -� + 1-1/2" X 1-1/2" WHITE \ \� CEILING PENETRATION PVC OUTSIDE CORNER P3000-KO, 12GA., P.G. / ROUTE ELECTRICAL LAY -IN CEILING TILE, TYP. \ + GUARD CAULK AT EDGES + CONDUCTORS THROUGH SQUARE OR OCTAGON J-BOX ; UNISTRUT, CLOSE WITH LAY -IN CEILING GRID h B.O. GYP. BD. CEILING AS REQUIRED BY FIXTURE / SNAP ON WIRE WAY COVER v �� ± 9 -0 AFF (COORDINATE WITH FIXTURE % TEE, TYP. GYP. BD. CEILING j MANUFACTURER) REFER TO A210 i WALL BEYOND HANGER CONNECTION @ JOIST KITCHEN CEILING TRANSITION UNISTRUT MOUNTING DETAIL LAY -IN CEILING PENETRATION - PLAN DETAIL 7 6 5 4 A21 6" = V-0" A21 3" = V-0" A21 11/2" = V-0" A21 3/4" = 1'-0" RUN HARDWIRE CONNECTION 2-1/2" LONG SCREW /- TO J-BOX IN CEILING, NO - - - - - EXPOSED WIRING N PROVIDE PLYWOOD BLOCKING LIGHT FIXTURE, REFER TO ¢ GYP. BOARD CEILING EDGE OF WALL, TYP. - 3/4" PLYWOOD BLOCKING AT 18" WIDE, CENTERED ELECTRICAL M DRAWINGS \ HARDWIRE BOX -21/8" 2' - 7" 1" 2'- 7" 1" 2' - 7" 1" 2' - 7" 1" T - 81/2" 1" T - 81/2" 10" PANEL PANEL PANEL PANEL PANEL PANEL iLEAST ABOVE MENU BOARD / #8 X 1" PAN HEAD 3 5/8" 2-1/2" x 3" BENT 2" 1' -11/2" 1' -11/2" 5" V -11/2" 1' -11/2" 5"" 1' -11/2" V- 11/2" 5" 1' -11/2" 1' -1 1/2" 5" 1' 11/2" V- 11/2" 1' 11/2" 5" 1' -11/2" 1' -11/2" 1' -11/2" 2" METAL SCREWS, MENU MALE/FEMALE / ALUM. PAINT SCREW HEAD MUST LIGHT, SEE GYPSUM BOARD CEILING CONNECTOR "MOONLIT SNOW" BE LESS THAN 3/8" 2/A210 FOR \- BY MILLWORK DIAMETER, TYP. MOUNTING #9 ROUND HEAD WOOD SCREW SUPPLIER DETAIL (VERIFY). SCREW HEAD MUST BE LESS THAN 3/8" DIAMETER. 1" MIN. PROVIDE PLYWOOD 2 1/2" LONG SCREW MENU BOARD PANELS NOTE: EMBEDMENT INTO BLOCKING. BLOCKING AND ALUMINUM CEILING REFER TO 1/A210 FOR DETAIL. EXTRUSION BY ASSEMBLY MENU BOARD PANELS AND LIGHT FIXTURE, REFER TENANT'S MENU MAY VARY ;— TO ELECTRICAL � 3 ` 2 BOARD SUPPLIER PER PROJECT. ALUMINUM EXTRUSION BY DRAWINGS \ GYP. BD. CEILING A210 A210 TENANT'S MENU BOARD SUPPLIER M 18 -5 LENGTH OF MENU 1' 4" 2-1/2" X 3" BENT. ALUM., \ BOARD LIGHTS TO ORDERING KITCHEN PAINT "MOONLIT SNOW" HARDWARE BOX BE CENTERED ON BY MILLWORK SUPPLIER BEYOND THE LENGTH OF THE MENU BOARD MENU BOARD DETAIL MENU BOARD / ACCENT LIGHT DETAILS MENU - SCREW PATTERN PLAN 3 2 1 A21 3" = V-0" A21 1 1/2" = 1'-0" A210 3/4" = V-0" STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 0unIII I I II I III////�� F pF4 rc 0 PNp p16. e 0014815 �,� '4 E Di i i i ipl� If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 0 c-� Q LLn M 00 V) J W M J J M L=— = m J z = J CL _J = N0 ILO F— R* CL �LU N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SOL Project No. SDLA1927 DATE: 10.14.20 Contents: CEILING DETAILS A210 Lon UNISTRUT COVER (P3184PG) UNISTRUT CHANNEL (P3000KC MOUNT W/KO OPENING FACII DOWN. INSTALL CHANNEL LE' FOR PROPER MOUNTING OF JUNCTION BOX AND LIGHT FIX POWER FEED (MC CABLE) FRO HARDWIRE BOX TO UPPER UNISTRUT OR JUNCTION BOX RUN NEATLY AND HELD TIGHT TO A VERTICAL SUPPORT. LIGHT FIXTURE HARDWIRE BOX 6" CONNECTING CABLE UNISTRUT "- - - - SHALL BE THE SAME LENGTH AS LIGHT FIXTURES ,L ROOF DECK UL111VI CLAMP EXISTING BAR JOIST HEAVY DUTY CROSS TEE FOR FELT BLADES UNISTRUT (P3000-KO, 12GA., - - - - - - - - - P.G.) W/OPEN SIDE UP, ATTACH TO PRELUDE MAIN BEAMS 1'-0" OUTLINE OF FELT BLADES /I ' AND MAIN TEES BEHIND LIGHT FIXTURE LIGHT FIXTURE RETAINING CLIP, SECURE TO BOTTOM OF UNISTRUT BEAM CLAMP UNISTRUT END CAP(P3280EG) - UNISTRUT COVER (P3184PG) UNISTRUT CHANNEL (P3000-KO, 12GA., P.G.) - MOUNT W/KO OPENINGS FACING DOWN. INSTALL CHANNEL LEVEL FOR PROPER MOUNTING OF JUNCTION BOX AND LIGHT FIXTURE. EXISTING ROOF JOIST B.O. EXISTING DECK VARIES AFF EMT CONDUIT TO NEAREST PERIMETER WALL UNISTRUT WIRING NUT (P2540A) J. BOX - SURFACE - MOUNT TO UNISTRUT- PAINT TO MATCH DECK DITION @ EXPOSED DECK TRACK LIGHT FIXTURE - INSTALL PER MANUF. INSTRUCTIONS B.O. TRACK 144" AFF LAMP - REFER TO ELEC. DRAWINGS WHERE LIGHT FIXTURE IS TO BE INSTALLED ON GYP. BD. CLG. RECESS 1-BOX & INSTALL FIXTURE MOUNTING PLATE DIRECTLY ONTO GYP. BD. B.O. GYP. BD. SEE SHEET A201 JUNCTION BOX CONDITION @ GYP. BD. CEILING 1�_1►�i[�I�_1W� UNISTRUT END CAP(P3280EG) - UNISTRUT COVER (P3184PG) UNISTRUT CHANNEL (P3000-KO, 12GA., P.G.) - MOUNT W/KO OPENINGS FACING DOWN. INSTALL CHANNEL LEVEL FOR PROPER MOUNTING OF JUNCTION BOX AND LIGHT FIXTURE. EXISTING ROOF JOIST 0, B.O. EXISTING DECK _ VARIES EMT CONDUIT TO NEAREST PERIMETER WALL UNISTRUT WIRING NUT (P2540A) J. BOX - SURFACE - MOUNT TO UNISTRUT- PAINT TO MATCH DECK ITION @ EXPOSED DECK PENDANT CHORD - SHORTEN OR LENGTHEN AS NEEDED PENDANT LIGHT FIXTURE - INSTALL PER MANUF. INSTRUCTIONS LAMP - REFER TO ELEC. DRAWINGS B.O. LIGHT FIXTURE J REFER TO RCP STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954)927-2690 F (954)367-3494 Stefano De Luca Florida Registered Architect AR0014815 00 D e CO �9 \ = I = ,V6 c A 0014815 RED 1,111i M111,000 00 If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM < Ln 0000 J W M l0 J J J M =) U_ = O O ?- Co J J J W � Q Lij N � O _ -zj- QL (n 1p W � N Issue Record: 10.14.20 BID SET 01.20.21 PERMITSET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: LIGHTING DETAILS SUSPENDED STRIP LIGHT CONNECTION DETAIL @ FELT BLADE 3" = V-0" TRACKLIGHT 3" = V-0" PENDANT LIGHT 3" = V-0" A211 LEASE LINE BUILDING SIGN BY OTHERS UNDER SEPARATE PERMIT - STANDARD 1']rr Tmr t- ') CtAr%tAm rnn nrrrnrhio-r !`rkl'rrn 1w1 rn A/ r AC 3� VVLJ I / RLmn LA 1 LmVR LLLVM I IV111 3/1611= 1'-011 TOP OF PARAPET 24'-8"AFF TOP OF PARAPET 21'-0"AFF EXISTII TOP OF STOREFRONT 10'-0"AFF OL TOP OF STOREFRONT "' 7'-0"AFF FINISHED FLOOR 0'-0"AFF BUILDING SIGN BY OTHERS UNDER SEPARATE PERMIT - CUSTOM �nrr wwrr�wl 1 I11w1 rl Ir.0 lwl rr�n nrrrnrwlr•r rrwlrrn ul rnwi^r wr UVWlx - 1\LI LI\ 1 V -Vvi J 1.+1 i- v--' ..11 11, . v ---. GENERAL NOTES THIS SHEET FOR EXTERIOR SIGNAGE LOCATIONS, TSV AND INSTALLED BY TSV. GC TO MAKE 'VATIONS FROM THE LANDLORD. SOWN WERE RECEIVED FROM THE 4BER 2019. SHOULD NOT AFFECT STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954)927-2690 F (954)367-3494 Stefano De Luca Florida Registered Architect AR0014815 0AAA1M II110 1111, OF F4 ,C� — — 1p �'�% Of p,NO De lG�9 �\ C, � AR0014815 11A, FRED RG If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. v � 3 � +�cA N G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q Ln M 00 J w M LO J J J m J Z r J J J = (= N V >- O V) t`p W � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET , Revisions: 1 10.27.20 BA-1 Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: EXTERIOR ELEVATIONS EAST/FRONT EXTERIOR ELEVATION 3/1611 = 11-01' A301 suitant: 1 �,A402) I I I I I I I I I I I I I I I I I I BUILDING SECTION - TRANSVERSE 1/4" =1'-0" TOP OF PARAPET 24' - 8" A.F.F. AFF TOP OF STOREFRONT T - 0" A.F.F. AFF FINISHED FLOOR 0'- 0" A.F.F. AFF TOP OF PARAPET 21' - 0" A.F.F. AFF FINISHED FLOOR 0'- 0" A.F.F. AFF TOP OF PARAPET 24' - 8" A.F.F. AFF TOP OF STOREFRONT 10' - 0" A.F.F. AFF FINISHED FLOOR 0'- 0" A.F.F. AFF STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 P F 0' , R PNO De z 0 i c 0014815 �RFp AR If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q Ln M 0000 J W M l0 J J J M L.L = O O Co cn J Z = J J cC N (D >- O F— d' CL W � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: BUILDING SECTIONS BUILDING SECTION - LONGITUDINAL 1/411 = 11-011 A400 - I I 1 J_I111FIi1 L Cx,, KEYNOTES TOP OF PARAPET 24'-8"AFF TOP OF STOREFRONT T-0"AFF FINISHED FLOOR 0'-0"AFF TOP OF PARAPET 24'-8"AFF TOP OF STOREFRONT 10'-0"AFF FINISHED FLOOR 0'-0"AFF NOTE: EVERY KEYNOTE MAY NOT BE USED ON EACH SECTION 1. EXISTING 3/4" STUCCO FINISH ON 8" CMU EXTERIOR WALL 2. 1/2" EXPANSION JOINT MATERIAL 3. EXISTING METAL CANOPY 4. ALL EXTERIOR FINISHES ARE EXISTING. THE G.C. SHALL PATCH/REPAIR/REPLACE ANY FINISHES AFFECTED BY WORK UNDER THIS PERMIT TO MAKE THEM INDISTINGUISHABLE FROM THE ADJACENT SURFACES. 5. EXISTING SIDEWALK - G.C. SHALL FIELD VERIFY THAT THE SIDEWALKS ARE LEVEL AND FLUSH WITH THE TOP OF SLAB AT ALL DOOR LOCATIONS, AND THAT ALL THRESHOLDS DO NOT EXCEED 1/2" IN HEIGHT. IMMEDIATELY NOTIFY THE CHIPOTLE CONSTRUCTION MANAGER IF NOT. 6. EXISTING STOREFRONT SYSTEM & DOORS 7. EXISTING BUILT-UP ROOF ON RIGID INSULATION (R-19) ON METAL DECK ON STEEL JOISTS- G.C. SHALL CONTRACT WITH THE LANDLORD'S ROOFER FOR ANY ROOF REPAIR, FLASHING AND ALL NEW PENETRATIONS, AS WELL AS ANY OTHER NEW ROOFING WORK. SEE COVER SHEET FOR ROOFER'S CONTACT INFORMATION. 8. EXISTING 6" CONCRETE RIBBON SLAB 9. EXISTING 2-HOUR FIRE RATED DEMISING PARTITION WITH SOUND BATT INSULATION. IF ANY PENETRATIONS ARE REQUIRED, THE G.C. SHALL FIRE CAULK PER THE DETAILS ON A810. GC SHALL INSURE THAT THE EXISTING DEMISING PARTITION IS FULLY FIRE CAULKED ALONG ITS ENTIRE PERIMETER AND THAT THERE ARE NO UNPROTECTED PENETRATIONS ANYWHERE. IF ANY ARE FOUND, IMMEDIATELY NOTIFY THE CHIPOTLE CONSTRUCTION MANAGER. 10. EXISTING CONDUIT AND PULL STRING FROM THE BUILDING SIGN LOCATION INTO THE CHIPOTLE PREMISES. G.C. SHALL FIELD VERIFY AND PROVIDE IF NOT PRESENT. RUN NEW CONDUIT AND CONDUCTORS BACK TO THE CHIPOTLE PANEL. PROVIDE A BLANK COVER PLATE IF A JUNCTION BOX IS REQUIRED AT ANY DINING ROOM WALLS -SEE ELECTRICAL DRAWINGS FOR COVER PLATE FINISH. 11. EXISTING STEEL JOIST 12. NEW MECHANICAL DUCTWORK, REFER TO SHEET A202 AND MECHANICAL DRAWINGS 13. EXISTING STEEL BEAM 14. NEW WALL FINISHES (SEE A120, A701 & A702) ON NEW SHEATHING (SEE A110 & A501 FOR TYPES) ON NEW 20 GAUGE GALVANIZED METAL FRAMING @ 16" O.C. MAX (SEE A110 FOR SIZES). PROVIDE LATERAL BRACING AT ALL PARTITIONS AS NOTED ON SHEET A501. EXTEND FRAMING A MIN. 4" ABOVE SCHEDULED CEILINGS (FULL HEIGHT IN THE DINING AREAS, AT THE OFFICE, AND ALL EXTERIOR WALLS). 15. AT ALL EXTERIOR WALLS, G.C. SHALL SUPPLY AND INSTALL MULTI -LAYER REFLECTIVE INSULATION TO THE INSIDE FACE OF METAL FRAMING MEMBERS, FROM TOP OF SLAB TO UNDERSIDE OF THE ROOF DECK. INSULATION SHALL BE "VR PLUS SHIELD HI -PERM" AS MANUFACTURED BY FI-FOIL COMPANY (800-448-3401). INSULATION SHALL BE TAPE TAB TYPE FOR APPLICATION ON METAL FRAMING AND SHALL BE INSTALLED ON ALL EXTERIOR WALLS. INSTALL PER SPECIFICATION SECTION 07210 AND PER ALL MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS (SEE 3/A405). 16. CONTINUOUS CORNER BEAD - TYPICAL AT ALL OUTSIDE GWB CORNERS 17. NEW CEILING - SEE SHEET A201 FOR TYPE AND HEIGHT 18. NEW LIGHT FIXTURE - SEE A201 AND THE ELECTRICAL DRAWINGS 19. BUILDING SIGN BY OTHERS UNDER SEPARATE PERMIT. THE G.C. SHALL VERIFY EXISTING CONDITIONS AND COORDINATE WITH TSV AND SHALL SUPPLY AND INSTALL ANY JUNCTION BOXES, CONDUIT AND CONDUCTORS AS REQUIRED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS, CONDUIT & CONDUCTORS AS REQUIRED AND SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS. THE G.C. SHALL SUPERVISE THE SIGN VENDOR TO AVOID UNDUE DAMAGE TO THE EXISTING EXTERIOR FINISHES AND SHALL INSURE THAT ANY FINISHES DISTURBED BY THE SIGN INSTALLATION ARE RESTORED TO AN UNDISTURBED APPEARANCE. 20. NEW CONCRETE FLOOR SLAB ON VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED SOIL (SEE NOTES ON SHEET A101). SEE STRUCTURAL DRAWINGS FOR CONCRETE SPECIFICATIONS, REINFORCING AND CONTROL JOINT LOCATIONS. 21. NEW SURFACE MOUNTED WALK -OFF MAT - SEE DETAIL 21/A801 22. EPDXY DOWEL INTO EXISTING CONCRETE SLAB - SEE STRUCTURAL DRAWINGS 23. NEW FELT BAFFLE CEILING SYSTEM -SEE SPECIFICATIONS AND SHEET A203 24. NEW LIGHTED EXIT SIGN SUSPENDED WITH RIGID METAL CONDUIT 25. EXISTING HEAVY DUTY CONCRETE DRIVE 26. EXISTING CONCRETE CURB 27. EXISTING STOREFRONT SYSTEM WITH SPANDREL GLAZING - GC TO FIELD VERIFY 28. EXISTING IMPACT RATED BI-PARTING WINDOW 29. ALUMINUM PLATE TRIM AROUND WINDOW OPENING - SEE DETAIL 12 & 13/A802. NOTE: SILL PLATE TO BE ADHESIVELY ADHERED - NO SCREW HOLES 30. THRU-BEAM SENSOR TO ACTIVATE BYPASS WINDOW - GC SHALL FIELD VERIFY THAT IT WAS SUPPLIED BY THE LANDLORD WITH THE WINDOW - NOTIFY THE CHIPOTLE CONSTRUCTION MANAGER IMMEDIATELY IF NOT PRESENT. GC SHALL INCLUDE A LINE ITEM COST IN HIS BID TO PROVIDE THE THRU-BEAM SENSOR. 31. EXISTING AIR CURTAIN - G.C. SHALL FIELD VERIFY IF PRESENT - IMMEDIATELY NOTIFY THE CHIPOTLE CONSTRUCTION MANAGER IF NOT. 32. EXISTING WALL FOOTING (-1'-4" BFF) 33. SPEAKER SUSPENDED FROM UNISTRUT (TYP OF 6) - SPEAKERS SHALL BE MOUNTED 6" ABOVE THE TOP OF THE BLADE ASSEMBLY - SEE 8/A210 AND SHEET A202 34. CEILING ACCESS PANEL - 24" X 24" BY ACUDOR, UNIVERSAL FLUSH, ED-2002, COLOR: WHITE - FRAME OPENING PER MANUFACTURER'S RECOMMENDATIONS STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 co \ ; c A 0014815 A, If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM � CI' Q Ln 0000 J W M M � J J J M Z) V- O = O m J J _J LLI LU Q N � O 10 _ �p LU N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: WALL SECTIONS WALL SECTION @ KITCHEN WEST EXTERIOR WALL 3/4" =1'-0" n WALL SECTION @DINING EAST EXTERIOR WALL 3/4" = 1'-0" A401 1 ! II I11! TOP OF PARAPET 21'-0"AFF FINISHED FLOOR 0'-0"AFF �. DRIVE LANE -0'-6" BFF \X\ KEYNOTES NOTE: EVERY KEYNOTE MAY NOT BE USED ON EACH SECTION 1. EXISTING 3/4" STUCCO FINISH ON 8" CMU EXTERIOR WALL 2. 1/2" EXPANSION JOINT MATERIAL 3. EXISTING METAL CANOPY 4. ALL EXTERIOR FINISHES ARE EXISTING. THE G.C. SHALL PATCH/REPAIR/REPLACE ANY FINISHES AFFECTED BY WORK UNDER THIS PERMIT TO MAKE THEM INDISTINGUISHABLE FROM THE ADJACENT SURFACES. 5. EXISTING SIDEWALK - G.C. SHALL FIELD VERIFY THAT THE SIDEWALKS ARE LEVEL AND FLUSH WITH THE TOP OF SLAB AT ALL DOOR LOCATIONS, AND THAT ALL THRESHOLDS DO NOT EXCEED 1/2" IN HEIGHT. IMMEDIATELY NOTIFY THE CHIPOTLE CONSTRUCTION MANAGER IF NOT. 6. EXISTING STOREFRONT SYSTEM & DOORS 7. EXISTING BUILT-UP ROOF ON RIGID INSULATION (R-19) ON METAL DECK ON STEEL JOISTS- G.C. SHALL CONTRACT WITH THE LANDLORD'S ROOFER FOR ANY ROOF REPAIR, FLASHING AND ALL NEW PENETRATIONS, AS WELL AS ANY OTHER NEW ROOFING WORK. SEE COVER SHEET FOR ROOFER'S CONTACT INFORMATION. 8. EXISTING 6" CONCRETE RIBBON SLAB 9. EXISTING 2-HOUR FIRE RATED DEMISING PARTITION WITH SOUND BATT INSULATION. IF ANY PENETRATIONS ARE REQUIRED, THE G.C. SHALL FIRE CAULK PER THE DETAILS ON A810. GC SHALL INSURE THAT THE EXISTING DEMISING PARTITION IS FULLY FIRE CAULKED ALONG ITS ENTIRE PERIMETER AND THAT THERE ARE NO UNPROTECTED PENETRATIONS ANYWHERE. IF ANY ARE FOUND, IMMEDIATELY NOTIFY THE CHIPOTLE CONSTRUCTION MANAGER. 10. EXISTING CONDUIT AND PULL STRING FROM THE BUILDING SIGN LOCATION INTO THE CHIPOTLE PREMISES. G.C. SHALL FIELD VERIFY AND PROVIDE IF NOT PRESENT. RUN NEW CONDUIT AND CONDUCTORS BACK TO THE CHIPOTLE PANEL. PROVIDE A BLANK COVER PLATE IF A JUNCTION BOX IS REQUIRED AT ANY DINING ROOM WALLS -SEE ELECTRICAL DRAWINGS FOR COVER PLATE FINISH. 11. EXISTING STEEL JOIST 12. NEW MECHANICAL DUCTWORK, REFER TO SHEET A202 AND MECHANICAL DRAWINGS 13. EXISTING STEEL BEAM 14. NEW WALL FINISHES (SEE A120, A701 & A702) ON NEW SHEATHING (SEE A110 & A501 FOR TYPES) ON NEW 20 GAUGE GALVANIZED METAL FRAMING @ 16" O.C. MAX (SEE A110 FOR SIZES). PROVIDE LATERAL BRACING AT ALL PARTITIONS AS NOTED ON SHEET A501. EXTEND FRAMING A MIN. 4" ABOVE SCHEDULED CEILINGS (FULL HEIGHT IN THE DINING AREAS, AT THE OFFICE, AND ALL EXTERIOR WALLS). 15. AT ALL EXTERIOR WALLS, G.C. SHALL SUPPLY AND INSTALL MULTI -LAYER REFLECTIVE INSULATION TO THE INSIDE FACE OF METAL FRAMING MEMBERS, FROM TOP OF SLAB TO UNDERSIDE OF THE ROOF DECK. INSULATION SHALL BE "VR PLUS SHIELD HI -PERM" AS MANUFACTURED BY FI-FOIL COMPANY (800-448-3401). INSULATION SHALL BE TAPE TAB TYPE FOR APPLICATION ON METAL FRAMING AND SHALL BE INSTALLED ON ALL EXTERIOR WALLS. INSTALL PER SPECIFICATION SECTION 07210 AND PER ALL MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS (SEE 3/A405). 16. CONTINUOUS CORNER BEAD - TYPICAL AT ALL OUTSIDE GWB CORNERS 17. NEW CEILING - SEE SHEET A201 FOR TYPE AND HEIGHT 18. NEW LIGHT FIXTURE - SEE A201 AND THE ELECTRICAL DRAWINGS 19. BUILDING SIGN BY OTHERS UNDER SEPARATE PERMIT. THE G.C. SHALL VERIFY EXISTING CONDITIONS AND COORDINATE WITH TSV AND SHALL SUPPLY AND INSTALL ANY JUNCTION BOXES, CONDUIT AND CONDUCTORS AS REQUIRED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS, CONDUIT & CONDUCTORS AS REQUIRED AND SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS. THE G.C. SHALL SUPERVISE THE SIGN VENDOR TO AVOID UNDUE DAMAGE TO THE EXISTING EXTERIOR FINISHES AND SHALL INSURE THAT ANY FINISHES DISTURBED BY THE SIGN INSTALLATION ARE RESTORED TO AN UNDISTURBED APPEARANCE. 20. NEW CONCRETE FLOOR SLAB ON VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED SOIL (SEE NOTES ON SHEET A101). SEE STRUCTURAL DRAWINGS FOR CONCRETE SPECIFICATIONS, REINFORCING AND CONTROL JOINT LOCATIONS. 21. NEW SURFACE MOUNTED WALK -OFF MAT - SEE DETAIL 21/A801 22. EPDXY DOWEL INTO EXISTING CONCRETE SLAB - SEE STRUCTURAL DRAWINGS 23. NEW FELT BAFFLE CEILING SYSTEM - SEE SPECIFICATIONS AND SHEET A203 24. NEW LIGHTED EXIT SIGN SUSPENDED WITH RIGID METAL CONDUIT 25. EXISTING HEAVY DUTY CONCRETE DRIVE 26. EXISTING CONCRETE CURB 27. EXISTING STOREFRONT SYSTEM WITH SPANDREL GLAZING - GC TO FIELD VERIFY 28. EXISTING IMPACT RATED BI-PARTING WINDOW 29. ALUMINUM PLATE TRIM AROUND WINDOW OPENING - SEE DETAIL 12 & 13/A802. NOTE: SILL PLATE TO BE ADHESIVELY ADHERED - NO SCREW HOLES 30. THRU-BEAM SENSOR TO ACTIVATE BYPASS WINDOW - GC SHALL FIELD VERIFY THAT IT WAS SUPPLIED BY THE LANDLORD WITH THE WINDOW - NOTIFY THE CHIPOTLE CONSTRUCTION MANAGER IMMEDIATELY IF NOT PRESENT. GC SHALL INCLUDE A LINE ITEM COST IN HIS BID TO PROVIDE THE THRU-BEAM SENSOR. 31. EXISTING AIR CURTAIN - G.C. SHALL FIELD VERIFY IF PRESENT - IMMEDIATELY NOTIFY THE CHIPOTLE CONSTRUCTION MANAGER IF NOT. 32. EXISTING WALL FOOTING (-1'-4" BFF) 33. SPEAKER SUSPENDED FROM UNISTRUT (TYP OF 6) - SPEAKERS SHALL BE MOUNTED 6" ABOVE THE TOP OF THE BLADE ASSEMBLY - SEE 8/A210 AND SHEET A202 34. CEILING ACCESS PANEL - 24" X 24" BY ACUDOR, UNIVERSAL FLUSH, ED-2002, COLOR: WHITE - FRAME OPENING PER MANUFACTURER'S RECOMMENDATIONS STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 or \\ PA���PNO DGo � c 00,4815 P. 'c R@D A If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. V 3 V -I'/ C A N G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM a L.Iti 00 cn W M M (.0 J _J J M Z) V- = In J z = J .� J = N 0 O I- qj, a N 1,0 Lu � N Issue Record: 10.14.20 BID SET 01.20.21 PERMITSET CONSTRUCTION SET Revisions: 1 01.11.21 FURNITURE CORRECTION Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: WALL SECTIONS WALL SECTION @ PICKUP WINDOW 3/4" =1'-0" WALL SECTION DINING NORTH TENANT SEPARATION WALL 3/4" =1'-0" A402 1/2" SELF + TAPPING + + CEILING SCREWS FRP ON 5/8" PLYWOOD J SHEATHING ON 3 5/8" 20 GA. METAL FRAMING @ 16" O.C. - ALIGN FACE OF SHEATHING WITH FACE OF COOLER FRP EDGE TRIM MOULDING COOLER CEILING PANEL COOLER WALL PANEL NOTE: THIS DETAIL TO BE USED IF THE WALK IN COOLER IS LESS THAN 10'-0" TALL - G.C. TO FIELD VERIFY FRP CLOSURE aQ CEILING ABOVE COOLER 1 1/2" =1'-0" ROOF DECK FLUTES RUNNING PERPENDICULAR TO WALL — 3" x 3" LIGHT GAUGE METAL ANGLE - FASTEN UNDER WALL SHEATHING WHERE DECK FLUTES ARE PERPENDICULAR ONLY CONTINUOUS CAULK 5/8" GYPSUM WALLBOARD ON METAL STUDS - SEE FLOOR PLAN I y FOR STUD SIZE AND PAINT PER !. FINISH PLAN I EXISTING DEMISING PARTITION OR WALL ANGLE AT ROOF DECK 3" =1'-0" — EXISTING EXTERIOR WALL (CONSTRUCTION TYPE MAY VARY) i i NEW 20 GA. METAL FRAMING AT 16" O.C. MAX FULL HEIGHT OF EXTERIOR WALL (SEE SHEET A110 FOR FRAMING SIZE - VARIES IN DIFFERENT LOCATIONS) — — — — — — — — — ----- HORIZONTAL BRACING AS 4' � I REQUIRED PER SHEET A501 I I 1 1 I I VR PLUS SHIELD HI -PERM MULTILAYER REFLECTIVE INSULATION, TAPE TAB TYPE, ADHESIVELY ADHERED TO THE INTERIOR FACE OF ALL FRAMING MEMBERS AT ANY EXTERIOR WALL (R-7.0). INSTALL AND SEAL ALL JOINTS AND PENETRATIONS PER j MANUFACTURER'S INSTALLATION INSTRUCTIONS. L 5/8" SHEATHING FASTENED TO THE FRAMING - SHEATHING TYPE VARIES IN DIFFERENT LOCATIONS - SEE SHEET A110 FI-FOIL INSULATION INSTALLATION DTL. (EXPLODED VIEW) HOLD SUBSTRATE AND FRAMING 3 1/2" MIN. BELOW THE TOP OF THE FINISH SPALTED MAPLE PANEL T.O. BOX (SPALTED MAPLE) 10'-6"AFF _ ++ ++ PLYWOOD SHEATHING ! + + + + SPALTED MAPLE PLYWOOD BY MILLWORK PROVIDER ++ B.O. STONEWOOD SOFFIT + + 9' - 3 1/4" AFF OPP. r i 12 ;N B.O. STONEWOOD SOFFIT 8' - 3 1/4" AFF SCREW HEADS ARE TO BE FLUSH WITH PANEL FACES. INSTALLED 1 1/4" FROM EDGE OF PANEL IN ALL DIRECTIONS, TYP. REFER TO SPECIFICATIONS LIGHT FIXTURE, TYP. LIGHT FIXTURE, TYP. STONEWOOD PANELS BY MILLWORK PROVIDER STONEWOOD PANELS BY MILLWORK PROVIDER DINING STONEWOOD REVEAL SODA SYSTEM DISPENSER AND ICE MACHINE BLACK RUBBER BASE —3 5/8" 1' -15/8" DETAIL SECTION UTENSIL COUNTER + 1'-2" FRAMING PLYWOOD SHEATHING OL T.O. BOX (SPALTED MAPLE) 10'-6"AFF SPALTED MAPLE PLYWOOD BY MILLWORK PROVIDER NAILER TO BE SET FOR COUNTERSUNK HEAD APPROXIMATELY 1/8" ON THE FACE. USE 18 GA FINISH NAILS RANDOMLY PLACED BUT NOT GREATER THAN 16-18' APART, TYP. REFER TO SPECIFICATIONS OL B.O. STONEWOOD SOFFIT 8' - 3 1/4" AFF SCREW HEADS ARE TO BE FLUSH WITH PANEL FACES. INSTALLED 1 1/4" FROM EDGE OF PANEL IN ALL DIRECTIONS, TYP. REFER TO SPECIFICATIONS STONEWOOD PANELS BY MILLWORK PROVIDER 3 5/8" 3 5/8" OPP. 12� a --I 41/2" 3 5/8" + +++ + ++ I + + 1'-33/8" FRAMING DINING M � � bo M �1/2" 7 STONEWOOD REVEAL STONEWOOD PANELS BY MILLWORK PROVIDER — BLACK RUBBER BASE TYP. MOPUS SECTION N M HOLD SUBSTRATE AND / FRAMING 1/2" MIN. BELOW THE TOP OF THE FINISH SPALTED MAPLE PANEL 8 OPP. FRAMING [V 0 N STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 0 P Ft 0 D CR PN i`._ 0014815 A�G�\\\ ED If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. �Por v � � v +j c A N G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 00 M = Q w 0 li LM M O UJ O Ln N J Q � wo � _ _ W � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET i rtevisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: DETAIL SECTIONS A405 1 1/2" = 1'-0" A40 1" =1'-0" 1" =1'-0" ! - i t - -- - 11 BIZ 11"FIF WALL TYPES NOTE: ALL CONCEALED GENERAL NOTES WOOD TO BE F RT RATED REFER TO FINISH SCHEDULE AND CERAMIC TILE WALL FINISHES KEY PLAN ON SHEET A120 FOR WALL FINISHES, REFER TO FLOOR PLAN 1. G.C. SHALL PROVIDE SOLID BLKG. IN WALLS AS NEEDED ON A110 FOR METAL STUD SIZE. STUD SCHEDULE & NOTES 2. REFER TO A110 FOR ALL STUD SIZES 3. REFER TO A120 FOR ALL WALL FINISHES SIZE/TYPE !W/O HUNG SHELVING W/ HUNG SHELVING 362S125-18 UP TO 12'-0" 362S137-33 UP TO 16'-0" UP TO 12'-0" 60OS137-33 UP TO 22'-0" UP TO 16'-0" 60OS162-43 UP TO 26-0" UP TO 22'-0" METAL ROOF DECK 1. ALL HEIGHTS REFER TO UN -BRACED HEIGHTS. STEEL CHANNEL 2. ALL HEIGHTS BASED ON 16" O.C. SPACING. DEFLECTION TRACK METAL STUD ANGLE BRACING FASTENED TO STEEL DECK METAL STUD ANGLE BRACING3. @ 48'O.C. - EXTEND TO DECK BOTTOM TRACK TO BE SAME GAUGE STUD. @ 48 O.C. - EXTEND TO DECK STEEL TOP TRACK (ONE GAUGE I, WHERE NO CLG. IS INDICATED WHERE NO CLG. IS INDICATED ON 4. TOP RA K TO BE ONE GAUGE HIGHER. NOTES HIGHER THAN METAL STUDS) � I CLG. � ON RCP, OR AT OFFICE �- RCP, OR AT \OFFICE WALLS, TO DECK EXTEND STUDS AND SHEATHINGPARTITION SEE RCP WALLS, EXTEND STUDS AND SEE RCP METAL STUDS @ 16" O.C. SHEATHING TO DECK ON ON EXPOSED SIDE(S) OF WALL 1. ALL METAL STUDS TO CONFORM TO LOCAL BUILDING CODES. (SEE METAL STUD SCHEDULE EXPOSED SIDES) OF WALL 2. ALL STUD WALLS AND PARTITIONS REQUIRE GYP. BOARD ON BOTH SIDES FOR THE FULL HEIGHT OF THE STUDS UNLESS FOR SIZE AND GAUGE) KITCHEN SIDE SPECIFICALLY DETAILED OTHERWISE. 5/8" PLYWOOD EACH SIDE 3. ALL SUSPENDED WALLS SHALL HAVE GYP. BOARD WHICH EXTENDS 4" ABOVE THE SUSPENDED CEILING UNLESS SHOWN AND/OR AV METAL STUDS @ 16" O.C. 5/8" PLYWOOD NOTED OTHERWISE BY THE ARCHITECT. 4. FIRE RETARDANT PLYWOOD MAY SUBSTITUTE FOR GYP. BOARD WHERE SO DIRECTED BY THE ARCHITECT. DEFLECTION TRACK DETAIL a@ PARTITION METAL STUDS @ 16" O.C. 3 ASO 6" = V-0" 5/8" CEMENTITIOUS BACKER � 5/8" CEMENTITIOUS BACKER 5. ALL STUD WALLS AND PARTITIONS SHALL HAVE CONTINUOUS LINES OF BRIDGING SPACED AT 4'-0" MAXIMUM ON CENTER. THE FLOOR BD. EACH SIDE TO 1-4 AFF FLOOR -4 AFF �— BD. TO 1 BRIDGING SHALL BE SECURELY FASTENED TO THE STUDS WITH EITHER SCREWS OR WELDS. REFER TO DETAILS THIS SHEET. 6. ALL STUDS SHALL BE "CEE" STUDS WITH FLANGE STIFFENERS. INTERIOR PARTITION INTERIOR PARTITION 7. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS. WHERE THE STUD MANUFACTURER'S W1 W1a RECOMMENDATIONS OR LOCAL ORDINANCES ARE MORE RESTRICTIVE, THEY SHALL APPLY. 8. TYPICAL FASTENER: A. STEEL STUDS TO STEEL STUDS OR TRACKS: — METAL ROOF DECK METAL STUD ANGLE BRACING — WHERE NO CLG. IS INDICATED 6 20 GAUGE - #8 - 18 X 1/2" TEKS WITH PHILIPS PAN HEAD -MIN. 2 PER CONNECTION / — TYPICAL TEK SCREWS @ 48 O.C. - EXTEND TO DECK ON RCP EXTEND STUDS AND • 18/16 GAUGE - #10 - 16 X 3/4" TEKS WITH PHILIPS PAN HEAD - MIN. 3 PER CONNECTION WHERE NO CLG. IS INDICATED SHEATHING TO 1/2" BELOW B. STEEL STUDS OR TRACKS TO WOOD PURLINS, GIRDERS AND BEAMS: \ i LINE OF LOWER DECK FLUTE ON RCP EXTEND STUDS AND CLG. TOP OF BOX, REFER TO A210 • #14 -10 X 1-1/2" H.W.H. TYPE "S" METAL -TO -WOOD TEKS AT 12" O.C., 2" FROM EACH END - — — — — — — — — — — —— — — — — - — —— — SHEATHING TO DECK ON SEE RCP—U— FOR BOX HEIGHT C. STEEL STUDS OR TRACKS TO STRUCTURAL STEEL (TUBE/WIDE FLANGE COLS, BM'S, GIRDER'S, ETC.) j7- EXPOSED SIDE(S) OF WALL • 0.145" DIA. HILTI X-EDNI FASTENERS, 5/8" MIN, LENGTH AND MIN. OF 2 PER CONNECTION, OR 2 ROWS AT 16" O.C. FOR CONTINUOUS APPLICATIONS SUCH AS TRACKS, U.N.O. z 5/8" DENSSHIELD 5/8" D. PLYWOOD TO STEEL STUDS: PLYWOOD #10 - 24 X 1-1/4" TEKS/3 (PLYMETALTEKS) WITH THIN WAFER HEAD- 24" O.C. FILED, 12" O.C. PERIMETER KITCHEN E. GYPSUM BOARD TO STEEL STUDS: \. SIDE • #7 X 1-1/4" HI -LOW TYPE "S" BUGLE HEAD SCREWS FOR 3/8" TO 5/8" GYPSUM BOARD TO 25 GAUGE OR 20 GAUGE — CONT. 16 GA. METAL TRACK FASTENED TO METAL DECK METAL STUDS @ 16" O.C. METAL STUDS @ 16" O.C. STUDS #6 X 1-1/4" TYPE S-12 BUGLE HEAD SCREWS FOR 3/8" TO 5/8" TO 18 GAUGE OR 16 GAUGE STUDS OR TRACKS ABOVE WITH TWO #1016- 5/8" CEMENTITIOUS FLOOR FLOOR FIELD - 12" O.C. CEILINGS, 24" O.C. WALLS TEK AT EACH STUD BACKER TO 16" AFF • BUTT JOINTS 12" O.C. FASTENING POINT. FASTEN INTERIOR PARTITION INTERIOR PARTITION F. STEEL STUDS OR TRACKS TO CONCRETE: INTO LOWER FLUTE ONLY Mal �� 0.145 DIA. HILTI X-DNI FASTENER, 1 MIN. LENGTH, 2 ROWS AT 16 O.C. W4 METAL STUDS AT 24" O.C. HUNG FROM METAL TRACK WHERE NO CLG. IS INDICATED METAL STUD ANGLE BRACING METAL STUD ANGLE BRACING MTL. STUD ANGLE BRACING ABOVE WITH #10-16 TEK ON RCP EXTEND STUDS AND @ 48" O.C. - EXTEND TO DECK @ 48" O.C. - EXTEND TO DECK @ 48" O.C. - EXTEND TO DECK SCREWS BOTH SIDES. SHEATHING TO 1/2" BELOW s WHERE NO CLG. IS INDICATED ( WHERE NO CLG. IS INDICATED 'j` WHERE NO CLG. IS INDICATED —` TOP OF BOX, REFER TO A210 ! ON RCP EXTEND STUDS AND _ ON RCP OR AT OFFICE WALLS ON RCP EXTEND STUDS AND FOR BOX HEIGHT SHEATHING TO DECK ON CLG. v EXTEND STUDS AND, CLG-RCSHEATHING TO DECK ON EXPOSED SIDE(S) OF WALL SEE RCP SHEATHING TO DECK ON SEE RCP EXPOSED SIDE(S) OF WALL PERPENDICULAR TO ROOF DECK SPAN EXPOSED SIDE(S) OF WALL PROVIDE SOUND ATTENUATION 5/8" GYP. BD. 5/8" BATT INSUL. WHERE REQ'D, SEE 5/8" DENSSHIELD PLYWOOD FLOOR PLAN FOR LOCATIONS KITCHEN 5/8" PLYWOOD W TILE \— METAL ROOF DECK METAL STUDS @ 16" O.C. SIDE KITCHEN SIDE W/ FRP TYPICAL TEK SCREWS T�. LINE OF LOWER METAL STUDS @ 16" O.C. ;� 5/8" GYP. BD. (PROVIDE METAL STUDS @ 16" O.C. 5/8" PLYWOOD TO 51 1/2" AFF DECK FLUTE FLOOR FLOOR MOISTURE RESISTANT GYP. FLOOR Adi� 5/8" CEMENTITIOUS BACKER FLOOR METAL STUDS @ 16" O.C. BD. ON RESTROOM SIDE.) EACH SIDE TO 16" AFF INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION — — — — —o W4a W5a W7 W10a X METAL STUD ANGLE BRACING _T CONT. 16 GA. METAL - TRACK FASTENED TO g \ @ 48" O.C. - EXTEND TO DECK �— WHERE NO CLG. IS INDICATED METAL STUD ANGLE BRACING ) ON RCP EXTEND STUDS AND @ 48" O.C. - EXTEND TO DECK METAL DECK ABOVE WITH (2) NESTED 16 GA. 1 WHERE NO CLG. IS INDICATED SHEATHING TO 1/2" BELOW TWO #10-16 TEK AT EACH METAL TRACKS ON RCP EXTEND STUDS AND TOP OF BOX, REFER TO A210 24 GAUGE GALVANIZED END STUD FASTENING FASTENED TOGETHER CLG. SHEATHING TO DECK ON ,� FOR BOX HEIGHT METAL, EXTEND PAST CLG. EXTEND STUDS TO DECK POINT. FASTEN INTO i i WITH (2) #10-16 TEK SEE RCP EXPOSED SIDE(S) OF WALL EDGE OF HOOD 18" IN SEE RCp LOWER FLUTE ONLY. SCREWS BOTH SIDES PROVIDE SOUND ATTENUATION - A CLG• v ALL DIRECTIONS I AND FASTENED TO ROOF 5/8„ DENSSHIELD J , BATT INSUL. WHERE REQ'D, SEE SEE RCP DECK WITH (4) #10-16 FLOOR PLAN FOR LOCATIONS METAL STUDS AT 24" I TEK SCREWS AT LOWER KITCHEN SIDE 5/8" CEMENTITIOUS 5/8" PLYWOOD COOKLINE METAL STUDS @ 16" O.C. O.C. HUNG FROM I DECK FLUTE ONLY, SET BACKER TO 16" AFF SIDE HOOD METAL TRACK ABOVE @ 36"O.C. MAX. / 5/811 METAL STUDS @ 16 O.C. WITH #10-16 TEK I METAL STUDS @ 16 O.C. PLYWOOD METAL STUDS @ 16" O.C. SCREWS BOTH SIDES. 5/8" GYP. BD. (PROVIDE FLOOR FLOOR MOISTURE RESISTANT GYP. FLOOR 5/8" CEMENTITIOUS BACKER FLOOR BD. ON RESTROOM SIDE.) 10 INTERIOR PARTITION ERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION SOFFIT HANGING DETAIL W22a W24T.INIW26a W31 A50 3" = V-0" 3CLG, EXTEND STUDS TO DECK SEE RCP METAL STUDS @ 16" O.C. �. FLOOR 3 W INTERIOR PARTITION 31° J W31 11ti FRAMING LATERAL BRACING, x SCREWS CR 1-1/2" X 16 GA., (TYP. OF 4) 0 GALVANIZED O C5 2" X 2", 16 GA. CLIP ANGLE 1/4" LESS THAN STUD WIDTH GALVANIZED METAL STUD FIRST LEVEL START AT 4'-O"ABOVE FLOOR LATERAL BRACING DETAIL @ PARTITION 1 A50 NOT TO SCALE STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954)927-2690 F (954)367-3494 Stefano De Luca Florida Registered Architect AR0014815 00,\, 111I!IIIIIIllll/// 0P F40 00 De c A 0014815 FRE0 paC If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. �P0 Vr '� 3 � V +/ c q N G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q Oro cn J w M M J J ". 0 V) �- w N Q 17 0 _ l0 LU N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: ARCHITECTURAL WALL TYPES A501 DOOR SCHEDULE TAG ROOM DOOR STATUS * FRAME 'STATUS DOOR DESCRIPTION 'DOOR WIDTH HEIGHT THICKNESS DOOR TDOOR TYPE DOOR FINISH FRAME FRAME TYPE !MATERIAL STILE HARDWARE SET HARDWARE FIRE STATUS* RATING 1 MAIN ENTRY EXISTING I DOUBLE STOREFRONT (MEDIUM STILE, NON -OFFSET, PANIC) 6'- 011 6 - 10 0'- 1 3/4 A SEE A301 STOREFRONT ALUM iALUM MEDIUM (4) MEDIUM (4") 1A EXISTING '�,2A EXISTING _ 2 PATIO [EXISTING SINGLE STOREFRONT (MEDIUM STILE, NON -OFFSET, PANIC) 3'- 0" 6' - 10" _ 0' - 1 3/4" A SEE A301 ,STOREFROT N_ 3 KITCHEN EXISTING SINGLE STOREFRONT (MEDIUM STILE, NON -OFFSET, PANIC) 3'- 6" 6'- 10" 0' - 1 3/4" A SEE A301STOREFRONT ALUM MEDIUM ) 3 EXISTING 4 KITCHEN NEW MANAGER'S OFFICE T - 0" 7'- 0" 0' - 1 3/4" C D1 (SEE A120) 1 H.M. ;- 4 NEW 5 DINING 6 PASSAGE NEW j NEW MENS RESTROOM (SINGLE -OCCUPANT, STANDARD) WOMENS RESTROOM (SINGLE -OCCUPANT, STANDARD) 3'- 0" 3'- 0" 7'- 0" 7'- 0" 0'- 1 3/4" 0'- 1 3/4" B B D1 (SEE A120) D1 (SEE A120) 1 1 H.M. - H.M. - �6 NEW 15 NEW 7 COOLER - - INSULATED COOLER DOOR 3' - 0" 6' - 6 - IGALVALUME - - - - NEW REMARK NOTES REMARKS 1. DOORS WITH REMARK #1 TO BE KEYED THE SAME 2. EXIT INDICATOR ARRIVES WITH SIGNS STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" AND "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED". VERIFY REQUIRED SIGN WORDING WITH LOCAL JURISDICTION PRIOR TO INSTALLATION. ONE SIGN IS �TO BE PLACED IN A VISIBLE LOCATION ABOVE THE DOORS. 1,2,4,5,6 1,3,4,5,6 1,3,4,5,6 - -- -- 3. THERE IS TO BE NO EXTERIOR HOLE OR CYLINDER 4. USE NON -SHRINK STRUCTURAL GROUT BED UNDER THRESHOLD 5. BLACK DOOR SWEEP TO BE USED WITH CHARCOAL, BLACK OR BRONZE STOREFRONT. LIGHT GRAY DOOR SWEEP TO BE USED WITH CLEAR ANODIZED ALUMINUM STOREFRONT 7 6. IF STATUS IS "EXISTING" G.0 TO DETERMINE CONDITION OF EXISTING HADWARE. IF HARDWARE IS IN POOR CONDITION, PROVIDE HARDWARE IN HARDWARE SCHEDULE. CONFIRM REPLACEMENT WITH CHIPOTLE CM. 7. THE COOLER DOOR AND ALL OF IT'S HARDWARE IS SUPPLIED BY THE COOLER MANUFACTURER HARDWARE SETS I EXISTING DOOR NOTES SET 1A - MAIN ENTRY - PAIR - EXISTING (2 SETS) HINGE EXISTING PER THE PRODUCT APPROVAL (2) MORTISE CYLINDER EXISTING - GC TO VERIFY COMPATIBLE WITH SCHLAGE, MODEL 80-103 (2) TEMP CORE SCHLAGE, MODEL 80-035 INTERCHANGEABLE CORE, (BRUSHED CHROME) (2) EXIT DEVICE CVR EXIT DEVICE PER THE PRODUCT APPROVAL - GC TO FIELD VERIFY (2) PULL HARDWARE EXISTING EXTERIOR OFFSET PULL - GC TO FIELD VERIFY (2) CLOSER EXISTING PER THE PRODUCT APPROVAL (2) DOOR STOP IVES, MODEL FS18S (ALUMINUM) - COORDINATE WITH THE CHIPOTLE C.M. (2) OVERHEAD STOP GLYNN-JOHNSON, MODEL 454S-US32D (ALUMINUM) (1) THRESHOLD EXISTING PER THE PRODUCT APPROVAL - GC TO FIELD VERIFY HEIGHT DOES NOT EXCEED 1/2" (2) DOOR SWEEP PEMKO, MODEL SFSC-200-36 (36" DOOR), LIGHT GRAY, OWNER FURNISHED SET 2A - PASSAGE - SINGLE - EXISTING (1 SET) HINGE EXISTING PER THE PRODUCT APPROVAL (1) MORTISE CYLINDER EXISTING - GC TO VERIFY COMPATIBLE WITH SCHLAGE, MODEL 80-103 (1) TEMP CORE SCHLAGE, MODEL 80-035 INTERCHANGEABLE CORE, BRUSHED CHROME (1) EXIT DEVICE CVR EXIT DEVICE PER THE PRODUCT APPROVAL - GC TO FIELD VERIFY (1) PULL HARDWARE EXISTING EXTERIOR OFFSET PULL - GC TO FIELD VERIFY (1) CLOSER EXISTING PER THE PRODUCT APPROVAL (1) DOOR STOP IVES MODEL FS18S ALUMINUM - COORDINATE WITH THE CHIPOTLE C.M. (1) OVERHEAD STOP GLYNN-JOHNSON MODEL 454S-US32D ALUMINUM (1) THRESHOLD EXISTING PER THE PRODUCT APPROVAL - GC TO FIELD VERIFY HEIGHT DOES NOT EXCEED 1 2" (1) DOOR SWEEP PEMKO MODEL SFSC-200-36 36" DOOR LIGHT GRAY OWNER FURNISHED SET 3 - REAR KITCHEN - SINGLE - EXISTING (1 SET) HINGE EXISTING PER THE PRODUCT APPROVAL (1) MORTISE CYLINDER EXISTING - GC TO VERIFY COMPATIBLE WITH SCHLAGE, MODEL 80-103 (1) TEMP CORE SCHLAGE, MODEL 80-035 INTERCHANGEABLE CORE, BRUSHED CHROME (1) EXIT DEVICE CVR EXIT DEVICE PER THE PRODUCT APPROVAL - GC TO FIELD VERIFY (1) PULL HARDWARE EXISTING EXTERIOR OFFSET PULL - GC TO FIELD VERIFY (1) CLOSER EXISTING PER THE PRODUCT APPROVAL (1) DOOR STOP IVES MODEL FS18S ALUMINUM - COORDINATE WITH THE CHIPOTLE C.M. (1) OVERHEAD STOP GLYNN-JOHNSON MODEL 454S-US32D ALUMINUM (1) THRESHOLD EXISTING PER THE PRODUCT APPROVAL - GC TO FIELD VERIFY HEIGHT DOES NOT EXCEED 1 2" (1) DOOR SWEEP PEMKO MODEL SFSC-200-42 42" DOOR LIGHT GRAY OWNER FURNISHED (1) EXIT ALARM TRINE MODEL 206-3 (1) DOOR BELL TRINE MODEL 240 SET 4 - MANAGER'S OFFICE (3) HINGE STANLEY, MODEL FBB179-4.5-US26 (06-8438) (1) LOCKSET SCHLAGE, MODEL L9453L-06A-626 (1) TEMP CORE SCHLAGE, MODEL 80-035 INTERCHANGEABLE CORE (FINISH: BRUSHED CHROME) (1) KICKPLATE HIAWATHA, MODEL KP834-32D (1) DOOR STOP DON-JO, MODEL 1407-630, STAINLESS STEEL (3) DOOR SILENCERS IVES, MODEL SR64 (1) SECURITY WINDOW AIR LOUVERS, MODEL VSL1212TEMPPAK SLIMLINE 12" X 12" X 1/4" LITE KIT (10" X 10" GLASS VISIBLE) SET 5 - WOMENS RESTROOM - SINGLE OCCUPANT - STANDARD (3) HINGE STANLEY, MODEL FBB179-4.5-US26 (06-8438) (1) CLOSER FALCON, MODEL: SC61xRW/PAxALU (1) LOCKSET SCHLAGE, MODEL AL40S-NEP-626 (1) DOOR STOP DON-JO, 1407-630 (COORDINATE WITH CHIPOTLE C.M.) (3) DOOR SILENCERS IVES, MODEL SR64 (2) KICKPLATE HIAWATHA, MODEL KP834-32D (1) COAT HOOK MILLS, MODEL FT6519, SUPPLIED BY WASHROOM ACCESSORIES VENDOR, MOUNT T.O. HOOK AT 47 1/2" AFF SET 6 - MENS RESTROOM - SINGLE OCCUPANT - STANDARD (3) HINGE STANLEY, MODEL FBB179-4.5-US26 (06-8438) (1) CLOSER FALCON, MODEL: SC61xRW/PAxALU (1) LOCKSET SCHLAGE, MODEL AL40S-NEP-626 (1) DOOR STOP DON-10, 1407-630 (COORDINATE WITH CHIPOTLE C.M.) (3) DOOR SILENCERS IVES, MODEL SR64 (2) KICKPLATE HIAWATHA, MODEL KP834-32D (1) COAT HOOK MILLS, MODEL FT6519, SUPPLIED BY WASHROOM ACCESSORIES VENDOR, MOUNT T.O. HOOK AT 47 1/2" AFF 1. DOOR #1, MAIN ENTRY DOORS, ARE REQUIRED BY CODE TO HAVE EXIT DEVICES. THE DOORS REMAIN UNLOCKED DURING BUSINESS HOURS AND HAVE EXIT DEVICES, SO ARE ALWAYS AVAILABLE FOR EGRESS. 2. DOOR #2 IS THE REQUIRED SECONDARY MEANS OF EGRESS, AND IS REQUIRED BY CODE TO HAVE AN EXIT DEVICE. THIS DOOR REMAINS UNLOCKED DURING BUSINESS HOURS BUT HAS AN EXIT DEVICE, SO IS ALWAYS AVAILABLE FOR EGRESS. 3. DOOR #3 IS THE KITCHEN SERVICE DOOR, AND IS LOCKED DURING BUSINESS HOURS. THIS DOOR IS NOT A REQUIRED MEANS OF EGRESS AND SERVES ONLY THE CHIPOTLE COOKING / KITCHEN / OFFICE AREAS. THE DOOR HAS AN EXIT DEVICE, SO IS ALWAYS AVAILABLE TO EMPLOYEES FOR EGRESS. DOOR NOTES 1. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 2. LATCHES, HANDLES, PANIC BARS AND ALL DOOR HARDWARE WILL COMPLY WITH SECTION 7.2 OF NFPA 101 PER THE SPECIFICATIONS. 3. THE MANAGER HAS A KEY TO UNLOCK RESTROOM DOORS, FROM THE OUTSIDE IN CASE OF AN EMERGENCY. 4. 'ALL DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS. 5. SEE THIS SHEET FOR EXTERIOR DOOR SIGNAGE INFO. 6. MAXIMUM EFFORT TO OPERATE EXTERIOR OR INTERIOR DOORS WITH CLOSERS SHALL NOT EXCEED 5 POUNDS. THIS MAY BE INCREASED TO 15 POUNDS FOR FIRE -RATED DOORS. 7. ALL FRAMES, DOORS AND HARDWARE TO BE FURNISHED BY TENANT HARDWARE SUPPLIER AND INSTALLED BY TENANT G.C. CALL PETE KLIMEK WITH TWIN CITY HARDWARE AT 763-535-4660 TO ARRANGE DELIVERY. STOREFRONT DOORS ARE TO BE PROVIDED BY G.C., STOREFRONT HARDWARE PROVIDED BY TENANT HARDWARE �SUPPLIER. 8. THE BOTTOM 10 INCHES OF ALL DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 9. ALL SUPPORT SIGNAGE PROVIDED BY TENANT'S SUPPORT SIGNAGE SUPPLIER. 10. ALL SUPPORT SIGNAGE INSTALLED BY G.C. 11. ALL HARDWARE SHALL MATCH STOREFRONT, VERIFY WITH ARCHITECT PRIOR TO ORDERING DOOR FRAMES 2 RE: DOOR SCHED —2" O NOTE: GC TO VERIFY THE WALL THICKNESS PRIOR TO ORDERING DOOR FRAMES. DOOR TYPES RE: DOOR SCHED -- TYPICAL EXTERIOR DOOR TYPES 12" PEPPER DIS, HIGH PERFORM VINYL COLOR: '1 HOURS OF OPEI 1.125" FONT: G MEDIUM COLO (CONFIRM ACT( WITH CHIPOTLE ORDERING GRA CATEGORY II TE SAFETY GLASS STOREFRONT D FRAMES LOGO IN i ONCE, CAST VHITE' - ;ATION )TRAM I: 'WHITE' IAL HOURS PRIOR TO )HICS) - EQ EQ EQ EQ N — 1 1 :OOAM - 1 O:OOPM DA�LY OPERED - _ — N )ORS & 12" PEPPER DISC LOGO Il� HIGH PERFORMANCE CA! VINYLCOLOR:'WHITE' - SERVICE ENTRANCE 1.125" FONT: GOTHAM MEDIUM COLOR: 'WHITE' CATAGORYII TEMPERED SAFETY GLASS MAIN/SINGLE ENTRY DOOR JtKVIt-t UUUK DOOR CLOSER STOREFRONT �X'-X" RE: DOOR SCHED RE: DOOR SCHED INSTALL CLOSER ONTO HEAD JAMB ��� EQ X"EQ 10" AS SHOWN - INSTALL W/ OPTIONAL RE: DOOR SCHED 1. �� '� i � - _* BACK PLATE WHERE HEAD JAMB DIMENSION IS LESS THAN 3" w w w w J J \ J J CLEAR o LU � 1/4 w INSULATED, CLEAR o v TEMPERED= TEMPERED SAFETY" % o 1'' o GLASS o o DOOR CLOSER GLASS � � 'I '� � � -410 KICK PLATES _ _ LN KICK PLATES WHEREWHERE I - - J -�k -- SCHEDULED SCHEDULED DOOR - REFER TO SCHEDULE 5,8„ O O UNDERCUT TOP JAMB MOUNT INSTALLATION. (NOTE THAT BACKPLATE IS MISSING IN THIS INSTALLATION ALUMINUM DOOR W/ HOLLOW INSULATED HOLLOW INSULATED HOLLOW BECAUSE HEAD JAMB IS OF ADEQUATE HEIGHT TO RECEIVE ALL MOUNTING SCREWS WITHOUT IT.) TEMPERED GLAZING METAL DOOR METAL DOOR METAL DOOR WHEN IN DOUBT ABOUT THE HEAD JAMB DIMENSION OR STABILITY, ORDER THE BACKPLATE. fnncultant STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 OF F4 00 D e __ �p �5 2( C 0014815,E RC If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. Vr ,� C 3 � V +j CA N G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 0 r-I Q Ln M 0000 J W M (.0J J J m Ll = 0 0 J J LU Q N O F- ul t�o UJ r­. IV Issue Record: 10.14.20 _ _ BID SET_ 01.20.21 PERMIT SET CONSTRUCTION SET 1 Revisions: Drawn: Checked: ARL SDL Project No. S DLA1927 DATE: 10.14.20 Contents: DOOR & HARDWARE SCHEDULE A601 I I I I I 1 11 _1 _ 1• 1 I I N, 111 111 1Iq III II EXISTING STRUCTURE & ROOF DECK TC HVAC DUCTWORK - COORDINATE SPEAKER - TYP. - SEE A202 AND INT. ELEV. @ MENS RESTROOM EXTERIOR 1/411= V-0" EXISTING STRUCT"nr o "r,r,r nrr lr Tr, nrAAAIAI I IAInAI\ITrl1 0 0 INT. ELEV. @ DINING SOUTH 1/41'= 11-011 LI%1A1` nI I,-T\AIr%nV r`r%r%nr\IAIATC %A/ITLI AACr UAA11rAI IIDA%AIIAIr^C i�D z Q9 z J v cn v 0 2 0 m M B (D Z V v 0 0 m EXISTING STRUCTURE & ROOF INT. ELEV. @ WOMENS RESTROOM EXTERIOR 1/411= V-0" INT. ELEV. @ DINING WEST 1/41' = V-011 EXISTING STRUCTURE & ROOF rrr I, T/1 nr""AIAI 1 IAInAlAlTrr SPEAKER - TYP. - SEE A202 AND HVAC DUCTWORK - COORDINATE CVIfTIAir` c-rm IrTI Inc o. r)nr%r NCrV Tr% DEAAAM I IAInAIAITC/1 IIllAr rU1r`TAl^nlr nrrrn T^A9A' A-M"A—IIALI—AI nnA-11.lr`r ELEVATION LEGEND ---------; DENOTES WOOD BLOCKING IN WALL BEHIND WALL It - - MOUNTED OBJECT U.N.O. GENERAL NOTES 1. REFER TO SHEET A131 AND A132 FOR EQUIPMENT LIST AND FURNITURE SCHEDULE. 2. REFER TO A120 FOR FINISH SCHEDULE. 3. REFER TO A201 AND ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE. STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 q� — —COOP J ro 9 1 � � � 1•t5.21 1 � __ �eOO14815 to BRED A� ,n 11I11HW AAAv If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. �por 3 -.4 +j C A N C'� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 00 lD M 0 z QC 0 F- V) ID � Q Lr) M J W M J J J 7) I.L = 0 CO LU l� _ rp w � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: 1 01.11.21 FURNITURE CORRECTION Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: ELEVATIONS - INTERIOR DINING INT. ELEV. @ DINING NORTH 1/4" = V-011 INT. ELEV. @ DINING EAST 1/411 = 11-01I A701 i GENERAL NOTES 1. REFER TO SHEET A131 FOR EQUIPMENT LIST AND FURNITURE SCHEDULE. 2. PROVIDE FULL HEIGHT BLOCKING IN WALL FOR ALL SHELVING, TYP. 3. REFER TO A120 FOR FINISH SCHEDULE 4. REFER TO A201 AND ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE. ELEVATION LEGEND DENOTES WOOD BLOCKING IN WALL BEHIND WALL MOUNTED OBJECT U.N.O. INT. ELEV. @ MOP SINK WATER FILTER - REFER TO P 1 1/2" S.S. CORNER ELECTRICAL PANELS - REFER 1 1/2" S.S. CORNER GUARD - TYP. GUARD - TYP. @ ALL FRP TO ELECTRICAL DRAWINGS �\ / j \ @ ALL FRP OUTSIDE CORNERS OUTSIDE CORNERS 8A 0. ��0l z w o : 0 62B, o m \ � S. SPLASH B2 B2 � DECIMET S.S. CORNER - TYP. @ DECIMET S.S. CORNER - TYP. @ ALL Q.T. BASE OUTSIDE CORNERS \ ALL Q.T. BASE OUTSIDE CORNERS \G.C. SHALL APPLY "3M FASARA GLASS FINISH - LUNA 9" TO THE STOREFRONT & STOREFRONT DOOR ON THE INTERIOR SIDE OF STOREFRONT LOCATIONS INDICATED - FILM TO BE PROVIDED AND INSTALLED BY THE G.C. 11 INT. ELEV. @ ELECTRICAL PANELS BACK BAC K WALL INT. ELEV. @ DISH WASHING 1/4" = 1'-0" A�7 1/4" = 1'-0" A� 70Y 1/4" = 1'-0" 1 1/2" S.S. CORNER GUARD - TYP. @ ALL FRP OUTSIDE CORNERS ALL Q.T. BASE OUTSIDE CORNERS INT ELEV. @ BAG -IN -BOX WATER FILTER - 0 'z W o U 37. U 00 0 0 P� ' cc S.S. SHROUD n ALUM. PLATE TRIM - REFER TO 9/A802 P6 B2 DECIMET S.S. CORNER - j TYP. @ ALL Q.T. BASE OUTSIDE CORNERS INT. ELEV. @ WALK-IN COOLER 1 1/2" S.S. CORNER 1 1/2" S.S. CORNER GUARD - TYP. @ ALL FRP / GUARD - TYP. @ ALL FRP OUTSIDE CORNERS OUTSIDE CORNERS 33 > ............. 16A J P71 ::. z W U o U 0 0 2 0 0 m 6 ALUM. PLATE TRIM - _ REFER TO 9/A5C DECIMET S.S. CORNER - TYP. @ ALL Q.T. BASE —d OUTSIDE CORNERS INT. ELEV. @ICE MACHINE 1/4" =1'-0" A70 1/4" = 1'-0" A70 1/4" = 1'-0" U' z J W U v 0 2 0 0 m INT. ELEV. a� ISLAND PREP TABLES ALUM. PLATE TRIM - REFER TO 9/A802 16B DECIMET S.S. CORNER - TYP. @ ALL Q.T. BASE OUTSIDE CORNERS INT. ELEV. lad PREP SINK P5 r----------------------------------------------- JOT—; (1!, z OPEN - - _ "' s� 10 S 23 0 -- �J - o O �r j� - - - - _4 70 G 4 0 m 7-1 17�_ 1 { 1 1' ? INT. ELEV. @'D COOKLI N E 1/4" = 1'-0" A70 1/4" =1'-0" A� O 1/4" =1'4" EXISTING AIR CURTAIN - GC SHALL VERIFY THAT IT WAS Z PPLIED BY THE LANDLORD WITH THE BYPASS WINDOW - Z P8 ,32D w Ld 5C Cn o LL H F Q, o 2 0 0 �T T m I INI IHI B2 20 MONITOR, INSTALLED BY TENANT'S VENDOR 40 D ALUM. PLATE TRIM @ JAMB, SILL, AND HEADER AT OPENING, REFER TO 12 & 13/A802 F::�THRU-BEAM SENSOR TO ACTIVATE BYPASS WINDOW - GC SHALL FIELD VERIFY THAT IT WAS SUPPLIED BY THE LANDLORD WITH THE WINDOW ALUM. PLATE TRIM @ JAMB, rlll AAIn III. nrn AT l'l l'1rA11A1/^ ALUM. PLATE TRIM - REFER TO 9/A802 DECIMET S.S. CORNER - TYP. @ ALL Q.T. BASE OUTSIDE CORNERS z z J J W W c.� U UCn o 0 a, 0 0 0 0 m m 31 DA S.S. SHROUD TO CONCEAL REFRIGERANT LINES 11 1 1/2" S.S. CORNER GUARD - TYP. @ ALL FRP OUTSIDE CORNERS DECIMET S.S. CORNER - TYP. @ ALL Q.T. BASE OUTSIDE CORNERS P6 0 z w 0 0 0 00 0 0 32A 16B o O 14 �D44 7.4o 2. I � I 82 DECIMET S.S. CORNER - 1 1/2" S.S. CORNER TYP. @ ALL Q.T. BASE GUARD - TYP. @ ALL FRP OUTSIDE CORNERS OUTSIDE CORNERS CHIME/STROBE - REFER TO ELECTRICAL DRAWINGS P5 32D 3 ; OPEN 703 ; 23A 5C 1 a 11 o "— 10.1 Twft 71 -- e a 6 n I 10 ^ 56 ) 4.3 43 67 I 3 3 4C 62 / B2 ALUM. PLATE TRIM - ALUM. SODA CHASE, REFER TO TO FLOOR LEVEL @ THIS A801 FOR DETAILS LOCATION ONLY / NO BASE ALUM. PLATE TRIM @ JAMB, SILL, AND HEADER AT OPENING, REFER TO 12 & 13/A802 STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 OF p 0 `\ COP��PNO De Z�c9\ A 0014815 `fr - - R E 0 p�G If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. �p0� V 0 3 � v +j c A H G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 0 r_1 = 91-r Q L1') M 00 N w M J � J M Li.. � m J J J L U �' Q N � O _ t'o W � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: 1 01.05.21 DB-7-2020 2 01.11.21 FURNITURE CORRECTION Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: ELEVATIONS - INTERIOR KITCHEN INT. ELEV. o� CHIPOTLANE WINDOW 1/4" = 1'-0" INT. ELEV. @ 2ND MAKE LINE 1/4" = 1'-0" INT. ELEV. & SERVELINE 1/4" =1'-0" A702 glI "1NIC BUTTON, CONFIRM )CATION WITH CHIPOTLE )NSTRUCTION MANAGER JP DISPENSER SUPPLIED VD INSTALLED BY :LFIELD, MOUNT :NTERED LEFT TO RIGHT THIS COMPARTMENT tOVIDE CLEARANCE )R CASH DRAWER DTE: REFER TO .ECTRICAL SHEETS FOR )S OUTLET LOCATIONS kSH DROP BOXES TYP. ELEV - POS 3/4" WHITE MEL. SHELVES WITH 16" STANDARDS AND 36" BRACKETS, SECURE OFFICE SHELVING THROUGH STUD WITH 2 1/2" WOOD SCREWS PROVIDE BLOCKING BEHIND ALL SHELVING, SEE SHEET A110 GENERAL NOTES (1) UNDERCOUNTER WIRE SHELVES FOR DSL EQUIPMENT BY TENANT 15" MONITOR AND SERVER INSTALLED BY TENANT NOTE: REFER TO ELECTRICAL SHEETS FOR POS OUTLET LOCATIONS WALL BASE, REFER TO A120 -, N N J _ N v N CV TYP ELEV - OFFICE SHELVING B.O. CEILING TILE REFER TO A201 STEREO: HI/FI RECEIVER BY TENANT COLOR LCD SECURITY MONITOR BY TENANT W/ VMP LCD-1 MOUNTING ARM SAFE PRINTER/FAX/COPIER PROVIDED BY TENANT — 1 1/2" PLAN COUNTERTOP WITH WHITE METAL BRACKETS NOTE: COUNTERTOP AND SHELVING PROVIDED BY TEM, INSTALLED BY G.C. 2 DRAWER LOCKABLE FILE CABINET BY TENANT *THIS DETAIL IS FOR HANDSINK ACCESSORY DIMENSIONS ONLY. FOR ACTUAL ORIENTATION OF HAND SINK AND ACCESSORIES, REFER TO KITCHEN ELEVATIONS WALL FINISH VARIES, REFER TO A120 PROVIDE BLOCKING BEHIND HAND r-- -- --- ----------- SINK AND ASSOCIATED OBJECTS PAPER TOWEL DISPENSER 7" WHEN SHEATHING IS NOT PLYWOOD, REFER TO ELEVATIONS ON THIS SHEET TANK SOAP DISPENSER FOR EXACT LOCATIONS I HYGIENE DISPENSER ;Q NOTE: REFER TO SHEET G002 FOR ALL HAND SINK, INSTALL TWO (2) REQUIRED ACCESSIBLE MOUNTING SCREWS WITH FINISH GROMMETS HEIGHTS. CONTACT ARCHITECT x INTO BACKSPLASH. SCREWS TO BE IMMEDIATELY WITH ANY L-------------------) 1/4" x 3 1/2" STAINLESS STEEL LAG DISCREPANCIES 1 2 L o BOLT WITH OVAL HEAD AND ,ram 11 STAINLESS STEEL TRIM WASHER. N PROVIDE BLOCKING AS REQUIRED AT EACH SCREW LOCATION SANITARY BUCKET- ALIGN OUTER EDGE OF BUCKET WITH OUTER EDGE OF PAPER TOWEL DISPENSER & MOUNT BOTTOM OF BRACKET AS SHOWN - ONE BUCKET AT EACH HAND SINK TYP ELEV - HAND SINK STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 OF F 4 C' 'P 00 De l6 24 0014815 If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q In 00 L W M M m L.L O = 0 CO J J J W L LLJ Q N 0 O to _ H N w N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: ELEVATIONS - INTERIOR TYPICAL 3/4" =1'-0" 1/2" = 1'-0" 1/2" = 1'-0" A703 RESTROOM ACCESSORY SCHEDULE GENERAL NOTES PROVIDED INSTALLED UTILITY 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTES. ITEM # DESCRIPTION I MANUF MODEL CITY j BY BY MOUNTING HEIGHT REMARKS ELEC GAS WATER SEWER 2. !REFER TO A802 FOR TILE NOTES. 1A !Grab Bar - 36in ASI 3501-36 2 WA GC 136" AFF to Top of Grasping Surface Provide Plywood Blocking to Mount to Wall 3. iALL ACCESSORIES SHALL BE AS MANUFACTURED BY AMERICAN SPECIALTIES INC 1B Grab Bar - 42in ASI 3501-42 2 WA GC 36" AFF to Top of Grasping Surface Provide Plywood Blocking to Mount to Wall OR TENANT APPROVED EQUIVALENT UNLESS DESIGNATED OTHERWISE. PROVIDE SOLID FRT WOOD BLOCKING AS NECESSARY FOR INSTALLATION PER 3 Mirror ASI 0600E 18x36 2 WA GC Bottom Edge of Reflecting Surface at 40" AFF Provide Plywood Blocking to Mount to Wall 5 Touch -Free Soap Dispenser Purel) CS8 2 WA GC 50 1/4" AFF to Top of Unit MANUFACTURER'S RECOMMENDATIONS. SEE SHEET G002 FOR ACCESSIBILITY 7 Recessed Toilet Paper Dispenser ASI 0031 2 WA GC 29" AFF to Top of Unit Recess Mounted in Wall - Rough Opening: 61/4"W X 12 1/4"H X 3 3/8"D GUIDELINES MOUNTING HEIGHT REQUIREMENTS. & Top of Rough Opening: 29 1/4" AFF 4. REFER TO A120 FOR FINISH SCHEDULE. 8 Utility Shelf ASI 0692 1 WA GC _ 46" AFF To Top Of Shelf Provide Toggle Bolts to Mount to Wall 5 REFER TO A201 AND ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE. 9 Recessed Convertible Paper Towel Dispenser and Waste Receptacle, Recess Mounted in Wall Bobrick B-3944 2 WA GC Bottom of Unit at Top of Base, Bottom of Dispenser to be at 40" AFF, Recess Rough Opening: 16"W x 54 3/4"H x 4" D. Provide Plywood Blocking to Mount to Wall Mounting In Wall 12 Napkin Disposal -Recessed ASI 10473 1 WA GC i Top of Rough Opening @ 29" AFF ;Recess Mounted in Wall -Rough Opening: 11 1/4"W X 15 3/4"H X 4"D 14 1 Restroom Hand Sink Kohler K-2084 2 GC GC • Mount Bottom of Front Edge Of The Sink At Exactly 29" AFF ELEVATION LEGEND 14.1 i Restroom Hand Sink Faucet T&S EC-3102-TMV-LF-05 2 KES GC • To Be Furnished With .5 GPM Aerator Installed. Thermostatic mixing valve is also included. 15 Hand Sanitizer Dispenser Purell ES8 2 WA GC Align T.O. Unit With T.O. Soap Dispenser L-_-__J DENOTES WOOD BLOCKING IN WALL BEHIND WALL MOUNTED 16a Surface Mounted Horizontal Baby Changing Station Koala Care KB200-05 2 WA GC Mount Bottom of Open Changing Bed at Exactly 27" AFF GC to Provide adequate blocking to support the baby changing equipment. Blocking shall be installed in such a manner to not damage or OBJECT U.N.O. compromise the rated assembly of the existing wall construction P2 P2 ' �1B/ 1B ----- - -------- -- B3 B3 7 LATCH SIDE OF 8;1 DOOR FRAME 1/4" RAISED BORDER, 811 ELEV. @ MEN EAST INT. ELEV. @ WOMEN WEST ERMES COLOINT. 4 I SILVER" #28114 A71 1/4" = 1'-0" A71 1/4" =1'-0" RAISED SYMBOL, i I SATIN FINISH, WHITE FIELD, GRAY RAISED FONT: GOTHAM, M I COLOR: WHITE Q' o, B.O. RAISED CHARACTERS WOMEN 48 M NI 60" MAX i CLEAR, RASTER 'i-- 1 P2 / FRP TRIM - TYPICAL - REFER TO SPECS FRP TRIM - TYPICAL - REFER TO SPECS I STYLE BRAILLE ` P2 8 ,' SHOWN FOR REFERENCE -ALL �______________� \. �______________� � MINIMUM 9 " SPECIFICATIONS AND <16a y 7a\/, REQUIREMENTS SAME AS SHOWN FOR MEN SIGN B3 ftB3 INT. ELEV. o� MEN SOUTH INT. ELEV. a� WOMEN SOUTH TYP WASHROOM SIGN 7 3 10 A71 1/4" = V-0" A71 3" = 1'-0" E7 E7 D1 P2 i \ 15� \ P2 D1 7n] 11 �15 3 5/8" 9" 1' 3" 2' 0" 1' 0" 1' 0" 21- 0" 1' 3" 1' 2" a 0 HOLD HOLD HOLD HOLD " g 9 .. N \ 15 �\ O O _ _ O (� ' N Ln 63 �., z o j <\1A ^I ` M 3 ;; N 15 i 9 A 5 a� 14� �` 12 \ 1A ��3 j� 14� < 5 9 6 INT. ELEV. @MEN WEST 2 INT. ELEV. �a WOMEN EAST `�' 5 6 A710 g 0 0 00 0 00 0_ ��.7 7 ' A710 A71 1/4" = 1'-0" A71 1/4" =1' 0" 4 2 I 7 <� 1g1B ,' I 3 MEN / 1'-5" 1' S" WOMEN FIN, HOLD FIN. HOLD \ 112 P2 i P2 1 � 3 � — — — ' � 16a . 8 Z 16a z 3 r ' w , r 1 1A' 5 M / BO 0 r _ I<== r! - - - r�� - - - - -- \ - w p 914 ��---- r - -- - \X\ r "X X � o14 �--- ----� m L 14 m \ i Eo 3 5/8" 4' - 9" 3 5/8" 1' - 3" 4' - 9" 3 5/8" B3 7B]3 INT. ELEV. @ MEN NORTH INT. ELEV. WOMEN NORTH ENLARGED RESTROOM PLAN 5 1 9 A71 1/4" =1'-0" A71 1/4" = 1'-0" A710 1/2" = ill -oil STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954)927-2690 F (954)367-3494 Stefano De Luca Florida Registered Architect AR0014815 0 F R 00 0e 0014815 �r4$'R E p—ARC+` If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. 3 � � CA N GQ� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q In M 00 V) Lil M (.0 J J .J CM :D 1-L- = m J Z = J J cC N L7 >- 0 U rp W N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: RESTROOM DETAILS A710 Consultant: 1/2" DOOR THRESHOLD FRAME HELIX Z1 ENTRY MAT NOTE: ALL CONCEALED THIS SIDE OF MAT ONLY -SET IN (BLACK FINISH) BED OF NON -SHRINK GROUT - - INTERIOR TOP OF FINISHED FLOOR WOOD TO BE FRT RATED CONTINUOUS 1 SEALANT i TAPERED I ALUMINUM FRAME ON 3 SIDES - - STEFANO De LUCA & THIRESHDOLDR -, ` ASSOCIATES, ESNC. 1/8 MAX BETWEEN PANELS ,�[� _ ----- -- -- ----- PROVIDE BEAD OF SEALANT AA #26001224 AT EDGE OF STAINLESS TO FRP 4501 Pierce Street ^ - - - HEMMED STAINLESS EDGE Hollywood, FL 33021 AT TOP AND BOTTOM P (954) 927-2690 IF (954) 367-3494 PROVIDE CONTINOUS 21Stefano De Luca DOUBLE-FACED BEAD OF SEALER, 6 ° SECURE STAINLESS STEEL Florida Registered Architect WITH STAINLESS FASTENERS AR0014815 TAPE - REFER TO SPECS SUSPENDED CEILING GRID SYSTEM AND STAINLESS GROMMETS - - - - 0 F NOTE: COUNTERSUNK FASTENER --- RESTROOM ;' 11/4" V.I.F. V.I.F. 11/4" 1��' " - _ 10"-- -- - 18 GA. STAINLESS STEEL �G F 0 I�' PROVIDE CONTINOUS BEAD WALK OFF MAT BY IMPACT SPECIALTIES. PROVIDE HELIX Z1 CONCRETE SLAB FRP - OF SEALER, REFER TO SPECS FULLY ADHERE TO WALL �p 'FpNO Oe O ENTRY MAT (BLACK) AND TAPERED ALUMINUM FRAME O O O �� 9 (17A005000) AND 1/2" DOOR THRESHOLD FRAME. SHEATHING; C.O. FRP JOINT • -- - - - PROVIDE BEAD OF SEALANT ! CO REFER TO A110 - - ELEV. 4'-3" AFF FRP DIVISION TRIM MOLDING UNDER STAINLESS STEEL SURFACE MOUNTED WALK OFF MAT DETAIL 20 PLAN RR FRP INSIDE CORNER I - WALL SUBSTRATE VARIES, REFER TO A110 NOTE: / 6" = V-0" A80 6" = V-0" - (2) LAYERS OF WATERPROOFING STAINLESS STL. PANELS c AR0014815/ A, r VARIES. SEE PLAN ` MEMBRANE W/ MESH IN ,,, SHALL BE CONTINUOUS %, rF� -- - - - -- ----- - - - - - - - - - - O A - -- - - O �" WALLAS SHOWN, REFER TO SPEC - - - � \\ BETWEEN LAYERS - EXTEND UP THROUGH INSIDE CORNERS RED D 00 ROLLED DRIP EDGE If this item has been digitally signed and sealed by d - NOTE: HOLES TO BE AND FINISH PLAN FOR LOCATION Stefano De Luca using a digital signature, then the SHA END PANEL LENGHT> 50%OF FULL PANEL LENGTH FULL PANEL END PANEL LENGHT> 50%OF FULL PANEL LENGTH OVERSIZED BY 3MM, TYP. ,;-; - FRP PANELS FULLY authentication code must be verified on any electronic --- - — -- -- — -- FRP PANEL - EXTEND TO 1' copies. Printed copies of a digitally signed document ,i NOTE: REFER TO CUT BELOW TOP OF WALL BASE ADHERE TO WALL SHEETS AND = are not considered signed and sealed. SUBSTRATE, REFER MANUFACTURER - PROVIDE CONTINOUS BEAD TO WALL SECTIONS COPYRIGHT 2020 RECOMMENDATIONS FOR - OF SEALER, REFER TO SPECS MOP SINK BASIN - REFER THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS i SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN O O O FURTHER INSTALLATION BLACK RUBBER BASE W/COVE, i TO A130 & PLMBG. DWGS. GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT INSTRUCTIONS GROUT/SEALANT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN N r FULLY ADHERE TO WALL / AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. WAINSCOT, REFER WALL BASE, REFER - PROVIDE CONTINOUS BEAD TO FINISH PLAN > FINISHED FLOOR__ TO FINISH PLAN OF SEALER, REFER TO SPECS 0'-0"AFF -- �P 0BAST REFERTO FINIDULEA WAINSCOT DETAILS SECTION @ RR FRP FULL HEIGHT W/RUBBER BASE 17 SECTION @ MOP SINK < REFER TO FINISH PLAN 19 18 r ' A80 1 1/2" = V-0" A80 3" = V-0" A80 6" = V-0" v CENTERED LAYOUT - PREFERRED LAYOUT WALL WIDTH 3 .J -- 6" PVC PIPE ROUTED VARIES. SEE PLAN WITHIN WALL 'I' Q. 'f` - -- - - - -- - ROUTED, SEE A201 2" AIR GAP ! CAN G - - - -SODA BUNDLE SUSTRATE FRAMING CHIPOTLE MEXICAN GRILL, ivc. BY VENDOR REFER TO A501 2566 LARGEST EQUAL PANELS POSSIBLE LARGEST EQUAL PANELS POSSIBLE LARGEST EQUAL PANELS POSSIBLE POUS, Box 4321 -- - -- -- -- -- -t--- - - - --- - - - - -- - - 4" THICK SHEATHING, REFER TO A110 5/16" STONEWOOD E L PHONE: (6 43318-2482 566 WALL FINISH VARIES, - � TELEPHONE: (614) 318-2482 REFER TO A120 COOLER PANEL INTERN ET: WWW.CHIPOTLE.COM SPALTED MAPLE WALL 5/8" PLYWOOD r ---- IN-O-VATE - BLOCKING PANEL, REFER TO A120 SHEATHING TECHNOLOGIES, - METAL STUDS \ METAL STUD _- PAINT PLYWOOD SHEATHING j MODEL #425 REFER TO A501 BLACK IN ALL POSSIBLE - EXPOSED AREAS FRAMING WAINSCOT, REFER I ALIGN BOTTOM OF DRYERBOX WITH FRP PANEL i` TO FINISH PLAN TOP OF BASE 00 Ln BASE AS SCHEDULED, TOP OF BASE Q -- i REFER TO FINISH PLAN VARIES -- FRP EDGE TRIM \ - 1" BLACK FRY REGLET 1/16" \ --- SPALTED MAPLE FINISH 00 J LU M STONEWOOD MOULDING MILLWORK REVEAL � J J J OVERLAPS \- PAINT SUBSTRATE BLACK IN (� — D L.L _____ __ __ _ __ _____ _FINISHED FLOOR - DIAMOND PLATE OUTSIDE CORNER PLYWOOD, TYP. ALL POSSIBLE EXPOSED AREAS = EQUAL LAYOUT TO BE USED WHEN CENTERED LAYOUT IS NOT POSSIBLE WALL WIDTH __ - 0'-0" AFF PANEL, BELOW 0 m J 16 WAINSCOT LAYOUT _ 15 SODA CHASE DETAIL 14 PLAN - FRP CLOSER @ COOLER 13 PLAN - WOOD TO WOOD CORNER 12 PLAN - WOOD TO STONEWOOD CORNER z _ A80 3" = V-0" A80 Tl = 1'-0" A80 3" = V-0" LU N A80 1 1/2' - 1'-0' A80 1/2" = 1' 0" O - - - - - FRAMING STONEWOOD 1/g° METAL STUD FRAMING - OVERLAP SIDE PANELS PANELS AT NICHE OVERLAP � FRAMING � LJJ 5/16" STONEWOOD SHEATHING, REFER TO A110 I� NJ PLYWOOD OVERLAPS TILE, TYP. i OVER FRONT PANELS - WAINSCOT PANELS, TYP. SHEATHING, REFER TO A110 5/16" STONEWOOD -__--_-_ - 5/16" STONEWOOD SHEATHING ! 1/16'' n NOTE: PREDRILLED ' +� 1/8" r PAINT BLOCKING BLACK IN �. -- � NOTE: PREDRILLED �o ALL POSSIBLE EXPOSED AREAS HOLES AND SCREWS BY HOLES AND SCREWS BY MILLWORK VENDOR FOR MILLWORK VENDOR FOR ", \ WAINSCOT PANELS ONLY WAINSCOT PANELS ONLY PAINT SUBSTRATE i ` PREDRILLED HOLES AND \ `- FRAMING STONEWOOD, REFER TO A120 - Issue Record: BLACK IN ALL / 5/16" STONEWOOD - - ( SCREWS BY MILLWORK 5/16" - 5/8" PLYWOOD SHEATHING POSSIBLE 1;8 -- PREDRILLED HOLES AND SCREWS BY 10.14.20 BID SET _ EXXPO SED AREAS -� VENDOR. SCREW HEADS s MILLWORK VENDOR. SCREW HEADS 5/16 STONEWOOD 01.20.21 PERMIT SET ARE TO BE FLUSH WITH i" PLYWOOD SHEATHING 1" Typ ARE TO BE FLUSH WITH PANEL FACES � r PANEL FACES -- PAINT BLOCKING BLACK IN ALL CONSTRUCTION SET CERAMIC TILE / - POSSIBLE EXPOSED AREAS - -- PAINT SHEATHING BLACK AT PAINT SUBSTRATE BLACK IN -1/16'' OVERLAP 1„ OVERLAP SIDE PANELS - PREDRILLED HOLES AND SCREWS BY ALL POSSIBLE EXPOSED AREAS --- - - ------ METAL STUD MILLWORK VENDOR. SCREW HEADS ALL POSSIBLE EXPOSED AREAS OVER FRONT PANELS FRAMING --- -- - D TYP - - - - - - - ARE TO BE FLUSH WITH PANEL FACES LINE OF END WALL � Revisions: 11 PLAN - STONEWOOD TO TILE CORNER 10 SECTION - STONEWOOD CORNER @ NICHE 9 PLAN - STONEWOOD CORNER @ WAINSCOT 8 PLAN - TYP. STONEWOOD INSIDE CORNER , PLAN - TYP. STONEWOOD END CONDITION - A80 3" = 1'-0" A80 3" = V-0" A80" 3" = V-0" A80 3" = V-0" A80 3" = 1'4' SCHEDULED PAINT FINISH SCHEDULED PAINT FINISH EXISTING SEE SPEC. SECTION 9900 EXTERIOR WALL -- -- SEE SPEC. SECTION 9900 -- :, SILICONE SEALANT PER SILICONE SEALANT PER - WALL FINISH, SPECS @TOP JOINT SPECS @ TOP JOINT _ -_ REFER TO A120 2,- - -- _ TO OF WAINSCOT _ TOP OF WAINSCOT ELEV. 4'-4" AFF -V.I.F. \\ ELEV. 4' 4" AFF - V.LF. _- \ HOLLOW METAL \ - _ - --- HOLD PLYWOOD 24 GAUGE GALVANIZED - •._, DOOR AND FRAME SHEATHING 1/2" BELOW METAL UNDER WAINSCOT; WALL SUBSTRATE --- WALL SUBSTRATE TOP OF WAINSCOT HOLD TOP OF METAL 1/2" Drawn: Checked: ',; CONSTRUCTION; CONSTRUCTION; BELOW TOP OF WAINSCOT - WALL SUBSTRATE REFER TO A110 REFER TO A110 CONSTRUCTION o- WALL SUBSTRATE ARL SDL VARIES - REFER TO A110 CONSTRUCTION KITCHEN 1 \ �- FRAMING MECHANICALLY FASTENED SPALTED MAPLE PANELS 1/2„ � VARIES - REFER TO A110 Project No. 5/16" STONEWOOD PROVIDED BY VENDOR, MECHANICALLY FASTENED \ \ - SHEATHING, REFER TO A110 - --- MECHANICALLY FASTENED - \ PROVIDED BY VENDOR, INSTALLED BY TENANT G.C. 5/16" STONEWOOD WAINSCOT S/16" STONEWOOD WAINSCOT SDLA1927 DATE: 10.14.20 - SPALTED MAPLE WALL INSTALLED BY TENANT G.C. PROVIDED BY VENDOR, PAINT SHEATHING PROVIDED BY VENDOR, - PANEL, REFER TO A120 INSTALLED BY TENANT G.C. \ \ \ PAINT SHEATHING BLACK IN ALL POSSIBLE INSTALLED BY TENANT G.C. Contents: F PAINT PLYWOOD SHEATHING BLACK IN ALL POSSIBLE '� - ----- r EXPOSED AREAS \ \ - PAINT SHEATHING BLACK IN =. -- _-- PAINT SHEATHING BLACK IN 4" WHITE AT ALL END CONDITIONS EXPOSED AREAS - FINISH DETAILS - - ALL POSSIBLE EXPOSED AREAS - ALL POSSIBLE EXPOSED AREAS PASSAGE PAINT GYP BD, 'THIN ICE', �r d 4" BLACK FLAT RUBBER 7777] - 4" BLACK FLAT RUBBER � --- 4" BLACK FLAT RUBBER � 4' BLACK FLAT RUBBER REFER TO A120 BASE, LOVELESS BASE, LOVELESS BASE, LOVELESS BASE, LOVELESS EXTERIOR WALL ASSEMBLY SHEATHING, FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR - -_ FINISHED FLOOR \ -_-_ 0 0 AFF 0'-O" AFF 0' 0" AFF 0'-0" AFF REFER TO A110 6 PLAN -WOOD END CONDITION 5 SECTION @ STONEWOOD 4 SECTION "SPALTED MAPLE 3 SECTION WAINSCOT 2 SECTION @WAINSCOT 1 PLAN -DOOR JAMB A801 A80 3" = V-0" A80 3" = V-0" A$0 3" = V-0" A80 3" = V-0" A80 3" = V-0" A80 3" = V-0" BULLNOSE QUARRY TILE — I I I! !_I __ III t'I�I'lllfllllt!'I � Ir1��11 I' I II I I' I 1 n I ! I I II I— I-- I I 19 1LI1I Il I I I � r ` llIll I 620 - ..,.MIRE a " 4 d 8 ° g d CONCRETE FLOOR PATCH AND REPAIR % ° 4 ° ° d a ° AS NECESSARY `1 ° 4 ° ° 4 ° a 1' -011 POLISHED CONC UNFINISHED CONC. W/ QUARRY TILE 24 FLOOR TRANSITION @ READY TO DRINK 3" = V-0" QUARRY TILE NOTE: TCA METHOD -THIN SET #F122-92 CONCRETE FLOOR PATCH AND REPAIR AS NECESSARY CHIP AWAY CONCRETE d FLOOR AS NEEDED TO ° ALLOW FORA ° d d d ° 4, d° d SMOOTH TRANSITION 4 d NOTE: THIS IS THE 1'-0" PREFERRED METHOD POLISHED CONC UNFINISHED CONC. W/ QUARRY TILE 23 SMOOTH FLOOR TRANSITION WIRE HANGERS HUNG AT 48" O.C. MIN. FASTEN TO STRUCTURE ABOVE - SUSPENDED CEILING GRID SYSTEM 60 1 000 5/8" GYP BOARD CEILING CHANNEL MOLDING PROVIDE 1/8" SPACER AT TOP FOR CAULK JOINT AT CEILING CERAMIC TILE FINISH, FULL TILE ` REFER TO A110 FOR WALL CONSTRUCTION 22 TILE DETAIL GYP BD CEILING 31' =1'-011 A� 31' = 1'-01' TYPICAL QT FLOOR DRAIN 3" = V-0" 1/8" GAP CAU 1/4" THICK Al HEADER PLAT FULL (VERTI0 CERAMIC TILE WITH CAULK Ill COUNTERSUN S.S. SCREWS CERAMIC TILE TO FINISH PLC 1/4" THICK M ALUMINUM 1 PLATE. RUN FI OF ALUMINUI SILL TO UNDE HEADER PLAT TILE DETAIL @ ALUMINUM PLATE HEADER A� 1" = 1'-0" QUARRY TILE BASE TO TERMINATE AT STAINLESS STEEL CORNER FINISH VARIES, SUBSTRATE, REFER TO A120 REFER TO A110 ---\ — FULL HEIGHT DECIMET METAL STUD STAINLESS STEEL OUTSIDE CORNER AT BASE, TYP. BOTH SIDES, NOT TO BE INSTALLED WHERE EQUIPMENT OVERHANGS CURB CORNER GUARD REFER TO A120 7� QT BASE - OUTSIDE CORNER (KITCHEN) 3" = 1'-011 QUARRY TILE FLOORING \ SLOPED TO DRAIN PLUMBING DRAWINGS PROVIDE CONTINUOUS BEAD OF SEALANT WIRE HANGERS HUNG AT 48" O.C. MIN. FASTEN TO STRUCTURE ABOVE ACOUSTICAL CEILING GRID SYSTEM ACOUSTICAL TILE CEILING / HEMMED ANGLE MOLDING1*4 PROVIDE 1/8" SPACER AT TOP � FOR CAULK JOINT AT CEILING % CERAMIC TILE FINISH, FULL TILE REFER TO A110 FOR WALL CONSTRUCTION TILE DETAIL @ SUSPENDED CEILING k80;/ 3" = V-0" \ \ FLEXIBLE CONDUIT, REFER QUARRY TILE, REFER TO ELECTRICAL DRAWINGS TO FINISH PLAN _ 90 DEGREE ELBOW, REFER TO ELECTRICAL DRAWINGS d _p4 d d d ° 4" PVC PIPE d ° d ° d d RIGID METAL ° d CONDUIT, REFER 8 ° ° TO ELECTRICAL a ° d DRAWINGS 17 STUB SECTION DETAIL UNDER TABLES SUBSTRATE VARIES REFER TO A110 FINISH VARIES REFER TO A120 METAL STUDS COUNTERSUNK S.S. SCREWS EQUALLY SPACED 3/4" PLYWOOD, \� PAINT ENDS WHITE 1/8" REVEAL WITH BACKER ROD AND CAULKING, EACH SIDE BO _ ; _" 11/2" 11/2" 1/4" THICK ALUMINUM PLATE RUN FROM TOP OF QUARRY TILE BASE TO UNDERSIDE OF SOFFIT ABOVE ALUMINUM PLATE 0 JAMB/HEAD/SILL A�BO 3" = 1'-0" QUARRY TILE BASE TO TERMINATE AT STAINLESS STEEL CORNER DECIMET STAINLESS STEEL OUTSIDE CORNER AT \` BASE, TYP. BOTH SIDES, NOT TO BE INSTALLED WHERE EQUIPMENT \' OVERHANGS CURB \ DOUBLE FULL HEIGHT METAL STUD SUBSTRATE, REFER TO A110 CORNER GUARD ;� f TYP. BOTH SIDES SEE A120 FINISH VARIES, REFER TO A120 QT BASE - ENDCAP 3" = V-0" CERAMIC TILE WALL SUBSTRATE, REFER TO A110 FULL HEIGHT METAL STUDS SCHLUTER-QUADEC Q100EB STAINLESS STEEL CORNER GUARD, 27/64" X 27/64" (RUN TO TOP OF WALL BASE) LIGHT FIXTURE, REFER TO E100 HORIZONTAL TIL GROUT JOINTS T ALIGN WITH BOl OF GYP. BD. CEIL FINISH VARIES, F TO FINISH PLAN SUBSTRATE VAR REFER TO A110 METAL STUDS, REFER TO A110 KITCHEN COVE DETAIL 1 1/21' = V-0" START FULL TILE COURSE HERE B.O. GYP. BD. CEILING Y ± 9'-0" AFF GYP. BD. CEILING PROVIDE 1/8" SPACER FOR CAULK JOINT AT CEILING PROVIDE 1/8"SPACER FOR CAULK JOINT 1/4" THICK MILL FINISH ALUMINUM JAMB PLATE. RUN FROM TOP OF QUARRY TILE BASE TO UNDERSIDE OF CEILING REFER TO 9/A802 TILE, REFER TO FINISH PLAN BASE AS SCHEDULED, REFER TO FINISH PLAN —711 TILE TO TILE OUTSIDE CORNER 6" = 1'-011 - FRP PANEL - EXTEND TO 1" BELOW TOP OF WALL BASE WALL SUBSTRATE, REFER TO A110 — PROVIDE RAKED GROUT JOINT ALONG TOP OF BASE AS SHOWN - FILL IN JOINT W/ SILICONE SEALER REFER TO SPECS (2) LAYERS OF ROLLED ON \ WATERPROOFING MEMBRANE W/ MESH IN BETWEEN LAYERS - EXTEND UP WALL / 10" AND ACROSS FLOOR 10" AS SHOWN OR FOR FLOORS NOT ON GRADE LL PROVIDE FULL COVERAGE. REFER TO ,4„ SPEC AND FINISH PLAN FOR LOCATION QUARRY TILE WALL BASE W/ 1/2" COVE loll QT BASE @FRP 3" = V-0" *NOTE: ±9'-0" BOTTOM OF GYP. BD. CEILING IS TO BE TAKEN FROM THE HIGHEST POINT OF CONCRETE SLAB. KITCHEN WALL ENDCAP TILE LAYOUT 1/211 = V-0" CERAMIC TILE WALL SUBSTRATE, REFER TO A110 FULL HEIGHT METAL STUDS SCHLUTER-QUADEC Q100EB STAINLESS STEEL CORNER GUARD, 27/64" X 27/64" (RUN TO TOP OF WALL BASE) - SEALANT FRP EDGE TRIM MOULDING FRP PANEL 1D TILE TO FRP OUTSIDE CORNER 6" = V-0" CERAMIC WALL TILE WALL SUBSTRATE REFER TO A110 \ (2) LAYERS OF ROLLED ON WATERPROOFING / MEMBRANE W/ MESH IN BETWEEN LAYERS - EXTEND UP WALL 10" AND ACROSS FLOOR 10" AS SHOWN OR FOR FLOORS NOT ON GRADE PROVIDE FULL COVERAGE. LL REFER TO SPEC AND FINISH PLAN FOR LOCATION I QUARRY TILE WALL BASE W/ 1/2" COVE It- 1011 QT BASE @ CERAMIC TILE 3" =1'-011 REFER AN S, 10 REFER AN INTERIOR EXTERIOR PROVIDE RAKED GROUT JOINT 4" THICK ALONG TOP OF BASE AS / COOLER PANEL SHOWN - FILL IN JOINT W/ SEALANT REFER TO SPECS DIAMOND PLATE PANEL NSF LISTED VINYL FLOOR SEALER SET IN BED OF CONTINUOUS SEALANT COOLER WALL TRACK — a "' — QUARRY TILE QUARRY TILE WALL A� WALL BASE BASE W/ 1/2" COVE _ W/ 1/2" COVE ° d ° d 4 d CONCRETE SLAB --tea ° dd d ° a d c d ° ° d °d ° a d d a 4 COOLER WALL @ QT 19 3" = V-0" VARIES. SEE PLAN EQ. EQ. EDGE TILES TO BE GREATER THAN 25% OF THE WIDTH TILE, REFER TO FINISH PLAN BASE AS SCHEDULED, REFER TO FINISH PLAN TILE CENTERED LAYOUT 1/2" =1'-0" CERAMIC TILE WALL SUBSTRATE, REFER TO A110 FULL HEIGHT METAL STUDS RAKE OUT GROUT AND PROVIDE CAULK PER SPECIFICATIONS 9 TILE TO TILE INSIDE CORNER A80 6" = V-0" DINING VARIES. SEE PLAN EQ EQ EDGE TILES TO BE GREATER THAN 25% OF THE WIDTH TILE, REFER TO FINISH PLAN BASE AS SCHEDULED, REFER TO FINISH PLAN WALL WIDTH JOINT CENTERED LAYOUT A80 1/2" = 1'-0" TILE BASE VARIES, REFER TO FINISH PLAN FINISH VARIES, REFER TO A120 SUBSTRATE, REFER TO A110 FULL HEIGHT METAL STUD CORNER GUARD REFER TO A120 BULLNOSE CORNER. OUTCORNER PIECE UNDER SERVELINE TO BE LOCATED TOWARDS THE DINING MAIN DINING ROOM, TYP. TRIM TO FIT AS REQUIRED TILE BASE - OUTSIDE CORNER (DINING; KITCHEN CERAMIC WALL v V TILE, REFER TO A120 = FRAMING SERVELINE BEYOND BULLNOSE o WALL SUBSTRATE, QUARRY TILE ON Z3 Y = z REFER TO A110 PROVIDE / / TOP OF THE CURB LU N a m co CERAMIC TILE RUN CONTINUOUS BEAD SEALANT CONCRETE CURB o d / VERTICALLY, CUT REFER TO SPECS - REFER TO A101- o j 4"X16" TILES TO ~ > FIT BASE HEIGHT. ° ° BULLNOSE, da g QUARRY TILE COVELESS QUARRY ° d d d d WALL BASE W/ TILE BASE, CUT TO ° ° ° ° 1/2" COVE, CUT TO HEIGHT OF CURB 4 ° HEIGHT OF CURB ° ° Ll d a ° CERAMIC TILE BASE @ CONCRETE QT @ CURB QT @CURB 2 1 3" = 1'-011 A80 3" = V-0" A80 3" = V-0" STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 0 F F — — ��P��'�� PN0 De ♦ � y CO -31 I eo014815 ; , �' FR E D a�G��;. MI. If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. �PO� !� < V 3 � V +jcA N CGS CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q Ln 00 LJJ M J J M ::) III = m J ZLU = J J J = N (D O (J') ILD LU N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: TILE DETAILS A802 System No. W L-2073 November20, 2009 F Ratings - I and 2 Hr (See Item 3 ) T Ratings -0,1 and fir (See Item 2) SECTION A A 1. WallAssembly -The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 rum) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 rum) deep channels spaced max 24 in. (6 10 rum) OC. B. Gypsum Board* -Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Dian of opening shall be a max of 1/8 in. (3.2 min) larger than the outside diam ofnom 2 in. (51 rum) diam (and smaller) nonmetallic pipes or conduits (Item 2) and a max of 1/2 in. (13 mm) larger than the outside diam of nom 2-1/2 in. (64 rum) diam (and larger) nonmetallic pipes or conduits. The hourly F Rating of the flmstop system is equal to the hourly fire rating of the wall assembly in which It Is installed. 2. Through Penetrants -One nonmetallic pipe or conduit to be centered within the firestop system. Pipe or conduit to be rigidly supported on both sides of floor or wall assembly The following types and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe -Nom 4 in. (102 rum) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B. Rigid Nonmetallic Conduit** -Nom 4 in. (102 mm) diam (or smaller) Schedule 40 solid core PVC conduit. C. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 4 in.(102 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) Piping systems. D. Polyvinyl Chloride (PVC) Pipe -Nom 3 in. (76 rum) diam (or smaller) Schedule 40 cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. E. Acrylonitrile Butadiene Styrene (ABS) Pipe -Nom 4 in. (102 mm) diam (or smaller) Schedule 40 solid core or cellular core ABS pipe for use it closed (process or supply) or vented (drain, waste or vent) piping systems. F. Flame Retardant Polypropylene (FRPP) Pipe - Nom 3 in. (76 rum) diam Schedule 40 FRPP pipe for use inclosed (processor supply) or vented (drain, waste or vent) piping systems. When nom 3-1/2 or 4 in. (89 or 102 rum) diam pipe is used, T Rating is 0 hr. W hen nom 3 in. (76 rum) diam (or smaller) pipe is used, the T Rating Is equal to the hourly fire rating of the wall assembly in which it is installed. 3. Firestop System -The details ofthe Frestop systemshall be as follows: A. Foil'Ihpe -Nom 4 in. (102 mm) wide, 3 mil thick aluminum tape wrapped around pipe or conduit prior to the installation of the wrap strip (Item 3B). Min of one wrap, flush with the wall surfaces on both sides of the wall assembly. Foil tape is not required for solid core PVC and CPVC pipes and conduits. B. Fill, Vold or Cavity Materials* -Wrap Strip -1 in. (25 mm) wide, nom 1/4 in. (6 nun) thick intumescent elastomeric material faced on one side with aluminum foil. Wrap strip(s) tightly wrapped around pipe or conduit (foil side exposed) and butted against the wall surfaces on both sides of the wall assembly. Each layer of wrap strip to be installed with butted seam, with butted seams in successive tfno 3N Flee Proteeticnl''Products fre"Sa t4� www.3m.com/firestop W-L-2073.1 of 2 1-800.328-1687 vh O 4) N O O O CV E My N CD 3 O N n System No. W-L-1001 June 15, 2005 F Ratings -1, 2, 3 and 4 Hr (See Items 2 and 3 ) T Ratings -0, 1, 2, 3, and 4 Hr (See Item 3) L Rating AtAmbient- less than I CFM/sq ft L RatingAt 400 F - less than 1 CFM/sq ft SECTION A -A 1. Wall Assembly -The 1, 2,3 or 4 hr fire -rated gypsumwaRboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -Wall framing may consist of either wood studs (max 2 hr fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumberspaced 16 in. (406 rum) OC with non 2 by 4 in (51 by 102 mm) hnmber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (6 10 mm) OC. B. Gypsum Board* -Nom 1/2 or 5/8 in. (13 or 16 rum) thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fie Resistance Directory. Max diam of opening is 26 in. (660 rum). 2. Through Penetrant -One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in. (0 rum) (point contact) to max 2 in. (51 rum). Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 24 in. (6 10 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 24 in. (6 10 mm) clam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. (305 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. C. Conduit - Nom 6 in. (152 min) diam (or smaller) steel conduit or nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing D. Copper Tubfug - Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing E. Copper Pipe - Nom 6 in. (152 inn) diam (or smaller) Regular (or heavier) copper pipe. F. Through Penetrating Product* - Flexible Metal Piping -The following types of steel flexible metal gas piping may be used 1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC 2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. TITEFLEX CORP A BUNDY CO 3. Nom I in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG INC This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory o�u iI Fit a Protection Products fir s L'J : kbk�lis W W WART .con/firestop W L-1001 •1 of 2 amass option 4 for FAX ON DIwt M FIRE PROT W-L-1001 1: 150 System No. W L-2073 continued layers staggered Wrap strip(s) temporarily held in position using aluminum foil tape, steel wire tie, or equivalent. The min number of wrap strip layers is dependent on the size ofthe pipe or conduit as shown below: Nom PipelCondmit Diam (mm) No. ofWrap Strip Layers 1-1/2 to 2 in. (38 to 51) 1 2-1/2 to 3 in. 64 to 76 3 3-1/2 to 4 in. (89 to 102) 4 3M COMPANY - FS-195+ C. Steel Collar - Nom I in. (25 mm) beep collar with 1-1 A in. (32 mm) wide by 2 in. (51 mum) long anchor tabs and min 1/2 in. (13 mm) long tabs to retain wrap strip. Coils of precut min 0.016 in. (0.41 mm) thick (No. 28 gauge) galv sheet steel available from wrap strip manufacturer. As an alternate, collar may be field -fabricated from min 0.016 in. (0.41 rum) thick (28 gauge) galv sheet steel in accordance with instruction sheet supplied by wrap strip manufacturer. Collar, with anchor tabs bent outward 90 degree, wrapped tightly around wrap strip with min 1 in. (25 mm) overlap at seam and compressed around wrap strip(s) using a min 1/2 in. (13 rum) wide by min 0.028 in. (0.71 mm) thick stainless steel band clamp at the collar imdheight. As an alternate to the band clamps, collars may be secured by a means No. 10 by 12 in. (13 min) long sheet metal screws installed in the vertical axis at the centerof the 1 in. (25 mm) overlap along the perimeter joint of the collar. A min of three screws is required Collar anchor tabs pressed tightly against wall surfaces, and secured to wall surfaces with 3/16 in. (5 mm) diam steel toggle bolts, or equivalent, in conjunction with min 1-114 in. (32 mm) diam steel fender washers. Min three anchor bolts for nom 1/2 to 2 in. (13 to 51 mm) pipes or conduits, min 4 anchor bolts for nom 2-1/2 and 3 in. (64 and 76 mm) pipes or conduits and min 5 anchor bolts for nom 3-1 /2 and 4 in. (89 and 102 rum) pipes or conduits, symmetrically located Retainer tabs bent 90 deg toward pipe to lock wrap strips) in position. D. Fill, Vold or Cavity Materials* - Caulk, Sealant or Patty - (Optional - Not Shown) - Generous bead of caulk or putty applied to outer perimeter of wrap strip at interface with wall surfaces and to perimeter ofpipe or conduit at its egress from the wrap strip layers. 3M COMPANY - CP 25WB+, MP+ Stix, IC 15WB+, FircDam 150+ caulk or FB-3000 WT sealant. (Note: CP 25WB+ and FireDam 150+ not suitable for use with CPVC pipes.) E. Firestop Device* - (Not Shown) -As an alternate to ItemA and B when nom 1-12, 2, 3 or 4 in. (38, 51,76 or 102 mm) diam nonmetallic pipes are used, a firestop device consisting of a sheet -steel split collar lined with inLnmescent material and provided with steel clips for attachment may be used. Firestop device to be installed on underside of top plate or on both sides of wall in accordance with the accompanying installation instructions. 3M COMPANY - PPD 150, PPD 200, PPD 300, PPD 400, PPD 1.5, PPD 2, PPD 3 **Bearing the UL Listing Mark *Bearing the UL Classification Mark Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright 0 2011 Underwriters Laboratories Inc.® Pr line` +� ProtectionProduct s www.3mccm/firestap W L-2073.2 of 2 1-M328-1687 E M 0 O_ 1< to C 3 System No. W L-1001 continued 3. Fill, Void or Cavity Material* - Canik or Sealant- Min 5/8. i- IA,1-7/8 and 2-1/2 in. (16, 32, 48 and 64 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: Max Pipe or Conduit Dian In. (mm) F Rating Hr T Rating Hr 1(25) 1 or2 0+,1 or2 1(25) 3 or 4 3 or 4 4(102) 1or2 0 6(152) 3or4 I0 12 (305) 1 or 2 0 +When copper pipe is used, T Rating is 0 hr. 3M COMPANY -CP 25WB+ caulk or FB-30W WT sealant, *Bearing the UL Classification Marking This material was extracted and drawn by 31A Fire Protection Products From the 2007 edition of the UL Fire Resistance Directory. o®m Mire Protection Pmducb Pt�oas�rti�ea =s�-t 97 98 www.3flLCOM/firestop W-L-1001 •2 of 2 (home option 4 for FAX ON DEMAND System No. HW-D-0020 January20, 2006 Assembly Ratings -1 & 2 Hr (See Items 2 & 3B) L Rating atAmbient-Less than 1 CFM/Lin Ft L Rating at 400 F - Less than 1 CFM/Lin Ft Nominal Joint Width -1 In. Class Il Movement Capabilities -25% Compression or Extension 313 r---A L--- A SE,cnON.MA 1. Floor Assembly -The fire -rated fluted steel deck/concrete floor assembly shall be constructed ofthe materials and in the manner described in the individual D700 or D900 Series Floor -Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Form Units* -Max 3 in. (76 mm) deep galv steel fluted floor deck. Al. SpmyAppUed Fire Resistive Material* - (Optional, not shown) -Prior to the installation of the Deflective Channel, Forming Material and Fill, Void or Cavity Material (Items 3A, 3B, 3C), the steel floor units may be sprayed with a min 5/16 in. (8 rum) thidmess to max 11/16 in. (18 mm) thickness of fire resistive material WR Grace & Co. Conn Construction Products Div. -Type MK-6/HY. B. Concrete -Min 2-1/2 in. (64 rum) thick reinforced concrete, as measured from the top plane ofthe floor units. IA. RoofAssembly - (Not Shown) -As an alternate to the floor assembly, a fire rated fluted steel deck roof assembly may be used The roof assembly shall be constructed of the materials and in the manner described in the individual P900 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shall include the following construction features: A. Steel Roof Deck -Max 3 in. (76 mm) deep galv steel fluted roof deck. B. Roof Insulation - Max 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the floor units. 2. Wall Assembly -The I or 2 hr fire rated gypsum board/steel stud wall assembly shall be constructed ofthe materials and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Ceiling Runners -Floor and ceiling runners of wall assembly shall consist of galv steel channels sized to accommodate steel studs (Item 213). When deflection channel (Item 3A) is used, ceiling runner to be provided with 3 in. (76 mm) flanges. Ceiling runner installed within the deflection channel with i in. (25 rum) gap maintained between the top of ceiling runner and top of deflection channel. When deflection channel is not used, flange height of ceiling runner shall be min 3/4 in. (19 mm) greater than nom joint width. Ceiling runner is installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors or by welds spaced max 24 in. (6 10 rum) OC. When optional spray -applied fire resistive material is used on the steel deck and when deflection channel is not used, ceiling runner secured through spray -applied material to each valley of steel deck with min 3/16 in. (5 rum) diam steel masonry anchors spaced max 12 in. (305 rum) OC. Al. Light Gauge Framing* -Slotted Ceiling Runner -As an alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist of gaiv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Slotted ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 24 in. (610 nun) OC. When slotted ceiling runner is used, deflection channel (Item 3A) shall not be used. When optional spray -applied fire resistive material is used on the steel deck, slotted ceiling runner secured through spray -applied material to each valley of steel deck with min 3/16 in. (5 mm) diam steel masonry anchors spaced max 12 in. (305 rum) OC, METAL-LITE INC-The System SCAFCO STEEL STUD MANUFACTURING CO, SLIPTRACK SYSTEMS INC - SLP-TRK A2. Light Gauge Framing* - Clipped Ceiling Runner -As an alternate to the ceiling runner in Items 2A and 2A 1, clipped runner to consist of galv steel channel with clips preformed in track flanges which positively engage the inside flange ofthe steel studs (Item 2B). Track sized to accommodate steel studs (Item 213), Track flanges to be min 2-1/2 in. (64 nun). Clipped ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel concrete anchors spaced 24 in. (6 10 mm) OC. When clipped ceiling runner is used, deflection channel (Item 3A) shall not be used. When optional spray -applied fire resistive material is used on steel deck, clipped ceiling runner is secured through spray -applied material to each valley of steel deck with min 3/16 in. (5 urn) diam steel masonry anchors spaced max 12 in. (305 mm) OC. TOTAL STEEL SOLUTIONS L L C - Snap Trak A3. Light Gauge Framing -Floor and Ceiling Runners -As an alternate to the ceiling and floor runners in Item 2A, 2A1 and 2A2, floor and ceiling runners to consist of galv steel channel sized to accommodate the Light Gauge Framing* Slotted Stud (Item 2B 1) or Light Gauge Framing* Slider C-Clip System (Item 2132), Floor and ceiling runners to be provided with min 1-1/4 in. and 3 in. (32 and 76 mm) flanges, respectively. Ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys This material was extracted and drawn by 39 Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. o®ss 3M Ffre Protection Products Product 1ne:1 E*3*1687 www.11ncom/frestop HW D-0020.1 of 2 Chose option 4 for FAX ON HIMID System No. BW S-0007 May 18, 2005 Assembly Ratings -1 and 2 Hr (See Item 2) L Rating at Ambient -Less Than 1 CFM/linft L Rating at 400' F - Less Than 1 CFM/lin ft Joint Width -1 in. Max 1. Floor Assembly -Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/nP) structural concrete. Floor may also be constructed of any 6 in. (152 mm) thick UL Classified hollow -core Precast Concrete Units*. See Precast Concrete Units category in the Fire Resistance Directory for names of manufacturers. 2. Wall Assembly -The 1 or2 h fire -rated gypsum board/steel stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory. In addition, the wall may incorporate a head -of -wall joint system constructed as specified in the HW Series Joint Systems in the UL Fire Resistance Directory. The wall shall include the following construction features: A. Steel Floor Runner -Floor runners of wall assembly shall consist of min No. 25 gauge gale steel channels sized to accommodate steel studs (Item2C). Floor runners to be provided with min 1-1/4 in. (32 mm) flanges. Runners secured with steel fasteners spaced 12 in. (305 mm) OC. B. Studs - Steel studs to be min 3-1/2 it. wide. (89 min) Studs cut 1/2 to 3/4 in. (13 to 19 rum) less in length than assembly height with bottomnesting in, resting on and fastened to floor runner with sheet metal screws. Stud spacing not to exceed 24 in. (610 rum) OC. C. Gypsum Board* - Gypsum board installed to a min total thickness of 5/8 or 1-1 A in. (16 or 32 rum) on each side of wall for a 1 or 2 hr rated wall, respectively. Wall to be constructed as specified in the individual U400 or V400 Series Design in the UL Fire Resistance Directory, except that a max 1 in. (25 mm) gap shall be maintained between the bottom of gypsum board and top of concrete floor. The hourly fire rating of the join tsystem is equal to the hourly fire rating of the wall. 3. Fill, Void or Cavity Material* -Caulk or Sealant -Max separation between top of floor and bottom of gypsum board is 1 in. (25 rum). Min 5/8 in. (16 inn) thickness of fill material installed on each side of the wall between the bottom of the gypsum board and the top ofthe concrete floor, flush with each surface of the wall. 3M COMPANY - FB1000 NS, FB-2000, FB-2000+, FB-3000 WT sealant, FireDam 150+, IC 15WB+, CP 25WB+ caulk *Bearing the UL Classification Mark This material was extracted and drawn by 3M Fire Protection Products from the 2006 edition of the UL Fire Resistance Directory www.3m.com/firestop BW-S-0007 * 1 of 1 ftose option 4`for FAl ox D ma 643 FIRE PROT BW-S-0007 1:150 System No. HW D-0020 continued `n with steel masonry anchors spaced max 12 in. (305 min) OC. When ceiling runner is used, deflection channel (Item 3A) shall 0 0 not be used When optional a lied fie resistive material is used on the steel deck, ceiling runner is secured through ' 3 P spray -applied % y, spray -applied material to each valley of steel deck with min 3/16 in. (5 run) diam steel masonry anchors spaced max 12 in. C (305 ran) OC. O STEELERINC- Floor and Ceiling Runners v O A4. Light Gauge Framing* - Notched Ceiling Runner -As an alternate to the ceiling runners in Items 2A through 2A3, notched i ceiling runners to consist of C-shaped gaiv steel channel with notched return flanges sized to accommodate steel studs (Item 2B). 0 Notched ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors O ' spaced max 24 in. (6 10 mm) OC. When notched ceiling runner is used, deflection channel (Item 3A) shall not be used When V H optional spray -applied fire resistive material is used on the steel deck, notched ceiling runner secured through spray -applied material to each valley of steel deck with min 3/16 in. (5 run) diam steel masonry anchors spaced max 12 in. (305 rum) OC. DENMAR STEEL INC -Type SCR B. Studs - Steel studs to be min 3-12 in. (89 mm) wide. Studs cut 1/2 to 3/4 in. (13 to 19 mm) less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wail Stud spacing not to exceed 24 in (6 10 rsn) OC. B 1. Light Gauge Framing* - Slotted Studs -Slotted steel stud to be used in conjunction with Ught Gange Framing* - Floor and Ceiling Rungs (Item 2A3). Slotted studs to be min 3-1/2 in. (89 mm) wide. Slotted steel studs cut 1 in. (25 mm) less - in length than assembly height with bottom nesting in and secured to both ceiling and floor runners. Ceiling runner secured to W preformed slot within steel stud by means of No. 10 by 3/4 in. (19 mm) long low profile head steel screw. Floor runner attached w ' to bottom of steel stud by means of No. 8 by 12 in. (13 rum) long pan head steel screw. S lotted steel stud spacing not to exceed 24 in. (610 rum) OC. STEELER INC - Slotted Stud B2. Light Gauge F rod"* - Slider C-Clip System -As an alternate to the Light Gauge Fhuniog* - Slotted Steel Studs (Item 2B 1), a Slider C Clip System consisting of a C shaped steel clip with a slotted opening and a steel stud to be used in conjunction _ with Light Gauge Framing -Floor and Ceiling Runners (Item2A3). Steel clips and studs to be min 3-1/2 in. (89 rum) wide. Steel clip inserted into inside flange of steel stud without attachment. Total length of steel stud cut 1 in. (25 mm) less than assembly height with bottom of steel stud nesting in and secured to floor runner. Floor runner attached to bottom of steel stud by = means of No. 8 by 12 in. (13 mm) long pan head steel screw. Ceiling runner secured to steel C-Clip by means of No. 10 by 3/4 in. (t 9 mint) long pan head steel screw located 3/8 in. (l 0 mm) below top of ceiling runner. Top row of gypsum board screws shall be centered within the preformed slot of the C-Clip. Steel stud and steel clips spacing not to exceed 24 in. (610 mm) OC. STEELER INC - Slider C Clip System C. Gypsum Board* - Gypsum board sheets installed to a min total thickness of 5/8 in. and 1-1/4 in. (16 and 32 mm) on each side of wall for 1 and 2 hr rated assemblies, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a nom 1 in. (25 mm) gap shall be maintained between the top of the gypsum board and the bottom of the steel floor or roof deck and the top row of screws shall be installed into the studs 3-12 in. (89 rum) below the lower surface the floor or roofdeck. The hourly On rating of the joint system Is equal to the howdy fire rating of the wall. 3. Joint System - Max separation between bottom of floor or roof and top of will is 1 In. (25 mm). The joint system is designed to accommodate a max 25 percent compression or extension from its installed width. -The joint system consists of a deflection channel, forming material and a fill material, as follows: A. Deflection Channel (Optional) -A nom 3-5/8 in. (92 mm) wide by 3 in. (76 nun) deep min 24 ga steel U-shaped channel. Deflection channel installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors or by welds spaced max 24 in. (610 mm) OC. When optional spray -applied fire resistive material is used on the steel deck, deflection channel secured through spray -applied material to each valley of steel deck with min 1-1 /2 in. (38 mm) long by min 3/16 in. (5 mm) diam steel masonry anchors spaced max 12 in. (305 mm) OC. The ceiling runner (Item 2A) is installed within the deflection channel to maintain a I in. (25 mm) gap between the top of the ceiling runner and the top of the deflection channel. The ceiling runner is not fastened to the deflection channel. B. Forming Material* - Min 4 in. (102 rum) thickness of min 4 pcf (64 kgW) density mineral wool batt insulation cut to the shape of the fluted deck, approx. 20 percent larger than the area ofthe flutes and compressed into flutes of the steel floor or roof deck between the top of the deflection channel or ceiling runner and the steel deck. Additional pieces of min 4 pcf (64 kg/m3) mineral wool batt insulation are to be cut to the contour of the flutes with an additional 1-3/8 in. (35 mm) high section at the bottom of the shapes to fill the 1 in. (25 mm) gap between the top of the gypsum board and bottom ofthe steel floor or roof deck. The additional pieces ofrnineral wool are compressed and firmly packed into the fhhtes and the gap between the top of the gypsum board and bottom of the steel floor units on both sides of the walland shall be a min 3/4 in. (19 mm) thick for 1 hr Rated Design and a min 1-1/2 in. (38 rum) thick for 2 hr Rated Design. FIBREX INSULATIONS INC - FBX Safing Insulation HG MINWOOL L L C - MitWool-1200 Safing ROCK WOOL MANUFACTURING CO - Delta Board or Delta-8 ROXUL INC -Type Safe THERMAMBER INC -'Type SAF C. FI% Vold or Cavity Material* - Min 1/16 in. (1.6 rum) dry (1 /8 in. or 3.2 min wet) thickness of fill material sprayed or brushed on each side of the wall in the flutes ofthe steel floor or roof deck units and between the top of the gypsum board and the bottom of the steel floor or roof desk units to completely cover mineral wool and overlap a min of 1/2 it. (13 mm) into gypsum board and steel floor Jdh deck on both sides of wall. When the steel floor deck is coated with spray -applied material (Item At), the fill material shall overlap min 2 in. (51 mm) onto the spray-appliedmnaterial. 3M COMPANY - FireDam.- Spray 200 *Bearing the UL Classification Mark This material was extracted and drawn by 31A Fire Protection Products from the 2007 edition of the UL fire Resistance Directory. AN_ Fil'e P1COteCtiOn Prwlucts Prods patiiac14*3%TW 53 54 www3m.com/firestap HW-D-0020.2 of 2 aioaae"ft 4forFAXONDEMAND STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 0# 00 De I= %c 014815 / A, + If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q Ln M 00 to LU M (.0 J J _J M Z) LL- •' = O O m J UJ f1Z Q N (D O to _ V) (�o UJ IV Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: FIRE PROTECTION DETAILS FIRE PROT W-L 2073 1 : 150 FIRE PROT HW-D-0020 1: 150 A810 - [ -1 1= I Ir 11' 1 1' .4 '1111 111 - — I I 1; _ I — i VI I —11 BXUV.U419 - Fin Resistance Ratings - ANSIIUL 263 Home Quick Guide Contact Us UL.com Of Design No. U419 BXUV.U419 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer - Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. - Authorities Having Jurisdiction should be consulted before construction. - Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. - When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies, The Guide Information includes specifics concerning alternate materials and alternate methods of construction, . Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/UL 263 See General Information for fire Resistance Ratings - ANS 263 Design No. U419 February 01, 2012 Nonbearing Wall Ratings - 1, 2, 3 or 4 Hr(See Items 4 & 5) BXUV,U419 - Fie Resistance Ratings - ANSIiUL 263 in, CIARKDIETRICH BUILDING SYSTEMS — UltraSTEELO. 1C, Framing Members* - Floor and Ceiling Runner - Not shown - In lieu of Item 1— For use with Item 2C, proprietary channel shaped runners, 3.5/8 in, deep attached to floor and ceiling with fasteners 24 in, OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25 l Track CRACO MFG INC — SmartTrack"I MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25T1 Track TELLING INDUSTRIES L L C — Viper25Tm Track 1D, Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1— For use with Item BXUV,U419 -Fie Resistance Ratings •ANSIiUL 263 with Items 2F, 5F or 5G or 5I only, channel shaped, fabricated from min. 0,015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC, max, CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA BUILDING SUPPLIES — ProTRAK SOUTHEASTERN STUD B COMPONENTS INC — ProTRAK TELLING INDUSTRIES L L C — TRUE-TRACrm 1H. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1— For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size, with 1-118 in, long legs fabricated from min 0,015 in. (min bare metal thickness) gale steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge BXUV,U419 - Fie Resistance Ratings -ANSYUL 263 k, channel shaped steel shads, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0,020 in. thick gals steel, Studs cut 3J8 in. to 3J4 in, less in lengths than assembly height. CALIFORNIA EXPANDED METAL PRODUCTS 00 — Uiper2OTm MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20TM TELLING INDUSTRIES L L C — Viper2011 2E. Framing Members* — Steel Studs — In lieu of Item 2 - For Use with Item 1E- Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3J4 in, less than assembly height, ALLSTEEL S GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System BXUV.U419 - Fite Resistance Ratings -ANKI, 263 2H, Framing Members* • Steel Studs — Not shown • In lieu of Item 2 - For use with Item 1I. Proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height, ht ' STUDCO BUILDING SYSTEMS — CROCSTUD �n 1. Floor and Ceiling Runners - (Not shown} -For use with Item 2 -Channel shaped, fabricated from min: 2D, proprietary channel shaped runners,l•1J4 in. wide by 3 5/8 in, deep fabricated from min 0.020 in. thick. P P ry 25 MSG corrosion -protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. gale steel, attached to floor and ceiling with fasteners spaced 24 in, OC max. + , 1A. Framing Members* - Floor and Ceiling Runners - Not shown - In lieu of Item 1 - For use with Item QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System g 2A, proprietary channel shaped, min. 3-5/8 in. deep, fabricated from min. 0.015 in, (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max. Effective thickness is 0.034 in. 1. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vipor20T'" Track 1I, Framing Members -Floor and Coiling Runner —For use with Item 2H proprietary channel shaped-, w. CLAR[DIETRICH BUILDING SYSTEMS - UltraSTEELS. r : t runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max, 18. Framing Members* -Floor and Ceiling Runners - (Nat shown - In lieu of Item l) -Far use with 5TUD(I3 BUILDING SYSTEMS — CROCSTUD Track SCAFCO STEEL STUD MANUFACTURING CO — yP SUPREME Framing System Type S Item 2A, proprietary channel shaped, min. 2-1/2 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling fasteners 24 in. OC. max. Effective thickness is 0.034 MARINO/WARE, DIV OF WARE INDUSTRIES �- r .� hV./Mntiban.uLcoW.. AMI(UL+263&objicl-107,M21&cfgid=1073741824&veniorr versionlese&pment *10739848I8&regwwe=IEM5/2012 4:32:44 PTA 1. INC - Vioer2Vm Track- BXUV.U419 - Fire Resistance Ratings - ANSUUL 263 BXUV.U419 - Pure Resistance Ratings - ANSI/UL 263 BXUV.U419 - Fire Resistance Ratings - ANSIAM 263 BXUV.U419 - Fire Resistance Ratings - ANSIAM 263 CGC INC - 112 in. thick T C, IP-X2 or IPC-AR; WRC, 5/8 in. thick T AR, C, IP-AR, IP-XI, IP-X2, IPC- Type Type v w: MAYCO INDUSTRIES INC - Type X-Ray Shielded Gypsum * _ 7B. Framing Members (Optional, Not Shown) - As an alternate to Item 7, for single or double layer AR, SCX, SHX, WRX or WRC; 314 in. thick Types IP-X3 or ULTRACODE ;,. systems, furring channels and Steel Framing Members on only one side of studs as described below: ' SE. Gypsum Board* - (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both �. �. sides of wall when 1/2 in, or 5/8 in thick products are specified, For direct attachment only to steel studs Item R P Y SI. Gypsum Board* - (As an alternate to Item 5) -Nom. 5J8 in. thick gypsum panels with beveled, square �# a. Furring Channels -Formed of No. 25 MSG galy steel, spaced 24 in. OC UNITED STATES GYPSUM CO - 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SGX,r 2B, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square a tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on or to erect edges Installed as described in Item 5. Steel stud minimum depth shall be indicated in Item 5. P g R perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board 10- . SHX, WRX, IP-Xi, AR, C, WRC, FRX G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE opposite sides of studs- Wallboard secured to studs with 1-1/4 in. long Type 5-12 (or No. b by 1-1J4 in. long CGC INC - Type ULX YP r attached to furring channels as described In Item 5. Not for use with Item SA and 5E. a r ?(' a in t perimeter and 12 In. OC in the field. bugle head fine driller) steel screws spaced 8 . OC a pe ate -+,a b. Steel Framing Members._ Used to attach furring channels (Item 78a) to one side T' USG MEXICO S A DE C V - 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP- NEW ENGLAND LEAD BURNING CO INC, DBA UNITED STATES GYPSUM CO - Type ULX J,, of studs (Item 2) only. Clips spaced 48 In. OC., and secured to studs with two No. 8 x 2- 1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE NELCO -Nalco t' channels are friction fitted into clips. KINETICS NOISE CONTROL INC Type Isomax ' USG MEXICO S A DE C V- T ULX Type - When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is g SF. Gypsum Board* - (As an alternate to Item 5) -For use with Items 1G and ZF and limited to 1 Hour 3- 1/2 in., min- thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the in. thick) Mall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 steel studs with 1 in. brig Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the, 7C. Framing Members* -Optional -Not shown -Used as an alternate method to attach resilient channels !n. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6, field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud 6. Fasteners - (Not shown) - For use with Items 2 and 2F - Type S or S-12 steel screws used to attach (Item 7). Clips attached at each Intersection of the resilient channel and the steel studs (Item 2). Resilient SA. Gypsum Board* - (As an alternate to Item 5) - 5/8 in. thick, 24 to 54 in, wide, applied horizontally as r depth shall be a minimum 3-5/8 in. panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or Ag channels are friction fitted into clips, and then clips are secured to the steel stud with min. 1 in. long Type S- 12 steel screws through the center hole of the clip and the resilient channel flange. the outer layer to one side of the assembly. Secured as described in Item 6. Ye Y• 1. UNITED STATES GYPSUM CO - 5/8 In• thick Type SCX, SGX. 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two ; CGC INC - Type SHX. layer systems: First layer- 1 in, long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in, long for 1/2 in., 518 in. thick or 2-1/4 in. long for 3/4 in. thick %: t KEENE BUILDING PRODUCTS CO INC - Type RC Assurance. t' _ panels in. OC in. from first layer. layer- 1 in. long y, c 5G. Gypsum Board* - (As an alternate to Item 5) - For use with Items IG and 2F only, Gypsum panels c panels, spaced 16 with screws offset 8 Th ree-layer systems: First for 1/2 in., 5/8 In. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. Ion for 1/2 In., 5/8 In. thick P P Y 9 panels, UNITED STATES GYPSUM CO - Type FRX-G SHX. with beveled, square or tapered edges, applied vertical) or horizontal) as ui P 9 PP Y Y. specified in the table below and fastened to the steel studs as describer) in Item 6. Vertical joints centered over studs and staggered one stud spaced 24 in. OC. Third layer- 2d/4 in. brig for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5J8 In. thick _� 7D. Framing Members* - (Not Shown) - (Optional on one or both sides, not shown, for single or double layer systems) - As an alternate to Item 7, furring channels and Steel Framing Members as described below: ; :- cavity on opposite sides of studs. Vertical joints In adjacent layers (multilayer systems) staggered one stud. panels, spaced 12 In. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- 1 in. long for 1/2 in., 5/8 In. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 In., 5/8 in. thick - cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints horizontal butt ;i h panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-S/8 in, long for 5/8 in, thick s a. Furring Channels -Formed of No. 25 MSG galy steel 2-3/8 in. wide by 7I8 In. deep, 24 in. OC to Channels to studs as described in �s USG MEXICO S A DE C V - Type SHX. on opposite sides of studs need not be staggered. Horizontal edge joints and joints in adjacent layers (multilayer systems) staggered a min of 12 In. The thickness and number of layers for the 2 hr, 3 hr panels, spaced 24 in. OC. Fourth layer- 2-5J8 in. long for 1/2 in. thick panels or 3 in. tong for 5/8 in. thick 12 in. OC. Screws 6 in. from layer below. spaced max. perpendicular studs. secured Item b. Gypsum board attached to furring channels as described in Item 6. Not for used r and 4 hr ratings are as follows: �; panels, spaced offset min a 3, with Item 5A and SE. 5B. Gypsum Board* - (Not Shown) - As an alternate to Item 5 when used as the base layer on one or both € Gypsum Board Protection on Each Side of Wall = 6A. Fasteners - Not shown -For use with Item 2A - T S or S-12 steel screws used to attach panels to studs Item 2A .Sin le la er ems: 1 In. Ion for 1/2 ap rid 5/8 In. thick oriels or 1-1J4 in. to Po 3/4 in. ( ) g Y g p b. Steel Framing Members* - Used to attach furring channels (Item 7Aa) to studs 1 sides of wall when 5/8 in or V4 in. thick products are specified. For direct attachment only to steel studs item thick panels, spaced 8-1/2 in. OC with additional screws 1 in. and 2-1/2 in. from edges of the board when 1! . 4 I NI LIPS cured to studs with No. 8 x 1-1 2 (Item im Clips spaced max 8 t OC, a EC se / In, minimum self drllling, S-12 steel screw through the center grommet. Furring channels 1, 2B, (not to be used with Item 3) - Nom 5/8 in. or % in. may be used as alternate to all 5/8 In. or Y4 in. shown Min Stud No. of Layers Min Thkns of panels are horizontally. or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are ', are friction fitted Into clips. � I i or i . thick lead backed um in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 n. n 9YPs � Patin Depth, in. &Thickness Insulation applied vertically. Two layer systems applied vertically: First layer- 1 in. long for 1/2 and 5/8 In. thick panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and Hrg� Item 2F of Panel (Item 4) panels or 1-1/4 In. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8`' PLITEQ INC -Type GENIECLIP m txn board secured to 20 MSG steel studs to 28 staggered min 1 stud cavity on opposite sides of studs, GYPS boa 1-1/4 in. long Type 5-12 screws 8 in. OC at and 12 In. OC in the field. To be used In. thick panels or 2-i/4 in. long for 3/4 in. thick panels, spaced 16 In. OC with screws offset 8 in, from first - with steel spaced perimeter 2 1-5/8 2 layers, 1/2 in. thick Optional layer. Two layer systems applied horizontally: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1- with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12). 1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an * 5 ' RAY -BAR ENGINEERING CORP -Type RB-LEG 2 1-5/8 2 layers, 5/8 in, thick Y Optional P �} A additional screw pieced 1-1/4 in. from each edge of the board. Second layer- 1-5/8 in. long for 1/2 in., 5/8 In. thick 2-1/4 In. long for 3/4 in. thick 16 In. OC 8 in, from the 8. 3oint Tapeand Compound - Vinyl or casein, dryor remixed joint compound applied in two coats to layers. 2 in first -_ panels or panels, spaced starting each edge of f' joints and screw heads of Paper tape, nm in. wide, embedded of compound over 3 1-5/8 3 layers, 1/2 In. thick Optional_ board with an additional screw placed 1-1/4 in, from each edge of the board with screws offset 8 In. from first layer- all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are �= z; layer. Three -layer systems: First 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 In. OC. Second supplied with a square edge. 5C. Gypsum Board* - (For Use With Item 2C) Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum I I r horizontal) (Vertical Application) - The panels with beveled, square or tapered edges, applied vertically o y N APP ) 3 1-5/8 3 layers, 5/8 In. thick Optional M, k: layer- 1-5/8 In. long for 1/2 In., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long For 112 in., 5/8 In. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from fr rk; 9. Siding, Brick or Stucco - (Optional, not shown) - Aluminum, vinyl or steel siding, brick veneer or um board is to be Installed on each side of the studs with 1 In. Ion Type S coated steel screws spaced 8 9 YP Pa 4 1-5/8 4 layers, 5/8 in. thick y Optional P layer below. For all layers, an additional screw shall be laced 1-1/4 In. from each a of the board. Four- Y y P �9 F. stucco, meeting the requirements of local code agencies, installed over um panels. Brick veneer attached g gypsum n. starting OC 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 In. from the edge" g 4 1-5J8 4 layers, 1/2 in. thick Optional e layer systems: First layer- 1 in. long for 1J2 in., 5/8 in. thick panels, spaced 24 In. OC. Second layer- 1-5/8_ In. to for in., 5/8 In. thick 24 in. OC. Third layer- 2-1/4 in. Ion for 1/2 in. thick to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. ' > of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with 1/2 panels, spaced panels or rig p pa Ye - g p25 a screws spaced B in. OC starting4 in. from the board edge. Fasteners shall not penetrate through both the stud g g and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on �> CGC INC - 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 In. thick Type AR, C, IP-AR, IP-Xi, IP-X2, IPC-AR, '�xj 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-518 in. long for 1/2 in. thick panels or 3 in. to for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an n9 Pa Pa Y Y E 10. Caulking and Sealants* - (Optional, not shown) - A bead of acoustical sealant applied around the rjS �. opposite sides of studs. (Horizontal Application) -The gypsum board is to be Installed on each side of the studs ^� � � � , SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE additional screw shall be laced 1-1/4 in. from each edge of the board. P 9 � F � f sound control.; partition perimeter or u ; with 1 In. long Type S coated steel screws spaced 8 In. OC starting 4 in. from the edge of the board at the: vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum v 4Es 7. Furring Channels - (Optional, not shown, for single or double layer systems) -Resilient furring channels N-� UNITED STATES GYPSUM CO - Type AS YP In starting 4 In. from the board boards are to be secured to the top and bottom track with screws spaced 8 . OC s g edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints UNITED STATES GYPSUM CO - 1/2 In. thick Type C, IP-X2, IPC-AR or; SJ8 in. thick T YP Type SCX, SGX, SHX, s fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item SA and SE. r y t - are to be backed as outlined under section VI of Volume 1 In the Fire Resistive Directory. wry, III AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR 3/4 In. thick Types IP-X3 or ULTRACODE ; 7A. Framing Members* - (Not Shown) - (Optional on one or both sides, not shown, for single or double 11. Lead Batten Strips - (Not Shown, For Use With Item SB) -Lead batten strips, min 1-1/2 in. wide, max ( CGC INC - Type SCX. sF layer systems) - As an alternate to Item 7, furring channels and Steel Framing Members as described below: 10 ft long with a max thickness of 0.125 In. Strips placed on the Interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S- 12 pan head steel screws, one at the top of the strip and r USG MEXICO S A DE C V - 1/2 in. thick T C, IP-X2, IPC-AR or; 5/8 in. thick T AR, C, IP-AR, IP-Xl, Type Type = a. Furring Channels - Formed of No. 25 MSG aiv steel. 2-3/8 In. wide b 7/8 in. de g 9 Y deep, �; �P one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification Y 9 "C". ^ IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE spaced max. 24 In. OC perpendicular to studs. Channels secured to studs as described in p QQ-L-201f, Grade Lead batten stops required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints.e UNITED STATES GYPSUM CO - Type SCX, SGX. yi Item b. Gypsum board attached to furring channels as described in Item 6. Not for use Item SA 5E. N with and s 11A. Lead Batten Strips - (Not Shown, For Use With Item 5H) Lead batten strips, 2 in. wide, max 10 ft long, 5H. Gypsum Board* - (Not Shown) - As an alternate to Item 5 when used as the base layer on one or both tt b. Steel Framing Members* - Used to attach furring channels (Item 7Aa) to studs with a max thickness of 0.0625 in. Strips placed on the face of studs and attached to the stud with two min. 1 ' USG MEXICO S A DE C V - T SCX. Type sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2B,_ R P Y (Item 2). Clips spaced max. 48 in. OC. RSIC-1 clips secured to studs with No. 8 x 1-1/2 in. to min. T S-8 n head steel screws, one at the to of the strip and one at the bottom of the strip or n9 Type Pa P P P ' (not to be used with Item 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in, shown in Item i in. minimum self drilling, 5-12 steel screw through the center grommet. RSIC-V clips with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have "C". N 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed um panels with 9YPs P e. � secured to studs with No. 8 x 9/I6 in. minimum self -drilling, 5-12 steel screw through a( Lead batten strips uired behind purity n9 Prequired a purl of 99.9% meeting the Federal specification QQ-L-201f, Grade vertical joints of lead backed wallboard (Item 6) and optional at remaining stud locations. -= beveled, ware or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 the center hole. Furring channels are friction fitted into clips. gypsum 5D. Gypsum Board* - (As an alternate to Item 5) - 5/8 in. thick, 48 in. wide, applied vertically or horizontal) Secured as described in Item 6. For use with Items 1 and 2 only. Y• Y• i` r= § stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 28 with 1-1/4 in. Ion T S-12 steel screws spaced 8 in. OC at animater and 12 in. OC in the field. To be used with Lead g Type R P _ PAC INTERNATIONAL INC - Types RSIC-1, RSIC-V. YP '< _ 12. Lead Discs or Tabs (Not Shown, For Use With Item 5B) Used in lieu of or in addition to the lead discs ' Batten Strips (see Item 11A) or Lead Discs (see Item 12A).: batten strips (Item 11) or optional at other locations -Max 3!4 in. diam by max 0.125 in. thick lead fitted heads 1/2 in. by 1-1/4 in. by 0.125 in. thick lead UNITED STATES GYPSUM CO - Type USGX. w compression or adhered over steel screw or max max http //database.W.com/-..ANSI/UL+263&objid=1074330521&cfgid=1073741924&version=versionlessk&pama -id=1073984818 @.sequence=1[2/15/2012 4:32:44 PM] http://database.iA.con/...ANSI/UL+263&objid�1074330521.&cfgic=1073741824&version-versionless&parent id=1073984818&sequence=1[2/15/2012 4:32:44 PM] bttp://database.it.con/-ANSI/UL+263&objid=1074330521&cfgid=1073741824&versiorr=versiordess&pamt id=1073984818&segaence-l[2/15/2012 4:32:44 PM] http://database.ul.can/...ANSI/UL+263&objid=1074330521&cfgid=1073741824&version!=versiodess&parent id--1073984818&sequence=l[2/I5/2012 4:32:44 PM] FIRE RATED ASSEMBLY - UL U419 - 2 HOUR RATED PARTITION N.T.S. 3, Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only.)- (Not Shown) - 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in, thick structural 1 sheathing (plywood) complying with DOC PSI or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel skids, Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self -drilling tapping screws with a min, head diam, of 0,292 in, at maximum 6 in. OC, in the perimeter and 12 in, OC, in the held, When used, fastener lengths for gypsum panels increased by min, 1/2 in. 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or MZ) Categories for names of Classified companies. 4a Batts and Blankets* — (Optional) — Placed in sled cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZ)Z) Categories for names of Classified companies. 5. Gypsum Board` — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered, Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) sbggerred a min of 12 in, The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows; Gypsum Board Protection on Each Side of Wall Min Min No. of Min Stud Stud Layers Thins of RA41% is 11Ar i6 a T166" Tswrdwiiww STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE 8a DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 I1111111////,,/// o o / — \I %c R 014815 R/ E I iDI I I IA %\G \\\\\\\ If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. �P O �► 3 � v CAN CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM < Ln M 00 J W M J J J M LL. - O >—J CO V)O Z = w J Q oc DC w N>- O _ f— N W w � IV Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: FIRE PROTECTION DETAILS - UL No. U419 A811 I've- I I I 1 1_111 111'1 '' INTERIOR PERSPECTIVE 4 INTERIOR PERSPECTIVE 3 STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 Stefano De Luca Florida Registered Architect AR0014815 OF F ` tp 4 O \ ���F co - I = A 0014815 ,' \ _ — / mod►` FR E D AR���``��� IIIIIIII00A��� If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. v�`p 3 � � +iC A N G4� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM o � oc � <t In M 00 W M l0 J .J J M = O O CO J J J L1J 0" Q LU N 0 O _ H a. N ('0 w r--.. N Issue Record: 10.14.20 BID SET 01.20.21 PERMITSET CONSTRUCTION SET Revisions: Drawn: Checked: ARL SDL Project No. SDLA1927 DATE: 10.14.20 Contents: INTERIOR PERSPECTIVES INTERIOR PERSPECTIVE 2 INTERIOR PERSPECTIVE 1 66'-7"f FOUNDATION PLAN SCALE: 3/16"=1'—O" 1. RECOMPACT EXISTING SUBGRADE TO 95% COMPACTION AND TESTED BY GEOTECHNICAL ENGINEER. 2. C.J.- INDICATES SAW CUT CONTROL JOINTS AT 12'-0" ox. E.W. MAX. TYP. I I I I I I I I I I I I I I I I I I I I EXHAUST HOOD, I I SEE ATTACHMENT I r� Fr----------- y--------1 I DETAILS ON S-2 1 r l EXIST. 241<7 JOIST EXIST. 24K7 JOIST , T I I G ; 1200# I I SEE TYPICAL ROOF OPENING ; DETAIL ON SHEET S-2 I I L------------- I I M E , 1 --------------- EXIST. 24K7 JOIST — I 650# — — EXIST. 241<7 JOIST — — — 1 r--------------- 300 I EXIST. 241<7 JOIST EXIST. 241<7 JOIST 00 SEE TYPICAL ROOF OPENING 3 I DETAIL ON SHEET S-2 RTU-2 N 1350# I EXIST. 24K7 JOISTIM w EXIST. 24K7 JOIST _ 1 I I I I I I I CONDENSING UNITS ON ALUMINUM STANDS BY SPECIALTY ENGINEER. 1100# SEE SHEET S-2 FOR ATTACHMENT TO EXISTING JOISTS. (G.C. SUPPLIED) I EXIST. 24K7 JOIST EXIST. 24K7 JOIST 1 I I I I 1 EF-2 i RTU-1 Ell I ® 100# I 1350#E - 1 1 1 EXIST. 24K7 JOIST — — — — — — — — EXIST. 24K7 JOIST — — — - - 1 1 200# 100# 1 II SEE TYPICAL ROOF OPENING I DETAIL ON SHEET S-2 II , I I EXIST. 24K7 JOIST EXIST. 24K7 JOIST — — L_______________�_ 1 I I I I 1 I I I I , I�._ _______________________J IL__________________._ � i------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ NEW SL/ (SEE PLHIv) SECTION 1 3/4"=1'—O" S-1 TRENCH DRAIN (SEE ARCH'L.) Io.c. TYP. SLOPE (SEE ARCH'L.) SLOPE (SEE ARCH'L. 1'-4 THICKENED SLAB (T.S.) W/ 2 #5 CONT. SECTION 2 3/4"=1'—O" S-1 1►1_2►'d�9 V-IX61►we] :L161:1 SECTION 3 3/4"=1'—O" S-1 NEW SLAB — (SEE PLAN) 6" MIN. EMBEDMENT EXISTING SLAB (SEE PLAN) EXISTING CMU WALL ING FOOTING DRILL AND EPDXY 12" LONG #4 BAR @ 12"o.c. GRIND SMOOTH PROJECTED END SECTION 4 3/4"=1'—O" S-1 PERMIT SE T O1 /20/21 STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954) 927-2690 F (954) 367-3494 COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM Q L.n M J J J oC O O = C0 z J � = W W Q N C� >- O LU C.1D W � N Issue Record: 10.14.20 BID SET 01,20.21 PERMIT SET CONSTRUCTION SET ® Revisions: A 12.29.20 CODE CHANGE Drawn: Checked: CJB PJR Project No. ROOF FRAMING PLAN O Contents: SCALE: 3/16"=1'-0" ROOF FRAMING PLAN NOTES: / � � ,I � I FOUNDATION & ROOF 1. REFER TO ARCH'L. FOR LOCATION OF ALL MECH. UNITS. 1 j / l O'Donnell, Naccarato, Mignogna Jackson FRAMING PLANS 2. G.C. TO VERIFY ALL EXISTING JOIST CONDITIONS MATCH DRAWINGS. STRUCTURAL ENGINEERS 3. ALL EXISTING ANGLE BRACING TO REMAIN. % 1LrE1i.iIAvccnmr) cIIITCOn/ .:_ ..___.__. HILIP J. RIZZ P.E. FLORIDA REG. #60998 S-1 CONTRACTOR NOTE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND STEEL CONTINUED SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. O'DONNELL, NACCARATO, MIGNOGNA & JACKSON, INC. IS NOT 2. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION RELATED SAFETY PRECAUTIONS AND PROGRAMS. PROCEDURE" (AWS D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. CODES AND STANDARDS 3. ALL ALUMINUM AND STEEL MEMBERS TO BE TREATED OR PROPERLY SEPARATED TO PREVENT GALVANIC AND CORROSIVE EFFECTS. 1. WIND LOADS AS PER: PRE 4. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. A. FLORIDA BUILDING CO E 7TH EDITION (2020),N ULTIMATE WIND SPEED OF 140 MPH, C, t0.18 5. EQUIPMENT SUPPORTS: INTERNAL PRESSURE COEFFICIENT. PROVIDE ALL SUPPORTING STEEL NOT INDICATED ON PLAN AS REQUIRED 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE- FOR THE INSTALLATION OF MECHANICAL EQUIPMENT AND MATERIALS, 1 INCLUDING ANGLES, CHANNELS, BEAMS, HANGERS, ETC. DO NOT SUPPORT A. FLORIDA BUILDING CO E 7TH EDITION (2020). EQUIPMENT OR PIPING FROM METAL DECKING. 3. ARCHITECTURAL AND MECHANICAL DRAWINGS: SHOP DRAWINGS A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS 1. THE SHOP DRAWINGS SHALL BE SUBMITTED IN COMPLETE PACKAGES FOR THE AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION FOLLOWING: REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, A. CONCRETE MIX DESIGNS MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. 2. PRE-ENGINEERED ITEMS SHALL BE SUBMITTED SIGNED AND SEALED BY A SPECIALTY B. REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS ENGINEER REGISTERED IN THE STATE OF FLORIDA. FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS SETTINGS, DRAINS, REGLETS, ETC. C. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. E. ALL STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN STEEL JOIST (SEE PLAN) LOADS LISTED ONLY AS COMPLETED STRUCTURES. THE GENERAL CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT WORK L4x4xY4" (SEE TYPICAL JOIST REINFORCING IN PROGRESS UNTIL THE STRUCTURES ARE COMPLETED. THE AT CONCENTRATED LOAD DETAIL) GENERAL CONTRACTOR SHALL ALSO INSURE THAT ITS OPERATIONS AND PROCEDURES PROVIDE NO LOADING GREATER THAN THE DESIGN HEAVY DUTY WASHER W/ NUT. LOADS LISTED ON ANY MEMBER. (AT TOP AND BOTT. OF ANGLE) 4. SECTIONS AND DETAILS: SCREW NUT MIN. 2" DOWN FROM 7 TOP OF THREADED ROD & TACK ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE WELD INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS Y4 ELSEWHERE UNLESS OTHERWISE SHOWN. TYP. SPECIALTY ENGINEERED PRODUCTS 1. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SPECIALTY ENGINEERED SHOP DRAWINGS WHICH SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND SUPPORT CONCENTRATED LOAD - COORDINATE WITH EQUIPMENT SUPPLIER IF NOT STATED ON DRAWINGS - ADDITIONAL "X"-BRIDGING ® CENTER LINE OF EQUIPMENT SUPPORT (EACH SIDE OF JOIST) STL JOIST HANGER ANGLE 4x4xY4" THK L 2 1 /2"x 2 1 /2"x 1 /4" FOR MECH. EQUIPMENT OR (MIN. WEB REINF. FOR ACCESSORY BY EQUIPMENT JOIST). SUPPLIER Y4 TYP. TYPICAL JOIST REINFORCING AT CONCENTRATED LOAD N.T.S. EXISTING METAL DECK SEE MECH. DWGS (TYPICAL) FOR OPENING SIZE CONNECTIONS BY SUPPLIER MAKE UP AIR UNIT CURB AND ALL CON PER NOA EXISTING ROOF DECH JOISTS TOP PANEL f 6"x4"x5/16" STL. ANGI r w 0 > U JOISTS BOTT. PANEL POINT ' \ EXIST. STEEL JOIST ANGLE L2Y2"x 2)2"x Y4" TRANSFER ANGLE TO JOIST BOTTOM PANEL POINT (TYP.) (SEE TYPICAL JOIST REINFORCING ® CONCENTRATED LOAD DETAIL) TYPICAL MAKE UP AIR (MAU-1) CURB ATTACHMENT DETAIL N.T.S. RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE G.C. VERIFY G.C. VERIFY DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT L 5 x 5 x 3/8 (LLv) Y4 AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR )2"0 THREADED ROD LOCATE ROD WITHIN 2" OF JOIST -TYPICAL 4 SIDES LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL (CONNECTION TO HOOD BY PANEL POINT. OTHERWISE BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: MANUF.) SEE TYP. JOIST REINFORCE JOIST FOR POINT LOAD. L 6 x 4 x 3 8 CLIP EXHAUST FAN A. LIGHT GAUGE METAL, INCLUDING BUT NOT LIMITED TO, SOFFITS, CLADDING, REINFORCING AT CONCENTRATED SEE TYPICAL JOIST REINFORCING (4 REQUIRED) CEILINGS, ETC. LOAD FOR MORE DETAILS DETAIL ON THIS SHEET. CURB AND ALL CONNECTIONS EXISTING STEEL JOIST PER NOA B. MISCELLANEOUS METALS INCLUDING STEEL STAIRS, MECHANICAL EQUIPMENT (SEE TYP. JOIST REINFORCING SUPPORTS, FRAMES THAT SUPPORT MACHINES, PIPES OR OTHER STRUCTURAL ® CONCENTRATED LOAD DETAIL) METAL USED FOR SUPPORT OF MECHANICAL SYSTEMS. SUPPORT LOCATED BETWEEN STEEL JOIST 1. PROVIDE AT PERIMETER OF ALL ROOFTOP C. MISCELLANEOUS HANGERS, CHANDELIERS, CABINETS, METAL FRAMES, LADDERS, MECHANICAL UNITS AND OPENINGS AS REQUIRED. RIGGING, HANGING WALLS, RAILINGS, GLAZING FRAMES, CLADDING SUCH AS 2. SEE MECH. DWGS FOR OPENING SIZE & LOCATION. EXISTING ROOF DECK STONE, PRECAST, ALUMINUM, METAL PANELS, CABLE BARRIER SYSTEMS, ETC. HEAVY DUTY WASHER W/ 3. PROVIDE L 3 x 3 x 5/16 AT ROOF SUMPS OR ANY OTHER MISCELLANEOUS PRODUCT REQUIRED BY ANY OF THE CONSTRUCTION NUT. (TOP AND BOTT. OF DOCUMENTS. N BOTT. CHORD) SCREW NUT TYPICAL ROOF OPENING DETAIL JOISTS FOR RTU'S MIN. 2" DOWN FROM TOP OF A JOISTS TOP PANEL POINT D. IN ADDITION TO THE LOADS SHOWN IN THE DESIGN LOAD SCHEDULE, THE SPECIALTY ENGINEER SHALL DESIGN FOR THE WEIGHT OF ALL MECHANICAL, THREADED ROD & TACK WELD N.T.S. PLUMBING AND ELECTRICAL EQUIPMENT AND FIXTURES, AS WELL AS CHANDELIER EXISTING CURB FIXTURES, BAR CABINETS, AND ART WORK / MOBILES. _ TO BE REMOVED GENERAL CONTRACTOR TO INCLUDE IN THEIR BID THE COST OF THE ABOVE NOTED SPECIALTY STEEL JOIST BOTT. CHORD ENGINEERING. (WEBS OF JOIST NOT SHOWN Y2" 0 THREADED ROD ADDITIONS/RENOVATIONS FOR CLARITY) MANUF.) TION SEE TYOPHOJOIDST Y CONNECTIONS BY SUPPLIER 6"x4"xis' STL. ANGLE FRAME REINFORCING AT CONCENTRATED 1. ALL EXISTING CONDITIONS, DIMENSIONS, LOCATIONS AND ELEVATIONS OF EXISTING LOAD FOR MORE DETAILS EXISTING STEEL /- NEW 1 1 /2" TYPE B STRUCTURES SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE GENERAL PnnF FIF(K �� CA R(1r1F f1F('K CONTRACTOR CONTRACTOR IN THE FIELD AND COORDINATED WITH THE NEW CONSTRUCTION PRIOR TO PREPARATION OF WORKING OR SHOP DRAWINGS OR FABRICATION AND COMMENCEMENT OF ANY WORK. IF DISCREPANCIES ARE DISCOVERED BETWEEN EXISTING CONDITIONS AND CONTRACT WORK, THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER PRIOR TO PERFORMANCE OF ANY WORK. 2. PRIOR TO SHOP DRAWING PREPARATION, THE GENERAL CONTRACTOR IS TO INVESTIGATE AND VERIFY ACTUAL FIELD CONDITIONS, EXPOSED OR CONCEALED AND TAKE INTO ACCOUNT ANY POSSIBLE CONSTRUCTION INTERFERENCES AND RELOCATIONS OF, BUT NOT IW/ ARCH'L. DWGS. & HOOD MANUF. LIMITED TO STRUCTURES, EQUIPMENT, UTILITIES, CABLES, DUCT LINES, PIPING, V.U. MAY NUI UKILL ANY DRAIN LINES, ETC. HOLES IN THE EXISTING JOISTS 3. ANY PORTION OF EXISTING STRUCTURE ADJACENT TO THE CONSTRUCTION WHICH MAY BY DISTURBED OR DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE SUPPORT LOCATED AT STEEL JOIST RESTORED BY THE CONTRACTOR TO A CONDITION AS GOOD AS BEFORE THE COMMENCEMENT OF THE WORK AT NO ADDITIONAL COSTS TO THE OWNER. 4. EXISTING STRUCTURE SHALL BE PROTECTED, MAINTAINED AND SUPPORTED DURING TYPICAL HANGING HOOD DETAILS THE CONSTRUCTION WORK. N.T.S. FOUNDATION 1. SOILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED SOILS ENGINEER BEFORE COMMENCING WORK. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. NOTE: HOOD LOAD DESIGNED TO SPREAD OVER (12) SUPPORTS (*). I LOCATE ROD WITHIN 2" OF JOIST CONTACT ENGINEER IF MODIFIED PANEL POINT. OTHERWISE * ALL FACTORY INSTALLED SUPPORT REINFORCE JOIST FOR POINT LOAD. ANGLES SHALL BE SUPPORTED BY A SEE TYPICAL JOIST REINFORCING DETAIL ON THIS SHEET. THREADED ROD. COORD. LOCATIONS 2. EXCAVATION & BACKFILL: G.C. COORDINATE: SPECIALTY ENGINEER TO A. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND ATTACH BASE TO STEEL DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANGLE, NOT JOIST. ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. ADDITIONAL "X"-BRIDGING - B. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT ® CENTER LINE OF OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. EQUIPMENT SUPPORT 3. DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL (EACH SIDE OF JOIST) DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL 7 DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ALUMINUM CONDENSER UNIT RACK BY SPECIALTY ENGINEER (SEE ARCH'L FOR ALL OTHER INFO) EXISTING METAL DECK I ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. - CONCRETE 1. CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS: A. SLAB -ON -GRADE 3000 PSI \ TYP. Y4 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: TYP. EXISTING STEEL JOIST Y4 A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS. (SEE TYP. JOIST REINFORCING B. SLUMPS SHALL BE 4" MINIMUM AND 6" MAXIMUM. L6x4x%' CLIP @ JOIST ® CONCENTRATED LOAD DETAIL) BEARING (TYP.) C. CONCRETE SHALL HAVE 3 t 1 PERCENT AIR ENTRAINMENT. L6x4x3/6" THK LLH ALL ALUMINUM AND STEEL MEMBERS TO BE TREATED OR PROPERLY SEPARATED TO D. ALL CONCRETE TO HAVE MAXIMUM WATER / CEMENT RATIO OF 0.55. STEEL ANGLE PREVENT GALVANIC AND CORROSIVE EFFECTS. E. JOBSITE WATER SHALL NOT BE ADDED. TYPICAL ALUMINUM C.U. 3. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI LATEST EDITION), THE ACI DETAILING MANUAL 315/ LATEST EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL RACK ATTACHMENT DETAIL (ACI CONCRETE FOR BUILDINGS (ACI 301/ LATEST EDITION). N.T.S. 4. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O.C. CRITERIA FOR C.U. RACK: -110 psf WIND PRESSURE 5. REQUIREMENTS: WWF SHALL COMPLY WITH ASTM A 185. -DIMENSIONS AND WEIGHT: VERIFY WITH MEP AND ARCH'L. STEEL 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO: A. ASTM SPECIFICATION A 36 FOR MISCELLANEOUS STEEL SHAPES (ANGLES, PLATES, ETC.).NEW STEEL COLUMNS TO BE A500 GRADE B (fy = 46 KSI). B. ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. C. DELETE PAINT ON ALL STEEL TO RECEIVE SPRAYED ON FIREPROOFING OR CONCRETE ENCASEMENT. ULTIMATE COMPONENT & CLADDING WIND DESIGN PRESSURES PRESSURES BASED ON V,., 1 Kd IS INCLUDED ROOF WIND LOADS (10 SQ. FT) WALL WIND LOADS (SEE NOTE 1) WALL AREA 1 1' 2 3 4 5 PRESSURE (PSO. +18.0 +18.0 +41.0 +41.0 +41.0 +41.0 SUCTION (PSF) -71.0 -41.0 -93.0 -127.0 -44.0 -5 0 W EXISTING ANGLES - AROUND OPENINGS DETAIL A N.T.S. EXISTING STEEL ROOF DECK EXISTING ANGLES - AROUND OPENINGS DETAIL B N.T.S. 5'-6" MAX. A LOI A L pl lO NEW DECK z - _ z 'CnI IN B XI B IX w. w ANGLE BEYOND EXISTING CURB TO BE REMOVED CONNECTIONS BY SUPPLIER NEW 1 1/2" TYPE B 22 GA. ROOF DECK ANGLE BEYOND INFILL OF EXISTING OPENING IN ROOF DETAIL N.T.S. w ALLOWABLE COMPONENT & CLADDING WIND DESIGN PRESSURES PRESSURES BASED ON V_ 1 Kd IS INCLUDE ROOF WIND LOADS (10 SQ. FT.) WALL WIND LOADS (SEE NOTE 1) WALL AREA 1 1' 2 3 4 5 PRESSURE (PS) +11.0 +11.0 +25.0 +25.0 +25.0 +25.0 SUCTION (PSF) -43.0 -25.0 -56.0 -76.0 -27.0 1• EXTERIOR GLAZED P N I B S H Y FL I BUILDING C 7TH EDITION (2020) BY 1• EXTERIOR GLAZED P I B D G H I BUILDING C E 7TH EITHER BEING DESIGNED FOR IMPACT RESISTANCE OR BEING PROTECTED BY IMPACT P TI S S. EITHER BEING DESIGNED FOR IMPACT RESISTANCE OR BEING PROTECTED BY IMPACT 02. WIND DESIGN PRESSURES NOTED MAY BE MULTIPLIED BY (NOMINAL) 2. REFER TO STRUCTURAL NOTES FOR ALL WIND LOAD PARAMETERS. WIND PRESSURES OF TESTED ASSEMBLIES. PER SECTIO 1609.1.3 OF FBC 7TH EDITION (2020). 3. CORNER DISTANCE, A = 7 FEET 3. REFER TO STRUCTURAL 0 S OR LL WIND LOAD 1 4. CORNER DISTANC �T' rdff. k JOISTS BOTT. PANEL POINT-� ANGLE L2Y2"x 2Y2"x Y4" TRANSFER ANGLE TO JOIST BOTTOM PANEL POINT (TYP.) (SEE TYPICAL JOIST REINFORCING ®CONCENTRATED LOAD DETAIL) EXIST. STEEL JOIST TYPICAL EXHAUST FAN (EF-1) CURB ATTACHMENT DETAIL N.T.S. EXHAUST FAN CURB AND ALL PER NOA EXISTING ROOF JOISTS TOP PA 6"x4"x�6" STL JOISTS BOTT. PANEL POINT ANGLE L2Y2"x 2Y2"x Y4" TRANSFER ANGLE TO JOIST EXIST. STEEL JOIST BOTTOM PANEL POINT (TYP.) (SEE TYPICAL JOIST REINFORCING @ CONCENTRATED LOAD DETAIL) TYPICAL EXHAUST FAN (EF-2) CURB ATTACHMENT DETAIL I I 1 2 I II I 0 r � 1 I I I I I I I I I 10.6h I I I I I I i I I I I I I I I I I I I I L___----J I I I L_ _J N.T.S. A A F] I I 5 I I I I ELEVATION CURB AND ALL CONNECTIONS PER NOA L5x5x3/8 - SEE TYP. ROOF OPENING DETAIL ON THIS SHEET EXISTING METAL ' DECK IF ROOF STRUCTURE IS SLOPING, PROVIDE SOLID EXIST. STEEL JOIST (SEE _ __ STEEL SHIMS ® 12" o.c. PLAN) a MAX. TO LEVEL CURB MECHANICAL UNIT ROOF ATTACHMENT N.T.S. RTU CURB TO MAINTAIN 8" CURB HEIGHT ABOVE FINISHED ROOF. SEE ARCH DWG FOR MORE INFORMATION. CURB AND ALL CONNECTIONS PER NOA -•-HSS6x3x1 /4" a EXISTING METAL DECK �/ 1-8 L5x5x3/8 Ye l EXIST. STEEL JOIST (SEE ^^ PLAN) `�- IF ROOF STRUCTURE IS SLOPING, PROVIDE SOLID STEEL SHIMS ® 12" o.c. MAX. TO LEVEL TUBE STEEL ALTERNATIVE MECHANICAL UNIT ROOF ATTACHMENT N.T.S. EXTENSION OF RTU CURB TO MAINTAIN 8" CURB HEIGHT ABOVE FINISHED ROOF. PERMIT SET 01 /20/21 STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954)927-2690 F (954)367-3494 COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. V 1 " f"j C A G� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM 0 r -1 OC RZT f\ Q L n 00 ro <O J w M M J J J L L ilY O 0 >- m = J J z CL J = GC IV 0 czj- d" L.0 Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET ® Revisions: i&12.29.20 CODE CHANGE Drawn: Checked: CJB PJR Project No. Contents: STRUCTURAL NOTES & TYPICAL DETAILS -2 I, I Consultant: FIRE PROTECTION MATERIAL SCHEDULE CATEGORY APPLICATION ALLOWABLE MATERIAL EXPOSED STRUCTURE CEILING CHROME UPRIGHT GYPSUM BOARD CEILING CHROME RECESSED PENDANT WITH CHROME ESCUTCHEON STONEWOOD CONCEALED PENDENT WITH BLACK COVER PLATE SPRINKLER HEAD CHROME RECESSED LAY -IN CEILING PENDANT WITH CHROME ESCUTCHEON WALK-IN COOLER FREEZE -PROOF PENDANT FIRE PROTECTION SCHEDULE ROOM NUM. DESCRIPTION CEILING HEIGHT HAZARD 100 MAIN ENTRY EXPOSED STRUCTURE VARIES LIGHT 101 DINING EXPOSED STRUCTURE VARIES LIGHT 102 UTENSIL STONEWOOD 8'-3" LIGHT 103 PASSAGE GYPSUM BOARD 9'-0" LIGHT 104 POS GYPSUM BOARD 9'-0" ORD. HAZ. 1 105 ORDERING EXPOSED STRUCTURE VARIES LIGHT 106 SERVING GYPSUM BOARD 9'-0" ORD. HAZ. 1 107 COOKING LAY -IN 10'-0" ORD. HAZ. 1 108 KITCHEN LAY -IN 10'-0" ORD. HAZ. 1 109 OFFICE LAY -IN 9'-0" LIGHT 110 COOLER INTEGRAL 9'-4" ORD. HAZ. 1 111 MIENS GYPSUM BOARD 8'-0" LIGHT 112 WOMENS GYPSUM BOARD 8'-0" LIGHT FIRE PROTECTION SCHEDULE NOTES A CEILING HEIGHT SHOWN IS APPROXIMATE. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT CEILING HEIGHT. FIRE PROTECTION GENERAL NOTES A FIRE PROTECTION WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE, NFPA, LOCAL FIRE DEPARTMENT STANDARDS, AND THE AUTHORITY HAVING JURISDICTION. SEE ARCHITECTURAL SHEETS FOR THE PREVAILING CODES. B EXISTING FIRE PROTECTION SYSTEM: EXISTING WET PIPE SPRINKLER SYSTEM WITH DISTRIBUTION THROUGHOUT SPACE. C FIRE PROTECTION SCOPE OF WORK: MODIFY THE EXISTING HEAD LAYOUT IN THE SPACES SHOWN TO SUIT THE NEW FLOOR PLAN. PROVIDE NEW HEADS AND PIPING AS NECESSARY FOR A COMPLETE SYSTEM. PROVIDE HYDRAULIC CALCULATIONS FOR REVISED FIRE PROTECTION SYSTEM. D EXISTING FIRE ALARM SYSTEM: EXISTING ADDRESSABLE FIRE ALARM SYSTEM WITH FACP IN ADJACENT BASE BUILDING RISER ROOM. E FIRE ALARM SCOPE OF WORK: MODIFY ANY EXISTING EQUIPMENT IN SPACE TO FITTHE NEW FLOOR PLAN. PROVIDE NEW DEVICES AS NECESSARY FOR A COMPLETE FIRE ALARM SYSTEM. F COORDINATE HEAD AND DEVICE LAYOUT WITH EXPOSED DUCTWORK, LIGHT FIXTURES, HVAC EQUIPMENT, ARCHITECTURAL CEILING ELEMENTS, AND WALL -MOUNTED EQUIPMENT. SEE ARCHITECTURAL, HVAC, PLUMBING, AND ELECTRICAL PLANS FOR LOCATIONS. PROVIDE HEADS AND DEVICES IN LAY -IN CEILINGS AT QUARTER POINTS ALONG LONG AXIS OF CEILING TILES. G SUBMIT FIRE PROTECTION AND FIRE ALARM SHOP DRAWINGS SHOWING HEAD AND DEVICE LAYOUTS TO ARCHITECT PRIOR TO SUBMITTING FOR PERMIT APPROVAL. H OBTAIN PERMITS, APPROVALS, AND INSPECTIONS FOR REVISED FIRE PROTECTION AND ALARM SYSTEMS. I CEILING HEIGHTS AND CEILING FIXTURE PLACEMENTS SHOWN ARE APPROXIMATE. SEE ARCHITECTURAL RCP FOR EXACT CEILING HEIGHTS AND CEILING FIXTURE DIMENSIONS. J IF A SLAT CEILING SYSTEM IS INSTALLED IN THE DINING ROOM WHERE IT WILL INTERFERE WITH THE PATTERN DEVELOPMENT OF SPRINKLER HEADS ABOVE THE SLAT CEILING (WITHIN 18" BELOW SPRINKLER HEADS) THEN PROVIDE INTERMEDIATE LEVEL IN -RACK PENDANT SPRINKLER HEADS IN SLAT CEILING SYSTEM PER THE ARCHITECTURAL DETAILS. K THE TERM "FURNISH" MEANS SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS. THE TERM "INSTALL" DESCRIBES THE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL UNLOADING, UNPACKING, ASSEMBLY, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS. THE TERM "PROVIDE" MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE. FOR REFERENCE ONLY: FIRE PROTECTION AND ALARM SYSTEMS ARE TO BE DESIGNED BY THE GENERAL CONTRACTOR /_ APPROXIMATELY 2400 SF NATIONAL E N G I N E E R I N G 4635 True an Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@nattQalengineering.com No. PE zz STATE OF ; 40 0 COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM c-1 00 f0 Ln M J (1) M — � J 0 `N z Co LU = _ fa QC a. L O N (-.0 cn kD r*-.. IV Issue Record: 10.14.20 _ BID SET 01.20.21 PERMIT SET CONSTRUCTION SET 1111111111111111 ARevisions: Drawn: Checked: JEJ MPC Project No. 2001004 Contents: FIRE PROTECTION PLAN FIRE PROTECTION PLAN 1/411 = 11-011 F100 ll 1 Lill 1L- I Consultant: SECTION 15732 - PACKAGED ROOFTOP AIR-CONDITIONING UNITS PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and Shop Drawings. B. Comply with ASHRAE 15. C. EER: Equal to or greater than prescribed by the energy code adopted by the Authority Having Jurisdiction. D. Warranties: Submit a written warranty, signed by the manufacturer, agreeing to the repair or replacement of components that fail within 5 years of Substantial Completion. PART 2 - PRODUCTS 2.1 PACKAGED UNITS, 5 TO 20 TONS A. Factory assembled and tested, consisting of compressors, condensers, evaporator coils, condenser and evaporator fans, refrigeration and temperature controls, filters, and dampers. 1. Refer to Rooftop Heating/Cooling Unit Schedule on drawing M600 for capacities, and manufacturers. 2. Evaporator Fans: Belt or direct driven, forward curved centrifugal. 3. Exhaust/Relief Fans: Direct drive, forward curved centrifugal or propeller. 4. Condenser Fans: Direct drive propeller. 5. Refrigerant Coils: Aluminum fins and copper coil. 6. Compressors: Serviceable hermetic or fully hermetic, with safety controls, hot gas bypass, and timed off controls. 7. Heat Exchangers: Gas fired, with gas controls, electronic ignition, high limit cutout, and forced draft proving switch. 8. Economizer controls (Comparative Enthalpy, 100% capacity). 9. Smoke Detectors: Photoelectric in supply and/or return as called for in schedule on sheet M600. 10. Operating Controls: Two stage heating and two stage cooling on units 7-1/2 tons and over. 11. Roof curb. 12. Control Wiring from T-stat to rooftop unit: Shall be 18ga / 7 conductor, rated for plenum applications. 13. Control Wiring from T-stat to remote sensor: Shall be a separate 18ga / 2 conductor shielded, rated for plenum applications. PART 3 - EXECUTION 3.1 INSTALLATION A. Install units level and plumb and firmly anchored. B. Connect gas piping to burner with pipe same size as gas train inlet, and provide union with sufficient clearance for burner removal and service. C. Install ducts to termination in roof mounting frames. Terminate ducts through roof structure. D. Connect units to wiring systems and to ground. END OF SECTION 15732 SECTION 15810 - DUCTS AND ACCESSORIES PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data for fire and smoke dampers. B. Comply with NFPA 90A for systems serving spaces more than 25,000 cu. ft. in volume or building Types II, IV, and V construction more than 3 stories in height. C. Comply with NFPA 90B for systems serving spaces in 1 or 2 family dwellings or serving spaces less than 25,000 cu. ft.. D. Comply with NFPA 96, "Ventilation Control and Fire Protection of Commercial Cooking Operations," for kitchen hood ducts. E. Comply with UL 181 and UL 181A for ducts and closures. F. Testing, Adjusting, and Balancing Agency Qualifications: AABC certified (to be furnished by Tenant). PART 2 - PRODUCTS 2.1 DUCTS A. Spiral Duct: Spiral Lock Seam, without insulation, G90 galvanized finish, ASTM A-653/924 1. Basis of Design Manufacturers: Lindab SPIROsafe, alternates to the basis of design must be submitted for review. 2. Fittings: Factory produced standing seam construction with internal sealing. Fittings with a major axis of 36" or smaller shall be 20 gauge. Fittings with a major axis of 37"-48" shall be 18 gauge. B. Galvanized Steel Sheet: Forming steel, ASTM A 653/653M, G90 coating designation. C. Duct Liner: ASTM C 1071, Type II, with an airstream surface coated with a temperature resistant coating. Thickness: 1-1/2 inch. R-value : 8. 1. Adhesive: ASTM C 916, Type I. 2. Mechanical Fasteners: Galvanized steel pin, length as required to penetrate liner plus a 1/8 inch projection maximum into the airstream. D. Joint and Seam Tape: Comply with UL 181A. E. Joint and Seam Sealant: Comply with UL 181A. F. Rectangular Metal Duct Fabrication: Comply with SMACNA's "HVAC Duct Construction Standard" for metal thickness, reinforcing types and intervals, tie rod applications, and joint types and intervals. 2.2 ACCESSORIES A. Volume -Control Dampers: Factory fabricated volume control dampers, complete with required hardware and accessories. Single blade and multiple opposed blade, standard leakage rating, and suitable for horizontal or vertical applications. B. Fire Dampers: Factory -fabricated fire dampers, complete with required hardware and accessories. UL labeled according to UL 555, "Fire Dampers". C. Flexible Connectors: Flame retardant or noncombustible fabrics, coatings, and adhesives complying with UL 181, Class 1. D. Flexible Ducts: Factory fabricated, insulated, round duct, with an outer jacket enclosing 2 inch thick, glass fiber insulation, R-value: 6.0, around a continuous inner liner. PART 3 - EXECUTION 3.1 INSTALLATION A. Duct System Pressure Class: Construct and install each duct system with 2 inch positive and negative duct pressure classifications. B. Conceal ducts from view in finished and occupied spaces. Except where noted as exposed. C. Avoid passing through electrical equipment spaces and enclosures. D. Support and connect metal ducts according to SMACNA's "HVAC Duct Construction Standard". E. Install duct accessories according to applicable portions of details of construction as shown in SMACNA standards. F. Install liner and/or insulation on ductwork per the material schedule on sheet M010. G. Install volume control dampers in lined duct with methods to avoid damage to liner and to avoid erosion of duct liner. H. Install fire and smoke dampers according to manufacturer's UL approved written instructions. I. Install fusible links in fire dampers. J. Provide saddle taps at tees for exposed ductwork. 3.2 TESTING, ADJUSTING, AND BALANCING A. The Tenant will supply an independent balance agent to to balance and adjust the HVAC installation. The balance agent will be responsible for any pulley or belt changes required. B. The GC is to have trained staffed available during the balancing to correct issues noted by the balance agent. C. The balance agent is to balance airflow within distribution systems, including submains, branches, and terminals to indicated quantities +/-10%. The hood exhaust system shall be balanced to a tolerance of -0+10% and the make-up air system to a tolerance of-10+0%. D. The balance agent is to supply a copy of the balance report to the Tenant, engineer and general contractor for review. END OF SECTION 15810 SECTION 15855 - DIFFUSERS, REGISTERS, AND GRILLES PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: None. PART 2 - PRODUCTS 2.1 OUTLETS AND INLETS A. All air terminal devices: 1. Refer to Grills, Registers, and Diffusers Schedule for equipment schedule 2. Manufacturer: As scheduled (NO SUBSTITUTIONS) 3. Material: As scheduled. 4. Finish: As scheduled. 5. Mounting: As scheduled. PART 3 - EXECUTION 3.1 INSTALLATION A. Coordinate location and installation with duct installation and installation of other ceiling and wall mounted items. B. Locate ceiling diffusers, registers, and grilles, as indicated on the architectural "reflected ceiling plans." Unless otherwise indicated, locate units in center of acoustical ceiling panels. END OF SECTION 15855 HVAC MATERIAL SCHEDULE ALLOWABLE CATEGORY APPLICATION MATERIAL RECT. LINED OR EXPOSED SUPPLY ROUND AS SHOWN, NO EXPOSED DUCT -SEALING MASTIC RECTANGULAR, NO EXPOSED RETURN EXPOSED DUCT -SEALING MASTIC RECTANGULAR OR ROUND EXPOSED GEN. EXHAUST AS SHOWN, NO EXPOSED DUCT -SEALING MASTIC RECT. OR ROUND AS CONCEALED, SUPPLY SHOWN, LINED OR INSULATED DUCT RECT. OR ROUND AS CONCEALED, RETURN SHOWN, LINED OR INSULATED RECT. OR ROUND AS CONCEALED, GEN. EXHAUST SHOWN RECTANGULAR 16 GA. BLACK IRON W/ WRAP OR UL 1978 CONCEALED, TYPE I FACTORY -MANUFACTURED HOOD EXHAUST DUCT W/ WRAP (SUBMIT SHOP DRAWINGS FOR FACTORY - MANUFACTURED DUCT PRIOR TO ORDERING FOR APPROVAL) HVAC GENERAL NOTES A GENERAL NOTES APPLY TO HVAC SHEETS. B WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS APPROVED AND AMENDED BY THE AUTHORITY HAVING JURISDICTION, INCLUDING APPLICABLE SECTIONS OF NFPA, THE MECHANICAL CODE, AND ANY INTERIM AMENDMENTS AT THE TIME OF THE PROPOSAL. PURCHASE PERMITS ASSOCIATED WITH THE WORK. OBTAIN INSPECTIONS REQUIRED BY CODE. SEE ARCHITECTURAL SHEETS FOR THE PREVAILING CODES. C CONTRACTOR AND SUBCONTRACTORS SHALL REVIEW A COMPLETE SET OF THE CONSTRUCTION DOCUMENTS. D COORDINATE WORK WITH THE WORK OF OTHER TRADES, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER, AND OF THE EXISTING CONDITIONS AT THE PROJECT SITE. E DRAWINGS FOR THE MECHANICAL WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWING SHALL NOT BE SCALED FOR EXACT MEASUREMENTS, REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE DUCTWORK, CONNECTIONS, OFFSETS, ACCESSORIES, AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM. F DUCT DIMENSIONS ON PLANS INDICATE DIMENSIONS OF INTERNAL FREE AREA. G PERFORATED CEILING DIFFUSERS SHALL BE 4-WAY UNLESS NOTED OTHERWISE. H COORDINATE ROOF WORK WITH THE OWNER'S CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. I UNLESS NOTED OTHERWISE RECTANGULAR DUCT ELBOWS GREATER THAN 45° SHALL BE MITERED ELBOWS WITH DOUBLE -THICKNESS TURNING VANES AND RECTANGULAR DUCT ELBOWS 450 OR LESS SHALL BE RADIUSED ELBOWS WITH AN INSIDE RADIUS OF AT LEAST 1/2 THE WIDTH OF THE DUCT. J REPLACE AIR FILTERS WITH NEW, CLEAN MERV 8 AIR FILTERS AT TURNOVER. K THE TERM "FURNISH" MEANS SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS. THE TERM "INSTALL" DESCRIBES THE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL UNLOADING, UNPACKING, ASSEMBLY, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS. THE TERM "PROVIDE" MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE. L PROVIDE LABELING CALLED FOR IN THE HVAC DRAWINGS USING ENGRAVED PHENOLIC PLATES. M PROVIDE P3000 12 GA. UNISTRUT WITH PG FINISH FOR DUCT SUPPORTS AND OTHER UNISTRUT IN AREAS EXPOSED TO VIEW. SLOTTED UNISTRUT AND OTHER UNISTRUT WITH HOLES IS NOT ACCEPTABLE. HVAC ABBREVIATIONS HVAC SYMBOLS AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE CEILING DIFFUSER CD CEILING DIFFUSER CU CONDENSING UNIT (E) EXISTING CEILING -MOUNTED EF EXHAUST FAN RETURN ER EXHAUST REGISTER OR EXHAUST REGISTER EXT'G EXISTING HD HOOD MUA MAKEUP AIR UNIT -� SUPPLY REGISTER OBD BLADE DAMPER RG RETURN GRILLE RTU ROOFTOP UNIT SR SUPPLY REGISTER VSC VARIABLE SPEED CONTROL o-1r RETURN GRILLE CO2AS TENANT'S CO2 ALARM SUPPLIER GC GENERAL CONTRACTOR Tr FLEXIBLE DUCT HES TENANT'S HVAC EQUIPMENT SUPPLIER HS TENANT'S HOOD SUPPLIER KES TENANT'S KITCHEN EQUIPMENT SUPPLIER MITERED CORNER WITH TURNING VANES TAB TENANT'S TEST AND BALANCE VENDOR DUCTWORK INTERNAL FREE TCC TENANT'S CABLING CONTRACTOR L DIMENSIONS TDC TENANT'S DUCT CLEANER (WIDTH/HEIGHT) TEMS TENANT'S ENERGY MANAGEMENT SYSTEM SUPPLIER RECTANGULAR TO ROUND DUCT TRANSITION TLS TENANT'S LIGHT/LAMP SUPPLIER TMB TENANT'S MENU BOARD SUPPLIER g DUCT -MOUNTED SMOKE DETECTOR TMS TENANT'S MILLWORK SUPPLIER TP TENANT'S PHONE SUPPLIER M MOTOR -OPERATED DAMPER TRS TENANT'S RAILING SUPPLIER MANUAL VOLUME DAMPER TSV TENANT'S SIGN VENDOR TUV TENANT'S UV SANITIZER SUPPLIER GREASE DUCT CLEANOUT WCS TENANT'S WALK-IN COOLER SUPPLIER WHS TENANT'S WATER HEATER SUPPLIER MITERED CORNER WITHOUT TURNING VANES TO GRIDPOINT THERMOSTAT OS GRIDPOINT ZONE SENSOR MODULE GRIDPOINT SUPPLY PROBE O PLAN NOTE: SEE PLAN NOTES LISTED ON THE SAME SHEET FOR NOTE MEANING CONNECT TO EXISTING XX-# EQUIPMENT TAG: SEE EQUIPMENT SCHEDULE ON SHEET M600 FOR EQUIPMENT INFORMATION A V AUDIOVISUAL REMOTE SMOKE DETECTOR ANNUNCIATOR WITH REMOTE KEY OPERATED RESET GRILL, REGISTER, OR DIFFUSER TAG: TAG NECK SIZE AIRFLOW [CFM) NATIONAL E N G I N E E R I N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@n VCnalengineering.com IIIII 7. YO,i PE5 3 STATE OF ;tORI We 1 �� I COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM 00 M L.Iri M J (1) M - 5 J O Mm LI Iz = cu O W N N N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: Drawn: Checked: J EJ M PC Project No. 2001004 Contents: HVAC SPECIFICATIONS M010 Consultant: 1 2 3 4 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 HVAC PLAN NOTES SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING MOUNTED EQUIPMENT LOCATION. TYPICAL. PAINT DUCTWORK VISIBLE THROUGH DINING ROOM SUPPLY REGISTERS AND RETURN GRILL BLACK. TYPICAL. REFER TO ARCHITECTURAL SHEETS FOR SUPPLY REGISTER ELEVATIONS AND LOCATIONS. 24/18 DUCT UP FOR TRANSITION TO RTU-1 RETURN CONNECTION IN ROOF CURB. RTU-1 SHALL HAVE AN INTEGRAL SMOKE DETECTOR MOUNTED IN THE RETURN AIR STREAM. INTERLOCK SMOKE DETECTOR TO RTU-1 OPERATION. 26/16 DUCT UP FOR TRANSITION TO RTU-2 RETURN CONNECTION IN ROOF CURB. RTU-2 SHALL HAVE AN INTEGRAL SMOKE DETECTOR MOUNTED IN THE RETURN AIR STREAM. INTO ERLOCK SMOKE DETECTOR TO RTU-2 OPERATION. 24/20 DUCT UP FROM BUILDING SUPPLY THROUGH ROOF. TRANSITION TO RTU-1 SUPPLY CONNECTION IN ROOF CURB. 24/20 DUCT UP FROM BUILDING SUPPLY TO RTU-2 SUPPLY CONNECTION. TRANSITION IN ROOF CURB. 16/16 DUCT UP THROUGH ROOF. TRANSITION TO MAU-1 SUPPLY CONNECTION IN ROOF CURB. 10/14 DUCTS UP FROM HOOD TO 20/14 DUCT THROUGH ROOF TO EF-1 COMPLIANT WITH NFPA 96. PROVIDE RADIUSED ELBOWS WITH AN INSIDE RADIUS OF 0.5W AT ELBOWS IN GREASE DUCT. 8/6 DUCT UP THROUGH ROOF TO EF-2. 16/10 DUCT DOWN TO MAKEUP AIR PSP DUCT CONNECTION. TRANSITION TO SUPPLY PLENUM OPENING SIZE. TYPICAL FOR 4. 8" DIA. DUCT DOWN TO AC PSP DUCT CONNECTION. TRANSITION TO SUPPLY PLENUM OPENING SIZE. TYPICAL. CAP UNUSED DUCT CONNECTIONS. INSTALL GRIDPOINT THERMOSTATS FURNISHED BY TEMS FOR RTU-1 AND RTU-2 AT THIS LCOATION AT 48" AFF. COORDINATE WITH ELECTRICAL SWITCHING IN THIS AREA. PROVIDE THERMOSTAT WIRING FROM EACH THERMOSTAT TO THE CORRESPONDING ROOFTOP UNIT. PROVIDE CAT5E CABLE FROM RTU-1 THERMOSTAT TO J-BOX #2 ABOVE ELECTRICAL PANELS (LEAVE 16" OF CABLE COILED UP INSIDE OF J-BOX #2 AND 16" BEHIND WALL OF THERMOSTAT FOR FINAL CONNECTION TO THE EMS SYSTEM BY THE TEMS) AND LABEL BOTH ENDS OF CABLE "TSTATS". PROVIDE CAT5E CABLE FROM RTU-1 THERMOSTAT TO RTU-2 THERMOSTAT (LEAVE 16" OF CABLE BEHIND WALL OF EACH THERMOSTAT FOR FINAL CONNECTION BY THE TEMS) AND LABEL BOTH ENDS OF CABLE "TSTATJUMPER". SEE GRIDPOINT INSTALLATION INSTRUCTIONS FOR TERMINATION INSTRUCTIONS. INSTALL GRIDPOINT ZONE SENSOR MODULE FURNISHED BY TEMS FOR RTU-1 AT THIS LOCATION 60" AFF DIRECTLY TO WALL (NO JUNCTION BOX). COORDINATE LOCATION WITH EQUIPMENT. PROVIDE 18G-24G SHIELDED TWISTED PAIR FROM ZSM TO RTU-1 THERMOSTAT T1 TERMINALS. SEE GRIDPOINT INSTALLATION INSTRUCTIONS FOR TERMINATION INSTRUCTIONS. INSTALL GRIDPOINT ZONE SENSOR MODULE FURNISHED BY TEMS FOR RTU-2 AT THIS LOCATION 66" AFF DIRECTLY TO WALL (NO JUNCTION BOX). COORDINATE LOCATION WITH EQUIPMENT. PROVIDE 18G-24G SHIELDED TWISTED PAIR FROM ZSM TO RTU-2 THERMOSTAT T1 TERMINALS. SEE GRIDPOINT INSTALLATION INSTRUCTIONS FOR TERMINATION INSTRUCTIONS. INSTALL GRIDPOINT SUPPLY PROBE FURNISHED BY TEMS FOR RTU-1 IN THE SUPPLY DUCTWORK UPSTREAM FROM THE FIRST BRANCH CONNECTION. PROVIDE 18G-24G SHIELDED TWISTED PAIR FROM SUPPLY PROBE TO RTU-1 THERMOSTAT T2 TERMINALS. SEE GRIDPOINT INSTALLATION INSTRUCTIONS FOR TERMINATION INSTRUCTIONS. INSTALL GRIDPOINT SUPPLY PROBE FURNISHED BY TEMS FOR RTU-2 IN THE SUPPLY DUCTWORK UPSTREAM FROM THE FIRST BRANCH CONNECTION. PROVIDE 18G-24G SHIELDED TWISTED PAIR FROM SUPPLY PROBE TO RTU-2 THERMOSTAT T2 TERMINALS. SEE GRIDPOINT INSTALLATION INSTRUCTIONS FOR TERMINATION INSTRUCTIONS. INSTALL REMOTE TEMPERATURE SENSOR FOR HOOD HD-1 AT THIS LOCATION 60" AFF. COORDINATE LOCATION WITH EQUIPMENT. PROVIDE (2) #18 G. THERMISTOR CABLE FROM TEMPERATURE SENSOR TO HOOD CONTROL PANEL. INSTALL KITCHEN HOOD, HD-1. SUPPORT HOOD PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND AS DETAILED IN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. INSTALL HOOD ACCORDING TO THE REQUIREMENTS OF ITS LISTING, IN COMPLIANCE WITH NFPA 96, THE BUILDING CODE, AND AUTHORITIES HAVING JURISDICTION. HOOD SHALL HAVE AN INTEGRAL DUCT COLLAR TEMPERATURE SENSOR TO AUTOMATICALLY ENERGIZE THE EXHAUST AND MAKEUP AIR FANS IF COOKING TEMPERATURES ARE DETECTED. EXHAUST DUCT SYSTEM TO BE WELDED OR FACTORY -MANUFACTURED WATER AND AIR TIGHT. INSTALL CLEANOUTS PER CODE AND AS SHOWN. INSTALL HOOD PER DETAILS 2 AND 4/M700. CHIPOTLE WILL PROVIDE AN INDEPENDENT TESTING AGENCY FOR TESTING THE INTEGRITY OF THE GREASE DUCT SYSTEM. INSTALL REMOTE CONDENSING UNIT FOR WALK-IN COOLER ON ROOF AS DETAILED IN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. INSTALL REFRIGERANT LINE SET, THERMOSTATIC EXPANSION VALVE, SOLENOID VALVE, TEMPERATURE CONTROL, SIGHT GLASS, FILTER DRIER, PRESSURE CONTROL, LOW AMBIENT CONTROLS, AND WEATHERPROOF HOUSING. TRAP AND SLOPE REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. INSTALLATION SHALL COMPLY WITH ASHRAE/ANSI STANDARD 15. INSTALL THE REFRIGERANT LINE SET UNDER THE ROOF DECK TO WITHIN 3' OF THE CONDENSING UNIT. CUT 2-1/2" HOLE IN WALK-IN COOLER ROOF FOR REFRIGERANT LINE SET AND SEAL PER THE COOLER MANUFACTURER'S INSTALLATION INSTRUCTIONS AFTER LINE SET IS INSTALLED. INSTALL REMOTE CONDENSER FOR ICE MACHINE ON ROOF AS DETAILED IN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. INSTALL REFRIGERANT LINE SET, THERMOSTATIC EXPANSION VALVE, SOLENOID VALVE, TEMPERATURE CONTROL, SIGHT GLASS, FILTER DRIER, PRESSURE CONTROL, LOW AMBIENT CONTROLS, AND WEATHERPROOF HOUSING. TRAP AND SLOPE REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. SEAL PIPING PENETRATIONS THROUGH ROOF. INSTALLATION SHALL COMPLY WITH ASHRAE/ANSI STANDARD 15. INSTALL THE REFRIGERANT LINE SET UNDER THE ROOF DECK TO WITHIN 3' OF THE REMOTE CONDENSER. IF REFRIGERANT PIPING TO ICE MAKER IS EXPOSED TO PUBLIC VIEW CONCEAL WITHIN A STAINLESS STEEL SHROUD AS SHOWN IN THE ARCHITECTURAL DRAWINGS. INSTALL ROOFTOP EQUIPMENT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND AS DETAILED IN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. INSTALL EXHAUST FAN EF-1 PER DETAIL 5/M700 AND AS DETAILED IN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. INSTALL GREASE VIROGUARD SYSTEM FURNISHED BY CHIPOTLE ON EXHAUST FAN, EF-1. PROVIDE SUPPLY DIFFUSER CONNECTION TO SUPPLY SYSTEM PER DETAIL 1/M700. TYPICAL. PROVIDE AUDIOVISUAL REMOTE SMOKE DETECTOR ANNUNCIATOR WITH REMOTE KEY OPERATED RESET. WIRE A UNIT BACK TO EACH SMOKE DETECTOR. MOUNT UNIT 60" AFF. TYPICAL. INSTALL REME HALO AIR PURIFIER FURNISHED BY TUV IN RTU PER DETAIL 6/M700. SEE ELECTRICAL DRAWINGS FOR POWER CONNECTION INFORMATION. INSTALL UV WARNING STICKERS ON FACE OF ENCLOSURE PER DETAIL AND ON ANY RTU ACCESS DOOR(S) THROUGH WHICH THE REME HALO WOULD BE VISIBLE IF OPENED. MAINTAIN 10' CLEARANCE BETWEEN WATER HEATER FLUE TERMINATION AND OUTSIDE AIR INTAKES. MAINTAIN 10' CLEARANCE BETWEEN WATER HEATER COMBUSTION AIR INTAKE AND EXHAUST FAN EF-1 DISCHARGE. SEE PLUMBING DRAWINGS FOR MORE INFORMATION ON WATER HEATER FLUE AND COMBUSTION AIR TERMINATIONS. NATIONAL E N G I N E E R IN G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@nationalengineering.com * No. PE 3 ' STATE OF �! _ �IOPJq� COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF TH;S DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. \CAHG� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM r-i 00 fC Lli M J Q) M J _ 0 LL 0° z UJ i CL Lr)� O N N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: Drawn: Checked: J EJ M PC Project No. 2001004 Contents: HVAC PLAN 2 HVAC ROOF PLAN ,100 1/8" =1'-0" 1 HVAC FLOOR PLAN M 100 1/4" = V-0" M100 i IIII I m _ Consultant: VIROGUARD SCHEDULE DUCT FURNISHED INSTALLED BASIS FOR DESIGN TAG QUANITITY DESCRIPTION CONNECTION SIZE FAN BY BY MANUFACTURER VG-1 1 VIROGUARD HOOD EXHAUST FAN ROOFTOP 18" X 18" CAPTIVE-AIRE TDC GC ENVIROMATIC CONTAINMENT SYSTEM I I NCA24HPFA AIR DOOR SCHEDULE TAG OPENING WIDTH AIRFLOW ELECTRICAL FURNISHED BY INSTALLED BY BASIS FOR DESIGN REMARKS MAX FPM AVG FPM CFM MOCP FLA V/P/H MANUFACTURER MODEL AD-1 24 1/2" 2800 1045 200 20 A 16.4 A 120/1/60 GC GC BERNER DTU03-2026A AMBIENT (UNHEATED), WITH 6' CORD AND PLUG GRILLS, REGISTERS, AND DIFFUSERS SCHEDULE TAG DESCRIPTION FACE SIZE MATERIAL FINISH MOUNTING FURNISHED BY INSTALLED BY BASIS FOR DESIGN NOTES MANUFACTURER MODEL BS1 BATHROOM AIR PURIFICATION UNIT 5.44" X 16" ALUMINUM STAINLESS STEEL GYP CEILING TUV GC RGF ENVIRONMENTAL GROUP BRU ASSEMBLY SEE ELECTRICAL SHEETS FOR CONNECTION INFORMATION CD1 PERFORATED CEILING DIFFUSER 24" X 24" ALUMINUM WHITE LAY -IN CEILING GC GC NAILOR 4320A TYPE L PROVIDE INTEGRAL OBD CD2 PERFORATED CEILING DIFFUSER 12" X 12" ALUMINUM WHITE GYP CEILING GC GC NAILOR 4320A TYPE S PROVIDE INTEGRAL OBD, REMOVE 4-WAY DEFLECTOR CD3 PERFORATED CEILING DIFFUSER 20" X 20" ALUMINUM WHITE GYP CEILING GC GC NAILOR 4320A TYPE S PROVIDE INTEGRAL OBD CD4 PERFORATED CEILING DIFFUSER 12" X 12" ALUMINUM WHITE GYP CEILING GC GC NAILOR 4320A TYPE S PROVIDE INTEGRAL OBD ER1 PERFORATED CEILING EXHAUST 12" X 12" ALUMINUM WHITE GYP CEILING GC GC NAILOR 4330R TYPE S PROVIDE INTEGRAL OBD RG1 PERFORATED CEILING RETURN 48" X 24" ALUMINUM WHITE LAY -IN CEILING GC GC NAILOR 4330R TYPE L RG2 0° FIXED BLADE RETURN GRILLE SEE NECK SIZE ALUMINUM MILL DUCT GC GC NAILOR 51FH SR1 SINGLE DEFLECTION SUPPLY REGISTER SEE NECK SIZE ALUMINUM MILL DUCT GC GC NAILOR 51SH PROVIDE INTEGRAL OBD FAN SCHEDULE TAG DRIVE TYPE EXHAUST FLOW [CFM] E.S.P. [in W.C.] WEIGHT [Ibs] ELECTRICAL FURNISHED BY INSTALLED BY BASIS FOR DESIGN REMARKS MOTOR POWER V/P/H MANUFACTURER MODEL EF-1 BELT 2925 CFM 1.20 in-wg 300 2 HP 208/3/60 HS GC CAPTIVE-AIRE NCA24HPFA FURNISHED WITH DISCONNECT AND VENTED ROOF CURB EF-2 DIRECT 150 CFM 0.60 in-wg 100 0.18 HP 120/1/60 HS GC CAPTIVE-AIRE DR12HFA FURNISHED WITH DISCONNECT, VARIABLE SPEED CONTROLLER, BACKDRAFT DAMPER AND ROOF CURB MAKEUP AIR UNIT SCHEDULE TAG DESCRIPTION AIRFLOW HEATING CAPACTIY APPROXIMATE WEIGHT [Ibs] ELECTRICAL FURNISHED BY INSTALLED BY BASIS FOR DESIGN REMARKS SUPPLY FLOW [CFM] E.S.P. [in. W.C.] INPUT [MBH] OUTPUT [MBH] MAXIMUM TURNDOWN EAT MOTOR POWER V/P/H MANUFACTURER MODEL MAU-1 MAKEUP AIR UNIT 1775 0.80 225 220 12.5:1 36 °F 650 2 HP 208/3/60 HS GC CAPTIVE-AIRE A1-D.250-G10 FURNISHED WITH DISCONNECT, ROOF CURB, SCREEN INTAKE, AND WASHABLE ALUMINUM FILTERS CONDENSING UNIT SCHEDULE TAG DESCRIPTION NOMINAL CAPACITY [TONS] NUMBER OF COMPRESSORS NUMBER OF CIRCUITS REFRIGERANT TYPE REFRIGERANT CHARGE WEIGHT ELECTRICAL FURNISHED BY INSTALLED BY BASIS FOR DESIGN REMARKS MOCP FLA V/P/H MANUFACTURER MODEL CU-1 WALK-IN COOLER REMOTE CONDENSING UNIT -- 1 1 R-404A 200 15 A 6.5 A 208/3/60 WCS GC HARFORD PCL99MOP-3 FURNISHED WITH WALK-IN COOLER CU-2 ICE MAKER - REMOTE CONDENSER -- 0 1 R-404A 11 Ibs 7.4 oz 100 120/1/60 KES GC - - FURNISHED WITH ICE MAKER CU-3 ICE MAKER - REMOTE CONDENSER -- 0 1 R-404A 11 Ibs 7.4 oz 100 120/1/60 KES GC - - FURNISHED WITH ICE MAKER AIR BALANCE SCHEDULE Tag Supply Flow [CFM] Return Flow [CFM] Exhaust Flow [CFM] Subtotal [CFM] EF-1 0 0 2925 -2925 EF-2 0 0 150 -150 MAU-1 1775 0 0 1775 RTU-1 3600 3100 0 500 RTU-2 3600 2600 0 1000 Net Pressurization [CFM] 200 CONTROL FUNCTIONS A. THE MAIN COOKING EXHAUST FAN AND MAKE-UP AIR UNIT SHALL BE INTERLOCKED TO OPERATE TOGETHER. THIS CONTROL CIRCUIT IS ACTIVATED BY A SWITCH AND INCLUDES A FIRE PROTECTION OVERRIDE. B. THE TEMPERATURE IN EACH ZONE IS CONTROLLED BY SPACE TEMPERATURE SENSORS CONNECTED TO THE THERMOSTATS LOCATED IN THE OFFICE. ALL ZONES SHALL OPERATE WITH CONTINUOUS FAN OPERATION DURING OCCUPIED TIMES AND INTERMITTENTLY AS NEEDED TO MAINTAIN SET POINTS DURING UNOCCUPIED TIMES. OUTSIDE AIR DAMPERS SHALL BE OPEN CONTINUOUSLY WHEN EITHER IN OCCUPIED MODE OR WHEN THE HOOD SYSTEM IS ON AND SHALL BE CLOSED DURING UNOCCUPIED PERIODS. C. THE THERMOSTATS SHALL DETERMINE OCCUPIED/UNOCCUPIED STATUS BASED ON THE SCHEDULE IN THE ENERGY MANAGEMENT SYSTEM. KITCHEN HOOD SCHEDULE EXHAUST PLENUM PERFORATED SUPPLY PLENUMS BASIS FOR DESIGN DUCT COLLARS SUPPLY SUPPLY MAU PLENUM AC PLENUM MAX NUMBER AIRFLOW DUCT COLLARS AIRFLOW DUCT COLLARS COOKING AIRFLOW SP SP PLENUM PLENUM OF LIGHT APPROXIMATE FURNISHED INSTALLED NO. WIDTH LENGTH NO. DIAMETER TAG DESCRIPTION TEMP. [CFM] [in. W.C] NO. I WIDTH LENGTH LENGTH WIDTH [in. W.C.] LENGTH WIDTH [CFM] [CFM] FIXTURES WEIGHT [Ibs] BY BY MANUFACTURER MODEL REMARKS HD-1 TYPE I CANOPY HOOD WITH 600°F 2925 0.77 2 10" 14" 13' - 0" 4' - 3" 0.1 14' - 0" 22" 1775 4 10" 16" 800 7 8" 9 950 HS GC CAPTIVE-AIRE 5424 ND-2-ACPSP-F MAT'L: 18 GA. TYPE 430 SS. PROVIDE WITH 16" TALL HE SS FILTERS, INTEGRAL PERFORATED MAU AND AC SUPPLY UTILITY CABINET, ANSUL SYSTEM, DUCT COLLAR TEMPERATURE SENSOR, PLENUMS PREWIRE PACKAGE, SPARE FIRE SYSTEM DRY CONTACT, AND 4-POLE 20A CONTACTOR ROOFTOP UNIT SCHEDULE NOMINAL AIRFLOW NET COOLING CAPACITY HEATING CAPACITY APPROX. ELECTRICAL BASIS FOR DESIGN TOTAL CIA ESP TOTAL SENSIBLE EAT [DEG. F] COND. EAT INPUT OUTPUT EAT CAPACITY # OF # OF REFRIG. REFRIG. WEIGHT FURNISHED INSTALLED DB WB TAG DESCRIPTION [TONS] EER [CFM] [CFM] [IN. W.C.] [MBH] [MBH] [DEG. F] [MBH] [MBH] [DEG. F] COMPRESSORS CIRCUITS TYPE CHARGE [Ibs] MOCP FLA V/P/H BY BY MANUFACTURER MODEL REMARKS RTU-1 KITCHEN ROOFTOP 10 12 3600 500 0.8 118 77 76 66 92 180 144 64 2 2 R-410A 7.9/7.9 1350 50 A 45.4 A 208/3/60 HES GC YORK ZJ120 FURNISHED WITH COMP. ENTHALPY ECON., BAROMETRIC RELIEF, SUP. SMOKE DETECTOR W/ REMOTE KEYED UNIT ANNUNCIATOR/RESET, M.O.D., MERV-8 FILTERS, CURB, HAIL GUARD, TOOLLESS HINGED ACCESS PANELS, DISCONNECT, & UNIT -MOUNTED CONVENIENCE RECEPTACLE RTU-2 DINING ROOM 10 12 3600 1000 0.8 122 69 78 69 96 180 144 59 2 2 R-410A 7.9/7.9 1350 50 A 45.4 A 208/3/60 HES GC YORK ZJ120 FURNISHED WITH COMP. ENTHALPY ECON., DEHUMIDIFICATION, BAROMETRIC RELIEF, SUP. SMOKE DETECTOR W/ ROOFTOP UNIT REMOTE KEYED ANNUNCIATOR/RESET, M.O.D., MERV-8 FILTERS, CURB, HAIL GUARD, TOOLLESS HINGED ACCESS PANELS, DISCONNECT, & UNIT -MOUNTED CONVENIENCE RECEPTACLE NATIONAL E N G I N E E R 1 N G 4635 True an Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjo§sp ering.com �i kNE 0. No. PE5 . O'. STATE OF COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM 00 m L n J M M J _(1) J O W m `.,., Z } _ cn CC a � .� L O LJ..I! N k � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: Drawn: Checked: JEJ MPC Project No. 2001004 Contents: HVAC SCHEDULES M600 I I -- — - 1- Consultant: HVAC DINING ROOM SECTION 1/4" = 1'-0" 12" X 12" X 6" INSTALL RGF REME HALO UV WEATHERPROOF PVC AIR PURIFIER PER THE SURFACE MOUNT MANUFACTURER'S JUNCTION BOX INSTALLATION INSTRUCTIONS. PROVIDE 120V PCWER TO SIDE OF ROOFTOP JUNCTION BOX PER UNIT ELECTRICAL DRAWINGS. CONNECT TO TRANSFORMER PROVIDE SILICONE SEALANT WITHIN JUNCTION BOX. BETWEEN JUNCTION BOX AND SIDE OF RTU FOR A WEATHERPROOF AND AIR- TIGHT SEAL. GASKETTED JUNCTION BOX i INSTALL TRANSFORMER COVER, INSTALL UV FURNISHED WITH REME � � WARNING STICKER ON HALO IN JUNCTION BOX. OUTSIDE FACE OF COVER. CONNECT TRANSFORMER SECONDARY TO REME HALO USING THE INCLUDED PLUG. INSTALLATION LOCATION INSTALL AIR PURIFIER WITH JUNCTION BOX ON OUTSIDE FACE OF ROOFTOP UNIT AND WITH UV LAMP TUBE EXTENDING INTO THE INTERIOR OF THE ROOFTOP UNIT. FIELD VERIFY EXACT LOCATION TO AVOID DAMAGING, TOUCHING, OR INTERFERING WITH ANY RTU INTERIOR COMPONENTS. INSTALLATION LOCATION SHALL BE AS FOLLOWS: TRANE: INSTALL INTO THE SUPPLY AIR STREAM THROUGH THE REMOVABLE PANEL COVERING THE HORIZONTAL DISCHARGE SUPPLY AIR OPENING. YORK: INSTALL INTO THE SUPPLY AIR PLENUM FROM THE BACK SIDE OF THE UNIT JUST ABOVE THE HEAT EXCHANGER. � UV AIR PURIFIER INSTALLATION N.T.S. PROVIDE FIRE RESISTANT INSULATION ON TYPE I HOOD EXHAUST DUCT FROM CONNECTION TO HOOD TO CONNECTION TO EXHAUST FAN PER DETAIL 3/M700. MAINTAIN SYMMETRY IN GREASE EXHAUST DUCT'S TRANSITION TO THE EXHAUST RISER. PROVIDE TEE FITTING WITH RADIUSED BACK AND RADIUSED THROAT WHERE INDIVIDUAL EXHAUST RISERS CONVERGE AS SHOWN. THE CENTERLINE OF THE RADII SHALL BE EQUAL TO THE DUCT DIMENSION. EXHAUST FAN DRAIN WITH RUBBER ELBOW. ROTATE EXHAUST FAN SO THAT FAN DRAIN IS ON THE SAME SIDE AS THE VIROGUARD HINGE. VIROGUARD HINGE PROVIDE CONTINUOUS WELD CONNECTION BETWEEN THE VIROGUARD AND THE GREASE DUCT W 1-1/4" PVC GREASE DRAIN VALVE W a 1-1/2" HOSE BARB x liJ In o a cc CD v � O K > PROVIDE FLASHING, a COUNTER -FLASHING, AND CANT. STRIP AS REQUIRED 00 r4 Z_ SLOPE HORIZONTAL GREASE DUCT A MINIMUM OF 1/4" PER FOOT DOWN TOWARD THE CONNECTION TO THE HOOD. GREASE DUCT CLEANOUTS SHALL BE UL- LISTED DUCTMATE PREINSULATED CLEANOUT DOORS MODEL D128ULWSBI FOR DUCTS AT LEAST 17" TALL AND DW128ULWSBI FOR DUCTS LESS THAN 17" TALL. CLEANOUTS SHALL BE FURNISHED BY TENANT. COORDINATE NUMBER AND SIZE REQUIRED WITH ENVIROMATIC. INSTALL AS SHOWN IN THE HVAC FLOOR PLAN. PROVIDE RADIUSED ELBOWS WITH AN INSIDE RADIUS OF 0.5 X THE DUCT DIMENSION AT ALL CHANGES OF DIRECTION IN THE TYPE I HOOD EXHAUST DUCT. g HOOD EXHAUST ISOMETRIC M700 N.T.S. EF-1 VG-1 DUCT SECTION AT HOOD M700 1/4" =1'-0" - �U.L. LISTED GREASE UPBLAST EXHAUST FAN PLENUM PROTECTION NOZZLE VIROGUARD GREASE CONTROL DEVICE o RAIN SHIELD HINGE TRANSITION TO VIROGUARD DUCT CONNECTION SIZE MIN. OF 3" BELOW TOP OF CURB. SEE SCHEDULE ON SHEET M600 FOR CONNECTION SIZE. EXISTING ROOF DECK RE: ARCHITECTURAL SHEETS FOR DETAILS DECKING � INSTALL PREFABRICATED VENTED SHIM CURB AS REQUIRED TO MAINTAIN 18" GREASE DUCT ROOF CURB FURNISHED BY CHIPOTLE CLERANCE FROM BOTTOM OF VIROGUARD NOTE: TO ROOF SURFACE AND OTHER COMBUSTIBLE 1. INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 96 REQUIREMENTS. MATERIALS. SEE STRUCTURAL DRAWINGS 2. HINGE FAN SO IT TIPS BACK TOWARD FAN DRAIN AND TOWARD VIROGUARD FOR ANY REQUIRED CONNECTION DETAILS. DRAIN. 5 GREASE EXHAUST FAN M700 N.T.S. FIRE RATED ENCLOSURE - GREASE DUCTS INSTALL UL LISTED FIRESTOP SYSTEM 1. THERMAL CERAMICS FIREMASTER FASTWRAP XL IS TESTED TO WITH EQUAL F AND T- RATING AT ASTM E2336 AND UL LISTED PER HNKT.G18 TO PROVIDE ZERO PENETRATIONS OF RATED ASSEMBLIES CLEARANCE TO COMBUSTIBLES AND TO PROVIDE A 1- OR 2- HOUR ENCLOSURE. THROUGH PENETRATIONS FIRESTOP SYSTEMS 1/2 IN. (13MM) STEEL BANDING PLACED ARE TESTED IN ACCORDANCE WITH ASTM E 814 (UL 1479). ICC 1-1/2 IN. (38MM) FROM TRANSVERSE JOINTS CODE EVALUATION PER REPORT UL ER 14229-01. AND MAXIMUM 12 IN (305 MM) O.C. 2. COMPLIANT TO THE FOLLOWING CODES: NFPA 96 INTERNATIONAL MECHANICAL CODES 1 UNIFORM MECHANICAL CODE. 0 CALIFORNIA MECHANICAL CODE 3. INSULATION APPLIED IN TWO LAYERS WITH TIGHT COMPRESSION l` JOINT ON BOTH LAYERS AT ALL JOINTS. 4. MINIMUM 16 GAUGE CARBON STEEL (OR 18 GAGE STAINLESS STEEL) RECTANGULAR OR ROUND GREASE EXHAUST DUCT �l 5. INSTALL UL LISTED AND LIQUID TIGHT THERMAL CERAMICS FASTDOOR XL ACCESS DOORS, OR ALTERNATE DOOR UL LISTED PER UL1978, AT ALL CHANGES IN DIRECTION AND AT MINIMUM FASTDOOR XL - UL LISTED DUCT EVERY 20 FT ON HORIZONTAL RUNS. ACCESS (OR ALTERNATE UL LISTED 6. SUPPORT HANGER SYSTEMS DO NOT NEED TO BE WRAPPED DOOR) AND 2-HOUR RATED PROVIDED THE HANGER RODS ARE MINIMUM OF 3/8 IN. ` INSULATION COVER DIAMETER AND SUPPORTS ARE MINIMUM 2 X 2 X 1/8 IN. STEEL ANGLE OR SMACNA EQUIVALENT SUPPORT SYSTEM. UL LISTED - FASTDOOR XL OR 7. THERMAL CERAMICS DUCT WRAP SHALL BE INSTALLED DIRECTLY ALTERNATE UL LISTED DOOR ONTO THE DUCT AND APPLIED FROM THE HOOD CONNECTION INSULATED PER MFG INSTRUCTIONS TO THE CONNECTION TO THE FAN. 8. THERMAL CERAMICS DUCT ENCLOSURE SYSTEM SHALL BE 11/2" (38) —�--i u INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND UL LISTINGS.Z2Z2Z2:a P.O. Box 923 IGHTCOMPRESSION JOINT Augusta, Georgia 30903-0923 ON BOTH LAYERS Phone: (706) 560-4038 FIREMASTER DUCT WRAP - UL HNKT-G18 N.T.S. UL-LISTED HIGH TEMP INCANDESCENT LIGHT FIXTURE ASSEMBLY INCLUDING CLEAR THERMAL AND SHOCK RESISTANT GLOBE EXHAUST RISERS WITH DUCT COLLAR TEMPERATURE SENSORS HANGING ANGLE (TYPICAL) 16"-TALL CAPTRATE SOLO FILTERS WITH HOOK 1 LAYER OF FACTORY -INSTALLED INSULATION IN 3" INTERNAL STANDOFF TO MEET 0" CLEARANCE TO COMBUSTIBLE SURFACE REQUIREMENTS GREASE DRAIN WITH REMOVABLE CUP 23" QUARTER END PANELS AT EACH END DUCT PROTECTION NOZZLE DETECTORS DETECTION LINE AGENT LINE APPLIANCE PROTECTION NOZZLE _ NOTE: HOOD FIRE PROTECTION NOZZLES AND DETECTORS ARE SCHEMATIC ONLY. HOOD SUPPLIER SHALL SYSTEM CONTROL REMOTE MANUAL PULL PREPARE HOOD SHOP DRAWINGS SHOWING AUTOMAN WITH AGENT STATION WITH WIRE ACTUAL DEVICE LAYOUT AND SHALL OBTAIN TANK ENCLOSED GUARD PERMITS ASSOCIATED WITH THIS WORK. 4 FIRE SUPPRESSION SYSTEM SCHEMATIC M700 N.T.S. 2 HOOD SECTION VIEW M700 N.T.S. ENCLOSURE PANEL TO BE APPROXIMATELY 2" ABOVE FINISHED CEILING. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING HEIGHT. MUA PLENUM SUPPLY RISERS WITH VOLUME DAMPERS AC PLENUM SUPPLY RISERS WITH VOLUME DAMPERS T MAX SPIN -IN COLLAR WITH MANUAL VOLUME DAMPER SUPPORT WITH 1"-WIDE STRAP TO / STRUCTURE ABOVE INSULATED FLEXIBLE DUCT V-0" MAX PROVIDE THERMAFLEX 90° ELBOW FLEX DUCT SUPPORT Z METAL CLAMP AROUND FLEX �- DUCT &COLLAR TO BE DRAWN `n TIGHT & TAPED SUPPLY DUCT r' REFER TO ARCHITECTURAL CEILING DIFFUSER PROVIDE SQUARE DWGS. FOR CEILING TYPE TO ROUND ADAPTOR AS NEEDED NOTE: 1. METHOD OF INSTALLATION FOR AIRTIGHT SEAL IS TYPICAL FOR ALL FLEX CONNECTIONS TO AIR DISTRIBUTION DEVICES. 1 DIFFUSER CONNECTION M700 N.T.S. NATIONAL E N G IN E ER I N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 Jones@nat' alengineering.com No. PECc , STATE OF li j r�J 1 ��ORIDE' SAP11 _ A A COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM c-1 00 ro L n kD M J M � J O Co `L z Cr crf LU = (0 W V L O N W N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: Drawn: Checked: JEJ MPC Project No. 2001004 Contents: HVAC DETAILS M700 II. Consultant: SECTION 15055 - COMMON PIPING REQUIREMENTS PART 1- GENERAL A. SECTION REQUIREMENTS 1. Comply with the requirements of the Building Code and the local authority having jurisdiction. PART 2 - PRODUCTS 2.1 SUPPORTING DEVICES A. Hanger and Pipe Attachments: Factory fabricated with galvanized coatings; nonmetallic coated for hangers in direct contact with copper tubing. B. Building Attachments: Powder actuated type, drive pin attachments with pullout and shear capacities appropriate for supported loads and building materials; UL listing and FM approval for fire protection systems. C. Mechanical Anchor Fasteners: Insert -type attachments with pullout and shear capacities appropriate for supported loads and building materials; UL listing and FM approval for fire protection systems. PART 3 - EXECUTION 3.1 INSTALLATION A. Install piping free of sags and bends. B. Install fittings for changes in direction and branch connections. C. Install sleeves for pipes passing through concrete and masonry walls, gypsum board partitions, and concrete floor and roof slabs. D. Exterior Wall, Pipe Penetrations: Mechanical sleeve seals installed in steel or cast iron pipes for wall sleeves. E. Fire Barrier Penetrations: Seal pipe penetrations with through -penetration firestop systems. F. Install unions adjacent to each valve and at final connection to each piece of equipment. G. Install dielectric unions and flanges to connect piping materials of dissimilar metals in gas piping. H. Install dielectric coupling and nipple fittings to connect piping materials of dissimilar metals in water piping. I. Provide full ring escutcheons at plumbing penetrations through walls or ceilings. Tightly seal escutcheons to the adjacent surface. 3.2 HANGERS AND SUPPORTS A. Install building attachments within concrete or to structural steel. Install additional attachments at concentrated loads, including valves, flanges, guides, strainers, expansion joints, and at changes in direction of piping. B. Install powder actuated drive pin fasteners in concrete after concrete is cured. Do not use in lightweight concrete or in slabs less than 4 inches thick. C. Install mechanical anchor fasteners in concrete after concrete is cured. Do not use in lightweight concrete or in slabs less than 4 inches thick. D. Support fire protection system piping independent of other piping. E. Load Distribution: Install hangers and supports so piping live and dead loading and stresses from movement will not be transmitted to connected equipment. END OF SECTION 15055 SECTION 15080 - MECHANICAL INSULATION PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: None. B. Quality Assurance: Labeled with maximum flame -spread rating of 25 and maximum smoke developed rating of 50 according to ASTM E 84. PART 2 - PRODUCTS 2.1 PIPE INSULATION A. Preformed Glass Fiber Pipe Insulation: ASTM C 547, Class 1, with factory applied, all purpose, vapor retarder jacket. B. Polyolefin Pipe Insulation: Unicellular polyethylene, preformed pipe insulation. Comply with ASTM C 534, Type I, except for density. PART 3 - EXECUTION 3.1 INSTALLATION A. Install vapor barriers on insulated pipes with surface operating temperatures below 60 deg F. B. Insulate fittings, valves, and specialties. C. Seal vapor barrier penetrations for hangers, supports, anchors, and other projections. D. Coat glass fiber pipe insulation ends with vapor barrier coating. E. Roof Penetrations: Apply insulation for interior applications to a point even with the top of the roof flashing. F. Exterior Wall Penetrations: For penetrations of below grade exterior walls, terminate insulation flush with mechanical sleeve seal. G. Interior Walls and Partitions Penetrations: Apply insulation continuously through walls and partitions, except fire rated walls and partitions. H. Fire Rated Walls and Partitions Penetrations: Terminate insulation at penetrations through fire rated walls and partitions. Seal around penetration with through penetration firestop systems. I. Floor Penetrations: Terminate insulation at the underside of the floor assembly and at the floor support at top of floor. Seal around penetration with through penetration firestop systems. J. Glass Fiber Insulation Installation: Bond insulation to pipe with adhesive. Seal seams and joints with vapor barrier compound. K. Interior Piping System Applications: Insulate the following piping systems: 1. Domestic cold, hot, and recirculation water pipes. 2. Exposed sanitary drains and water supply pipes for public hand sinks. 3. Refrigerant piping. L. Do not apply insulation to the following systems, materials, and equipment: 1. Flexible connectors. 2. Fire protection piping systems. 3. Sanitary drainage and vent piping. 4. Chrome plated pipes and fittings, except for plumbing fixtures for the disabled. 5. Piping specialties, including air chambers, unions, strainers, check valves, plug valves, and flow regulators. M. Pipe Insulation Thickness Application Schedule: Insulate piping with the following materials and thicknesses: 1. Domestic Hot and Recirculation water pipes: 1-inch preformed glass fiber pipe insulation. 2. Domestic Cold Water: 1/2-inch preformed glass fiber pipe insulation. 3. P-Trap and Fixture Supplies for public hand sinks: ADA-compliant pre -formed insulation. END OF SECTION 15080 SECTION 15110 -VALVES PART 1- GENERAL (Not Applicable) PART 2 - PRODUCTS 2.1 GENERAL DUTY VALVES A. End Connections: Threads shall comply with ANSI 61.20.1. Flanges shall comply with ANSI B16.1 for cast iron valves and ANSI B16.24 for bronze valves. Solder -joint connections shall comply with ANSI B16.18. B. Ball Valves: Rated for 150 psig saturated steam pressure, 400 psig WOG pressure; 2 piece construction; with bronze body, standard (or regular) port, chrome plated brass ball, replaceable "Teflon" or "TFE" seats and seals, blowout proof stem, and vinyl covered steel handle. C. Plug Valves: Rated at 150 psig WOG; bronze body, with straightaway pattern, square head, and threaded ends. D. Swing Check Valves: Class 125, cast bronze body and cap; with horizontal swing, Y-pattern, and bronze disc. E. Valves for Copper Tube: Solder ends, except provide threaded ends for heating hot water and low pressure steam service. F. Valves for Steel Pipe: Threaded ends. PART 3 - EXECUTION 3.1 INSTALLATION A. Use gate and ball valves for shutoff duty and ball for throttling duty. B. Locate valves for easy access and provide separate support where necessary. C. Install accessible valves for each fixture and item of equipment. D. Install valves in horizontal piping with stem at or above center of pipe. E. Install valves in a position to allow full stem movement. F. Install check valves for proper direction of flow in horizontal position with hinge pin level. END OF SECTION 15110 SECTION 15140 - DOMESTIC WATER PIPING PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Performance Requirements: Unless otherwise indicated minimum pressure requirements for water piping are as follows: 1. Service Entrance Piping: 100 psig. 2. Domestic Water Piping: 80 psig. B. Comply with NSF 14 "Plastic Piping Components and Materials." C. Comply with NSF 61 "Drinking Water System Components - Health Effects." PART 2 - PRODUCTS 2.1 PIPES AND TUBES (See Material Schedule on sheet P010 for where these materials are to be used) A. Hard Copper Tube: ASTM B 88, Types Land M, water tube, drawn temper. B. PVC Plastic, Water Pipe: ASTM D 1785, Schedule 80, plain ends. 2.2 FITTINGS A. Wrought Copper, Solder Joint Pressure Fittings: ASME B 16.22. B. Cast Copper Alloy, Solder Joint Pressure Fittings: ASME B 16.18. C. Bronze Flanges: ASME B 16.24, Classes 150 and 300. D o E B 1 18 cast copper alloy body, hexagonal stock with ball and socket joint metal to metal Copper Unions: ASME 6. , c pp y y, g joint, seating surfaces, and solder joint, threaded, or solder joint and threaded ends. Threads complying with ASME B 1.20.1. E. PVC Plastic, Schedule 80, Socket Type Pipe Fittings: ASTM D 2467. 2.3 JOINING MATERIALS A. Solder Filler Metal: ASTM B 32, lead free. B. Brazing Filler Metals: AWS A5.8, alloys to suit system requirements. C. Solvent Cements: As recommended by manufacturer. D. Plastic Pipe Seals: ASTM F 477, elastomeric gasket. PART 3 - EXECUTION 3.1 VALVE APPLICATIONS A. Install gate valves close to main on each branch and riser serving two or more plumbing fixtures or equipment connections and where indicated. B. Install gate or ball valves on inlet to each plumbing equipment item, on each supply to each plumbing fixture not having stops on supplies, and elsewhere as indicated. C. Install drain valve at base of each riser, at low points of horizontal runs, and where required to drain water distribution piping system. D. Install swing check valve on discharge side of each pump and elsewhere as indicated. E. Install ball valves in each hot water circulating loop and discharge side of each pump. 3.2 PIPING INSTALLATIONS A. Install hangers and supports at intervals indicated in the applicable plumbing code and as recommended by pipe manufacturer. B. Support vertical piping at each floor. 3.3 INSPECTING AND CLEANING A. Inspect and test piping systems following procedures of authorities having jurisdiction. B. Clean and disinfect water distribution piping following procedures of authorities having jurisdiction. END OF SECTION 15140 SECTION 15150 - SANITARY WASTE AND VENT PIPING PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Minimum Pressure Requirement for Soil, Waste and Vent: 10 feet head. B. Comply with NSF 14 "Plastic Piping Components and Related Materials". PART 2 - PRODUCTS 2.1 PIPES AND TUBES A. PVC Plastic, DWV Pipe: ASTM D 2665, Schedule 40, plain ends. 2.2 FITTINGS A. PVC Plastic, DWV Pipe Fittings: ASTM D 2665, made to ASTM D 3311; socket type; drain, waste, and vent pipe patterns. PART 3 - EXECUTION 3.1 PIPING INSTALLATION A. Install cleanout and extension to grade at connection of building sanitary drain and building sanitary sewer. B. Locate drainage piping runouts as close as possible to bottom of floor slab supporting fixtures or drains. 3.2 INSPECTION A. Inspect and test piping systems following procedures of authorities having jurisdiction. END OF SECTION 15150 SECTION 15198 - NATURAL GAS PIPING PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Quality Assurance: Comply with NFPA 54 and the Plumbing Code. PART 2 - PRODUCTS 2.1 PIPE, TUBE, AND SPECIALTIES A. Steel Pipe: ASTM A 53, Type S (Seamless), Grade B, Schedule 40, plain ends. B. Malleable Iron Threaded Fittings: ASME B16.3, Class 150. C. Manual Valves: Comply with standards listed or, if appropriate, to ANSI Z21.15. D. Gas Stops: AGA certified, bronze -body, plug type with bronze plug, for 2-psig or less natural gas. Include AGA stamp, flat or square head or lever handle, and threaded ends complying with ASME 81.20.1. E. Gas Valves: 150-psig WOG, cast-iron or bronze body, bronze plug, straightaway pattern, square head, tapered -plug type. F. Gas Pressure Regulators: ANSI Z21.18, single stage, steel jacketed, corrosion resistant pressure regulators. Include atmospheric vent, elevation compensator. Regulator pressure ratings, inlet and outlet pressures, and flow volume in cubic feet per hour of natural gas at specific gravity are as indicated. G. Line Gas Pressure Regulators: Inlet pressure rating not less than system pressure. H. Flexible Connectors: ANSI Z21.24, copper alloy. I. Strainers: Bronze body, Y-pattern, full size of connecting piping. Include stainless -steel screens with 3/64 inch perforations and a pressure rating of 125-psig- minimum, WOG working pressure. PART 3 - EXECUTION 3.1 INSTALLATION A. Close equipment shutoff valves before turning off gas to premises or section of piping. Perform leakage test as specified to determine that all equipment is turned off in affected piping section. B. Install shutoff valve, downstream from gas meter, outside building at gas service entrance. C. Install gas stops for shutoff to appliances with NPS 2" or smaller low pressure gas supply. D. Drips and Sediment Traps: Install drips at points where condensate may collect. Include outlets of gas meters. Locate where readily accessible to permit cleaning and emptying. Do not install where condensate would be subject to freezing. E. Install gas piping at uniform slope of 0.1 percent upward toward risers. F. Connect branch piping from top or side of horizontal piping. G. Install strainers on supply side of each control valve, gas pressure regulator, solenoid valve, and elsewhere as indicated. H. Install valves in accessible locations, protected from damage. I. Install gas valve upstream from each gas pressure regulator. Where two gas -pressure regulators are installed in series, valve is not required at second regulator. 1. Connect gas piping to equipment and appliances with shutoff valves and unions. Install gas valve upstream from and within 36 inches of each appliance using gas. Install union or flanged connection downstream from valve. K. Inspect, test, and purge piping according to NFPA 54, Part 4, "Gas Piping Inspection, Testing, and Purging", and requirements of authorities having jurisdiction. END OF SECTION 15198 SECTION 15410 - PLUMBING FIXTURES PART 1- GENERAL 1.1 SECTION REQUIREMENTS Submittals: None. A. Comply with requirements of Public Law 102-486, "Energy Policy Act", regarding water flow rate and water consumption of plumbing fixtures. B. Comply with applicable standards below: 1. Enameled, Cast Iron Fixtures: ASME A112.19.1M. 2. National Sanitation Foundation Construction: NFS2. 3. Porcelain Enameled Fixtures: ASME A112.19.4M. 4. Slip Resistant Bathing Surfaces: ASTM F 462. 5. Stainless Steel Fixtures: ASME A112.19.3M. 6. Vitreous China Fixtures: ASME A112.19.2M. PART 2 - PRODUCTS 2.1 Refer to the fixture schedule on drawing P600 PART 3 - EXECUTION 3.1 INSTALLATION A. Install fixtures with flanges and gasket seals. B. Install flushometer valves for accessible water closets and urinals with handle mounted on wide side of compartment. Install other actuators in locations that are easy for the disabled to reach. C. Fasten wall hanging plumbing fixtures securely to supports attached to building substrate when supports are specified, and to building wall construction where no support is indicated. D. Fasten floor mounted fixtures to substrate. With fixtures having holes for securing fixture to wall construction, fasten to reinforcement built into walls. E. Fasten wall mounted fittings to reinforcement built into walls. F. Fasten counter mounted plumbing fixtures to casework. G. Secure supplies to supports or substrate within pipe space behind fixture. H. Set mop basins in leveling bed of cement grout. I. Install individual supply inlets, supply stops, supply risers, and tubular brass traps with cleanouts at fixture. J. Install water supply stop valves in accessible locations. K. Install traps on fixture outlets. Omit traps on fixtures having integral traps. Omit traps on indirect wastes, unless otherwise indicated or required by the Authority Having Jurisdiction. L. Install full -ring escutcheons at wall, floor, and ceiling penetrations in exposed, finished locations and within cabinets and millwork. Use deep pattern escutcheons where required to conceal protruding pipe fittings. M. Install piping connections between plumbing fixtures and piping systems and plumbing equipment. Install insulation on supplies and drains of fixtures for the disabled. N. Ground equipment. Tighten electrical connectors and terminals according to UL 486A and UL 486B. END OF SECTION 15410 SECTION 15554 - FLUES AND VENTS PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: None. PART 2 - PRODUCTS 2.1 GAS VENTS A. Vent/air intake for high efficiency domestic water heater. Follow manufacturer's recommendations for sizing and material. B. Accessories: Tees, elbows, increasers, draft hood connectors, metal cap with bird barrier, adjustable roof flashing, storm collar, support assembly, thimbles, firestopping spacers, and fasteners; fabricated of similar materials and designs as vent -pipe straight sections. PART 3 - EXECUTION 3.1 INSTALLATION A. Install vents according to stipulated minimum clearances from combustibles. B. Seal between sections of positive pressure vents using only sealants recommended by manufacturer. C. Support vents at intervals to support the weight of the vent and all accessories, without exceeding loading of appliances. END OF SECTION 15554 PLUMBING GENERAL NOTES A GENERAL NOTES APPLY TO PLUMBING SHEETS. B PLUMBING WORK SHALL BE DONE IN ACCORDANCE WITH THE PLUMBING CODE, LOCAL HEALTH DEPARTMENT STANDARDS, AND THE AUTHORITY HAVING JURISDICTION. SEE ARCHITECTURAL SHEETS FOR THE PREVAILING CODES. C PIPING LAYOUTS ON DRAWINGS ARE SCHEMATIC. EXACT LOCATIONS ARE TO BE COORDINATED WITH THE EXISTING CONDITIONS AND THE WORK OF OTHER TRADES. D CONCEAL PIPING UNLESS NOTED OTHERWISE. WATER SUPPLY PIPES SHALL BE INSTALLED LEVEL. E PROVIDE SHUT-OFF VALVES FOR ISOLATION OF FIXTURE GROUPS AS SHOWN ON DRAWINGS IN ADDITION TO STOP VALVES AT EACH FIXTURE. F PROVIDE STOP VALVES AT FIXTURES. G PROVIDE TRAP PRIMERS FOR FLOOR DRAINS. H WHERE THE WATER OR GAS SUPPLY LINE SIZE SHOWN IN THE PLUMBING DIAGRAMS DIFFERS FROM THE FIXTURE OR EQUIPMENT CONNECTION SIZE, PROVIDE LINE SIZE PIPE TO WITHIN 6" OF THE FIXTURE OR EQUIPMENT BEFORE TRANSITIONING TO THE CONNECTION SIZE. I PIPING IN EXTERIOR WALLS SHALL BE INSTALLED BETWEEN THE INSULATION AND THE INTERIOR WALL FINISHING MATERIAL. J INSULATE THE HOT AND COLD WATER, CONDENSATE DRAINAGE, AND STORM PIPING PER THE SPECIFICATIONS AND DETAIL 8/P700. K PROVIDE GAS SHUT-OFF VALVES AT EACH PIECE OF EQUIPMENT. PROVIDE ACCESSIBLE DIRT LEG AT THE BOTTOM OF VERTICAL SECTIONS OF GAS PIPE AND AT THE CONNECTION TO EACH PIECE OF EQUIPMENT. L PLUMBING FIXTURES, ACCESSORIES, AND MATERIALS PROVIDED FOR DOMESTIC WATER SHALL BE LEAD FREE. M PRIOR TO TURNOVER PERFORM A VIDEO INSPECTION OF THE SANITARY AND GREASE LINES FROM THE MAIN LINES WITHIN THE TENANT SPACE TO THE MAIN SEWER TO VERIFY THAT THE SANITARY WASTE SYSTEM IS CONNECTED, CLEAN, AND FREE OF SAGS, BELLIES, BREAKS, AND DEBRIS. DELIVER A REPORT AND COPY OF THE VIDEO TO THE TENANT'S CONSTRUCTION MANAGER PRIOR TO TURNOVER. N THE TERM "FURNISH" MEANS SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS. THE TERM "INSTALL" DESCRIBES THE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL UNLOADING, UNPACKING, ASSEMBLY, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS. THE TERM "PROVIDE" MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE. O PRIOR TO CONNECTION TO ANY EXISTING SEWER SYSTEM PERFORM A DIE TEST TO VERIFY THE TYPE OF SYSTEM AND THE DIRECTION OF FLOW. REPORT ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS TO THE TENANT'S CONSTRUCTION MANAGER. P PROVIDE SANITARY AND GREASE WASTE PIPES AT A MINIMUM SLOPE OF 1/4" PER FOOT UNLESS NOTED OTHERWISE. PLUMBING SYMBOLS D ELBOW UP o ELBOW DOWN - - DOMESTIC COLD WATER �- - DOMESTIC FILTERED COLD WATER F - - -r? DOMESTIC SOFTENED COLD WATER S - - - - DOMESTIC HOT WATER (110 DEGREES) �- - - - - - - DOMESTIC HOT WATER RECIRC. G GAS ----G GAS (ON ROOF) SANITARY WASTE �- GW GREASE WASTE ---------- SANITARY VENT c�--- CD CONDENSATE DRAIN O PLAN NOTE: SEE PLAN NOTES LISTED ON THE SAME SHEET FOR NOTE MEANING CONNECT TO EXISTING ® REDUCED PRESSURE ZONE BACKFLOW PREVENTER WM WATER METER GM GAS METER XX-# EQUIPMENT TAG: SEE EQUIPMENT SCHEDULE ON SHEET P600 FOR EQUIPMENT INFORMATION D4 VALVE D�4 SOLENOID -OPERATED VALVE WALL HYDRANT/ROOF HYDRANT N CHECK VALVE CIRCUIT -SETTER BALANCE VALVE RATED FOR POTABLE WATER ® FLOOR DRAIN ®® FLOOR SINK O CLEANOUT PLUMBING ABBREVIATIONS AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE (E) EXISTING EXT'G EXISTING FCO FLOOR CLEANOUT FD FLOOR DRAIN FS FLOOR SINK GCO GRADE CLEANOUT CO2AS TENANT'S CO2 ALARM SUPPLIER GC GENERAL CONTRACTOR HES TENANT'S HVAC EQUIPMENT SUPPLIER HS TENANT'S HOOD SUPPLIER KES TENANT'S KITCHEN EQUIPMENT SUPPLIER TAB TENANT'S TEST AND BALANCE VENDOR TCC TENANT'S CABLING CONTRACTOR TDC TENANT'S DUCT CLEANER TEMS TENANT'S ENERGY MANAGEMENT SYSTEM SUPPLIER TLS TENANT'S LIGHT/LAMP SUPPLIER TMB TENANT'S MENU BOARD SUPPLIER TMS TENANT'S MILLWORK SUPPLIER TP TENANT'S PHONE SUPPLIER TRS TENANT'S RAILING SUPPLIER TSV TENANT'S SIGN VENDOR TUV TENANT'S UV SANITIZER SUPPLIER WCS TENANT'S WALK-IN COOLER SUPPLIER WHS TENANT'S WATER HEATER SUPPLIER PLUMBING MATERIAL SCHEDULE ALLOWABLE CATEGORY APPLICATION MATERIAL WATER SUPPLY ABOVE GRADE TYPE L COPPER TUBE PIPE SCH. 40 STEEL PIPE, CONCEALED MALLEABLE IRON NATURAL THREADED FITTINGS GAS SCH. 40 STEEL PIPE, PIPE MALLEABLE IRON EXPOSED THREADED FITTINGS, PAINTED ABOVE GROUND, PVC PLASTIC DWV CONCEALED PIPE AND FITTINGS ABOVEGROUND PREP SINK AND PVC PLASTIC DWV PIPE SANITARY WARE WASHING AND FITTINGS SINK DRAINS WASTE & VENT PIPE ABOVEGROUND BRASS WITH CHROME HAND SINK DRAINS FINISH BELOW GROUND PVC PLASTIC DWV PIPE AND FITTINGS NATIONAL E N G I N E E R I N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 Jones& nalengineering.com e� iroiis< J C) / G e * No. P ', STATE OF ;�� ` ' �\ Y' `4 Ill�lu���� COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM r-I 00 >Ln M M J a M = J 0 ": Z } m N W = fC OC a. (D OO N � � � CL N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: Drawn: Checked: JEJ MPC Project No. Contents: PLUMBING SPECIFICATIONS Polo I Consultant: 3/4" _ 1/2" 3/4" 3/4" 1, 1_1/211 3/4" 1 i I L1-1/411 I HS-2 HS-2 �i �I �i �I SK-1 HB-1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 (E)2-1/2" 2-11/2" 2 nl RTU-1 MAU- RTU-2 � I � r 1-1/G" L_ G— J THROUGH ROOF C7 GJ 1-1/4" 1-1/4" G G G 'v 'v v � m m :-+ m C7 C7 �7 �C,7 DV'!H-1 FB-1 RC-1 RN-1 GR-1 GAS DISTRIBUTION DIAGRAM N.T.S. RH-1 - f THROUGH ROOF fV �I ---- --- --- --- --- --- --- I PLUMBING SUPPLY PLAN NOTES CONNECT TO THE EXISTING 1-1/2" DOMESTIC WATER SERVICE. PROVIDE 1/2" FILTERED WATER TO THE BAG -IN -BOX SODA CARBONATOR AT 102" AFF. SODA CARBONATOR SHALL HAVE AN INTEGRAL ASSE 1022-RATED CARBONATED BEVERAGE BACKFLOW PREVENTION DEVICE. PROVIDE WATER HEATER DWH-1 PER DETAIL 1/P700. PROVIDE WATER FILTERS MOUNTED TO WALL PER DETAIL 11/P700. PROVIDE 1/2" SUPPLY PIPES FROM FILTERS TO ICE MAKER AND SODA CARBONATOR AS SHOWN. PROVIDE 1/2" FILTERED WATER ROUGH -IN TO THE ICE MAKER AT 56" AFF. PROVIDE 6' LONG STAINLESS STEEL FLEXIBLE BRAIDED WASHING MACHINE WATER CONNECTOR WITH MINIMUM 0.43" ID (BRASSCRAFT SL12-72WA F OR EQUAL) FOR FINAL CONNECTION TO ICE MAKER. PROVIDE DOMESTIC WATER ROUGH -INS FOR THE MOP BASIN FAUCET AT 36" AFF. PROVIDE DOMESTIC WATER ROUGH -INS FOR THE CHEMICAL DISPENSER FAUCET (HB-1) AT 64" AFF DIRECTLY ABOVE THE MOP BASIN FAUCET. SEE ARCHITECTURAL ELEVATION FOR ADDITIONAL INFORMATION. CONNECT TO THE EXISTING GAS METER. PROVIDE GAS CONNECTIONS TO THE COOKING EQUIPMENT PER DETAIL 7/P700. SUPPORT THE GAS PIPE ON THE ROOF PER DETAIL 5/P700. WOOD BLOCKING IS NOT AN ACCEPTABLE METHOD OF SUPPORTING THE GAS PIPE. PROVIDE ACCESSIBLE LINE -SIZED GAS VALVE, DIRT LEG, AND UNION AT GAS CONNECTION TO THE EQUIPMENT. REFER TO ARCHITECTURAL DRAWINGS FOR PAINTING OF INTERIOR AND EXTERIOR EXPOSED GAS PIPE. PROVIDE DOMESTIC WATER ROUGH -INS FOR THE CHEMICAL DISPENSER FAUCET (HB-1) AT 52" AFF. SEE ARCHITECTURAL ELEVATION FOR ADDITIONAL INFORMATION. PROVIDE DOMESTIC WATER ROUGH -INS FOR THE VICTORY WASH DISPENSER FAUCET (HB-2) AT 52" AFF. SEE ARCHITECTURAL ELEVATION FOR ADDITIONAL INFORMATION. PROVIDE ROUGH -INS TO RESTROOM HAND SINKS AS SHOWN IN DETAIL 14/P700. PROVIDE KITCHEN EQUIPMENT GAS SHUTOFF 6" BELOW THE CEILING PER DETAIL 4/P700. CONNECT CHEMICAL DISPENSER TO HB-1. CHEMICAL DISPENSER HAS AN INTEGRAL AIR GAP AS IS SHOWN IN DETAIL 10/P700. PROVIDE ASSE 1016/1070 POINT -OF -USE THERMOSTATIC MIXING VALVE, WATTS LFUSG-B, ON WATER SUPPLY TO KITCHEN HAND SINKS. PROVIDE ANGLE STOP BELOW SINK, FASTEN MIXING VALVE TO WALL, AND MAKE FINAL CONNECTION FROM ANGLE STOPS TO MIXING VALVE AND FROM MIXING VALVE TO FAUCET USING BRAIDED STAINLESS STEEL HOSE. ADJUST MIXING VALVE FOR A DISCHARGE TEMPERATURE OF APPROXIMATELY 110° F. PROVIDE ACCESSIBLE VALVE IN WATER SUPPLY TO FIXTURE AS SHOWN. PROVIDE GAS CONNECTION TO THE RICE COOKER PER DETAIL 6/P700. PROVIDE GAS ROUGH -IN TO FRYER BEHIND RICE COOKER TABLE SO THAT VALVES AND DIRT LEG ARE ACCESSIBLE ONCE FRYER IS SECURED INTO PLACE. HOLD EXPOSED DOMESTIC WATER PIPES TIGHT TO THE DECK AND TIGHT TO THE EXTERIOR WALL AS SHOWN. PAINT THE PIPE INSULATION TO MATCH THE ROOF DECK. INSTALL RGF IMSB ICE MAKER SANITIZER FURNISHED BY TUV PER CHIPOTLE'S INSTALLATION INSTRUCTIONS. PROVIDE 3/4" DOMESTIC HOT AND COLD WATER ROUGH -INS FOR THE PREP SINK (SK-2) FAUCET AT 24" AFF TO ALLOW FOR THE VICTORY WASH CHEMICAL DOCK TO BE INSTALLED DIRECTLY BELOW THE PREP SINK BASIN. PROVIDE 3/4" HOT WATER TO THE DISH MACHINE, MAKING FINAL CONNECTION USING 3/4" COPPER PIPE ONCE DISH MACHINE IS IN ITS FINAL LOCATION (FLEXIBLE CONNECTION IS NOT ACCEPTABLE). PROVIDE WATER HAMMER ARRESTOR ON HOT WATER LINE. PROVIDE AN ACCESSABLE SHUTOFF VALVE AND UNION BELOW THE DISH MACHINE AND INSTALL THE STRAINER AND PRESSURE REDUCING VALVE FURNISHED WITH THE DISH MACHINE IN AN ACCESSIBLE LOCATION AT THE CONNECTION TO THE UNIT. PROVIDE ROOF HYDRANT RH-1 WITH BOTTOM OF NOZZLE INSTALLED 24" ABOVE THE BOTTOM OF ROOF DECK. PROVIDE ACCESSIBLE ISOLATION VALVE IN WATER SUPPLY TO ROOF HYDRANT. SUPPORT ROOF HYDRANT PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE FILTERED DOMESTIC WATER ROUGH -INS FOR THE SPEED FILL POT FILLER FAUCET (PF-1) AT 40" AFF. SEE ARCHITECTURAL ELEVATION FOR DETAIL. PROVIDE 1/2" FILTERED WATER ROUGH -IN TO THE ICE MAKER AT 24" AFF. PROVIDE G LONG STAINLESS STEEL FLEXIBLE BRAIDED WASHING MACHINE WATER CONNECTOR WITH MINIMUM 0.43" ID (BRASSCRAFT SL12-72WA F OR EQUAL) FOR FINAL CONNECTION TO ICE MAKER. INSTALL RGF IMSB ICE MAKER SANITIZER FURNISHED BY TUV PER CHIPOTLE'S INSTALLATION INSTRUCTIONS. LOCATE IMSB BELOW UTENSIL COUNTER IN A LOCATION THAT DOES NOT INTERFERE WITH THE ROLLING RACK BELOW THE UTENSIL COUNTER. PROVIDE WATER SOFTENER AS SHOWN IN DETAIL 16/P700. HOLD EXPOSED DOMESTIC WATER PIPES TIGHT TO THE DECK AND TIGHT TO THE DEMISING WALL AS SHOWN. PAINT THE PIPE INSULATION TO MATCH THE SURROUNDING FINISHES. ---- --- --- 3/4" _1" 3/4" _ I _ 3/4" 1_1/4" _ I� 1" — — — 11" 3/4" 1/2" — I I 1 I I I e I I I 1 I I I 1 I I I MI MI I I �qI \1 \1 �I \I �I i4-4I \1 \ \I I a --I I ei ei a —I M I M rl I r-I .--I .--I I HS-2 WH-1 4B-2 SK-2 MB-1B HB-1 CONNECTED GAS LOAD FIXTURE TAG MBH EQUIVALENT LENGTH FROM METER [FT] WATER HEATER DWH-1 199 60 FRYER FB-1 95 65 GRIDDLE GR-1 107 75 MAKEUP AIR UNIT MAU-1 225 75 RICE COOKER RC-1 35 60 RANGE RN-1 192 65 KITCHEN ROOFTOP UNIT RTU-1 180 65 DINING ROOM ROOFTOP UNIT RTU-2 180 85 Grand total 1213 MAX: 85 NOTES: 1. PRESSURE REQUIRED AFTER METER: 7" W.C. 2. DISTANCES ARE APPROXIMATE n 1F4 PF-1 1/2" TO BAG- - F IN -BOX i 1F n TO ICE MACHINE 3/4" 3/4" 1" 1" 3/4" 1/2" NI NI ryl NI NI NI NI I I HS-1B WC-1 4H-1 WC-1 HS-16 1 PLUMBING SUPPLY PLAN P100 1/4" =1'-0" NATIONAL E N G I N E E R 1 N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjonesQnationalengineering.com No. 3 0 STATE OF I I V �I COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM 00 (a L n kD N J M — � J 0 `- Z m w 2 t O N N Issue Record: 10.14.20 L\ Revisions: Drawn: J EJ Project No. 2001004 BID SET PERMIT SET CONSTRUCTION SET Checked: MPC Contents: PLUMBING PLAN WATER & GAS N.T.S. P100 - - - - - ---- ---- --- -- - — - --- - — -- I A 1 _ _ l Consultant: PLUMBING WASTE AND VENT PLAN NOTES 1 PROVIDE 3/4" CONDENSATE DRAIN FROM THE WALK-IN COOLER EVAPORATOR TO THE FLOOR SINK BELOW THE ICE MAKER AS SHOWN. SLOPE CONDENSATE DRAIN A MINIMUM OF 1" PER FOOT. HOLD EXPOSED CONDENSATE DRAIN IN WALK-IN COOLER AS HIGH AS POSSIBLE. CONCEAL DRAIN PIPING WITHIN FRAMED WALLS AS SHOWN. DISCHARGE THROUGH AN AIR GAP. MAKE FINAL CONNECTION TO EVAPORATOR INSIDE WALK-IN COOLER USING A UNION. CONDENSATE DRAIN SHOULD PENETRATE WALL BEHIND ICE MAKER AT 8" AFF AND BE SECURED TO FLOOR UNDER ICE MAKER. 2 PROVIDE DRAIN CONNECTIONS TO THE THREE COMPARTMENT SINK PER DETAIL 2/P700. 3 PROVIDE A 6" SCHEDULE 40 PVC CONDUIT SODA LINE SLEEVE OVERHEAD FROM THE BAG -IN -BOX RACK TO EACH SODA FOUNTAIN. TRANSITITON TO 4" PIPE WITHIN WALL TO CONNECT TO DRYER BOX. SEE ARCHITECTURAL DRAWINGS FOR DRYER BOX INFORMATION. 4 PROVIDE PVC DRAIN PIPES FROM THE ICE MACHINE TO THE FLOOR SINK PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE A CODE -APPROVED AIR GAP AT THE DISCHARGE TO THE FLOOR SINK. SECURE ICE MAKER DRAIN PIPES TO THE BOTTOM OF THE ICE MAKER. 5 PROVIDE DRAIN LINES FROM THE FOOD PREP SINK TO THE FLOOR SINK. PROVIDE AN AIR GAP AT THE DISCHARGE TO THE FLOOR SINK. 6 PROVIDE A 3" VENT THROUGH THE ROOF PER DETAIL 3/P700. 7 CONNECT TO EXISTING 4" GREASE WASTE LINE LEADING TO EXISTING DEDICATED 1250 GALLON INTERCEPTOR. 8 CONNECT TO EXISTING 4" SANITARY SEWER. 9 PROVIDE 3/4" VALVED DRAIN FROM HOT FOOD TABLE TO THE FLOOR SINK. DRAIN THROUGH AN AIR GAP. 10 PROVIDE INSULATED COPPER DRAIN LINES FROM THE TEA TRAY DRAIN AND THE SODA MACHINE DRAIN TO THE FLOOR SINK. DRAIN THROUGH AN AIR GAP. HOLD TEA TRAY DRAIN AS HIGH AS POSSIBLE AND SECURE TO STRUCTURE BELOW THE UTENSIL COUNTER. 11 TRIM TRENCH DRAIN ENDS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION SO THAT GRATE FITS WITHOUT GAPS. INSTALL TRENCH DRAIN WITH SLIGHT POSITIVE SLOPE TOWARD THE DRAIN CONNECTION TO AVOID STANDING WATER IN TRENCH DRAIN. 12 HOLD HORIZONTAL VENT PIPES ABOVE THE RESTROOM BELOW THE TOP OF THE PLYWOOD BOX ELEMENT. PAINT EXPOSED VERTICAL VENT PIPES TO MATCH THE ROOF DECK. 13 DO NOT PROVIDE WALL CLEANOUTS ON TILE OR PUBLICLY -VISIBLE WALLS. IF A WALL CLEANOUT IS REQUIRED ON THESE SURFACE COORDINATE THE EXACT LOCATION WITH CHIPOTLE'S CONSTRUCTION MANAGER. 14 PROVIDE INDIRECT WASTE AND CONDENSATE DRAINS FROM FIXTURES OTHER THAN KITCHEN SINKS CONCEALED IN THE WALL AS SHOWN IN DETAIL 9/P700. 15 PROVIDE DRAIN FROM WATER FILTER BFP TO MOP SINK CONCEALED IN THE WALL AS SHOWN IN DETAIL 9/P700. 16 PROVIDE TRENCH DRAIN AS SHOWN IN DETAIL 15/P700. 17 PROVIDE 1-1/2" DRAIN PIPE FROM DISH MACHINE TO FLOOR SINK. HOLD DRAIN LINE TIGHT TO WALL AS SHOWN AND DRAIN THROUGH AN AIR GAP AT THE FLOOR SINK. 18 PROVIDE CONDENSATE TRAP ON RTU PER DETAIL 13/P700. 19 PROVIDE 3/4" PVC DRAIN PIPE FROM THE ICE MACHINE TO THE FLOOR SINK PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE A CODE -APPROVED AIR GAP ATTHE DISCHARGE TO THE FLOOR SINK. 20 PROVIDE INSULATED COPPER DRAIN LINES FROM THE TEA TRAY DRAIN AND THE SODA MACHINE DRAIN AT THE PICKUP WINDOW TO THE FLOOR SINK BELOW. ROUTE DRAIN LINES AROUND SHELVING BELOW, NOT THROUGH. DRAIN THROUGH AN AIR GAP. I I I I \ 1 1/4"o I \ 2110 VTR 3" oar � I VTR 3"o-T (1 DFU) I 1 1/2"0 2110 2110 —1 1/2"o �\ FS-1 6-11/2"0 I 5 DFU (2 DFU) I W 1 2"r� 3"0 1 1/4" O I WC-1 FS-1 (4 DFU) (1 DFU) " 0 5 DFU I �\ 2 0 3 1 I I I ( ) (4 DFU) 2"-- 0T +_11/4"0 FD-1 G� 2110 I I I 4 _ FD-1 1 11 -1 "1 2 DFU) T �J I I Q 7 (2 DFU) AaX 4 2110� \ G� I HS-1A 4 0 HS-210 (1 DFU) 2"07 FS-1 " � (1 DFU) I 2"o� (5 DFU) I I I G`I•! I I I 2110 "0 FDAHS-2 MB-1A / (1 DFU) 2"01 1 1 1/4"o I (5DFU) OW/ (2 DIFU) �3 0 �'3110 / (3 DFU) FS 1 11 I 2 0 / 2� / 3110 I (5 DFU) I I i FD-1 T "t 3"0 —`�2"0 I (2 DFU) 7 3 FS-1 / � (5 DFU) / 4110 PJ GW k_ I GW- — 3�� 2"0 / G`NGW / ik \G41 (1 DFU) 4„� \G (2 DFU) IP, 7 2"� FD-1 AaX (5 DFU) (2 DFU)7 4"0 3110 / 4\"0 2"0G�, TDA �J (2 DF 2"0 / / PLUMBING SANITARY ISOMETRIC 2 FS-1 12 o Y_ ................... a :. FS-1 �--1 1/2 0 :::.......... ` 11/4"o I FD-1 1 1/2" o �n ....................... ... ......................................... . SANITARY WASTE & VENT PLAN HS-2 NATIONAL E N G I N E E R 1 N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones nationalengineering.com 44 - • No. P 3 =yt' STATE O' tORIV COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM 00 11.0 M J (1) M J 75 J O `, z m LU = _ t0 F_ N 1,o � r-. N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: Drawn: Checked: JEJ MPC Project No. 2001004 Contents: PLUMBING PLAN WASTE & VENT N.T.S. 1/4" = 11-0" Pilo Consultant: PLUMBING FIXTURE SCHEDULE TAG FIXTURE FURNISHED BY INSTALLED BY MANUFACTURER MODEL DESCRIPTION QUANTITY CONNECTION SIZES FIXTURE UNITS (EACH) FIXTURE UNITS (TOTAL) CW HW WASTE CW HW TOTAL SAN CW HW TOTAL SAN BFP-1 RPZ BACKFLOW PREVENTER GC GC CONBRACO 4ALF-203-T2F LEAD FREE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER WITH AUTOMATIC DIFFERENTIAL RELIEF VALVE 1 1/2" 1 1 0 0 0 DM-1 DISH MACHINE KES GC FURNISHED BY KES -- CHEMICAL SANITIZING DISH MACHINE WITH INTEGRAL ELECTRIC BOOSTER HEATER 1 3/4" 1 1/2" 0 1 1 0 0 1 1 0 ET-1 EXPANSION TANK GC GC AMTROL I ST-5 12 GALLON CAPACITY 1 3/4" 0 0 0 0 0 0 0 0 FD-1 FLOOR DRAIN GC GC SIOUX CHIEF 842-2-PNR ADJUSTABLE FLOOR DRAIN, ROUND POLISHED METAL RING AND STRAINER 7 2" 0 2 0 0 0 14 FS-1 FLOOR SINK GCT GC SIOUX CHIEF 861-3PU2 HEAVY DUTY PVC FLOOR SINK WITH ALUMINUM DOME BOTTOM STRAINER AND OPEN HALF PVC GRATE 7 3" 0 5 0 0 0 35 HB-1 HOSE BIBB KES GC �T&S B-2345-01-XX COMMERCIAL QUALITY HOT & COLD MIXING WALL HYDRANT. SUPPLY ARMS SHALL HAVE INTEGRAL SHUT-OFF STOP AND CHECK VALVE. 2 1/2" 1/2" 1.5 1.5 2 0 3 3 4 0 HB-2 HOSE BIBB KES GC T&S B-0730 SILL FAUCET WITH 1/2" NPT FEMALE INLET AND 3/4" GARDEN HOSE THREADED OUTLET. 1 1/2" 1.5 0 1.5 0 1.5 0 1.5 0 HS-1A RESTROOM HAND SINK GC GC KOHLER K-2084 ADA-ACCESSIBLE, WALL -MOUNTED, PORCELAIN LAVATORY. PROVIDE ZURN Z1231 (Z1231-D FOR BACK-TO-BACK APPLICATIONS) CONCEALED ARM CARRIER IN WALL. 2 0" 0" 2" 0 0 0 1 0 0 0 2 HS-16 RESTROOM HAND SINK FAUCET KES GC FURNISHED BY KES -- PLUG-IN AUTOMATIC FAUCET WITH 0.5 GPM AERATOR AND ASSE 1070 COMPLIANT THERMOSTATIC MIXING VALVE. ADJUST FAUCET CONTROLS FOR 10 SECOND SHUTOFF DELAY AND 30 SECOND TIME-OUT DELAY. 2 1/2" 1/2" 0" 1.5 1.5 2 0 3 3 4 0 HS-2 KITCHEN HAND SINK KES GC FURNISHED BY KES -- STAINLESS STEEL SINK WITH WALL MOUNTING BRACKET AND BACKSPLASH MOUNTED FAUCET WITH SWIVEL GOOSENECK 4 1/2" 1/2" 2" 1.5 1.5 2 1 6 6 8 4 MB-1A MOP BASIN GC GC FIAT MSB2424 PROVIDE 24"x24"x10" MOLDED -STONE MOP BASIN. INSTALL MOP BASIN IN A BED OF GROUT SO THERE ARE NO VOIDS BETWEEN THE MOP BASIN AND THE SLAB. 1 0" 0" 3" 0 0 0 3 0 0 0 3 MB-18 �MOPBASINFAUCET KES GC FURNISHED BY KES -- SERVICE SINK FAUCET WITH BUILT IN STOPS, LEVER HANDLES, AND WALL BRACE. 1 1/2" 1/2" 0" 2.25 2.25 3 0 2.25 2.25 3 0 PF-1 POT FILLER KES GC FURNISHED BY KES -- WALL -MOUNTED POT FILLER W/ SELF -CLOSING FILLER VALVE AND 3/8" NPT FEMALE INLET 1 1/2" 1.5 0 1.5 1.5 0 1.5 0 RH-1 MILD CLIMATE ROOF HYDRANT GC I GC WOODFORD RHMC-MS I ROOF HYDRANT WITH ASSE 1052 DUAL CHECK BACKFLOW PREVENTER 1 3/4" 1 0 1 1 0 1 0 SK-1 THREE COMPARTMENT SINK KES GC FURNISHED BY KES -- THREE -COMPARTMENT WARE -WASHING SINK FURNISHED WITH (1) PRE -RINSE UNIT WITH ADD -ON FAUCET 1 1/2" 1/2" 2" 4 4 4 5 4 4 4 5 SK-2 PREP SINK KES GC FURNISHED BY KES -- STAINLESS STEEL PREP TABLE WITH INTEGRAL PREP SINK. FURNISHED WITH "BIG FLO" FAUCET 1 3/4" 3/4" 2" 3 3 4 0 3 3 4 0 TD-1 TRENCH DRAIN GC GC ZURN Z886 8601 8602 6" X 160" HDPE TRENCH DRAIN (SLOPED FROM 3.50" TO 4.70") WITH (2) CLOSED END CAPS, (1) 4" NO -HUB BOTTOM OUTLET, AND CLASS -A HEEL -PROOF POLYETHYLENE GRATES. SEE DETAIL 12/P700 FOR REDUCTION TO 2" DRAIN CONNECTION. 1 2" 0 0 0 2 0 0 0 2 WC-1 WATER CLOSET GC GC KOHLER K-3519 W/ SEAT K-4666-C WHITE HIGHLINE 1.0 GPF, 17-1/8"-HIGH, ADA ACCESSIBLE, PRESSURE ASSIST WATER CLOSET WITH OPEN -FRONT SEAT. INSTALL TRIP LEVER ON THE TANK TO THE OPEN SIDE OF THE STALL (ADD -RA TO THE MODEL # FOR RIGHT HAND TRIP LEVER). 2 1/2" 3" 5 0 5 4 10 0 10 8 WH-1 MILD CLIMATE WALL HYDRANT GC GC WOODFORD MODEL 84 WALL HYDRANT WITH ANTI -SIPHON VACUUM BREAKER 2 3/4" 1 1 0 1 0 2 0 2 0 WS-1 WATER SOFTENER KES GC CUNO CFSM1254E POINT OF ENTRY HIGH CAPACITY WATER TREATMENT SYSTEM 1 1" 1 0 0 0 0 0 0 0 0 40 38.25 22.25 44 73 WATER HEATER SCHEDULE - INSTANTANEOUS FURNISHED INSTALLED INPUT TAG DESCRIPTION BY BY MANUFACTURER MODEL MBH DELIVERY NOTES DWH-1 DIRECT VENT GAS -FIRED INSTANTANEOUS GC GC NAVIEN NPE-240A 199 354 GPH @ 65° RISE PROVIDE WITH LEAD FREE "PLUMB EASY VALVE SET". GC SHALL WATER HEATER PURCHASE WATER HEATER DIRECTLY THROUGH A NAVIEN AUTHORIZED DISTRIBUTOR (1-800-519-8794 OR WWW.NAVIEN.COM TO LOCATE AUTHORIZED DISTRIBUTOR) USING CHIPOTLE'S NEGOTIATED RATE. NATIONAL E N G I N E E R 1 N G 4635 True an Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@fttionalengineering.com �Q e No. P 6 ' -- 'tl CC z e : STATE OFoil �U COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. \POT� r � \MCA N G�� CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM c-I 00 fU Ln J M (1) M � 5 _1 O _ 0 LL z co t OC a O N CL IV Issue Record: 10.14.20 _ BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: Drawn: Checked: JEJ MPC Project No. 2001004 Contents: PLUMBING SCHEDULES RI Q SW SOFTENER DETAIL NOTES 1. RESIN TANK 2. BRINE TANK 3. 1" BALL VALVE 7 4. 1" DOMESTIC COLD WATER (74" AFF) 4 3 0 5 5. 1" SOFT WATER FEED TO • ER HEATER 0 6. 3/4'TSCH 80 PVC 74" AFF) 7. PLUG UNIT INTO GFCI PROTECTED OUTLET. 8. DUNNAGE RACK 1 2 C 6 8 FINISHED FLOOR L.a FLOOR DRAIN 15 WATER SOFTENER DETAIL P700 N.T.S. 1�p -4 ——ONCEAL WATER PROVIDE BYPASS SUPPLY PIPE IN WALL VALVE WITH RED AS SHOWN HANDLE � II U 0 W co rn 1/2 SUPPLY CONCEAL DRAIN PIPE IN WALL FROM BFP TO POINT �) OF DISCHARGE PER DETAIL 9/THIS SHEET 3M HF90 WATER FILTER a INSTALL RESTRAINING CABLE ATTACHMENT POINT INTO WALL BLOCKING DIRECTLY BELOW STANDOFF SHELF 90° STREET ELBOW GAS STUBBED THRU WALL AT 27"AFF BALL VALVE ���dlPl���]►I►L�y�[�]►' 6" DIRT LEG FLEXIBLE GAS LINE ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT ACTUAL CONDITIONS. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MANUFACTURER. PROVIDE WELDED FITTINGS/JOINTS IN ANY CONCEALED, UNSLEEVED LOCATION. KITCHEN GAS EQUIPMENT DETAIL N.T.S. PROVIDE CHROME ONE-PIECE ESCUTCHEONS AT CEILING AND WALL PENETRATIONS. CEILING THE ROUTING OF THE GAS PIPE MUST COMPLY WITH LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. PROVIDE A LINE -SIZE MANUAL GAS SHUTOFF VALVE BELOW THE CEILING. INSTALL THE LINE -SIZE MECHANICAL- OPERATED GAS VALVE FURNISHED BY HS WITH KITCHEN HOOD HOOD BELOW THE CEILING. INTERCONNECT TO THE HOOD FIRE SUPPRESSION SYSTEM. Li PROVIDE GAS LINE TO COOKING SEQUENCE OF OPERATIONS EQUIPMENT UNDER HOOD CONCEALED NORMAL MODE: WITHIN THE VENTED WALL. • DURING NORMAL OPERATION THE GAS SHUT-OFF VALVE SHALL BE OPEN. EMERGENCY MODE: • UPON ACTUATION OF THE HOOD FIRE SUPPRESSION SYSTEM THE GAS SHUT- OFF VALVE SHALL CLOSE. KITCHEN GAS SHUTOFF DETAIL N.T.S. FINISHED FLOOR TRENCH DRAIN 4 NO -HUB BOTTOM OUTLET (INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AT LOWER END OF TRENCH DRAIN SO THAT TRENCH DRAINS TO THE OUTLET) 4" x 2" RUBBER COUPLING WITH CLAMPS _�� INSTALL TRENCH DRAIN PER THE (FERNCO 1056 42 OR EQUAL) MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE PLUMBING SCHEDULE FOR TRENCH DRAIN MODEL. SEE PLUMBING WASTE & VENT PLAN FOR CONTINUATION OF 2" DRAIN PIPE DRAIN SOCK PROVIDED 11 BY TENANT 2 P-TRAP 14 TRENCH DRAIN DETAIL P700 N.T.S. 1/2" FULL PORT BALL VALVE (TYP). PROVIDE WITH GREEN HANDLE UNLESS NOTED OTHERWISE 1/2" UNION (TYP) CEILING 3/4" X 1/2" REDUCER (TYP) 3M HF8-S SCALE INHIBITOR 11 WATER FILTRATION DETAIL P700 N.T.S. RICr �^^wrn PROVIDE 1/2" GAS I RICE COOKER GAS COI DOWN THROUG TABLE � HOLE IN RICE COOKER TABLE INSTALL GAS QUICK DISCONNE, FITTING BELOW TABLE AS SHOV1 SO RICE COOKER AND GAS PII CAN BE REMOVED FROM TAB WHEN QUICK DISCONNECT DISCONNECTED. SEE DET� 7/THIS SHEET F( CONTINUATIO ROOF INSULATION 1/2" TO BAG-N-BOX - BACKFLOW PREVENTER ON CARBONATOR AND PF-1 - 1/2" TO ICE MAKERS CONCEAL WATER SUPPLY PIPES IN WALL AS SHOWN PROVIDE BYPASS VALVE WITH RED II I HANDLE IIi 1. 71/2" COOKER TABLE RICE COOKER GAS CONNECTION DETAIL N.T.S. 12" MINIMUM ABOVE ROOF AND EXTENDED ABOVE THE LEVEL OF THE PARAPET EXISTING ROOF DECK ANCHOR VENT PIPE TO RE: ARCHITECTURAL SHEETS ROOF DECK OR JOIST WITH U-BOLT AROUND PROVIDE SLEEVE IF REQUIRED PIPE AND ANGLE IRON BY ROOFING SYSTEM SECURED TO THE DECK OR A JOIST REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN SIX FEET OF VENTTHRU ROOF LOCATION. FLASHING AND COUNTER FLASHING ARE TO BE COMPATIBLE WITH THE ROOFING SYSTEM. 3 VENT THROUGH ROOF P700 N.T.S. SEE PLUMBING DRAWINGS FOR PIPE SIZE PROVIDE DECK PLATE COMPATIBLE WITH THE ROOFING SYSTEM PROVIDE PILLOW BLOCK PIPE STAND OF POLYCARBONATE RESIN MATERIAL (MIRO INDUSTRIES MODEL 1.5) PILLOW BLOCK PIPE STAND DECK PLATE ROOFING MATERIAL RE: ARCHITECTURAL SHEETS PLUG CONTROL MODULE IN TO i3 RECEPTACLE. SECURE CORD TIGHT TO WALL AND BOTTOM OF SINK. .`.::::-:::.:...:::::::::::::::::-:-::::::::::............:::::............. HOLD RECEPTACLE, WATER VALVES, CONTROL MODULE, MIXING VALVE, AND n n RELATED PIPING AND WIRES DIRECTLY BELOW THE HAND SINK AS SHOWN. Ic'I ROUGH -IN WATER STOP VALVES ON LEFT SIDE ( - OF HAND SINK AS SHOWN. COORDINATE PIPE ROUTING WITH RECEPTACLE LOCATION. I SECURE WATER SUPPLY HOSES FROM STOP VALVES TO MIXING VALVES TO I I I c WALL I I I N 12" CONCEALED ARM LAVATORY CARRIER I I I IN WALL. SEE PLUMBING SCHEDULE I I ( I FOR MORE INFORMATION. I I I I RESTROOM HAND SINK DETAIL 13 N.T.S. HATER INLET PORT UNIT SEE SHEET P110 FOR I�ROOFTOP DO NOT PROVIDE CONDENSATE VENTS IN CONDENSATE DISPOSAL. IF NO DRAIN BETWEEN TRAP POINT OF DISPOSAL AND RTU IS SHOWN THEN . DRAIN CONDENSATE _ TO ROOF DECK. N PROVIDE MANUFACTURED OR FIELD -BUILT SLOPE CONDENSATE CONDENSATE TRAP AS DRAIN A MINIMUM OF SHOWN. DO NOT GLUE PVC IF CONDENSATE IS DRAINING 1/2" PER 10' AWAY FROM TRAP SECTIONS TOGETHER. ONTO ROOF DECK PROVIDE RTU. SUPPORT SPLASH BLOCK BELOW CONDENSATE DRAIN TO CONDENSATE DISCHARGE AVOID SAGS IN PIPE. OOF DECK � 12 RTU CONDENSATE TRAP DETAIL N.T.S. INDIRECT DRAIN PIPE NOZZLE (TO BACKFLOW PREVENTER, CONCEAL DRAIN CONDENSATE DRAIN AIR GAP EDUCTOR PIPE IN WALL CONNECTION, ETC.) INSULATE VALVE BODIES. EXISTING ROOF HIGH AS POSSIBLELE VENTURI PROPORTIONER LEAVE UNIONS FREE OF INSULATIONS STRUCTURE RE: ARCHITECTURAL SHEETS PRODUCT FEED . PRODUCT PICK-UP INLET ARE NO GAPS AT JOINTS INSULATION I ESCUTCHEON (TYPICAL) PROVIDE ONE-PIECE PRE- PROVIDE A ONE FOOT LENGTH MOULDED PVC FITTING COVERS. OF NONCOMPRESSIBLE INSULATION AT HANGERS FOR )ISCHARGE TUBE MIN. 2) PIPE DIAMETERS PROVIDE INSULATION ON PIPES PIPE 2" AND LARGER 811 ( WITHIN WALLS AND CHASES CHEMICAL DISPENSER DETAIL -. N.T.S. PLAN PROVIDE INSULATION ON INTERIOR COLD AND HOT WATER PIPING, CONDENSATE DRAIN PIPE, AND STORM PROVIDE PIPE SUPPORT PIPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION REGARDING INSULATION. INSTALL ITEMS ATTACHED TO THE WALL AS SHOWN. INDIRECT WASTE RECEPTACLE PER SPECIFICATIONS AND MANUFACTURER'S INSTRUCTIONS. MAINTAIN VAPOR BARRIER ON COLD WATER PIPE SUPPORTS SHALL NOT BE (FLOOR SINK, FLOOR DRAIN, AND CONDENSATE PIPING BY MEANS OF SEALANT AND TAPE. FLAME SPREAD AND SMOKE -DEVELOPED ATTACHED TO THE FLOOR UNLESS MOP SINK, ETC.) INDEXES SHALL NOT EXCEED 25/50. SEAL EXPOSED ENDS OF FIBERGLASS INSULATION WITH ADHESIVE NOTED OTHERWISE. MASTIC. PROVIDE PREFORMED GLASS FIBER PIPE INSULATION WITH PRE -MOLDED PVC JACKETS, SLEEVES, DRAINAGE PORTS ON INDIRECT WASTE PIPING DETAIL AND FITTING COVERS ON EXPOSED WATER PIPE SO THAT EXPOSED WATER PIPE IS COVERED ENTIRELY THE SIDES OF THE 9 WITH PVC INSULATION COVERS. PIPE STAND BASE P7� N.T.S. PIPE INSULATION DETAIL 8 P700 N.T.S. CENTER PIPE STAND WATER HEATER DETAIL NOTES ON DECK PLATE 1. PROVIDE TWO 90° ELBOWS AND A SCREEN FOR THE FLUE 15 O TERMINATION THROUGH THE ROOF PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS ROOF DECK STRAP THE PIPE 2, ROUGH -IN COLD, HOT, AND RECIRC PIPES AT 64" AND GAS TO THE PIPE STAND PIPE AT 61" BELOW THE FINISHED CEILING. O ET-1 3 3. PROVIDE EXPANSION TANK ET-1 AS SHOWN. SUPPORT TANK FROM WALL OR STRUCTURE ABOVE. - - - - - - - 40-4 COLD 4. PROVIDE WATER HEATER RECEPTACLE WITHIN 12" OF THE STACK PIPE STANDS TO SECURELY FINISHED CEILING. FASTEN CORD TIGHT TO THE WALL. SUPPORT THE PIPE. WOOD BLOCKING - - - OR SHIMS ARE NOT ACCEPTABLE. - - - - - - -f---� RECIRC. 5. PROVIDE PRESSURE RELIEF VALVE. PIPE PRESSURE RELIEF - - - - - - - - 0 HOT VALVE TO POINT OF DISCHARGE. ! ! 6. CONCEAL WATER PIPING WITHIN THE WALL AS SHOWN. i ! i INSULATE EXPOSED AND CONCEALED WATER PIPING TO GAS WITHIN 3" OF THE WATER HEATER. ELEVATION I 7. INTALL "PLUMB EASY VALVE SET" EXPOSED AT THE COLD PROVIDE PIPE STANDS AS SHOWN FOR STEEL PIPE FROM 1/2" TO 1-1/2" DIAMETER. SUPPORT ! i 14 AND HOT WATER CONNECTIONS TO THE WATER HEATER SPACING FOR PIPE SIZE: 1 2 =6; 3 4 -1 =8; 1 1/4 AND LARGER=10; PROVIDE DECK PLATES ON i i AS SHOWN. ROOFING AND SET PIPE STAND FREE ON DECK PLATES. STACK PIPE STAND WHERE REQUIRED TO I ! 8. IF THE PIPE SIZES AS SHOWN ON THE PLUMBING PLANS IS ELEVATE PIPING. INSTALL GAS PIPE TO ALLOW FOR EXPANSION AND CONTRACTION. I FINISHED CEILING LARGER THAN THE WATER HEATER CONNECTIONS SIZES, PROVIDE REDUCERS WITHIN 6" OF THE WATER HEATER. 5 ROOFTOP PIPING SUPPORT i I 13 © 9 CONDENSATE RAIN TO THE POINT OF DISCHARGE.PIPE PRESSURE RELIEF VALVE DISCHARGE NDFLUE P700 N.T.S.DRAIN i ! I O 4 PROVIDE CLEANOUTS 2" IN THE ENDS OF THE PIPES THREE -COMPARTMENT SINK THROUGH AN AIR GAP. DWH-1 10. PROVIDE AN EXPOSED DRIP LEG AND LINE -SIZE GAS VALVE 11 i I ON THE GAS SERVICE TO THE WATER HEATER. i 11. CONCEAL GAS PIPING IN THE WALL AS SHOWN. ! O_ WATER HEATER DIP SWITCH SETTINGS • RECIRCULATION MODE: INTERNAL 12. PROVIDE 1/2" PVC FROM THE FLUE CONDENSATE CONNECTION TO THE POINT OF DISCHARGE. DRAIN i O W/ INTELLIGENT PREHEATING THROUGH AN AIR GAP. ! • DISPLAY TEMPERATURE UNIT: 13. INSTALL THE TANKLESS WATER HEATER WITH THE TOP OF i FAHRENHEIT THE WATER HEATER WITHIN 12" OF THE FINISHED O • WELL PUMP: DO NOT USE WELL CEILING. I PUMP 14. PROVIDE A 3" 0 PVC PIPE FROM THE TANKLESS WATER • DHW STORAGE TANK: DO NOT USE HEATER TO THE POINT OF DISCHARGE. SLOPE STORAGE TANK HORIZONTAL SECTION OF THE FLUE 1/4" PER FOOT 8 ! • LIME ALARM: 6 MONTH ALERT TOWARDS THE WATER HEATER. 5 16 ( 12 • HIGH ALTITUDE: BASED ON PROJECT ALTITUDE 15, PROVIDE A SCREENED AIR INTAKE WITH TWO 90° ELBOWS ABOVE THE ROOF PER THE MANUFACTURER'S I INSTALLATION INSTRUCTIONS. HOLD HORIZONTAL PIPES I RECIRCULATION VALVE SETTING 16. CONCEAL DRAIN LINES IN WALL PER DETAIL 10/THIS TIGHT TO SINK BASINS • SET INTERNAL RECIRCULATION SHEET. 16 9 VALVE TO "EXT". MAINTAIN AN AIR WATER HEATER GENERAL NOTES GAP AT DISCHARGE TO DISH MACHINE FINISHED FLOOR A. CLEAN INLET STRAINERS AFTER CONSTRUCTION HAS BEEN TO THE FLOOR SINK COMPLETED AND PRIOR TO TURNOVER OF THE BUILDING TO Tr THE OWNER. FLOOR DRAIN B. INSTALL PIPING WITH AS FEW ELBOWS AS POSSIBLE. GREASE WASTE: SEE C. MAINTAIN REQUIRED CLEARANCE TO COMBUSTIBLE SHEET P110 FOR FLOOR SINK MATERIALS. CONTINUATION D. ADJUST WATER HEATER TO A SETPOINT OF 120° F. 2 WARE -WASHING SINK DETAIL 1 WATER HEATER DETAIL P700 N.T.S. P700 N.T.S. Consultant: NATIONAL E N G I N E E R I N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@natiValengineering.com % No. PE 3 , STATE OF t - C� COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM r-I l0 > M M _J N M O 2 0 L.IL Co N LU = fa L O N � >_ N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET ARevisions: Drawn: Checked: J EJ M PC Project No. 2001004 Contents: PLUMBING DETAILS P700 Consultant: SECTION 16011 TEMPORARY & PERMANENT ELECTRICAL SERVICE PART 1 GENERAL 1.1 DEFINITIONS A. GFCI: Ground fault current interrupter. B. RMS: Root Mean Square C. SPDT: Single Pole, Double Throw 1.2 USE CHARGES A. General: Cost or use charges for temporary facilities are not chargeable to Tenant, Architect, or Engineer and shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, the following: 1. Tenant's construction forces. 2. Occupants of Project. 3. Architect. 4. Engineer. 5. Testing agencies. 6. Personnel of authorities having jurisdiction. B. Permanent Service: Coordinate with building Tenant and utility company to establish permanent service upon completion of the project. Contractor shall pay for all permits, aid -to -construction charges, and related fees associated with the new service. 1.3 NOTIFICATION A. Coordinate with Tenant to provide 72 hour written notification to other tenants of any power interruptions. Notification shall state the estimated time and duration of the electrical outage. 1.4 QUALITY ASSURANCE A. Standards: Comply with ANSI A10.6, NECA's'Temporary Electrical Facilities," and NFPA 241. 1. Trade Jurisdictions: Assigned responsibilities for installation and operation of temporary utilities are not intended to interfere with trade regulations and union jurisdictions. 2. Electric Service: Comply with NECA NEMA and UL standards and regulations for temporary ryelectric service. Install service to comply with NFPA 70. 3. Comply with OSHA standards and regulations. PART 2 PRODUCTS 2.1 MATERIALS A. Electrical Outlets: Properly configured, NEMA-polarized outlets to prevent insertion of 110- to 120-V plugs into higher -voltage outlets; equipped with ground -fault circuit interrupters, reset button, and pilot light. B. Power Distribution System Circuits: Where permitted and overhead and exposed for surveillance, wiring circuits, not exceeding 12S-V ac, 20-A rating, and lighting circuits may be nonmetallic sheathed cable. C. Main panelboard with disconnect. D. Temporary lighting. E. 120 volt receptacles with overcurrent protection. F. Enclosures. NEMA AB 1 and NEMA KS 1 to meet environmental conditions of installed location. 1. Outdoor Locations: NEMA 250, Type 3R. PART 3 EXECUTION 3.1 INSTALLATION A. Electric Power Service: Provide weatherproof, grounded electric power service and distribution system of sufficient size, capacity, and power characteristics during construction period. Include meters, transformers, and overload - protected disconnecting means. 1. Install power distribution wiring overhead and rise vertically where least exposed to damage. B. Electric Distribution: Provide receptacle outlets adequate for connection of power tools and equipment. 1. Provide waterproof connectors to connect separate lengths of electrical power cords if single lengths will not reach areas where construction activities are in progress. Do not exceed safe length -voltage ratio. 2. Provide metal conduit, tubing, or metallic cable for wiring exposed to possible damage. Provide rigid steel conduits for wiring exposed on grades, floors, decks, or other traffic areas. 3. Provide metal conduit enclosures or boxes for wiring devices. 4. Provide 4-gang outlets, spaced so 1 DO -foot (30-m) extension cord can reach each area for power hand tools and task lighting. Provide a separate 125-V ac, 20-A circuit for each outlet. C. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations and traffic conditions. 1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system. 2. Provide one 100-W incandescent lamp (or equivalent) every 50 feet (15 m) in traffic areas. 3. Install exterior -yard site lighting that will provide adequate illumination for construction operations, parking and traffic conditions, and signage visibility when the Work is being performed. END OF SECTION 16011 SECTION 16060 - GROUNDING AND BONDING PART 1- GENERAL 1.1 SUMMARY A. This Section includes grounding of electrical systems and equipment. Grounding requirements specified in this Section may be supplemented by special requirements of systems described in other Sections. 1.2 QUALITY ASSURANCE A. Testing Agency Qualifications: Testing agency as defined by OSHA in 29 CFR 1910.7 or a member company of the International Electrical Testing Association and that is acceptable to authorities having jurisdiction. 1. Testing Agency's Field Supervisor: Person currently certified by the International Electrical Testing Association to supervise on -site testing specified in Part 3. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 1. Comply with UL 467. PART 2 - PRODUCTS 2.1 GROUNDING CONDUCTORS A. For insulated conductors, comply with Division 16 Section "Wiring Methods." B. Material: Copper. C. Equipment Grounding Conductors: Insulated with green -colored insulation. D. Grounding Electrode Conductors: Stranded cable. E. Bare Copper Conductors: Comply with the following: 1. Solid Conductors: ASTM B 3. 2. Assembly of Stranded Conductors: ASTM B 8. 2.2 CONNECTOR PRODUCTS A. Comply with IEEE 837 and UL 467; listed for use for specific types, sizes, and combinations of conductors and connected items. PART 3 - EXECUTION 3.1 APPLICATION A. Use only copper conductors. B. In raczways, use insulated equipment grounding conductors. C. Equipment Grounding Conductor Terminations: Use bolted pressure clamps. D. Grounding Bus: Install in electrical and telephone equipment rooms, in rooms housing service equipment, and elsewhere as indicated. 1. Use insulated spacer; space 1 inch from wall and support from wall 6 inches above finished floor, unless otherwise indicated. 2. At doors, route the bus up to the top of the door frame, across the top of the doorway, and down to the specified height above the floor. 3.2 EQUIPMENT GROUNDING CONDUCTORS A. Comply with NFPA 70, Article 250, for types, sizes, and quantities of equipment grounding conductors, unless specific types, larger sizes, or more conductors than required by NFPA 70 are indicated. 3.3 INSTALLATION A. Grounding Conductors: Route along shortest and straightest paths possible, unless otherwise indicated. Avoid obstructing access or placing conductors where they may be subjected to strain, impact, or damage. 3.4 CONNECTIONS A. General: Make connections so galvanic action or electrolysis possibility is minimized. Select connectors, connection hardware, conductors, and connection methods so metals in direct contact will be galvanically compatible. B. Equipment Grounding Conductor Terminations: For No. 8 AWG and larger, use pressure -type grounding lugs. No. 10 AWG and smaller grounding conductors may be terminated with winged pressure -type connectors. C. Tighten screws and bolts for grounding and bonding connectors and terminals according to manufacturer's published torque -tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A. D. Compression -Type Connections: Use hydraulic compression tools to provide correct circumferential pressure for compression connectors. Use tools and dies recommended by connector manufacturer. Provide embossing die code or other standard method to make a visible indication that a connector has been adequately compressed on grounding conductor. END OF SECTION 16060 SECTION 16100 - WIRING METHODS PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Summary: Building wire and cable and associated splices, connectors, and terminations for wiring systems rated 600 V and less, and twisted -pair cable; and raceways and boxes. PART 2 - PRODUCTS 2.1 WIRES AND CABLES A. Connectors and Splices: Wiring connectors of size, ampacity rating, material, and type and class for application and for service indicated. 2.2 RACEWAYS A. Wireways: Screwed cover type, with manufacturers standard finish. B. Outlet and Device Boxes: Sheet metal boxes, except use cast -metal boxes at exterior, interior exposed, and interior damp locations. C. Pull and Junction Boxes: Sheet metal boxes, except use nonmetallic boxes with gasketed covers at exterior and interior damp locations. 2.3 ENCLOSURES A. Hinged -Cover Enclosures: NEMA 250, steel enclosure with continuous hinge cover and flush latch. Finish inside and out with manufacturer's standard enamel. B. Cabinets: NEMA 250, Type 1, unless otherwise indicated. PART 3 - EXECUTION 3.1 INSTALLATION A. Install wires and cables according to the NECA's "Standard of Installation. B. Wiring at Outlets: Install with at least 12 inches of slack conductor at each outlet. C. Conceal wiring, unless otherwise indicated, within finished walls, ceilings, and floors. D. Boxes and Enclosures: In damp or wet locations use NEMA 250, Type 4, stainless steel. E. Use raceway fittings compatible with raceway and suitable for use and location. For intermediate metal conduit, use threaded rigid steel conduit fittings, unless otherwise indicated. F. Raceways Embedded in Slabs: Install in middle third of the slab thickness where practical, and leave at least 1-inch concrete cover. G. Install exposed raceways parallel to or at right angles to nearby surfaces or structural members, and follow the surface contours as much as practical. H. Join raceways with fittings designed and approved for the purpose and make joints tight. Use bonding bushings or wedges at connections subject to vibration. Use bonding jumpers where joints cannot be made tight. Use insulating bushings to protect conductors. I. Install pull wires in empty raceways. Use No. 14 AWG zinc -coated steel or monofilament plastic line having not less than 200-lb tensile strength. Leave not less than 18 inches of slack at each end of the pull wire. J. Install raceway sealing fittings where required by the NEC and at wiring entrances to refrigerated spaces. Locate at suitable, approved, accessible locations and fill them with UL-listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces. K. Stub -up Connections for Equipment: Extend conductors to equipment with rigid metal conduit; flexible metal conduit may be used 3 inches above the floor. L. Install a separate green ground conductor in surface metal raceway from the junction box supplying the raceway to receptacle and fixture ground terminals. 3.2 IDENTIFICATION MATERIALS AND DEVICES A. Install at locations for most convenient viewing without interference with operation and maintenance of equipment. B. Coordinate names, abbreviations, colors, and other designations used for electrical identification with corresponding designations indicated in the Contract Documents or required by codes and standards. Use consistent designations throughout Project. C. Identify raceways and cables with color banding as follows: 1. Bands: Pretensioned, snap -around, colored plastic sleeves or colored encircling conduit, and place adjacent bands of two-color markings in contact, side by side. 2. Band Locations: At changes in direction, at penetrations of walls and floors, at 50-foot maximum intervals in straight runs, and at 25-foot maximum intervals in congested areas. 3. Colors: As follows: a. Telecommunication System: Green and yellow. D. Color -code System secondary service, feeder, and branch -circuit conductors throughout the secondary electrical system as follows: 120/208V 277/480V 1. Phase A: Black Brown 2. Phase B: Red Orange 3. Phase C: Blue Yellow 4. Neutral: White Gray 5. Ground: Green Green END OF SECTION 16100 SECTION 16140- WIRING DEVICES PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: None. B. Comply with NEMA WD 1. C. Comply with NFPA 70. PART 2 - PRODUCTS 2.1 DEVICES A. General: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction. B. Color: Per Material Schedule on sheet E010. C. Receptacles: Heavy- Duty grade, NEMA WD6, Configuration 5-20R unless otherwise indicated. D. Ground -Fault Circuit Interrupter Receptacles: integral duplex receptacle; for installation in box without an adapter. Feed -through type, with a 2-3/4-inch- deep outlet E. Isolated -Ground Receptacles: Equipment grounding contacts connected only to the green grounding screw terminal of the device with inherent electrical isolation from mounting strap. F. Snap Switches: Heavy-duty, quiet type. G. Wall Plate: Per Material Schedule on sheet E010. H. Floor Service Fittings: Modular, above -floor, dual -service units suitable for wiring method used. PART 3 - EXECUTION 3.1 INSTALLATION A. Install devices and assemblies plumb and secure. B. Mount devices flush with long dimension vertical unless otherwise indicated. C. Protect devices and assemblies during painting. D. Install wall plates when painting is complete and paint is cured. END OF SECTION 16140 SECTION 16442 - PANELBOARDS PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: None. B. Comply with NFPA 70. C. Comply with NEMA PB 1. PART 2 - PRODUCTS 2.1 PANELBOARDS AND LOAD CENTERS A. Manufacturers: Subject to compliance with requirement, provide products by one of the following: 1. Panelboards, Overcurrent Protective Devices, Controllers, Contactors, and Accessories: a. Square D Co. b. Eaton Corp.; Cutler -Hammer Products. c. General Electric Co.; Electrical Distribution & Control Div. d. Siemens Energy & Automation. B. Recessed, NEMA PB 1, Type 1. 1. Load Center Capacity: as shown on drawings. 2. Front: Secured to box with concealed trim clamps. 3. Doors: With concealed hinges, flush catches, and tumbler locks, all keyed alike. 4. Bus: Hard drawn copper of 98 percent conductivity. C. Molded -Case Circuit Breakers: NEMA AB 1, plug-in type, Single -handle for multipole circuit breakers. Appropriate for application, including Type SWD for repetitive switching lighting loads and Type HACR for heating, air-conditioning, and refrigerating equipment. D. Contactors: NEMA ICS 2, Class A combination contactors. PART 3 - EXECUTION 3.1 INSTALLATION A. Install panelboards and accessory items according to NEMA PB 1.1. Provide typed, permantently-mounted English and Spanish circuit directories showing the panel schedules as installed in each panelboard. B. Mounting Heights: Top of trim 74 inches above finished floor, unless otherwise indicated. C. Future Circuit Provisions at Flush Panel boards: Stub four empty 3/4-inch conduits from panelboard into accessible or designated ceiling space. D. Wiring in Panelboard Gutters: Arrange conductors into groups, bundle and wrap with wire ties according to NEC guidelines. E. Tighten electrical connectors and terminals, including grounding connections, according to manufacturer's published torque -tightening values. Where manufacturer's torque values are not indicated, use those specified in UL 486A. F. Perform visual and mechanical inspections and electrical tests stated In NETA ATS. END OF SECTION 16442 SECTION 16500 - LIGHTING PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: None. B. Fixtures, Emergency Lighting Units, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction. C. Coordinate ceiling -mounted luminaires with ceiling construction, mechanical work, and security and fire -prevention features mounted In ceiling space and on ceiling. PART 2 - PRODUCTS 2.1 FIXTURES AND FIXTURE COMPONENTS, GENERAL A. Metal Parts: Free from burrs, sharp corners, and edges. Steel, unless otherwise indicated. Form and support to prevent warping and sagging. B. Doors, Frames, and Other Internal Access: Smooth operating, free from light leakage under operating conditions, and arranged to permit re-lamping without use of tools. Arrange doors, frames, lenses, diffusers, and other pieces to prevent accidental falling during re-lamping and when secured in operating position. C. Lenses, Diffusers, Covers, and Globes: 100 percent virgin acrylic plastic or annealed crystal glass, unless otherwise indicated. PART 3 - EXECUTION 3.1 INSTALLATION A. Set units level, plumb, and square with ceiling and walls, and secure. B. Support for Recessed and Semirecessed Grid -Type Fluorescent Fixtures: Install ceiling support system rods or wires at a minimum of 4 rods or wires for each fixture, located not more than 6 inches from fixture corners. C. Support for Suspended Fixtures: Support according to manufacturers' recommendations. D. Lamping: Where specific lamp designations are not indicated, lamp units according to manufacturer's written instructions. END OF SECTION 16500 ELECTRICAL MATERIAL SCHEDULE ALLOWABLE CATEGORY APPLICATION MATERIAL SOLID CU, TYPE #10 AWG AND SMALLER THHN/THWN OR XHHW CONDUCTORS STRANDED CU, #8 AWG AND LARGER TYPE THHN/THWN OR XHHW ELECTRICAL INDOOR, EXPOSED METALLIC TUBING U.N.O. INDOOR, WITHIN 1-1/2" OF ROOF INTERMEDIATE METAL CONDUIT DECK ELECTRICAL METALLIC INDOOR CONCEALED TUBING FLEXIBLE ABOVE GRADE METAL CONDUIT, OR METAL CLAD CABLE CONNECTION TO VIBRATING EQUIPMENT LIQUIDTIGHT (EXPOSED WET OR DAMP FLEXIBLE METAL LOCATIONS) CONDUIT CONDUITS CONNECTION TO VIBRATING EQUIPMENT FLEXIBLE METAL (EXPOSED INDOOR DRY CONDUIT LOCATIONS) OUTDOOR, ABOVE GRADE, EXPOSED INTERMEDIATE OR CONCEALED METAL CONDUIT LOW VOLTAGE, INDOOR, ABOVE ELECTRICAL GRADE METALLIC TUBING RIGID LOW OR LINE VOLTAGE NONMETALLIC BELOW GRADE CONDUIT (SCHEDULE 40 PVC) GRAY DEVICE IN KITCHEN, OFFICE, OR WITH STAINLESS NON-PUBLIC SPACES STEEL COVER PLATE GRAY DEVICE IG OR IG/GFI WITH STAINLESS RECEPTACLES STEEL COVER PLATE ON DRYWALL IN WHITE DEVICE WIRING DEVICES DINING ROOM WITH WHITE COVER PLATE ON HOT BLACK DEVICE ROLLED STEEL, RICHLITE, OR WITH BLACK OTHER BLACK FINISHES COVER PLATE WHITE DEVICE IN RESTROOMS WITH WHITE COVER PLATE ELECTRICAL SYMBOLS ELECTRICAL GENERAL NOTES A GENERAL NOTES APPLY TO ELECTRICAL SHEETS. CONDUIT CONCEALED ABOVE THE -- CEILING, IN A WALL, OR IN A B ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE RACEWAY ELECTRICAL CODE AND IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION. SEE ARCHITECTURAL SHEETS FOR THE PREVAILING CONDUIT CONCEALED BELOW THE SLAB CODES. A-6 HOME -RUN TO PANELBOARD AND C WIRING SHALL BE (2)#12, #12 G IN 3/4" C UNLESS NOTED OTHERWISE. CIRCUIT NUMBER SHOWN D INDIVIDUAL CONDUIT HOME RUNS SHOWN SHALL NOT BE OPLAN NOTE: SEE PLAN NOTES LISTED ON CONSOLIDATED. THE SAME SHEET FOR NOTE MEANING E CIRCUIT EMERGENCY LIGHTS, ILLUMINATED EXIT SIGNS, AND NIGHT DISCONNECT SWITCH: LIGHTS AHEAD OF LOCAL SWITCHING. X/Y/Z X = SWITCH RATING F INSTALL WALL SWITCHES AT 48" AFF TO CENTER OF SWITCH AND LD Y = FUSE SIZE (NF = NON -FUSED) RECEPTACLES AT 18" AFF TO CENTER OF RECEPTACLE UNLESS NOTED Z = NUMBER OF POLES OTHERWISE. O JUNCTION BOX G INSTALL CONDUIT CONCEALED ABOVE THE CEILING, IN WALLS, OR IN RACEWAYS. = ELECTRIC PANELBOARD H PROVIDE 1" CONDUIT WITH PULL STRING FROM EACH J-BOX FOR GENERAL PURPOSE 1-POLE SWITCH TELEPHONE OR DATA JACKS TO ABOVE OFFICE CEILING. SEE MATERIAL M MANUAL STARTER WITH PILOT LIGHT SCHEDULE FOR ALLOWABLE CONDUIT MATERIALS. PROVIDE CONDUITS WITH MINIMAL ELBOWS AND TERMINATE CONDUITS ABOVE OFFICE e- NEMA 5-20R 1-PLEX RECEPTACLE CEILING WITH CONDUIT BUSHING. I THE TERM "FURNISH" MEANS SUPPLY AND DELIVER TO THE PROJECT NEMA 5-20R DUPLEX RECEPTACLE SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, NEMA 5-20R DOUBLE -DUPLEX RECEPTACLES AND SIMILAR OPERATIONS. THE TERM "INSTALL" DESCRIBES THE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL CEILING MOUNTED NEMA 5-20R DUPLEX RECEPTACLE UNLOADING, UNPACKING, ASSEMBLY, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, IIG/GFI NEMA 5-20R DUPLEX COMBINATION ISOLATED GROUND/GFI PROTECTING, CLEANING, AND SIMILAR OPERATIONS. THE TERM RECEPTACLE PASS & SEYMOUR MODEL#20951GTRGRY (GRAY) "PROVIDE" MEANS TO FURNISH AND INSTALL, COMPLETE AND READY ® OTHER RECEPTACLE - SEE PLAN FOR RATING AND TYPE FOR THE INTENDED USE. JUNCTION BOX FOR RJ-45 DATA OUTLETS. PROVIDE 1" J DIMENSIONS SHOWN IN ELECTRICAL ELEVATIONS ARE FROM THE WALL CONDUIT WITH PULL STRING FROM J-BOX TO ABOVE OFFICE FRAMING UNLESS NOTED OTHERWISE. CEILING. TERMINATE CONDUIT WITH CONDUIT BUSHING. K PROVIDE LABELING CALLED FOR IN THE ELECTRICAL DRAWINGS USING ENGRAVED PHENOLIC PLATES (WHITE WITH BLACK LETTERING). DOUBLE GANG JUNCTION BOX FOR RJ-45 DATA OUTLETS. �8 PROVIDE 1" CONDUIT WITH PULL STRING FROM J-BOX TO ABOVE OFFICE CEILING. TERMINATE CONDUIT WITH CONDUIT BUSHING. JUNCTION BOX FOR RJ-11 TELEPHONE OUTLETS. PROVIDE 1" t CONDUIT WITH PULL STRING FROM J-BOX TO ABOVE OFFICE CEILING. TERMINATE CONDUIT WITH CONDUIT BUSHING. SECURITY SYSTEM KEYPAD: PROVIDE A RECESSED JB WITH A KP 1/2" CONDUIT TO ABOVE THE DROP TILE CEILING IN THE OFFICE AREA AND TERMINATE WITH A CONDUIT BUSHING ELECTRICAL ABBREVIATIONS AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE C CONDUIT (E) EXISTING EXT'G EXISTING G GROUND GFCI GROUND FAULT CIRCUIT INTERRUPT IG ISOLATED GROUND JB JUNCTION BOX NL NIGHT LIGHT S SURFACE MOUNTED WP WEATHERPROOF CO2AS TENANT'S CO2 ALARM SUPPLIER GC GENERAL CONTRACTOR HES TENANT'S HVAC EQUIPMENT SUPPLIER HS TENANT'S HOOD SUPPLIER KES TENANT'S KITCHEN EQUIPMENT SUPPLIER TAB TENANT'S TEST AND BALANCE VENDOR TCC TENANT'S CABLING CONTRACTOR TDC TENANT'S DUCT CLEANER TEMS TENANT'S ENERGY MANAGEMENT SYSTEM SUPPLIER TLS TENANT'S LIGHT/LAMP SUPPLIER TMB TENANT'S MENU BOARD SUPPLIER TMS TENANT'S MILLWORK SUPPLIER TP TENANT'S PHONE SUPPLIER TRS TENANT'S RAILING SUPPLIER TSV TENANT'S SIGN VENDOR TUV TENANT'S UV SANITIZER SUPPLIER WCS TENANT'S WALK-IN COOLER SUPPLIER WHS TENANT'S WATER HEATER SUPPLIER NATIONAL E N G I N E E R 1 N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@nati nalengineering.com T- �O 0 N PE 43 it _ �C)'` STAT OF �I COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM r-I 00 C0 Ln M J a) M O `L OC m Z } N W = fa a (D O N CU Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: Drawn: Checked: J EJ M PC Project No. 0 1 BIZ Contents: ELECTRICAL SPECIFICATIONS E010 ■ Consultant: LIGHTING CONTROL PANEL SCHEDULE: LCP RELAY PANEL CIRCUIT AREA SERVED CONTROL TIME ON TIME OFF NOTES R1 A 24 DINING ROOM A TIMECLOCK 10:00:00 AM 12:00:00 AM SINGLE POLE (NC) R3 A 24 DINING ROOM B TIMECLOCK 10:00:00 AM 12:00:00 AM SINGLE POLE (NC) R5 A 24 DINING ROOM DL TIMECLOCK 10:00:00 AM 12:00:00 AM SINGLE POLE (NC) R7 A 22 RESTROOM EXHAUST FAN TIMECLOCK 7:00:00 AM 12:00:00 AM SINGLE POLE (NC) R2 A 26 FRONT KITCHEN A TIMECLOCK 7:00:00 AM 12:00:00 AM SINGLE POLE (NC) R4 A 26 FRONT KITCHEN B TIMECLOCK 7:00:00 AM 12:00:00 AM SINGLE POLE (NC) R6 A 28 BACK KITCHEN A TIMECLOCK 7:00:00 AM 12:00:00 AM SINGLE POLE (NC) R8 A 28 BACK KITCHEN B TIMECLOCK 7:00:00 AM 12:00:00 AM SINGLE POLE (NC) LIGHTING CONTROL COMPONENTS SCHEDULE FURNISHED INSTALLED DESCRIPTION QUANTITY BY BY MANUFACTURER MODEL REMARKS BLUE BOX LT LIGHTING 1 TLS GC ACUITY GR1408 LT ENC FM NE1 8 RELAY PANEL FOR ON/OFF CONTROL LCP CONTROL PANEL WITH GR1408 LT INT WITH FLUSH MOUNT ENCLOSURE, AND 8NCL DTC DV DIGITAL TIME CLOCK C WALL -MOUNTED 1 TLS GC ACUITY CHELSEA SEE LIGHTING CONTROL DIAGRAM FOR CHELSEA SWITCH SWITCH CONFIGURATION WALL -MOUNTED 2 TLS GC COOPER SAL06P-W SLIDE DIMMER COMPATIBLE WITH UP TO DIMMER SWITCH 30OW LED LIGHTING. SET AT 50%. IF DINING ROOM LIGHTS FLICKER AT THIS sD DIMMER SETTING THEN GC SHALL PROVIDE LUTRON DVCL-253P DIMMER AS REPLACEMENT. WALL -MOUNTED LINE 3 TLS GC HUBBELL LHMTS 1-N-WH WHITE DUAL TECHNOLOGY SINGLE RELAY $OC VOLTAGE OCCUPANCY WITH 1 BUTTON AND NEUTRAL WIRING SENSOR ELECTRICAL LIGHTING PLAN NOTES 1 INSTALL LC&D CHELSEA SWITCH AND CONNECT TO BLUE BOX AS SHOWN IN DETAIL 6/E710 2 FOR UNCIRCUITED LIGHT FIXTURES, CONNECT TO RELAY CIRCUIT INDICATED NEXT TO THE FIXTURE TAG THROUGH THE LIGHTING CONTROL PANEL (LCP) UNLESS NOTED OTHERWISE. 3 WALL MOUNT THE EMERGENCY LIGHT FIXTURE AT 6" BELOW THE CEILING UNLESS NOTED OTHERWISE 4 VERIFY MOUNTING HEIGHT OF EXIT SIGN PRIOR TO ROUGH IN. EXIT SIGN MUST BE VISIBLE FROM AREA SERVED AFTER BUILDING SYSTEMS HAVE BEEN INSTALLED. SEE ARCHITECTURAL ELEVATIONS FOR FURTHER INFORMATION. 5 INSTALL LIGHTING CONTROL SYSTEM PER DETAIL 6/E710. 6 INSTALL LIGHT FIXTURES FURNISHED WITH THE WALK-IN COOLER. PROVIDE UNSWITCHED CONDUCTOR FROM LIGHTING CIRCUIT TO WALK-IN COOLER LIGHTING J-BOX AND FROM J-BOX TO LIGHT FIXTURES AS SHOWN. CONDUIT BETWEEN LIGHT FIXTURES SHALL BE ROUTED ON THE INTERIOR OF THE WALK-IN COOLER. SEAL INTERIOR AND EXTERIOR OF CONDUITS WHERE THEY PASS THROUGH THE WALK-IN COOLER ENVELOPE PER THE NEC. 7 PROVIDE (2) GFCI RECEPTACLES FOR UNDERSHELF LIGHTING AS SHOWN. CONNECT TO SWITCHED LEG OF THE KITCHEN LIGHTING CIRCUIT. SEE ELEVATIONS ON SHEET E700 FOR RECEPTACLE LOCATIONS, HEIGHTS, AND CIRCUITING. INSTALL RECEPTACLES IN A HORIZONTAL ORIENTATION. 8 PROVIDE UNISTRUT AS SHOWN ON THE ARCHITECTURAL RCP PER THE ARCHITECTURAL UNISTRUT DETAIL. TYPICAL. 9 CONNECT DINING ROOM (RELAY CIRCUITS R1, 113) OVERHEAD STRIP LED LIGHTS TO THE RELAY INDICATED THROUGH THE CORRESPONDING WALL -MOUNTED DIMMER INSTALLED ABOVE THE PANELBOARDS. 10 INSTALL WALL -MOUNTED OCCUPANCY SENSOR FURNISHED BY LIGHTING SUPPLIER AT 42" AFF. ADJUST OCCUPANCY SENSOR TO PROVIDE AUTOMATIC ON/AUTOMATIC OFF OPERATION WITH A FIXED TIMER OF 30 MINUTES AND WITH BOTH THE PASSIVE INFRARED AND ULTRASONIC SENSORS ENABLED. it INSTALL WALL -MOUNTED DIMMERS ABOVE PANELBOARDS 6" ABOVE LAY -IN CEILING FOR CONTROL OF DINING ROOM OVERHEAD STRIP LED AND PENDANT LIGHTS. CONNECT DIMMERS TO RELAYS SHOWN THROUGH THE LIGHTING CONTROL P,AN I .,SET. DAt,ME,R.T/5q%. ,- ✓ ✓ ✓ r 12 INSTALL CHIME/STROBE FURNISHED WITH VEHICLE DETECTION SYSTEM ON WALL 12" BELOW CEILING AND CONNECT TO VEHICLE DETECTOR SYSTEM PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. LIGHTING FIXTURE SCHEDULE FURNISHED INSTALLED WATT TAG QUANTITY TYPE MOUNT BY BY MANUFACTURER MODEL LAMP(S) VOLTS S SPECIAL REQUIREMENTS Al 10 2x2 LED LENSED TROFFER LAY -IN TLS GC NORA LIGHTING NPDBL-E22/334 W (1) 3000K LED 120 30 COMPATIBLE WITH 0-10V DIMMING, FACTORY LOCKED TO 3000K B1 32 RECESSED 61N CAN LIGHT CEILING TLS GC NORA LIGHTING NHIC-6G24ATFL with (1) 17W ECOSTORY ECO-PAR38C-17-GU24-27K-25D 120 17 NTM-57W/M1 Trim LED (25°-2700K) W/ GU 24 BASE B2 9 RECESSED 61N CAN LIGHT W/ CEILING TLS GC NORA LIGHTING NHIC-6G24ATFL WITH INTEGRAL 3000K LED 120 17 LED TRIM FURNISHED WITH GU24 SOCKET LED TRIM NLCBC-6513OWW LED TRIM ADAPTER B3 6 RECESSED 61N CAN LIGHT W/ CEILING TLS GC NORA LIGHTING NHIC-6G24ATFL WITH INTEGRAL 3000K LED 120 12 BLACK LED TRIM FURNISHED WITH GU24 BLACK LED TRIM NLCBC2-65127BB LED TRIM SOCKET ADAPTER CO 4 LOW PROFILE LED - 1 FT SURFACE TLS GC HERA LIGHTING EL/LED/12/WW INTEGRAL 3000K LED 120 5 FURNISHED WITH COVERS, CONNECTORS, AND ONE HARDWIRE BOX OR CORD/PLUG PER SECTION C1 1 LOW PROFILE LED - 2 FT SURFACE TLS GC HERA LIGHTING EL/LED/22/WW INTEGRAL 3000K LED 120 9 FURNISHED WITH COVERS, CONNECTORS, AND ONE HARDWIRE BOX OR CORD/PLUG PER SECTION C2 5 LOW PROFILE LED - 3 FT SURFACE TLS GC HERA LIGHTING EL/LED/34/WW INTEGRAL 3000K LED 120 12 FURNISHED WITH COVERS, CONNECTORS, AND ONE HARDWIRE BOX OR CORD/PLUG PER SECTION C3 17 LOW PROFILE LED - 4 FT SURFACE TLS GC HERA LIGHTING EL/LED/46/WW INTEGRAL 3000K LED 120 15 FURNISHED WITH COVERS, CONNECTORS, AND ONE HARDWIRE BOX OR CORD/PLUG PER SECTION C4 14 LOW PROFILE LED - 5 FT SURFACE TLS GC HERA LIGHTING EL/LED/59/WW INTEGRAL 3000K LED 120 18 FURNISHED WITH COVERS, CONNECTORS, AND ONE HARDWIRE BOX OR CORD/PLUG PER SECTION E1 4 EMERGENCY LIGHT - DUAL VARIOUS TLS GC EXITRONIX LED-90 (2) SPECIAL LED 120 2 90 MINUTE BATTERY BACKUP HEAD E2 3 EXTERIOR REMOTE VARIOUS TLS GC EXITRONIX CLED-BL-WP WITH PMC-B-1 (1) SPECIAL LED 4 1 LOW VOLTAGE REMOTE EMERGENCY EMERGENCY LIGHT MOUNTING PLATE LIGHT POWERED BY REMOTE -CAPABLE EXIT SIGN E4 3 WHITE EXIT SIGN WITH VARIOUS TLS GC EXITRONIX CLED-U-WH (1) SPECIAL LED 120 2 90 MINUTE BATTERY BACKUP WITH EMERGENCY LIGHT- INTEGRAL EMERGENCY LIGHT, REMOTE STANDARD RED LETTERS HEAD CAPABLE E7 9 EMERGENCY LIGHT VARIOUS TLS GC DUAL-LITE EV2 (2) 1W INTEGRAL LED 120 1 90 MINUTE BATTERY BACKUP G4 2 PATIO LIGHT POLE POLE TLS GC RAB Lighting ALED10Y W/ PS4-11-10D2 INTEGRAL LED 120 10 SEE PLAN FOR LAMP HEAD POLE CONFIGURATION. REFER TO ARCHITECTURAL SHEETS FOR FINISH AND INSTALLATION DETAIL H1 9 HOOD LIGHT SURFACE THS/TLS THS VAPOR PROOF LIGHT FURNISHED WITH HOOD (1) CF23EL/MINI/827 120 23 INSTALL LAMP FURNISHED SEPARATELY BY FIXTURE FURNISHED LIGHTING SUPPLIER WITH HOOD J4 2 DECORATIVE PENDANT SURFACE TLS GC BARNLIGHT BLE-C-CPT10-ASH-100-SBK- GREEN CREATIVE 9A19DIM/927/GU24/R 120 9 WITH BLACK LAMPSHADE, BLACK CORD, 100-CAW AND OAK LAMPHOLDER P5 5 PENDANT SURFACE TLS GC HI-LITE MFG H-LC-91/CB12-91/20W LBL TCP FG25D4027CCQ 120 5 ADJUST CORD LENGTH FOR MOUNTING HEIGHT CALLED FOR IN ARCHITECTURAL ... .._. ,_.. _.. _ _.. .... _, _ Sl 1 DRIVE -UP PICK-UP WINDOW WALL TLS GC FEDERAL SIGNAL SLM500B W/ INTEGRAL 16 0 SET SWITCH ATO "CHIME 1 SINGLE" CHIME/STROBE SLMBW-012-024 (11011) AND SWITCH B TO "CHIME 2 0111 i J. /. r i.. l _/`.... ✓._ i i.., .. • ^t T1 9 TRACK HEAD TRACK TLS GC JUNO R605L 30K 90CRI PDIM WFL .. INTEGRAL LED 120 10 BLACK CYLINDER TRACK HEAD W/ BL UNIVERSAL 120V TRAC ADAPTER AND WIDE FLOOD BEAM T-6 3 TRACK (6 FEET) SURFACE TLS GC JUNO T 6FT BK N/A 120 0 SINGLE CIRCUIT, BLACK FINISH TCL-2 1 CURRENT LIMITER (240W) SURFACE TLS GC JUNO TCLFM11 BL W/TCLCB 2A N/A 120 0 BLACK CURRENT LIMITING END FEED BLCK W1 4 WIC LED FIXTURE SURFACE WCS GC FURNISHED WITH WIC FURNISHED WITH WIC INTEGRAL LED 1 120 1 29 WET -RATED COOLER FIXTURE LIGHTING FIXTURE SCHEDULE NOTES A. FLUORESCENT LAMPS NOT INCLUDED WITH THE FIXTUREA RE TO BE MANUFACTURED BY SYLVANIA UNLESS OTHERWISE NOTED. PHILIPS FLUORESCENT LAMPS WILL BE AN ACCEPTABLE ALTERNATE. B. SEETHE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LIGHT LOCATIONS. C. SEETHE ARCHITECTURAL LIGHTING DETAILS FOR FIXTURE CONSTRUCTION DETAILS. 1 LIGHTING FLOOR PLAN E100 1/4" =1'-0" NATIONAL E N G IN E ER I N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjonesanationalengineering.com r ✓0 // j� No. P 43 ) STATE OF ..� �CORI i COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. nf CAN CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM 00 m L n J M N M J 75 .__I O m `'`. zLU N _ D t cc a- L ONLO kD r,*. W IV Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: 2 01.06.21 DB-07-2020 Drawn: Checked: JEJ MPC Project No. 2001004 Contents: ELECTRICAL LIGHTING PLAN E100 ELECTRICAL POWER PLAN NOTES 1 SHOW ROOM WINDOW RECEPTACLE. COORDINATE EXACT RECEPTACLE MOUNTING HEIGHT IN THE FIELD. LOCATION SHALL BE IN THE DRYWALL IMMEDIATELY ABOVE THE MAIN STORE -FRONT WINDOW AND AS SHOWN IN THE DINING ROOM ELECTRICAL ELEVATIONS ON SHEET E700. 2 ICE MACHINE ELECTRICAL TIE-IN. COORDINATE EXACT LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. PROVIDE L5-20P FLANGED INLET WIRED TO THE REMOTE CONDENSER. PROVIDE 48" CORDS, ONE WITH 5-20P END AND ONE WITH L5-20R END, FROM ICE MAKER TO RECEPTACLE AND FLANGED INLET. 3 CONNECT RECEPTACLES SERVING EQUIPMENT BELOW THE KITCHEN HOOD TO THE CIRCUITS SHOWN THROUGH THE CONTACTOR INTEGRAL TO THE HOOD CONTROL PANEL. INTEGRAL CONTACTOR SHALL BE INTERLOCKED TO HOOD FIRE PROTECTION SYSTEM SO THAT RECEPTACLES ARE DE -ENERGIZED UPON ACTIVATION OF HOOD FIRE PROTECTION SYSTEM. 4 JUNCTION BOX FOR EXTERIOR SIGN LIGHTING. COORDINATE EXACT LOCATION WITH CHIPOTLE'S CONSTRUCTION MANAGER AND THE SIGN INSTALLER PRIOR TO ROUGH -IN. CONNECT TO CIRCUIT SHOWN THROUGH THE EXTERIOR LIGHTING CONTACTOR PANEL AS SHOWN IN DETAIL 5/E710. 5 PROVIDE 4" OCTAGONAL JUNCTION BOX WITH SCREW THREADS SET AT THE 2 & 8 O'CLOCK POSITIONS FOR THE ANSUL PULL STATION. PROVIDE A 1/2" CONDUIT FROM THE J-BOX TO 6" ABOVE THE CEILING AND TERMINATE WITH A CONDUIT BUSHING. COORDINATE EXACT LOCATION WITH THE ANSUL SYSTEM INSTALLER AND THE FIRE MARSHALL PRIOR TO ROUGH -IN. 6 HOOD CONTROL PANEL AND ANSUL CABINET SHALL BE LOCATED WITHIN THE INTEGRAL HOOD UTILITY CABINET. PROVIDE FINAL ELECTRICAL CONNECTIONS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM. 7 SHOW ROOM WINDOW RECEPTACLE. COORDINATE EXACT RECEPTACLE MOUNTING HEIGHT IN THE FIELD. LOCATION SHALL BE IN THE CEILING IMMEDIATELY ABOVE THE STOREFRONT WINDOW. 8 PROVIDE AN EMPTY SINGLE GANG 1-BOX FOR VOLUME CONTROLS. INSTALL THE CATS VOLUME CONTROL WIRE FURNISHED BY THE TENANT FROM THE J-BOX TO THE AMPLIFIER IN THE OFFICE WITH 3 FEET OF SLACK AT EACH END. 9 COORDINATE DATA/POWER RECEPTACLE MOUNTING REQUIREMENTS WITH THE CASE WORK INSTALLER PRIOR TO ROUGH -IN. 10 PROVIDE ROUGH -INS FOR LAUNCHPORT AS NOTED AND INSTALL LAUNCHPORT FURNISHED BY CHIPOTLE PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS WITH THE WALLSTATION AT 62" AFF AND THE WALL PLATE DIRECTLY ABOVE THE WALLSTATION AT 90" AFF. SEE ARCHITECTURAL DRAWINGS FOR HORIZONTAL LOCATION OF WALL PLATE AND WALLSTATION. PROVIDE SINGLE -GANG J-BOX AT 90" AFF FOR THE WALL PLATE INSTALLATION, A 4" X 2-1/8" DEEP OCTAGON J-BOX AT 62" AFF FOR THE WALLSTATION INSTALLATION, AND A 3/4" CONDUIT BETWEEN THE TWO J-BOXES. PROVIDE A 22 GAUGE 2 CONDUCTOR CABLE BETWEEN THE WALLSTATION AND THE WALL PLATE J-BOXES WITH 6" SLACK AT EACH END. PROVIDE RECEPTACLE AT 90" AFF NEXT TO THE WALL PLATE J-BOX AS SHOWN. THE RECEPTACLE AND WALL PLATE AT 90" AFF SHALL BE CONCEALED FROM PUBLIC VIEW BY THE HOOD. 11 PROVIDE AN EMPTY 1" CONDUIT WITH PULL STRING FROM THE BASE BUILDING'S TELEPHONE SERVICE ENTRANCE LOCATION TO THE SPACE ABOVE THE OFFICE CEILING. 12 PROVIDE A SUITABLE LENGTH OF LIQUID -TIGHT CONDUIT TO THE EXHAUST FAN EF-1 TO ALLOW THE EXHAUST FAN TO HINGE COMPLETELY OPEN WHEN THE VIROGUARD SYSTEM IS INSTALLED. 13 AFTER THE FAX LINE, POS, AND OFFICE EQUIPMENT IS INSTALLED PROVIDE CHILDPROOF RECEPTACLE COVERS ON UNUSED IG RECEPTACLES AT THE FAX LINE, POS, AND OFFICE. 14 PROVIDE ONE PHASE, ONE NEUTRAL, AND ONE GROUND CONDUCTOR FROM THE ICE MAKER TO THE REMOTE CONDENSING UNIT. 15 UNIT SHALL HAVE AN INTEGRAL NON -FUSED DISCONNECT SWITCH. 16 INSTALL DOOR CHIME AT 96" AFF. SEE ARCHITECTURAL DOOR EQUIPMENT FOR EQUIPMENT INFORMATION. 17 INSTALL THE BYPASS DISTRIBUTION PANEL (BDP) FURNISHED BY THE TENANT. INSTALL PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND DETAIL 3/E710. 18 ROUGH -INS TO SERVE LINE AND POS EQUIPMENT ARE UNDERGROUND. COORDINATE ROUGH -IN REQUIREMENTS AND LOCATIONS WITH EQUIPMENT MANUFACTURER PRIOR TO ROUGH -IN. 19 ROOFTOP UNIT SHALL HAVE AN INTEGRAL UNIT -MOUNTED GFCI RECEPTACLE. PROVIDE CONNECTION TO CIRCUIT SHOWN. 20 ICE MAKER RECEPTACLES SHALL BE CONCEALED BEHIND THE ICE MAKER. COORDINATE LOCATION WITH ACTUAL WIDTH OF ICE MAKER. 21 PROVIDE VERTICAL METAL DIE CAST WEATHERPROOF WHILE IN USE OUTLET COVER ON RECEPTACLES AT COOK LINE. COVER SHALL BE INTERMATIC WP1010MXD FOR SINGLE GANG BOXES AND WP1030MXD FOR DOUBLE GANG BOXES. NO SUBSTITUTIONS SHALL BE ACCEPTED. 22 LABEL BATTERY -PROTECTED RECEPTACLES "BATTERY -PROTECTED: DISCONNECT AT PANEL BDP". 23 LABEL MAIN DISCONNECT SWITCH AND PANEL A "WARNING: BATTERY -PROTECTED RECEPTACLES IN USE. DISCONNECT AT PANEL BDP." 24 PROVIDE A NEMA 5-20P FLANGED INLET (LEVITON MODEL #15378-C) AND A SINGLE NEMA 5-20R RECEPTACLE IN OFFICE FOR CONNECTION TO A CENTRAL UPS SYSTEM. CONNECT THE FLANGED INLET AND THE SINGLE RECEPTACLE TO THE TERMINAL BLOCK IN THE BDP PER THE MANUFACTURER'S INSTRUCTIONS. PROVIDE FINAL CONNECTION FROM FLANGED INLET TO THE OUTPUT OF THE UPS USING A 2'-LONG 20A EXTENSION CORD. PLUG THE UPS INTO THE SINGLE RECEPTACLE. 25 CONNECT RESTROOM EXHAUST FAN TO CIRCUIT SHOWN THROUGH THE LIGHTING CONTROL PANEL (LCP). 26 INSTALL 16/2 SPEAKER WIRE FURNISHED BY OWNER. INSTALL SPEAKER WIRE BETWEEN SPEAKERS IN THE DINING ROOM AS SHOWN AND TO THE AMPLIFIER IN THE OFFICE WITH 3 FEET OF SLACK AT EACH END. THERE SHALL BE TWO SPEAKER WIRE HOMERUNS WITH THREE SPEAKERS ON EACH HOMERUN. SEE ARCHITECTURAL PLANS FOR SPEAKER LOCATIONS. ADJUST EACH SPEAKER 70V TAP SETTING TO BE 15 WATTS. 27 PROVIDE POWER CONNECTIONS TO ISLAND PREP TABLE PER DETAIL 2/E710. PROVIDE GFCI DUPLEX RECEPTACLES IN THREE J-BOXES INTEGRAL TO PREP TABLES (FOR UNDERCOUNTER REFRIGERATOR, HOT HOLDING CABINET, AND GENERAL RECEPTACLE). 28 PROVIDE GFCI RECEPTACLE AND J-BOX AND INSTALL CO2 ALARM FURNISHED BY CO2AS AS SHOWN IN DETAIL 4/E710. 29 PROVIDE J-BOX AND INSTALL CO2 ALARM REMOTE DISPLAY UNIT FURNISHED BY CO2AS AS SHOWN IN DETAIL 4/E710. 30 INSTALL WALK -IN -COOLER EXTERNAL READOUT THERMOMETER REMOTE PROBE ON WALL OPPOSITE FROM DOOR AS SHOWN. ROUTE TEMPERATURE PROBE WIRE ABOVE WALK-IN COOLER CEILING PANELS, SEAL PENETRATIONS THROUGH THE CEILING PANELS, AND SECURE VERTICAL PROBE WIRE TIGHT TO WALLS. NO EXCESS PROBE WIRE SHALL BE WITHIN THE WALK-IN COOLER. 31 PROVIDE RECEPTACLE FOR RESTROOM HAND SINK FAUCET AS SHOWN IN DETAIL 14/P700. 32 LABEL UTENSIL COUNTER RECEPTACLES "TRACTOR BEVERAGE", "ICE MAKER/IMSB", AND "SODA FOUNTAIN". 33 PROVIDE 1" CONDUITS FROM LOW -VOLTAGE J-BOXES AT POS COUNTER CONCEALED WITHIN THE SERVE LINE WIRING CHASE TO THE WALL, THEN CONCEALED WITHIN THE WALL AND ABOVE THE CEILING TO ABOVE THE OFFICE CEILING. 34 PROVIDE CORD AND NEMA 5-20P PLUG FROM UTENSIL COUNTER ICE MAKER, THROUGH UTENSIL COUNTER, TO ICE MAKER RECEPTACLE. 35 PROVIDE 4" SQUARE J-BOX ON EXTERIOR WALL FOR MOUNTING OF EXTERIOR CAMERA. SEE ARCHITECTURAL ELEVATION FOR EXACT HEIGHT AND LOCATION. PROVIDE 3/4" CONDUIT WITH PULLSTRING FROM J-BOX TO ABOVE LAY -IN CEILING AREA IN KITCHEN. 37 LABEL RECEPTACLE "UV INSECT TRAP". 38 INSTALL TRANSFORMER FURNISHED BY TUV WITH THE REME HALO AIR PURIFIER IN THE JUNCTION BOX ON THE EXTERIOR OF THE RTU PER DETAIL 6/M700. CONNECT LINE SIDE OF THE TRANSFORMER TO THE RTU SERVICE RECEPTACLE CIRCUIT SO THAT REME HALO RUNS CONTINUOUSLY. CONNECT THE LOW VOLTAGE SIDE OF THE TRANSFORMER TO THE REME HALO USING THE INCLUDED BARREL PLUG. 39 PROVIDE (2) 10"X10"X4" JUNCTION BOXES (J-BOX #1/J-BOX #2) ON THE WALL ABOVE PANELBOARDS 6" BELOW THE LAY -IN CEILING AND MOUNTED ADJACENT TO EACH OTHER AND CONNECTED BY 3/4" EMT CHASE. TEMS SHALL PROVIDE GRIDPOINT 3 PHASE METER AND TRANSFORMER WITHIN J-BOX #1 AND GRIDPOINT IOM/HUB WITHIN J-BOX #2. PROVIDE CIRCUITS SHOWN TO J-BOX #1 AND TERMINATE CONDUCTORS WITH 16" SLACK WITHIN J-BOX #1 FOR FINAL CONNECTION BY TEMS. PROVIDE 1" CONDUIT WITH PULL STRING FROM J-BOX #1 (THROUGH BACK OF J-BOX #1) TO PANEL A FOR THE CT WIRING THAT WILL BE PROVIDED BY TEMS. PROVIDE 3/4" EMT STUB UP FROM J-BOX #2, 6" ABOVE LAY -IN CEILING WITH INSULATING BUSHING ON END. PROVIDE CABLE (18-24AWG SHIELDED TWISTED PAIR) FROM J-BOX #2 TO MANAGER'S OFFICE AREA ABOVE DROP CEILING AND LABEL "EMS POWER" ON BOTH ENDS OF CABLE. LEAVE 10' OF SLACK CABLING ABOVE LAY -IN CEILING AND 16" INSIDE OF J-BOX #2. PROVIDE CABLE (CATS) FROM J-BOX #2 TO MANAGER'S OFFICE AREA ABOVE LAY -IN CEILING AND LABEL "RS-485 COMMS". LEAVE 10' OF SLACK CABLING ABOVE LAY -IN CEILING AND 16" INSIDE J-BOX #2. SEE GRIDPOINT INSTALLATION SHEET FOR 40 INSTALL VEHICLE DETECTOR SYSTEM FURNISHED BY TLS SURFACE -MOUNTED ON WALL 12" BELOW CEILING AND CONNECT TO STROBE/CHIME AND DETECTOR LOOPS PER THE MANUFACTURER'S INSTALLATION INSi RUCTIONS. MAKE FINAL ADJUSTMENTS ' TO LOOP SENSITIVITY PER THE MANUFACTURER'S INSTRUCTIONS. ONCE ALL COMPONENTS ARE INSTALLED AND OPERATIONAL THE CHIIME/STROBE LIGHT SHOULD STAY ILLUMINATED AND THERE SHOULD BE A SINGLE CHIME WHEN A VEHICLE DRIVERS 0 R OR STOPS ON.EITkIER IOOp •. /. %. ..../, .. /�J. ..% -../. ,..%-.J J.. 1. 1, ... .. 41 INSTALL WIRED DOOR BUZZER AT 96" AFF. SEE ARCHITECTURAL DOOR EQUIPMENT FOR EQUIPMENT INFORMATION. CONNECT TO CIRCUIT SHOWN THROUGH THE TRANSFORMER FURNISHED WITH THE DOOR BUZZER. PROVIDE WIRING TO A BUTTON ADJACENT TO THE SERVICE DOOR AND CONNECT PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 42 CONNECT BATHROOM SANITIZER TO CIRCUIT SHOWN SO THAT IT IS ENERGIZED AT ALL TIMES. 43 PROVIDE POWER AND LOW VOLTAGE CONNECTIONS TO DISH SANITIZING MACHINE PER DETAIL 7/E710. CONNECT THE DETERGENT DISPENSER TO THE DISH MACHINE USING THE INCLUDED WIRING HARNESS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 44 PROVIDE RECEPTACLE FOR 2-DOOR AND/OR 1-DOOR REFRIGERATOR WITH GROUND PINS TOWARDS THE BOTTOM OF THE RECEPTACLE. 45 PROVIDE ISLAND PREP TABLE FOOD WARMER RECEPTACLE WITH GROUND PIN TOWARDS THE BOTTOM OF THE RECEPTACLE. 46 SEAL INTERIOR AND EXTERIOR OF CONDUITS THAT PASS THROUGH THE WALK-IN COOLER ENVELOPE PER THE NEC. 47 PROVIDE HORIZONTAL SINGLE -GANG J-BOX BELOW FUTURE GRIDPOINT CONTROLLER LOCATION. PROVIDE 3/4" CONDUIT WITH PULL STRING AND INSULATING BUSHING FROM J-BOX TO 6" ABOVE OFFICE LAY -IN CEILING. rFy-2POWER ROOF PLAN E110 1/8" = 1'-0" (i� A- 30 40 \ff/ �-A-14 30X #2 A- 8,10,12 GRIDPOINT J-BOX #1 48" - 96 96° ..... B- 17 (L5-20P INLET) 60" 27 B- 24 B- 12,14 1 POWER FLOOR PLAN E 110 1/4" =1'-0" Consultant: NATIONAL E N G 1 N E E R I N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@dLationalengineering.com t.E *„ � STATE OF c. FOR COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM c-i 00 ILD > m m _J (1) m � J z } N LU L 0 � w N N � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: 2 01.06.21 DB-07-2020 Drawn: Checked: J EJ M PC Project No. 2001004 Contents: ELECTRICAL POWER PLAN E110 Consultant: ,.,•--.: ,,,,_'�LEC��I�A�,�0�V1�E1�.-PL�►.I�_,I�_0��5-w._:. y,.._,.�-.,; , -,,,. \ ,,._,;., ,,_,. ,,.-.,.,- _,-,,.'-,. 1 INSTALL VEHICLE DETECTION LOOP FURNISHED BY TLS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALIGN DETECTOR LOOP WITH MARKETING SIGN. 1 ' / 2 INSTALL VEHICLE DETECTION LOOP FURNISHED BY TLS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALIGN DETECTOR LOOP TO BE CENTERED ON THE PICK-UP WINDOW. 3 --COI�NE'�T A7(ARI�ETING 60AR� T� �fRClJ1T SFIOVfiN fHROUGF`THE EXTE]04LIG�ITING �ONtACT6R'Pi4NEL AS SHOWN IN DETAIL 5/E710. SEE DETAIL 2/THIS SHEET FOR SITE CONDUITS. 4 CONNECT DIRECTIONAL SIGN TO CIRCUIT SHOWN THROUGH THE EXTERIOR LIGHTING CONTACTOR PANEL AS SHOWN IN DETAIL 5/E710. SEE DETAIL 2/THIS SHEET FOR SITE CONDUITS. 5 CONNECT CLEARANCE BAR TO CIRCUIT SHOWN THROUGH THE EXTERIOR LIGHTING CONTACTOR PANEL AS SHOWN IN DETAIL 5/E710. SEE DETAIL 2/THIS SHEET FOR SITE CONDUITS. 6 CONNECT EXTERIOR LIGHTING CIRCUIT TO CIRCUIT SHOWN THROUGH THE EXTERIOR LIGHTING CONTACTOR PANEL 7 EXISTING 1 SPARE LOW VOLTAGE CONDUIT. SEE DETAIL 2/THIS SHEET FOR MORE INFORMATION. 8 EXISTING 1" SPARE LINE VOLTAGE CONDUIT. SEE DETAIL 2/THIS SHEET FOR MORE INFORMATION. 9 EXISTING INTERIOR J-BOXES AT 11'-0" AFF FOR LINE VOLTAGE SITE WIRING. SEE DETAIL 2/THIS SHEET FOR MORE INFORMATION. TAG DESCRIPTION O1 VEHICLE DETECTOR LOOP - 6'x4' WITH 4 TURNS (EMX PR-46-XX). VERIFY LENGTH OF LEAD-IN WIRE PRIOR TO ORDERING TO ALLOW WIRE TO REACH VEHICLE DETECTOR WITHOUT SPLICING. SEE SITE PLAN FOR LOCATIONS. O2 1" CONDUIT FROM VEHICLE DETECTOR LOOP LOCATION TO VEHICLE DETECTOR IN -GRADE J-BOX. O3 1" CONDUIT FROM MARKETING BOARD LOCATION TO LINE VOLTAGE IN - GRADE J-BOX. SEE SITE PLAN FOR LOCATION. O4 1 CONDUIT FROM CLEARANCE BAR LOCATION TO LINE VOLTAGE IN -GRADE J-BOX. SEE SITE PLAN FOR LOCATION. OS 1 CONDUIT FROM SITE DIRECTIONAL SIGNAGE AND/OR MONUMENT SIGN LOCATION(S) TO LINE VOLTAGE IN -GRADE J-BOX. SEE SITE PLAN FOR LOCATIONS AND NUMBER OF ROUGH -IN LOCATIONS. O6 1" CONDUIT FROM SITE LIGHTING FIXTURE(S) TO LINE VOLTAGE IN -GRADE J- BOX. SITE LIGHTING FIXTURES CAN BE DAISY -CHAINED. O7 VEHICLE DETECTOR IN -GRADE J-BOX - MINIMUM 12"X12"X8" WET -LISTED IN - GRADE JUNCTION BOX IN LANDSCAPING AREA AT REAR OF BUILDING AND WITH TOP SET 1" ABOVE FINISHED GRADE. SEE SITE PLAN FOR LOCATION. O8 LINE VOLTAGE IN -GRADE J-BOX - MINIMUM 12"X12"X8" WET -LISTED IN - GRADE JUNCTION BOX IN LANDSCAPING AREA AT REAR OF BUILDING AND WITH TOP SET 1" ABOVE FINISHED GRADE. SEE SITE PLAN FOR LOCATION. O9 LINE VOLTAGE J-BOX AND CONDUIT - MINIMUM 6"X6"X4" J-BOX ON INTERIOR WALL OF BUILDING AT 11'-0" AFF AND 2" CONDUIT FROM INTERIOR J-BOX TO LINE VOLTAGE IN -GRADE J-BOX. SEE SITE PLAN FOR LOCATION. RESPONSIBILITY GENERAL NOTES DEVICE OR CONNECTION OR A. WORK AND MATERIALS SHALL BE CONDUIT CONDUCTORS COMPLIANT WITH THE NEC AND REQUIREMENTS OF THE AHJ. GC GC B. CONDUCTORS AND CONNECTIONS BELOW GRADE, EVEN WHERE WITHIN CONDUITS OR ENCLOSURES, SHALL BE EXT'G GC SUITABLE FOR WET LOCATIONS. C. PROVIDE PULL STRING IN EMPTY CONDUITS. EXT'G GC D. SEAL ENDS OF CONDUITS STUBBED UP ABOVE GRADE TO PROTECT FROM THE EXT'G GC ELEMENTS. EXT'G GC EXT'G EXT'G EXT'G GC EXT'G GC F 5 .. 9 GC GC 10 VEHICLE DETECTOR J-BOX AND CONDUIT - 8"X8"X4" J-BOX SURFACE- GC MOUNTED ON INTERIOR WALL OF BUILDING AT 9'-0" AFF AND 2" CONDUIT FROM INTERIOR J-BOX TO VEHICLE DETECTOR IN -GRADE J-BOX. SEE FLOOR OPLAN FOR LOCATION. 1 O O O O O O O O O SITE CONDUIT DETAIL GC NATIONAL E N G IN E E RI N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjonesCaWtionalengineering.com \N 1111111/// \%\ T. ✓o ���i� \\ ��(f% i / * No. 3 STATE OF C) COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. � PIv \+MCA N G CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM c-i rk-% ICT 00 m L n Cn M J M � J 0 `� co z } � fO i � aLU L N O � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET 0 Revisions: 2 01.06.21 DB-07-2020 Drawn: Checked: JEJ MPC Project No. 2001004 Contents: ELECTRICAL SITE POWER PLAN 1 POWER SITE PLAN E115 Consultant: ELECTRICAL SECURITY CAMERA SYMBOLS CONDUIT CONCEALED ABOVE THE CEILING, IN A WALL, OR IN A RACEWAY CONDUIT CONCEALED BELOW THE SLAB A-6 _ HOME -RUN TO PANELBOARD AND CIRCUIT NUMBER SHOWN O PLAN NOTE: SEE PLAN NOTES LISTED ON THE SAME SHEET FOR NOTE MEANING DISCONNECT SWITCH: X/Y/Z X = SWITCH RATING Y = FUSE SIZE (NF = NON -FUSED) Z = NUMBER OF POLES O JUNCTION BOX = ELECTRIC PANELBOARD GENERAL PURPOSE 1-POLE SWITCH M MANUAL STARTER WITH PILOT LIGHT OC OCCUPANCY SENSOR ACTIVATED WALL SWITCH (MANUFACTURER: WATTSTOPPER) NEMA 5-20R DUPLEX RECEPTACLE O SECURITY CAMERA COMBINATION 18/2 POWER CABLE TO OUTLET IN OFFICE LIED 2 SECURITY CAMERA DIAGRAM E120 N.T.S. NATIONAL E N G I N E E R 1 N G 4635 True an Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@nat lengineering.com N E5 3 STATE OF •;c4OR10P,••�•�•.,�� COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM r-I Ln 1.0 in M � � J O m z �. N W = (� W pL O N N N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: 1 10.27.20 - BA-1 Drawn: Checked: JEJ MPC Project No. 2001004 Contents: ELECT. SECURITY CAMERA PLAN SECURITY CAMERA FLOOR PLAN 1/4" = V-0" E120 Consultant: Panel Name: BDP Volts: 120 Phases: I Mounting: Recessed Wires: 2 Enclosure: Type I Mains: LUGS Ampera ... 20A CKT Circuit Description Trip Poles Load 1 POS 15 A 1 0.2 kVA 2 . SIVIL- POS ISA . 1 0.4 kVA 3 SIVIL - ORDERING SYSTEM 15A 1 0.5 kVA 4 OFFICE - NETWORK GEAR 15 A 1 0.2 kVA 5 OFFICE - COMPUTER 15 A 1 0.4 kVA 6 OFFICE - DVR/ISP 15 A 1 0.5 kVA Total Load: Total Amps: 1.1 kVA 9 A � Volts: 208/120V Wye Panel: A Phases: 3 Mains: LUGS Wires: 4 Amperage: 400 A Mounting: Recessed MC13 Rating: Enclosure: Type I Type cwr Load A B C Load CKT Type CKT Circuit Description Rating Poles Notes AMPS Type Type AMPS Notes Poles Rating Circuit Description CKT 's-, ­­ -1.�� :�,,:A_, el�:�. ': - , " - . ,�,%� ­­ ,.% I., I ­�%�N_l I ::., 1 5.5 kVA 0.0 kVA � _,,��sM�,�:� ,� .. .... n 4, " ._�, _ . I � " '_�.� ­;­�:"._ ,:,��U�� �­­_�,�­­ 11 "I', ­­1 ,, ..."'s"', 1". I - I ­­., e��:�._ �.11.11 I�'�: �",, ,,, �­­_� ,;:��,:­: I I ­, �­ ,�., �%­ � �L 1% ­,�� I."�I ��b 1�sz ... � �R,..., �:� � If �6 1,25N'..� ,� ',.,�,��.��",:����,,"���',.,��l,.�.�,,� .. .. .. ., I I—- , ., " � s-e , , I ;,,��% - . �,_ ln`�i,�I,.� - - I .... . Ixe, _ I � "I'll'," 1: I ", * , - � ,,,.,�,,` s! 11 i, �_,i� ss s 'A 'i�i:��� .,.,,,,.�,',.*,,,!���:,,�"",���.�:���:1 T � �', I .1 - �i,ii:�: _::.'. 1, - _ . ,.�.�,.. , I I .1 , z, s '_ �� , - 1. 1 - �, �, ... ,��,,,�A - 2 AIR CONDITIONER - KITCHEN ,11�s.1.1,11. I ,x',�:"�,:i�:� �1151 � ­.- � 11 .. . ,,E,�� ...... I .... 1-11111"- _, "", - , , ... . ... .. . .. - 1 4N -1:1, �_ - - 1­ ­­­, 1� ��_ 1, V,­­­ I - ��, I I ­­­­ . .. ......... . . - . . ... .. � 1� �ii�:i;��:�: ��is,::.....'... ::� '�,��, " %, % ., :�::.�:���:ii:i���i��i�i��:�,�!���:�!;��,� Z: %s, , ,. . ­... 1. I , 10'". , 1. , . " �, 3 (RTU-1) 50A 3 HACR 45.4 c ..... � ..... ... . ... . . ... i Z0 ..... . . . . ..... - .. . s'._. ... ... ... - ....... . ". - ......... ..... ", . ..... . .. �"..* .... . - , 5.5 kVA 0.0 kVA ,,, , �,,, ��: ',, I'll, :,%�­' ' ' � �� , �. ­­ _11:z�s­­': 4.� ..... . �s ��],',�:�: 11 , ­_1 1.1, - 0.0 3 60 A TVSS 4 (3 G. in I" C.) 48, #10 , __. - . .. ... ......... I ,_ ­�­,'.:­ ­­ I �:�I�i��,�,�,��� ..... �� � 11� � I'll �,�,�,�,�..",..'�."..'�..�..",."4, 1.� I I s ,: s, -1 _ . _ _,,�-N�]-.� . I , s,V,.­1 .. . .. . I . . . . � - �,­` : 1.�, ': , ­ ,_ I -Ts, �:� .... ��: � �­ � ��:��: �., I I ,".... . . , ". " .. 1�� , I., , .:.. �:c­l 11s: I ... (446, #10 G. IN 1" c.) ii!:�M­`%.­ zl, I'll .­*:�% I ..... - 11 - �. �.. 5 - I � I - sss­­ � ­ , ­­ ;,. ,, � � 11,: I 1� �,;:�ff,e_ � I .1 : 1��� , �, , , 1,�, A;� � A, ­ �"V,T��­.­­:­, ,__ - - 11"...-I 1. � .. I -1 . :. � ,�'_ , ''. ,g �. ,� :�s. 1�s� � � , ,,,,.�._4, �,�M , ,� sl:_.�,­­` �,, �, ;�?s,,�In _ . 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I 1 ,5, 1 �', I ., , � zl,�­ s I , s��es I , s-11 . � xo: s 4 , s ; . ,; a 1; I "I 1.0� �,,. �, , , . ­� oeses,:T: 11, , �]�:�Zi�]��, �, n� s�l I , �, � ::, - �� 11 1 I I � s , : �:,:,::, ": FEED THRU (PANEL B) .. - "..'.. ,,, I e :,s� '' ­­­ v!��:���i��j:�ii:��� - ;: ., �:, . 11 11. , %�ii��i:�, I �;]]��:,i: ,� I I:- I ,� 1­111 .11 .11,1111.1 , �,�:?'_:� 1'. - 1. ,�� ..... . ;­;,Y�:��i:K::,.: :.: ..:, ,,, ­­.­ I__ �s: ... .. I . ­­­ i�:::i��::::::":i,��:: - (4-500 KCM I L, #1/0 G. IN 4" LUGS 159.3 F ,�4 �, -1, I .1 .�:,]]::��:1;1�::����:!��!�f:�],��,:��,::,::]��i:�]:��:;]:�::� 1. ,: ,": . 19.0 0.0 kVA 1:s' ii���iiKi��:�:1;: .1 , " i��::,�:i::]::Zi�i��ji ... I , 1.­ I kVA �� , I C.) ... 1. :,:s, . I 11 :s,� :e� ­ I , ,..., - I _­111 11 ", � ,�, - 1. i :,F,� .. .. ,�­W��. ,,:., 'e-, ��!z ��!!:�i:��:iilil!�l:!�!������:�!��,���,::�i:::I 20.3 1 � .11­11,11:le V:��%,�__� �:�,T 0.0 k .1 . %. ,,.,, .. , I :; ... ... ��� e VA -��,: es - , s ... ��..�.. "' kVA . I �z,: I Z � � � Nl'��J',�,R', 11" , - �, - ��, ,� _,,,,��f..,��!� :::.:,: .. . 11 . � - 11.11 . I , ... WA 35.9 kVA � 34.8 kVA � 35.6 kVA_ AMPS 301 A 290 A 298 A Type Description Connected Load Demand ... Estimated ... Panel Totals (includes Panel B) A Interior Lighting 3 kVA 125.00% 4 kVA B Exterior Lighting 1 kVA 125.00% 1 kVA Total Connected kVA: 106 kVA C Comfort Cooling 33 kVA 100.00% + 25% Largest ... 33 kVA Total Connected ... 295 A D Comfort Heating 0 kVA 0.00% 0 kVA Total Estimated kVA: 87 kVA E Miscellaneous Motor 5 kVA 100.00% 5 kVA Total Estimated ... 242 A F Kitchen Equipment 57 kVA 65.00% 37 kVA G Receptacles 7 kVA 100.00% 7 kVA - Volts: 208/120V Wye Panel: B Phases: 3 Mains: LUGS Wires: 4 Amperage: 400 A Mounting: Recessed MCB Rating: Enclosure: Type 1 Type CK`r Load Load CKT Type CKT Circuit Description Rating I Poles � Notes AMPS I Type A B C Type I AMPS Notes � Poles Rating � Circuit Description CKT CARBONATOR/CO2 ALARM ;1,1 ". 4, � I � �11 I . I.. �,._ :.".11.1".: , ".. 1. - � . �,s ­­1 _.". % �::, , __ ; . � :­ 1-s I 1 Sisterna de carbonataci6n y 20 A 1 10.9 F ­ � .11 I kVA 1 kVA le�; �� _� ..... .. . , _ , ,:�,�,_ _��,, - � � . . . . . , � s". .11 � I - 1, I I ,__ s,�4 I � I ", , ", "'.... .. - I ,s � , '' ­ - -, , , I , I F 11.3 1 20 A Mesa Para la preparaci6n cle 2 alarma cle CO2 1, - - o �z s '111 `.��,,:�:� . ,. �; , I ,�, , . . I �:... , , I ,::::: , : �� ��::�:_F:11:11.. �� �_��i�,ff� ��s!�.,� s 0 .. � s,,ss _­ �, I ,_:, � �s 1 ,. � ... i...i.,�� �_ . ..... ... '­_,.,;s��,_. , - ., �. Z:, e%: , � _ ­ . I I :. I "": , ,� ., :, � - , - ::_ , ., - . i�� ��ii��-�-; � :: .... . - - s. ..., ,. �", 's, f:::­�,, �:: . alimentos (isla) FOOD PREP TABLE - � I ��,..: �,i: .l.'s'.: �Z,��,',�., I "I " �:: �'::` :' � :: 1'i' � 1, �.� � ',:�:A 1.�� 1. 1. I 1:� , ­1 ., , 11.1--­ � '' _- � I ,,, I , I '�: � �, �_�­��.', ­ ,, I SODA SYSTEM DISPENSER 3 Mesa Para la preparaci6n cle 20A 1 11.3 F ss,�_� ­_:,_ .. ... .. 1,:,__,':,:,: ls, � .... � , I ,�����::�:�',���:�,����i:!��:!:,i,��,,..�,.,. 1 kVA ,,, ., � I , . _ 1 kVA 11 � " "" --l"I'll-l" .1 :: s"', ,; _'.' ,� ��`�o�-�41�6� e:�:_ - .... I *. i ...... �� i�:�� F 9.4 G FCI I 20A Dispensaclor Para el sistema 4 alimentos I 1 :� .. . - ... ,:: - , ,11 ''. I—. 11- I ': __ � ..... . .� ....... :.'', -�­-Ie:.f�_'%_,, I 111­­�_­­ ''.." I'll : - ... 1. 11 .11 I I I , � I.; , - ,, ­,�".­­­:s:�­, ': ­�,_,� , I .. .... , _ - , .z:::..:::�:z� � ., ,_ I ,. ­11::: ,.�O:. ." :, , :, - :�.��,�'­.Ix _.'"'.­ : " , , 4,1: , : ,� ": I I I �: I - I I de ... ,1 ... I .:.. 1. � - �.. - - I I � 1.1­ � : �r, ­`­� . 1.:::,� 5 REACH -IN REFRIGERATOR 20A I GFCI 13.8 F - ,.. . ..... s, _ , 1 ... I .... .. � ,� .. � , .111, . ..... -s's '. I ., I .. __ - - 1_� ,:%. :Z, �__ 1:; .1 ,:Ax. '­, 11 1, , I . - 1, 11 ...... .. - , Is, . .. I ... I'll Ill" I- . .1. `�,: I I I - - � .� � ... 11 I—,; ­_ I , " � , 11 . I , 11 "::: , ,::s.s, 2 kVA 1 kVA F 12.0 GFCI 1 20A COUNTER 6 Cuarto frigorffico �­�� I ... .... .. -1, _11 , - "I '' :����:::::�::::,:,:,:":,..�".""�:�,., _�i,;��i��� ,'''.-is,�,". 1�%,� ��:�-,::��,��U:s.% ::,".�:Eo�s,Vs �:�'. . ", � ­X-s,. , �­,,,�:: ­_, � 1- ... ... ­ 1:� I . I ,e,;eo,Tsiel. �,��._,,X:�s� , . � ,:�:�, __:o::,: � I - � :: ­­ � 11''I'd ­'.Z" :i-,:: .... .... .111, I �,�:,:._.'..:� .""'­.... �:. - ��­� 1, ::::s:� I., 1. �,. s.� s - "�,, � .. ... I ... . I ,­ �Zs'�­' � i M6quina Para hacer hielo 7 READY -TO -DRINK 20 A 1 GFCI 8.8 F , � .1 I I .. .... . I I �. _,- � I . � �. 1, , � ' s�� �,.�,�:,:::�.,�,�.���,::��::�:����� � 1 kVA I kVA :,'�,��i���,��:,',,�,..���:�j:�:�,.��,.,�����:��,,,.�:,,��� . �, ,: �_�­­­ 11 ".,. 4 1, I-, , ­:. .. . -:1.1 , . I , ­,, ��._*,,- ,,':', ", . �:" . __ '....".,11s, �: .11.11 ... 11 I �::_­, " I ms­��e . .. - .." - 1:,.'_._ 1. - , , , - �.­.., zo, - .. ... : ., ._*_x_-1, I " ] F 8.5 GFCI 1 20A FUTURE EQUIPMENT 8 REFRIGERATOR . . . . s�:, " 1 s_,:-:�,_` , �: :' ,,:: �: �_ i 1 , e � � I - , " .", 1. �":: �::;.::, .1 , � �: ... ,.,.,�:, ,: N-_��: :,:,�:,i: .-�,�: :,, , %_� � .­:_­., 11 � � , �, Z:.; . . . . , .. , I o ,� .. ..... � ..... - _ ... "", . _._ 0 "... " � _._... . , ­.___­._s` ��:: ...... �:.:_ . .. '' .., . . ... s _�� � �, ...,. ::�.e: __ : .. � , I ­:N s-2 , � """" 1. �,; .. � � ... :s: COLD TOP (SERVE LINE) I I ,�_�.i�' : 1,.s.". �, � " ]�::i:� �:.:i.�Z�j;�,::,:�:� ,�� , _�i: ­� , ­5�­ :.:_.:!,_.:�,�, , , " :, I . - .'.11", ­­­ _1 .1. - ­.s - 11 1. 11 I � 11 �,­ ­,�,%�, 1. x:, ,:,.:ii�i :k� ., _;.:111. I ,�,:, - 4 � -- - : "" , - � .... ii��,� .:!�il��*�:j;���, :�.:::.�:,::�,!.o:, - ��;�:%� BLENDER 9 Tabla fria (linea de serviclo) " A 1 12.0 F , - � I I :111% VA �. ,s�, �:::,�:::::�` 1 k - . � 7 " I .e�_ I �­ � I I -1-1, ­ I—- "I'll ,-.1- ; : - I o I Id I.. �: ,� o ." - I s I.. I � � : � � ��,4_:,s_�,_ .:� ,��::, 1 kVA ..,:" 1:� � - � �­: ... 0 - . :� _ ��­,sl �'��i��: s:�:��T� I I �,.�, ":�%,� � s"; �� X :, �,� � ��!i.�,*., ,',�� ­ 111­11. ­­�­., . .. .. �. V ­� s . .... - % � � � ��, s �� ­'. :�, : F 6.3 I 1 20A Licuadora 10 ICE MAKER SANITIZER ..... �.. _. � 's'..", , :­,...., 1-4,:: 1 �::: , ,:,�::: ��, , ,_ ". 1:1 I ­::,:,�, �!: 1'��, 1�, ., _� 1­� . 1, I Iz I 1- �., .: � I, - ­­:-, � % N� I 1 ....... .- � I - "I'll I I 1 _,::� 11 ... ::, , � , I 11.11, 11, - . ..."..1. - 1. .�, �. I 11 Desinfectante de la m6quina 20 A 1 GFC1 1.5 F .._ . .. �� � , .1 1. �� _.. �_:, 1111,11-111 -, 11-S::1-�:­ �. _ , �i��: , , X.I.I., � � , ,� �.��. � ��.�,'�4..''.,�:�%�,�i...,.,�;":.", � �:�:.:­­:��,;,_:::� :,. ��, '11-1. ­_ , , I . , .. . �;��:���4�,�. . � ,s�, 0 kVA I kVA 12 Para hacer hielo I I . .. � 111s, , �. �, , � �,:*:: s: �, F"4 .. . V,�� .. .. .. �',, ��­:; s, � ,", -, - - I -1 � I 11 ­��, 1-l"I'l . , � I �s 1, � �­ e o, ��, � I 1,s %:, � �­­ � ... :� � o ­ � s::�­­ I �,� �i � � ���. �:­­. �:.�'. : 1. I CARVING STATION ­­­ .. . ,:: I ''.. .1 1z �­ . , 11 _ I . 1::1 �00; , I I , ­­ _-1-1. 1 M4: ­ 1. _ �, 11 1, I �, . .. - ,� �'. . �­_ �,,� ". 11 1, , F 10.0 2 20A 13 GAS WATER HEATER 20 A 1 5.0 F 1: .s, � s, , ___,,­,�­�,.A 0: " X:� ... 1. , ­�, "%.::",���,,�'��������:��',.,..',����.,,,,, 1 kVA 1 kVA : I., ­ � � _2 I � , - . , _:.�, :4�s��,�:,�� .. . ::� - %R��, % .-. �, ­',:�:_ . . " 1, �"f., I I : �s - - __,%,:�,: I - 2��, 1, ., _ ... I "', . -1:,".111 o� 14 Calentador cle agua a gas I - "I ... .. :, �111 I ''I'll, I .. I ... "..", �,,��_. �:� ::­1111.1�111'1�,. ­N­1s:, ­_ I, 11 I -, I I _­, 1; - , I -­ I . , � !,..!,,.',,.,,,���t,��:,�l,,,._,".',,_.�, , '­'x ,,,:",,:.�:,:.,�,�,.,:::%�::�.�"., I 11 ,.f�s : : �:iis", ., ,,,, I � �� �::ii��::�:�� �. . . �,..�s�r �� I .1� zs�'ses­l . "., ..... . 11 I I 15 GAS GRIDDLE 20 A I GFCI 1.5 F :::::-, . ­­'. �,_ , , Z �. ,­ss �� ­11 1, 1 I , " : .11 ,.. .%__�s:X� s4�: :s: %, ­.: , - , � , : _'.5'', A., 11 I I ­; � .... 1 ,:]:����z�;��:;;�:���!",�.��.�:z������,j�::�����,�": J!��.: 0 kVA 2 kVA �- "" � 1: . s", :�.,,�Ios­­­ �, :­­ I", 1, - � . I ,, ­­ ... �:,: �, :��i'�,� I " ­;_ ­­ � I 11 "..'s.-s-, 11 �:: �,�i �e� �',�,, � �: � - � � _ , ­-�I,ss ... ... �, - -, 16 Plancha de gas I s11 ­_-.11 .1.1111, . ........ . :,�s__.­-, I , '..e­11:% I - ___� �,K,i� s� ,,� �H:,�:'__,:!d , :1 1­11.1 "I I 's.-All. : K ,?.,.�: �,�;�P,1�,,Z� :�, ... ,:�­­.­ *s�li�ssl�%��.�,-��;: .. .. ��,�,�,: �.� I", '­­_ - HOT FOOD SERVER (SERVE) I I - ­ ..... '­�: � __ , - . .. .. ...... , - ., � _: ,:.,'. .1 . . I - .:., I :�1,111, I— I I'll � I - , ,,, . ­ - �­, ,", - , I F 20.0 2 30A (2410, #10 G. in 3/4" C.) - ICE MAKER I 11- � .", 1 I � , , "", _.�,­­ .. 11 ,Is _ . , ­ � , , :s�e: : , o�!, �00__ . :, , ., I 'J, � I * _�. *:_T]:�::�_ ie? ��S�z�:.�,:"]�:_��:�: �:i Serviclor cle alimentos 17 20 A 1 GFCI 16.0 F ,.,.,%.,�;�,11:�j���..,�,,��:�',,:��:��� .... : ,:: .11'' 1,11, . _,, , , ss,. � , , " , ,. s � �� �,.: '­ � ,� ,; �� 1_�� i Y ,�,�s�;�i�,,��. 2 kVA 2 kVA 18 M6quina Para hacer hielo ,,,-,�,, ss:�. ,%� , .., �­- ­'�.., .,; . . . .. . ,�� � ��� , , � � , �, � s_ , 1, %,.,: _ ,Z-1, � :­­ I 1: 1: � , � I �� ­15 J. .;,��.�,�.,:,."�,������������������������� i 4.'', I , 1.11 . x,:1s­%ss­11­ 1111­1- 1- - 1 , , ___ �­:_ - ­ _- '' ::,,:1 e ... � ..,; 0, - , ". I'.- - :��,�:�­,s­:: ... I... , �_�_ �_�� �, �: , ­%��: , , � ,. '­­ �s­: . I 11 - � .., � , �­X­ F I �- A ­se, ,� I -1: , - I I I i 19 GAS FRYER 20 A I GFCI 0.6 F s. ��­,�,'s­­­ ,`��­ . %:. - .s���,­�� I s,�o, ,,, ,, , , I - I 1�,:, , 'ss, - � � .1 1­�; 0 kVA 1 kVA .1 "". s,�,�, . M�s 11_�_.'AM' �­���� � , I %­', "I, � U'..­.. I . - �11, � 11 -1. �, I ­ :;:�� ��',',�­, - . . I 11 11 _­,''. I...., I - ... .... �, �..._,:�.. " : � ��o '­,, s.."':s ,%... ,,, ,, . I 1,:,��'_:�� ., .. .1 1. ��.11, -� .. .. . .. . 1. s".�. ..", : ss: % � 20 Freldora de gas I " -1, � �sl , I - Is , ��. , I e �� ;I I.:. A Is.: . I ls�� s �, �� ��. �,­s__��_� , .�, "Is" .... ,", . � ... 1%�, . ... . . I :,, 1 s ..,, ,�O� -, I '1:1� 1, �,_., 1� I I..: % %,.. ,��, , p�.; , , I . -.1. I _.,M�ss:si::.� I _�:: � - � ,, ....'...", f . :�, TORTILLA PRESS (SERVE LINE) . . I �, � _1 lf:_�, ,.�,,.,�".:,.:,::�::..:�,,�'.�...: - , ., 3. s� : ... -e �: ,_,s .... e�� e . - s, , , , .. yPR . .. .... �, ,� �.�11", _. 13.0 GFCI 2 20A (2410, #10 G. in 3/4" C.) FOOD WARMER (RICE TABLE) �,;-,k� I 1. ­ - - ", ­::�_,,_s�:: -, x�­.. .- ..... ­�­­­ 1-s-s' ��. , ­_ ,�_ 11 ­_-11 �sl.s �, I I 's .1 , ,_ ��' I'D. , I I I - I 1,�. �s� �,,_ ,, � I , , 111-e, I .. :,.,: � _* Calentador de tortillas 21 Calentador de allmentos 15 A 1 1.5 F �:!:,�:�����:�;:�,,�:��i�:�i�:�i�i�i� . �:s:�q��:;�7�:�:� ::,:I��:�'�,r�.,:',�i�:!:,,:�::,,::,.�,::,:,�,:,::�,�,:,::::,:,� 0 kVA 1 kVA A s .1 , _ ... �,". , s "o '� �? ,f��, � A : , 11;1' � ..... .... �:s� t. 5 , : , ` �,�, , : s Is 1,s lle,�.., :z ... s,:: 11� 22 (mesa Para el arroz) I .��:"�l,,Il���:�"":,:.�..,.�",:,:::.,:, I , , ""se. �,:e�,7rw�:.:�:'_ ,_�� �] , , .. . :,.�,X]�_�. s,s�'. �:_­ .: -- .. - . . ,:�,� ss_:�, I ... � lv% ­% s::111 %:_. 11 1- I 11%.. , _� . % ­­ I 1, I I'll -1,11-111- ­ 1-1-1 11.1-1 1-1s,"I'­11'. 11, I :11 �:�,::;:�::.� I I � I . - - , , 1, s . � .rrr . . . . . � 1.1. 1, ,., 's ,�,� 11: 1. Z's .... . % r9_ ; � .. . - !:�, ... s, M� 1_%:,,s 11 I I ,._.�, .� 11 11 I.. I 23 WATER SOFTENER 20 A I 1.5 F ... ... . ::_,:�� 6­�­� , ;,""": 11�1­:, ol-­­x.:': , I 1,11 � o , - - . �. ': � . '. � I., I I I , ... s .11 "I ,­ ­� �,, �,�, ,,, �.,:­-,��', �:" "U', . ­, ... . ... % ...... , 1- �: : .... :�e 0 kVA 0 kVA F 2.6 1 20A Refrigerador (Ifnea Para 24 I I ,��,_ I'll ­,". .1 _. - ,�:N� I I ..- . , 1, 1% ... ,,_1-1:-�s y - , - �,, '. ", -, * _­�,, X,..,o!:�,, ­ s��� el I , , cocinar) - 25 TORTILLA PRESS (SML) 1, �,,'_,. - �, I '__ , I I , I ., ­'��E� , ,,� � � "" .. ,,, 1 kVA I kVA :�, ,R� �A� ,,, . � ��. ", s� � .. ..... il,IT�� ., ::sl�esf',­�,,� �1�, ,,, ,�,:,,:��,�,, ���] ... ��,�:,j��f�,:�, �' , � " �4.1: - �.J ,:,'��,§I.. ,:�� ,4 . I 5, �z .1 , : %.�,s:-%�T.�, - , . . � ."� � _z -, .. . �,.�'�i�,����,',,����f�..,..:i:::.�.�.,.,�,� ., . ,;:,,i_ __ ",�,­:­ � s - ,�� .... . . ..�,._ - , i I .... e,X�� .... , .... T s , � . ...... . �: � ,�. . � , __, : . ].:�:.:: % �­­ . 1. I I � I ''I . F 7.0 1 20A FUTURE EQUIPMENT Equipo futuro 26 (2410, #10 G. IN 3/4" C.) ., . . .1 ... - , , - . 1:�... s�, I. I I �,­_ �..��.._P�",:�:.�!�,�, I I . .1.1 _%, .1. ­'­ %�:� , '.. - :1 A��-­__,�, ,� ,,, I I Calentador de tortillas (Ifnea 20 A 2 GFCI 13.0 F 77777777 11.': "...1-1111 . .1: I , � .... .. :: ,_:::ss?�Z:::��].: ii:�: ., , �, ... . ""," ___ � .... ".."'..1-1- - ... �� ',�i *'. . I . 111 ... 1.� �:. � ��,�,KI�11� ­..:�:� , , ­,��:s��:,�­%�:s'­, ,�. . . . I I— I � I ..­ ..... . � . . ..... � I ,_, � I :;: .: �il,�:s_,, ,,. �: s, " , , ,:. ­��_ 27 del fax) I I I : ��! ,`,.I�",: i ,.:,� � �. ,, �, �: ,� ,., ,,,, .1 .... . e�e:e.,:­­..­,. ­­ I kVA - -'s I ': ,, ., � .. � .. . 1- _­ , I I I . I. -1, - . __ 1-11 "I 1 kVA �.­­.,,,, � , ssl�­. s, �:s­­ 1.111, , �� �, ; �: , s, �7 � - I .__: I ,�:, I . I :, I's I I � , z�s �"­:s,se�,.� I I ,:,:,­�:,.e.... , ... ... ....... . : , ­11 I I .1 ... 1: - �� �]�,e, HOT FOOD SERVER (SML) 28 I .-.-.­­.�:�:, _�:"­� , _. 1, 1 ", , I . . .... �­­ ",:::..,.,::�..''���::.I.sl"",:.�,�".,�': . .. 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I—. ­111. 18.0 kVA 19.0 kVA I 20.3 kVA I AMPS 150 A 160 A 171 A NATIONAL E N G �N E E R .1 N iG 4635 True an Blvd Su te 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: JoeJones (614) 328-2024 ' ' s@n jjones@n alengineering.com alengineeri, __ __ , -I- .:�, I �_ " / _ . _ /// / / 4 , - do, _ I _ . \k /,, 9 �\ ,- , -;, ,$�' 1 .- � 14P __ ,� �_ *, z * ,11 0 � P No. PE5 11 � -::: - 0 = 'a " , , . , * = * . - :: �0 ', �- 0 � . Ir z STATE OF '44/ � " - - 1 7&%, , ,� - , , . ,5, - i�'. , '- A 40 lop, - ":\#/ .Z�l � - 0 ,:�- / - '\ _ R__ ;e!� /�� , � 'I D L \\ /�, qqf, \\\\\\ 11 i COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. \? 0,-t, 41 - , �_ 'C' 11\ - 0( ).-""4,J 0 * 1. I -4 0 *.4 �*<+l CA N G!�� . PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: W\AfW.CHIPOTLE.COM -0 r-1 L_ 00 M in kD V) > cn Cn _J cu Cn . . _J - = __J . 0 :r (:) LL. W Co ., z >_ - (A U.1 = M = = cr-O CI_ (D L_ O F_ LU N kD >_ = ,qr 0� Cl) N . . 01.20.21 PERMITSET CONSTRUCTION SET A# - Drawn: JEJ I Checked: MPc Project No. 2001004 Contents: ELECTRICAL SCHEDULES E600 , I J __ " - - __ ---,Mk-- T__ __ 11 - - i __ Consultant: O r-I PICK UP WINDOW ELEVATION 8 3/4" = 1'-0" POS COUNTER ELECTRICAL ELEVATION 3/4" = 11-0" - -Oo — - ---- - ------------------------------------------- ---- --------- ..................... - I j i I I � I ,I I ' ' � I 1 )E IG/GFCI RECEPTACLE FOR ITY MONITOR IN WALL PICK-UP WINDOW. LABEL ZITY MONITOR ONLY". T BDP- 6 )E LOW VOLTAGE BOX RING FO WALL CAVITY AS SHOWN J-BOX) FOR THE ALED INSTALLATION OF A CABLE. PROVIDE A ATE WITH 2" GROMMET IT (DATAPRO PART#700200) E LOW VOLTAGE BOX RING. )E DUPLEX GFCI RECEPTACLE R CURTAIN. TA-38 )E WIRING FROM EYE -BAR K-UP WINDOW CONTROLS E MANUFACTURER'S LATION INSTRUCTIONS. SEE -ECTURAL DRAWINGS FOR ,R LOCATION. )E J-BOX FOR PICK-UP )W POWER. PROVIDE FINAL :CTION TO PICK-UP )W CONCEALED IN WALL E MANUFACTURER'S LATION INSTRUCTIONS. T A- 38 DUPLEX RECEPTACLE FOR READY -TO -DRINK REFRIGERATOR "READY -TO -DRINK") TB-7 :OR DATA AND CREDIT ACKS 2Y-PROTECTED DUPLEX :1 RECEPTACLE FOR POS MENT (LABEL "POS ONLY") T BDP- 1 ECEPTACLE FOR COIN iiER AND RECEIPT PRINTER "COI N/PRINTER") TA-21 ENERAL RECEPTACLE (LABEL 1AL") TA-21 MART SAFE RECEPTACLE "SMART SAFE") TA-21 :OR DATA JACKS (SMART -ovn rOR VOICE JACK RECEPTACLE FOR BEVERAGE COOLER r CIRCUIT B- 5 HORIZONTAL GFCI RECEPTACLE -------- ( �� 6-4AFF FOR UNDERSHELF TASK LIGHTING. CONNECT TO SWITCHED LEG OF - ---- ----- - - -- - - -- - ---- CIRCUIT SHOWN. (LABEL "LIGHT :..................................................................... 5' - 8" AFF ONLY") CO ,R4 CIRCUIT A- 26 CO , R4 HORIZONTAL GFCI RECEPTACLE .................. ........................................................ ...... FOR BLENDER o..... _.. _.....__ ___..._..__ - 4' - 7" AFF CIRCUIT B- 10 6-30R SINGLE RECEPTACLE FOR - - - I 4' - 0" AFF FUTURE EQUIPMENT. PROVIDE WITH GROUND PLUG AT TOP OF RECEPTACLE. I_..__ ....._..I_._......._... CIRCUIT B- 37,39 ....... ..... .......... - -:-.:::....................................................... ...-- ff HORIZONTAL GFCI RECEPTACLE j FOR UNDERSHELF TASK LIGHTING. j CONNECT TO SWITCHED LEG OF CIRCUIT SHOWN. (LABEL "LIGHT ONLY") CIRCUIT A- 26 0" AFF z M N CHIP TABLE ELECTRICAL ELEVATION NOTE: DIMENSIONS SHOWN ARE FROM WALL FRAMING UNLESS NOTED OTHERWISE n 109 -11 v o M r, ....................................: E : i iI / / OFFICE DOOR ELECTRICAL ELEVATION 3/4" = V-0" PROVIDE HORIZONTAL RECEPTACLE FOR UNDER' TASK LIGHTING IN WALL (I "LIGHT 0 CIRCUIT PROVIDE DOUBLE GANG FOR DATA JACKS IN 1 PROVIDE (1) 1-1/2" COP WITH PULL STRING TO ABOVE THE OFFICE CEI TERMINATE CONDUIT IN 0 WITH CONDUIT BUSH PROVIDE QUAD RECEPTA( WALL(LABEL "MONITOF PRIN CIRCUIT PROVIDE J-BOX IN WAL CASH DRAWER CONNEC PROVIDE 3/4" CONDUIT PULL STRING TO L DOUBLE -GANG J-BOX AS SHI PROVIDE RECEPTACLE FOR RE PRINTER IN WALL (LABEL "RE PRIN CIRCUIT PROVIDE RECEPTACLE FOR TABLE IN WALL (LABEL " Tp CIRCUIT PROVIDE IG/GFCI ( RECEPTACLE FOR ORD[ SYSTEM IN WALL (I "KC4/LABEL PRINTER O CIRCUIT 8 0 PROVIDE 24" X 18" PLYWOOD BACKBOARD ABOVE OFFICE CEILING FOR TELEPHONE 66 BLOCK DOUBLE GANG 1-BOX WITH 1" CONDUIT IN WALL TO ABOVE THE OFFICE CEILING DOUBLE GANG J-BOX WITH 1" CONDUIT IN WALL TO ABOVE THE OFFICE CEILING FOR T1 AND 8'- 6 AFF SECURITY JACKS PROVIDE 24" X 18" PLYWOOD 7 -10 AFF BACKBOARD ON SIDE WALL ON TOP OF FRP. PAINT BACKBOARD WHITE. COORDINATE WITH PHONE COMPANY FOR Tl ROUTER TO BE INSTALLED ON BACKBOARD. ISOLATED GROUND BATTERY -PROTECTED DUPLEX RECEPTACLE FOR Tl ROUTER (LABEL "T1 ROUTER ONLY") CIRCUIT BDP- 4 0" DUPLEX RECEPTACLE FOR SECURITY SYSTEM (LABEL "SECURITY SYSTEM") CIRCUIT A- 25 PROVIDE 24" X 18" PLYWOOD BACKBOARD ON WALL ABOVE DOOR ON TOP OF FRP. PAINT BACKBOARD WHITE, COORDINATE WITH ALARM SYSTEM INSTALLER FOR SECURITY SYSTEM PANEL, CELL BACK UP, AND WIRELESS RECEIVER TO BE INSTALLED ON BACKBOARD. NOTE: DIMENSIONS SHOWN ARE FROM WALL FRAMING UNLESS NOTED OTHERWISE J-BOX FOR RJ-45 DATA OUTLETS FOR CCTV, ISP, & MOOD MUSIC ISOLATED GROUND BATTERY -PROTECTED DUPLEX T- 10" AFF RECEPTACLE FOR DVR EQUIPMENT (LABEL "DVR & ISP ONLY") CIRCUIT BDP- 6 DUPLEX RECEPTACLE FOR SECURITY MONITOR (LABEL "MONITOR")� CIRCUIT BDP- 6 DOUBLE GANG J-BOX FOR DATA OUTLETS. PROVIDE (2) 1" CONDUITS FROM J-BOXTO� ABOVE OFFICE CEILING. DOUBLE GANG J-BOX FOR DATA 4' - 6" AFF OUTLETS. PROVIDE (2) 1" CONDUITS FROM J-BOX TO-� ABOVE OFFICE CEILING. ISOLATED GROUND BATTERY -PROTECTED QUAD T- 0" AFF RECEPTACLE FOR COMPUTER EQUIPMENT (LABEL "COMPUTER ONLY") CIRCUIT BDP- 5 J-BOX FOR TELEPHONE OUTLETS 1'- 6" AFF GENERAL PURPOSE 4-PLEX RECEPTACLE (LABEL "GENERAL") CIRCUIT A- 27 0" AFF J-BOX FOR THE AUDIO SYSTEM. EXTEND A 1" CONDUIT TO 6" N o N ABOVE THE DROP TILE CEILING 01 AND TERMINATE WITH A CONDUIT BUSHING. 4-PLEX RECEPTACLE FOR STEREO (LABEL "STEREO") *�<I CIRCUIT A- 23 LOW VOLTAGE BOX RING OPEN TO WALL CAVITY (NOT A J-BOX) FOR THE CONCEALED INSTALLATION OF A VIDEO CABLE. PROVIDE A PULL STRING BETWEEN THE TWO BOX RINGS. PROVIDE A FACEPLATE WITH 2" GROMMET CUTOUT o ' (DATAPRO PART # 700200) ON - `^ `-' '" '-' ^' EACH LOW VOLTAGE BOX RING. LOW VOLTAGE BOX RING OPEN TO WALL CAVITY (NOT A J-BOX) FOR o THE CONCEALED INSTALLATION OF A VIDEO CABLE. PROVIDE A PULL STRING BETWEEN THE TWO BOX RINGS. PROVIDE A FACEPLATE WITH 2" GROMMET CUTOUT (DATAPRO PART # 700200) ON - - o EACH LOW VOLTAGE BOX RING. 0 0 00 00 a CD _ .... SINGLE RECEPTACLE FOR FAX - .- (LABEL "FAX") I CIRCUIT A- 31 ..{_....._.._............... J-BOX FOR FAX OUTLET - - _._...._.... ..__._......._.. I I I GENERAL PURPOSE 4-PLEX RECEPTACLE (LABEL "GENERAL") CI RCU IT A- 27 NOTE: DIMENSIONS SHOWN ARE ' FROM WALL FRAMING UNLESS NOTED OTHERWISE O M N e-1 OFFICE DESK ELECTRICAL ELEVATION 3/4" =1'-0" in in in Ln SML ELECTRICAL ELEVATION OVIDE HORIZONTAL GFCI CEPTACLE FOR UNDER SHELF SK LIGHTING IN WALL(LABEL GHT ONLY") ICU IT A- 26 OVIDE HORIZONTAL IG/GFCI CEPTACLE FOR MONITORS IN 4LL(LABEL "MONITORS ONLY") ICU IT BDP- 3 OVIDE IG/GFCI TTERY-PROTECTED RECEPTACLE R POS IN WALL (LABEL "POS ILY") tCUIT BDP- 2 OVIDE 6-20R RECEPTACLE FOR )T TABLE IN WALL (LABEL "HOT BLE") ICU IT B- 28,30 OVIDE SINGLE 6-20R CEPTACLE FOR TORTILLA PRESS WALL (LABEL "TORTILLA PRESS") tCUIT B- 25,27 OVIDE RECEPTACLE FOR FOOD %RMER IN WALL (LABEL "FOOD kRMER") tCUIT B- 32 NATIONAL E N G IN E E RI N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones ationalengineering.com No. PE58 ; az, STATE OF lCl 0• k tORM0 ',' N `Na 1 COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. U 3 � CA 14 CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM c-� OQ m Lli M J N M — 5 J m ILLO z } t L O N -C k.0 rll.% Q) N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: Drawn: Checked: JEJ MPC Project No. 2001004 Contents: ELECTRICAL INTERIOR ELEVATIONS 3/4" = 1'-0" E700 / 3/4" =1'-0" E700 I I I I I I I k I i '4 Consultant: O N O 00 O COLD SML ELECTRICAL ELEVATION 3/4" = V-0" 6-30R SINGLE RECEPTACLE FOR FUTURE EQUIPMENT. PROVIDE GROUND PLUG AT TOP OF )TACLE. 11T B- 33,35 IDE DUPLEX NEMA 5-20R ET FOR ICE MACHINE. (LABEL MACHINE") )IT B- 48 IDE NEMA 5-20R FLANGED WIRE TO REMOTE )ENSER. (LABEL "ICE TINE CONDENSER") ) IT B- 48 IDE J-BOX FOR POS AT UP WINDOW. IDE IG/GFCI RECEPTACLE FOR 'OS BDP CIRCUIT (LABEL "POS 11) )IT BDP- 2 IDE DUPLEX RECEPTACLE TO :ATED 20A/1P GFCI CIRCUIT KER FOR PICK-UP WINOW , MACHINE (LABEL "SODA TINE") )IT B- 46 IDE DUPLEX RECEPTACLE TO :ATED 20A/1P GFCI CIRCUIT KER FOR PICK-UP WINDOW :R COUNTER COOLER. (LABEL _.._ER COUNTER COOLER") CIRCUIT B- 43 NATIONAL E N G I N E E R 1 N G 4635 True an Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 Jone nationalengineering.com No. PE5 ; STATE OF ' ; w S FGORIOP COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. �. C A H Ca CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM c-i 00 fa Ln M J N M 5 J O _ 0 L.L_ z } co '^ LLl = fp W V L O N t.0 N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: Drawn: Checked: J EJ M PC Project No. 2001004 Contents: ELECTRICAL INTERIOR ELEVATIONS DINING ROOM ELECTRICAL ELEVATION 3/8" = 1'-0" DINING ROOM ELECTRICAL ELEVATION 3/8" = V-0" E705 Consultant: PROVIDE POWER WIRING TO RELAY -CONTROLLED FIXTURES AND DEVICES. INSTALL ACUITY LC&D BLUE BOX LT LIGHTING CONTROL PANEL. SEE SHEET E100 FOR LOCATION. INSTALL ACUITY LC&D 4-BUTTON CHELSEA SWITCH WITH MULTI -COLORED BUTTONS, SS PLATE, AND BUTTON ENGRAVING. SEE SHEET E100 FOR LOCATION. ENGRAVING AND COLOR AS FOLLOWS: �_M BUTTON 1(RED): "INTERIOR ON" BUTTON 2 (BLACK): "INTERIOR OFF" BUTTON 3 (GRAY): "DINING DIM" BUTTON 4 (GRAY): "KITCHEN DIM" 120V CIRCUIT ELECTRICAL CONNECTIONS SHALL BE ON THE OPPOSITE SIDE OF THE DISH MACHINE FROM THE 3- COMP SINK. IF THIS IS ON THE LEFT SIDE OF THE DISH MACHINE THEN LIQUID TIGHT CONDUIT SHALL BYPASS DISTRIBUTION PANEL (BDP) 15A �- — — — — — — 15A p (n BE ROUTED BEHIND THE DISH MACHINE TO THE _ U z — — — — — ELECTRICAL CONNECTIONS ON THE RIGHT SIDE OF 1� o °; — THE DISH MACHINE.. TERMINATE CONDUITS ABOVE CEILING WITH a 15A POWER FOR DISH SANITIZING MACHINE SHALL BE FED FROM A DEDICATED 2-POLE LOCKABLE CIRCUIT BREAKER. PROVIDE FINAL CONNECTION FROM 1-BOX IN WALL TO DISH SANITIZING MACHINE USING LIQUIDTIGHT FLEXIBLE METAL CONDUIT. DE 3/4" LIQUIDTIGHT CONDUIT FROM DISH IZING MACHINE TO LOW -VOLTAGE JUNCTION CO2 ALARM OPTIONS CO2 DETECTOR X CO2 REMOTE DISPLAY UNIT X REMOTE STROBE RELAY CONDUIT BUSHINGS. TYPICAL. N UJ etc �- wQ — — — — — — — — — NOTE: EQUIPMENT SHOWN IS PROVIDE CONTINUOUS CATS CABLE WITH RJ45 Q w 1� TYPICAL. SEE PLAN FOR ACTUAL CONNECTOR ON EACH END FROM THE SEU TO o w — — — — — — — — — EQUIPMENT AND LOCATIONS. THE RDU AND FROM EACH STROBE TO A ~ °C 15A SEU/RDU (IF REQUIRED). CATS CABLES SHALL — — — — — — — —� ( `..`_"` NOT BE SPLICED. PROVIDE 1" CONDUITS CONCEALED IN WALL 120V FROM PANELBOARD - — — — — — — — — — — — C R TRIM RING FLUSH MOUNTED TO WALL. ,, STROBE SODA CARBONATOR 0 FROM SEU AND RDU J-BOX TO ABOVE THE LAY -IN CEILING. ALL CO2 MONITOR CABLING — — DE CONTINUOUS (NOT SPLICED) CAT5E CABLE (OTHER DISH SANITIZING MACHINE TO MANAGER'S (ABOVE LAY -IN CEILING) WITH 54" SLACK 84" AFF INSTALL STROBE WITH WIRING TO CO2 DETECTOR BAG -IN -BOX SODA RACK THAN THE SEU POWER CABLE) SHALL BE CONCEALED WITHIN CONDUITS. I TERMINALS L & N N THE DISH MACHINE AND 10' SLACK ABOVE SEU OR RDU (FURNISHED BY CO2AS) (IF REQUIRED). "_.r.........._...__ (LABELLED "UTILITY INPUT") kY-IN CEILING. PROVIDE RJ-12 PLUG ON CABLE PROVIDE 3/4" CONDUIT IN WALL FROM STROBE y v INSTALL CO2 ALARM RDU (FURNISHED BY CO2AS) H MACHINE END WITH BLUE WIRE LOCATION TO ABOVE CEILING TO CONCEAL WIRING. ; =............j J AT ENTRANCE TO THE CO2 STORAGE AREA AS I NEMA 5-20P FLANGED INLET (VERIFY TERMINALS 1L & N �� ECTED TO PIN 3 AND BLUE/WHITE WIRE CO2 TANK (BULK TANK OR CANISTERS) f SHOWN RE IS NO I THE T 120V AT THIS INLET I � T�� (LABELLED UPS INPUT") ECTED TO PIN 4. LABEL CABLE ON BOTH ENDS PROVIDE GFCI RECEPTACLE J BOX ADJACENT' ....::-::..--:.::::::::......-.-:........_..-�.-::,..-:? ' ; q ', �, CO2 REMOTE DISPLAY UNIT/J-BOX AFTER WIRING AND BEFORE II TERMINALS 2L & 1N "DISHWASHER". TO THE CO2 TANK/BAG-IN-BOX AS SHOWN 48" AFF CONNECTING UPS) ON THE ELECTRICAL POWER PLAN. �........__ ......_ __.........,, ' '................................� 3 I ; (' - NEMA 5-20R SINGLE DISH SANITIZING MACHINE ELECTRICAL DETAIL ;; RECEPTACLE RECEPTACLE 0 N.T.S. LCP 7 PROVIDE (2) 1" CONDUITS FOR POWER WIRING FOR RELAY - CONTROLLED CIRCUITS. SEE RELAY AND PANEL SCHEDULES FOR NUMBER AND SIZE OF CIRCUITS. 0 2 PROVIDE CAT 5 LOW VOLTAGE CABLE WITH RJ45 POWER PANELBOARD CONNECTORS IN 3/4" (SEE SHEET E100 FOR LOCATION) CONDUIT. INTERIOR LIGHTING CONTROL DIAGRAM N.T.S. PROVIDE 120V, 40A, SPST, 24 HOUR PROVIDE 120V, 15A, SPST, 2 HOUR ELECTROMECHANICAL TIME CLOCK WITH TIMER SWITCH (INTERMATIC CARRYOVER (INTERMATIC MODEL T171CR), MODEL E1235W) ADJACENT TO PROGRAMMED TO ENERGIZE FROM 4:OOPM MAIN LIGHTING CONTROLS TO UNTIL ONE HOUR AFTER STORE CLOSING. ALLOW STORE PERSONNEL TO INSTALL TIME CLOCK BELOW LAY -IN CEILING OVERRIDE THE EXTERIOR LIGHTS ABOVE PANELBOARD. INSTALL CONTACTOR AND SIGNAGE TO ON FOR UP TO ABOVE LAY -IN CEILING. LABEL TIME CLOCK TWO HOURS. LABEL SWITCH "EXTERIOR LIGHT TIME CLOCK". "EXTERIOR LIGHT OVERRIDE". 02 27" AFF .. _ ... _ ..: i PROVIDE JUNCTION BOX AT ENTRANCE TO THE C I STORAGE AREA AS SHOWN ON THE ELECTRICAL SEQUENCE OF OPERATIONS CO2 DETECTOR/J-BOX d I I I POWER PLAN. 18 AFF E � A. EMERGENCY LIGHT FIXTURES, EXIT SIGNS, LOCALLY- INSTALL CO2METER RAD-0102-06 CARBON DIOXIDE STORAGE f SAFETY ALARM SEU (FURNISHED BY CO2AS) ADJACENT TO i ! I" "" ' SWITCHED FIXTURES, AND FIXTURES DESIGNATED AS NIGHT I-' ........ ..........r.........,-..; � ;; € THE CO2 TANK/BAG-IN-BOX AS SHOWN. : :............ .... €................ ........................................................a ;....... LIGHTS ARE NOT CONTROLLED THROUGH THE RELAY PANEL. �: ; (LABELLED "UPS OUTPUT") IN OFFICE I :.........:..........:.................. :.:........................... ....................................._ .;.......................................................................... B. ALL TIMES NOTED SHALL BE LOCAL TIME AND SHALL I UPS POWER CORD �� UPS INPUT I AUTOMATICALLY ADJUST FOR DAYLIGHT SAVINGS TIME, IF CONNECT THE SYSTEM POWER TO THE RECEPTACLE AS AT RDU J-BOX, INSTALL MOUNTING PLATE TO TOP APPLICABLE. SHOWN. INSTALL CABLE TO MINIMIZE SLACK AT CO2 - SCREW HOLE OF J-BOX WITH THE MOUNTING PLATE 24" ADAPTER CORD DETECTOR. SECURE CABLE TO WALL. o o EXTENDING DOWN BELOW THE TOP OF THE J-BOX IN 2000 VA UPS C. ALL KITCHEN LIGHTING CIRCUITS AND RESTROOM EXHAUST p a 0 o Q THE MOUNTED TO WALL FAN CIRCUIT SHALL BE ENERGIZED FROM 7:OOAM UNTIL AT SEU J-BOX, INSTALL MOUNTING PLATE TO TOP SCREW o 0 ORIENTATION SHOWN. MIDNIGHT AND SHALL BE DE -ENERGIZED AT OTHER TIMES. HOLE OF J BOX WITH THE MOUNTING PLATE EXTENDING UP RDU J-BOX LEGEND NOTE D. ALL DINING ROOM LIGHTING CIRCUITS SHALL BE ENERGIZED ABOVE THE TOP OF THE 1-BOX IN THE ORIENTATION SHOWN. `,.�� ' % PREWIRED CONDUCTOR REVIEW BDP PANEL INSTALLATION FROM 10:00AM UNTIL MIDNIGHT AND SHALL BE DE- SEU J-BOX o "01— — — FIELD -WIRED CONDUCTOR INSTRUCTIONS PRIOR TO INSTALLATION. ENERGIZED AT OTHER TIMES. _ E. OVERRIDES: WHEN ONE OFT HE OVERRIDE BUTTONS IS PRESSED (BUTTONS 1-2) THE SYSTEM WILL GO INTO CO2 ALARM DETAIL BYPASS DISTRIBUTION PANEL WIRING DIAGRAM 4 3 OVERRIDE MODE FOR ONE (1) HOUR OR AS NOTED BELOW. E710 N.T.S. E710 N.T.S. DURING THIS TIME THE CORRESPONDING LAMP WILL ILLUMINATE ON THE OVERRIDE BUTTON. IF AN "ON" BUTTON IS PRESSED THEN ALL OF THE CONTROLLED FIXTURES IN THE CORRESPONDING ZONE WILL REMAIN ENERGIZED FOR THE DURATION OF THE OVERRIDE PERIOD. IF AN "OFF" BUTTON IS PRESSED THEN ALL OF THE CONTROLLED FIXTURES IN THE CORRESPONDING ZONE WILL REMAIN DE -ENERGIZED UNTIL THE NEXT SCHEDULED EVENT OR "ON" OVERRIDE ENERGIZES THE ZONE. F. DINING DIMMING: WHEN THE DINING ROOM DIMMING BUTTON (BUTTON 3) IS PRESSED HALF OF THE LIGHTING CIRCUITS IN THE DINING ZONE AND ANY LIGHTING CIRCUITS IN THE DAYLIGHT ZONE SHALL BE DE -ENERGIZED AND THE OTHER HALF OF THE LIGHTING CIRCUITS IN THE DINING ZONE WILL BE ENERGIZED FOR A DURATION OF ONE (1) HOUR. G. KITCHEN DIMMING: WHEN THE KITCHEN DIMMING BUTTON (BUTTON 4) IS PRESSED HALF OF THE LIGHTING CIRCUITS IN THE KITCHEN ZONE SHALL BE DE -ENERGIZED AND THE OTHER HALF OF THE LIGHTING CIRCUITS IN THE KITCHEN ZONE WILL BE ENERGIZED FOR A DURATION OF ONE (1) HOUR. H VERIFY THAT TIME AND TIME ZONE ARE SET CORRECTLY ON AVAILABLE FAULT CURRENT CALCULATIONS POINT VOLTAGE PHASES CONDUCTOR f VALUE M VALUE AVAILABLE FAULT CURRENT LENGTH # SETS SIZE CONDUIT TYPE C VALUE A 208 V 3 65,000 A B 208 V 3 42,000 A C 208 V 3 100 FT 1 500 MCM CU PVC 26,706 1.309 0.433 18,185 A BLUE BOX. VERIFY WITH STORE OPERATIONS THAT THE ON/OFF TIMES ARE COMPATIBLE WITH THE STORE OPERATING HOURS PRIOR TO TURNOVER. PROVIDE CONNECTION FROM TERMINAL STRIP IN CONTACTOR EXTERIOR SIGNAGE / Cl , LIGHTING � EXTERIOR/SIGN LIGHTING CONTROL N.T.S. 3/4" FLEXIBLE METALLIC LIQUIDTIGHT CONDUIT TO J-BOX INTEGRAL TO ISLAND PREP TABLE. HOLD LIQUIDTIGHT CONDUIT OFF FLOOR. �\ 90° STEEL LIQUIDTIGHT CONDUIT ELBOW (RACO 3423-8 OR EQUAL) 3/4" RIGID METAL CONDUIT COUPLING SEAL BETWEEN RIGID METAL CONDUIT AND CURB SEE ARCHITECTURAL PLANS FOR CURB DETAILS h v c 3/4" PVC RIGID NONMETALLIC 'A u CONDUIT (OR OTHER APPROVED ° J UNDERGROUND CONDUIT `MATERIAL) TO PANELBOARD E 3/4" RIGID METAL CONDUIT ELBOW � .s • Y 2 PEDESTAL OUTLET DETAIL E710 N.T.S. EXISTING PAD -MOUNTED TRANSFORMER WITH 120/208V, 30 SECONDARY BDP TO THE INPUT AND THE OUTPUT OF THE UPS IN OFFICE PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. FINAL CONNECTION TO UPS SHALL BE THROUGH A SINGLE 5-20R RECEPTACLE AND A 5-15P FLANGED INLET. INSTALL 1500 VA WALL -MOUNTED UPS FURNISHED BY OWNER BDP A EXISTING 4 #500 MCM CU, #1/0 G. IN 3-1/2" C. o (APPROXIMATELY 100'). C o 400 AMP 120/208 VOLT 3 PHASE EXISTING WIREWAY EXISTING EXISTING O HOUSE 1200A, METER 120/208V, AND PANEL 3P, 4W B MAIN H DISCONNECT O o EXISTING 120/208 V 400A METER X A I I J EXISTING CONDUCTORS EXISTING GROUNDING ELECTRODE SYSTEM EXISTING 400A, I 120/208V,L J TOJFUTURE 3P, 4W TENANTS DISCONNECT MAIN DISTRIBUTION DIAGRAM N.T.S. INSTALL SURFACE MOUNTED TVSS UNIT (CURRENT TECHNOLOGY MODEL CG60-120/208-3GY) FURNISHED BY OWNER. FEED THROUGH 60A 3PH CIRCUIT BREAKER. LOCATE AS CLOSE AS POSSIBLE TO TOP OF PANELBOARD NEAR CEILING. CONDUCTORS SHALL NOT HAVE SHARP BENDS. INSTALL TVSS UNIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. KEEP CONDUCTOR LENGTH AS SHORT AS POSSIBLE. B PROVIDE PANELS A AND BAND o INSTALL PANEL BDP WITH CIRCUIT BREAKERS AS SHOWN. CIRCUIT BREAKERS SHALL BE FULLY RATED AT 22,000 AIC. 400 AMP 120/208 VOLT 3 PHASE NATIONAL E N G I N E E R I N G 4635 Trueman Blvd. Suite 250 Hilliard, Ohio 43026 Phone: (614) 751-9610 Fax: (614) 552-5240 Contact: Joe Jones (614) 328-2024 jjones@n 'onalengineering.com 40 No. PE r� STATE OF ,; LU "I��TA1�1 a1i COPYRIGHT 2021 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2400 INTERNET: WWW.CHIPOTLE.COM CO _J M N M J J Q LL_ z � Co N LU = _ fQ S O N t d.' 1p CL � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET CONSTRUCTION SET QRevisions: Drawn: Checked: JEJ MPC Project No. 2001004 Contents: ELECTRICAL DETAILS E710