RENOVATION KEY PLAN FIRE PROTECTION FIRE SPRINKLER GENERAL NOTES AND LEGENDS ENLARGED FIRE SPRINKLER PLAN / DETAILS FIRE SPRINKLER SPECIFICATIONS
USE / OCCUPANCY CLASSIFICATION
APPLICABLE CODES
APPLICABLE CODES Applicable Code
Applicable Code Section
BUILDING CODE 2018 IBC, LOCAL AMENDMENTS EFF 1//1/2019 EXISTING BUILDING CODE 2018 IEBC (INTERNATIONAL EXISTING BUILDING CODE) MECHANICAL CODE 2018 IMC,LOCAL AMENDMENTS EFF 1//1/2019 PLUMBING CODE 2018 IPC, LOCAL AMENDMENTS EFF 1//1/2019 ELECTRICAL CODE 2017 NEC, LOCAL AMENDMENTS EFF 1//1/2019 FIRE CODE 2018 IFC, LOCAL AMENDMENTS EFF 1//1/2019 ENERGY CODE 2018 IECC, LOCAL AMENDMENTS EFF 1//1/2019 ACCESSIBILITY CODE 2012 TEXAS ACCESSIBILITY STANDARDS (TAS)
GROUP B – BUSINESS
MIXED USE / OCCUPANCY DESIGNED AS NON- SEPARATED OCCUPANCIES (COMPLIES) OCCUPANT LOAD
TOTAL BUILDING OCCUPANT LOAD
IBC 309.1
MEANS OF EGRESS SIZING CAPACITY
IBC 304.1 IBC 303.1. IBC 303.1.2 (1) IBC 508.3
IBC TAB 1004.1.2
CONSTRUCTION TYPE
II-B
IBC 602.5
BUILDING AREA
ALLOWABLE AREA: UNLIMITED (507.4), FULLY SPRINNKLERED (COMPLIES),
IBC (DEFINITIONS) IBC 507.1 THROUGH 507.12
PROJECT MUST BE REGISTERED WITH TEXAS DEPARTMENT OF LICENSING AND REGULATION (TDLR) VIA THE TEXAS ARCHITECTURAL BARRIERS SYSTEM (TABS) PROGRAM. TAB REGISTRATION IS TAB2020018677.
UNLIMITED AREA BUILDINGS – SPRINKLERED 1 STORY BUILDINGS AREA REQUIREMENTS
PROPOSED HEIGHT: 1 STORY / PROPOSED CENTRAL FILL IBC 504 WITHIN EXISTING BUILDING IBC TABLE 504.3 EXISTING BUILDING PARAPET HEIGHT - MAIN BUILDING = 37’ - 10" (MAIN ROOF) ALL PROPOSED WORK AT INTERIOR / WITHIN EXSTING BUILDING NO CHANGE IN BUILDING HEIGHT EXISTING BUILDING AND NEW PROPOSED BUILDING RENOVATION IS EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLERS. ENTIRE BUILDING IS SURROUNDED BY 60 FT MIN PERMANAENT OPEN SPACE AND THEREBY COMPLIES WITH SECTION 507.4 FOR UNLIMITED AREA CRITERIA. NO SEPARATION REQUIRED FOR 1 STORY, SPRINKLERS BUILDINGS OF USE GROUPS B F M & S. THIS PROPOSED STRUCTURE IS A B-USE AND WITH THE EXISTING WALMART STORE COMPLIES AS AN UNLIMITED AREA BUILDING (COMPLIES)
FIRE RESISTIVE RATINGS TYPE II-B CONSTRUCTION: REQUIRED / PROVIDED STRUCTURAL FRAME 0 HR 0 HR ROOF CONSTRUCT 0 HR 0 HR EXT BEARING WALL NA NA INT / EXT NON BEAR WALL 0 HR 0 HR FLOOR CONSTRUCT 0 HR 0 HR COMBUSTIBLE MATERIAL IN TYPE I & II CONSTRUCTION.
NUMBER OF REQUIRED EXITS. MINIMUM EXITS ACCESS DOORWAYS REMOTENESS
-A00-COVER SHEET
AUTOMATIC SPRINKLER SYSTEMS
B-USE, A-USE, F-USE NOT REQUIRED, BASED ON OCCUPANCY LOADS OWNER IS PROVIDING FIRE ALARM SYSTEM (COMPLIES) PROVIDED. INSTALLED (COMPLIES)
MIN EGRESS WIDTH CAPACITY FACTOR / PER PERSON = 0.2”
IBC 1005.3.2
MIN WIDTH EXIT CORRIDOR/PASSAGEWAYS = 44”
IBC TABLE 1018.2
EXITS: 2 MINIMUM REQUIRED (8 PROVIDED, * REMOTENESS: (200''- 5"), COMPLIES
ARCHITECTURAL:
GENERAL NOTES PERTAINING TO CODE REFERENCE NOTES:
CODE / SECTION / REF# IBC 907.2.1 & 907.2.2
1.
CONSTRUCTION TYPE V-B SHOWN ALIGNS WITH THE CARROLLTON, TX STORE 1216 CONSTRUCTION DOCUMENTS, DATED 02/23/15.
2.
THIS IS AN UNLIMITED AREA BUILDING AND COMPLIES WITH IBC 2018 SECTION 507 UNLIMITED AREA BUILDINGS.
3.
OCCUPANCY/USE GROUPS (BOTH EXISTING STORE AND PROPOSED EXPANSION ARE ALLOWED USES IN UNLIMITED AREA BUILDINGS. COMPLIES UNDER IBC 2018 SECTION 508.3 AS NON SEPARATED USES.
MASSA MULTIMEDIA ARCHITECTURE 3297 ROUTE 66, NEPTUNE, NJ 07753 (732)918-2300
STRUCTURAL ENGINEERS: IBC 907.2.1 THROUGH 907.2.23 AND NFPA 72 NFPA 13, IBC 903.1.1 & 2014 INDIANA FIRE CODE
JOHNSTON BURKHOLDER ASSOCIATES 930 CENTRAL STREET KANSAS CITY, MO 64105 (816)214-4550
SEISMIC CATEGORY B
IBC 1015.1: IBC 1015.2 IBC 1015.2.1
PORTABLE FIRE EXTINGUISHERS
COMPLY WITH INSTALLATION AND LOCATE PER CODE IBC 906.1, TABLE 906.1, REQUIREMENTS & LOCAL FIRE INSPECTION AUTHORITIES 906.3 (1) & 2014 INDIANA FIRE CODE
INTERIOR FINISHES (IN BUILDINGS WITH AUTOMATIC SPRINKLER SYSTEM)
WALLS, CEILINGS, FINISHES - MINIMUM CLASS "B" AT EXIT NFPA 286 ACCESS CORRIDORS AND EXIT WAYS. WALLS, CEILNGS, FINISHES - ALL OTHER ROOMS, MIMIMUM CLASS "C".
THIS PROJECT IS IN SEISMIC DESIGN CATEGORY B. IT SHALL BE THE MANUFACTURER'S SOLE RESPONSIBILITY TO DESIGN THE MODULAR WALL SYSTEM FOR SEISMIC LOADS AND PROVIDE ANY BRACING OR ANCHORAGE REQUIRED BY CODE. THE MODULAR WALL MANUFACTURER TO SUBMIT SHOP DRAWINGS TO SHOW ALL REQUIRED BRACING AND ANCHORING TO COMPLY WITH SEISMIC DESIGN CATEGORY B REQUIREMENTS AS REQUIRED
FLOOR FINISHES - CLASS I & II FINISHES TO MEET MFPA 253. CLASS I 0.45 WATTS/CM(SQUARED) OR GREATER; CLASS II 0.22 WATTS/CM(SQUARED) OR GREATER
EGRESS DOORS SERVING A ROOM OR AREA CONTAINING IBC 1008.1.2 AN OCCUPANT LOAD GREATER THAN 49 PERSONS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL: BREAKROOM: 49 OCCUPANTS SWING IN DIRECTION OF EGRESS (COMPLIES) IBC 2012; 1015.2 - MINIMUM 2 EXITS.
EXIT ARRANGEMENT (DEAD END CORRIDORS) EXIT TRAVEL DISTANCE COMMON PATH OF TRAVEL
DEAD END CORRIDORS NOT TO EXCEED 50 FT (FULLY SPRINKLERED BUILDING)
IBC 1018.4 (EXC 1)
MAX. TRAVEL DISTANCE ALLOWED FROM FURTHEST / REMOTE AREA = 300 FT. (FULLY SPRINKLERED BUILDING) LONGEST ACTUAL = (263’ – 0”) (COMPLIES)
IBC 1016.2 TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE
MAX. ALLOWABLE COMMON PATH OF TRAVEL = 100 FT (FULLY SPRINKLERED BUILDING) ACTUAL = 64’ – 8” (COMPLIES)
IBC TABLE 1014.3
EXIT ACCESS THROUGH INTERVENING SPACES, WHERE ROOMS ARE OF SAME OR LESSER HAZARD. (COMPLIES) EXIT ACCESS DOES NOT PASS THROUGH ROOMS THAT CAN BE LOCKED. (COMPLIES) ILLUMINATION TO BE CONTINUOUS DURING HOURS OF OPERATION. ILLUMINATION SHALL BE FOR A MIN OF 1 ½ HOURS IN EVENT OF POWER FAILURE / LOSS WITH A MIN OF 1 FC ILLUM. ALONG PATH OF EGRESS. (SHOWN / COMPLIES)
IBC 1014.2 (1)
FIRE PROTECTION ENGINEERS: HENDERSON ENGINEERS 8345 Lenexa Drive, Suite 300, Lenexa, KS 66214 (913) 742-5000
EXTRACT FROM 2018 INTERNATIONAL PLUMBING CODE TABLE 403.1 MINIMUM NUMBER OR REQUIRED PLUMBING FIXTURES
IBC 803.9, TABLE 803.9 & NFPA 286 CLASS
NFPA 253
USE GROUP
BUSINESS
SUPERVISED – AUTO SPRINKLERED SYSTEM IS PROVIDED,
DOOR SWINGS
EMERGENCY LIGHTING ILLUMINATION
NFPA 13
NOTE: PROPOSED BREAKROOM CLASSIFIED AS B USE. COMLIES WITH IBC 2012: 303.1.2 (1), FOR ASSEMBLY SPACES WITH LESS THAN 50 OCCUPANTS SHALL BE CLASSIFIED AS GROUP B OCCUPANCY.
MIN (2) ACCESSIBLE MEANS OF EGRESS ARE REQUIRED . IBC 1007.1 (COMPLIES).
TOTAL REQUIRED
B
REFER TO OCCUPANCY SCHEDULE ON DRAWING SHEET N1 LIFE SAFETY PLAN DESCRIPTION WATER CLOSETS LAVATORIES BUILDING FOR TRANSACTION OF BUSINESS, PROFESSIONAL SERVICES
1 PER 25 FOR FIRST 50; 1 PER 50 FOR REMAINING OCCPANCY
1 PER 40 FOR FIRST 80; 1 PER 80 FOR REMAINING EXCEDING 80
IBC 1006.1,1006.2, 1006.3 & 1006.3.1
DRINKING FOUNTAINS
SERVICE SINK
1 PER 100
1 REQUIRED
MEP ENGINEERS: HENDERSON ENGINEERS 8345 Lenexa Drive, Suite 300, Lenexa, KS 66214 (913) 742-5000
ISSUE BLOCK:
BUILDING OFFICIAL: MEN
WOMEN
MEN
WOMEN
2 WC REQUIRED
2 WC REQUIRED
1 LAV REQUIRED
1 LAV REQUIRED
1 2 DF REQUIRED
1 SS REQUIRED
1 LAV IN 1 LAV IN 2 DF IN LOBBY 1 WC EA AVAILABLE LAB TOILET LAB TOILET LAB TOILET 100 IN UNISEX TOILET & 1 WC EA AVAILABLE 1 LAB AVAILABLE IN 1 LAVEA AVAILABLE TOILET(FOR EITHER IN UNISEX TOILET & UNISEX TOILET & IN UNISEX TOILET & MEN OR WOMENS TOILET (FOR TOILET (FOR TOILET (FOR USE). EITHER MEN OR EITHER MEN OR EITHER MEN OR WOMENS USE). WOMENS USE) WOMENS USE)
1 REQUIRED
TOTAL REQUIRED BY IPC 2018 TOTAL OCCUPANCY 2 WC TOTAL 2 WC TOTAL 1 LAV TOTAL 1 LAV TOTAL DIVIDED IN HALF. THE REQUIRED # OF FIXTURES REQUIRED 3 TOTAL REQUIRED 3 TOTAL REQUIRED 3 TOTAL REQUIRED 3 TOTAL IS BASED ON RATIO FOR EACH FIXTURE TYPE PROVIDED PROVIDED PROVIDED PROVIDED APPLIED TO OCCUPANT LOAD PER EACH SEX IN ACCORDANCE WITH TABLE 403.1. ALL FRACTIONS ROUNDED UP TO NEXT WHOLE NUMBER. TABLE 403.1 AND PARAGRAPH 403.1.1 FIXTURE CALCULATIONS 1 PER 25 FOR FIRST 50; 1 PER 50 FOR REMAINING OCCUPANCY.
IBC 1014.2 (2)
2 DF TOTAL
1
CITY OF CARROLLTON CITY HALL BUILDING SECTION 1945 E. JACKSON ROAD CARROLLTON, TX 75006 CONSTRUCTION OFFICIAL: EDWARD GREEN, CHIEF EXAMINER Edward.green@cityofcarrollton.com 972.466.3236 I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS, KNOW AS CONSTRUCTION DOCUMENTS, HAVE BEEN PREPARED THE FIRM MASSA MULTIMEDIA ARCHITECTURE, PC, UNDER MY DIRECT SUPERVISION AND FURTHER CERITFY, TO THE BEST OF MY KNOWLEDGE, THAT THE CONSTRUCTION DOCUMENTS HAVE BEEN PREAPRED IN ACCORDANCE WITH ALL CURRENT APPLICABLE CODES AS INDICATED IN THE DOCUMENTS AND COMPLY WITH THE TEXAS OCCUPATIONS CODE TITLE 6 , CHAPHTER - SECTION 1051.0016 FOR ARCHITECTURAL PLANS AND SPECIFICATIONS.
NOTES UNDER TABLE 403.1 OF IPC 2018DE: FIXTURES SHOWN ARE BASED ON ONE FIXTURE BEING THE MINIMUM REQUIRED FOR THE NUMBER OF PERSONS INDICATED OR A FRACTION OF THE NUMBER OF PERSONS INDICATED. THE NUMBER OF OCCUPANTS ARE AS DETERMINED BY IBC CODE AND AS SHOWN ON DRAWING N1 - LIFE SAFETY PLAN.
CHECKED BY:
Checker
DRAWN BY:
Author
FIXTURE CALCULATIONS: TO DETERMINE THE OCCUPANCY LOAD OF EACH SEX, THE TOTAL OCCUPANT LOAD IS DIVIDED IN HALF, TO DETERMINE THE REQUIRED NUMBER OF FIXTURES, THE FIXTURE RATIO OR RATIOS FOR EACH FIXTURE TYPE SHALL BE APPLIED TO THE OCCUPANT LOAD OF EACH SEX IN ACCORDANCE WITH TABLE 403.1 OF THE IPC. FACTIONAL NUMBERS RESULTING FROM APPLYING THE FIXTURE RATIOS OF THE TABLE SHALL BE ROUNDED UP TO THE NEXT WHOLE NUMBER.
DOCUMENT DATE: 03/06/2023
SECTION 403.1.2 - PLUMBING FIXTURES LOCATED IN SINGLE-USER FACILITIES AND BATHING ROOMS INCLUDING FAMILY/ASSISTED USE TOILET FACILITIES, REQUIRED IN IBC SECTION 1109.2, SHALL CONTRIBUTE TOWARD TOTAL FIXTURE COUNT.
COVER SHEET
SECTION 403.2 - WHERE PLUMBING ARE REQUIRED, SEPARATE FACILITIES SHALL BE PROVIDED FOR EACH SEX. TOTAL OCCUPANT LOAD SHALL NOT BE REQUIRED TO BE DIVIDED IN HALF IF APPROVED STATISTICAL INFO IS PROVIDED AND SHOWS DISTRIBUTION OF SEXES IS OTHER THAN 50 PERCENT OF EACH SEX....
MEANS OF EGRESS ILLUMINATION
EMERGENCY EGRESS LIGHTING SHALL BE AT: AISLES, IBC 1006.3 (1), 2702.2.7 & CORRIDORS, EXIT ACCESS DOORS, EXTERIOR LANDINGS (F) 1008.1.4.3 AND POINTS OF EXIT DISCHARGE.
EXIT SIGN LIGHTING ILLUMINATION
INTERIOR EXIT SIGNS THAT ARE INTERNALLY LIT, SHALL BE CONTINUOUSLY LIT IN ACCORDANCE WITH ANSI / UL 924 - THE STANDARD FOR EMERGENCY LIGHTING & POWER EQUIPMENT. (FOR MIN. 90 MINUTES) EXIT SIGNS SHALL COMPLY FOR LOCATION
SHAFTS IN BUILDINGS LESS THAN 4 STORIES IN HEIGHT = IBC SECT 713 1 HR (NOT NEEDED) IBC 713.4
AUTOMATIC SPRINKLERS ALL SPRINKLER INSTALLATION IN ACCORDANCE WITH NFPA 13
FIRE ALARM SYSTEMS
ACCESSIBLE MEANS OF EGRESS
COMBUSTIBLE MATERIALS IN BUILDINGS TYPE I / II TO COMPLY WITH IBC SECTIONS 603.1.1 THROUGH 603.1.3 FOR FIRE - RETARDANT TREATED WOOD.
FIRE BARRIERS (AS MAY BE REQUIRED)
B-USE: 100 SF/OCCUPANT IBC TABLE 1004.1.2 F-1 USE: 500 SF/OCCUPANT S-2 USE: 300 SF/OCCUPANT A-2 USE: 15 NET (CHAIRS AND TABLES/UNCONCENTRATED)
DESCRIPTION
TOTAL PROVIDED
EXIT ACCESS
- 1.1 NON-BEARING PARTITIONS WITH 2 HOURS OR LESS RATING. - 1.2 IN 1 STORY BUILDINGS NOT EXCEEDING HEIGHT AND AREA LIMITATIONS FOR TYPE I & II CONSTRUCTION. - 1.3 ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES FRAMING AND DECKING.
CODE SECTION
A MIN SEPARATION OF THE EXITS SHALL BE A MN 1/3 THE IBC 1015.2.1 (EXC 2) LENGTH OF THE MAXIMUM DIAGONAL DIMENSION OF THE BUILDING AREA SERVED. THIS BUILDING HAS A MAX DIAGONAL LENGTH = 536’- 9 1/2” THE DISTANCE OF THE FURTHEST REMOTE EXIT DOORS = 200’ - 5” (COMPLIES), IBC 2012; 1015.2.1
IBC 603.1
WOOD NOT USED AS A FINISH MATERIAL TO COMPLY WITH IBC 603.1 AND SHALL BE FIRE RETARDANT TREATED.
CODE / SECTION / REF#
ACOUSTIC CEILING PANELS SYSTEM - MINIMUM CLASS "C" IBC 803.9 & TABLE 803.9
IBC 507 IBC 507.4
IBC TAB 601
DESCRIPTION
MINIMUM DOOR WIDTH: 32”, SINGLE DOOR MINIMUM 31" CLEAR (COMPLIES) MINIMUM DOOR WIDTH: 68", PAIR DOOR MINIMUM 62” CLEAR (COMPLIES)
TOTAL OCCUPANCY LOAD: 527
BUILDING HEIGHT
3/6/2023 11:51:26 AM Autodesk Docs://300-22-003 Spring TX/300-22-003 Spring TX_Central Fill Station.rvt
CODE SECTION
IBC 1006.3, 1011.3 & 1011.5
IBC 1011.1
SEPARATE SUBMITTALS AND REVIEWS BY FIRE PLAN REVIEW FOR: • • • •
JOB NUMBER: 300-21-001
BUSINESS (MEDICAL OUT PATIENT CLINIC)
F-1, S-2, B, A-2
CODE / SECTION / REF#
STORE NO. 5169
PROPOSED USE:
EXISTING OCCUPANCY (WAREHOUSE)
DESCRIPTION
STIPULATION FOR REUSE
FS001 FS101 FS102
SPRING, TX
WALMART ???? 608 SPRING HILL DRIVE, BUILDING #3, SUITE #300 SPRING, TX 77386
4. REFER TO GENERAL CONTRACTOR PERMIT, REGISTRATION, NOTIFICATION INSPECTION & INSTALLER CERTIFICATION (GCPRN) REPORT LOCATED IN GC PERMIT INFORMATION FOLDER ON OWNER'S DOCUMENT DELIVERY WEBSITE.
Johnston Burkholder Associates
NORTH
THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SPRING, TEXAS CONTEMPORARANEOUSLY WITH ITS ISSUE DATE ON 03/06/2023, AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.
PLUMBING GENERAL NOTES AND LEGENDS OVERALL PLUMBING PLAN
CODE SECTION NAME OF PROJECT: STREET ADDRESS:
3. REINSTALL ALL FIRE EXTINGUISHERS IMMEDIATELY FOLLOWING COMPLETION OF FINAL FINISH TO MOUNTING SURFACE.
CCopyright 2017 Johnston Burkholder Associates
2. WALMART'S ALARM CENTRAL 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 800-530-9924, OPTION 3.
PLUMBING P001 P101
3297 Route 66, Neptune, NJ 07753 t:732.918.2300 f:732-898-7848
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.
ELECTRICAL GENERAL NOTES AND LEGENDS OVERALL POWER PLAN ENLARGED POWER PLANS ENLARGED POWER PLANS AND DETAILS ELECTRICAL ONE-LINE DIAGRAMS AND SCHEDULES ELECTRICAL PANELBOARD SCHEDULES ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFCATIONS
ARCHITECTURE A00 COVER SHEET G01 GENERAL INFORMATION G02 GENERAL INFORMATION G03 SPECIFICATIONS G04 SPECIFICATIONS LS1 LIFE SAFETY PLAN AS01 EXIStING SITE PLAN A01 MASTER PLAN - EXISTING A02.01 MASTER PLAN - PHASE 1A DEMOLITION A02.02 MASTER PLAN - PHASE 1A A02.03 MASTER PLAN - PHASE 1B DEMOLITION A02.04 MASTER PLAN - PHASE 1B A02.05 MASTER PLAN - PHASE 1C DEMOLITION A02.06 MASTER PLAN - PHASE 1C A02.07 MASTER PLAN - PHASE 1D DEMOLITION A02.08 MASTER PLAN - PHASE 1D A02.09 MASTER PLAN - PHASE 1E DEMOLITION A02.10 MASTER PLAN - PHASE 1E A02.20 MASTER PLAN - PHASE 2 DEMOLITION A02.30 MASTER PLAN - PHASE 2 A02.40 MASTER PLAN - PHASE 3 DEMOLITION A02.50 MASTER PLAN - PHASE 3 A02.60 MASTER PLAN - PHASE 4 DEMOLITION A02.70 MASTER PLAN - PHASE 4 A02.80 MASTER PLAN - PHASE 5 DEMOLTION A02.90 MASTER PLAN - PHASE 5 A04 ENLARGED PLANS & ELEVATIONS A05 DIMENSION PLAN A06 INTERIOR ELEVATIONS A07 INTERIOR ELEVATIONS A08 INTERIOR ELEVATIONS A09 DOOR SCHEDULE, DETAILS
NOT FOR CONSTRUCTION
8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 FAX 913 742 5001 www.hei-eng.com
E001 E101 E201 E202 E301 E401 E501 E502
GENERAL NOTES
VICINITY MAP
ELECTRICAL
PHONE (816) 421-4200 FAX (816) 421-4381
MECHANICAL
930 CENTRAL KANSAS CITY, MISSOURI 64105
CENTRAL FILL STATION - SPRING TX
03/06/2023
CONSULTANTS
CIVIL
DATE: PROTO:
CONSULTING STRUCTURAL ENGINEERS
SPRING, TEXAS STORE NO: 5169
Gabriel J. Massa, RA, AIA, NCARB, LEED AP TX License No: 16849
EXISTING SQ FT: EXISTING OFFICE SQ FT: EXPANDED OFFICE SQ FT:
FIRE SPRINKLER FIRE ALARM SYSTEMS FIRE SUPPRESSION SYSTEMS STORAGE AND/OR USE OF HAZARDOUS MATERIALS
SHEET:
A00