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HomeMy WebLinkAbout7631 Gall Blvd (14)CUHACI & PETERSON, 1 ARCHITECTS, L.L.C. .— 1925 Prospect Avenue Orlando, Florida 32814 407/661-9100 407/661-9101 FAX TO: TICS rnnctriirtinn Inr 4239 63rd Street West Bradenton, FL 34209 941-795-6100 WE ARE SENDING YOU ❑ Shop Drawings ❑ Copy of Letter LETTER OF TRANSMITTAL DATE: 07/26/2021 1JOB No.: 2200532 ATTENTION: Chris Paynter RE: Walmart 0706 Zephyrhills, FL CCD#4 ® Attached ❑ Under separate cover via UPS Ground the following items: ❑ Prints ® Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ COPIES A)ATE" NO. � �plESCRIPT" 2 07/26/2021 Signed/sealed revisions (CCD#4) for submission to building department (after permit has been pulled). 2 07/26/2021 Narrative of revision (CCD#4) changes for submission to building department. THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ Approved as Submitted ❑ ® For Your Use ❑ Approved as Noted ❑ ❑ As Requested ❑ Returned for Corrections ❑ ❑ For Review & Comments ❑ ❑ FOR BIDS DUE ❑ Resubmit copies for approval Submit copies for distribution Return corrects prints PRINTS RETURNED AFTER LOAN TO US Remarks: Revisions to be submitted to building department AFTER PERMIT HAS BEEN PULLED. CCD#4 COPY TO: Emily Reed SIGNED: Sarah WLtze REFERENCE Walmart #0706 iA ZEPHYRHILLS, FL ccn eA ne121121 ARCHITECTURAL' ' L SHEET C1 — COVER SHEET If-(/ 1. Added sheets C-302 and C-501 to document set. SHEET LS1 — LIFE SAFETY PLAN DETAIL 1 — LIFE SAFETY PLAN 1. Revised layout at checkout per Walmart direction. 2. Revised egress. 3. Revised layout at merchandising per Walmart direction. SHEET SP2 — SITE DETAILS DETAIL 6 — GARDEN CENTER SIDEWALK EXPANSION 2. Revised graphics in view per civil coordination. SHEET D1 — DEMOLITION PLAN DETAIL 1 — DEMOLITION PLAN 1. Added note to detail. 2. Graphically revised location of photo lab. SHEET Al — FLOOR PLAN DETAL 1 — FLOOR PLAN 1. Revised layout at checkout per revised ID plan. 2. Revised call out at photo lab to be 4/a1. 3. Removed notes and dimensions for photo lab for clarity. 4. Added and tagged new doors per garden center expansion. DETAIL 4 — ENLARGED PHOTO LAB PLAN 1. Added enlarged plan to sheet for clarity. SHEET A1.1 — FLOOR FINISH PLAN DETAL 1 — FINISH FLOOR PLAN 1. Added dimensions to indicate location of stain bands. 2. Graphically revised detail to show clarify floor finishes. rr• r i1/� . 461- -� SHEET A2 — EXTERIOR ELEVATIONS DETAIL 1 — FRONT ELEVATION 1. Updated pickup sign to show arrow 2. Updated pickup wall color to P135e 3. Added new sign reference. 4. Added dimension lines to Grocery sign. 5. Removed "Soffit and Return" note under P76U under Grocery vestibule. 6. Added P135E color tag and "Soffit and Return" note under Grocery vestibule. 7. Removed "Soffit and Return" note under P76U Home and Pharmacy vestibule. 8. Updated P76U color tag to P135E color tag and "Soffit and Return" note under Home and Pharmacy vestibule. 9. Added dimension lines to Home & Pharmacy. 10. Graphically updated elevation to show correct RGB glass. SHEET A2.1 EXTERIOR DETAILS & SIGNAGE DETAIL 21 — PICKUP BANNER AT EXISTING LIGHT POLE 1. Added pickup banner. KEYNOTES — NEW SCHEDULE 1. Updated pickup sign, color, individual are, and total area. 2. Updated front signage total. WAL-MART STORES, INC. 2200532 Page 1 of 4 REFERENCE Walmart #0706 ZEPHYRHILLS, FL CCD #4 06/21/21 3. Updated building signage total. SHEET A2.2 EXTERIOR DETAILS AND SIGNAGE DETAIL — NOT USED 1. Removed pickup mounting detail. DETAIL 3 — PICKUP SIGNAGE 1. Added pickup sign to show arrow. 2. Added callouts to show wall section. DETAIL 5 — SIGNAGE ATTACHMENT 1. Added signage attachment above roof line. DETAIL 6 — SIGNAGE ATTACHMENT 1. Added signage attachment below roof line. SHEET A3 - SECTIONS AND DETAILS DETAIL 12 — PICKUP WALL SYSTEM FLOOR MOUNTING 1. Added detail to sheet. SHEET ASA - ENLARGED PLANS AND DETAILS NEW DOOR AND FRAME SCHEDULE 1. Added doors 501A and 501 B. DETAIL 2 — ENLARGED CHECKOUT PLAN 1. Revised layout at checkout per Walmart direction. SHEET A8 — DOOR AND ROOM FINISH SCHEDULE DETAIL 1 — ENLARGED CHECKOUT DEMO PLAN 1. Removed annotations. SHEET GC1 — GARDEN CENTER PLAN AND DETAILS DETAIL 1 — GARDEN CENTER EX[ANSION FLOOR PLAN 1. Revised detail per expansion coordination. 2. Revised detail for clarification. DETAIL 2 — GARDEN CENTER DEMOLITION FLOOR PLAN 1. Revised detail per expansion coordination. 2. Revised detail for clarification. SHEET GC2 — GARDEN CENTER PLAN AND DETAILS DETAIL 6 — DOOR SURROUND 1. Added detail to sheet. DETAIL 7 — JAMB AT MANDOOR FRAME 1. Added detail to sheet. DETAIL 8 — HEAD AT MANDOOR FRAME 1. Added detail to sheet. DETAIL 9 — DOOR SURROUND 1. Added detail to sheet. SHEET OS1 — OWNER SUPPLIED ITEMS 1. Noted quantity change of PU panels. ELECTRICAL SHEET E1.1 — ENLARGED LIGHTING PLANS WAL-MART STORES, INC. 2200532 Page 2 of 4 REFERENCE Walmart #0706 ZEPHYRHILLS, FL CCD #4 06/21/21 DETAIL 1 — FRONT RESTROOM LIGHTING PLAN 1. Replaced Existing Recessed Light fixtures with Can Light Fixtures in restroom per Cl 30627. DETAIL 6 — REAR RESTROOM LIGHTING PLAN 1. Replaced Existing Recessed Light fixtures with Can Light Fixtures in restroom, family toilet & mother's room per CI 30627. SHEET E1.3 — LIGHTING DETAILS AND SCHEDULES 1. Light fixture schedule update for 68R type light. SHEET E2.1 — POWER DROP PLAN DETAIL 1 — POWER DROP PLAN 1. Power zone 15 boundary update. 2. 09B added in power zone 7. SHEET E2.3 — ENLARGED POWER PLANS DETAIL 1 — FRONT CHECKOUT POWER PLAN 1. Entire view revised. SHEET E4.1 — PANELBOARD SCHEDULES 1. Circuit update in panel L3D1, L3D2, L3U & L4D3. SHEET E4.2 — PANELBOARD SCHEDULES 1. Circuit update in panel L3D3, L4D1 & L4D2. SHEET T1 — TELECOM PLAN DETAIL 1 —TELECOM PLAN 1. Data & voice layout & schedule revised as per updated front checkouts. RACKING SHEET FXS1 — FIXTURE ANCHORAGE PLAN AND NOTES DETAIL 1 — RACK AND SHELVING FIXTURE ANCHOR PLAN 1. Revise plan as shown due to owner requested changes. ANCHORAGE BILL OF MATERIALS 1. Update wall anchor count. CIVIL SHEET C-302 — DETAILED SITE PLAN 1. Existing backflow preventor is proposed to remain; therefore, a backflow preventor is no longer proposed. 2. Proposed fence layout has been revised to accommodate existing backflow preventor to remain. KEYNOTE: 1. Keynote T has been removed since the backflow preventor is no longer proposed. SHEET C-501 — UTILITY PLAN 1. Existing backflow preventor is proposed to remain; therefore, a backflow preventor is no longer proposed. SPECIFICATIONS SECTION 08710 — added doors 501A, 501 B & 808A to Hardware Schedule WAL-MART STORES, INC. 2200532 Page 3 of 4 REFERENCE Walmart #0706 ZEPHYRHILLS, FL CCD #4 06/21121 END OF DOCUMENT WAL-MART STORES, INC. 2200532 Page 4 of 4 E_ ZEPHYRHILLS, FL STORE NO.: 00706-249 DRAWING INDEX GC2 GARDEN CENTER PLAN AND DETAILS 1.-100 I9.1" C1 COVER SHEET N1 GENERAL INFORMATION SA1 BID ALLOWANCE SCHEDULE LS1 LIFE SAFETY PLAN ARCHITECTURAL SP1 SITE PLAN SP2 SITE DETAILS SP3 SITE AND PAVEMENT SIGNAGE DETAILS D1 DEMOLITION PLAN Al FLOOR PLAN A1.1 FLOOR FINISH PLAN A2 EXTERIOR ELEVATIONS A2.1 EXTERIOR DETAILS AND SIGNAGE A2.2 EXTERIOR DETAILS AND SIGNAGE A2.3 EXTERIOR ELEVATION SCOPE A3 SECTIONS AND DETAILS A4 ROOF PLAN AND DETAILS A5 ENLARGED PLANS, ELEVATIONS, AND DETAILS A5.1 RESTROOM PLANS AND DETAILS A5.1A RESTROOM FLOOR FINISH PLAN A5.2 RESTROOM DIMENSIONS AND DETAILS A5.3 RESTROOM ELEVATIONS A5.4 ENLARGED PLANS AND DETAILS A6 REAR OFFICE PLAN A6.1 PARTITION TYPES AND WALL DETAILS A6.2 INTERIOR WALL SECTIONS A8 DOOR AND ROOM FINISH SCHEDULE BUILDING CODE SUMMARY A9 CASEWORK AC1 AUTOCENTER PLAN AND DETAILS BR1 BREAK ROOM PLAN AND DETAILS BR1.1 BREAKROOM ELEVATION GC1 GARDEN CENTER PLAN AND DETAILS RXPFC RXPFC PAINT, FIX CLEAN (PFC) PLAN AND DETAILS MC1 MONEYCENTER FLOOR PLANS, DETAILS AND SCHEDULES LBPFC LIQUOR BOX PAINT, FIX & CLEAN GA1 FRONT GROCERY PLAN GA2 REAR GROCERY PLAN GA3 GROCERY DETAILS GA5 RESPONSIBILITY SCHEDULES VC1 VISION CENTER PLANS AND DETAILS VC1.1 VISION CENTER DETAILS VC1.2 REFLECTED CEILING PLAN AND DETAILS VC2 VISION CENTER ELEVATIONS VC3 EQUIPMENT (FOR REFERENCE ONLY) STRUCTURAL S1 MAIN ID PARAPET EXTENSION FIRE PROTECTION FP1 OVERALL FIRE SPRINKLER PLAN FP2 ENLARGED FIRE SPRINKLER PLAN FP2.1 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 1 FP2.2 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 2 FP2.3 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 3 FP2.4 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 4 FP2.5 OPERATIONAL FLEXIBILITY FIRE SPRINKLER PLAN SYSTEM 5 FP3 FIRE PROTECTION DETAILS PLUMBING NAME OF PROJECT ZEPHYRHILLS, FL STREET ADDRESS 7631 GALL BLVD PROPOSED USE MERCANTILE CODES BUILDING CODE FLORIDA BUILDING CODE 6TH EDITION (2017) BUILDING EXISTING BUILDING CODE FLORIDA BUILDING CODE 6TH EDITION (2017) EXISTING BUILDING 1 ELECTRICAL CODE FLORIDA BUILDING CODE 6TH EDITION (2017) BUILDING UPDATED EXISITING PLUMBING CODE FLORIDA BUILDING CODE 6TH EDITION (2017) PLUMBING BUILDING CODE MECHANICAL CODE FLORIDA BUILDING CODE 6TH EDITION (2017) MECHANICAL INFORMATION FIRE CODE FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) ACCESSIBILITY CODE FLORIDA BUILDING CODE 6TH EDITION (2017) ACCESSIBILITY LIFE SAFETY 2015 LIFE SAFETY CODE - SIXTH EDITION OCCUPANCY M - MERCANTILE; WHOLESALE OR RETAIL STORE (MAIN USE) - SECT 309.1 S1 - STORAGE AREA; MOTOR VEHICLE STATION AND RECEIVING AND - SECT 311.2 STOCKROOMS (MIXED USE) A2 - ASSEMBLY USE; BREAKROOM AND FOOD TENANT (ACCESSORY TO - SECT 303.1 MAIN USE) B - BUSINESS; NON FOOD TENANT (ACCESSORY TO MAIN USE) - SECT 304.1 TYPE OF CONSTRUCTION II-B UNPROTECTED (SPRINKLERED) PER SECT 602.2 AND TABLES 601 AND 602 ALLOWABLE AREA UNLIMITED SECTION 507.2 SECTION 507.3 FIRE PROTECTION BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND IS SURROUNDED ON ALL SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE. UNLIMITED AREA CRITERIA IS APPLICABLE. CLASSIFICATION OF WORK - LEVEL 2 - ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, (EXISTING BUILDING CODE) THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. NOTE: EXISTING SQUARE FOOTAGE, EXISTING PATHS AND EGRESS WIDTH WILL NOT BE IMPACTED BY THE REMODEL SCOPE OF WORK NOTE: BUILDING WILL BE OCCUPIED DURING CONSTRUCTION, AREAS WILL BE SECTIONED OFF WITH DUST PARTITIONS OR SECURITY FENCING AS NEEDED. REF SHEET A2 AND SP1 FOR FUTURE EXPANSION INFORMATION MAJOR PROJECT 2021 P1 OVERALL PLUMBING PLAN P1.1 ENLARGED PLUMBING PLANS P2 PLUMBING DETAILS AND SCHEDULES MECHANICAL M1 OVERALL MECHANICAL PLAN M1.1 ENLARGED MECHANICAL PLANS REFRIGERATION BAS2 REFRIGERATION BUILDING AUTOMATION SYSTEM PLANS BASS REFRIGERATION BUILDING AUTOMATION SYSTEM DETAILS R1 FRONT REFRIGERATION PLANS R1.1 REAR REFRIGERATION PLAN R2 REFRIGERATION DETAILS R3 REFRIGERATION SUBMITTALS R3.1 REFRIGERATION SUBMITTALS ELECTRICAL BAS1 BUILDING AUTOMATION SYSTEM E1 LIGHTING PLAN E1.1 ENLARGED LIGHTING PLANS E1.2 ENLARGED LIGHTING PLANS E1.3 LIGHTING DETAILS AND SCHEDULES E2 POWER PLAN E2.1 POWER DROP PLAN E2.2 ENLARGED POWER PLANS E2.3 ENLARGED POWER PLANS E3 ELECTRICAL DETAILS E4 ELECTRICAL ONE -LINE DETAILS AND SCHEDULES E4.1 PANELBOARD SCHEDULES E4.2 PANELBOARD SCHEDULES E4.3 PANELBOARD SCHEDULES EVC1 VISION CENTER ELECTRICAL PLANS 40p *4* ADDITION SQFT: EXISTING SQFT: PROTO CYCLE: RE1 REFRIGERATION ELECTRICAL PLAN GE1 GROCERY LIGHTING PLANS GE2 GROCERY POWER PLANS T1 TELECOM PLAN RACKING FXS1 FIXTURE ANCHORAGE PLAN AND NOTES FXS2 FIXTURE ANCHORAGE DETAILS CIVIL C-302 DETAILED SITE PLAN C-501 UTILITY PLAN SSM-1 STOP SIGNS AND MARKINGS SECP-1 DEMOLITION AND SITE CONSTRUCTION PLAN SECP SSM DETAILS 1 SECP. SSM DETAILS 2 CSS-1 SPECIFICATIONS SHEET CSS-2 SPECIFICATIONS SHEET OGP-C-1 PICKUP 2.0 WAYFINDING SITE PLAN OGP-C-2 PICKUP 2.0 CONSTRUCTION PLAN OGP-C-3 PICKUP 2.0 DETAIL SHEET SPECIAL ELEMENTS OS1 OWNER SUPPLIED ITEMS INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY TABLE 803.11 GROUP INTERIOR EXIT STAIRWAY AND RAMPS AND EXIT PASSAGEWAY CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS ROOMS AND ENCLOSED SPACES i I �Al&A2 B B C B,E,M,R-1 B C C S B C C CLASS A: FLAME SPREAD INDEX 0-25; SMOKE DEVELOPED INDEX 0-450 CLASS B: FLAME SPREAD INDEX 26-75; SMOKE DEVELOPED INDEX 0-450 CLASS C: FLAME SPREAD INDEX 76-200; SMOKE DEVELOPED INDEX 0-450 DATE: PROTO: PROJECT SITE WINDSPEEDS AND DESIGN NOTICE OF ACCEPTANCE PRESSURES LISTED ON STRUCTURAL DWGS. PRODUCT SUB FLORIDA FLORIDA PRODUCT NOA # NOA CATEGORY CATEGORY PRODUCT # EXPIRATION DATE EXPIRATION DATE PANEL WALLS EIFS FL 2030.14 DECEMBER 20, 2021 17-0807.16 DECEMBER 20, 2021 ROOFING SINGLE FL 1601-R11 DECEMBER 14, 2021 20.0310.08 MAY 05, 2023 PLY ROOF SYSTEMS !1, LSHEE�TSDDED IN CCD#4: 302 DETAILED SITE PLAN 501 UTILITY PLAN t DURING CCD1 THE FOLLOWING SHEET WAS ADDED: R3.1 REFRIGERATION SUBMITTALS HEALTH AND WELLNESS t CIVIL (FOR REFERENCE ONLY PERMIT SPR-0011-20 �SHEETSDED IN CCD#3: • GC2 - GARDEN CENTER PLANS AND DETAILS 1rILs]101a ',m& /=1% GENERAL SCOPE OF WORK • EXTERIOR SURFACES: CLEAN, PREP AND PAINT • INTERIOR WALLS: CLEAN, PREP AND PAINT • PHARMACY: PAINT AND CLEAN AS NOTED • REFURBISH CUSTOMER RESTROOMS AS NOTED • BREAK ROOM: REVISED AS SHOWN. • CUSTOMER SERVICE: REVISED AS SHOWN. • ENTRY VESTIBULE: CLEAN, LIGHTING AND PAINT • AUTO CENTER- REVISED AS NOTED • MONEYCENTER: REVISED AS SHOWN. • PICKUP, INTERIOR: REVISED AS SHOWN. • PICKUP, EXTERIOR: REVISED AS SHOWN. 1 • TENANT SPACE: REVISED AS SHOWN. • INSTALL NEW VISION CENTER AS SHOWN. , 143000 205,831 09/25/20 11/06/20 192- SPBR SHEETS ADDED IN ADD1: • A2.2 EXTERIOR ELEVATION SCOPE • A5.4 ENLARGED PLANS AND DETAILS • A2.2 EEXTERIOR DETAILS AND SIGNAGE • A2.3 EXTERIOR ELEVATION SCOPE • BR1.1 BREAKROOM ELEVATION • GA5 RESPONSIBILITY SCHEDULES • RXPFC PAINT FIX CLEAN (PFC) PLAN AND DETAILS • VC1 VISION CENTER PLANS AND DETAILS • VC1.1 VISION CENTER DETAILS • VC12 REFLECTED CEILING PLAN AND DETAILS • VC2 VISION CENTER ELEVATIONS • VC3 EQUIPMENT (FOR REFERENCE ONLY) • M1.1 ENLARGED MECHANICAL PLANS • E2.1 POWER DROP PLAN • E2.3 ENLARGED POWER PLANS • E4.2 PANELBOARD SCHEDULES • EVC1 VISION CENTER ELECTRICAL PLANS • RE1 REFRIGERATION ELECTRICAL PLAN • GE2 GROCERY POWER PLAN SHEETS REMOVED IN ADD1: • TPH1 TEMPORARY PHARMACY • PH1 PHARMACY PLANS AND ELEVATIONS • PH1.1 PHARMACY DETAILS • PH2 PHARMACY ELEVATIONS • PH2.1 PHARMACY ELEVATIONS • PH3 EQUIPMENT PLAN AND ELEVATIONS (FOR REFERENCE ONLY) • TPH1 TEMPORARY PHARMACY PLUMBING PLANS • EPH1 PHARMACY ELECTRICAL PLAN ALL REFRIGERATION, CIVIL, AND RACKING DRAWINGS HAVE BEEN ADDED TO THE CONSTRUCTION SET OF DOCUMENTS GENERAL NOTES 1. BUILDING WILL BE FULLY SPRINKLERED AS REQUIRED BY CONTRACT DOCUMENTS. SUBMIT FIRE SPRINKLER SYSTEM DRAWINGS AND CALCULATIONS TO AUTHORITIES HAVING JURISDICTION (FIRE DEPARTMENT, FIRE MARSHAL, ETC). OBTAIN ALL APPROVALS PRIOR TO FABRICATION OR INSTALLATION. 2. OWNER WILL PROVIDE, OR HAS ALREADY PROVIDED, FIRE EXTINGUISHERS IN ACCORDANCE WITH NFPA 10. AUTHORITY HAVING JURISDICTION WILL APPROVE FINAL FIRE EXTINGUISHER LOCATIONS. 3. WAL-MART'S ALARM CENTRALS ENGINEERING TEAM HAS CONTACTED THE AUTHORITY HAVING JURISDICTION FOR PRE -PLAN DATA ABOUT STATE AND LOCAL REQUIREMENTS THAT DIFFER FROM THE NATIONALLY PUBLISHED CODES AND STANDARDS. A COMPLETE SITE SPECIFIC SUBMITTAL IS BEING MADE DIRECTLY TO THE AUTHORITY HAVING JURISDICTION. QUESTIONS SHOULD BE DIRECTED TO 1-800-530-9924, OPTION 3. 4. THE MAXIMUM STORAGE HEIGHT IS TWELVE FEET EXCEPT IN THE GENERAL MERCHANDISE RECEIVING AREA IMMEDIATELY ADJACENT TO THE DOCK DOORS. THE STOCKROOM WILL HAVE A STACKING HEIGHT OF 15 FEET OF CLASS I -IV COMMODITIES IN FIXED, SINGLE AND DOUBLE ROW RACKS. THE STACKING HEIGHT OF THE ROLLING RACK AREA WILL NOT EXCEED 12 FEET. 5. REFER TO SPECIFICATION SECTIONS 01600 - PRODUCT REQUIREMENTS AND APPENDIX A - PRODUCTS AND WORK BY OWNER OR SEPARATE CONTRACTOR. THESE SECTIONS INCLUDE SPECIFIC INFORMATION REGARDING ITEMS AND SERVICES TO BE FURNISHED AND INSTALLED BY INDIVIDUALS OTHER THAN THE GENERAL CONTRACTOR. 6. REINSTALL ALL FIRE EXTINGUISHERS IMMEDIATELY FOLLOWING COMPLETION OF FINAL FINISH TO MOUNTING SURFACE. 7. REFER TO GENERAL CONTRACTOR PERMIT, REGISTRATION, NOTIFICATION INSPECTION & INSTALLER CERTIFICATION(GCPRN) REPORT LOCATED IN GC PERMIT INFORMATION FOLDER ON OWNER'S DOCUMENT DELIVERY WEBSITE. F Ll Ll is a s N O a U d '4 O' Oi .-. O w G b n�1 � •VW U V� �Q =0zU) 4 w U) f-w� Z)-0 w _-i ZU LL= w0zw ow- a N�mW�W UUO0: O LLv��x aH�Fu���?Q�OOw �wZNo���Za�0 OZ Z�¢oaLLOdOcrxz} Q �UO�,OVir}X0-Of D U Of ZUO aga w Ow [1 )w yww a), w-w -wuw.000�COU =z0¢LLWw'xZxOfw Cn F-OUa01-Kaaw0dm z z 0 U 00 a oO L Lo M © c=D_j m 0 0 LL U- V) J N O J�� 0 Gig o a � = co No o Z o N W �mO JF- 0- vV O W T co N"' ti w m z m 0 ISSUE BLOCK 1 ADD1 01/27/21 2 ADD3 02/26/21 3 CCD1 03/29/21 4 CCD3 05/11/21 5 CCD4 06/21/21 CHECKED BY: RD DRAWN BY: AJB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 COVER SHEET zi \, ARCHITECTURAL a r o CUHACI & PETERSON LLC ROBERT DAY N y A TLAf,�ID�F3 7 1 P 407-661-9100 � U STRUCTURAL FIRE PROTECTION MECHANICAL REFRIGERATION ELECTRICAL RACKING CIVIL BUILDING OFFICIAL JOHNSTON BURKHOLDER ASSOCIATES CUHACI & PETERSON LLC CUHACI & PETERSON LLC HENDERSON ENGINEERS CUHACI & PETERSON LLC JOHNSTON BURKHOLDER ASSOCIATES BOHLER CITY OF ZEPHYRHILLS JASON HENDRIX 930 CENTRAL V dyT 2600 MAITLAND CENTER PKWY #200 S ,,J: DJA w- 2600 MAITLAND CENTER PKWY #200 TREVOR G. JONES 8345 LENEXA DRIVE, SUITE 300 R 2600 MAITLAND CENTER PKWY #200 BART J. HALVERSON 930 CENTRAL RYAN HILEMEN, PE. PMP. 255 GLADES ROAD, SUITE 305E BILL BURGESS 5335 8TH STREET SHEET: KANSAS CITY, MISSOURI 64105 LIB 327 AIZJ-AND FL.QRJ.QA,3�Z LENEXA, KANSAS 66214 MAIT�AND,Ff QR,7. 1 KANSAS CITY, MISSOURI 64105 BOCA RATON, FLORIDA 33431 ZEPHYRHILLS, FLORIDA 33542 cl 816-421-4200 407-661-9100 407-661-9100 913-742-5001 407-661-9100 816-421-4200 561 571� 0280� ,v , 813-780-0020 V2 6-2" 61_2" CLEAR WIDTH 76 CLEAR WIDTH 76' I 76" / .20 76" / .20 380 OCCUPANTS 380 OCCUPANTS rm ENLARGED GR GATES FLOOR PLAN CLEAR WIDTH 76" CLEAR WIDTH 76" 7L2" ] 7n 7Qll / 7n ENLARGED GM GATES FLOOR PLAN 2x (33" / .20) = 330 OCCUPANTS 2x (33" / .20) = 330 OCCUPANTS 33" 1.20 = 165 OCCUPANTS TOTAL EGRESS FOR SALES FLOOR OCCUPANCY: 4800 1. IF ONLY MEANS OF CUSTOMER ENTRANCE IS THROUGH ONE EXTERIOR WALL OF BUILDING, ONE-HALF OF REQUIRED EGRESS WIDTH FROM THE FLOOR SHALL BE LOCATED IN SUCH WALL (37.2.5.7) 2,400 OCC X .20 = 480 REQUIRED 3,100 OCC X .20 = 620 PROVIDED 2. NOT LESS THAN ONE-HALF OF REQUIRED EXITS SHALL BE LOCATED SO AS TO BE REACHED WITHOUT PASSING THROUGH CHECKOUT (37.2.5.8) 2,400 OCC X .20 = 480 REQUIRED 4,215 OCC X .20 = 843 PROVIDED DISTANCE OF TRAVEL - TABLE 1017.2 FBC; SPRINKLERED 250' NFPA; SPRINKLERED 250' OCCUPANCY LOAD CALCULATIONS - FBC TABLE 1004.1.2 AND NFPA 101 TABLE 7.3.1.2: GROUND FLOOR RETAIL SALES 136637 SF / 30 - 4555 OCCUPANTS OUTDOOR FENCED 4504 SF / 30 = 150 OCCUPANTS TRAINING 508 SF / 15 = 34 OCCUPANTS BREAKROOM 1447 SF / 15 = 96 OCCUPANTS FOOD TENANT 1620 SF / 15 - 108 OCCUPANTS KITCHEN 5269 SF / 200 = 26 OCCUPANTS OFFICE 811 SF / 100 = 8 OCCUPANTS STOCKROOM 18320 SF / 300 = 61 OCCUPANTS AUTO SERVICE CENTER 6138 SF / 100 = 61 OCCUPANTS LIQUOR STORE: SALES 2602 SF / 30 = 87 OCCUPANTS LIQUOR STORE: STOCKROOM 867 SF / 300 = 3 OCCUPANTS TOTAL OCCUPANCY LOAD 178723 SF 5190 EGRESS WIDTH REQUIRED - FBC SECTION 1006.3.2 AND NFPA TABLE 7.3.3.1: FBC; SPRINKLERED 250' EGRESS INCHES REQUIRED (FBC) 0.2 INCHES PER PERSON SERVED EGRESS INCHES REQUIRED (NFPA) 0.2 INCHES PER PERSON SERVED MINIMUM CLEAR WIDTH= 33" FOR 3'-0" DOOR OPENING 44" FOR 4'-0" DOOR OPENING 66" FOR 6-0" DOOR OPENING 92" FOR V-0" DOOR OPENING 120" FOR 10'-0" AUTOMATIC DOOR OPENING 136" FOR 12'-0" AUTOMATIC DOOR OPENING EGRESS WIDTH REQUIRED (INCHES) EQUALS: (AREA OCCUPANT LOAD) x (EGRESS WIDTH PER PERSON SERVED) SALES/FOOD TENANT: 4625 OCCUPANTS x 0.2 = 925 INCHES REQUIRED 11 T-0" DOORS x 33 = 363 INCHES PROVIDED 2 4'-0" DOORS x 44 = 88 INCHES PROVIDED 4 12'-0" DOORS x 122 = 488 INCHES PROVIDED TOTAL INCHES PROVIDED 939 INCHES PROVIDED 't IL-V VVVf�J A IJV - J'FY TOTAL INCHES PROVIDED 1347 STOCKROOM/O F F I C E/TRAI N I NG/KITCHEN : 129 OCCUPANTS x 0.2 = 26 INCHES REQUIRED 5 T-0" DOORS x 33 = 165 INCHES PROVIDED TOTAL INCHES PROVIDED 165 TOTAL: 4792 OCCUPANTS x 0.2 = 958 INCHES REQUIRED 13 T-0" DOORS x 33 = 429 INCHES PROVIDED 2 4'-0" DOORS x 44 = 88 INCHES PROVIDED 4 12'-0" DOORS x 122 = 488 INCHES PROVIDED TOTAL INCHES PROVIDED fG-V 'T VVVf\V A IJV 1005 - Y't J INCHES PROVIDED TOTAL INCHES PROVIDED 1710 BREAKROOM EGRESS: 61 OCCUPANTS x 0.2 = 12 INCHES REQUIRED 2 T-0" DOORS x 33 = 66 INCHES PROVIDED TOTAL INCHES PROVIDED 66 AUTO SERVICE CENTER 96 OCCUPANTS x 0.2 = 19 INCHES REQUIRED 6 T-0" DOORS x 33 = 198 INCHES PROVIDED TOTAL INCHES PROVIDED 198 OUTDOOR SALES/FENCED AREA 90 OCCUPANTS x 0.2 = 18 INCHES REQUIRED 319 OCCUPANTS x 0.2 = 64 INCHES REQUIRED 3 T-0" DOORS x 33 = 99 INCHES PROVIDED TOTAL INCHES PROVIDED _ 9?9^8 _ - 1 V lr%t- I17tr1 IL..J rl\V V IVLV IJ LIQUOR SALES 90 OCCUPANTS x 0.2 = 18 INCHES REQUIRED 2 3'-0" DOORS x 33 = 66 INCHES PROVIDED) 1 12'-0" DOORS x 126 = 126 INCHES PROVIDED) TOTAL INCHES PROVIDED I V I AL IIYVI 11_V r i\V VIVLV 192J8 1 660- 1 2x (33" / .20) = 2x (33" / .20) A2x (33" / .20) _ 33" / .20 = 330 OCCUPANTS 330 OCCUPANTS 330 OCCUPANTS ___ 165 OCCUPANTS ��ll ��- ! 1 � II 77 � 128 I �11. MIN 0 _ _ / r g., \ d L F I \j � � i co 77777) 1I� _ o Q Q Q I �_ (i I ! \ y�102 ��. 165 OCCUPANTS Q _ ---• 1 I '��- r7z, _ 168'Ii ( - -- I i 1 M LEI I _ ,11 -- 7101 -4 -7" - - ill 111'-5" 0 o ElEj LE E � 0 E o �� � �� �� � I � � E E � �u T r N IL �j I f _ In H Fi in 6'-6" f=; I. p li I 61-OII s H H I I Ind I I I� m z I m ®H HHH I I LLB - - l 1 -•204' • H H - _ a- 186' I -, EEE-C [EE-EEEE CC+--F+� q � -fl I151Ir H �� ! I�h - ic�� F I�I o f y IT HI H = H III 1, H, E H IHI H ! t; H H, h ICI X-226'o �F� � - �h-�� F - 126" / .20 = 630 OCCUPANTS -!� ®I i� L --_L- 214' i LH _F c S 228' •-fi t - 1 _ Z1 > _ (� 1 LL - . 1��� Tr I _ -� --- __ I Ill H�, I, H IAA H H H H 'S IH, H�� ICJ H II LEI Ill � 123 I _ - ih -- - T-10" III 204' � - SHEET NOTES 1. MAINTAIN A MINIMUM OF T-0" AISLE WIDTH ON THE SALES FLOOR WHERE MERCHANDISE OR OTHER OBSTRUCTIONS ARE PLACED ON ONE SIDE OF THE AISLE, AND T-6" AISLE WIDTH WHEN SUCH OBSTRUCTIONS ARE PLACE ON BOTH SIDES OF THE AISLE. 2. ALL EXIT SIGNS AND EMERGENCY LIGHTS ARE SHOWN ON SHEET E1, (SYMBOLE LEGEND ON E3), AND WILL BE SUBJECT TO INSPECTION FROM THE FIRE MARSHAL HAVING AUTHORITY PRIOR TO FINAL APPROVALS. 3. 250' MAX. TRAVEL DISTANCE IS SHOWN AS A DASHED LINE. 4. CLASS OF REHABILITATION IS CLASS III - TYPE B. LEGEND LINE REPRESENTS 250 FEET OR LESS - - - - OF TRAVEL DISTANCE TO EXIT DOORS WITH DIRECTION ARROW 33" / .20 = 165 OCCUPANTS >���I 33" / .20 = 165 OCCUPANTS IT 33" / .20 = 165 OCCUPANTS 33" / .20 = 165 OCCUPANTS 33" / .20 = 165 OCCUPANTS IT I 4e'-11 " 5-1" I ! , LH' H lip' ,h H 'H H H H Irk I I ` !!I �i i� III _ OLCfff�___. _J j n I I o j Lj -- - -- '71 T _ H o J u! Il U _�0, °I ® 167, II El --- ----- �5=2 li=� 33" / 20 165 OCCUPANTS 52' I-- I o I d� t j ®i it (=LL --- _ �' �I I Ls1 LIFE SAFETY PLAN 122" / .20 = If 610 OCCUPANTS 122" / .20 = 610 OCCUPANTS 2 LS1 2x(44"/.20)= 440 OCCUPANTS 122" / .20 = V 122" / .20 = 610 OCCUPANTS V 610 OCCUPANTS DASHED LINES INDICATES WALMART HEALTH CLINIC BY OTHERS 33" / .20 = 165 OCCUPANTS i III 1 7� 51'r { / t I I. T-0"' 33" / .20 = 165 OCCUPANTS �LL'wzOtL �LLO r Wco of xmEwo ow,_ Of If WF�_jwZwOV O�zo� �pO I_o=af2~o(�n Z W. aWOi,R 'wTa JpFz� m w�zww>-fr¢w=�crodzwUJZWLL ov)wWUwzUz w www w0a¢LLuiLL05 I- 0�z =z0t 'LrItZ�wU) F-0000E-WW1dw04 to W F_ z F_ J VJ z O U w m d m C' j M (7 O O [L ILL r� Cn _j o 2 I of co 0 j2o a M a o N O Li Z o N Q LLJ =m0 J F- Lu NM C t1_ w m Z m O ISSUE BLOCK 1 ADD3 02/26/ 'l 2 ICCD4 06/21/21 CHECKED BY: RD DRAWN BY: AJB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 07/01 /21 LIFE SAFETY PLAN 3/16" = V-0" 3/16" = V-0" I i I I t- - --- - - l -- - --_ -- SHEET: LS1 f: J REF STRUCTURAL FOR ALL REINFORCEMENT REQUIREMENTS BOLLARD MUST BE SET PRIOR TO PLACING OF PAVING OR SIDEWALK Al 1/4" DEEP SEALANT AND / BACKER ROD OR DEPTH z /4" U) AS RECOMMENDED BY U) / MANUFACTURER g PATTERNED \ U- v 4 CONTROL JOINT CONCRETE � FOR METHOD AREA REF SP1 FOR REF SPECS LENGTH a � � d J ° �:a, a, a FILL ALL EXTERIOR CONTROL PAVING JOINTS. REF SPECIFICATIONS AGGREGATE BASE ® a a REF SPEC CONCRETE SLAB � AGGREGATE BASE, REF SPEC EXTERIOR SIDEWALK/PAVING CONTRACTION JOINT CAP OR PLUG ENDS OF STEEL BOLLARDS TO PREVENT WATER FROM COLLECTING AND CONCRETE FROM ENTERING DURING PLACEMENT PLASTIC BOLLARD SLEEVE. REF SPECS 6" DIAMETER STEEL PIPE BOLLARD OMIT CONCRETE FILL (DO NOT OMIT CONCRETE FILL AT BOLLARDS AT PROPANE STORAGE) I In PLACE FINISHED SURFACE TIGHT TO BOLLARD 18" DIAMETER FOOTING T-0" REF STRUCTURAL FOR ALL REINFORCEMENT REQUIREMENTS PAVING CONCRETE SLAB b Ad o c r PAVING SE 1/2" = 1'-0" AGGREGATE BASE REF SPEC CTION CONCRETE SLAB PAVING PATTERNED CONCRETE AREA REF SP1 FOR LENGTH SLOPE Nr _ d —III 1'-0" AGGREGATE BASE REF SPEC SIDEWALK SECTION 1/2" = 1'-0" REF STRUCTURAL FOR ALL REINFORCEMENT REQUIREMENTS BOLLARD MUST BE SET PRIOR TO PLACING OF PAVING OR SIDEWALK PATTERNED CONCRETE AREA REF SP1 FOR LENGTH. NEW PATTERNED CONCRETE TO MATCH EXISTING REMOVE CONCRETE AND PATTERNED CONCRETE FOR INSTALLATION OF BOLLARD. INFILL CONCRETE AND PATTERNED CONCRETE TO MATCH ADJACENT PATTERNS, COLORS, FINISHES AND SLOPES. REF PLAN FOR EXTENTS ! OF REMOVED AND NEW CONCRETE. 1/2" X 8" SMOOTH DOWEL 8" MIN INTO EXISTING CONCRETE 24" OC AT PERIMETER OF NEW CONCRETE. GREASE END SECTION - B SECTION o A 'a o g O NEW CONCRETE W U) EXISTING PAVING VIEW z ILL w o � PATTERNED CONCRETE AREA REF SP1 FOR LENGTH PAVING 3'-0" SLOPE __T I i - -- — a a d SECTION w w U) HOLD TOP OF a FOOTING DOWN a 16" FROM 00 FINISHED 4 SURFACE ELEVATION j 4 - -Z- -Lu - PLAN OF DOWEL AT NEW CONCRETE. NEW 6" DIAMETER STEEL PIPE BOLLARD REF PLAN FOR LOCATION CAP OR PLUG ENDS OF 6" BOLLARD AND ONE END OF THE 8" STEEL BOLLARD SLEEVE TO PREVENT WATER FROM COLLECTING AND CONCRETE FROM ENTERING DURING PLACEMENT. PLASTIC BOLLARD SLEEVE. REF SPECS 6" DIAMETER STEEL PIPE BOLLARD INSERTED INTO 8" DIAMETER PIPE SLEEVE OMIT CONCRETE FILL 8" SLEEVE FLUSH WITH TOP OF SIDEWALK PLACE FINISHED SURFACE TIGHT TO SLEEVE 8" DIAMETER SCHEDULE 80 STEEL PIPE SLEEVE FLUSH WITH TOP OF FINISHED SIDEWALK 18" DIAMETER FOOTING FILL BASE WITH MASONRY SAND AS REQUIRED TO RAISE PIPE SO THAT PLASTIC SLEEVE HEIGHT MATCHES ADJACENT BOLLARD SLEEVES. SECTION NTS PLACE FINISHED SURFACE TIGHT TO SLEEVE 6" DIAMETER STEEL PIPE BOLLARD INSERTED INTO 8" DIAMETER PIPE SLEEVE SEAL GAP AT BASE OF BOLLARD 8" DIAMETER SCHEDULE 80 STEEL PIPE SLEEVE FLUSH WITH TOP OF FINISHED SIDEWALK s"U)W 05 = 0 Z m a � W¢ wZ w ptrF�QOQUOt�¢ fl� QaEO0Z0W'_ W N��F?yJW2UZ�J > ad=¢ o0 O Z d Q O Z N O~ W,? z - ¢O O U 0 0� 2 s 21 w w > Q �VO�aOUw.w—D d Q(Lw°w?wwWWZZWo �-•" cn¢zI- LL0007¢00 U) =Z0¢LLmW �d'Z1rw W 0 0 0 0 W d d 0 d 1- F W m U) z Q J D U) z O U w cq n O r Lo V M O OJM c- / { 0 LjL ILL 1� V) J d O _ N Gi =o a 0-CDM N z Ii o N Q W �m0 J LIJ NM ti w m z m O ISSUE BLOCK 1 ICCD4 06/21/21 CHECKED BY: RD DRAWN BY: EB/MB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 07/01 /21 SITE DETAILS BOLLARD 1/2" = 1'-0" REMOVABLE BOLLARD 1/2" = 1'-0" SHEET: SP2 f F77 1- ALL PLYWOOD ON SALES 1 j 1 EXISTING ROOF DECK 1 FLOOR SIDE OF PARTITION TO BE PAINTED P131 STUD TRACK j ATTACHED TO BOTTOM 1 OF DECK AT 48" O.C. 1 INSTALL CONTINUOUS LAYER I Ij - 6 MIL POLY CLEAR SHEETING WALL TO BE REMOVED FROM FLOOR TO ROOF DECK, OVERLAPPED AT JOINTS A j MINIMUM OF 2'-0" AND CONTINUOUSLY TAPED AT ALL I EXISTING FINISH CEILING i I JOINTS_ SEAL VOIDS AT DECK _ — — — — — — — — — — _ = REMOVE CEILING PANELS 2 ROWS OF 2X BLOCKING 1 1 AND LIGHTS AT WALL 1 BETWEEN STUDS. LAP 6 MIL. 1 1 LOCATION. GRID TO REMAIN. POLY CLEAR SHEETING SEAL CLEAR SHEETING BETWEEN ROWS AND ATTACH AROUND GRID 1 @ 24" O.C. 2x BLOCKING BETWEEN I � 16'-0" @ LOAD BEARING STUDS, PROVIDE 2X j BLOCKING BEHIND EACH 4'-0" ALL OTHER LOCATIONS HORIZONTAL JOINT IN THE 1 PLYWOOD WALL COVERING DEMO AREA AND ATTACH PLYWOOD TO STUDS AND BLOCKING AT METAL STUDS @ 24" O.C.: 1 j 12"OC MAX, TYP WALLS UP TO 14': 1 1 3-5/8" X 22GA j FRP ON 1/2" C/D PLYWOOD I WALLS HIGHER THAN 14'. OVER 6 MIL. POLY CLEAR j 6" X 18GA SHEETING FROM FLOOR TO BOTTOM OF FINISH CEILING. j 3-5/8" x 22GA l I INSTALL FULL SHEETS, LONG j i METAL STUD I j DIMENSION HORIZONTAL 1 BRACE @ 96" j STUD TRACK. ANCHOR j j AT 48" O.G. j j CONTRACTOR'S j OPTION FOR CONTINUOUS SEALANT i ATTACHMENT j BETWEEN BOTTOM EDGE OF j FRP AND FINISH FLOOR j FINISH FLOOR CONTINUOUS SEALANT AGAINST TRACK NOTE: TYPICAL AT FOOD AREAS WITH CEILINGS / NOT ON AN EXTERIOR WALL TEMPORARY FRP CLAD BARRIER/DUST DRAPE 3/4" NOTE: THE GENERAL CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED FLOOR TILE DUE TO INSTALLATION OR REMOVAL OF TEMPORARY SECURITY ENCLOSURE. CONTINUOUS SEALANT 2x WOOD PLATE 1/2" C/D EXT. PLYWOOD SCREWED TO STUDS OVER 6 MIL CLEAR POLY SHEETS EXISTING WALL TO REMAIN _ PAINT DUST WALLS TO MATCH ADJACENT IF DUST WALLS TO BE IN PLACE MORE THAN TWO WEEKS. COORDINATE WITH WALMART CONSTRUCTION MANAGER DEMO AREA 2x4 STUDS @ 24" OC (TYPICAL) CONTINUOUS SEALANT BOTH SIDES OF SILL PLATE 2x4 TREATED WOOD SILL PLATE 0 z z w EL O z m X w 2'-0" SECURITY ENCLOSURE 3/4" = 1'-0" SAW -CUT EXISTING SLAB #3x8" DOWELS FULL DEPTH. DO NOT 24„ + AT 18" OC, EXTEND SAW CUT PAST MID -SLAB DEPTH AREA TO BE REMOVED. RAPID SET C a.a ° ' ° " ��a �— EXISTING CONCRETE MIX CONCRETE SLAB (BY GC) o P P P o 6' 1/2" t CONCRETE OVERLAY (BY PC) P P o 0 0 0 P P P P P 0 0 #3 REBAR AT 12" OC, P MID -SLAB DEPTH MAX ROLLED EPDXY AGGREGATE BASE _ PRIMER o o p o 0 0 0 o P o o�o 0 DOWELING TOP o o c CONDUIT AND SAND CUSHION BE A MAXIMUM CONDUIT OR PIPE c c ONLY APPLY WHEN INFILLING OF 6" FROM P o OVER TRENCH. DEPTH TO BE EDGE OF NEW 4" SAND CUSHION — =' DETERMINED PER FIELD CONCRETE CONDITIONS AND LOCAL CODES. PLAN INFiLL SECTION CONTRACTOR NOTES: 1. SAWCUT EDGES SHALL BE STRAIGHT AND EITHER PARALLEL EXISTING CONTROL/CONSTRUCTION JOINTS. SAWCUTS AT AN ANGLE TO THE EXISTING CONTROL JOINT PATTERN WILL NOT BE ALLOWED UNDER ANY CIRCUMSTANCES. 2. PRIOR TO CUTTING, INSTALL 36" WIDE ROSIN PAPER EACH SIDE OF PROPOSED EDGE CUTS IN ORDER TO REDUCE SCARRING OF SLAB THAT IS TO REMAIN. 3. NO OVERCUTTING SHALL BE ALLOWED AT EDGES OR CORNERS OF TRENCH AREA TO BE REMOVED. PORTIONS OF SLAB WHERE OVERCUTS OCCUR SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE, WITH NO EXTENSION OF THE CONSTRUCTION SCHEDULE. 4. PERFORM CUTTING OF EXISTING CONCRETE SLABS IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS USING SAWS AND/OR CORE DRILLS. ALL SLAB CUTTING SHALL BE PERFORMED AT NIGHT AFTER THE BUILDING HAS CLOSED FOR BUSINESS. JACK -HAMMERS OR EXPLOSIVES WILL NOT BE ALLOWED AT ANY TIME. 5. USE REMOVAL METHODS THAT WILL NOT CRACK, UNDERMINE, OR STRUCTURALLY DISTURB ADJACENT SLABS OR PARTITIONS. SLAB TRENCHING DETAIL 5 3/4" REMOVE STRIPING IN 8 --------------------------- VISION CENTER DEMOLITIO 1 2 3 4 5 6 RESTROOM DEMOLITION TO INCLUDE BUT IS NOT LIMITED TO: • REMOVAL OF ALL PARTITIONS • WALL FINISHES TO FACE OF STUDS INCLUDING BATT ^ INSULATION • FLOOR FINISHES TO BARE CONCRETE AREA OF TRENCHING II REF PLUMBING AND REF 5 - D1 -= REMOVE LOCKERS,TYP OF 36 RELOCATE CASES REMOVE GRAVITY RACKS, TYP OF 7 --, LAVATORIES ALL ACCESSORIES TEMPORARY REMOVAL OF WATER CLOSETS REF 3-D1 FOR URITY ENCLOSURE r,\,,l I\ I� --� E m ` REMOVE COOLER DOORS REMOVE WALL If %�—_'� 1 BR1 11:7-7E IT 11 C :11 EI J] 71 101 r(� RELOCATE EXISTING — EXISTING REFRIGERATION AREA OF TRENCHING PHOTOLAB EQUIPMENT PITS TO BE CAPPED IN PLACE REF PLUMBING AND 4 it AND ABANDONED, REF 7-D1 REF 5 - D1 i Ij - I I, I. IIIIh II ROOF DECK DO NOT USE DUST WALL TO SHORE ROOF D — JOISTS L, CONTINUE PLYWOOD TO DECK I' WALL TO BE REMOVED I 1/2" CD PLYWOOD 6'-0" LOAD BEARING 4'-0"X8'-0" 4'-0" ELSEWHERE HORIZONTAL PROVIDE 2x4 NAILER AT ALL JOINTS --� I DEMO AREA INSTALL CONTINUOUS LAYER 6 MIL POLY SHEETS TAPE ALL JOINTS 2x4 AT 24" OC SALES PAINT DUST WALLS TO MATCH ADJACENT IF DUST WALLS TO BE IN PLACE MORE THAN TWO WEEKS. COORDINATE WITH WALMART CONSTRUCTION MANAGER NOTES: 1. INSTALL TEMPORARY WALL IN SECTIONS APPROX 40'-0" PER DAY (COORDINATE WITH STORE MANAGER AND WALMART CONSTRUCTION MANAGER) 2. LOCATE VERTICAL 2x4'S AS NOT TO INTERFERE WITH CEILING GRID OR LIGHT FIXTURES 3. LOCATE HORIZONTAL 2x4 AT 2" ABOVE CEILING EXCEPT LIGHT FIXTURE LOCATIONS 4. SCREW PLYWOOD (MAX SPACING 12" OC) SEALANT UNDER f CONTINUOUS SEALANT BOTTOM PLATE AGAINST PLATE ANCHOR AT 24" OC COORDINATE W/SPECIFICATION SECTION 01500. DUST WALL SECTION DEMOLITION PLAN TENANT SPACE VISION CENTER SALES REMOVE MILLWORK AND WALL FIXTURES. GC TO COORDINATE RELOCATION OF VISION CENTER EQUIPMENT WITH WMCM. N PLAN 10 REMOVE STRIPING REMOVE STRIPING DEMOLITION LEGEND EXISTING TO REMAIN DEMOLISH/REMOVE/RELOCATE AREA TO BE DEMOLISHED TERMITE CONTROL: GC TO PROVIDE TERMITE CONTROL AT REMOVAL OF CONCRETE SLAB(S) OR TRENCHING PER FBC 2017 SECTION 18. REFER TO SPEC SECTION 023161 FOR MORE INFORMATION ON TERMITE CONTROL WARRANTY, MATERIALS, EXECUTION AND APPLICATION. SHEET NOTES 1. SALES FLOOR TO BE ACCESSIBLE TO CUSTOMERS DURING NON -CONSTRUCTION HOURS. PROVIDE TEMPORARY COVERS CAPABLE OF WITHSTANDING SHOPPING CART TRAFFIC AND OCCUPANTS FOR PITS AND TUNNELS, REMOVE CONSTRUCTION FENCING AND DUST WALLS INTERFERING WITH CUSTOMER CIRCULATION OR ACCESS.. 2. DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS SHOWN DASHED. REF DEMOLITION REQUIREMENT NOTE ON N1 SHEET. 3. REMOVE ALL DOORS SHOWN DASHED. REFER TO ENLARGED PLANS AND DOOR SCHEDULE FOR DOOR AND FRAME REPLACEMENT. 4. REMOVE CARPET AND GLUE FROM COLUMNS_ PATCH AND REPAIR COLUMNS TO SMOOTH SURFACE PRIOR TO PAINTING 5. COORDINATE REMOVAL AND DISPOSAL OF EXISTING REFRIGERATED CASES AND FIXTURES WITH MECHANICAL SERVICES CONSTRUCTION MANAGER 6. REMOVE EXISTING FITTING ROOMS EXISTING CONCRETE SLAB 4" CONCRETE SLAB 1/2" X 8" SMOOTH DOWELS AT 6" FROM EACH CORNER AND AT 16" OC MAX EACH SIDE. EMBED 4 1/2" MIN. INTO EXISTING CONCRETE WITH HILTI HIT-HY 150 MAX ADHESIVE RAPID SET CONCRETE MIX (BY GC) EXISTING TUNNEL PENETRATIONS (CONFIGURATION VARIES) FILL UNUSED TUNNEL OPENINGS WITH COPPER MESH AND EXPANDING FOAM TO 6" THICK MIN 777 4 INFILL EXISTING PIT P P P P P P P WITH AGGREGATE \ BASE e EXISTING P O � j P REFRIGERATION PIT 0 - d d 9 O O O O O O P O O O O O 9 - a Qe CONCRETE PIT COVER DETAIL 7 1" = V-0" RM SC: RD1 RM WMN: --- 11 12 13 14 15 I. WNR AN���V� II it 11 \1 ril 1 i' �7 REMOVE WALL REMOVE DOOR AND DOOR FRAME REMOVE CEILING AND CEILING GRID DUE TO ADDITION OF NEW -A6, MEP EEF 3 REMOVE ALL PVC FLOORING ON SALES FLOOR, EXISTING CONCRETE FLOORING TO BE EXPOSED. PREFERRED FLOORING CONTRACTOR TO POLISH CONCRETE FLOORS, TYP. MOVE EXISTING LINTER TOP — REMOVE EXISTING TIRE CHANGER FOR NEW �I EQUIPMENT TO BE INSTALLED I 1 -------- �I I REMOVEEXISTING SUSPENDED PERIMETER ! SIGN RAILING - - REMOVE COUNTERTOPS AT ALL- ---� CHECKOUTS / REMOVE FITTING REF SHEET SA1 FOR BID ALLOWANCE OF ROOMS AND DUST WALLS A5.4 APPAREL DESK II I\11 REMOVE --------- --� �° 1 I ENTRY TILE EMU --- -1 - ---- 77- 1_F==F1 �ill --- ------ ------------ — — 4\I ._ AREA OF -- a TRENCHING REF I v t � II AREA OF TRENCHING REF — — — — PLUMBING AND REF 5 - D' — ! PLUMBING AND - o - -- -- �=—-c----------�1 �l�I — - - - - � u � � REF 5 - D 1 I 1 — 1 o I j ------ MC1 Q1 ° GC TO SALVAGE GABLE PANELS AND LEXAN SIDE WALLS AT GLAZED REMOVE AREA OF REMOVE EXISTING RESTROOM DEMOLITION TO INCLUDE BUT IS NOT LIMITED TO: CANOPY TO REINSTALL AT REMAINING ENTRY TILE TRENCHING REF COUNTER TOPS REMOVAL OF ALL PARTITIONS GLAZED CANOPY REFER TO 1-GC1 4 PLUMBING AND WALL FINISHES TO FACE OF STUDS INCLUDING BATT INSULATION REF 5 - D1 FLOOR FINISHES TO BARE CONCRETE • LAVATORIES • ALL ACCESSORIES • TEMPORARY REMOVAL OF WATER CLOSETS REF 3-D1 FOR SECURITY ENCLOSURE REMOVE EXISTING TIRE BALANCER FOR NEW EQUIPMENT TO BE INSTALLED REMOVE STRIPING -0-~< LL°o � W fn w �}o x ZU w , u-x O w 2 x Z N Z Z or a�nw��Z113 aFgi'-TO w- �m t Tw wZo,w- Q-0 ryO��wwiO dw©- Q02 a. w� 0U}m<nwZ} Vo°U�o¢m IL O(o ONwoafDuWwWzwZ d �aZt u- 000Q00 =zo¢��ww�zwww fn t o0dEs wn.n_w0mm I.L m a m O V � © co co00 L� � N O _,� ��� 0 J Z 0 a Lu O ,Ar' N O ry Z co o Q W N 0 =m0 J A C� y V O W NcD w m z m O 31 ISSUE BLOCK 1 ADD1 01/27/21 2 ADD3 02/26/21 3 CCD1 03/29/21 4 CCD4 06/21/21 CHECKED BY: RD DRAWN BY: EB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 07/01 /21 DEMOLITION PLAN SHEET: D1 3/4" 1 " = 30'-0" f: a0 0 m � o M Q10 N O � O � M ! � V OWNER FURNISHED GC INSTALLED PRE= MANUFACTURED WALL SYSTEM OWNER FURNISHED GC INSTALLED PRE -MANUFACTURED CABINETS (TYP) I U I �— A 13'-0" I I -0" �r •.m.o.,,a,.o.� 9'-2" ❑ ❑ 18'-3" A FLOOR P P H OTO L B LOO AN L 1/4" = WORKROOM COAT HOOK MOUNTED AT 44" ABOVE FINISH FLOOR 30" x48" CLEAR FLOOR SPACE V-0" DIA. TURNAROUND ACCESSIBLE FITTING ROOM 36" DOOR, PROVIDING 32" CLEAR OPENING WIDTH "-24" 17-18"H BENCH FITTING ROOM PLAN 1 /4" = 1'-0" OJ O U J z J z w U w U Q Y p U Q w 0 = oQ U 2 O ANY SALES FLC COLUMN WHICI WITHIN 2'-0" OF PERIMETER WA PAINT STRUCTURAL MEMBERS WITHIN 2'-0" OF WALLS RECEIVING PAINT TO MATCH NEW WALL PAINT COLOR CD ti O w PREMANUFACURED WALL SCHEDULE A 4'-0" LONG WALL PANEL ASSEMBLY B 2'-0" LONG WALL PANEL ASSEMBLY C CORNER GUARD D V-0" LONG WALL PANEL ASSEMBLY RELOCATED DLCOLOR PHASER RELOCATED WIDE FORMAT PRINTER - (3) HORIZONTALLY ORIENTATED DIGITAL DISPLAYS AT 7'-6" AFF TO BOTTOM OF MONITOR. FURNISHED AND INSTALLED BY OWNER. REF 5-A9 FOR ATTACHMENT. LOCATE CENTERED ON ELECTRIC DESK. ELECTRONICS DESK PROVIDED BY OWNER. CONFIRM FINAL LOCATION WITH STORE SET UP MANAGER. NOTE: IF PRICE READERS, FIRE EXTINGUISHERS, PAPER TOWEL DISPENSERS, ETC ARE STRAPPED TO COLUMNS ON THE SALES FLOOR, REMOVE AND REINSTALL USING SCREWS. REF SHEET SA1 FOR BID ALLOWANCE. OR NON PERIMETER SALES FALLS FLOOR COLUMNS A LL COLUMN COLORS STANDARD FITTING ROOM STANDARD FITTING ROOM STANDARD FITTING ROOM 100 SALES WALLS • GYP BD: REF Al FOR PAINT. INSTALL PS7 WAINSCOT AND D135 BASE UNO. EXTEND WAINSCOT AND BASE AT EXPOSED WALL TO NEAREST MERCHANDISE RACK. REF 3- A3. • CMU: REF Al FOR PAINT. WHERE BASE IS EXISTING, IT IS ETR. FLOOR • VCT CONVERSION: REF FLOOR FINISH PLAN. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. 900 GR SALES WALLS • GYP BD: REF GA1 AND GA2 FOR PAINT. REF 3-A3 FLOOR • VCT CONVERSION: REF FLOOR FINISH PLAN. CEILING • REF SHEET SA1 FOR CEILING SCHEDULE. SHEET NOTES 1. ENSURE ALL EXISTING WALL STANDARDS AND HALF GONDOLAS TO REMAIN ARE SECURE TO WALL. 2. REF 10-A3 FOR INTERIOR BOLLARD PLACEMENT WHEN NEW BOLLARDS ARE SHOWN. 3. REFER TO RACK ANCHORAGE PLAN FOR STEEL RACK AND/OR GONDOLA SHELVING FIXTURE ANCHORING REQUIREMENTS. 4. REMOVE, RELOCATE AND/OR INSTALL PREFABRICATED CASH WRAP(S) FOR CHECKOUTS PER STORE PLANNING FIELD PROJECT MANAGER. CAULK BASE TO FLOOR WHEN LOCATION IS FINALIZED. REF SHEET SA1 FOR BID ALLOWANCE. 5. REF TO SPEC SECTION 01500 FOR DETAILS AND REQUIREMENTS FOR STORMWATER POLLUTION CONTROLS AND SITE STORAGE OF MATERIALS AND EQUIPMENT. DEVIATION(S) FROM DETAILS SHOWN MUST BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH SPEC SECTION 01330. 6. INSTALL NEW FITTING ROOMS. SPOT REPLACE OR REPAIR FLOOR AS REQUIRED. CAULK MIRRORS AND SEATS. ANCHOR UNIT TO FLOOR. REF 3-A1 FOR CLEARANCES. 7. RELOCATION AND SETUP OF GONDOLAS AND/OR RACKING AS INDICATED ON FXS SHEETS WILL BE PERFORMED BY OTHERS. ANCHORING OF UPRIGHTS TO BE PERFORMED BY GENERAL CONTRACTOR. 8. INSTALL ALUMINUM CORNER GUARDS AT ALL OUTSIDE CORNERS WITH PROTECTIVE SURFACING WAINSCOT UNO. LOCATIONS SHOWN IN PLAN AND ELEVATION ARE NOT INDICATIVE OF ALL LOCATIONS WHERE CORNER GUARDS ARE TO BE INSTALLED. 9. REPLACE DAMAGED OVERHEAD REFRIGERATION PIPE INSULATION. REF SHEET SA1 FOR BID ALLOWANCE. KEYNOTES 10.44 PROVIDE TACTILE "EXIT" SIGN. REF N1. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 4-A2 _-_---__ __----- _____ I I I � 1 1 i I Y—GA2 A6------------------------------ f 1--- 1—------------ -- — 10.44 — — — — — — — — — — 10.44 I Lit] 10.44 i ®®� tix x x IA O I X X X X — OO I 1 WALL FINISHB-----------------� —�O ` ��'O%% J AC1 REF GA2 I 3 — — 0 ( �°1 4 10.44 ° WALL FINISH I TC.I m°-------------- ---- I 9 -6r � ° I Al ^ l I ��� 4 10.44 - WALL FINISH - 10.44 I � I u O_ -- GR SALES I i � ��. o 0 o a o 0 I .i----t — ' — — — — — — — — — — — — — — — — — — f jr _ I-----}--- 6 - SP1 I i it i C I O_ 10.44 I / I I / 1 i 10.44 I . �7- i l I I II I I jl I I I I 1 BPF WALL FINISH I u] REF AC1 ° 1 10A4 WALL FINISH I �'_ P209 to D �`--------------J 10.44 i SALES PAINT VERTICALLY MOUNTED HVAC GRILLS TO MATCH ADJACENT WALL IL 11 i ----------------1— REMOVE EXISTING SUSPENDED PERIMETER SIGN o a I o a o o RAILING o I REMOVE DEPARTMENT SIGNAGE ATTACHED TO �p GROCERY BULKHEAD PATCH AND REPAIR BULKHEAD "< TO MATCH ADJACENT. 1,17 o THE FOLLOWING COUNTERS WITHIN SALES AREA o I 3 I� ARE TO RECEIVE STAINLESS STEEL COUNTER TOPS; SPORTING GOODS/ FIRE ARMS, PAINT DEPARTMENT, - I 48'-0" GARDEN CENTER CHECKOUTS, MAIN CHECKOUT, _I I FABRIC COUNTER, PHOTO LAB, AND ELECTRONICS. )� I 4 �(O I 2 II e o I o a o 0 WA �NIS WALL FINISH --------------- -------------- REF GA1 REF A5 ---- P o � I� T ——-—- —=!I "� 4 -------------------------------------- 0 --------- ----- u 1 i ----_- -------Fa -------------l I o jl a o I Q I I( — — — — — — — — — — —a 4 T4--b-----------------------------------"-4 —a------ � 10.44 10.44 10.44 1 A5 :1 - A2.3► 1 VG1 _ M 10.44 5 _ A2 2-A2 -- — — — — — — — — — — — — — — — — 0 I I I 0 o I I I WALL FINISH WALL FINISH I I REF A5 P209 I 10.44 1 2 ° [in110�0" 49'-4" VT-l" '-0" T-1" 4 � I I I I � I c� 501 B I �I O — — 31',0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DASHED LINES INDICATES WALMART HEALTH CLINIC BY OTHERS 1 GC1 4 N C U cn o o 1 aw CNl �� V =°'`$��� 4H aw 3 ,4 4 / w w •v c V� 0�6w0 w fn oj ncnQ �<n�=sn :D zU w w= O w 2= IY Z K H Z O❑ gzw 1oQ taLN��J�oUUZ� U- ¢wwx O4,ww ZNO3'ma zwwp ZUQoY�0ggafd'�>- �=O�owwJujowQ wO��wUwZZUO d F: ��r-ww W�a_IW TZO 4- �XzagCCw U) HOUo0Hnaawaam m a m 00 co © C J M 0 LL t� _I " p = N H (\� _ = o a a M N O L.i z o 04 Q W N 0 = om 0 J I-— WT_ NM ti w m z m O ISSUE BLOCK 1 ADD1 01/27/21 2 ADD3 02/26/21 3 CCD1 03/29/21 4 CCD4 06/21/21 CHECKED BY: RD DRAWN BY: EB/MB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 07/01 /21 FLOOR PLAN 1. = 30'-0" SHEET: Al R FLOOR FINISH RESPONSIBILITY MATRIX VCT CONVERSION/PVC CONVERSION REMODEL PROJECT: 0706 ZEPHYRHILLS, FL PROJECT SCOPE: PVC CONVERSION; VCT CONVERSION PREFERRED FLOORING CONTRACTOR: RMI CONTRACTOR RESPONSIBLE FOR WORK LISTED SCOPE OF WORK PREFERRED REMOVAL OF EXISTING AND INSTALLATION OF NEW: FLOORING GENERAL REFRIGERATION FLOORING CONTRACTOR CONTRACTOR CONTRACTOR NOTES PIECE REPLACEMENT IN BACK ROOM X TENANT SPACES/ THRESHOLD X VISION CENTER X APPAREL PAD - REMOVAL X APPAREL PAD - FLOOR STAIN X PHARMACY CARPET TILE X FLOOR FINISHES IN GROCERY PREP AREAS INCLUDING THRESHOLDS (NON PUBLIC) X RESTROOMS - CONCRETE OVERLAY X RESTROOMS - TILE X VESTIBULE - RUBBER FLOOR X 1 REMOVAL AND INSTALLATION OF REFRG. CASE KICK PLATE X FLOOR JOINT REPAIR (WHERE VCT IS REMOVED) X SLAB SURFACE ENHANCEMENT X SEASONAL X SEASONAL JOINT REPAIR X REMOVAL AND REPLACEMENT OF REFRIGERATED X CASE PROTECTION REMOVAL AND/OR REPLACEMENT OF THRESHOLDS AT AUTOMATIC SLIDING DOORS BY VENDOR. GC TO X SCHEDULE. FLOORING NOTES 11. THRESHOLD AT AUTOMATIC ENTRANCE SLIDER DOOR TO REPLACED BY VENDOR. DOOR AND FRAME AS SCHEDULED BEVELED EDGE I I ONLY WHEN I I ADJACENT I II I SURFACE IS I II UNFINISHED I f I L CO IC. I I SLAB 2" x 1/8" ALUMINUM TRANSITION STRIP. T-4 THRESHOLD IN I LIEU OF ALUMINUM I TRANSITION AT FULL I I HEIGHT TRAFFIC II DOORS LVT/PVC (OR VCT) FLOORING - PLACE EDGE OF TILE BELOW DOOR FLAT HEAD COUNTER -SUNK ANCHORS AT 12" OC TRANSITION STRIP AT LVT/PVC (OR VCT) FLOORING 12" = 1'-O" RM SC: A1.1 RM WMN: A1.1 � 11 FLOOR AS SCHEDULED, AT I VCT FLOORING BUTT AGAINST TRANSITION STRIP I--- CONC. SLAB ----------7— — a_ d_ DOOR AND FRAME AS SCHEDULED I 2" x 3/8" ALUMINUM TRANSITION STRIP I� RUBBER FLOORING ------ I PLACE EDGE BELOW DOOR TRANSITION STRIP AT RUBBER FLOORING 12" = 1'-O" RM SC: A1.1 RM WMN: A1.1 NOTES: 1. REFER TO PLUMBING PLANS FOR LOCATIONS OF ANY CLEANOUTS WHERE LEVELING REPAIR IS NEEDED. 2. MAKE REPAIR PRIOR TO REFINISHING CONCRETE. 1/2" DIA X 8" L SMOOTH DOWEL AT EACH QUADRANT. EMBED WITH HILTI HIT HY-150 REPOSITION CLEANOUT AND DRAIN BODY, AND ADJUST LEVEL WITH EXISTING FF ELEVATION EXISTING PIPING TO REMAIN, REF PLUMBING DRAWINGS FOR CONTINUATION — - ADHESIVE d FLAT HEAD off COUNTER -SUNK ANCHORS AT 12" OC CLEANOUT DIAMETER 6" 6" REF STRUCTURAL FOR NEW CONCRETE. POLISH TO MATCH ADJACENT FLOOR EXISTING CONCRETE PROVIDE VAPOR BARRIER IF EXISTING OR REQUIRED REMOVE, REPLACE, AND RECOMPACT SLAB BASE MATERIAL TO DEPTH REQUIRED FOR PIPE REPLACEMENT. CLEANOUT LEVELING DETAIL 8-- NOTE: UNLESS NOTED OTHERWISE THE PREFERRED FLOORING CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF EXISTING AND INSTALLATION OF NEW (INCLUDING ALL PIECE REPLACEMENTS IN BACK OF HOUSE, TENANT SPACES, ENTRY ETC.) RESILIENT FLOORING, PORCELAIN ENTRANCE TILE, PHARMACY CARPET TILE, CARPET ENTRY TILE, AND VESTIBULE AND RECYCLING CENTER PORCELAIN FLOOR TILE. FLOOR FINISHES IN GROCERY SERVICE AND PREP AREAS (NON-PUBLIC), AND RESTROOMS ARE TO BE INSTALLED BY THE GENERAL CONTRACTOR. HATCH PATTERN USED FOR IDENTIFICATION OF DIFFERENT MATERIALS ONLY. REFER TO SPECIFICATIONS FOR PROPER INSTALLATION METHOD VCT UNDER CASES THAT ARE EXISTING TO REMAIN WILL NOT BE REMOVED. REMOVE KICKPLATES AND REMOVE VCT PAST KICK PLATES AS FAR AS POSSIBLE. REINSTALL KICKPLATES AFTER VCT IS REMOVED. T T 3 4 5 6 7 FINISH FLOOR PLAN INSTALLATION OF NEW UNDER SLAB UTILITIES AND REPOUR OF TRENCHED CONCRETE TO BE COMPLETED PRIOR TO POLISHING OF THE SLAB IN AREAS WHERE VCT IS TO BE REMOVED AND CONCRETE FLOOR IS TO BE EXPOSED. T 9 LEGEND CERAMIC TILE REMOVE EXISTING FLOORING - �' POLISH EC - ,' / REF SPECS CONCRETE OVERLAY NOTE: REPLACE ALL JOINTS WHERE VCT IS REMOVED REMOVE AND REINSTALL BASE IN SPACES SCHEDULED FOR VCT CONVERSION IF THE SPACE IN NOT NOTED TO RECIEVE NEW BASE. 10 11 12 CARPET RUBBER FLOORING EXISTING FLOORING TO REMAND SHEET NOTES 1. REF A8 FOR SCHEDULE FINISH KEY AND GENERAL FINISH NOTES 2. SEAL BASE OF ALL COLUMNS ON LVT/PVC PLANK FLOORING W/ GRAY/BROWN SEALANT 3. SEAL BASE OF ALL COLUMNS ON VCT FLOORING W/ WHITE SEALANT 4. REMOVE AND REPLACE DAMAGED TRANSITION STRIPS TO MATCH EXISTING 5. REPAIR BOLT HOLES AND SPALLS RESULTING FROM MERCHANDISE FIXTURE AND OR STORAGE RACK RELOCATION OR REMOVAL. REF SPEC 03905. FILL ALL BOLT HOLES AND AND SPALLS RESULTING FROM FIXTURE AND OR STORAGE RACK RELOCATION OR REMOVAL IN NON CUSTOMER ACCESSIBLE AREAS WITH NON SHRINK GROUT. REF SHEET SA1 FOR BID ALLOWANCE OF BOLT HOLES /SPALLS TO REPAIR. 13 14 15 Of z Wuwi!owa w cn =oz, o-JLDw< 8m<-=mo ZU I- LL= Oaf=0¢p¢.-O Fa 00 0 ¢a F— W=OGN a W J W- 0 - m� WN�Q-d2Q~zQa dQ F-F mi~ W. O Z o Q 2 - ~O � W XW it�5zwOa O N' = WQ. X Ozco�oWy- zC�LL�oaoWwo woo 0 w WOO ww 7 T U w W Z W Z d 1- v)az�U-uiU ao( (n =zo¢��Wmmzmww �oOoo-xamwoam U) z Q D U) z m CL U) OD04 ©� M co O U_ LLJ = N O 0 = o a W 04 M (Ar' IV O 1..1.. Q W o N oo,,—m0 0 J I-- V W NM w m z m O ISSUE BLOCK 1 1 CCD4 06/21 /21 CHECKED BY: RD DRAWN BY: LR PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 07/01 /21 FLOOR FINISH PLAN SHEET: A1.1 3/4" = V-0" RM SC: A1.3 RM WMN: --- --1 GARDEN CENT SHOWN WITH FOR CLARITY CABINET DURANODIC PE PAINT EXISTING SIGN SUPPORT DURANODIC BRONZE REF TABLE FOR CUSTOM COLOR BY SIGN CONTRACTOR EXISTING PYLON SIGN SUPPORT SIGN CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL PERMITS ARE SUBMITTED AND PULLED ONCE APPROVED PYLON SIGN 3/16" = V-0" LEFT ELEVATION YELLOW SPARK, COLOR PMS 1235C WHITE LETTERS FLEX FACE, COLOR TO MATCH P76U BLUE REPLACE FACE ON EXISTING SIGN CABINET BY SIGN CONTRACTOR SHERWIN-WILLIAMS CUSTOM BRONZE/ ORDER NUMBER 7248-0044642 -BRONZE MATCH -CUSTOM MANUAL MATCH BAC COLORANT: OZ 32 64 128 W1 WHITE - 43 - 1 B1 BLACK 6 4 1 1 R2 MAROON - 19 - 1 Y3 DEEP GOLD - 48 1 1 G2 NEW GREEN - 18 - - ONE GALLON #B54T00104 UI TRADECP #796999993 VESTIBULE RIGHT ELEVATION 'P VESTIBULE LEFT ELEVATION 1 " = 10'-0" COLOR LEGEND P# COLOR NAME P49E DARK GRAY P76U WALMART BLUE (URETHANE -LIKE) P134E LIGHT GRAY P135E MEDIUM GRAY P162E BLACK GRAY P36E BLACK P5E SAFETY YELLOW P21 E SAFETY RED P33E I CREAM DEMOLITION NOTES 1. REMOVE EXTERIOR TENANT SIGNS. COORDINATE REMOVAL WITH WALMART CM AND TENANT PRIOR TO BEGINNING WORK. DELIVER REMOVED TENANT SIGNS TO TENANT. 2. NOT USED. 3. REMOVAL OF BUILDING MOUNTED ITEMS, SHOWN OR NOTED TO BE DEMOLISHED OR AS REQUIRED BY SCOPE OF WORK, SHALL OCCUR PRIOR TO PAINTING BUILDING. COORDINATE DEMOLITION WORK SO EXTERIOR PAINTING WILL OCCUR PRIOR TO INSTALLATION OF BUILDING MOUNTED ITEMS. E PORTION APET CAP (PARAPET 3N A2.1 E NLARGED ELEVATION 1 /8" = 1'-0" TYP 14 NEW SIGN 15 P134E REF 6 - A2.1 P134E 28 -7 �6'- AUTO CENTER FRONT ELEVATION 1 " = 20'-0" - \ 11, = 20'-0" 4\ ILr-x11 L L L V r-x I I V I -4 % 1 ° = 20'-0" F, R 2 A DO NOT PAINT GLAZED B C D E F G H J CANOPY STRUCTURES CAP CAP r_r' Tn oornnn= r_oev DI ecrlr' K1(3H I LLEVA I IUN 3 1 " = 20'-0" 4 CAP P134E P76U P76� l�] 7 EQ EQ EQ CAP P76U P49E P134E RESURFACE AREA AFFECTED BY NEW SIGNAGE (TYP) REF 17 - A2.1 8 9 10 EQ CAP CAP P134E P76U P134E P16 E w 34E P49E GARDEN CENTER FENCING SHOWN WITH DASHED LINE FOR CLARITY SHEET NOTES 2 1. 2. PATCH AND REPAIR EXTERIOR WALL SURFACES, DAMAGED OR EXPOSED DUE TO REMOVAL OF BUILDING MOUNTED ITEMS, TO MATCH ADJACENT AS REQUIRED. 3. REMOVE SEALANT AND BACKER MATERIAL FROM ALL 2 U L I a���T L J IS AND EXPANSION JOINTS ON A II T T . FILL AND SEAL JOINTS, REF SPEC 07900. 4. REFER TO DETAILS ON SHEET A2.1 FOR SUBSTRATE AND FINISH REQUIREMENTS AT LOCATIONS OF BUILDING MOUNTED SIGNS. 5. RESURFACE EXISTING EIFS WHERE SHOWN (HATCHED AREA). 6. NOT USED. 7. PAINT EXTERIOR OF BUILDING AS SHOWN. PRIOR TO PAINTING WALL AT LOCATION(S) OF LIT ID/LOGO SIGN(S), 8. IF PAINTING ADJACENT WALLS PAINT HOLLOW METAL STEEL DOORS, FRAMES, AND DOWNSPOUTS, EXPOSED METAL FLASHING, HANDRAILS, AND EXPOSED MISCELLANEOUS STEEL TO MATCH ADJACENT BUILDIN r COLOR UNO. 9. PAINT ANY NEW ROOFTOP GAS PIPING P5E . GAS PIPE ALONG SIDE WALL TO GRADE SHOULD MATCH ADJACENT BUILDING. DO NOT PAINT METER OR VALVE 10 IF PAINTING ADJACENT WALLS, I O STCING TO MATCH ADJACENT WALL. 11. WHERE CANOPIES ARE VISIBLE TO AND ACCESSED BY CUSTOMERS, PAINT UNDERSIDE OF CANOPY DECK P33E DO NOT PAINT CANOPY DECK IF NOT PREVIOUSLY PAINTED 12. PAINT JIB CRANE -FP-ME-ON JIB BOOM, P5E ON HANDRAILS. 13. PAINT SPRINKLER VALVES P21 E . DO NOT PAINT OVER SIGHT GLASS OR FIRE ALARM BELL. 14. PAINT ALL EXTERIOR BOLLARDS TO MATCH EXISTING COLOR UNLESS NOTED TO RECEIVE PLASTIC BOLLARD SLEEVE. 15. NOT USED. 16. DO NOT PAINT LED WALL PACK HOUSINGS 17. PAINT GARDEN CENTER STEEL DOORS AND FRAMES P81 18. NOT USED. 19. DO NOT PAINT QUIK BRIK, STONE VENEER, FACE BRICK, UNPAINTED TILT -WALL OR PRECAST PANELS. 20. NOT USED. KEYNOTES 7.04 METAL FASCIA COVER 7.06 WATER DRAINAGE EXTERIOR INSULATION AND FINISH SYSTEM E GRAY PLASTIC -_H PAINT AT ALL VCES 15 14 CAP SEASONAL SHOP REAR 1. = 20'-0" 11 12 13 ',AP 2T - 0" 134E 2' 0" NEW SIGN REF 5 - A2.1 E5E P134E 29'-8" 56'-6" ELEVATION 14 15 :AP 134E UNDER SEPARATE PERMIT AND CONTRACT CAP 134E DO NOT PAINT GLAZED P76U CANOPY STRUCTURES 25' - 8" 23'-0" 1 P76U L__ GARDEN CENTER FENCING SHOWN WITH DASHED LINE FOR CLARITY a� cl) o jc'='< r-2-x W'o 'ZUF't Wof LL wmw'r i~=Z O~�QOQ U f-Q LL w= S Z F Z 0 ¢a~woZOw=O¢nwi 0 of 3:-wW05oo¢ O w 44Qc--w2a=w w � � z � � o m m ~ at2w'wLwxwz0-wao O Q 0-'Z22���wwKNpN Z-�oaLLOC1U��ZY ��o roves}cn�co< - w W O W U Z Z U z a o¢ZFLLww'3ao 9 0 U) =zo<�:;gwwwz�ww 0000F 00.m F Ird LLw m z Q J D U) z O U m a m 0 0 `-cq 't rn M 4 OJ J 00 LLC r -� �J� O _ N O w J = d O O L O m N O li 0 Z o N W =m0 J I__ W0 NM W m z m O ISSUE BLOCK 1 JADD1 01/27/21 2 ADD3 02/26/21 3 JCCD4 06/21/21 CHECKED BY: RD DRAWN BY: JL/ML PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 EXTERIOR ELEVATIONS SHEET: A2 _j FOR TERMINATION BAR AT BACK OF PARAPET, RIREF - - --- CONTINUOUS TOOLED SEALANT BETWEEN PARAPET COPING AT JOINT METAL FASCIA COVER Irk' ,,��RAPET STEP L V J NITS STEEL CLIP) REF STRUC METAL STUD REF STRUC 1 1/2" WATEF EIFS ON 5/8" PLYWOOD SI L OdL 100,4, FF EL WALL SE CTION SIGNAGE FOR REFERENCE ONLY SIGNAGE WILL BE SUBMITTED UNDER SEPARATE PERMIT SUB FLASHING = BENEATH CAP FLASHING, FULLY ADHERED EIFS 3/4" BACKER ROD AND CONTINUOUS SEALANT MOUNTING HOLE PATTERNS FOR NON -ILLUMINATED SIGN INSTALLATION PROVIDED BY WALMART PLASTIC MOUNT FOR ALL - THREAD STUD TYP BY WALMART INSTALL 1/8" DIA ALL -THREAD STUDS INTO PLASTIC MOUNTS PRIOR TO SIGN INSTALLATION TYP 3/8" DIA HOLE FILLED WITH ADHESIVE SEALANT. COAT ALL -THREAD STUD WITH W w ADHESIVE SEALANT PRIOR TO WALL ATTACHMENT TYP PLASTIC NON -ILLUMINATED CHANNEL LETTER /ERLAP NEW MBRANE OVER JSTING 6" MIN RIND SPLIT FACE CMU MOOTH FOR CLIP NGLE ATTACHMENTS XISTING 8" CMU "ADHESIVE SEALANT" IS TO BE PRODUCT LN-950 BY LIQUID NAILS OR SIMILAR POLYURETHANE CONSTRUCTION ADHESIVE, MEETING ASTM D3498 AND C557 STANDARDS, EXTERIOR APPLICATION, WEATHER RESISTANT, LOW VOC, WITH A MINIMUM SHEAR STRENGTH OF 250 PSI EXISTING SIGNAGE SCHEDULE (FOR REFERENCE ONLY) SIGNAGE LOCATION QTY LIGHTED COLOR SIZE INDIVIDUAL AREA TOTAL AREA FRONT SIGNAGE WALMART'` 1 LED WHITENELLOW 5'-6"/ 8'-0" 298.00 SF 298.00 SF HOME & PHARMACY 1 NO WHITE 2'-0" 61.85 SF 61.85 SF MARKET 1 NO WHITE 2'4" 17.97 SF 17.97 SF OUTDOOR LIVING 1 NO WHITE 2'4" 49.47 SF 49.47 SF PICKUP 1 LED YELLOW/WHITE 2'-6" 66.76 SF 66.76 SF TOTAL FRONT SIGNAGE 5 547.50 SF AUTO CENTER SIGNAGE AUTO CENTER 1 NO WHITE V-6" 17.75 SF 17.75 SF TIRE 2 NO WHITE 1'-0" 2.38 SF 4.76 SF LUBE 1 NO WHITE 1'-0" 3.13 SF 3.13 SF TOTAL AUTO CENTER SIGNAGE 4 25.64 SF TOTAL BUILDING SIGNAGE 573.14 SF EXISTING CMU SIGN ATTACHMENT AT CMU WALL 19 1 1/2" = V-0" NOT USED 13 1 1/2" = V-0" x �19 A2.1 CD -1 Aq 44.12 SF 2TYP 2'-6" AUTOMOTIVE NUMERALS 1/4" 10'-5 1/2" 15.70 SF 1'-6" AUTOMOTIVE 8'-5 1/2" - - - io # O 12.71 SF 1'-6" AUTOMOTIVE 5 1/4" = 1'-0" 10'-3" CONTINUOUS NON -CURING SEALANT METAL FASCIA COVERIN -0" LENGTHS 12' CONTINUOUS 2x TREATED NAILER CONTINUOUS GALVANIZED FORM RAIL x < 2 N Z N r ~ N EXTEND MEMBRANE BELOW BLOCKING AND SECURE 1-1/2" WATER DRAINAGE EIFS ON 5/8" EXTERIOR PLYWOOD SHEATHING NEW SIGNAGE SCHEDULE SIGNAGE GENERAL NOTES (FOR REFERENCE ONLY) 1\ INDIVIDUAL 1. SIGNAGE FURNISHED BY WAL-MART AND INSTALLED BY GC. SIGNAGE LOCATION QTY TYPE LIGHTED COLOR SIZE AREA TOTAL AREA 2. ALL EXISTING WALMART EXTERIOR SIGNAGE IS TO REMAIN IN PLACE ON THE BUILDING UNTIL THE EXTERIOR SIGN COMPANY IS ONSITE. THE EXTERIOR SIGN FRONT SIGNAGE COMPANY WILL REMOVE EXISTING SIGNAGE. GENERAL CONTRACTOR WILL THEN WALMART* 1 NEW LED WHITE/YELLOW 10'-3"/2' 6' 174.44 SF 174.44 SF PERFORM THE PATCH AND REPAIR WORK NEEDED AT SIGN LOCATIONS, AND PAINTING WORK NOTED IN PLANS. ONCE COMPLETE, GENERAL CONTRACTOR WILL < P CKU 1 NE D WH T -6' 4 - 8 F F NOTIFY THE EXTERIOR SIGN CONTRACTOR THAT AREAS NOTED TO RECEIVE & PHA ACY 1 NEW NO WHITE 2'4" 2 4 SF 0- SF SIGANGE ARE READY. THE EXTERIOR SIGN COMPANY WILL THEN INSTALL NEW GROCERY 1 NEW NO WHITE 2'4" 26.27 SF 26.27 F SIGNAGE AS SHOWN ON THE PLANS. OUTDOOR 1 NEW NO WHITE 2-4- 20 SF 1 20.50 SF A. A TEMPORARY BANNER WILL BE INSTALLED PRIOR TO REMOVAL OF EXISTING SF EXTERIOR SIGNAGE. BANNER WILL REMAIN IN PLACE UNTIL ALL MODIFICATIONS AUTOMOTIVE > 1 NEWNO WHITE 1'-6" 1 .71 SF 1 .71 AND/OR REPAIRS HAVE BEEN COMPLETED AND NEW SIGNAGE IS INSTALLED. WINE & SPIRITS 1 NEW LED WHITE V-6" 25.77 SF 25.77 SF B. TEMPORARY BANNER WILL BE APPROXIMATELY 125 SF (5'X25'). HEALTH 1 NEW LED YELLOW/WHITE - 29.65 SF 29.65 SF C. EXTERIOR SIGN WORK NEEDS TO BE SCHEDULED, COORDINATED, AND COMPLETED DURING WEEK 6 OF THE CONSTRUCTION SCHEDULE. MULTI SERVICES 1 NEW NO GREY 6'-7"x4'-8" 30.72 F 3. GENERAL CONTRACTOR RESPONSIBILITIES TOTAL FRONT SIGNAGE 9 1'r,421.68 S A. BY END OF FIRST WEEK OF CONSTRUCTION, REVIEW EXISTING CONSTRUCTION 3 % WHERE SIGN(S) WILL BE INSTALLED. IF EXISTING CONDITIONS DO NOT MATCH AUTOMOTIVE SIGNAGE SIGN ATTACHMENT DETAILS SHOWN, REQUEST APPROVAL FROM CONSTRUCTION AUTOMOTIVE 1 NO WHITE 1'-6" 15.70 SF 15.70 SF MANAGER TO SUBMIT RFI IN ACCORDANCE WITH SECTION 01255. NOTE NUMERALS 1, 2, 3, 4 4 NEW NO WHITE 2'-6" 4.12 SF 16.48 SF DIFFERENCES IN CONSTRUCTION, INCLUDING DIMENSIONS, AND INCLUDE -OTAL AUTO CENTER SIGNAGE 5 32.18 SF'PHOTOGRAPHS FOR CLARIFICATION. B. PROVIDE SUBSTRATE SUITABLE FOR INSTALLATION OF SIGNAGE. REFER TO DETAILS ON SHEET A2.1. FOR LIGHTED ID/LOGO SIGNS. OTAL BUILDING SIGNAGE 453.86 SF C. PROVIDE JUNCTION BOXES AND CIRCUITRY TO NEW "Walmart" and "spark" SIGNAGE. EXISTING (8) BOXES FROM "WAL«MART" SIGNAGE MAY BE REUSED. 3 - D. PROVIDE JUNCTION BOXES AND CIRCUITRY TO TENANT SIGNAGE LOCATION SHOWN. REFER TO ELECTRICAL. E. INSTALL ACCESS DOORS AND FRAMES IN GYPSUM BOARD CEILINGS IF REQUIRED BY RELOCATION OF EXISTING TENANT SIGNAGE. FASTENER THROUGH 9/32"x3/8" SLOT F. VERIFY VOLTAGE AT CIRCUITS FEEDING LIGHTED SIGNAGE. REFER TO @ 12" OC MIN RECOMMENDED FASTENER ELECTRICAL #12x1-1/2" HOT DIPPED GALV SCREWS G. MAKE FINAL TERMINATIONS ON LIGHTED SIGNAGE W/ RUBBER SEAL WASHER H. REMOVE ALL LIT ID/LOGO SIGNS AND UNLIT EXTERIOR STUD MOUNTED BUILDING 5/8" EXTERIOR SIGNS. UNLESS NOTED OTHERWISE. GYP SHEATHING I. MAKE REQUIRED EXTERIOR WALL PENETRATIONS, INSTALL CONDUIT, AND SEAL PENETRATIONS PER SPECIFICATIONS SECTION 07900. SLOPE 1/4" PER V-0" EXTEND MEMBRANE BELOW J. INSTALL SIGNAGE PER DETAIL 5. NAILER AND SECURE CHAMFER EDGE 1/8" - - WATERPROOFING MEMBRANE FULLY ADHERED METAL STUDS, REF STRUC ;- 5 C. 1 LA' V Q PARAPET CAP FLASHING 1 1 V i 3" = V-0" g oCD f®------- N®®HealK: - - - - - - - - lk INTERNALLY ILLUMINATED 29.65 SF 2'-0" HEALTH SIG NAG 1/4" = 1'-01, 9'-8 3/8" v e . f ti r a�Tco ------- 2627 SF 2'-0" GROCERY PRIOR TO PERFORMING THIS WORK, VERIFY EXISTING SUBSTRATE MATERIAL. IF EXISTING SUBSTRATE IS CMU OR PLYWOOD (5/8" OR THICKER), SUBSTRATE REPLACEMENT IS NOT REQ'D MOUNTING HOLE PATTERNS FOR NON -ILLUMINATED SIGN INSTALLATION PLASTIC MOUNT FOR ALL -THREAD STUD, TYP INSTALL 1/8" DIA ALL -THREAD STUDS INTO PLASTIC MOUNTS, TYP 1/4" SPACER BETWEEN FACE OF BUILDING FINISH AND CHANNEL LETTER 3/8" DIA HOLE FILLED WITH ADHESIVE SEALANT, TYP PLASTIC NON -ILLUMINATED CHANNEL LETTER "ADHESIVE SEALANT" IS TO BE PRODUCT LN-950 BY LIQUID NAILS OR SIMILAR POLYURETHANE CONSTRUCTION ADHESIVE, MEETING ASTM D3498 AND C557 STANDARDS, EXTERIOR APPLICATION, WEATHER RESISTANT, LOW VOC, WITH A MINIMUM SHEAR STRENGTH OF 250 PSI U) w 18" EXTERIOR YP SHEATHING REFER TO SIGNAGE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS SIGN ATTACHMENT AT EIFS AND METAL STUD WALL 1 1/2" = V-0" 4'-8" 0 d } 30.72 SF WATERPROOF FULLY ADHERED MEMBRANE 5/8" EXTERIOR GYP SHEATHING TERMINATION BAR CONTINUOUS SEALANT WATERPROOFING MEMBRANE WRAP AROUND CORNER BEHIND EIFS 5/8" EXTERIOR PLYWOOD SHEATHING METAL STUDS WATER DRAINAGE EIFS METAL STUD 11 1 1/2" = V-0" EXISTING FRAMING E WALL MOUNTED MULTI -SERVICE SIGN 22'-5 1/8" r N CDx� N 00 -Ph N Home - - - - - - - - - - - - - - ar 2'-0" HOME &PHARMACY 3 1/4" REMOVE EXISTING EIFS 6" PAST AREA OF SHEATHING REMOVAL EXISTING METAL PLYWOOD LENGTH PER SIGN SIZE STUDS (BEYOND) 6" (TO NEXT AVAILABLE STUD) 6" REMOVE EXISTING - SHEATHING IN SIGN MOUNTING AREA (TO 49, NEXT AVAILABLE STUD) AND REPLACE WITH ~ w 5/8" EXTERIOR GRADE FIRE -TREATED PLYWOOD = z U) INSTALL NEW EIFS WHERE _ 0j a EXISTING EIFS WAS a REMOVED - ENSURE FINISH COAT IS FLUSH WITH - ADJACENT RESURFACED EXISTING EIFS RESURFACE EXISTING EIFS TO EXTENTS SHOWN ON BUILDING ELEVATIONS TO ENSURE CONSISTENT �12 FINISH TEXTURE, REF EIFS SPECIFICATION A2.1 SUBSTRATE AT NEW SIGNAGE 3/8" = V-0" EXISTING CMU WALL 3/4" BACKER ROD AND METAL STUDS WITH CONTINUOUS CLIP ANGLE, REF SEALANT STRUC 1 1/2" WATER DRAINAGE EIFS ON 5/8" EXTERIOR PLYWOOD SHEATHING UNO PARAPET CORNER DETAIL L 12'-8" 1 1/2" WATE F DRAINAGE E 5/8" EXTERIC PLYWOOD SHEATHING METAL STUD REF STRUC 3/4" BACKER CONTINUOU: EIFS DETAIL 1 V f 3" = V-011 1 I V,_F ine rits - -5 - - 25.77 SQ. FT. INTERNALLY ILUMINATED 1'-6" WINE SPIRITS SIGNAGE WITH SPARK 1/4" = 1'-01, 10'-3" N I-U -door 20.50 SF 2'-0" OUTDOOR 2 1/4" = 1'-0" ^c r ��� 1 CO �f a,. o WX I � INTERNALLY ILLUMINATED 174.44 SF 13'-0" 10'-3" WAL MART S I G N J 1/4" = V-0" I Q� �LLwo- LLD } w -"WJ¢ , w°a O- m o Ow Z U LL = w=2��OZ�Fw-ZOO as~wOZOwxOwi C n dw��w-w �UFzWN �¢ O aF Jg�� ¢ n�QjOOW lF Z _ ¢WiOaw nW���W¢� O C�UZm�~x zLL�oaoO��viLL n¢ ueWO��wUXwZUZ )<z wwaooao0 Cn =:?61< ��zxxw o U o o a a w o LL m z J U) z O U m a m 0 O L rn COLO ©J "' M 00 LLL J O _ N J�� ° G J = ~O V a O Cj M NO 0 Z o N W 0 =Ir m0 J � 0- VV � W(D N co ti w m z m O ISSUE BLOCK 1 ADD1 01/27/21 2 ADD3 02/26/21 3 CCD4 1 06/21 /21 CHECKED BY: RD DRAWN BY: ML PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 EXTERIOR DETAILS AND SIGNAGE SHEET: A2.1 1 1/2" WATER DRAINAGE EIFS ON 5/8" EXTERIOR PLYWOOD SHEATHING METAL STUD FRAMING SIGN CAN WITH .080 ALUMINUM BACKING FULL BED OF MULTI -COMPONENT SEALANT AT PERIMETER OF CONDUIT THROUGH WALL PROTECTION TUBE FURNISHED INSTALL PER MFR RECOMMENDATIONS DRILL HOLE AND FEED WHIP THROUGH PARAPET j NOTE: LOCATE ALL -THREADS PER SIGN ATTACHMENT TEMPLATE PROVIDED FULL BED OF MULTI -COMPONENT SEALANT AT PERIMETER OF SPACER 1" O.D. NEOPRENE / SS BONDED WASHER AND NUT IN BED OF CONTINUOUS MULTI -COMPONENT SEALANT PVC SPACER TO PREVENT COMPRESSION OF WALL PANEL, 3/4" OUTER DIAMETER AND 5/8" INSIDE DIAMETER FULL BED OF MULTI -COMPONENT SEALANT AT PERIMETER OF CONDUIT THROUGH WALL PROTECTION TUBE INSTALL PER MFR REF BLDG EL BO SIGNAGE PILL CABINET WITH .080 ALUMINUM BACKING 1/2" ALL -THREAD CUT TO WITHIN 1/4" OF NUT AND GRIND END SMOOTH, TYP SEALANT AT PERIMETER AND ANCHORS OF REMOTE POWER SUPPLY ENCLOSURE REMOTE POWER SUPPLY ENCLOSURE FURNISHED AND INSTALLED BY GC SEALANT AT PERIMETER AND ANCHORS OF REMOTE POWER SUPPLY ENCLOSURE MEMBRANE PATCH OVER FASTENER CONNECTION (2) LAYERS OF MEMBRANE z UNDER NUT AND WASHER LOW VOLTAGE WIRE 2 3/4" LIQUID TIGHT FLEXIBLE METAL CONDUIT REF 4 / A2.2 FOR ROOF PENETRATION DETAIL SIGNAGE CONDUIT FLASHING AT LOW VOLTAGE WIRE PENETRATIONS. SEALANT AT LOW VOLTAGE WIRE PENETRATIONS EXISTING ROOFING SYSTEM EXISTING CMU NOTE: PIPE FLASHING IS REQUIRED FOR INSTALLATION ABOVE ROOF ONLY. REF ELECTRICAL FOR JUNCTION BOX AND CONDUIT INSTALLATION REQUIREMENTS NOTE: LOCATE ALL -THREADS PER SIGN AT T NTT P 2 - LOW VOLTAGE WIRE - THROUGH WALL PROTECTION TUBE REMOTE POWER SUPPLY ENCLOSURE FURNISHED AND INSTALLED BY GC TO JUNCTION BOX REF ELECTRICAL w a 9 Q a w O a O w = U �Da w U- O U) z U- z O D O O 0� w o w O 0 co ry Q w ;�- w O w a. Z-) '"" iERE APPROVED BY LOCAL RISDICTION WRAP PIPE WITH :MBRANE %INLESS STEEL DRAW BAND ACE CONTINUOUS ALANT UNDER PIPE 4SHING 1LDED PIPE FLASHING AT WELD OR ADHESIVE TACH TO ROOF GLASS FIBER INSULATION ROOF PENETRATION 1 " = 1'-0" NOTE TO SIGN INSTALLER: ALL PRIMARY MOUNTING HOLES MUST BE UTILIZED. IF MOUNTING THROUGH PRIMARY HOLE IS OBSTRUCTED BY REBAR, METAL STUDS, CHANNELS, OR OTHER MISC METAL, SEAL PRIMARY HOLE IN SIGN CAN AND MOUNT THROUGH THE NEAREST ALTERNATE MOUNTING HOLE. PRIMARY HOLES ARE INDICATED WITH PREDRILLED HOLES. A2.2 12'-2 1/2" A2.2 NOTE: ALL SIGN PENETRATIONS ABOVE ROOF LEVEL MUST BE A CLEAR MINIMUM OF 8" ABOVE DECK THROUGH WALL PROTECTION TUBE FURNISHED BY WALMART INSTALLED BY GC PER MFR RECOMMENDATIONS FULL BED OF MULTI - COMPONENT SEALANT AT PERIMETER OF CONDUIT INSTALL LETTER BACK PRIOR TO INSTALLATION HILTI HPS 1/4" X 1 5/8" SLEEVE ANCHOR PROVIDED BY WALMART AT EACH SIGN CONNECTION POINT INSTALLED BY GC INDIVIDUAL PLASTIC ILLUMINATED CHANNEL LETTERS INSTALL LETTER FACES W/ SET SCREWS, TYP LOCATE ANCHORS AND WIRING/CONDUIT PENETRATIONS PER SIGN ATTACHMENT TEMPLATE PROVIDED BY WALMART we SIGNAGE ATTACHMENT SEALANT ALL AROUND LOW VOLTAGE WIRE REMOTE POWER SUPPLY ENCLOSURE ELECTRICAL TO JUNCTION BOX THROUGH WALL PROTECTION TUBE FURNISHED BY WALMART INSTALLED BY GC PER MFR RECOMMENDATIONS FULL BED OF MULTI - COMPONENT SEALANT AT PERIMETER OF CONDUIT INSTALL LETTER BACK PRIOR TO INSTALLATION HILTI HPS 1/4" X 1 5/8" SLEEVE ANCHOR PROVIDED BY WALMART AT EACH SIGN CONNECTION POINT INSTALLED BY GC INDIVIDUAL PLASTIC ILLUMINATED CHANNEL LETTERS INSTALL LETTER FACES W/ SET SCREWS, TYP - SIGNAGE ATTAC EXISTING WATERPROOFING MEMBRANE REMOTE POWER SUPPLY ENCLOSURE SEALANT AT PERIMETER AND ANCHORS OF REMOTE POWER SUPPLY ENCLOSURE SIGNAGE CONDUIT FLASHING AT LOW VOLTAGE WIRE PENETRATIONS FURNISHED BY WALMART INSTALLED BY GC PER MFR RECOMMENDATIONS 3/4" LIQUID TIGHT FLEXIBLE METAL CONDUIT CONDUIT TO PANEL BOARD REF ELECTRICAL LOW VOLTAGE WIRE PENETRATIONS AND SEALANT AT LOW VOLTAGE WIRE CONT SEALANT PRE MOLDED PIPE FLASHING ATTACHED PER ROOFING MFR RECOMMENDATIONS EXISTING ROOFING SYSTEM LOCATE CONDUIT PENETRATION LOCATE ANCHORS AND 4'-0" MAX FROM UNISTRUT. WIRING/CONDUIT PENETRATIONS PROVIDE ONLY ONE ROOF PER SIGN ATTACHMENT TEMPLATE PENETRATION FOR ALL WHIPS. PROVIDED BY WALMART HMENT a � U M 00 Is sW 'o j p *"� v 50 � p N3W. K S y N b c ` W v ice.+ V� coLLI w w L-L' 0� LLD Y ¢ ¢ = O Zmz w fn w OJcnv>Q rmUx�O Ow Fw w w==��OZffitL00 ni�w wof1, < O LL irr�¢rnaax¢�omw a¢v��HnOvwi~= O UJC) Zawoo Q UU¢co� 689w0�Z> CVO'Qt-OUw}m0u�w aaw.��wU�ZZoU O <0 oF- - ww W0- =z¢���zg�wow FOUoo�aawam U) H z Q f- D U) z O U m 0- U) O T M O M O O LL LL IL=J Cn -i N o _ O 20 a a- O M //fir/ N O o N W �m0 J ( W� NM C � w m z m O ISSUE BLOCK 1 ADD 1 01/27/21 2 ADD3 02/26/21 3 CCD4 06/21 /21 CHECKED BY: RD DRAWN BY: MH PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 05/11 /21 EXTERIOR DETAILS AND SIGNAGE SIGNAGE ATTACHMENT NOT USED - - - - 1 --1 C 11 -- T SHEET WAS ADDED TO THE DOCUMENT SHEET: A2.2 7$" 7'-4" M.O .-- WELD EXISTING DOC CLOSED AT EXTERIC FACE OF DOOR WITt 2" LONG 1/8" STITCH WELDS AT 8" O.C. PER PLAN E O I EXISTING CMU WAIA U� 7I CONTINUOUS SEALANT PLAN BATT INSULATION CONTINUOUS BACKER EXISTING HOLLOW METAL ROD AND SEALANT DOOR WELDED SECURELY BETWEEN DOOR AND TO HOLLOW METAL FRAME FRAME, ENTIRE PERIMETER INFILL DETAIL AT CMU WALL EXISTING 8" CMU EXTERIOR SALES WALL TOP TRACK 1-5/8" X 25 GA METAL AT 24" OC 1/2" = 1'-O" F• SECTION AT D 3/8" GYPSUM BOARD FLUSH WITH EXISTING SALES FLOOR WALL. PAINT TO MATCH ADJACENT WALLS 1 LAYER OF 1/2" PLYWOOD SHEATHING BATT INSULATION BOTTOM TRACK SET IN CONTINUOUS SEALANT BED SECTION MODIFY EXISTING CEILING GRID AND TILE AS REQUIRED FOR INSTALLATION OF NEW WALL 2'-0" AFF BOTTOM OF LINTEL RETURN WALL MATERIAL AND FINISHES AT OPENING SANITARY COVE BASE, REFER 6-GA2 A UPRIGHT TUBE BY VENDOR PLAN VIEW 91, FLOOR TUBE RAIL BY \ 3/8"-16x3" WEDGE ANCHOR AT ENDS AND AT EACH SECTION, DRILL TO MIN. DEPTH OF 1 3/4". SECTION VIEW 12 PICKUP WALL SYSTEM FLOOR MOUNTING G.C. TO REFERENCE MANUFACTURER'S CUT SHEETS A FOR NUMBER AND LOCATIONS . OF FLOOR ANCHORS. .4602" DIA HOLE BY VENDOR 14'-0" P131 UP TO 14'-0" CEILING AS SCHEDULED PAINT WALL TO MATCH ADJACENT I r-------� I I i i I I i I i i I i i f I i i I I i I ii i I SEAFOOD CASE i i n i SECTION AT NON -SERVICE SEAFOOD :XISTING FLOOR TO REMAIN lOOR ANCHOR 'HRU BOTTOM IOLE IN TUBE EXISTING WALL STUDS 0 0 N FASTEN MILLWORK TO BLOCKING AT THE CENTER OF EACH TRASH BIN AREA WITH (2) 1/4" X 3" L. GALVANIZED LAG SCREWS AND WASHERS. REMOVE BASE BEHIND TRASH BIN PORTION OF MILLWORK CHECK WRITING DESK ELEVATION 1/4" = 1'-01, WALL STANDARD SPACING PER FINAL MERCHANDISE PLAN. AT TV WALL GONDOLAS, ANCHOR AS { INDICATED ON RACK ANCHORAGE PLAN II II II II II I � GONDOLA { I {I II ANCHOR AS INDICATED ON RACK ANCHORAGE PLAN PAINT 1x6 FURRING AND FASTENERS TO MATCH WALL FINISH (TYP) APPLY CONT. CONSTRUCTION ADHESIVE BETWEEN EXISTING WALL AND NEW CONT. 1x6 FURRING. SECURELY FASTEN FURRING WITH (2) TEK SCREWS, AS SPECIFIED IN SECTION 06100, AT EACH WALL STUD LOCATION. COUNTER SINK ALL FASTENERS. GONDOLA ANCHORING ON STUD WALL 1/2" = 1'-O" 1 , / 3/4" = 1'-O" AT SALES FLOOR WALL STANDARDS, GONDOLAS WALL STANDARDS, INSTALL WAINSCOT AND BASE AFTER AND WAREHOUSE RACKING WITHOUT PEG -BOARD GONDOLAS AND WAREHOUSE MERCHANDISE RACKS ARE SET, IN BACKING (WALL VISIBLE THROUGH FIXTURE) PAINT RACKING SHOWN DASHED AREAS SHOWN, UP TO EDGE OF WALL AND WALL STANDARD WOOD STRIPS TO BASE FOR CLARITY. EXISTING WALL STANDARDS OR GONDOLAS. PAINT AS INDICATED _' •. OMIT PAINT AS INDICATED, EXCEPT .- . ; - _ AT ALL PERIMETER WALL AS NOTED ABOVE `, _ STANDARDS, GONDOLAS AND/OR WAREHOUSE oiL6'-10" AFF RACKS CONTINUE PAINT TO PAINT TRANSITION (TYP AT OUTERMOST UPRIGHT HALF -GONDOLAS) _ ; _• , FRAME OPEN TO WAINSCOT AS INDICATED. o j BEYOND ON EXPOSED WALLS +++' "- ++ - + WHERE WAINSCOT IS NOT +++ +'+` %+ TO BE INSTALLED, + CONTINUE PAINT TO FINISH ++ + + + '�++ ++ +++ + +.++ , FLOOR + +' +' + + + + + + + +++ ++ +++ + , + + + + + + + + + + + D B 5 + + ++ ++ REF PLAN LES VARIES V LILIIYV nV JVI ILDULED ELI BULKHEAD SALES WALL FINISHES @PERIMETER HALF -GONDOLAS T I NOTE: DO NOT PAINT ABOVE CEILING PAINT GIRDER OR JOIST DIRECTLY ADJACENT TO WALL TO MATCH. COLOR AS INDICATED ITPAINT COLUMN TO MATCH ADJACENT WALL AS INDICATED PAINT CMU FROM FINISH FLOOR TO 1 DECK AS SCHEDULED FLOOR FINISH AS 100'-0" SCHEDULED FF EL EXISTING EXT CMU WALL SECTION 4" INTERIOR HM DOORS INTERIOR FULL HEIGHT TRAFFIC DOORS ALT INTERIOR BOLLARD DETAIL 1/2" SECTION AT BAKERY RACKS 3/8" = 1'-0" P162 NG P131 14'-0" EXISTING METAL STUDS EXISTING BULKHEAD PAINT 6 BEHIND J TOP AND SIDES OF REFRIGERATED I CASES. I i I P131 REFRIGERATED i CASE i i i BULKHEAD AT CASE 1/2" = 1'-01, BUILDING WALL 2"x3/4" PLYWOOD FURRING STRIPS. WALL STANDARD SPACING PER FINAL MERCHANDISE PLAN PEG BOARD SHELF STANDARD MOUNTED ON FURRING STRIPS A_ INSERT 5/16"x1-1/2" ELEVATOR BOLT INTO PREDRILLED HOLE FROM BACK OF FURRING STRIP 3" POWDER ACTUATED FASTENER TOP OF STANDARD LTOP OF STANDARD 96" AFF 96" AFF INSERT 5/16"x1-1/2" ELEVATOR BOLT INTO PREDRILLED HOLE I '� FROM BACK OF FURRING STRIP I i EXISTING WALL i 2"x3/4" PLYWOOD FUR I i STRIPS. WALL STANDARD 3/8"x 3" LAG BOLT SPACING PER FINAL { i SPACE AT 24" OC MERCHANDISE PLAN VERTICALLY PEG BOARD BETWEEN SHELF STANDARDS SHELF STANDARDS WALL STANDARD MOUNTED ON A_ SPACING PER FINAL FURRING STRIPS MERCHANDISE PLAN ADHESIVE APPLIED TO EXISTING BLOCKING BACK OF PLYWOOD FURRING STRIP POWDER ACTUATED FASTENER SPACED EVENLY. APPLY EVERY SECOND BLOCK AT CENTERLINE OF BLOCK BASE DECK (FIXTURE) BASE DECK (FIXTURE) GYP BD WALL CMU WALL WALL STANDARD MOUNTING pLLpOH W WZ Q u�2w¢ w in =O OW FI=-W2 D I- ZU LLm p�~�gOq"U f-Q a z Ow=0zw NUF-Z2Q -'WWLL p Q fn fn O >u> zg50WiwaZW�x�° Q 0 Uco� 0' U0ola-OUWw}�Qrn¢ w Z W z~ J w U' F� W 0 ofD W U L z Z U O d �-- (n<Z�LLWLL005QOU (1) =z0wofwzrY�w I-OUpaF wd a. W pn. In z Q J m z O U m a ©0 T :) ©J M C=coM { 0 IL LL J N O Of co0 =o a do M Nz o N Q W �m0 0 J� 6i W� NM cD ti w m 0 z m O ISSUE BLOCK 1 1 CCD4 06/21 /21 CHECKED BY: RD DRAWN BY: EB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 07/01 /21 SECTIONS AND DETAILS 1/4" 12" SHEET: A3 GRID WALL LEGEND FIXTURE #: BLOCK: BLOCK NAME: 1ST SAP ARTICLE #: SAP ARTICLE DESCRIPTION: 2ND SAP ARTICLE #: SAP ARTICLE DESCRIPTION: FIXTURE #: BLOCK: BLOCK NAME: 1ST SAP ARTICLE #: SAP ARTICLE DESCRIPTION: 2ND SAP ARTICLE #: SAP ARTICLE DESCRIPTION: 1-L SCO_1BAG_GRIDSHELF_L_RSR 100625318 D82 SCOWIRE MERCH SGL BAG g_L SCO_GRIDSHELF_30L_LEG _RSR 100627715 301N ANCHORED SHELF KIT 2-L SCO_16AG_GRIDSHELF_L_2LEG_RSR 100625318 D82 SCOWIRE MERCH SGL BAG 100627736 LEG KIT 8-R SCO GRIDSHELF_30R_LEG_RSR - 100627715 301N ANCHORED SHELF KIT 1-R SCO_1BAG_GRIDSHELF_R_RSR 100625318 D82 SCOWIRE MERCH SGL BAG 9-L® SCO_GRIDSHELF_48L_RSR 100627639 481N SHELF BRIDGE KIT 2-R SCO_1 BAG_GRIDSHELF_R_2LEG_RSR SCO_GRIDSHELF_48L_LEG_RSR 100625318 D82 SCOWIRE MERCH SGL BAG 100627736 LEG KIT <10-L-L> 40> 100627782 481N ANCHORED SHELF KIT 3-L SCO_2BAG_GRIDSHELF_L_RSR 100625360 D82 SCOWIRE MERCH DBL BAG 9-R SCO_GRIDSHELF_48R_RSR 100627639 481N SHELF BRIDGE KIT SCO_2BAG_GRIDSHELF_L_2LEG_RSR 4-L 100625360 D82 SCOWIRE MERCH DBL BAG 100627736 LEG KIT <1O-�R> SCO_GRIDSHELF-48R_LEG_RSR 100627782 481N ANCHORED SHELF KIT v 3-R SCO_2BAG_GRIDSHELF_R_RSR 100625360 D82 SCOWIRE MERCH DBL BAG 11 11 SCO_GRID _36 100634549 361N SPACER 4-R SCO_2BAG_GRIDSHELF_R_2LEG_RSR 100625360 D82 SCOWIRE MERCH DBL BAG 100627736 LEG KIT <12-L> 2 SCO_GRIDSHELF-51 L_30x8_RSR 100647056 5 SCO_GRID_30 100627735 SPACER <12-R> � � SCO_GRIDSHELF_51R_30x8_RSR 100647056 O 30IN 5-L SCO_GRID_30L_LEG 100627735 100627736 LEG KIT <13-L> U SCO_GRIDSHELF_51L_LEG_30x8_RSR 100647056 5-R SCO_GRID _30R_LEG 100627735 100627736 LEG KIT <13-R) SCO GRIDSHELF 51R LEG 30x8 RSR 100647056 6 O SCO_GRID_51 100631063 511N SPACER <11�> � SCO_GRIDSHELF_30L_20x10_RSR 100647055 6-L SCO_GRID_51L_LEG 100631063 100627736 LEG KIT <1 � R ,�, SCO_GRIDSHELF_30R_20x10_RSR 100647055 6-R SCO_GRID SCO_GRIDSHELF_30L_LEG 100647055 _51R_LEG 100631063 100627736 LEG KIT 16-L _20x10_RSR U 7-L SCO_GRIDSHELF_30L_RSR 100627783 301N BRIDGE SHELF KIT <16-R> SCO_GRIDSHELF_30R_LEG_20x10_RSR 100647055 Corner Kit 7-R SCO_GRIDSHELF_30R_RSR 100627783 301N BRIDGE SHELF KIT (Angle Iron for Bullpen 100627800 Corner Kit Corners) g �� SCO_GRIDSHELF_30_2_LEG_RSR 12' RD1069.652 REFRIGERATED (BOTTOM FED) 8' RD1069.652 REFRIGERATED (BOTTOM FED) ENLARGED REFRIGERATION PLAN GM SIDE r; J RELOCATED CHICKEN AND BREAD WARMER, REF ELECTRICAL r NEW MERCHANDISE I I' I �I REF REFRIGERATED CASE LEGEND ON GA1 ENLARGED REFRIGERATION PLAN GR SIDE 5 6 7 16'-0" 16'-0" 16'-8" 16'-8" 16'-8" 50'-4" L 16'-4" 12'-3" GRID WALL FURNISHED BY WALMART AND INSTALLED BY GC. REFERENCE MANUFACTURERS INSTALLATION MANUAL, TYP I . M 15'-9" c`no 4 o A5.4 co co I N Al r ! I ) 1 s'-T' e I J < -- . " . jf _ J ENLARGED CHECKOUT PLAN 5 REMOVE MERCHANDISE REMOVE MERCHANDISE L - I REMOVE PICKUP TOWER I III I \l I L I 1 I I I r \I ail ll I I� I =1— p�l I I - REMOVE PICKUP LOCKERS AS SHOWN DASHED, TYP - - L\ - - - I RELOCATE SELF -CHECKOUTS AS SHOWN, TYP IF F La ❑ - __F _ 1 I ENLARGED CHECKOUT DEMO PLAN 9'-0" 15'-2" N 6'-3" 6'-3" I 1 I � 11 Ilq I UII11 I I IIII �II — II —I J z IIII 1 IIII II I I 4__J REMOVE REGISTERS AS SHOWN DASHED, TYP - NEW REGISTERS TYP OF, 12 REF ELECTRICAL 6'-3" 6'-3" 6'-3" GRID WALL FURNISHED BY WALMART AND INSTALLED BY GC. REFERENCE MANUFACTURERS INSTALLATION MANUAL, TYP 17'-2" �I I I i I h 6'-3" Ij j x I, 9'-0" i 7'-8" 19'-6" 6'-3" 7 REMOVE REMOVE MERCHANDISE MERCHANDISE I\ � E:::::13 I_\ Y �J III III I I lil 111 LIB F 1 I I_I 11 I I NI �7� lil III III II \ \ I r -r 1� I I I I I � I I ❑ I � 11 REMOVE MERCHANDISE AS SHOWN DASHED, TYP T-10" 1 i —9ff, 19'-6" I I i 19'-9" 1'-3" SHEET NOTES 1. ALL ELECTRICAL WORK INCLUDING DATA AND POWER DISCONNECTION BY GC. 2. REMOVAL AND REINSTALLATION OF POWER POLES BY GC. INSTALLATION OF NEW POWER POLES BY GC. 3. ALL REGISTERS TO BE REMOVED AND REINSTALLED OR INSTALLED NEW BY WALMART. 4. GENERAL CONTRACTOR RESPONSIBLE FOR ALL ELECTRICAL WORK. 5. GENERAL CONTRACTOR RESPONSIBLE FOR ANCHORS AND ALL GONDOLA ANCHORAGE. 6. GENERAL CONTRACTOR TO REPAIR FLOOR AS REQUIRED AT LOCATIONS OF REMOVED REGISTERS AND FIXTURES_ 7. GENERAL CONTRACTOR TO REFER TO FIXTURE ANCHORAGE PLAN FOR ANCHORAGE REQUIREMENTS. 8. GENERAL CONTRACTOR TO ACCESS GENERAL CONTRACTOR PERMIT INFORMATION FOLDER ON WORKSPACE FOR GRID WALL INSTALLATION INSTRUCTIONS. 9. GENERAL CONTRACTOR TO INSTALL RAILING PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS FOR INSTALLATION AND ANCHORING. 10. CAULK BASE OF ALL CHECKOUTS TO FLOOR WHEN LOCATION IS FINALIZED. 2 NEW REFRIGERATED CASE 2'-2" a3 Y6 o METALSTUD AND GYP. BD. CHASE ENCLOSURE REFRIGERATION CHASE DETAIL GM SIDE T-0" REFRIGERATION CHASE DETAIL GR SIDE 9 1 /2" = 1'-0" 8 RELOCATION OF EXISTING AND/OR INSTALLATION OF NEW PREFABRICATED CASH WRAP(S) FOR CHECKOUTS BY WALMART. PRIOR TO RELOCATION AND INSTALLATION VERIFY FINAL LOCATION WITH STORE PLANNING FIELD PROJECT MANAGER. GENERAL CONTRACTOR TO CAULK BASE TO FLOOR WHEN LOCATIONS FINALIZED. NEW CHECKOUT LAYOUT, NEW REGISTERS AND EQUIPMENT BY REF E1 FOR POWER OWNER, REF ELEC (TYP) 1 V-0" I 3 YA54 8'-8" 6 -6' ll CD I I o - - ( io 8'-6"1 I ®®® 18'-6" U'11 I PU PANEL j I i! I I - _j w I o z o co a-11, I w ------ ® 9 -- - NEW PU PANEL MERCHANDISE, TYP 5'-7" 16'-11" REF 12 - A3 T-5" 17'-9" 18'-10" Ir nI REMOVE MERCHANDISE - RELOCATE REGISTERS AS SHOWN DASHED, TYP II I REMOVE MERCHANDISE AS SHOWN DASHED, TYP II I I I I 1 � II II FI 7F— I I \ r �I - I IIII 1i Id P j jam_ REMOVELOW I III J - - WALL � 1 I RELOCATE SELF -CHECKOUTS AS SHOWN, TYP LI q III Lh j i=I I LL1111 r11l r l� m1_ II FME amluitA �L �d wLLw2w LL OTQ fn 06 jLo o� n t i P 6Q VUwFQ ¢a~OpzoW~Zzw d w Zi J w_ W N U O Z X Q wN}Q�—�ai<000J � HJ (n � a F gamer w== acn—F �0 �-. WWDQ o x 3:5-5Ta8OTw5zw1 o0- Oz ZU�oaLL00VU. �[rZY Q �VO�rOwm}wu-m< d owwownEWTKIWO V)< F-w _wLL000 -0 U �0000Fmmawoam m a m 0 O L d 04 rn u7 O O J c') M �- O O � LL cli J N O %] = o n V W O M N 0 �i Q Z o 04 W N 0 =m0 J �- W� NM 9 r' w m D z m O ISSUE BLOCK 1 ADD1 01/27/21 2 ADD3 02/26/21 3 CCD4 06/21/21 CHECKED BY- RD DRAWN BY: LR/SFvF PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 07/01 /21 ENLARGED PLANS AND DETAILS 1 /8" = V-0" ADDED ENTIRE NEW SHEET SHEET: A5.4 NEW DOOR AND FRAME SCHEDULE DETAIL REFERENCES ARE TO SHEET A8 LINO DOOR FRAME DETAIL FIRE MARK ROOM NAME NEW/ ETR TYPE MATERIAL QTY NOMINAL SIZE GLASS NEW/ ETR TYPE MATERIAL HEAD JAMB THRESHOLD RATING (MIN) NOTES WIDTH HEIGHT 701A ADJUSTMENTS NEW F WD 1 3' - 0" T - 0" --- --- WD [6] [7] 501A GARDEN CENTER NEW V CL 1 3' - 0" 7'- 0" --- NEW --- STL-P [8] [7] [---] --- --- 501 B GARDEN CENTER NEW F HM-STL 1 4'- 0" 6' - 8" --- NEW 1 HM-STL [8] [7] [---] --- --- 800A MONEY CENTER NEW Y2 PLASTIC 1 4'- 10', 3' - 2" --- NEW --- --- [ --- ] [---] [---] --- [ --- ] 808A TENANT SPACE NEW F HM-STL 1 1 4'- 0" T - 0" --- NEW 1 HM-STL 14l 131 I --- 1 --- 1---1 2 3 DURING ADD1 THE FOLLOWING DOORS DURING ADDS THE WIDTH OF THE DURING CCD4 THE FOLLOWING HAVE BEING REMOVED: 300A, 300B, DOOR 808A WAS UPDATED DOORS WERE ADDED: 501A AND 501B 303A, AND 303B THE FOLLOWING DOOR WAS ADDED: 808A, 701 A M. ark m DOOR PROVIDED BY GRILLE MANUFACTURER CORNER TRIM SIDE FOLDING GRILLE WITH PRE -FABRICATED POCKET ENCLOSURE REF PLANS FOR PARTITION TYPE AND WALL COVERINGS TENANT w O 1 O p p U- = co w Yry O OOw a p � Q EE Q or-m> U- z wQ w > _ d SECURITY GATE JAMB 1/2" GYP 6" META s 6" META s BOX BE/ DOOR TI s FRAME s z REMOV/ L POrKFT 1 1/2" = V-0" HEAD 1 1/2" = V-0" 1/2" GYPSUM BOARD ON 1/2" PLYWOOD PARTITION HEADER PER SCHEDULE REF 4-VCO. EXTEND HEADER JUST BEYOND BACK SIDE OF POCKET DOORS. AT SUSPENDED BULKHEADS: BOX BEAM WITH (2) 6" x 1 5/8" x 18 GAUGE METAL STUD SIDE MEMBERS WITH 6" x 18 GAUGE TOP AND BOTTOM TRACKS_ ATTACH TO BOTTOM OF BULKHEAD. DO NOT ATTACH TO VERTICAL WALLS BEYOND CEILING MATERIAL AND _ z HEIGHT AS SCHEDULED (1) #10 TEK SCREW AT EACH VERTICAL STUD #10 TEK SCREWS AT 12" OC (8 PLACES AS SHOWN) 2 5/16" 1/2" GYPSUM BOARD 1x WOOD BLOCKING CORNER BEAD TYP J-BEAD TYP NOTE: TRACK IN DOOR POCKET MUST ALIGN WITH TRACK MOUNTED TO BOTTOM OF HEADER 1. PAINT ALL METAL DOOR FRAMES VISIBLE TO CUSTOMER (EXCEPT DOORS IN CMU WALLS) WITH EPDXY PAINT. 2. PAINT ALL HM DOORS AND FRAMES LOCATED IN NEWLY PAINTED WALLS AS INDICATED: - DOORS AND FRAMES SHALL BE PAINTED P162 LINO - PAINT NEW DOORS P162 IF ADJACENT WALLS ARE UNFINISHED LINO 3. AT ROOMS SCHEDULED TO RECEIVE NEW PAINT: OMIT PAINT AT WALLS CONCEALED BY HALF -GONDOLAS, WALL STANDARDS OR WAREHOUSE RACKING WITH PEG -BOARD BACKING. AT WALL STANDARDS, GONDOLAS AND WAREHOUSE RACKING WITHOUT PEG- BOARD BACKING, PAINT WALL TO BASE. 4. AT EXPOSED PAINTED STRUCTURE OR DECK, PAINT NEW CONDUIT, DUCTWORK AND FIRE SPRINKLER PIPING (FIRE SPRINKLER HEADS TO REMAIN UNPAINTED) TO MATCH ADJACENT STRUCTURE OR DECK. 5. FOR PROTECTIVE WALL SURFACING WAINSCOT, INSTALL OUTSIDE CORNER TRIM, DO NOT INSTALL ON BLOCK WALLS, REFERENCE SPECIFICATIONS. 6. WHERE NEW PROTECTIVE SURFACING WAINSCOT IS TO BE INSTALLED, REMOVE EXISTING LAMINATE AND/OR FINISHES TO BASE SUBSTRATE PRIOR TO INSTALLATION OF NEW. INSTALLATION OF NEW PROTECTIVE SURFACING OVER EXISTING IS NOT ACCEPTABLE. NO EXCEPTIONS. 7. PROPERLY SEAL ALL EXISTING AND NEW PENETRATIONS IN FIRE RATED WALLS TO MAINTAIN FIRE RATING. 8. WHEN INSTALLING NEW OR REPLACING FRP, INSTALL NEW WALL BASE FULL WIDTH OF PANEL(S) TO MATCH EXISTING. 9. PATCH AND REPAIR ALL GYPSUM BOARD WALLS AND CEILINGS PRIOR TO PAINTING. 10. WHEN PIECE REPLACING CEILING TILE, GC TO MATCH NEW TILE TO ADJACENT SURROUNDING CEILING TILE. FOR PARTITION TYPE REF PLANS 5/8" GYPSUM BOARD ON SALES FLOOR SIDE L2X2 CONT 16GA FRAMING ANGLE WITH (1) # 10 TEK AT EACH FLANGE AT EACH STUD CONT TRACK WITH (2) TEK SCREWS AT 12" O.G. /16" 2'-0" 13/8°--------------------- - - L.+ SALES SIDE ++ n---------------------- ADD TRACK AND CLIP AT FACE CONT TRACK OF HEADER. CLIP TO BE L3x3x3-16GA WITH (3) #10 TEK 5/8 GYPSUM BOARD SCREWSTYP AT EA LEG SIDE FOLDING GRILLE 6: X 20GA METAL ENCLOSURE TRACK TOP STUDS AT 16" O.C. OF TRACK AT V-1 1/4" AFF SEALANT BOTH SIDES TYP HEAD AT SECURITY GATE - NEW BULKHEAD 1 1/2" = V-0" 6" METAL STUDS DOOR PANEL 1 1/2" = V-0" 1 1/2" X 1 1/2" 18GA ANGLE WITH (1) #10 TEK SCREW AT EACH LEG AT EACH STUD EXISTING CEILING z_ 110'-01 AFF EXISTING PARTITION LINTEL EXISTING GYPSUM BOARD EXISTING SIDE FOLDING GRILLE ENCLOSURE TRACK PLYWOOD AS REQUIRED TO FLUSH OUT WITH BOTTOM OF ENCLOSURE TRACK 6" METAL STUD AT 24" OC TENANT SIDE HEAD SLIDING POCKET DOORFRAME 1/2" GYPSUM ON FRAME 1/2" GYPSUM ON 1/2" PLYWOOD 1/2" PLYWOOD MATERIAL KEY MARK DESCRIPTION ACRYL ACRYLIC AL ALUMINUM LINK ALUM ALUMINUM CL CHAIN LINK HM-STL HOLLOW METAL -STEEL OM ORNAMENTAL METAL PLAST PLASTIC STL STEEL STL-P STEEL PIPE STL-BP STEEL BENT PLATE TEMP TEMPERED MATERIAL KEY MARK DESCRIPTION A CONCRETE B GLASS AND ALUMINUM FRAME C SMOOTH FACE CMU D SPLIT FACE CMU E CHAIN LINK ETR EXISTING TO REMAIN F EXPOSED STRUCTURE G GYPSUM BOARD H METAL SOFFIT J SHADE CLOTH L PLYWOOD M ORNAMENTAL FENCE N COOLER/FREEZER PANEL P TRANSLUCENT WALL PANEL Q FIBERGLASS ROOF PANELS DOOR SCHEDULE NOTES 1. BUTTS OR HINGES. REF SPEC. 2. ALARM OR EXIT DEVICE. REF SPEC. 3. LATCH OR LOCK SET, REF SPEC. 4. PUSH AND/OR PULL, REF SPEC. 5. INSTALL AUTOMATIC CLOSER, REF SPEC. 6. REMOVE DOOR CLOSER. PATCH AS NEEDED. 7. ARMOR PLATE AND/OR KICKPLATE. 8. STOP, HOLDER, OR ELECTROMAGNETIC DOOR HOLDER, REF SPEC. 9. THRESHOLD, REF SPEC. 10. INSTALL CONTINUOUS GEARED HINGE, REF SPEC. 11. DOOR COORDINATOR, REF SPEC 12. ELECTROMAGNETIC LOCK, REF SPEC. 13. LOCK GUARD, REF SPEC. 14. ONE-WAY VIEWER, REF SPEC. 15. INSTALL 5"X20" WINDOW IN DOOR. 16. INSTALL FLEXIBLE STRIP CURTAIN 17. INSTALL SECTIONAL DOOR TRACK RETURN AT MAXIMUM HEIGHT AND AS CLOSE TO ROOF STRUCTURE AS ALLOWABLE BY MANUFACTURER. 18. FULLY GASKETED FOR NEUTRALIZATION. 19. PROVIDE 1" CLEARANCE BETWEEN EDGE OF STRIKE SIDE OF DOOR AND ADJACENT CASEWORK. 20. COORDINATE INSTALLATION OF SIGNAGE WITH DOOR MANUFACTURER: 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" 21. REMOVE EXISTING DOOR AND HARDWARE. EXISTING FRAME TO REMAIN. INSTALL HINGE FILLER PLATE AND STRIKE FILLER PLATE IN HOLLOW METAL FRAME. 22. FLEXIBLE TRAFFIC DOOR COLOR TO BE BLACK. PAINT DOOR FRAME P36. DO NOT PAINT STAINLESS STEEL FRAMES. 23. INSTALL HINGE FILLER PLATE PRIOR TO INSTALLATION OF CONTINUOUS HINGE. 24. PROVIDE VENDOR WITH FIELD VERIFIED DIMENSION OF CLEAR WIDTH AFTER REFRIGERATED CASES HAVE BEEN INSTALLED. DOOR COLOR TO BE BLACK. 25. SHELF ON DOOR TO BE STRIPPED, CLEANED, AND REFINISHED. 26. SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "IN EMERGENCY PUSH TO OPEN" GENERAL DOOR NOTES 1. ALL DOORS SCHEDULED AS NEW ARE TO RECEIVE COMPLETE NEW HARDWARE SETS AS LISTED IN SPECIFICATIONS. 2. ALL UL RATED DOORS TO RECEIVE PAINT MUST HAVE UL LABELS IN PLAIN SIGHT AND BE LEGIBLE. IF EXISTING LABELS HAVE BEEN PAINTED OVER REMOVE PAINT. 3. REFERENCE ELEVATIONS ON A2 FOR EXTERIOR DOOR COLORS 4. SCHEDULED WIDTH AND HEIGHT INDICATE FINISHED OPENING SIZE AT ALL OVERHEAD AND COILING DOOR LOCATIONS 5. SCHEDULED WIDTH AND HEIGHT INDICATE ROUGH OPENING SIZE AT ALL AUTOMATIC SLIDING DOOR LOCATIONS. 6. INSTALL DRIP CAP AT ALL NEW EXTERIOR DOORS. 7. UNLESS NOTED OTHERWISE, GENERAL NOTES APPLY TO ALL DOORS IN THE STORE, NOT ONLY THOSE IN THE DOOR SCHEDULE. FINISH KEY REF SPECIFICATIONS FOR EXACT COLORS REQUIRED MARK FINISH COLOR DESC. ACT1 ACOUSTICAL CEILING TILE WHITE 24"x48" ACT2 ACOUSTICAL CEILING TILE WHITE 24"x48" VINYL FACED NON -PERFORATED ACT3 ACOUSTICAL CEILING TILE WHITE 24"x48" ACT4 ACOUSTICAL CEILING TILE WHITE 24"x48" ACTG ACOUSTICAL CEILING GRID WHITE B6 PLASTIC BASE BLACK 6"x1/4" B9 PLASTIC BASE BLACK 4"x1/4" B10 PLASTIC BASE OUTSIDE CORNER BLACK C1 CUSHION BACK TILE CARPET C3 CUSHION BACK TILE CARPET WALNUT CC CONCRETE CURB CO CONCRETE OVERLAY CT2 ENTRY TILE RED 12" x 24" x 3/8" CT43 PORCELAIN WALL TILE BEIGE 12" x 12" x 3/8" CT44 PORCELAIN FLOOR TILE GRAY 12" x 12" x 3/8" CT53 FLOOR TILE DARK GRAY 12 x 24 CT53A TILE BASE DARK GRAY 6 x 12 CT53B COVE BASE DARK GRAY 6 x 6 CT54 WALL TILE WHITE 4 x 12 LINEAR D65 DURO BASE BLACK 5" DB6 DURO BASE BLACK 6" D610 DURO BASE BLACK 10" ETR EXISTING TO REMAIN FRP1 FIBERGLASS REINFORCED PLASTIC WHITE FRP WALL PANEL FRP2 FIBERGLASS REINFORCED PLASTIC BEIGE FRP WALL PANEL FRP5 FIBERGLASS REINFORCED PLASTIC ALMOND FRP WALL PANEL FT1 FAUX SUBWAY TILE WHITE G1 GROUT DARK GRAY G2 GROUT DARK GRAY G3 GROUT LIGHT TAN G4 GROUT IGRAY G7 GROUT BROWN G15 GROUT BLACK G16 GROUT GRAY HRC1 HEAT RESISTANT COATING TO MATCH COPPER BROWN BY BERRIDGE HRC4 HEAT RESISTANT COATING MATCH DARK GRAY ICC INTEGRAL COLORED CONCRETE BROWN P3 PAINT "LOYAL BLUE" #6510 P5 PAINT "SAFETY YELLOW" OSHA STANDARD P5E PAINT SAFETY YELLOW P8 PAINT "PURE WHITE" # 7005 P14 PAINT "GOLDENROD" # 6677 P16 PAINT "SOFTWARE" #7074 P21 E PAINT SAFETY RED P33E PAINT CREAM P36 PAINT "DOMINO" #6989 P36E PAINT BLACK P40 PAINT "GARDENIA" #6665 P49E PAINT DARK GRAY P76 PAINT "WALMART BLUE" #076 P76U PAINT WALMART BLUE (URETHANE -LIKE) P81 E PAINT BLACK P93 PAINT "TAMARIND" #7538 P100 PAINT "NOTABLE HUE" #6521 P102 PAINT "BEACH HOUSE" #7518 P107 PAINT "STRAW HARVEST" #7698 P112 PAINT "BUTTERFIELD" #6676 P131 PAINT "WHITE FLOUR" #7102 P134E PAINT LIGHT GRAY P135E PAINT MEDIUM GRAY P140E PAINT WHITE P159 PAINT "CASA BLANCA' #7571 P162 PAINT "PEPPERCORN" #7674 P162E PAINT BLACK GRAY P163 PAINT "TURQUISH" #6939 P164 PAINT "ESSENTIAL GRAY" #6002 P204 PAINT "FESTOON AQUA" #0019 P208 PAINT "CANDID BLUE" SW#6953 P209 PAINT "PASSIVE GRAY" #7064 PF4 LEAD -COTE METALLIC PL3 PLASTIC LAMINATE "ORGANIC COTTON" WILSONART 4945-38 PL4 PLASTIC LAMINATE MAPLE PL6 PLASTIC LAMINATE LIGHT TAN PL11 PLASTIC LAMINATE NORTH SEA GRAY PL15 PLASTIC LAMINATE BROWN PL20 PLASTIC LAMINATE TAN PL28 PLASTIC LAMINATE ALOE PL30 PLASTIC LAMINATE "STEEL MESH" WILSONART 4879 PL31 PLASTIC LAMINATE "GREY" WILSONART 1500-60 PS1 PROTECTIVE SURFACE WALMART MED BLUE IMPACT SPECIALTIES PS4 PROTECTIVE SURFACE "GLOWING EMBER" IMPACT SPECIALTIES PS5 PROTECTIVE SURFACE "FRESH LINEN" IMPACT SPECCALTIES PS6 PROTECTIVE SURFACE YELLOW PS7 PROTECTIVE SURFACE "GRAY PATTERN" PS8 PROTECTIVE SURFACE "MAPLE" PS9 PROTECTIVE SURFACE "GLOSS WHITE" PS10 PROTECTIVE SURFACE "BLACK" Psi PROTECTIVE SURFACE "MATTE LUXE CHARCOAL" OMNOVA PVC1 PVC PLANK FLOORING WOODGRAIN QT3 QUARRY TILE GRAY 6"x6" ABRASIVE QT31 QUARRY TILE RED 6"x6" ABRASIVE RRF3 RECYCLED RUBBER FLOORING GRAY SCB1 SANITARY COVE BASE RED 8" H ANTIMICROBIAL PLASTIC FOR QT SCB2 SANITARY COVE BASE GRAY 8" H ANTIMICROBIAL PLASTIC FOR QT SCB4 SANITARY COVE BASE RED 8" H ANTIMICROBIAL PLASTIC SC135 SANITARY COVE BASE GRAY 8" H ANTIMICROBIAL PLASTIC SS STAINLESS STEEL SST1 SOLID SURFACE TC TEXTURED CONCRETE VCT9 VINYL COMPOSITION TILE WHITE 12"x12"x1/8" VCT11 VINYL COMPOSITION TILE BEIGHE 12"x12"x1/8" VCT20 VINYL COMPOSITION TILE GRAY 12"x12"x1/8" WB 2x8 WOOD BASE WB10 2x10 WOOD BASE WG PLASTIC WALL GUARD BLACK OR GRAY 1/2" GYPSUM �� 1/2" GYPSUM BOARD 6 METAL BOARD DURING ADD3 THE FOLLOWING FINISH WAS ADDED: STUDS PS 11 PROVIDE 1/4" GAP BETWEEN FINISHES FOR BULKHEAD AND TEMPORARY INFILL WALL FOR EASY REMOVAL OF TEMPORARY INFILL WALL / - EXISTING METAL STUD PATCH AND REPAIR EXISTING GYPSUM BOARD TO MATCH ADJACENT o Q 1/2" GYPSUM BOARD Y WITH PS10 Z) m CONT TRACK z + + U) + 6" X 20GA METAL w STUDS AT 16" OC - 109'-0" AFF ADD TRACK AND CLIP AT FACE OF HEADER. W CLIP TO BE L3x3x3-16GA 9 < WITH (3) #10 TEK SCREWS TYP AT EA LEG O J CL _j w Fz EXISTING WOOD BLOCKING SALES SIDE HEAD 1 1/2" CONTINUOUS SEALANT, EACH SIDE NO STOP AT CASED OPENING DOOR VARIES JAMB 1 1/2" DOOR NO STOP AT CASED OPENING TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY UNO CONTINUOUS SEALANT, EACH SIDE. WALL 2" 2" N 1 HOLLOW METAL FRAME TYPES 2 3/16" = V-0" 1 SIDE FOLDING ,.� GRILLE (SEE T-8" DOOR SCHEDULE 3'-3" FOR SINGLE OR BI- ARTING) O SLIDE, o O t to O O F Y X FLUSH CAFE SIDE FOLDING TRAFFIC GRILLE DOOR TYPES 1 3/16" = V-0" ¢ �tJi W OW � LLD } w U) U)O- To �¢ OwUrw� n w u �FxI-1-Uvu.=a w2;:2x"zx>tw,2a 0 ¢a°--w�o?o%lmgw¢Nx�a-� �U0�00w-1 Z a:65ZNOFX5..Xoo O 00242>- C�2<w E VOoaOUul},6u- wa-w0ww0wUwwzU� w z U) �<Z-wwwLLOOC4?'Op 000 wawa0am t=00a m H z H J D ro z O U m d cn D r ICT Lo `= C=D co ` co LL L� U) J 0 N = I- Gig-=o a 0- O � N O Ii Q z o N _j (if IIIL� =m0 J VV W� N tM ti w m 2 D z m O ISSUE BLOCK 1 ADD1 01/27/21 2 ADD3 02/26/21 3 CCD4 06/21/21 CHECKED BY: RD DRAWN BY: LR PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 07/01 /21 DOOR AND ROOM FINISH SCHEDULE SHEET: A8 1 E FENCE FABRIC BOTTOM RAIL EXTEND FENCE FABRIC TO CONCRETE SURFACE FENCE BOTTOM SHADE CLOTH ---- \ I U) I / SHADE CLOTH BRACE ATTACHMENT TO POST PER TRUSS MANUFACTURERS DRAWINGS TRUSS BRACE MAIN POST CONNECTION AT INTERIOR POST B SIDE TRUSS SECTION 1 1/2" = 1'-0" TRUSS CONNECTION TO POST PER TRUSS MANUFACTURER S DRAWINGS GUNNEGT IUN AT FRONT FENCE LINE A SIDE 1 1/2" = 1'-0" USS BRACE ;ONNECTION TO HSS !SS MANUFACTURERS GS S 4x4x3/16x30" RNISHED BY GENERAL INTRACTOR ,IN POST — .AIN LINK FENCE TRUSS SECTION ALL NEW SHADE CLOTH AND CHAIN LINK FENCE, MESH 13 13.6 14.1 15.3 WINDSCREEN TO BE AND BE PROVIDEDOWNER 13 13.61 14.11 15.3 REMOVOED STS ASOSHOWEN AND INSTALBLED BY GC DASHED 60'-4' NEW CONCRETE CURB. REF CIVIL FOR ADDITIONAL SOW REMOVE PORTION OF 6'-2" 27'-2" 24'-0" REF. CIVIL & SP1 THE CONCRETE CURB. REF TO CIVIL EXTENTS OF NEW 1 V HIGH CHAINLINK FENCE EXISTING BUILDING LINE a d m _ 5 a d a Q e d a'EQe a as EQ GC2 cl 13 13 I I I ! I I 10.44 ( I a I I da I I I I I I j NEW CONCRETE SLAB � -d REF CIVIL EXISTING j ! \ \ CANOPY, ETR 4 I \ o NEW SHADE GC2 °\ - I CLOTH SEASONAL SHOP --------- d a � 126 ! 3 SEASONAL SHOP 126 1 m ' d'_a- N \ I \ \ \ I " j 11'-6"NEW CHAIN LINK DOOR, REF TO SPECS \ 10.44 a°d as: E3aEl 13 131 \i ,a GC TO REMOVE EXISTING BACKFLOW a ` I GATE AND ( j 1;' 'I' PREVENTOR TO REMAIN. A400 I ! i C0 I d C° ASSOCIATED \ GC TO VERIFY. 00 HARDWARE - 1 GC TO SALVAGE I L — — J °' vLu ti p ,,; 0 ' '��PORTION OF ° o I I °° IFE r d EXISTING GLAZED NEW CHAINLINK r J CANOPY I I FENCE E NOTE: LEXAN I GARDEN CENTER I \\� SIDE WALLS AND BACKFLOW CLEAR FLOOR AREA \\ EXISTING CANOPY 1 \ I �� NEW CHAINLINK GABLE PANELS I ( 501 PREVENTOR AROUND BACK I TO BE FLOW PREVENTER I I SUPPORT POSTS AT I \ I \ \\\ \ FENCE I I ( I — — 35"X36" ORNAMENTAL FENCE I \\ RELOCATED TO a TO REMAIN TYP OF 6 I \ \ \ \ EXISTING BAYS ------------ 4----------4----------- �----------�-----� ----- a v ° ° _ = �\ v \ BACKFLOW EXISTING v A\\\\ VA PREVENTOR SHADE _ 2 i\ I GLAZED CANOPY CLOTHCANOPY I I I Gcz I A ! GARDEN CENTER \ 500 BOVE TO° REMAIN _ EXPANSION \ cV I d ° \ HEALTH AND WELLNESS ADDITION DONE BY OTHERS ----------- 1 \ 1 \\ ----------------- . a--- - GC TO REMOVE EXISTING I ! \ I \\ LANDSCAPE IN AREA AS 1 \ \ SHOWN AND INFILL WITH NEW CONCRETE SLAB (TYP) 12'-0" 12'-0" a' MATCH ADJACENT FINISHES °- \\ i Co GC TO REMOVE EXISTING ASPHALT IN AREA AS I SHOWN AND INFILL WITH b 8'-2" I j 70'-3' NEW CONCRETE (TYP) j \ MATCH ADJACENT FINISHES I ! 'd ON Sim 6 501 B ! G�2'-- -- a a a a ° A.0 a 4 a s S B -d - 4 - - - ETR-------------=------ ----- — — — — ---- -- — GC2 /q, O NEW EAS PEDESTALS REF FUTURE AUTOMATED — — — ELECTRICAL PROPANE EXCHANGE 31'-0" UNITS, TYP OF 4 REF NEW EAS PEDESTALS REF ELECTRICAL GC TO REMOVE PORTION ELECTRICAL FOR POWER OF EXISTING DETECTABLE WARNING TO NEAREST 78'-8" 24'-0" CONTROL JOINT. INFILL TO PORTION OF CHAIN LINK FENCE TO REMAIN XTENTS OF NEW CHAINLINK FENCE MATCH EXISTING. GARDEN CENTER DEMOLITION FLOOR PLAN GARDEN CENTER EXPANSION FLOOR PLAN 2 3/32" = 1-0" �m�0a w°zm ¢ LJ.I Cn 0� nmQ F �nm'W , p�uj lL--KQOQVULLF-¢ rY OpC9�W~zzw Q' arwi��wZwN�oz¢ O LL asa�°O acn-�- oo w== Z � ❑acn m � O O wo'—wLza �mZNQ���wwwow F- Q t7Q¢co� oOVW} ¢Y Uwa ¢oaO°2ff6 u. z X,w a w wbwwzbz owOwDww5w F- �¢zLLo0go wWti =zo8�:mw�ofzwxw U) F-00 oFwaawo(Lm U) z Q J U z O U Of ov 0 O L ICT 04 rn LO C� M r O O � LL cr� U) N o Jry �� 0 ag _l = o a CL Lij O NO Z M o N 0 W m0 J �F— VJ � _ V (D W, Ncy) W m 2 z in O ISSUE BLOCK 1 1 CCD4 06/21/21 CHECKED BY: RD DRAWN BY: LR/ MB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 07/01 /21 GARDEN CENTER PLAN AND DETAILS SHEET.- GC1 EXTERIOR SIDE FENCE FABRIC FENCE POST OR COLUMN 12 GAUGE GALVANIZED CLOSURE FLASHING ANCHOR WITH 1/4" TEK SCREWS AT 16" O.C. STRETCHER BAR TYP. PLAN SECTION TYPICAL COLUMN MINI MESH FENCE FABRIC NOT USED IN TIRE STORAGE AREA HOLLOW METAL DOOR FRAME WITH EXISTING OPENING ANCHORS MINIMUM 4 PER JAMB 8"x6"x1/2" BASE PLATE WITH (2) 1/2"x5" SLEEVE ANCHORS 6"x4"x1/4" WELDED TUBE FRAME 5"W x 7'-6" H x 12 GA SECURITY CLOSURE FIN ANCHOR TO TUBE WITH 1/4" TEK SCREWS AT 16" OC. COPE AROUND DOOR JAMB THRU-BOLTS AS REQUIRED TYP 3/16 FENCE POST 12 GAUGE GALVANIZED METAL CLOSURE PANEL AT STRETCHER BAR LOCATION ANCHOR WITH 1/4" TEK SCREWS AT 16" OC MINI MESH FENCE FABRIC 5 3/4" Q 1/4 7" 1 1/2" JAMB AT MANDOOR FRAME 3" = 1'-0" ABOVE EXISTING Ch FENCE POST TO REMAIN NEW FENCE SECTION N 'v N I :!t co I 3/8" MAX 1 V-0" EXISTING FENCING c,c, n vco,cv 3/8" = 1'-0" NEAREST POST 6"x4"x1/4" WELDED TUBE FRAME HOLLOW METAL 7 4" DIAMETER DOOR I POSTS AT AND FRAME GATE (V co co o M O O `- � N U o (7 lt M Q 5"W x 7'-6" H x 12 GAUGE SECURITY FIN j 7 AT EACH SIDE OF DOOR GC2 SUPPORT FRAME MINI MESH FENCE FABRIC IN LIEU OF STANDARD CHAINLINK FABRIC TO NEXT FENCE POST DOOR SURROUND 3/8" = 1'-0" z Q z LL U) d U) u. O w a 0� w U z w U- SHADE CLOTH REF SPEC FOR COLOR 3" AND INSTALLATION TYP lo 12 GAUGE GALVANIZED METAL CLOSURE PLATE WITH 5/16" x 1" SLOTTED HOLES AT16"OC FENCING NOT SHOWN FOR CLARITY 10 FF EL SHADE CLOTH FABRIC HAS A FLAME SPREAD OF 1 (0-25 FLAME SPREAD INDEX) 12" DIAMETER CONCRETE FILLED POST HOLE AT EACH MAIN AND INTERMEDIATE FENCE POST SHADE CLOTH DETAIL TRUSS DIRECTION MAY VARY REF PLAN FOR TRUSSLAYOUT 4x4x3/8X 0"-8" ANGLE CENTERED FOR EXIT SIGN ATTACHMENT PLUG ENDS OF POSTS EMERGENCY EXIT SIGNAGE WEATHERPROOF EXIT DEVICE 5"x 7'-6"H x12 GAUGE SECURITY FIN AT (2) SIDES OF DOOR SUPPORT FRAME HOLLOW METAL DOOR AND FRAME 6X4 WELDED TUBE FRAME AT MANDOOR 8"x6"x1/2" BASE PLATE WITH (2) 112" x 5" SLEEVE ANCHORS 1" TUBULAR TRUSSES TYP ALUM LASHING BAR ROUND FENCE POST 3" = 1'-0" EXTERIOR SIDE FE -------- ---- ---r-v--- 1 MINI MESH FENCE FABRIC NOT ""r) IN TIRE STORAGE AREA 1" MINI -MESH FENCE FABRIC 2 x 2 x 1/4 x 9" ANGLE BRACKET BEYOND WITH 112" BOLT TO POST WITH (3) 1/4" TEK SCREWS TO DOOR SURROUND - (2) ANGLE BRACKETS PER DOOR 9"W x 4'-0" L x 12 GAUGE SECURITY FIN AT TOP OF TUBE FRAME LOCATE BETWEEN ANGLE BRACKETS 4 x 4 x 3/8 x 8" ANGLE CENTERED AT TOP OF TUBE FRAME FOR EXIT SIGN ATTACHMENT -ANCHOR WITH (4) 1/4" TEK SCREWS CONT SEALANT 6X4 TUBE AT TOP OF DOOR FRAME CONT SEALANT 1/4" SHIM HOLLOW METAL DOOR FRAME 4" FENCE POST 6X4 TUBE FRAME POST BEYOND 12 GAUGE GALVANIZED FLASHING ANCHOR WITH 1/4" TEK SCREWS AT 16" O.C. INTERIOR SIDE 3" � /—STRETCHER BAR TYP. FENCE FABRIC 4" DIA COLUMN PLAN SECTION CHAIN -LINK CORNER POST 3" = 1'-0" 4 GC1 110'-8-8" `FABOVE PAVING SHADE CLOTH 1" TUBULAR TRUSSES AND ATTACHMENTS LIGHT FIXTURES 11'-0" CHAINLINK MOUNTED TO THE FENCE BOTTOM OF TRUSS 4" ROUND POSTS AT TRUSS LINES 3" ROUND AT INTERMEDIATE LOCATIONS 12" DIAMETER CONCRETE FILLED POST HOLE AT EACH MAIN AND INTERMEDIATE FENCE POST 1% SHADE CLOTH SECTION VARIES a d Al ADDED SHEET TO SET OF DOCUMENTS Q �LJiw0 W 7Uj�wQ =QZtf� Q w fn O=tnmQ t tn�x�0 Ow Fw w p�l�--�apQUULL�Q w=2u-w,WZ2I-OOP UA Of a �w LL �ZILLI10 -Wa�wzw ar�v~ a = om m O �mzw 'w�WawoF° U' Ugco� OClUw-6Z} J �waa zwZ����L. F� cow0IxnwUwZZU� �- O�rww WWWZjW (n =z0 wwzgaaw HOUODI-wmo.2w0am m a % 0 , a� Lo co _j M J� U O � 11^ L_J C,) J N O 2 0 J=co o a IZ . M1NO Z o N w 0 =m0 CD W� NM c ti w m z m O ISSUE BLOCK 1 ICCD4 06/21/21 CHECKED BY: RD DRAWN BY: MB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 07/01 /21 GARDEN CENTER PLAN AND DETAILS s I 3" = 3/8" = 1'-0" 1 1/2" = 1'-0" 3/8" = 1'-0" SHEET: GC2 VISION CENTER LIGHTING DEMO PLAN IYF REAR RESTROOM LIGHTING PLAN 1/4" = 1'-0" BREAKROOM LIGHTING DEMO PLAN 1/8" = V-0" z 101 FAMILY (l TOILET _ i — - - -- -- -- -- --- - TYP - -- 4� OF 4 � '3 16.125 I` WOMEN 16.126 o F_ - _1 F_ - -I TYP L- J L J I of � II F_ o 7 i- I, i ; 16.126 � TYP i( MEN - I_ i Pi i L _I L J Fi — __..-- _ __.—_ __.__I_' REAR RESTROOM LIGHTING DEMO PLAN � 1 /8" = 1'-0" 1.. 5 OS. CO S" �J H 7 VTRACTOR IS RESPONSIBLE FOR THE COMPLETE INSTALLATION OF THE LIGHTING SYST INDICATED ON PLANS AND/OR AS MODIFIED TO ACCOMMODATE EXISTING OBSTRUCTIOP NTIFY CONFLICTS PRIOR TO ROUGH -IN. WHERE CONFLICTS WITH EXISTING UTILITIES C 1 CI�C/`1f\RVVIVI LIVf—I I IIVV I—L—PXIV 1/4- = 1'-0" PROVIDE STANLESS STEEL COVER PLATES TYP IN RESTROOMS _ .TO SCENT SYSTEM -____.__..-RECEPTACLE CIRCUIT, TYP OF 2 REF 3 /-E2.2 NL y/ 7 NL ih i? CV j; CV NL NL CD N y NL NL N A.5 - TYP - - - - 16.147 ETR ETR �S ILO R Q D R i° 16.125 � TYP H4C - � WOMEN ;. o y MEN 2N - - _- - i10 M , {I NL NL i io (o 'v M 8 ' I' ,I 1 6 � V i 2'-2" 2'-2"; '2'-1" 2'-0" I 4'- 8" 9 I 3 i —--BACKLIT MIRROR,TYP.— FRONT RESTROOM LIGHTING PLAN 1/4" = 1'-0" 7 REMOVE RESTROOM NEEDS CLEANING LIGHT SWITCHES TYPICAL AT RESTROOMS. PROVIDE STAINLESS STEEL BLANK COVER PLATE WITH TAMPER RESISTANT SCREWS AT OUTLETS. FRONT RESTROOM LIGHTING DEMO PLAN 1 /8" = 1'-0" d LLI W �� _O�=F0- �awLLp�aN �=t�=Wm aJwl0 L11 W¢F St"fiqOQO w��> w'woUZ 0z ?�0izd 0 aJw3aHO0w0F Z 0 O owp¢�zaw¢�2¢ WO 0F2: 0 T'0� Z u a LL w wi w O Z� Q �UO�F 00�}uLLtn¢ ' W O x D w U W Z Z U z a �dzt LLwLL0007¢O� U) =z0¢LL�wxwzxofw 10 C-)0F=w'aa wodm m a %0 � Nt rn LO CIO CO O J M 00 LLu J � -� O J co � J�o a G92 =ao wO c) LO ry N Z o W 0 N 0 J =m0 CL W N �' W m Z m O ISSUE BLOCK 1 ADD#1 01/27/21 2 ADD#3 02/26/21 3 CCD#1 03/29/21 4 CCD#4 06/21/21 CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 IIIIIIIIitt Q(3ADE,,`p t��i .' No 76917 S TA.40 06/21 /21 ENLARGED LIGHTING PLANS a __FF F_F_ 1--- -1 __1 _1__T__ =uflG_T -, T_-I—I L i,. ArEINa �.:. IL T ,I ---F - ---F---T--- F - I— ---T --F- -� - 1 I I,_F_----1LF__ SHEET: E1.1 PROVIDE 1-1/4" FENDER WASHERS, TYP SLIDING HANGER FURNISHED WITH FIXTURE, TYP TIGHTEN FURNISHED HANGER SCREW TO SECURE HANGER TO FIXTURE, TYP INSET PROVIDE 1/4" HEX HEAD BOLT, NUT AND LOCKWASHER, TYP --/ FLANGE CLIP (CADDY M24S OR EQUAL) NUT AND LOCKWASHER REF MANUFACTURER'S "GENERAL FITTINGS SPECIFICATIONS" FOR DESIGN BOLT TORQUE NO CONNECTION OF ANY KIND SHALL BE MADE TO JOIST WEB MEMBERS OR JOIST BRIDGING CONTRACTOR SHALL INSTALL LIGHT FIXTURES PER MANUFACTURER RECOMMENDATIONS CONTRACTOR HAS THE OPTION TO USE EITHER METHOD OF INSTALLATION SHOWN FIXTURES SHIPPED FULLY ASSEMBLED WITH ELECTRICAL & MECHANICAL CONNECTORS FOR CONTINUOUS ROW MOUNTING CONTRACTOR SHALL PROVIDE AND CONNECT ALL POWER AND CONTROL WIRING BETWEEN LIGHT FIXTURES WHEN ROW OF FIXTURES IS INTERRUPTED CONTRACTOR SHALL PROVIDE ALL UNISTRUT AND HARDWARE NECESSARY TO SPAN BAR JOIST AS REQUIRED FOR A COMPLETE INSTALLATION OF THE LIGHTING SYSTEM. BOTTOM CHORD OF BAR JOIST ATTACH AND ALIGN FIXTURES USING SCREWS, ANCHORS, AND/OR TABS FURNISHED WITH FIXTURES UNISTRUT SHALL SUPPORT NO MORE THAN 100LBS IF P3300 IS USED AND NO MORE THAN 215LBS IF P3000 IS USED BAR JOIST TYP SLIDING HANGER' INSET FURNISHED WITH FIXTURE, TYP TIGHTEN FURNISHED HANGER SCREW TO SECURE HANGER TO FIXTURE, TYP PROVIDE LOCKING SPRING NUT ALL -THREAD SHALL BE A SOLID PIECE. NO SPLICES ALLOWED SLIDING HANGER FURNISHED WITH FIXTURE, TYP TIGHTEN FURNISHED HANGER SCREW TO SECURE HANGER TO FIXTURE, TYP PROVIDE 1/4" ALL -THREAD, 1-1/4" FENDER WASHER LOCK WASHER AND NUT, TYP SALES FLOOR LIGHTING NTS 07/27/18 INSET INSET PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO TOP CHORD OF BAR JOIST PROVIDE ALL -THREAD CONNECTION FOR END OF ROW FIXTURES EXTENDING FURTHER THAN 2'-0", UNSUPPORTED BLANK MALE CONNECTOR AND DECORATIVE END CAP AT END OF EACH ROW FURNISHED WITH FIXTURE UNISTRUT PROVIDE LOCKING SPRING NUT, TYP PROVIDE 1/4" HEX HEAD BOLT, u_u 1-1/4" FENDER WASHER, AND INSET TOP CHORD OF LOCK WASHER, TYP BAR JOIST INSTALL 1/16" AIRCRAFT CABLE AND GRIPPER NUT FOR CONNECTION TO LIGHT FIXTURE MOUNTING BRACKET UNISTRUT PROVIDE LOCKING SPRING NUT, TYP PROVIDE 1/4" HEX HEAD BOLT, 1-1/4" FENDER WASHER, AND INSET LOCK WASHER, TYP BAR JOIST, TYP PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO BOTTOM CHORD OF BAR JOIST UNISTRUT SHALL SUPPORT NO MORE THAT 100LBS IF P3300 IS USED AND NO MORE THAN 215LBS IF P3000 IS USED BOTTOM CHORD OF BAR JOIST SUSPENDED LIGHTING CONNECTIONS TO STRUCTURE NTS 09/27/19 NO CONNECTION OF ANY KIND SHALL BE MADE TO JOIST WEB MEMBERS OR JOIST BRIDGING REF MANUFACTURER'S "GENERAL FITTINGS SPECIFICATIONS" FOR DESIGN BOLT TORQUE UNISTRUT PROVIDE LOCKING SPRING NUT PROVIDE 1/4" ALL -THREAD, 1-1/4" FENDER WSHER, LOCK WASHER AND NUT, TYP ALL -THREAD SHALL BE A SOLID PIECE. NO SPLICES ALLOWED UNISTRUT CAN BE MOUNTED TO THE TOP OF EITHER THE TOP CHORD OR BOTTOM CHORD OF THE BAR JOIST CONTRACTOR HAS THE OPTION TO USE EITHER METHOD OF INSTALLATION SHOWN BAR JOIST, TYP PROVIDE ALL -THREAD CONNECTION TO ELECTRICAL EQUIPMENT PROVIDE AIRCRAFT CABLE SUSPENSION SYSTEM FOR INSET CONNECTION TO ELECTRICAL EQUIPMENT - UNISTRUT PROVIDE LOCKING SPRING NUT, TYP PROVIDE 1/4" HEX HEAD BOLT, 1-1/4" FENDER WASHER, AND LOCK WASHER, TYP PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO TOP CHORD OF BAR JOIST UNISTRUT SHALL SUPPORT NO MORE THAN 100LBS IF P3300 IS USED AND NO MORE THAN 215LBS IF P3000 IS USED INSET TOP CHORD OF BAR JOIST GENERAL ELECTRICAL CONNECTIONS TO STRUCTURE NTS 07/27/18 }ULLwO 0aWr4SLLOcUn UDnw w U) QFO D w QZao w.S-wwoI-ZO❑ Qo-F= ZOw=O¢N W N Q~ d Q U 6 0O Q O S a¢�~r��~oowm r= 'ZawDOH OmZNOFW UUQco� pOU1�WYZ} Q zVO�HOVw}���¢ 0'w0ir�wwwwIwz d U)az�LLWW005 00 Mzo Y-;�wQfwzxww Cn t-000aF-S mm wO mm W F- z Q f-- J U) z O U ry in d %0 L 'I 04 rn CO 0M 0) 0 u- IL J q J _ d' .J ry co F- � .� } p r a O W 04 LO LL N Z 6o uj > 0 N 0 J Tm0 + U) J W Nco "' w in D z m O 1 ISSUE BLOCK 1 ADD#1 01/27/21 2 ADD#3 02/26/21 3 CCD#1 03/29/21 4 CCD#3 05/11/21 5 CCD#4 06/21/21 CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 III;IffillI QRADEEp1�''. `gyp.• �� G•E N 5., No 76917 •'� STA F o 06/21 /21 LIGHTING DETAILS AND SCHEDULES SHEET: El .3 POWER DROP SCHEDULE g a goo 07.28.17 a rn rn O NO. DESCRIPTION 8•-4 �� 3 PD1 MOUNT RECEPTACLE(S) ON TOP OF DISPLAY °' , w UNIT(S) PD2 MOUNT RECEPTACLE(S) 6" ABOVE BASE OF DISPLAY ON UNIT(S) SO THAT RECEPTACLE(S) AND CONDUIT a DO NOT INTERFERE WITH SHELF HEIGHT ADJUSTMENTS PD3 PROVIDE DIRECT CONNECTION TO EQUIPMENT V 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 PD4 OPEN STRUCTURE: MOUNT RECEPTACLE AT BAR y JOIST AND INSTALL FURNISHED CORD REEL. V LAY -IN CEILING: PROVIDE RECESSED CEILING v I I I { RECEPTACLE AND INSTALL FURNISHED CORD REEL BELOW CEILING. CORD REEL SHALL BE MOUNTED TO CEILING FAN RATED JUNCTION BOX SECURED W o > TO LAY -IN CEILING WITH T-BAR BOX HANGER. w PROVIDE 112" THREADED STEEL ROD FROM Z) Z) O J� 0- a 102 U W o - JUNCTION BOX TO BOTTOM OF STRUCTURAL JOIST ww T~ U- a O a U U z~ a H 2:a �a�OOC�Ox0 w ?�� OR CHANNEL STRUT BRIDGING ABOVE FOR a w - � � w ? w c� W mF�Jwd'U J SUPPORT. O �t �� nawxaxO�w LL da e-t ��� ppwF= 5 o � o z ¢�Oo�nw�Zawa~O O nz;,d=W7wwww-� ZU�o�LLOdO' 00z I I I I I!I POWER DROP NOTES Q �50-;:k x}�°�¢ o0FwWW WWwzzwz 09.25.20 cnaz�LLwLL00(OaO� x-O0 !o : w Qn zoom 1. POWER DROPS WILL BE IDENTIFIED BY AN IPTV TAG OR POWER TAG, I.E. 44A, 46E, ETC. ALL CHECKOUT POWER SHALL BE CONSIDERED POWER DROPS. - 2. A REVISION OF THIS PLAN BASED ON THE FINAL MERCHANDISE LAYOUT MAY BE ISSUED TO SHOW FINAL LOCATIONS FOR THE POWER DROPS. IF THE MERCHANDISE PLAN DOES NOT CHANGE, THIS PLAN WILL NOT BE REISSUED. PROVIDE CIRCUITRY TO DISPLAY RACKS AS THE RACKS ARE SET. IN ADDITION, 7 j I THE FOLLOWING POWER DROP NOTES APPLY: pLrEll ; _ A. THERE WILL BE NO ADDITIONAL CHARGE FOR � DROP RELOCATION WITHIN POWER DROP ZONES I �I 7f -- DEFINE N DRAWING. U) - _ i CLO O PR ECT E - _ __ B AT LOSE OJ THE GENERAL r c 3 Ir 1 '- I - I I I I CONTRACTOR AND CONSTRUCTION MANAGER SHALL REVIEW ADDITIONAL OR DELETED POWER L 1' - -" > - - DROPS WITHIN EACH ZONE TO VERIFY ANY t Z 'L1D2-39,41,36 ADDITIONAL CHARGES OR CREDITS THAT APPLY v jp Ijr DUE TO CHANGES. m � I _ C. ADDING OR SUBTRACTING A POWER DROP TO H __ -- 7 ANY ZONE WILL RESULT IN A CHARGE OR CREDIT ' _ 1- -' - 11A 41 36 ACCORDING TO SPECIAL CONDITIONS. O 0 -- =1 PD2_ - -- co 12' 11" 11A POWER ZONE 6 T 3. PROVIDE JUNCTION BOX AND CIRCUITRY TO NEAREST co - 1 - PD2 _ 1 - I__, �� 'S- Lt_ -n - -- - _ - III - _ "' � I: rFROM JUNCTION 00 EXTEND CONDUIT AND CIRCUITRY FR T ( _ o BOX TO ENDCAP OF DISPLAY RACK. - - - - --- -- - -- - - --- - J -d I - I - 4. WHEN EXPOSED VERTICAL CONDUIT FROM �/� 1 STRUCTURAL CONNECTION TGONDOLA/EQUIPMENT--J O I CO Q' I 21 EXCEEDS 10 FEET, INTERMEDIATE METTAL CCONDUIT o a T - : r I - - �_ °0 � � � � �, � � (IMC) SHALL BE USED IN LIEU OF ELECTRICAL � Z o N .. � _,_. I ,: METALLIC CONDUIT (EMT). THE IMC CONDUIT AND � W r> x POWER ZONE 4 I _ = O U) 1 11 -. - SECURELY - � � � _�__" _a__. _� � COUPLINGS SHALL BE THREADED AND BE SECURE fV o _ — WATER �� 1� _ Z o _ FASTENED AT THE GONDOLA/EQUIPMENT AND AT ���,,// c� 92F_- - I . tJ.- _. �_�. - -_ -, ,_.. �_ _, _ c� DISPENSER ,_ �� _�_- :- ... __� _�. _ W �I -- - _, 12B 12B = I - - STRUCTURE. - -t-- - -- r PD1 I L3D 2 _--- - - __ _ - - -J 0861 L� _ _ - ;. 2A 16. 45 16.489-1 5. PROVIDE CONDUIT, RECEPTACLES AND FINAL m U) - 0 -- - PD2 - �, PD1 J (n O - �- I ! L3D1 23 ; - _ -- CONNECTIONS AT DISPLAY RACK SHELVING PER --- "----- :I - -- „ - — - __ i -- -- - POWER ZONE 2 - - - _ c� f POWER DROP SCHEDULE UNLESS NOTED �+ Q OTHERWISE ON DRAWING. VERIFY EXACT HEIGHT _ . -- -- - - - - - - --- W -- --- - POWERZONE3 _---=----- - C r- - ; ___ POWER ZONE 5 I-_ \_ I AND LOCATION OF RECEPTACLE(S) WITH STORE M r_ __.I "! L3D1 -2 L3D`I 21 I- A I i - PLANNING SET-UP SUPERVISOR PRIOR TO - '- - - -_ 3 INSTALLATION. m z ,, ,,.�-_.._.__-.._ -. F-, � , I I ; � -,: •. _:.J . w'� -- `ice, i 6. POWER DROPS FED FROM TRACK BUSWAY: � I ' Z INSTALL PLUG-IN UNIT AT A POINT ON TRACK BUSWAY m : - -- —_.. - --- h r I >✓ I I t'-- : . T KEYNOTES r I T , - - - -- ISSUE BLOCK - - 4 ram, I I - - i��: - - 1 ADD#1 01/27/21 . 10 1 4 0' �' (L3D2-2 2 ADD#3 02/26/21 _-.r.,._. �: _- 16.145 CONNECT CIRCUITS TO EXISTING BRANCH 3 CCD#3 05/11 /21 CIRCUITRY. MINIMUM WIRE SIZE AND - ---� I--- - �' ;��-�----}�; � I'II PANELBOARD CIRCUIT ARE NOTED. VERIFY SIZE, 4 CCD#4 06/21/21 - - ___._Ff RATING AND CONDITION OF EXISTING BRANCH _ i _. CIRCUIT CONDUIT AND WIRE PRIOR TO USE TO y...--- _� - ENSURE THAT THEY MEET REQUIRED SIZE AND I fi T �_� ��-' I Imo, ;� � � , ,- � ,�il i� � — — , 1: I I I � � � POWER ZONE 7 _ III- ALL U.L. RATINGS AND REPLACE AS REQUIRED. - _ I L3D1 -3 _ 16.416 FITTING ROOM POWER AND 3/4 DATA CONDUIT 4, 2 L� - -- - _ - - - __�I T SHALL DROP AT THIS LOCATION. EXTEND DESK cv 3 - - - =- - _ --- - --1 - - --� -- - - - 7 +8„ TO DESK. FITTING ROOM CONDUIT AND - - - _.l 1 - I - °' .- ) I - I 1 �- - RECEPTACLES SHALL BE 8" ABOVE OPEN GRID. E - --- - T- - - HARDWIRE (1) LIGHT PER ROOM DIRECTLY TO _ -- POWER ZONE 16 ; I- - ---- -�I-1 - I I�LBX, PD2 ---, :-- � - -, , I , . � RECEPTACLE JUNCTION BOX. I L �._._ - - -=d 5 5' - 3" I, _I L. - ----- -- ---- - --- - 16.489 RELOCATE EXTEND AND RECONNECT -1 - --- o _ T - --, - - -- - - Ir CIRCUITRY AND ELECTRICAL DEVICES FOR E3 - --, _. 18C, PD4 - T.... 26' - 0 -- - RELOCATED AND/OR NEW EQUIPMENT. VERIFY c __. -- TYP OF 5 -----�-I �'-t-{ - - 1-! - J C 16.416x ------ co - - CONDITION OF BRANCH CIRCUITRY, CONDUIT - - FTR, MGHy --L I� _. _<. .. _.. --- AND WIRE TO ENSURE THEY MEET ALL U.L. - - _ PD1 SIMILAR RATINGS AND REPLACE AS REQUIRED. VERIFY � 07A, PD2 P REF.5/E3 - - --' FINAL LOCATION OF RELOCATED/NEW TYP _ - OF 3 EQUIPMENT WITH WALMART CONSTRUCTION - -- L3D1 -24 - - - -: r -- - ---------- - -- - - 3 - MANAGER PRIOR T ROUGH -I - _ - G ON -- - -- : - - 1 - - - -- -- - -- - - CHECKED BY: cm m -} - _ - - fi --L _ I PT r—! f� DRAWN BY: 5 rn -. - POW 11 _ -- L ER ZONE „. - PROTO CYCLE 09/25/20 0 � o _ - - �� DOCUMENT DATE: 11/06/20 _ ," . I � -i — _'; _J-Ir _; ,�, T � _ l /n i!— III{ i! I - „ J. _... _-I L i..�-. ._.I_._.. 6' - 5 - 15 4 T� POWER ZONE 17 � - - - -_ T _ _: I 2 � -. I — I T I � I I I I ' i ---- Eft4�oLBX, PD2 20 LZ POWERZONE13 LBX, PD2 16.145 28'- 5"[ f-, L3D1 -22 , p € i _ „ _ I` - { �, .,, III- G - 11 -- 18' - 6" �� I � J � 1 - I I rn I I<, � E14 ' ----- - - — - — - ------------------------------- --N4 --- �� co I: POWER ZO �".: '- - - - - - - OF 2 TYP I z -+1 � '� `� : _ � • _' N POWER ZONE 9 - L - r I 1 -4 � I I �i-_ 2, 0„ 3, „ _T, --- _ I 40A i is !7 F � - - r: I -- 20 - - -_ + -- POWER ZONE 10 - --- - �, 1 E2.3 D ., - s L ---' L - - - _ _ - - PD1 _ 46E, P _I 16.145 12 - 4" 5' - 8" d 11 TYP OF 4 I_ POWER ZONE 1 _E r !. 1 T - ! : I ' L3P 2 � 5 '' 29; M !} - F .I 23 "I - !__ I ' ' � , �_�.� POWER ZONE 11 I I L3 - L, -- r' L3P -36 -I'I 31 I-- 1 - _ r _ ;,U WERZONE 2 _ C �� - �. �7 - - ,, . , I PD 1 _, 34 4 � P-2 1 - _- i � L3 9,3 L----------------------------------------------- ----- L3P-25,27 16.145 L3P-34 I L I_ �l �- - - --- ���� Q? ADEEp �� _ _. 16.14 _ 13 I I , I . ---- POWER ZONE 18 I I � ; II �� -��. J 4 ;r No 76917 ' � I I, T _ fit is I I Il I` I I 'I 06/21 /21 a w POWER I I - - DROP PLAN - _ LL , NEW SHEET ADDED J POWER DROP PLAN EXISTING CONDITIONS WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING 1" = 20'-0" ORIGINAL DRAWINGS AND MAY NOT REFLECT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND 0 EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE SHALL FIELD VERIFY ALL EXISTING CONDITIONS TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES Q PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR NOT RELIEVE THE RESPONSIBILITY OF PERFORMING SHALL CAREFULLY COORDINATE NEW WORK AND THE WORK PROPERLY. NO ADDITIONAL SHEET- Qc � L y DEMOLITION WITH ALL OTHER DISCIPLINES AND COMPENSATION SHALL BE ALLOWED BECAUSE OF E2. 1 EXISTING CONDITIONS. CONDITIONS THAT OCCUR DUE TO FAILURE TO N y FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 7 I N co U — - - COORDINATE RECEPTACLE LOCATION AND HEIGHT WITH TELECOM TEAM KEYNOTES a PRIOR TO INSTALLATION. j c� N'LJ b 0 V 16.032CONNECT �� .__._.�. TWIST-LOCK.O POWER POLE ORANGE g�� a w 3 16.145 CONNECT CIRCUIT(S) TO EXISTING BRANCH ? i 6 CIRCUITRY. MINIMUM WIRE SIZE AND S PANELBOARD CIRCUIT ARE NOTED. VERIFY SIZE, RATING AND CONDITION OF EXISTING BRANCH � CIRCUIT CONDUIT AND WIRE PRIOR TO USE TO a' -- + ENSURE THAT THEY MEET REQUIRED SIZE, AND ADDITIONAL RECEPTACLE FOR ALL U.L. RATINGS AND REPLACE AS REQUIRED. EVERSEEN SERVER COORDINATE RECEPTACLE LOCATION WITH SIS TEAM. 16.201 EXTERIOR SIGN POWER: WHERE ELECTRICAL -� W CONNECTIONS FOR SIGNAGE OCCUR BELOW Y ROOF LINE, ROUTE POWER TO WALL AT SIGN j I 1 CONTROL BOX(ES). WHERE ELECTRICAL I 1 _ _= - ------------ - r i -- - ----_------------1 -- - -- _ - - - +-_..__.._ COORDINATE RECEPTACLE LOCATION E CONNECTIONS FOR SIGNAGE OCCUR ABOVE v M TEAM AND HEIGHT WITH TELECOM ROOF LINE, PROVIDE UNISTRUT TO MOUNT PRIOR TO INSTALLATION € CONTROL BOX(ES) TO BACK SIDE OF PARAPET. p' € 1 !1=-14,16 ! ---- -- -----_-- ------ --- --- I LOW VOLTAGE WIRING FROM CONTROL BOX(ES) _ TO SIGN PROVIDED AND INSTALLED BY OTHERS. w w z w o } C CEILING MOUNTED L6-30R REFER TO ARCHITECTURAL DRAWINGS FOR W W = o Q _� 4 - i aF_�F ozUUw�¢ r I EXACT SIGN LOCATION(S) PRIOR TO ' i � o z U) o-��¢ ow��wQ I' = zzw INSTALLATION. PROVIDE ONLY ONE w W r = o < LL Z 5 o 0 - -I ; i E3 _ PENETRATION THROUGH THE ROOF. REF a o z o = o ¢ N - Iw_Jw-w -- - -_---------- --- - _ --_' __i ARCHITECTURAL EXTERIOR WALL SECTIONS w N > ¢'_ a = Q o 0 I I AND SIGN ATTACHMENT FOR ROOF AND cn w c� o w o w T PARAPET PENETRATION REQUIREMENTS. Z ¢'= woo "-' z w a o € j Il -40 ! O� aam~���~oaw�i = tfnILLZ NQFQ•�wwR OH A I + _- - o�aa�w0awxzr --Y ' 16.489 RELOCATE, EXTEND, AND RECONNECT J v °a z w v } < 1 ---- i CIRCUITRY AND ELECTRICAL DEVICES FOR D x a� z w (Qw `J x w z v z 1 A € I B 8 li- RELOCATED AND/OR NEW EQUIPMENT. VERIFY a "' w w = w wa ? °' LL =zo¢-�wmmz�xw F o 0 0 0 LL a a w o a m - -- - --- - -- - - CONDITION OF BRANCH CIRCUITRY, CONDUIT AND WIRE TO ENSURE THEY MEET ALL U.L. j RATINGS AND REPLACE AS REQUIRED. VERIFY LJ ! FURNISH AND INSTALL QUAD ELECTRICAL CONTRACTOR TO DISCONNECT POWER AND DATA AS FINAL LOCATION OF RELOCATED/NEW i UPC POWER PLAN G M T E CABINET POWER P LAN I RECEPTACLES IN WIRELESS AND I REQUIREMENT FOR REPLACEMENT OF GONDOLA BY GENERAL EQUIPMENT WITH WALMART CONSTRUCTION ' MANAGER PRIOR TO ROUGH -IN. CHECKOUT KIOSK THAT DOES NOT CONTRACTOR. RECONNECT POWER AND DATA UPON PLACEMENT 1/8" = 1'-0" 1/4" = 1'-0" CONTAIN POWER POLE. TYP OF NEW GONDOLA. COORDINATE WITH GENERAL CONTRACTOR 16.492 E.C. SHALL COORDINATE WITH GENERAL CONTRACTOR AND ARCHITECTURAL DEMOLITION PLANS THE EXTENT OF ELECTRICAL f ! DEMOLITION. EOBOXES,CONDUITS, AND WIRING BACK TO , VE UNUSED DEVICES, JNCTION BOXES OR _ _ s E 3 ORIGPA EILBOARDSUREFERENCE POWER PLANS FOR Q i NG 16.145 _ _ _ CIRCUITRY TO BE REUSED. DEMOLITION SHALL BL1A -5,7 ENG, --- - 2 B L 1 B -1 J NOT AFFECT ACTIVE CIRCUITS. IF CIRCUIT IS - TT T T - - DEMOLISHED ALL THE WAY TO PANELBOARD, Z 87B I � - -- 2 �9' - 9" = REMOVE CIRCUIT BREAKER AND REPLACE WITH p r - FILLER PLATE. UPDATE TYPEWRITTEN CIRCUIT I - - BL1B-9,11 DIRECTORY IDENTIFYING CIRCUIT AS "SPACE". I COORDINATE EXACT REQUIREMENTS WITH - 1 EXISTING CONDITIONS PRIOR TO BID. T - G R T E CABINET POWER PLAN 1 7 T 16.493A WALL FINISH TO BE REPLACED. REMOVE AND co � - { REINSTALL ELECTRICAL DEVICES AND 04 = + - ! € $ ± VOICE/DATA OUTLETS AS REQUIRED FOR j - fL1 B -3-� f - INSTALLATION OF NEW WALL FINISH. UTILIZE ULLo --- - r LISTED BOX EXTENDERS AS REQUIRED TO C D C� M co T T ENSURE COMPLIANT INSTALLATION. J Y --"--- ----- ----I - a RECEPTACLES SHALL BE REPLACED WITH NEW O WHITE DEVICES. PROVIDE NEW WHITE - 16.145 - = BLO 4` -, _ = COVERPLATES FOR ELECTRICAL AND J 00 17 - 3" = = LL VOICE/DATA DEVICES. IF SURFACE MOUNTED J d- I I � O - - BL1A -2 T BL1A -4 BL1A -6 BL1A -8 - _-- CONDUIT/DEVICES ARE ENCOUNTERED REPLACE 16.145 BLO - - - - _. - 'ENG,' ENG,' I -' _- IL i i L1 B -12 �- � 16.145 72A --___ -_- - --_- i - _ 72A `-ENG,- 16.145 -ENG,- 16.145 !ENG,J 16.145 -ENG, 16.145 WITH CONCEALED CONDUIT AND FLUSH J � o a ROUTE POWER AND DATA/VOICE CONDUITS J PD2 PD2 _ MOUNTED DEVICES TO SLAT WALL BACKING = t� FROM THE STRUCTURE ABOVE DOWN TO PD2 PD2 PD2 PD2 - b _ PHASER AND BOARD. (1 m WHOENOPHOTO LAB S LOCATLAB COUNTERS OED ON SUGH OALES FLOOR 1 r00 W 0 SP UNIT 1 ENG, ENG, POWER ZONE 4 1 ENG, ENG, ENG, 5 �/ N a IR POLE - _, -- - PD2- ENG, LL N ENT ENT ENT E3 PD2 PD2 BL1 B 10 - PD2_ - ____ I PD2 0 w cv 2 , BL1B-15 BL1A-10� BL1A-22 --- ----- - / BL1 B -13 BLS A -9 ,11 = 16.145 r 16.145 _ T 16.145 ! O WIDE FORMAT P- -I -- -P-- P --- �� �;- - 0 BL1B -2 BL1B 4 - BL B 6 T 16.145 T 0 m m H PRINTER r I I € ,I, I P T - r BL1A =23 BL1 B -5 - - = - CD 11 �$ co - I Pr �� m J BL1A 15' L _ - r 1 z I I I r 1 l _ + I , - - l - - =� -_ - _ -I _ _; _ m0 1 . r+ - t7 BL1 -18 t t -� _._ _ - -ll - -- - -- " i P , �l I I II I T I I Ti ; - - - _ - 11 III_ -- -- _ I I - i _ � FAB P� L 1 - - ISSUE BLOCK - DL PRINTER �pp � - 1 ADD#1 01/27/21 BL1 B 77 TP VOICE/DATA BOX PRE -INSTALLED 2 Al 02/26/21 - BY CABINET MANUFACTURER. 4' 3 CCD#2 04/26/21 9'-0" T-5" 1'-11" 9'-1" 9'-0" 9'-0" 10'-0" 9'-01, 1'-0" 12'-4" 10'-0" 10'-0" C - T 4 G D#3 05/11 /21 �P OUTLET BOX PRE INSTALLED BY CABINET 5 CCD#4 06/21/21 ----- MANUFACTURER FURNISH AND INSTALL _ I I RECEPTACLE, COVERPLATE AND CIRCUITRY. PANEL LLQ ! ALL EQUIPMENT IN SINGLE PHASE. II , ROUTE ALL CIRCUITRY THROUGH COUNTERS AND WALLS UNLESS OTHERWISE NOTED. PHOTOLAB POWER PLAN ELECTRONICS POWER PLAN - I I' 4 I 17 ( 1 /8" 1/4" = 1'-0' 3,, LLQ -41 VIA CONTACTORI LLQ -28 VIA EC SHALL ENSURE EACH PRE -WIRED 5 CHECKED BY: CM CONTACTOR LC1 EXISTING CHECKOUTS POWER POLE CIRCUIT IS ENERGIZED WITH THE CIRCUITS AS INDICATED DRAWN BY: PT 96W +20,� BEING REMOVED: 16.492 ( ) 1 II ;i !II, PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 I � 16.489 LQ 1i44 VIA Ibf�ITACTOR LC1!`, ;'� CHICKEN WARMER POWER FOR NEON SIGNAGE:-PART (2/2) COORDINATE EXACT LOCATION ABOVE COOLER WITH WALMART - - j I I CONSTRUCTION MANAGER PRIOR TO ROUGH -IN, TYP OF 3. LLI+� 44 VIA --_ - 4 4'�, �. 3 IL I li I II C�IIN�ACTOR LC1 '� I in � MODULAR OUTLET BOXES AND WIRING FURNISHED �I III I E3 BY OWNER, INSTALLED BY EC. MOUNT BOXES TO RECEPTACLES FOR OVERHEAD BEER, II �I� �� �I PART (1/2 € r � 80B v I WINE, AND SPIRIT SIGNS TO BE II � ) � N I � I WALL BASE PLATE OR BACK OF GONDOLA. ,� \ 4 l PICKUP 1 ?r \ TOWER 80A I TYP VERIFY LOCATION WITH SIGN INSTALLER l �" _' I ! f 16.492 -- 13' - 3" 1' - 10" 11' - 2" 28' - 7" 8' - 3" 2' - 5" 10, - 8" 10' - 8" 10' - 8" 10' - 8" 2' - 1 - 9' - 20' - 6" 7' - 5" E3 INSTALLED 1 -0 ABOVE CASE OR SHELF. PRIOR TO INSTALLATION, TYP OF 4. I LQ -39 VIA PART 1/2 WMRE TEND I __--' _ VIA € a =- CDU-FE - I LLQ 43 I ', � I ION _ ACTOR it -, - ! 16.145 II �I - i 'I I A WMRECDU FET END -- N III I� i - -------•------ �I. ' w -- - - - -- - _- -_ - I'rCONTACTOR L�1 c" I� �� � �` �I I ;. j 16.145 I �� 16.032 I �� I -'' CONNECT TO I _ _._ r - �F--- ,i - POWER ZONE 18 -- � I l _ _ II L4D3 16---; L3U 5 �I I � I TWISTLOCK, TYP � - -�� _ I I 14 -- i L3U �1 16 5 �I f1 -'e II I J- 1 4 J - 16.145 6.1 5 i III I 'T _ 1 -24 - I L3D L4D3 6 �I - - - - - C� - , _ urn I � L3D1 -12'I ;i li v � _ B L4D2 28 L3D1 - }- - i �� I _ 16.145 16.145 � � 16.14516.145 I I ' - - I 16.145 L4D3 14 16.145 II ,, it -- - ' �, r- 1 - 3D1 -81 I - - - �_"�-�-.: - - t3U 9 - t- -� `, � � � � 4D - 2 I � I -� c� I � L3D2 -32 � _ L4D1 29 ,, � L3D2 36 ,, � L ®� 12 , L3D2 -40 I 1 38 �i, fl L 3 4 --,._ 16.032 16.145 { - , l 96W,+20 �- 96L, +20 �. L4D3 4 _ Il - 2 3D1 - 1 16.145 ill I� I"_._ I II II I;., ' I � I � � _ I .L. __ _-� � � '; 1 ' � rM 16.145 j _ L3U 7 o rtI - - 3 TYP OF 3 i 0 _ L3D1 - 4 - , III L4D3 112 m _ LID- 'I ill I I .bo � _ I ;- � .: � L3U 5 � i' IIII �I,' �I, IL� II � '. �� ,I '�I�I � � - ,� --�. -. L3D1 - 8,10 � I __ --: -----I I13U 1 L3U 3 I _ _ _ N I ��II -L4p1 28 -L3 17 II U 19 _ - _ " P - -i ! �,!� -J! r' - t 6 L4D3 - 2 L4D2 -30 16.032 - �� L3U 11 co L3D1 - 16.145 RE1 16.145- - 0 N �� - - 16.145 rn U- �I 16.032 16.032 _. L3D3 - - 16.032 �" 16.145 L3U -9 _ ' II Il - 4 16.032 - _- -=- 8 L -21 3D1 8 �; L3U -17 h _>� L3D1 -2 _--- - - 16.032 16.032 3D1 - 1 ch - 16.145 _ - 0 - 16.032 _16.032 - - - -- 1 1 - - - �1� 4"A I � ,i ,Q I L3D1 - 4 16.032 CN - I r L4D3 12 ao ,L3U 1 �� � 'L3U 5 Il - 2 0 16.032 16.145 16.145 16.145 16.145 I I; - Ali-- - �IL - �, ,,i h - - Il -10 L3D3 -14 _ ,!, '' L3D1 -6I - - I I L4D3 - 4 J��I h; _-I Ln { o L4D1 -26 Il -34 Il -38 Il -42 <„ L3U -9 �I ( ��� s --- - - - - Il - 81`- LLQ -43 VIA --=r �= M --- --- - - - -- - ... i L3D1 2 -- -- G a �L4 3 -6 - L3D1 - 1 ��� E �i CONTACTOR LC1 € _ _ 16.032 - ll I i, L3D1 - 4 j 4 . 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P . � � _ 1 .4 CONTACTOR LC2 L4D3 - 2 L4D3 -8 --- --- - -- -- - -- - ----' �I -- -- - �� .• �� ��� 96L, +20 , 6 93 - ] - - - - - - - - - -- L4D3 - 4 TYP OF 3 - - -� 16.201 iv - WMRECDU-FET-END � � = - UNA1-E��� ETR IT - ..il CONNECT TO L4D3 -10 -- - - - - - - 11111111 ---� T ISTLOCK, 2' - 101, 06/21/21 CL ET - - - - -. - - ! 4 RECDU FET EN W 2' _ 6,� TYP 16.145 WM - - D ,. -10" 8'-10" 14'-8" 15'-11" 8'-2" 10'-8" 10'-8" 10 -8 10 -8 7 -11 - > - w� ENLARGED N 01 POWER U. 1 FRONT CHECKOUT POWER PLAN PLANS 1 /8" = V-0" a w N 2 LIQUOR BOX POWER PLAN 1/8" = 1'-0" EXISTING CONDITIONS WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING ORIGINAL DRAWINGS AND MAY NOT REFLECT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND 0 1- EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE /2` SHALL FIELD VERIFY ALL EXISTING CONDITIONS TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES r NEW SHEET ADDED PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR NOT RELIEVE THE RESPONSIBILITY OF PERFORMING o °i SHALL CAREFULLY COORDINATE NEW WORK AND THE WORK PROPERLY. NO ADDITIONAL SHEET: ai DEMOLITION WITH ALL OTHER DISCIPLINES AND COMPENSATION SHALL BE ALLOWED BECAUSE OF E2.3 EXISTING CONDITIONS. CONDITIONS THAT OCCUR DUE TO FAILURE TO N FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. N co U - - - _--- ,Irel lli Bolan - - .. i i c � � �I-T� I I I 1 d I I I I I € k _uu m.a w- I . I CL C4 v BUS AMPS: 1 OOA MAINS SIZE/ TYPE: 1OOA/MLO VOLTSIPHASE: 480YI277 V 3PH, 4W SECTIONA PANELBOARD: H4C (EXISTING) AIC RATING: 14,000 SERVES: GROCERY LIGHTING MOUNTING: SURFACE LOCATION: EDC#4 EQUIPMENT GROUND BUS CKT NO. DESCRIPTION WIRE BKR AMP P A B c P BKR AMP WIRE DESCRIPTION CKT NO. 1 PRODUCE/SEAFOOD LTGC 20A 1 2600 VA 2680 VA RN,�'�4.,,p g�,,� g, wk gg -gy, -gp;� 1 20A RADIO GRILL LIGHTING (13) 2 3 BAKERY LIGHTING (13) 20 A 1 2670 VA 1900 VA I 20A F. GROCERY STOCKROOM (13) 4 5 DELI LIGHTING (13) 20 A 1 NINE— IN 3740 VA 3116 VA I 20A COURTESY DESK LIGHTING(19) 6 7 MEAT PREP (13) 20 A 1 1770 VA 1296 VA v� pp 1 20A VESTIBULE LIGHTING(19) 8 9 PRODUCE LIGHTING (19) 20A 1 2403 VA 2250 VA 1 20 A - TENANT SPACE LIGHTING (13) 10 11 PRODUCE LIGHTING (19) 20A 1 w 2170 VA 4432 VA 1 20A - EXISTING LOAD (22) 12 13 EXISTING LOAD (22) 2UA 1 4432 VA 0 VA 6PAGE 14 15 EXISTING LOAD (22) 20A 1 4432 VA OVA - !SPACE 16 17 EXISTING LOAD (22) 20A 1 iffi ­ ',- p�, __ 51", "rOM p, 4432 VA 0 VA - ISPACE 18 Total Load: 12778 VA 13655 VA 7890 VA Total Amps: 46 A 50 A _I 65 A TOTAL DEMAND Total Conn. Load: 44323 VA Total Est. Demand: 40789 VA Total Conn.: 53 A Total Est. DernandA 49 A PANELBOARD NOTES: FED VIA 60A,3POLE CIRCUIT BREAKER IN PANEL H4B. BUS AMPS: 400A MAINS SIZE/ TYPE: MILO VOLTS/PHASE: 480YI277 V 3PH, 4W ISECTIONA PANELBOARD: 1­1313 (EXISTING) AIC RATING: SEE ONE -LINE SERVES: 480V DISTRIBUTION MOUNTING: SURFACE LOCATION: EDC3 EQUIPMENT GROUND BUS CKT NO. DESCRIPTION WIRE BKR AMP P A B c P BKR AMP WIRE DESCRIPTION CKT NO. 1 PANEL H3P (13) 200 A 3 29740 VA 0 VA g- DEDICATED SPACE 2 3 26680 VA 0 VA DEDICATED SPACE 4 5 24020 VA 0 VA DEDICATED SPACE 6 7 TRANSFORMER T313 (13) 225 A 3 54820 VA 0 VA DEDICATED SPACE 8 9 gwmgga g" 52920 VA 0 VA DEDICATED SPACE 10 11 48470 VA 0 VA DEDICATED SPACE 12 13 IRRIGATION PUMP (13) 20 A 3 3050 VA 9720 VA 3 50A AIR DOOR #2 (13) 14 15 3050 VA 9720 VA 16 17 3050 VA 9720 VA 18 19 TRANSFORMER T31) 4 70A 3 0 VA 5000 VA '02 0 3 30A WH4 SALON (13) 20 21 0 VA 5000 VA 22 23 0 VA 5000 VA 24 Total Load: 102330 VA 97370 VA 90260 VA Total Amps: 373 A 355 A 326 A TOTAL DEMAND Total Conn. Load: 289960 VA Total Est. Demand: 260964 VA Total Conn.: 349 A Total Est. D amand: , 314 A PANELBOARD NOTES: FED VIA 40OA/3P BREAKER IN PANELBOARD H1 B2 PANELBOARMI-1D (EXISTING) BUS AMPS: 225A EQUIPMENT GROUND BUS MAINS SIZE/ TYPE: 225A/MCB AIC RATING: 10,000 ISOLATED GROUND BUS VOLTS/PHASE: 208Y/120 V 3PH, 4W SERVES: GENERAL POWER SECTIONA MOUNTING: SURFACE LOCATION: EDC1 CKT NO. DESCRIPTION WIRE BKR AMP P A B c P BKR AMP WIRE DESCRIPTION CKT NO. I 3 HAND DRYER (2,6,19) HAND DRYER (2,6,19) 10 10 20 A 20 A 1 1 1450 VA __ i, ­1 -,­, 1,11 2250 VA ffi 11111-111­� 1450 VA 310" 2250 VA ki A 2 30A WH-2 (19) 2 4 5 HAND DRYER (2,6,19) 8 20A 1 4�_444401� 1450 VA 1230 VA 1 20A MOVEABLE RACKS (13) 6 7 WH-6 (13) - 20A 1 2000 VA 1230 VA E� N1 3 1 20 A MOVEABLE RACKS (13) 8 9 MGMT RM OUTLETS (13) 20A I 4_Ml"��'ffi WN w I'S is ON" 540 VA 720 VA 1 20A BREAKRM/STOCKRM RECS(19) 10 11 MGMT RM OUTLETS (13) 20 A 1 'gg 540 VA 1360 VA 1 20A COFFEE MAKER(19) 12 13 TRAINING RM OUTLETS (13) 20A 1 1080 VA 1090 V. 1 20A IREFRIGERATOR(19) 14 15 FLOOR SCRUBBER (13) 20A 1 I'M 1200 VA 1090 VA MMI 20A REFRIGERATOR(19) 16 17 FLOOR SCRUBBER (13) 20A 1 In 1200 VA 1520 VA 1 20 A MICROWAVE(19) 18 19 COLUMN RECEPTS (13) 20A 1 1920 VA 500 VA M"N'S' I 20A VENDING MACHINE (13) 20 21 COLUMN RECEPTS (13) 20 A 1 g gs%g- p" 1920 VA 500 VA 1 20 A VENDING MACHINE (13) 22 23 COLUMN RECEPTS (13) A 1 WNW, 1920 VA 500 VA 1 20 A VENDING MACHINE (13) 24 25 GM DOCK RECEPTS (13) - 20A 1 900 VA 500 VA 1 20A VENDING MACHINE (13) 26 27 GM DOCK RECEPTS/RTU 35 (13) - 20 A 1 E 910 VA 500 VA 1 20A VENDING MACHINE (13) 28 29 STOCKRM RECS (13) - 20A 1 1.111�9NIPM�-IM17' MV, ag" Ag- W 1190 VA 500 VA I 20A VENDING MACHINE (13) 30 a I CLA11vIS/STCKRM RCPTS (13) 20A 1 900 VA 540 VA 1 20A EWC'S (13) 32 33 EF-8/EF-10/MGRS WS (13) 20 A 1 720 VA 250 VA 1 20 A REAR TOILET SENSORS �131 34 35 EF-9 (13) 20 A 1 1660 VA 1280 VA 1 20 A WON - DOORS (13) 36 37 UPC ROOM (13) 2UA 1 540 VA 400 VA RAW 1 2UA I RAINING ROOM TV (13) 38 0 1 EXISTING LOAD ( 2) 40 31' 110ELITACIPEIAT =0 #2A .L 011 I 360 VA 1 20A EXISTING LOAD (22) 42 b- 45 c f —o uTL ETs TA — =-T EDC EMS EQUIP (13) 'A.,A 20 A I 1 IZU VA 33UU VA . . . . . . . . . . -_ 200 VA 2800 VA 7 u, 2 20A PNLBD LIU (13) 44 46 47 TRAINING RM OUTLETS (13) 2U A 1 W, z 1080 VA 360 VA 1 20A -- LOCAL TELE BOARD (13) 48 49 TRAINING RM OUTLETS (13) 20A 1 1080 VA 540 VA S� 1 20A ALARM BOARD (13) 50 51 TRAINING RM OUTLETS (13) 20A I 1080 VA 1080 VA 20A SOFTLINES/DSD DESK 52 53 AC-1 (13) 20 A 1 0 01 IN; 2000 VA 00 VA I 20A I...GR 'S IG OUTLETS (13) 54 55 57 AC-2 (13) LOCKUP RM/NEON/EF-G4 (13) 20A 1 2000 VA 360 VA 1310 VA 1200 VA ,ffi§j 1 20A EXISTING LOAD (22) 56 I 20A BIKE RACK (13) 58 59 DSD/CORRIDOR/RTU-28 (13) 20A A. NN",_ WIN I Us, 1270 VA 360 VA 1 20 A EXISTING LOAD (22) 60 61 AHU-3/RTU-22-26 (13) 20A 1 1080 VA 1800 VA % 001 1, 1 20A IBM BLADECENTER (13) 62 63 RTU 29-34 (13) 20A 1 1080 VA 360 VA 1 20A EXISTING LOAD (22) 64 65 JIB CRANE (13) 20 A 1 1080 VA 360 VA 1 20A EXISTING LOAD (22) 66 67 DELI WASTE OIL TANI (13) 1 1820 VA 360 VA to §1 1 20A EXISTING LOAD (22) 68 69 ELECTRONICS C/W (13) ZU A 1 po" 960 VA 360 VA I 20A EXISTING LOAD (22) 70 71 MOBILE ELEC AN ACCESS (13) 20 A 1 E 0 360 VA 360 VA 1 20A EXISTING LOAD (22) 72 73 MUSIC SIDE & PRICE VER (13) 20 A 1 540 VA 360 VA 1 20 A - EXISTING LOAD (22) 74 75 EXISTING LOAD (22) 20 A 1 360 VA 360 VA 1 20A - EXISTING LOAD (22) 76 77 BIKE RACK (13) 20 A 1 w 79 EXISTING LOAD (22) 20A 1 360 VA 360 20 A EXISTING LOAD (22) 80 ZACK (13) 20 A 1 00 VA 360 VA I 20A EXISTING LOAD (22) 82 L 83 _[ETI�_�ZN LOAD (22) 20A 1 360 VA 360 VA 1 20A EXISTING LOAD (22) Total Load: 29980 VA 25660 VA 25516 VA Total Amps: 250 A 214 A 213 A TOTAL DEMAND Total Conn. Load: 81156 VA Total Est. Demand: 74093 VA Total Conn.: 225 A Total Est. Demand: 1206 A PANELBOARD NOTES: 5 5 BUS AMPS: 225A MAINS SIZE/ TYPE: 225A/MCB VOLTS/PHASE: 208Y11 20 V 3PH, 4W SECTIONA PANELBOARD: 1_11312 AIC RATING: SERVES: MOUNTING: LOCATION: (EXISTING) 10,000 GENERAL POWER SURFACE EDC1 EQUIPMENT GROUND BUS ISOLATED GROUND BUS CKT NO� DESCRIPTION WIRE BKR AMP P A B c P BKR AMP WIRE DESCRIPTION CKT NO. 1 BUSWAY BLIA (13) - 100 A 3 7040 VA 4620 VA 3 100 A BUSWAY BLI B (13) 2 3 6440 VA 4560 VA 4 5 4480 VA 3180 VA 6 7 BREAKRM INSECT CNTRL(19) - 20A 1 180 VA 360 VA I 20A EXISTING LOAD (22) 8 9 TEXILON CHARGERS RECS (13)_ 20A 1 720 VA 100 VA 1 20 A EXISTING LOAD (22) 10 I I RECEIVING CHARGERS (13) - 20 A I 'A 2 1170 VA 360 VA 1 20 A EXISTING LOAD (22) 12 13 TEXLON CHARGERS RECS (13) - 20 A 1 1170 VA 180 VA 1 k". 1 4 1 20 A EXISTING LOAD (22) 14 15 BIKE ASSEMBLY RECS (13) 20A 1 360 VA 180 VA 1 20 A - EXISTING LOAD (22) 16 17 EXISTING LOAD (22) - 54 360 VA 360 VA 1 20 A - EXISTING LOAD (22) 18 19 DANNON COOLER (13) 20 A 1 1000 VA 360 VA 1 20A - EXISTING LOAD (22) 20 21 DANNON COOLER (13) 20A 1 1000 VA 360 VA , 1 1!1, 1 20A EX STING LOAD (22) 1 22 23 MICROWAVE 20A 1 igww "M 1520 VA 360 VA 1 20A EXISTING LOAD (22) 24 25 FREEZER 20 A 1 310 VA 360 VA 20A EXISTING LOAD (22) 26 27 MODULAR CABINET RECS 20A 1 360 VA 360 VA 1 20 A EXISTING LOAD (22) 28 29 PLUGMOLD RECS 2n A 11 1 All W 1920 VA 360 VA 1 20 A EXISTING LOAD (22) 30 31 MICROWAVE 20A 1 1520 VA 14 50 VA 1 20 A 10 HAND DRYER(2) 32 33 TECH BAR RECS 20A 1 Z11 1080 VA 1450 VA S-11n 0, n H AON IaLDD &2)- - - - .1 1HA D AR�-1:�(§j 36 35 PLUGMOLD RECS 20 A 1 A R 1920 VA .20. A. .1 14� � 2QA I �! , 111A An X/A �tl 00 rw� M SMN- c 39 HARDWARE-11A(6) 6 20 A 1 1080 1 20 A OVERHEAD BEER SIGN 40 H� RDVyyEj1AL6)_, 2gA.1 _1 1b86 vA 1440 VA 1 20A RECEPTACLES 42 4,;41 % ZUJbU VA 0 VA Total Amps: 173 A 171 A 160 A TOTAL DEMAND Total Conn. Load: 6011 OVA Total Est. Demand: 55942 VA Total Conn.: 167 A Total Est. Demand: 155 A PANELBOARD NOTES: BUS AMPS: 225A MAINS SIZE/ TYPE: MLO VOLTSIPHASE: 208Y/120 V 3PH, 4W SECTIONA PANELBOARD: L3DI AIC RATING: SERVES: MOUNTING: LOCATION: (EXISTING) 10,000 GENERAL POWER SURFACE ELEC ROOM 3 EQUIPMENT GROUND BUS CKT NO. DESCRIPTION WIRE BKR AMP P A B c P BKR AMP WIRE DESCRIPTION CKT NO. PANEL L3U(13) 50 A 2 3072 VA 40P.Wi HECKOUT COO 3 W - _165,VA 1 20 A 10 FRONT CHECKOUT(6,19) 4 5 7 WH-1 (13) 30 A 2 2250 VA I 528 VA I 20A FRONT CHECKOUT(6,19) 6 1'k; 20A F _,4RO14T QHE CKQUT�CQQLE&2) 9 HAND DRYER(2) 8 20 A 1 8. A' FTrO RT CME CR 07 (M 9r �i 11 RECEPTACLES 20A 11 13 PHARMACY OUTLETS(13) - 60A 3 600 VA 006VA 511" 15 600 VA 2000 VA 1 20 A vvH-5(13 16 17 W " " 1 600 VA 1 20A FRONT TOILET SENSORS(113) 18 19 RCUI FANS/LIGHTS 20A 1 588 VA 360 VA 1 20 A 10 LBX APPAREL (16,9) 20 21 12B PAINT MIXER (6,19) 10 20A 1 720 VA 644 VA 1 20A 12 32A JEWELRY (19) 22 23 12B PAINT MIXER (6,19) 8 20 A 1 �WRIA ME-0 1220 VA 900 VA 1 20A 8 FTR FITTING RM (6,19) 24 25 12B PAINT TINT (6,19) 8 20 A 1 1080 VA 1080 VA &N I 20A COLUMN OUTLETS(13) 26 27 12A COLOR CHIP BOARD (6,19) 10 20A 1 456 VA 1440 VA �L-04, I 20A - COLUMN OUTLETS(l 3) 28 29 JEWELRY/SDWLK REG(13) 20 A 1_ 240 VA 1080 VA 1 20 A - COLUMN OUTLETS (13) 30 31 GARDEN REGISTERS(13) 20 A 1 360 VA 1 20 A -- RTU'S 8,9,10,11,12(13) 32 33 ELECTISPORT REG(13) 20A 1 960 VA 0 VA I 20A 10 HSC 1 (6) 34 35 SURVEILLANCE SYSTEM(13) 20 A 1_ SURVEILLANCE SYSTEM(13) 20 A 1 1140 VA 11' NA '10' 141­GTTTrCASIRE!T1rCPT(63-_ ELFC C OU,56j 9) RTU'S 16,17,18,19(13) - 20A 1 2 V ;-"'I 2U_ EDC 3 OUTLET(13) - 20A 1 180 VA VA 1 20 A OUTLETS PAINT SHAKER(13) 42 Total Load: 14070 VA 15986 VA 11968 VA Total Amps: 120 A 136 A 100 A TOTAL DEMAND Total Conn. Load: 42024 VA Total Est. Demand: 39400 VA TotalConn.: 117A Total Est. Demand: 109 A PANELBOARD NOTES: FED VIA 15OA-3P CIRCUIT BREAKER FROM PANEL 1_313 BUS AMPS: 225A MAINS SIZE/ TYPE: MILO VOLTS/PHASE: 208Y/120 V 3PH, 4W SECTION1 PANELBOARD: L3D2 AIC RATING: SERVES: MOUNTING: LOCATION: (EXISTING) 10,000 MISC. 120V POWER SURFACE MOUNT EDC 3 EQUIPMENT GROUND BUS CKT NO. DESCRIPTION WIRE BKR AMP P A B c P BKR AMP WIRE DESCRIPTION CKT NO. I SODA MACH INES(l 3) 20A 1 1500 VA 1320 VA 1 20 A GRDN CTR DOOR/OUTLETS(13) 2 3 SODA MACHINES(13) 20 A 1 M511.11 I _pw L 1500 VA 1080 VA 1 20A GRDN C1W & RTU-20(13) 4 5 ICE MERCHANDISER(13) 20 A 1 - a 500 VA 60 DEN CENTER DOOR(13) 7 EXISTING LOAD(25) 100 A 3 ,y� 600 VA 1430 VA g, 'g�­ 41=6 1 20 A AIR FLOW FANS(l 3) 8 9 600 VA 1720 VA I 20A RETRACTABLE SIDEWALL(13) 10 11 i gg "57, , 600 VA 820 VA 1 N A rRACTABLE SIDEWALL(13) 12 13 DOOROERATOR(13) 20 A 1 1200 VA 1080 VA vgg 1 20 A LEXAN CANOPY OUTLETS(13) 14 15 DOOR OERATOR(13) 20A 1 1200 VA 1080 VA SHADECLOTH OUTLETS(13) 1 u 19' 0 C HARIJWAkE-1IA(6,1§) 20 A 1 1260 VA 1 20 A 6 SHADECLOTH OUTLETS(6,19) 18 '11060 VA 1 2U A -- GARDEN REMOTE C/W(13) 20 -U� �9 r2Oyq ';6 -ZI 1� 7- 1430 VA 1 20 A DRY PIPE SYS COMPRESSOR(13) 22 1 20 A AIR FLOW FANS(13) 24 ZU A g _g, I 20A LEXAN GABLE FANS(13) 25 27 COLUMN OUTLETS(13) 20A 1 540 VA 1660 VA 1 20A LEXAN GABLE FANS(13) 28 29 COLUMN OUTLETS(13) 20A 1 900 VA 9.�4.V&' ffl t 4 20 8 7E b AC 1- P CHECROUTICOOCER(6,19) 6 31 ISC'S/PICS-TV(13) ZU A 1 35 EXTERIOR OUTL:-TS(13) 20 A 1 1200 VA 1 20 A 8 SELF CHECKOUT/COOLER(6,19) 36 37 DRINKING FOUNTAINS(13) 20 A 1 0 A 10 SELF CHECKOUT/COOLER(6,19) 38 39 HAND DRYER(l 9) 8 20A 1 -143 -0 VA_ 1 9,2 4 A 1 20A 10 SELF CHECKOUTICOO ER(6,19) 40 41 HAND DRYER(I 9) 8 20A 1 1�[�A 728 ILA 1 1,20k 1� �E4 CHE2�O�TICOOkER(6,1�) g2 7 Total Load: 14522 VA 14782 VA 159VI I VA Total Amps: 122 A 124 A 116A 2 TOTAL DEMAND Total Conn. Load: 43224 VA Total Est. Demand: 40106 VA Total Conn.: 120 A Total Est. Demand: 111 A PANELBOARD NOTES: FED VIA 150A-3P CIRCUIT BREAKER FROM PANEL 1_313 A 1(6�11 , BUS AMPS: 1 OOA MAINS SIZE/ TYPE: MLO VOLTS/PHASE: 120/240 V 1 PH, 3W SECTION1 PANELBOARD: L3U (EXISTING) AIC RATING: 10,000 SERVES: CRITICAL ISOLATED GROUND MOUNTING: SURFACE LOCATION: FRONT ELEC./COMM. ROOM EQUIPMENT GROUND BUS I 6 CKT NO. DESCRIPTION WIRE BKR AMP P nwong A e%.-� B P BKR AMP WIRE DESCRIPTION CKT NO. I - - - - - - - FRONT CHECKOUT(6,1 9) 10 20 A 1 660 VA PHARMACY IG OUTLETS(l 3) 2 3 SELF CHECKOUT(19) 20 k -1 04U VA -I MA PHARMACY IG OUTLETS(l 3) 4 5 SELF CHECKOUT(19) 20A 1 1 MA COURTESY REGISTERS(l 6 7 SELF CHECKOUT(19) 20A 1 1 20A VISION CENTER COMPUTERS(13) 8 9 FRONT CHECKOUT(19) 20 1 *4 j� "'01 1 1 20 A COMM RACK(13) 10 161 4 SELF QHE�KOUTQ9) 20 A I 34"', g 1 20A EXISTING LOAD(22) 12 6 —1 r- — VAM-B'SRIT-OUT CST (rl-) ZU A I 1011 VA _TT0_ "A L 14 DeQ95 "OT "T" 0 180 VA 180 VA 16 SaF CHl5CK0U_r . . . 1 20A MONEY CENTER RCPTS 18 19 SELF CHECKOUT 20 A I SPACE 20 4 301 4 4 S.EkF �H.E�EK2U& A I �g',A­ SPACE 22 23- -- 7PA1C5-_- SPACE 24 25 SPACE 0 SPACE 26 27 ISPACE 0 VA 0 VA SPACE 28 29 ISPACE ISPACE I 30 Total Load: 4764 VA 2916 VA Total Amps: 40A 24 A TOTAL DEMAND Total Conn. Load: 7680 VA Total Est. Demand: 7368 VA Total Conn.: 32 A Total Est. Demand: 31 A PANELIBOARD NOTES: FED VIA 50A-3P CIRCUIT BREAKER FROM PANEL L3B PANELBOARD: L4D3 (EXISTING) BUS AMPS: 225A EQUIPMENT GROUND BUS MAINS SIZE/ TYPE: MLO AIC RATING: 10,000 VOLTS/PHASE: 208Y/120 V 3PH, 4W SERVES: FRONT VESTIBULE SECTION1 MOUNTING: SURFACE MOUNT LOCATION: MECHANICAL ROOM CKT NO. DESCRIPTION WIRE BKR AMP P A B c P BKR WIRE DESCRIPTION CKT NO. 3 MG35 ICE MAKER(13) 100A 3 1 11 1350 VA �60 VA 792 VA 1 20 A FRONT CHECKOUT(19) SELF CHECKOUT/COOLER(19) 4 6 5 7 I 20A SELF CHECKOUT(19) 8 9 MG35B MERCHANDISER(13) 20A 1 ENo'�i` 384 VA_ I 20A SELF CHECKOUT(19) 10 11 WG-7(2) 20 A 1 13 VIDEO GAMES INSECT CNTR(13) 20A 1 720 VA 14 15 SODA MACHINES(13) 20A 1 �11 6QO N.IA �t .2QA .�EJF. qFjE0j0_LjT_CQQLEBC1a). 6" 17 SODA MACHINES(13) 20A 1 Kt:b t IUL URLAM(U) 16 19 MOTORIZED CART(13) 20 A 1 540 VA 540 VA V 3) 21 MOTORIZED CART(13) 20A 1 540 VA 350 VA 1 20 A CASH/COUNTING IG(13) 22 23 DOOR OPERATORS(13) 20 A 1 l"tkiilll 1200 VA VA 1 20 A PORTRAIT OUTLET(l 3) 24 25 DOOR OPERATORS(13) 20A 1 1200 VA 500 VA N 11010 11 M 1 20 A PORTRAIT OUTLET0 3) 26 27 MONITOR RM OUTLETS(113) 20 A I _4 W 900 VA 720 VA I 20A PORTRAIT OUTLET(13) 28 29 MONITOR RM OUTLETS(13) 20A 1 1011 M-1,1 360 VA VA 1 20 A PORTRAIT OUTLET(13) 30 31 ICE COOLERS(13) 20A 1 1100 VA 720 VA EXTERIOR OUTLETS(13) 32 33 VEST OTLTIEF-1 /MG35A(l 3) 20 A 1 540 VA 1120 VA 1 20A CAMERAPOWER(13) 34 35 COURTESY DESK(13) 20A 1 1440 VA 1620 VA 1 20A CAMERA POWER(13) 36 37 COURTESY DESK(13) 20A 1 1260 VA 400 VA 1 20A EQUIPMENT RACKS(13) 38 39 CASH/COUNTING OUT _ETS(1 3) 20 A- 1 7­7 7777M N 810 1080 VA 1 20A REG 7 ICE CREAMI(13) 40 41 RTU'S 1,2,3,4,5,6,7NENDING(l 3) 20 A 1 RE ON - 1-7 1260 VA 600 VA 1 20A REG 7 ICE CREAM(13) 42 Total Load: 10946 VA 12204 VA 13966 VA Total Amp TOTAL DEMAND Total Conn. Load: 37116 VA Total Est. Demand: 33978 VA Total Conn.: 103 A Total Est. Demand: 94 A PANELBOARD NOTES: FED VIA S41D3 150A-3P CIRCUIT BREAKER LOCATED IN EDC4. PANELBOARD: L4D4 (EXISTING) BUS AMPS: 225A EQUIPMENT GROUND BUS MAINS SIZE/ TYPE: MLO AIC RATING: 10,000 VOLTSIPHASE: 208Y/120 V 3PH, 4W SERVES: DELUBAKERY SECTION1 MOUNTING: RECESSED LOCATION: BAKERY CKT NO. DESCRIPTION WIRE BKR AMP P A B c P BKR AMP WIRE DESCRIPTION CKT NO. 1 THERMAL GLAZER (13) - 50 A 2 4160 VA 1910 VA 2 3 0 VA 1910 5 RD9009 8 FT CASE (2) 20 A 2 1464 VA 910VA 6 7 1464 VA 530 VA 8 9 ICINGTABLE(13) 20A 3 11 13 800 VA 0 VA 15 B128 PRROFER (13) 20A 1 W 81" 1000 VA 1180 VA 1 20A B60 BREAD SLICER (13) 16 17 DONUT CASE (13) 20A I VA 1 20A BAKERY FANS (13) 18 19 DELI FANS (13) 20A 1 1000 VA 860 VA 1 20A EF-Gl(13) 20 21 D61 DONUT FINISH TBL (13) 20A 2 "N"i 800 VA 3 800 VA 300 VA 1 A 20A EH-G1 CONTROLS(13) EH -GI LIGHTS (13) 22 24 25 B122A PROOF CONTROLS (13) 20 A 1 530 VA 940 VA 1 20 A DELI FRZR LTS/ HTRS (13) 26 27 B1 14A OVEN CONTROLS (13) 20A 1 11 ME 77777,7577- 200 VA 6W VA _1A, - W 1 20 A -- BAKERY OUTLETS TF - G1 (13) 28 29 DELI SLICERS(6,19) 10 20A 1 ,,5, 1,fl� �,jg% 840 VA 3 20 A 10 HOT DELI CASE RHO122 30 33 EH-G2 LIGHTS (13) 3 35 EH-G2 CONTROLS (13) 20 A I 37 DELI OUTLETS (13) 20 A 1 720 VA 31 OVA 3 40A 8 HOT DELI CASE RHO135 38 39 D2 DELI SLICER (13) 20 A 1 MA, 800 VA 3120 VA 40 41 UZ bLIULK, U1 1 WRAPR (13) 20 A 1 850 VA 3120 VA 42 43 BAKERY OUTLETS (13) 20A 1 1080 VA 4160 VA ?.1 _1� M 3 50A D24 DBL ROSSETRIE (13) 44 45 PICKUP SIGN (13) 20A 1 -1_05', 600 VA 4160 VA W 46 47 BAKERY FRZR HEATERS (13) 20A 1 Mz -200 600 VA 4160 VA 48 51 BLAST CHILLER (6,23) 10 30A 3 2162 VA 4320, VA 3 45A D24 DBL ROSSETRIE (13) 52 53 2162 VA 4320 VA 54 55 2162 VA 4320 VA 11111 11 �, 56 57 ISLAND H OT CASE (13) 800 VA 0 VA I'M SHUNT TRIP (13) 58 59 �114111 _`111 800 VA , 600 VA 1 20A DELI MONITORS 60 Total Load: 29657 VA 29433 VA 26777 VA Total Amps: 251 A 249 A 223 A TOTAL DEMAND Total Conn. Load: 85866 VA Total Est. Demand: 79661 VA Total Conn.: 239 A Total Est. Demand: 221 A PANELBOARD NOTES: FED VIA 225A/3P ENCLOSED CIRCUIT BREAKER IN EDC#4 w U) D 06 W , 5E mu� w �z E w z �� w- 0 z 0 0 w- w �F­ z 0 u3w -T n- Z, wo F_ za W' " 0 lw,� 6;� 0 W aj R u, of 0. � w 0 of C-u 0 5 �! �i W w W LLI z F LLi U) z 0 w w w z x fil U) 0005Fwa-a-womm U) z z 0 C) Of co (L T %0 T_ C14 0) LO (__D C:::) c1r) c') LL LL cf) F- 0 p 0- Z a 04 W > g—, N CO 0 Lu (D T_ Nc1r) (0 w DO 2 D z co 0 ISSUE BLOCK 1 ADD#1 01/27/21 2 ADD#3 02/26/21 3 CCD#1 03/29/21 0 ukluFF15 05/11/21 6 CCD#4 06/21/21 CHECKED BY: CM PR T Y E: 09/25/20 DOCUMENT DATE: 11/06/20 G E N,§ No 76917 -53 0 S 411 141 'it I i 06/21/21 PANELBOARD SCHEDULES 0 9�! ENTIRE SHEET REVISED REFER TO SHEET E4 FOR PANELBOARD NOTES EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. ' NO ADDITIONAL COMPENSATION SHALL PE ALLOWED BECAUSE OF CONDITIONS THAT occOR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. SHEET: E4. 1 1� W D o=�wa"ow��wZ F- ZU LL$ W w=2a��Z�tw-zoo aw ,--'w�w O ¢ ax¢�0OUOQ�Q �1-���0� Z d o�� w x O ��ZNO��WLLJwxoo Q ()UQco� OOUofKz} FL O7F-OV�}wwcn¢ �UZ Z d p to W U� J� w w Z W Q cn¢z u-wLL000�¢OU =z0¢LL2 wrzzafmw U) r 0o00Pwwaaw0mm U) F— Z Q H J D U) Z O U x 0o a O 0 f rn O c::--) jcM O� �LL �C J J O a- ]: a O W O M Lo / N Z o w N T J O O W N' r- W m Z m O n ISSUE BLOCK 1 ADD#1 01/27/21 2 ADD#3 02/26/21 3 CCD#3 05/11/21 4 CCD#4 06/21/21 CHECKED BY: CM DRAWN BY: PT PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 %`W 111111►i'rt ;,.FRpDEEp�I�,, �:cn No 76917 06 21 /21 PANELBOARD SCHEDULES SHEET: E4.2 GENERAL TELECOM NOTES a 9 DATA SCHEDULE DATA SCHEDULE DATA SCHEDULE VOICE SCHEDULE 0;M o o g i CABLE LOCATION - DESCRIPTION TYPE PH CABLE LOCATION - DESCRIPTION TYPE PH CABLE LOCATION - DESCRIPTION TYPE PH CABLE LOCATION - DESCRIPTION TYPE PH PHONE RESTRICT CLOSET 08.02.19 W G G V b MODEL Y/N/TOLL 1. VOICE/DATA OUTLET BOXES AND CONDUITS .,gO 1�9 I.t0 n � - , D-BKTV-1 BAKERY 2 D-CCK3 CONNECTION CENTER KIOSK 2 D-EMR01 VISION CENTER PC 2 V-104 PHOTO LAB DESK 2 7960 N PROVIDED BY ELECTRICAL CONTRACTOR o Z : o o I o:'4. i -_ NInn� n,w �1 D-BKTV-2 BAKERY 2 D-CCK4 CONNECTION CENTER PRT 2 D-EMR02 VISION CENTER PC 2 V-105 SALES -ELECTRONICS DESK 2 7960 T - D-DELI/04 DELI SCALE 1 D- V-109 SALES -SPORT GOOD DESK 2 7960 T TELECOM SYMBOLS � ,5 D-REG01 CHECKOUT REG 2 D-DELI/05 DELI SCALE 1 -VCO2 VISION CENTER TERM 2 V-111 SALES-HARDWARE/PAINT DESK 2 AEGIS-10 Y .fA LEGEND 0 D-REGO2 CHECKOUT REG 2 D- LI/ I PA -VC03 VISION CENTER TERM 2 V-129 CONSOLE DESK 2 7960+7914 Y D-REG03 ��, CHECKOUT REG D-DLTV-1 DELI 4 2 -VC04 VISION CENTER TERM 2 2 V-142 TLE WALL 1 AEGIS-10 N 08.02.19 / k D-REGO4 CHECKOUT REG D-DLTV-2 DELI 2 -VC 6 VISI NC NT R TE M V-144 SALES -FABRICS DESK 2 AEGIS-10 Y (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS)r Q D-REGO5 CHECKOUT REG D-DLTV-3 DELI 2 4 V-191 VISION CENTER DESK 2 7960 N _V '� D-REGO6 CHECKOUT REG 2 D-ELTV-1 ELECTRONICS 2 V-192 VISION CENTER DESK 2 7960 N SYMBOLS DESCRIPTION ..•�W V 11 D-REGO7 CHECKOUT REG 2 D-ELTV-2 ELECTRONICS 2 V-193 VISION CENTER DESK 1 7960 N U D-REGO8 CHECKOUT REG 2 D-ELTV-3 ELECTRONICS 2 V-196 VISION CENTER DESK 2 7960 N VOICE/DATA BOX � °3 D-REGO9 CHECKOUT REG 2 D-REG66 ELECTRONICS REG 2 97 V O E R 6 N (BOX AND CONDUIT BY OTHERS) V D-REG10 CHECKOUT REG D-DT3-01 MONEY CENTER 2 V-217 CHECKOUT WALL 2 EBW Y v D-REG11 CHECKOUT/SCO REG D-DT3-02 VOICE/DATA BOX MONEY CENTER 2 V-218 CHECKOUT WALL 2 EBW Y 4 D-REG12 CHECKOUT/SCO REG 2 D-DT3-03 MONEY CENTER 2 V-221 CHECKOUT WALL 2 EBW Y TELEPO WER POLE D-REG13 CHECKOUT/SCO REG 2 D-MCTV-1 MONEY CENTER 2 V-222 CHECKOUT WALL 2 EBW Y w LL w Z W } OF LL Q O Q D-REG14 CHECKOUT/SCO REG 2 D-MCTV-2 MONEY CENTER 2 V-225 CHECKOUT WALL 2 EBW Y L1J J CABLE IDENTIFICATION NUMBER o_�� a oz � 0)� i D-REG15 CHECKOUTlSCO REG 2 D-PBC-01 MONEY CENTER 2 V- 6 C K T A W V-95 Z) O D-REG16 CHECKOUT/SCO REG D-PBC-02 MONEY CENTER 2 V-326 CONNECTION CENTER DESK 2 7960 N - LLO z O z w �_= W pw- =OQN D-REG17 CHECKOUT/SC0 REG D-PBC-03 MONEY CENTER 2 V-359 MONEY CENTER 2 TYPE VOICE/DATA ( ) � Q Z W N>_ Q~§ d= Q O O O a O L 7 D-REG18 CHECKOUT/SCO REG 2 D-PBC-04 MONEY CENTER 2 V-956 TLE PF-143 1 d Q I= F<¢ , W= W 00 F-= cowo D-REG19 CHECKOUT/SCO REG 2 D-MGH01 MY GUIDE HUB, FITTING ROOM TERM 2 V-967 VISION CENTER DESK 1 O CONDUIT DROP O N W z a p z, 0 w w D-REG20 CHECKOUT/SCO REG 2 D-REG70 OPEN REG 2 V-968 VISION CENTER FAX 1 _ 0 C7 O Q to � 0 0 0 W z} ' Z LL d O W W J 0 D-REG21 CHECKOUTISCO REG 2 D-RXTV01 PHARMACY TV 1 V-976 SALES -SPORT GOOD-HUNT/FISH MODEM 2 a CONDUIT SLEEVE I_ �--� d Z W W U W Z I- w D-REG22 CHECKOUT/SCO REG D-FUJIV PHOTO LAB PC 2 V-984 MONEY CENTER 2 p �n 0 W w w w z D-REG23 CHECKOUT/SCO REG 2 D-PHSR PHOTO LAB PRT 2 �QZF-LLw LL00 COQO� 2 Z O Q� W x K Z K x W y W I-000 i.-�tla LLJ D-REG24 CHECKOUT/SCO REG D-WFPRT PHOTO LAB PRT 2 D-REG25 CHECKOUT/SCO REG 2 D-DPC01 PHOTO LAB-KIOSK"TO FUJI HUB" KIOSK 2 KEYNOTES D-REG26 CHECKOUT/SCO REG 2 D-DPCO2 PHOTO LAB-KIOSK"TO FUJI HUB" KIOSK 2 D-REG27 CHECKOUT/SCO I REG 2 I D-Di PHOTO LAB -KIOSK -TO FUJI HUB" KIOSK 2 D-REG28 CHECKOUT/SCO REG 211D-REG67 SALES -ELECTRONICS REG 2 D-REG29 CHECKOUT/SCO REG D-PRT77 SALES -SPORT GOOD PRT 2 D-REG30 CHECKOUT/SCO REG D-PRT78 SALES -SPORT GOOD PRT 2 D-REG31 CHECKOUT/SCO REG 2 D-REG78 SALES -SPORT GOOD TERM 2 D-REG32 CHECKOUT/SCO REG 2 D-REG77 SALES -SPORT GOOD REG 2 D-REG34 CHECKOUT/SCO REG 2 D-ACTV-1 TLE 2 i D-REG35 CHECKOUT/SCO REG 21 D-ACTV-2 TLE 2 Z — ___ ____ __ - - D-REG36 CHECKOUT/SCO REG D-REG90 TLE REG 1 i D-REG37 CHECKOUT/SCO REG 2.1 D-CFS01 VISION CENTER TERM 2 J D-REG38 CHECKOUT/SCO REG 2 I D-CFS02 VISION CENTER TERM 2 Cn q q 4 z D-C K1 CONNECTIO CE TER KIOSK 2 D-CFS03 VISION CENTER TERM 2 _ U 2KCC-D RETNEC NOITCENNOC KSOIK 2 40SFC-D RETNEC NOISIV MRET 2 -- - -..tea•- - _ _. mow. .mra- ,amm- ter- ter- --- -- - sae.-w- -- • - -- -- --+mm,_.--a..--- a----ems-Sao°-- ------,—ar-"-",- .tee-,-,-"�-"-"," -,-,-,",-ws-"--v-,—-..-, vow- -- ems- - -* -___ - - my:> was- vim- - - mac- .- /_-� Of 1 2 3 4 5 6 7 8 9 10 11 12 13 13.6 14 15 m , 0 0 'r 1.0 N d - - --, L I 6 i;- J' - (� J -LL W-- _ I -- -- d % LL -- _ - _ D FUJIV I L�. �,1, , I, I,, � I _ I D-FDL-1 I I I I -� ; --- - - -- - - - -- --- ft [ - _ - . D-PHSR J 1 s - - - O - - - D DPC01 - �, I �., � :- 1� - = i D-DPCO2 ��� I I� T., 1 r D-DPC03 y- o I a :' - 1 - - _ l -- ; - --, � 71 � u �� � � L ��] D-FDL-1 - 04 L I- � - _I - I - I- I - � M - D DPC O o - - -- = - - -- -- - -- - - -- W _ - - - - _ _._ .___ -- � --- - -,� r - n H T - - - __ __� '-- —� F _ __ _ 1- -_ = . - - � -I-� o r II -� I_---C --' __� — -- ._�-..__----D-REG70 - -I - - - -- '1 -- N Z o (: -, D-CCK1 D-DPC01 I -, � j , D-CCK2 D-D 2 '; > J ::- _ I' _ _ -_' _ . - .I I - D-CCK3 - - m _, i� i' PCO O 1, _ _ D-CCK4LI/-D-DPCo3 - I - 1 - __ I co -1 I r T- T V 326 f Q - T -, - �: I I il, : I 4 r- _ - ---- - - -- _ _ } - �. I - s _ V 104 _:� I -I -� D WFPRT - _ - - -- r _ : l� I — _1 IG�g I - 1 ;I ,1 I , I � ci T- -T - -_ ! - - t - - I = ; - - T U - I II I LTV-1 - - - y ti — - -- — _ _ -i Ivy. # I V 105 D REG67 - I I. 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L"""" J. —� __ __ _ j T �,.,. _ j . _- _1...- I ylc �w_..,..�I,,..,.-.m....-",-.._-. 1 lu .._..._-.a - - - - ----- - - - - _ ---1 �-- - �1= T.-I - - " " A-_ I I �l I I� I I I �1 I � i I ' I V 976 � rnl - , i _-.a _ -_1 �_ .�I 1 �I :_: = L --J �{ 1 D-REG77 P ��� � ffi I } 1 ''I I -_ - - - -- ---D-PRT77 - r- T - - - -- n - __ -- -- - - - - - _ r .•_._. w_ - - - - - - - ,_. I - -- I 7 . -- _ �: -:: l - - - - -- - DREG 78 - - - 1 I It �� - �I - I; _ - �' r - --- - - T ru' f - - - - J_ -- - - D PTR78 a - _ - - j , -. __ __ -.. _ _ .___- ._.__._ _.. - ___ -__- _ - 11 I D REG90 _.__I � - o ------ -- -- - - _. - - -L- _ - ---r __ _:._ ._1_ _J� - _ L : T L mil - _: - _ - ... - - -I - 7 CHECKED BY: - I-- - l,_ I- I I I I ,- I ` T : ---- _ CM } i - 1 I I -�! I - - - r -. 1- - - - - -- - --. _ - _-__ - =-_. DRAWN BY: PT - 1 - - , T - -- `- - - J -- - - , I( )_ - — - _- II I , - J _ ��_ - , PROTO CYCLE: 09/25/20 - —lr- __ _.y - - - _ - = 11 - ----- -- -- -- -- - -�I- -, ( V-129 -r - I� 'I ' 1 ���� lL_ L ' J5 - 1 IL i)_ ! ll i 1 } -T 1 �:r� e- s4 - T I 1. ... S J _ -D MGH01 _.. ....:._{_..._z.. �J - -� - r. T - -� 1 _IL.. DOCUMENT DATE: 11/06/20 L - -- I -: �_' r -- -------[- -- - - I - ---- I� -, I1;-_ _ =r� _ I _I - = - , -lj� I I ; 'I T I _ � - WPM.... _ �I 1. : I _ �. I , - I I IT I -- -,I -- I a I I -I -- - - -I�' -' _ i j -. - - - - _._. ._. L.- - - - -- -t- ' : I _ ._- ! _ - / _ _- ice' __ / F"' _ -:__ �__.. .._- _..._ -_- ._I. -- / ,_ I ,- - -- ._.. r. - _ 1 - = - -- - I : - -� - " - - - - - -I -_ - ,__ - - _ - - - - - l '" 1 _ '' ,- - : _ -.ter - - - - - - - - - - 1-. ­-­,­­,. I--� � 11 ! 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'' _ D-REG8 D-REG27' 11 T ._" , D-BKTV-3 - _I_ I _1 __ ,I R= D-REG19 �: 1, -- 1 D DLTV-3 - - - V-196 I D-REG6 D REG17 VD-221G21 v-R 5G25 D-REG32 D-REG36 2 V-193 -_ - - - V-217 - I - I I D-REG1 I ,-= 1 �'I V-967 V-197 q- - - � D-REG2 _ 1 i - - -- s _ _ - _% _ !+ -- D-VC04 V-191 I . -{ D-REG33 D REG37 __'` I D-REG3 i - _ D REG34 D REG38 D RXTV01 V-968 -- D-VC06 V-192 - - - -- - -. _ - . r a - D-EMR03 =I = - - - , 1, �__ � I D-REG4 , _ L _ - - -- _I I—_ D-EMR01 D-CFS03_:_._ D-VCO2 D-REG5 _ -_- _1 _. 1 D-CFSO4 D-VC03 TT �� ��i � D 4 - �. 1 , , I I 1 1 � EEp � :I Ple l - ®. __._ - - _ „ - _- I E '1 -i -: 9-. 1 I � --: i_S D-CFS02 \ S .O i _._ _ D-DELI/06 _ �� - � - . •'p D REG13 k - ,. - a i D-DELI/05 - k _ .� `.:., �_.:� ,) D REG 14 - - _ - -- _ . - __- „- D-DELI/04 _: - I I �I 1 LLME , - -- --- - * yF s i'1, D-REG11 I - _ _ No 769 _ 17 11� _ ;, - = * (� f I u. _�• _ \ 1 - �' 441 �. - -- :0 - - - I I { { I [ I-T - - I - - - - _ - - BI , i , Lj - ••.•� (� — ` " - -C D-REG30 D-EMR02 ROUTE CAB ES IN POWER i��s R G � D-REG18 - - - - - � V-218 D_REG22 D_REG26 III' ���,, �ONA1-��.%N z I D-REG7 i c, r D-REG9 D-REG20 V 222 V 226 _i,l ���r�uiir��� N-:: D=REG11 D-PBC-04 D-REG24 D-REG28 -- i._-.___ I I II I III 06/21/21 I - __ - D REG16 -_ - -- --__ _ _-- _____----- -----._.._ _-._._. o I � >I -- -- -_ D-PBC-05D-DT3-03 D-DT3-02 - -11 2 `-- r � D-PBC-02 - 0: J� -- � r . --_ 1 T._.._J a D-DT3 - V-359 =' - r ��- _. _, v-984 I �� TELECOM _,_ ___ I i LLI �f I I -- I -- I - -� � � _ �., PLAN - --- cn 1 D-PBC-01 1- II , - -_ - - J - i - - -' D-DT3-01 I w _ I - A D-MCTV-1 - - - D-MCTV-2 11 r­ ( 11 r d e ENTIRE SHEET REVISED 0 71 2i � TELECOM PLAN _E �0 1 r NTS SHEET: �, T 1 �_ O N N '661 i j ____ U - - - ____ --- ____ - I I -, - ,- I r I T - i - II-- - _ I ---- - - . GENERAL NOTES 1.0 GENERAL 1.1 JOHNSTON BURKHOLDER ASSOCIATES HAS DESIGNED THE BASE ANCHORAGE FOR THE FIXTURES SHOWN ON THIS INSTALLATION DRAWING TO RESIST SEISMIC LATERAL FORCES. INSTALLATION OF THE FIXTURES SHALL MEET THE LAYOUT SHOWN ON THE FIXTURE LAYOUT PLAN, PROVIDED BY OWNER. 2.0 SLAB AND FOUNDATION 2.1 SLAB ON GRADE IS ASSUMED TO HAVE A MINIMUM OF 3,500 PSI COMPRESSIVE STRENGTH. 2.2 THE SLAB ON GRADE IS ASSUMED TO BE A MINIMUM OF 4 INCHES THICK (5 1/2 INCHES THICK MINIMUM AT THE STORAGE AREAS), UNREINFORCED AND PLACED OVER A MINIMUM OF 4 INCHES OF DRAINAGE FILL. 2.3 THE SLAB ON GRADE IS DESIGNED TO BEAR ON A NET SOIL BEARING CAPACITY OF 1500 PSF MINIMUM. 3.0 MATERIAL FOR RACKS AND ANCHORAGE 3.1 ALL ANCHORS TO THE SLAB SHALL BE AS NOTED ON THESE PLANS. 3.2 OWNER IS TO PROVIDE MAINTAINENCE PER RMI 1.4.1. 3.3 FIXTURE INSTALLER SHALL OBTAIN OUT -OF -PLUMB INSTALLATION TOLERANCE FROM FIXTURE SUPPLIER PRIOR TO INSTALLATION PER RMI, SECTION 1.4.1 1.1. 3.4 NO FIELD WELDING IS PERMITTED. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS, IN AN APPROVED SHOP. USE Ill WELD RODS OR EQUAL TO TENSILE STRENGTH OF BASE METAL OF WELDMENTS. PER AWS Ill OR Ill 3.5 PROVIDE 6" AT 120" TALL RACKS AND 4 1/2" AT RACKS LESS THAN 120" (OR EQUAL TO 5% OF THE UPRIGHT FRAME HEIGHT) MINIMUM CLEARANCE BETWEEN OTHER RACK FIXTURES OR ADJACENT BUILDING ELEMENTS PER ASCE 7-16, SECTION 15.5.3.3.4. 4.0 ROLES AND RESPONSIBILITIES FOR DEMOLITION AND INSTALLATION OF SHELVING AND RACKING FIXTURES 4.1 GENERAL CONTRACTOR TO ANCHOR ALL SHELVING AND RACKING FIXTURES ACCORDING TO THE REQUIREMENTS NOTED ON SHEETS FXS1 AND Ill 4.2 FIXTURE ANCHORING SHALL BE ACCOMPLISHED SIMULTANEOUSLY WITH FIXTURE INSTALLATION- 4.3 GENERAL CONTRACTOR SHALL ENSURE THAT PROPER PROCEDURES AND WORK SEGREGATION ARE IN PLACE DURING ALL FIXTURE ANCHORING PROCEDURES. 4.4 GENERAL CONTRACTOR TO CLEAN ALL RESIDUE FROM SURROUNDING FIXTURES AND AREA AS ANCHORING IS COMPLETED (CLEAN AS YOU GO). 4.5 GENERAL CONTRACTOR IS TO PERFORM ALL REMOVAL AND INSTALLATION OF ANCHOR STRAPS AND/OR BOLTS AT FIXTURES REQUIRING PERMANENT OR TEMPORARY RELOCATION. ANCHORAGE BILL OF MATERIALS USAGE MATERIAL TYPE COUNT � - ANCHOR . DEWALT SCREW BOLT+ - 1/2" DIAMETER x 3" (#PFM1411380) ANCHOR - DEWALT SCREW BOLT+ - 1/4" DIAMETER x 1 3/4" (#PFM1411020) 36 ANCHOR . DEWALT SCREW BOLT+ - 3/8" DIAMETER x 2 1/2" (#PFM 1411220) 650 STRAP ANCHOR STRAPS (GONDOLA) 468 WALL ANCHOR CMU - 3/8" DIA x 5" ITW RED HEAD LARGE DIAMETER TAPCON (#LDT3850) WALL ANCHOR MTL STUD WALLS - 1/4" DIA x 6" LAG SCREWS 129 771�� NOTES: 1. ANCHOR BOLTS AND STRAPS AS NOTED ARE FURNISHED BY AND INSTALLED BY THE GENERAL CONTRACTOR (GC). 2. ANCHOR STRAP SUPPLIER CONTACT INFORMATION: LOZIER: JOSH GOEDKEN, josh ua. goed ken@1ozier. biz, (402) 457-8379 MADIX: CHERI BAGLEY, cbagley@madixinc.com, (256) 839-6354 - __ - ___ - -_ GE BILL OF MATERIALS USAGE MATERIAL TYPE COUNT TEMPANCHOR DEWALT SCREW BOLT+ - 3/8" DIAMETER x 2 1/2" (#PFM1411220) 488 TEMP STRAP ANCHOR STRAPS (GONDOLA) 468 RACK FIXTURE SCHEDULE I FIXTURE FIXTURE TOP SHELF MAX SHELF MARK DESCRIPTION HEIGHT FRAME MARK LOAD (LBS) _�,��,_��E���_,I,,_­--,,_I�� -1� I !��)���O 2 ��,,,::�,,�QAO PI111 I_ISIT10�9� -A -A , 20" -A _ AMIll _ -A F�_ �:132 9M - , , IaO DID I - - _ STORAGE RACK _,_J_,,_, - 72" - - - FRAME: 24-72b75A - _V - - -1200 x SALES FLOOR RACK 75" FRAME: 24-102 OGP 250 YZ I SALES FLOOR RACK I 120" 1 FRAME: 44-120 075B 1 1200 - RACK FRAME LOCATIONS FDENOTES WITH MISSING OR DAMAGED ANCHOR BOLT(S) AT ONE OR BOTH BASE PLATES- * REF PLAN FOR ANCHORAGE NOTES. . 0 . B - 1_� .�:� � , - 44-120 075 A LANCHOR BOLT (REF DETAILS) -L L RACK FIXTURE MARK (SHELF NEW RACK CONFIGURATION VARIES - BY OWNER) i ------- il FRAME POST TYPE, ---- 11 EXISTING RACK REF SCHEDULE (A = UA) ----'--- - ------- I FRAME POST WALL THICKNESS I ---' I RELOCATED EXISTING RACK (INCHES, 075 = 0.075") ,-f ------- E��7 EXISTING RACK WITH NEW I FRAME HEIGHT (IN INCHES) SHELF CONFIGURATION FRAME DEPTH (IN INCHES) -_-- EXISTING RACK ------- ("24/44" = DESK) I-— I WITH NEW FRAMES i ----- 7- I P - , il� T 11 ­1 - _--, I -'! L " F _�' - / [\, , TYP RACK FIXTURE SYMBOL RACK SYMBOL LEGEND I ,_____1- 11 I 11 i� 11 ___�, [T, , I Ill 11 l ��� � I 1 1 I- � i . ! I I �==A� 1 11 � l ,\ � RACK FRAME & ANCHORAGE SCHEDULE �_ I- i I I I 4 i T �_ i � I I ! 1 �l TI �' 1 T 1 l! i: 1: I I _� 6 7 �\\ 1, \l I ___l I I , F ii \ li i ii ____� � I \ 11 1, 1 , i I 1 , � I __- I � ­,� , �\ ii FRAME MARK ANCHOR DETAIL FRAME COUNT 24-72 075A 2-FXS2 & 5A-FXS2 7 - -,-�-,!2�,�-4=��24-19?�,gR?____,_ _,�__ ,, - S A:15 _`��__N_e�,_,Um _Jf�,_r -:). _`:�:)­:::­`!2�� ,3, , 2,� J7�5A _A _, -1?0 'R-En?_ I 2 FXS -A -A ,_,�A_ . . _�,� _ 44-120 075B - _ - I 2-FXS2&5B-FXS2 - - -1 � A =J3 44-120125S I 2-FXS2 & 5A-FXS2 I � .2,7 _ _)/3\ , �_, /-i I 11 ____ l� 1, I __ !I! . ,]I I '\ I � SHELVING FIXTURE & ANCHORAGE SCHEDULE FIXTURE FIXTURE FIXTURE ANCHORAGE MARK DESCRIPTION HEIGHT DETAIL 15W HALF GONDOLA 84" 1A-FXS2 18R HALF GONDOLA 48" 1A-FXS2 18S HALF GONDOLA 54" 1A-FXS2 18T HALF GONDOLA 60" 1A-FXS2 18V HALF GONDOLA 78" 1A-FXS2 18W HALF GONDOLA E911 1A-FXS2 18X HALF GONDOLA 901. 1A-FXS2 24R HALF GONDOLA 48" 1A-FXS2 24T HALF GONDOLA 60" 1A-FXS2 24W HALF GONDOLA 84" 1A-FXS2 24X HALF GONDOLA 90.1 1A-FXS2 24XSD SUPER DUTY HALF GONDOLA 90.1 1 C-FXS2 30YZ HALF GONDOLA 120" IA-FXS2 32W HALF GONDOLA 84" 1A-FXS2 2490 EC END CAP 901, 1 B-FXS2 3678 EC END CAP 78" 1 B-FXS2 4878 EC - I END CAP 78" 1 1 B-FXS2 (SD - SUPER DUTY, IF NOTED) SHELVING DEPTH E ' (IN INCHES) 24VSD I' I T . . _ - END FRAME HEIGHT i (IN INCHES) 24V 1. rl - I LANCHOR BOLT (REF DETAILS) �678 I- SHELVING FIXTURE TYPE MARK EC : I---. AND HEIGHT, PER SCHEDULE HOR BOLT L SHELVING WIDTH (IN INCHES) (REF DETAILS) HALF GONDOLA END CAP FIXTURE SYMBOL FIXTURE SYMBOL NOTE: ANCHORS SHOWN ABOVE ARE FOR EXAMPLE ONLY, REFER TO PLAN AND DETAILS FOR ACTUAL ANCHOR CONFIGURATION. 1 J �-- - --- --- -- _F --I----.--,..- - � - ____ - - - - - - ____,­ __ __ - - __ - __ - ___ -----------, - ____________ _ I ---.--,--,- _______,_._ ---,-,- � ______,_____________ --------- I I _______________________________ , , , , -F - 7�;;:iF�� I - � ­_­_­_­­ - -------------- u F,------,-- , - -­ ------ ==-- - � '' I I ­�� - _____ � __� - � -_ - ­ - -4- __ - - __ - IS _________________ ------- -- ------, - __ I I -------- - _::�� _,�__- � ­ - _� - - - __ - __ F__ -I � - ­=­===T� . - =F� 7 __:�_ ---- L-j _____ I T cl!_ - v - - __ � �� ___ -------7-,--- - __�7_�711 - l -�_� - -1 i - - _:�-,_ - - - _��7 - - - �� - - - - -- 7___ 7�-_7______,,,_1_ ­ - --:�-:� -H - I T - __tQ`1Jt__---71!5b __ I 11 --------- MLz:::::::j:0 __ - li - -IT I - - ____, I -------- ______ ir I I � 11 - - _ - - __ - � �_,� ___ �1 IT , ,_ - - - __4 , - ii t i I // FF I - i I I i I 1 i [� I __ - - ]I !I / II - - i 1 I - ", 1[ --- li ,_ !I ___ J 11 __ : __,_ 11 _­_ 11 - " I -_ 11 -- j It - 11 : _� . ; , ; " _ - I - - � ____T tL�L - - - _LJ 1 I­-24-72 075A-----� ­7 i I- - - - - - I- � - - - - JL_ - __ - - __ A k _ -L-.- - - - - I L�l - _1 - ____ 1- ____ -11, - ___ - L- , ,�� - - ­_ _-A ,�_ / i 24-72 075A � ----I ____t_ _____J_:.1__1_11_.i_1, T I I I I I ,/ - - - --- ______� I _< i I I . ___ a==j � . , � F I � ! 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I �11___ I __ _____ �z I � I I 1 i � I , I . � , r- --, __ _ __ - __ I I � I , I i � I , - -4[ _;',� ; I I '\I I I I I I I I I I i 1 1 - =-- I _ � __ . , � I i I I I I i 1 I 'l L_ I - 24XS - I \J � ! � : 1 ; � I i I I i ! � r- _�, `- I I I i I � � ! I I I I 1 [ . i I j � , I � 1 ! 1 _ I j l i � _---l_-­-_l � , I � I I I 1 -7-1 1 1 1 l L___ _F i i I- - __! ! 1 , t i i � � 7 � � � ! i I I I . : I �- ,- � -� i - _� I '! I I _ \ I I F - _4� 1 � I l I - __ I . � . � 1 ! ! 1 � I ! I I I - I I � � � \ I i l ,�� i I I i i I I i I 1 ! � i i I I � IF � I I . \ z I I I I I , I I � I � , f � � � I I I � _1`7��l ___ i T I I I I 1 1 1 i , � i I ! I I I To i I i � I 1 1 � � 't\\ � !,� ! ! 1 � ! � I � �1 ; � 1 I ! i ; , I]\ I i I . ,l ; I � I I ---------- - - - ; I . 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I I i � I Ck ( - �- _ - �. - - _. - I _­___ - __ ___ I � I _ i \1\ l r I � I I I I i I I l I ; i I I\ � I A , 1 1 -� � i- i I I I I __ - - ____ - _____� 1 - , 1 * 0) I(.) � � �� \ I I ; I I 1 � � I __ , � , I I I � i � i I " !I I I I � � [ � , � - I ,� I (D � I , � � I 1 � i � I � I I � I I I I I I � - --­= F�- _____ �_--� l I , � I I i I I i � I I I i � 1 I I I I I � � , ! � 11, ______7- - � I, I . I cy) � I I \, � I I [ I I i I I . I I, I \I I T; I I ; \, "t I I � " )� \ , i I qqr w i LLJ - __ I l I � I 1 , -- - I I I I I i 1 � I ! I i I I I I ! I I , [ � I i ! i ! I I I I I . . �4 ; � ,\� I - - - - - - -- - - --- - - - - - - - - - - -- (14 T I , I I I � I I I I - . 111� - 1, i I I I! I � IN - ­` I , -1 I i , i � i ! � I � i - - __ I _. -.-- I Id __ - - - - __ - ____�_ __ __ - - __ - - ___ - __ _� ___ - __ ___ - ----I I I , - - I,- i I __ - - I I __ __ - I I ! I I I I � i 1 !--- __! - _L_ L _� I IF __ _I'_��___ ,,-_�­L I ! I _� I I i 1, 1� ! I � � - c _- - --! I �� - _�_l - , I - -1 - -�- - � - I ID �_ --I I 6 l - _____ _ 44-4 G - - -- F_ _­_ - - . I ,� , ____ 41 ,��=--------�---_,___________ - ----------------- I LI-1 I - _=� ­­ - � i � � �! I I �� I ----' -, I -) a -------------- 11 I � � � I � , \\ i � � I_ I � i 1 J � I I ,._� 1 i � I " - [ I 1 t , . � \l I i� " I I I � . I I ! �-� T - : i I I I I � F . I I 4, I I : 11 i� I � � I I 11 I 1 I _F__� __ I 1 I- i I - I I I � I r------, J I I I I i I - �� I I , I I - ---L.- I- ___ - - �__ I [ i ,--, _�_ _� - 1- I -I- . ---� - - I I i - � I I A - 4-- - - - I L i - - ___ - __ � __ ,_ - , _� __ - - :q - ____� I \ � 1 __ - : _. , I I i ; ! I I � 1 � L I , I � I � I I � l � , I I , r! I : I i I I I I I I � ! I - I � , , I I I - I , I 4 , , I F_ I I : i I \ I I I I , 1 1 1 1 l I T; I i ! 11 ! 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L i I I CART RAILING, ii � !I\ I I T I I F, I , I ­ !I I I � ,__ __ I ____ __ , I I \1 I I b 1 5 . i . , I � / F � T_ ,� - - - T- � = _1 � o : � :i ,I I " ii! \ I I -. �_ ir, 11 � l I I I A i . � I - - - l-, j____ � \__l' \--/ \ __ _)L A , I \\I __" I I l, I I I I �- LJL�� �,!, 1 [I I � � REF 10-FXS2, TYP I ii / i I i L I 1 \ I I I I F, I 1 � - I i i I I =_ i I , pi � L I 111 N : Ml \1 : I II F __ i i L___! . �__ l i � L_� I � I � � \ I lr___ 1� i ­ I � 0 - I . L__ l I I i I I - I i i I ­ 17 --- i _L1.._ _�J PL -1 CNI , k I 1� I 1�r I I I � . .1 . . I I I I ) , I- I . i I . I I � \,I � IQ- '__ - - � �, t1_ I 1 4 ___ , - � I - i�l � ,\, � I i cN i l��DENOTES ANCHOR B011 AT I r _P_ I P, I - 1 F -, - I , - L I I ­ __ I I I � �11_ b I l I � - I , [ , IT �_l li Q ___ �_Tr_ � 11 t i FL __ - I � __\ : -, : � --- /I __ __\ I I ; ­ / \ , --------- L - - ! ri F-- i F1 -,- I . z � I � � I b I \1 !! l RACK FRAME BASE PLATE REF ,____LT � ,/ ; I � I _ � = � I � . I 11 � i - I 11-1 24-102 OGP [it-, RACK FRAME AND ANCHORAGE I � ,[ I I i i > -I i 1 ,[7 Li I I : I I - I I I i J1 ,I I , � � I I I : I � ; l� I i i I �, - � . 1 2 1 � , , --- I I . ; I � � � __�.! ___ - - - __ __ -, __ i I 1 1 � I i F _____ ____ i i I I I I , _� - - - - - I - , I -­F1 � I ! I I I ; [I I I I I ­ i I , , -_ - �-1 5 1 SCHEDULE FOR REQUIRED I I, i � i I I � i __ i I I k=1 _ � � I I . � I 1 T � I � I i\I i I I L_ l I\ I - � I 11 : - :. �� � � ANCHORAGE DETAIL, TYP I i '' ------ .. � . l;F­ � I I I L___ 1, i i i I � I � , t _-- -------- ! . . I - � I I � __ L 7\7 \1 1 i I I I I I I - I I ----: I , I � I � I \.� 1--, i � \\� 1 `77, _71' lb I � I i 1� I � � 11 I i i 11 �=-� I I � J i 1 . I � 1� - T� . - i I I I I I==- � I I I � \ 7 � I � ! i I I - I I : I z F=� . �\, i I L, 1 1 � /_1 i I i I I , , I \ I I 11 i I I � Tl I ! . ! t . . - . F­­F � \\I I I !I i i � I - __ i I I i I I " I .F i J [ I T\i L�_ I ! =7--,--- F . 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U) ;!: =) IN _:� �3 u RACK AND SHELVING FIXTU 1 11 = 20'-O" CHECKED BY: BBB DRAWN BY: VH DOCUMENT DATE: 11/06/20 JBA PROJECT NO: 2035000706 OWNER PROVIDED INFORMATION NOT FOR REGULATORY APPROVAL OR PERMITTING 1 FIXTURE PLAN AND NOTES SHEET- FXS1 2 0 < 0 14 9 � .2 . . � _0 cq 1 66 (L -� �� �i 0 CD N! U) ;!: =) IN _:� �3 u RACK AND SHELVING FIXTU 1 11 = 20'-O" OWNER PROVIDED INFORMATION NOT FOR REGULATORY APPROVAL OR PERMITTING 1 FIXTURE PLAN AND NOTES SHEET- FXS1 2 0 < 0 14 9 � .2 . . � _0 cq 1 66 (L -� �� �i 0 CD N! U) ;!: =) IN _:� �3 u RACK AND SHELVING FIXTU 1 11 = 20'-O" SHEET- FXS1 2 0 < 0 14 9 � .2 . . � _0 cq 1 66 (L -� �� �i 0 CD N! U) ;!: =) IN _:� �3 u RACK AND SHELVING FIXTU 1 11 = 20'-O" R OWNER SUPPLIED ITEMS COU WDS # NT Family TYPE MODEL REFERENCE [AMERIGASI. [BLUE RHINOI N/A 4 PUBLIC - Self Serve Propane Exchange Unit PUBLIC - Self Serve Propane Exchange UNKNOWN GC1 Unit [HENDEE ENTERPRISE, INC.1[HH TECH] PU1105 1 PICKUP - Canopy Fabric Curved Highwind DriveUp - 06 Bay N/A PU1105 1 1 PICKUP - Canopy Fabric Curved Highwind DriveUp - 06 Bay I N/A ISP3 [QUALSERV SOLUTIONS LLC111DX CORPORATIONI VC2002 1 VISION CENTER 2.0 - AW1-48 - Accessory Fixture - 48in VISION CENTER 2.0 - AW1-48 - AWl-48 VC3 Wide Accessory Fixture - 48in Wide 1 VISION CENTER 2.0 - BRS - Sink Cabinet BRS-2 VC3 VC2007 1 VISION CENTER 2.0 - BW-3 - Backwrap VISION CENTER 2.0 - BW-3 - UNKNOWN A5 Backwrap VC2026 1 VISION CENTER 2.0 - FT8BTB - Back to Back - Family Table VISION CENTER 2.0 - FT8BTB - Back FT8 BACK TO BACK VC3 Assembly to Back - Family Table Assembly VC2028 2 VISION CENTER 2.0 - FTWS-1 - Family Table Workstation VISION CENTER 2.0 - FTWS-1 - Family FTWS-1 VC3 Table Workstation VC2030 3 VISION CENTER 2.0 - LAF-1 - Loose Accessory Fixture VISION CENTER 2.0 - LAF-1 - Loose LAF-1 VC3 Accessory Fixture VC2031 1 VISION CENTER 2.0 - LT10 - Low Table - Assembly VISION CENTER 2.0 - LT10 - Low LT-10 VC3 Table - Assembly VC2031 1 VISION CENTER 2.0 - LT-1 - Low Table VISION CENTER 2.0 - LT-1 - Low Table LT-1 VC3 VC2033 1 VISION CENTER 2.0 - LTWS-1 - Low Table Workstation VISION CENTER 2.0 - LTWS-1 - Low LTWS-1 VC3 Table Workstation VC0025 1 VISION CENTER 2.0 - Pretest Table - AIT-350 VISION CENTER 2.0 - Pretest Table - AIT 350 AIT-350 VC2042 3 VISION CENTER 2.0 - PWNF-1 - Perimeter Non -Focal Wall - VISION CENTER 2.0 - PWNF-1 - PWNF-1 VC3 Single Perimeter Non -Focal Wall - Single VC2041 3 VISION CENTER 2.0 - PWNF-2 - Perimeter Non -Focal Wall - VISION CENTER 2.0 - PWNF-2 - PWNF-2 VC3 Double Perimeter Non -Focal Wall - Double VC2045 2 VISION CENTER 2.0 - TPC-1 - Tray Processing Cabinet VISION CENTER 2.0 - TPC-1 - Tray TPC-1 VC3 Processing Cabinet N/A 1 VISION CENTER 2.0 - Upper Cabinet - 2 Door ADJUSTMENTS ROOM - SHORT UNKNOWN VC3 CABINET N/A 3 VISION CENTER 2.0 - Upper Cabinet - 2 Door ADJUSTMENTS ROOM - TALL UNKNOWN VC3 CABINET ACUITY BRANDS LIGHTING INC EL0015 3 26_Lighting_Exit_Ceiling_Acuity_LQM Type15 RED: LQM S W 1 R 120/277 EL N SD90 M6 GREEN: LQM S W 1 G 120/277 EL N SD90 M6 EL0016 2 26_Lighting_Exit_Wall_Acuity_LQM Type16 RED: LQM S W 1 R 120/277 EL N SD90 M6 GREEN: LQM S W I G 120/277 EL N SD90 M6 EL0028 1 26 Lighting_ Exterior Exit_ Wall_Acuity_LV Type28 LV S W 1 R 120/277 EL N 4X SD EL068R 62 26_Lighting_ Recessed_Downlight_Acuity_LBR6 Type68R LBR6 07LM 40K AR LSS MWD MVOLT UGZ EL0001 8 26_Lighting_Surface_Strip Acuity_CLX Typel CLX L96 1000OLM HEF RDL MVOLT EOHN 40K 80CRI PLR1G AE1CD WH EL00060 5 26_Lighting_Suspended_Linear _Acuity_ABX3 Type60 ABX3 L96 11000LM MVOLT EOHN 35K 90CRI PLR1 G AE2CD CRS UPL WH NAWT EL00061 49 26_Lighting_Suspended_Linear Acuity_ABX3 Type61 ABX3 L96 11000LM MVOLT EOHN 35K 90CRI PLR1G AE2CD CRM UPL WH NAWT EL00062 5 26_Lighting_Suspended_Linear_Acuity_ABX3 Type62 ABX3 L96 11000LM MVOLT EOHN 35K 90CRI PLR1G AE2CD CRE UPL WH NAWT AMCON LABORATORIES VC0031 1 1 IVISION CENTER - Hand Edger IVISION CENTER - HAND EDGER UNKNOWN JVC3 BIZERBA USA INC D007B 2 GROCERY - Slicer GSP H-GSP HD D007B-Manual GSP H GA1 CREE INC EL0007 7 26_1_ighting_Volumetric_Troffer Cree_ZR IType7 ZR14M-40L-40K-10V-FD EL0010 1 38 126_Lighting _Volumetric Troffer Cree ZR Type10 ZR24M-40L-40K-10V-FD CULLIGAN MG011 1 GROCERY - RO Water Dispenser CSS2500 MG011 CSS2500 GA2 CUSTOM DELIS EQUIPMENT CO INC RH0122.000 1 REFR - RHO122 RH0122.000.052040048 DILW-SS GA3 RHO 135.0001 1 1 REFR - RHO135 RHO 135.000.054037093 1 ILW-CB-SS GA3 ECOLAB INC FR2026 1 FURN - Insect Control Unit D Default STEALTH MAXIMA IA6 GE LIGHTING SOLUTIONS LLC EL0039 1 35 126_Lighting_Surface Strip_GE_LUS Type39 LUSC8A0A0V1T40VQCSWHTE HAINES JONES & CADBURY LLC HJC PU1076 10 PICKUP - Partition Panel 4' idX PU1078 2 PICKUP - Partition Panel 15" idX 1000121534 9 RR - Paper Towel Dispenser StoneandSteel RR - Paper Towel Dispenser_ StoneandSteel S2D-PT-2020-SM A5.1 4 RR - Trash Receptacle Surface Mounted Surface Mounted VARIES A5.1 6 1 RR - Trash Receptacle_Simplehuman RR - Trash Receptacle_Simplehuman CW1471 JA5.1 HAINES, JONES & CADBURY FS0005 15 21_Fire_Suppression_Sprinkler Upright_Opflex_0-75_155_K 3/4" BRASS UPRIGHT 155 TY5131 11-2 FS0006 20 21_Fire_Suppression_Sprinkler_Upright_Opflex_0-75_155_K 3/4" BRASS UPRIGHT 155 TY7158 16-8 HEATCRAFT REFRIGERATION RD4018.4421 3 1 REFR - RD4018 RD4018.442.080043144 IDX6LN I GA2 HILL PHOENIX. INC. RD1069.652 1 REFR - RD1069 RD1069.652.064034096 QC-R-35-IC A5.4 RD1069.652 4 REFR - RD1069 RD1069.652.064034144 QC-R-35-IC A5.4 RD4043.042 1 REFR - RD4043 RD4043.042.081036144 ON5DMX-NRG GA1 HUSSMANN CORPORATION RD2006.642 2 REFR - RD2006 RD2006.642.052044096 SMBT GA1 RD6010.205 2 REFR - RD6010 RD6010.205.035042080 FWEG GA2 RD6011.205 1 REFR - RD6011 RD6011205.035080144 FWG GA2 THE QUANTITIES (COUNT) OF ITEMS LISTED IN THIS SCHEDULE MAY NOT ACCURATELY REPRESENT THE ACTUAL QUANTITY REQUIRED TO COMPLETE THE SCOPE OF WORK INCLUDED IN THE CONTRACT DOCUMENTS. ACTUAL QUANTITY (COUNT) OF OWNER SUPPLIED ITEMS SHALL BE DETERMINED THROUGH A THOROUGH REVIEW AND ACCOUNTING OF THE CONTRACT DRAWINGS. OWNER SUPPLIED ITEMS COU WDS # NT Family TYPE MODEL REFERENCE RD8021.045 1 REFR - RD8021 RD8021.045.096044096 ISDDF5SU GA1 RD8022.1451 1 1 REFR - RD8022 RD8022.145.103043092 RFL GA1 ITW FOOD EQUIPMENT GROUP LLC MG025 1 3 GROCERY - Scale Labeler QUANTUM MG 225 QUANTUM GA1 KYSOR WARREN RC0044 1 123 Refrigeration_Condensing_Unit_Kysor_Warren Condensing Unit LENNOX INDUSTRIES INC MR0500 1 1 123 HVAC_RTU_Lennox Strategos_SCH 3 TON_460V_10KW jSCH036H4ED1G LSI INDUSTRIES INC EL0003 11 Lighting Sealed Strip LSI EG3 Type3 W/M EG3 4 LED 6L DA S UNV DIM 40 �80 �26 E6C SL MADIX PU1067 1 PICKUP - Print Stand Default ASY-80012609-ASY JGA1 MCCUE CORPORATION FR1001 4 PROTECT - Floor Mounted Corner Guard Refrigerated Case Corner Protection UNKNOWN GA1 MIDDLEBY CORPORATION D104 1 GROCERY - Blast Chiller GBF-15 DELI - Chill Blaster (D104) GBF-15 GA1 NATIONAL CART CO INC PU1082 1 PICKUP - Cabinet Manager I Default WMLC-1832 JGA1 PU1075 68 PICKUP -Dolly Default STEEL -PC WM GA2 PU1083 9 PICKUP - Mobile Rack PICKUP - Mobile Rack N/A GA1 ORBIS PU1075 498 PICKUP - Tote Default CR2416-10, 3H (NPL-678) GA1 PAN-OSTON COMPANY OF2013 3 CUSTOMER SERVICE - Cabinet POS 4ft CUSTOMER SERVICE - Cabinet POS 4ft M-30526 AC1 OF2012 1 CUSTOMER SERVICE - Cabinet POS 8ft CUSTOMER SERVICE - Cabinet POS M-30528 Al 8ft PHOTO 1 PHOTO LAB - PC-137CC-R PHOTO LAB - PC-137CC-R PHOTO LAB - PC-137CC-R LAB - PC-137CC- R POSITIVE LOCK 2 DOOR - Hardware Positive Lock DOOR - Hardware Positive Lock JAI QUALSERV SOLUTIONS LLC EL0089 1 26_ Lighting _Surface _ Under_ Cabinet_ Louisville_ RT5 HO Type89 RT5HO-LED22-30FR-2-000 EL0093 1 26_Lighting _Surface_Under Cabinet_ Louisville_ RT5 HO Type93 RT5HO-LED46-30FR-2-000 FR108 1 BREAKROOM - Coffee Maker FR108 VPR BR1 BR4000 3 BREAKROOM - Modular Coat Cabinet Assembly BREAKROOM - Modular Coat Cabinet Assembly UNKNOWN BR1 N/A 1 BREAKROOM - Modular Counter Top Laminate w Sink Opening BREAKROOM N/A BR1 BR4003 1 BREAKROOM - Modular Island Assembly 122in BREAKROOM - Modular Island Assembly 122in UNKNOWN BR1 BR4006 1 BREAKROOM - Modular Kitchen Assembly SC 162in BREAKROOM - Modular Kitchen Assembly SC 162in UNKNOWN BR1 BR4010 2 BREAKROOM - Modular TechBar Assembly 208in BREAKROOM - Modular TechBar Assembly 208in UNKNOWN BR1 MG0060 2 BREAKROOM - Refrigerator 2Door T-35 MG0060 T-35 BR1 MG0058 1 GROCERY - Freezer_T-23F MG0058 T-23F GA2 D007A 2 GROCERY - Stand Mobile SZ5-HM D007A SZ5-HM GA1 RR1010 1 RR - Mothers Room Modular Cabinet CABINET UNKNOWN A6 VC2017 1 VISION CENTER 2.0 - CW-1 - Cashwrap VISION CENTER 2.0 - CW-1 - Cashwrap CW-1 VC2 VC0010 4 VISION CENTER 2.0 - Monitor Arm VISION CENTER 2.0 - Monitor Arm VC3 VC2036 1 VISION CENTER 2.0 - PC-1 - Play Counter VISION CENTER 2.0 - PC-1 - Play Counter PC-1 VC2040 2 VISION CENTER 2.0 - PWF-1 - Perimeter Focal Wall VISION CENTER 2.0 - PWF-1 - Perimeter Focal Wall PWF-1 VC3 N/A 2 VISION CENTER 2.0 - Straight Countertop VISION CENTER 2.0 - Straight Countertop --- VC0021 1 VISION CENTER - Auto Kerato Refractometer VISION CENTER - Auto Kerato Refractometer KR800 VC0022 1 VISION CENTER - Optical Coherence Tomograph VISION CENTER - Optical Coherence Tomograph 3D OCT-1 MAESTRO REGENCY EL0083 8 26_Lighting_Flat_Panel_2x2_Solais Type83 FP22-FS-WH EL0096 17 26_Lighting_Linear Wall_ Wash_Trov_L50 Type96 L50-1-48-08-35-80-MULT-9X29 EL0085 4 26_ Lighting _Pendant _Progress _P4406 Type85 P4406-29 EL0087 21 26_Lighting_Recessed_Solais_XAR13 Type87 XAR1 3/XM20/25C/30K/1 500/WH/WH EL0095 10 26_Lighting_Suspended_Linear Solais_STR8 Type95 STR8/5F10/DFU70/830/0/0/00/UNV/P W/1 /CB48 REXELINC 7 26_Electrical _Outlet _WMRECDU_FET WMRECDU-FET WMRECDU-FET 6 26_Electrical _Outlet _WMRECDU_FET WMRECDU-FET-END WMRECDU-FET-END EL027A 2 26_Lighting_Emergency_Battery_Rexel_EVHC Type27A EVHC61DP-0-WM W/ 2 SETS OF EVODW EL0018 12 26_Lighting_Emergency_Ceiling_Rexel_EVHC Type18 EVHC61DP-WM EL0019 1 26_Lighting_Emergency_Rexel_EVHC Type 18 - Wall EVHC61DP-WM EL0008 20 26 Lighting Panel_Rexel Type8 PT14030W EL0014 6 26_Lighting_Flat Panel_Rexel Type14 P72T440 EL0048 18 26_Lighting_Pendant Rexel MLCP Type48 MLCP-DVD-208340CD-NN-M5L1-BK SIGN SHOP-WALMART STORES, INC. PU1034 3 PICKUP - Signage Directional Directional Left N/A A2 PU1033 2 PICKUP - Signage Directional Directional Right N/A A2 PU1034 2 PICKUP - Signage Directional Directional Straight N/A A2 STRUCTURAL CONCEPTS CORP RD9009.005 1 1 REFR - RD9009 RD9009.005.039048098 TM IR GA1 TYCO VE1037 2 PROTECT -Surveillance EAS Pedestals PROTECT -Surveillance EAS Pedestals WALMART STORES, INC. FR121 1 PICKUP - Printer Default N/A GA1 WEDCOR HOLDINGS INC VC0006 1 VISION CENTER - Shredder VISION CENTER - Shredder UNKNOWN VC1 ITEMS ADDED TO OS1 SUPPLY ITEMS LIST DURING CCD3: N/A SELF SERVICE PROPANE EXCHANGE UNIT VC2000 - AWl-24 ACCESSORY FIXTURE 241N • VC2002 - AWl-48 ACCESSORY FIXTURE 481N • N/A BASE CABINET - 2 DOOR • N/A BRS - SINK CABINET • VC2007 - BW-3 BACKWRAP VC0022 - EXAM ROOM COUNTERTOP • VC2026 - FT8BTB BACK-TO-BACK FAMILY TABLE • VC2028 - FTWS-1 FAMILY TABLE WORKSTATION • VC2030 - LAF-1 LOOSE ACCESSORY FIXTURE VC2031 - LT10 LOW TABLE ASSEMBLY VC2031 - LT1 LOW TABLE VC2033 - LTWS-1 LOW TABLE WORKSTATION VC2042 - PWNF-1 PERIMETER NON -FOCAL WALL SINGLE • VC2041- PWNF- 2 PERIMETER NON -FOCAL WALL DOUBLE • VC2045 - TPC-1 TRAY PROCESSING CABINET • N/A UPPER CABINET 2DOOR- SHORT CABINET • N/A UPPER CABINET 2DOOR- TALL CABINET • EL0015 - 26 LIGHTING EXIT CEILING ACUITY LQM TYPE 15 • EL0016 - 26 LIGHTING EXIT CEILING ACUITY LQM TYPE 16 EL0028 - 26 LIGHTING EXTERIOR EXIT WALL ACUITY LV • EL0001 - 26 LIGHTING SURFACE STRIP ACUITY CLX • D007B - SLICER GSP H-GSP HD MG011 - RO WATER DISPENSER CSS2500 • FS0005 - FIRE SUPPRESSION SPRINKLER UPRIGHT OPFLEX 0-75 155 K 11-2 • FS0006 - FIRE SUPPRESSION SPRINKLER UPRIGHT OPFLEX 0-75 155 K 16-8 • R41 - R41.080043144 • RD4018.442 - RD4018.442.080043144 RD1069.652 - REFR RD1069.652.064034096 • RD1069.652 - REFR RD1069.652.064034144 RD4043.042 - REFR RD4043.042.081036144 RD2006.642 - REFR RD2006.642.052044096 • RD6010.205 - REFR RD6010.205.035042080 RD6011.205 - REFR RD6011.205.035080144 RD8021.045 - REFR RD8021.045.096044096 RD8022.145 - REFR RD8022.145.103043092 MG025 - SCALE LABELER QUANTUM RC0044 - 23 REFRIGERATION CONDENSING UNIT KYSOR WARREN • EL0003 - 26 LIGHTING SEALED STRIP LSI EG3 PU1067- PRINT STAND FR1001 -FLOOR MOUNTED CORNER GUARD D104 - BLAST CHILLER GBF-15 RA1000 - MULTIPLE STORAGE RACKS TYPE A • RA2000 - MULTIPLE STORAGE RACKS TYPE B • RA4000 - MULTIPLE STORAGE RACKS TYPE D • PU1082 - CABINET MANAGER PU1075 - DOLLY PU1083 - MOBILE RACK PU1075 - TOTE N/A HARWARE POSITIVE LOCK EL0089 26 LIGHTING SURFACE UNDER CABINET LOUISVILLE RT5 HO TYPE 89 EL0094 26 LIGHTING SURFACE UNDER CABINET LOUISVILLE RT5 HO TYPE 94 • D007A STAND MOBILE SZ5-HM • RR1010 MOTHER'S ROOM MODULAR CABINET • VC2017 - CW1 - CASHWRAP • VC0010 - MONITOR ARM VC2040 - PWF-2 - PERIMETER FOCAL WALL VC0016 - WARMER FRAME TEMPMASTER JET EL0083 - 26 LIGHTING FLAT PANEL 2X2 SOLAIS TYPE 83 EL0085 - 26 LIGHTING PENDANT PROGRESS P4406 TYPE 85 • EL0087 - 26 LIGHTING RECESSED SOLAIS XAR13 TYPE 87 • EL0092 - 26 LIGHTING SUSPENDED ORACLE OLS TYPE 92 N/A - 26 ELECTRICAL OUTLET • EL027A - 26 LIGHTING EMERGENCY BATTERY REXEL EVHC • EL0018 - 26 LIGHTING EMERGENCY CEILING REXEL EVHC TYPE 18 • EL0019 - 26 LIGHTING EMERGENCY CEILING REXEL EVHC TYPE 19 • EL0019 - 26 LIGHTING EMERGENCY REXEL EVHC TYPE 18-WALL • EL0048 - 26 LIGHTING PENDANT REXEL MLCP TYPE 48 • FR81 - MENU BOARD HANGING - SINGLE FR81- MENU BOARD HANGING - SINGLE PORTRAIT RD9009.005 - REFR RD9009.005.039048098 FR121 - PRINTER VC0006 - SHREDDER ITEMS REMOVED FROM OS1 SUPPLY ITEMS LIST DURING CCD3: • N/A - CHECKOUT COUNTER GLASS DIVIDER • N/A - CHECKOUT SCREEN • N/A - SNEEZE GUARD • N/A - BASE CABINET 2DOOR • N/A - FRONT CHECKOUT CABINET • N/A - FRONT COUNTER - FILLER CABINET • N/A - FRONT COUNTER ASSEMBLY • N/A - HEALTH SERVICE ASSEMBLY • N/A - HEALTH SERVICE DESK • N/A - PHARMACY BENCH ASSEMBLY • N/A - PHARMACY BENCH CABINET • N/A - SIDE COUNTER STORAGE ASSEMBLY • N/A - TALL CABINET 2DOOR • N/A - TOPPER - HEALTH SERVICE • N/A - TOPPER - CHECKOUT STORAGE • N/A - TOPPER - TALL CABINET • N/A - UPPER CABINET - 2DOOR CHECKOUT • N/A - UPPER CABINET - 2DOOR HEALTH SERVICE CABINET • N/A - WAITING AREA • PH0028 - 2DOOR SAFE • PHO128 - TIME DELAY SENSOR • PH0036 - EQUIPMENT ARM TREE MOUNTED • PH3022 - EQUIPMENT TREE MONITOR MOUNT • PH0035 - EQUIPMENT TREE POST • PH0036 - WALL MOUNTED EQUIPMENT ARM • PH3003 - WALL MOUNTED EQUIPMENT ARM - PC MONITOR • PH3003 - WALL MOUNTED EQUIPMENT ARM - REGISTER MONITOR • PH0030 - 5 DRAWER FILE • PH7008 - FILL POD • PH7000 - RACK 32" • PH7004 - RACK WALL UNIT 32" • PH7005 - RACK WALL UNIT 48" • PH7007 - RACK WILL CALL OF2013 - CABINET POS 5FT • OF2003 - CABINET POS 6FT • BR4009 - MODULAR TECHBAR ASSEMBLY 1741N • EL0017 26 LIGHTING EMERGENCY WALL REXEL EV • FR81 - MENU BOARD WALL ITEMS WITH COUNT CHANGES FROM OS1 SUPPLY ITEMS LIST DURING CCD3: EL00061 - 26 LIGHTING SUSPENDED LINEAR ACUITY ABX3 EL068R - 26 LIGHTING RECESSED DOWNLIGHT CREE LR6 • EL0010 - 26 LIGHTING VOLUMETRIC TROFFER CREE ZR EL0039 - 26 LIGHTING SURFACE STRIP GE LUS OF2013 - CABINET POS 4FT BR4010 - MODULAR TECHBAR ASSEMBLY 2081N • EL0008 - 26 LIGHTING FLAT PANEL REXEL N/A GENERIC STORAGE RACK ADDED EQUIPMENT VENDOR LIST FROM OTP DURING CCD3: AMERIGAS / BLUE RHINO BIZERBA USA INC CULLIGAN • CUSTOM DELIS EQUIPMENT CO INC HAINES, JONES & CADBURY HEATCRAFT REFRIGERATION HILL PHOENIX, INC HUSSMANN CORPORATION ITW FOOD EQUIPMENT GROUP LLC • KYSOR WARREN • LSI INDUSTRIES INC MADIX MIDDLEBY CORPORATION NATIONAL CART CO INC • ORBIS POSITIVE LOCK REGENCY STRUCTURAL CONCEPTS CORP WALMART STORES, INC WEDCOR HOLDING INC REMOVED EQUIPMENT VENDOR LIST FROM OTP TO CCD3: AMSEC THE FOLLOWING CHANGES WERE MADE DURING CCD4: • THE QUANTITY OF PU PANELS UjLLWZOW 0 LLp Y C6D0Q =0Z(n Q W cn 25�Ow�r=Wz n���QOQ�vLLFa QaT'L-626E=Z2w O O Z� Q �t 2°Ow a 5 o� x aHOowwWW,W..2 Z O 3:F4 NOia.5W 1-W Q C�UQgW 0 a 2 W T } VOo~OWW}00m¢ <Ui�ZW u)ZF-J W O~� a. w0W7WOWWZZOO a �aZIWLLWU_OOOQOO Cn TzoQ --� W olxzw2' W �-0000 Q�aaW0MM U) Z Q J D rn Z O U o: m o- %61 r04 LO C� � J co O0 '••L LL 1� V)J� O _ N Of (6 Gig CD J_ _O a O NO 0 Z o 04 N W Of � =j m0 W ti W m Z m O ISSUE BLOCK 1 JCCD4 06/21/21 CHECKED BY: RD DRAWN BY: AJB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 07/01 /21 OWNER SUPPLIED ITEMS a N 7t N O O N m SHEET: osi 1 CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN BY THESE PLANS. STANDARD DRAWING LEGEND EX/S5NON07f TYPICAL NOTE TEXT PROPOSED NOTE STANDARD CONCRETE `� d SAWCUT LINE ---------------- R H N 1 1 SITE LEGEND (NOT ALL USED ON THIS SHE O PROP CONCRETE LIMITS O PROP RELOCATED BOLLARD (MATCH PAINT/SLEEVE TO ARCH PLANS) t�C PROP TYPE A CURB O PROP DEPRESSED CURB EO PROP HEAVY DUTY ASPHALT OF PROP CONCRETE SIDEWALK (�G PROP PAVEMENT STRIPING TO MATCH EXISTING O PROP LIMITS OF FIRE LANE MARKINGS ALONG CURB 0 PROP CROSSWALK O PROP PEDESTRIAN CROSSING SIGN TO MATCH EXISTING OK PROP RELOCATED FIRE HYDRANT LO PROP T BRICK PAVER DETECTABLE WARNING STRIP. REFER TO ARCH PLANS FOR DETAIL. O PROP RELOCATED TREE TO MATCH EXISTING O PROP RELOCATED LIGHTPOLE O PROP RELOCATED PARKING ROW SIGN O PROP STOP SIGN TO MATCH EXISTING OQ CONTRACTOR TO REROUTE IRRIGATION TO SUPPORT REPLACED TREES OPROP PAVEMENT MARKINGS TO MATCH EXISTING O PROP TRANSITION CURB OPROP VARIABLE HEIGHT INTEGRAL CURB OPROP BOLLARD MOUNTED ADA SIGN OPROP CART GUARD RAIL (REF ARCH) N/FPROPE OE!/ELOPM DEEDBOOr STR/PRET NOTES_ SITE DATA: SITE ADDRESS (S): 7631 GALL BOULEVARD ZEPHYRHILLS, FL 33541 SITE AREA 1,344,435.28 SF (t30.864 AC) PARCEL ID NO (S): 34-25-21-0110-00000-0010 ENGINEER: BOHLER ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FL 33431 EXISTING PROPOSED LAND USE SHOPPING CENTER SHOPPING CENTER ZONING COMMUNITY COMMERCIAL (C-2) COMMUNITY COMMERCIAL (C-2) SETBACKS: REQUIRED PROPOSED FRONT: 435' 435' SIDE: 151' 151' REAR: 72' 72' EXISTING PROPOSED BUILDING AREA: 205,861 SF 212,361 SF IMPERVIOUS AREA: 754,023 SF (56.08%) 754,612 SF (56.12%) OPEN SPACE/ PERVIOUS AREA: 213,444 SF (15.87%) 212,855 SF (15.83%) RETENTION/ DETENTION: 165,092 SF (12.28%) 165,092 SF (12.28%) FLOOR TO AREA RATIO (FAR): 15.31 % 15.79% BUILDING HEIGHT: 27'-4" 27'-4" PARKING: EXISTING PROPOSED TOTAL PROVIDED PARKING SPACES: 995 SPACES 978 SPACES PARKING RATIO 4.90 / 1000 4.60 / 1000 MIN REQUIRED PARKING SPACES 1,029 SPACES 1,061 SPACES 1. ALL SITE WORK SHALL MEET OR EXCEED THE WALMART SITE WORK SPECIFICATIONS. 2. EXISTING STRIPING THAT CONFLICTS WITH FINAL LAYOUT NOT SHOWN FOR CLARITY. CONTRACTOR SHALL REMOVE STRIPING THAT CONFLICTS WITH PLANNED IMPROVEMENTS BY ABRASIVE BLASTING. 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 4. TRAFFIC SIGN NUMBERS REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 5. ALL RADII TO BE 3' UNLESS NOTED OTHERWISE. 6. ALL NECESSARY INSPECTIONS, APPROVALS, AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR AUTHORITIES SHALL BE COMPLETED PRIOR TO THE ANNOUNCED BUILDING POSSESSION AND THE FINAL CERTIFICATION OF SERVICES. 7. REFER TO ARCH. PLANS FOR LOCATIONS AND DETAILS OF PIPE BOLLARDS LOCATED AT THE FRONT OF THE BUILDING. 8. SEE ARCHITECTURAL PLANS FOR CONCRETE APRON AND PAD DETAILS. ALL PAVING, CURBING, FLATWORK, SIDEWALKS, FENCING, BOLLARDS, ETC. WHICH CONFLICT WITH NEW CONSTRUCTION ARE TO BE DEMOLISHED AND DISPOSED OF IN ACCORDANCE WITH ANY LOCAL, STATE OR FEDERAL REGULATIONS. 9. ALL NEW PAINTED PAVEMENT MARKINGS SUCH AS DIRECTIONAL ARROWS AND LETTERING SHALL BE PAINTED USING TEMPLATES. 10. THE PAVEMENT SHALL BE FLUSH WITH THE SURFACE OF THE EXIT PORCHES OR SIDEWALKS AT ALL DOORS UNLESS NOTED OTHERWISE. REFER TO GRADING PLAN FOR SPECIFIC ELEVATION INFORMATION. 11. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT AS SHOWN TO ALLOW FOR CLEAN, STRAIGHT JOINT BETWEEN OLD AND NEW SURFACES. 12. CONTRACTOR TO REMOVE ALL PAVEMENT, BASE MATERIALS, CURBING, BOLLARDS, ETC. WITHIN SAWCUT LIMITS OF CONSTRUCTION AREA. 13. ALL NEW STRIPING WITHIN WALMART LOT SHALL BE PAINTED (TWO COATS) AS PER THE SPECIFICATIONS. 14. PEDESTRIAN CROSSING STRIPING. 6" WHITE STRIPES 90--2' O.C. (TYP), W/8" END STRIPES. SEE DETAIL THIS SET. 15. REPAINT EXISTING DIRECTIONAL ARROWS, STOP BARS AND OTHER PAVEMENT MARKINGS AS SHOWN. PAVEMENT MARKINGS SHALL BE RESTRIPED (TWO COATS) OVER EXISTING UTILIZING EXISTING COLORS IN AREAS OF WORK. 16. CONTRACTOR TO COORDINATE FIRE LANE STRIPING AND SIGN REQUIREMENTS WITH LOCAL FIRE DEPARTMENT. 17, REFER TO DETAIL SHEET, THIS SET, FOR CURBED ISLAND DIMENSIONS. 18. NEW HEAVY DUTY CONCRETE TO BE DOWELED INTO EXISTING CONCRETE. 19. CURBED ISLAND TO BE CONSTRUCTED USING TYPE A CURB AND GUTTER. 20. CONTRACTOR SHALL MILL EXISTING ASPHALT TO ENSURE SMOOTH TRANSITION BETWEEN OLD AND NEW PAVEMENT. MILL STRIP SHALL BE 5' WIDE (MIN) BY 1.5" DEEP AT EXISTING PAVEMENT INTERFACE AND SHALL EXTEND THE LENGTH OF THE SHIM (TYP). 21. ELEVATION OF NEW PAVEMENT TO MATCH ELEVATION OF PAVEMENT TO REMAIN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE POSITIVE DRAINAGE IN ALL AREAS. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO ANY EXISTING ITEMS THAT WILL REMAIN IN PLACE AFTER CONSTRUCTION AND DEMOLITION ARE COMPLETE. THOSE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, DRAINAGE SYSTEMS, UTILITIES, CURBING, PAVEMENT, ETC. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ANY EXISTING DAMAGES AND NOTIFYING THE WAL-MART CONSTRUCTION MANAGER. 23. SEE DETAIL SHEET FOR CONCRETE JOINT REQUIREMENTS. 24. THE CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH THE WAL-MART CONSTRUCTION MANAGER AND THE WALMART MANAGER. THE EXISTING WALMART SHALL REMAIN IN OPERATION DURING CONSTRUCTION. 25. CONTRACTOR SHALL KEEP ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR ACCESS TO AND FROM THE SITE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITY WITHIN THE PROXIMITY OF THE EXISTING STORE WITH THE WAL-MART CONSTRUCTION MANAGER AND THE STORE MANAGER TO MINIMIZE DISTURBANCE AND INCONVENIENCES TO THE STORE'S OPERATION AND CUSTOMERS. 26. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE PUBLIC AT ALL TIMES. FENCING, BARRICADES, ENCLOSURES, BARRELS, ETC. TO BE USED IN THE BEST POSSIBLE MANNER AND AS APPROVED BY THE WAL-MART CONSTRUCTION MANAGER. 27. CONTRACTOR TO RELOCATE AND TRANSPLANT EXISTING TREE IF ABLE. IF NOT ABLE TO DO SO, CONTRACTOR TO REPLACE EXISTING TREE. CONTRACTOR TO CONSULT A LANDSCAPE ARCHITECT AND/OR ARBORIST PRIOR TO REMOVAL/RELOCATION/TRANSPLANTATION. 30 15 7.5 0 30 1 "= 30' REVISIONS BY CCD #4 - 06/21/21 DHC DRAWN BAG CHECKED AS DATE 10/05/2020 JOB No. FLT200077 SHEET TITLE DETAILED SITE PLAN SHEET NUMBER C-302 NFPROPERTYOFI(OB PROPERT/ESLICDEED 90)(57VIRME676 PROPERTY LINE ---------------I-L--------- I � / dYATEREASEMENT 1 - i���x x X PROP � a I x 4. lz \ I I 4 V ZIT 4A 1 5 a �a II - � �I n It " A ..�� ell76P`, ? 148 PROP GARDEN CENTER I fi EXPANSION ±3,240 SF -770 V.I ! - A ¢ r- a �r} ,pg ,� I �.' y - _ . a 7{r'r.`'�3r`�,'._tt✓4,541•a. :�� .. 4�, E . .1 r/ f ram." L 1I 6 a i A '"PROS SAVdC - PROP 67 LF OF li - � � f 12" STM ` o t . @ 1.00%SLOPE PROP 12" NYLOPLAST ".. DRAIN BASIN #3 RIM EL = AT GRADE a 001 I INVEL=149.47, PROP STM C/O #2 6 INV EL = 149.00 INV EL = 149.02 PROP 12" NYLOPLAST INV EL = 148.9 DRAIN BASIN#2 .4 RIM EL = AT GRADE PROPOSED INV E L = 149,70' CLINIC INVEL=148,9 'rl EXPANSION PROP 17 LF OF ±6,500 SF 12" STM @1.00%SLOPE ,r FFE=154.85 INV EL = 148.71 NV EL - 48 PROP 12" NYLOPLAST I - DRAIN BASIN #1 RIM EL = AT GRADE INV EL=148.27 INV EL= 149.87' ELECTRIC AND TELEPHONE SERVICE CONNECTION TO BE---"""' E INV EL = 148.37 PROVIDED INTERNALLY THROUGH EX BUILDING PROP STM C/O #3 WATER SERVICE AND FIRE PROTECTION T INV EL = 148.10 BE PROVIDED INTERNALLY THROUGH EX BUILDING INV EL= 148.41 Wa I ml o v, ftl ca r t Supercenter STORE #706 EX. BLDG _+ _205,861 SF PROP. BLDG = ±212,361 SF PROP SAWCUT--_� OD Sip.. t asf PRO%/ 6 LF 61' PV6 SAN LfN'5A1.60.% SLOPE IPROP ,_N C/0. t !aI1V`Ek `, 14 11 PROP 38 LF 6" PVC SAN Ua E @1.00 I `J I I �I OOI- PROP STM C/O #1 INV EL = 149.03 IIII I q � I I N- A I r PROP 90 LF OF 12" STM @ 1.00% SLOPE f L_L PROP 7 LF--J- OF 10" DIP EXTENSION 1.N 'I R - 4 _ `a aas A \\ t `a q .x II 6 a. ' a - s r1r.l:Lr(iEt�ri7,EL 1� . 4 4 ®, 4ff .A A. i PROP RELOCATED FIRE HYDRANT ? _ { I1 _- QOl -__- PROP 144 LF OF 12" STM PROP DROP MANHOLE STRUCTURE INV EL = 137.78 (N) INV EL = 137.78 (S) INV EL = 142.48 (W) \ CONTRACTOR TO VERIFY EX INVERT ELEVATIONS PRIOR TO ROOF LEADER INSTALLATION IN ORDER TO VERIFY DROP AND ADJUST SLOPE OF PIPE AS NEEDED. l ' @ 3.00% SLOPE 9 ROP 18 LF OF 12" STM @ 1.00%SLOPE PROP STM/ EX WATER MAIN / CROSSING MINIMUM CLEARANCE = 12" ROP STM CLEANOUT EX WATER MAIN BOTTOM = 150.0T INV EL = 148,28 PROP STM TOP = 147.90' I i ( I I / PROP SAN C/O #4- INV EL=146.79 PROP SAN CIO #3 PROP 90 LF 6" P;VC SAN LINE @1.00 % SLOPE INV EL = 147.69 . L SL - SL SL - SL „�-LLOD - ' L LOD L LOD LOD LO _I -p - PROP SAN C/0 #2 D ROP 61 LF 6" PVC SAN LINE 01.00 % SLOPE PROP SAN C/O #5 INV EL=144.09 � LOD= -� LOD L� � LOD o PROP 90 LF 6" PVC SAN LINE @3.00 /o SLOPE INV CL =-140.JU - ° ' -PROP SAN/ EX STM MAIN CROSSING MINIMUM CLEARANCE =12" I( PROP SAN BOTTOM = 146.67 EX STM TOP = 139,75 PROP SAN/ EX WATER MAIN 1 CROSSING 7 MINIMUM CLEARANCE =12" ) ` EX WATER MAIN BOTTOM = 150.07' r` n I I PROP SAN TOP=148.48' t .�: 400fS5EASENENTP9 42 PO --�I pq I �V 1 /( il`� III , _ %J � ',, _ a.• .. __ "`` -__ w_ � tlt1�_ .._._ _. i� f" I ? � i � �. _ �. �--_ _.� �� �l s `s �ry/,�+!,�P✓r'ir�. Irsr ..�__ � /fug'�i11•`1f�'�/errfft�n'u��.l.,t II II (I I I II I IdYATEREASfMENTPB42, PG59 II I II ( ( II PROP SAN CIO #6 INV EL = 141.93 PROP 62 LF 6" PVC SAN LINE _SL_ -PROP 72 LF 6" PVC SAN LINE @3.00 %SLOPE PROP SAN LINE TO TIE INTO EX MH VIA INSIDE DROP CONNECTION WITH PLUMBING PLANS FOR EXACT LOCATION. RIM EL = AT GRADE INV EL (E, TOP) _ 1140.07 INV EL (E, BOTTOM) _ ± 135.00 S4N/TARYSfWfRf45fAfENTPB42, PGSB �/ SLOPE L N/FPROPERTYOFFRONTIE! DEVEIOPMENTZEPHYRHILLt DEED B00K52D6/PAGE 965 STRIPREMIZ UTILITY LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE ( I _ SANITARY SAN # 9 1 LABEL SANITARY SEWER SL LATERAL UNDERGROUND W WATER LINE UNDERGROUND E ELECTRIC LINE UNDERGROUND G GAS LINE OVERHEAD OH WIRE UNDERGROUND T TELEPHONE LINE UNDERGROUND 0 CABLE LINE STORM SEWER SANITARY S SEWER MAIN HYDRANT ! SANITARY MANHOLE STORM STRUCTURES Q mk/ATC4e 1. SEE ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFYING ANY UTILITY COMPANY WHICH MAINTAINS A UTILITY LINE WITHIN THE BOUNDARIES OF THE PROJECT PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY FOR ANY DAMAGE, INCURRED BY ANY UTILITY COMPANY, TO THEIR LINES AS A RESULT OF HIS ACTIVITIES, WHETHER THESE LINES ARE SHOWN ON THE CONSTRUCTION PLANS OR NOT. 3. MAINTAIN MINIMUM 1 O' HORIZONTAL AND 18" VERTICAL SEPARATION AT ALL WATER AND SEWER CROSSINGS. CONTRACTOR SHALL ADJUST ELEVATION OF WATER AS NEEDED TO MAINTAIN ADEQUATE SEPARATION AND BURIAL DEPTH. 4. CONTRACTOR SHALL ADJUST TOPS OF CLEANOUTS, MANHOLES, VALVES, ETC. TO MATCH FINAL GRADE. 5. ALL REPLACED/AFFECTED LIGHT POLE CONCRETE BASES ARE TO BE COATED WITH A PORTLAND/SAND MIXTURE TO FILL ALL VOIDS IN THE CONCRETE AND PROVIDE BASE WITH A HAND RUBBED FINISH. BASES ARE TO THEN BE SEALED WITH A CLEAR CONCRETE SEALANT AND MARKED WITH REFLECTIVE TAPE PER THE DETAIL. 6. CONTRACTOR SHALL PROVIDE A TOTAL CONTAINMENT SYSTEM FOR ABRASIVE BLASTING OF EXISTING LIGHT POLE BASES TO ENSURE THAT NO MATERIAL IS ALLOWED TO EXIT THE SITE. 7. ALL REPLACED/AFFECTED LIGHT POLES TO BE REPAINTED. MATCH EXISTING COLOR. 8. RELOCATE EXISTING LIGHT POLES TO LOCATIONS INDICATED. 9. EXISTING UTILITY LINE LOCATION IS BASED ON ORIGINAL CONSTRUCTION PLANS. THE EXACT LOCATION WAS UNABLE TO BE VERIFIED IN THE FIELD. CONTRACTOR TO VERIFY EXACT LOCATION OF THE EXISTING UTILITY LINE PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 10. SEE ARCH/MEP PLANS FOR UTILITY ENTRANCE LOCATIONS. 11. CONTRACTOR TO USE CAUTION WHEN PERFORMING CONSTRUCTION ACTIVITIES IN THE VICINITY OF THE EXISTING WATER LINE. ANY DAMAGES TO UTILITIES ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 12. ALL SANITARY SEWER AND WATER MATERIALS AND METHODS SHALL CONFORM TO ZEPHYRHILLS, FL UTILITY STANDARDS. 13. EXISTING IRRIGATION SYSTEM TO BE EXTENDED TO NEW ISLAND LOCATION. CONTRACTOR SHALL ENSURE FUNCTIONAL IRRIGATION SYSTEM AS PART OF PROJECT. 14. GENERAL CONTRACTOR TO EXPOSE AND VERIFY WATER LINE DEPTH PRIOR TO CONSTRUCTION OF STORM PIPE. 15. GENERAL CONTRACTOR TO INSERT BENDS AND FITTINGS AND TAP INTO INTO EXISTING WATERLINE AS NEEDED TO RELOCATE BACKFLOW PREVNETOR. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN BY THESE PLANS. 30� 15 7.5 0 30 1 "= 30' REVISIONS BY CCD #4 - 06/21/21 DHC 1 0; Ln r o en co M LU c MN cv) ~ Q N co Zz N 9 r T -.- -. J w °QL0 ow J QLL"" r � Q co co Z F- - uj Z ��Um Q ww X�- W ° z O O X u m� Q N m 0 o Q N g ° o O ° ° N ° ° S c� ° ° 9 ° o °o No. 82408 o ° 1 ° 1 0 .0 ° IONA1- JUN Q r W LO Q M co J � W J N L.L O D LL. J U) Z W = J 2 U 00-0 W = cQ ff< G V CL n J M (� N Cn N � DRAWN BAG CHECKED AS DATE 10/05/2020 JOB No, FLT200077 SHEET TITLE UTILITY PLAN SHEET NUMBER C-501