FAKZ172004_FAKZ182106_B-3 DRAWINGS SIGNED.pdf
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- Attached to
- REPAIR WEAPON RELEASE B1312
- Solicitation number
- W50S6N-21-B-0001
About this file
This solicitation is for repair and renovation services for Weapon Release Building 1312 at Dannelly Field Air National Guard Base in Montgomery, Alabama. The Department of the Army Alabama Army National Guard intends to award a single firm fixed-price contract with a duration of 425 days after notice to proceed. The project includes removal and replacement of mechanical, electrical, and plumbing systems as well as installation of a new sprinkler system, roof, and exterior cladding. There are also four bid options related to interior renovations and specialized systems. The contract value is estimated between $5 million and $10 million. The North American Industry Classification code is 236210 and the size standard is $39.5 million. The solicitation is set aside 100% for small businesses. Interested parties must register in the System for Award Management and check the Contracting Opportunities website regularly for amendments.
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Sheet Number
Sheet Title
Project Title
M on tg om er y
D ot ha n
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Job Number
Date
Drawn By
Checked By
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T1.0
TITLE SHEET
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SS&L - 18075
DECEMBER 2020
CF, CR, JG
DD, FL
187th Fighter Wing Dannelly Field - AL ANG Montgomery, AL
FAKZ 182106 / FAKZ172004
Approvals:
Title: Signature: Date:
Base Commander
Base Project Engineer
Safety
Base Communications
Architect:
Design Team:
Option #3
Schedule of Bid Options:
Epoxy Flooring Systems (Bid Opt. No. 2)
Option #2 F-35 Mission Requirements
Option #1 OMITTED
Plumbing, Mechanical, & Fire Protection:
Consulting Engineers:
Electrical:
Structural:
Civil:
F-35 - REPAIR WEAPONS SHOP BLDG 1312
Option #4 Aluminum Canopies (Bid Option No. 2)
Option #5 Furring of Existing Walls (Bid Opt. No. 2)
Fire Chief
Security Police
Bio Environmental Eng.
Base Civil Engineer
Rev. Description Date
202A A101
1Ref
Re f
1 Ref
Re f
A101
Ref
1Re f
1 Re f
Ref
ROOM NAME
150 SF
1t
1i
A101
SIM
A101
SIM
A101
SIM
Building Elevation Tag
Interior Elevation Tag
Building Section Tag
Wall Section Tag
Detail Tag
GEN. SYMBOL LEGEND
Room Tag
ADA Approved Turning Space
Spot Elevation
Door Tag (See Door Schedule)
Window Tag (See Window Schedule)
Wall/Storefront Tag (See Wall/Storefront Schedule)
Revision Tag (See Revision Schedule)
X Specific Note Tag
Electric Water Cooler (See Plumbing)
Fire Extinguisher Bracket
FEB
Sheet Number
Sheet Title
Project Title
M on tg om er y
D ot ha n
W W
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(D
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Job Number
Date
Drawn By
Checked By
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DRAWING INDEX,
GEN. WORK
NOTES,
ABBREVIATIONS &
SYMBOLS
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SS&L - 18075
DECEMBER 2020
CF, CR, JG
DD, FL
GENERAL PROJECT NOTES:
GENERAL NOTES APPLY TO THE ENTIRE PROJECT. SPECIFIC NOTES APPLY TO ISOLATED WORK AREAS AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, ALL ISOLATED WORK AREAS ARE NOT NOTED.
SHOULD A CONDITION OCCUR THAT IS NOT SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL DEMOLITION NOTES OR A SPECIFIC WORK NOTE(S) USED IN OTHER SIMILAR CONDITIONS, WHICHEVER IS MORE STRINGENT, PER APPROVAL OF ARCHITECT.
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY CONDITIONS
1. CONTRACTOR TO VISIT SITE AND TO BECOME TOTALLY FAMILIAR WITH EXTENT OF WORK REQUIRED
PRIOR TO BID.
2. CONTRACTOR TO VERIFY DIMENSIONS OF INTERIOR PARTITION WALLS. IF DISCREPANCY OCCURS, NOTIFY ARCHITECT PRIOR TO FRAMING.
3. CONTRACTOR TO VERIFY ALL FINISHED DIMENSIONS BEFORE INSTALLATION OF CABINET WORK AND
TRIMWORK.
4. DIMENSIONS OF EXISTING STRUCTURES ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR, VERIFY ALL EXISTING CONDITIONS. LOCATION OF WALLS SHALL BE AS SHOWN ON PLAN RELATIVE TO
EXISTING CONDITIONS.
5. CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS WITH THE DRAWINGS, IN PARTICULAR: WALL DIMENSIONS, INCOMING UTILITIES, ETC. REPORT IMMEDIATELY TO THE ARCHITECT
ANY VARIANCES OR FIELD CONDITIONS THAT MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO
COMMENCING WORK.
CONTRACTOR'S REPONSIBILITY TO COORDINATE THE WORK
1. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO COMMENCING. FURNISH
INFORMATION NECESSARY TO ADJUST, MOVE OR RELOCATE EXISTING STRUCTURES, UTILITY POLES, LINES, SERVICES OF OTHER SYSTEMS LOCATED IN, OR AFFECTED BY CONSTRUCTION. COORDINATE
WITH LOCAL AUTHORITIES HAVING JURISDICTION WITH CONSTRUCTION.
2. CONTRACTOR TO VERIFY APPLICABLE OPENINGS, DOOR SIZES, AND DIMENSIONS OF MECHANICAL
ROOMS WITH EQUIPMENT. IF DISCREPANCY OCCURS, NOTIFY ARCHITECT PRIOR TO FRAMING.
3. CONTRACTOR TO COORDINATE PLUMBING AND MECHANICAL LINES WITH CEILING HEIGHTS, ABOVE
CEILING AREAS AND STRUCTURAL ELEMENTS.
4. CONTRACTOR TO VERIFY WITH STRUCTURAL, PLUMBING, MECHANICAL, FIRE PROTECTION, AND ELECTRICAL THE QUANTITY AND SIZES OF ALL SLEEVES REQUIRED. ALL SLEEVES TO BE ONE HOUR
RATED, PROVIDE GREATER RATING IF PENETRATING INTO HIGHER RATED SPACE.
5. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT THE HEAD HEIGHT IS NOT ENCUMBERED AND
SERVICES ARE AS TIGHT UP TO STRUCTURE AS POSSIBLE.
6. CONTRACTOR TO COORDINATE PLUMBING, MECHANICAL, FIRE PROTECTION, ELECTRICAL, AND LIGHTING WITH STRUCTURAL ELEMENTS WHERE THERE IS EXPOSED STRUCTURE. CONDUIT LINES, ETC. SHALL RUN AT RIGHT ANGLES OR SEGMENTED BETWEEN COLUMN LINES AND BE CLEAN AND NEAT IN APPEARANCE.
7. COORDINATE LOCATION OF SWITCHES, OUTLETS, THERMOSTATS, LIGHTS, ETC. W/ SHELVING, TRIM, MARKER BOARDS, AND CABINETRY. MOVE AS REQUIRED TO MISS SHELVING, STORAGE, CASEWORK, VISUAL DISPLAY BOARDS.
8. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT HEAD HEIGHT IS NOT ENCUMBERED AND SERVICES ARE AS TIGHT UP TO STRUCTURE AS POSSIBLE, THIS WILL INCLUDE JOGGING DUCTS, SPRINKLER LINES, PLUMBING LINES, CONDUIT, ETC. UP AND DOWN OR AROUND AS REQUIRED TO
ACHIEVE CEILING HEIGHTS AS INDICATED. COORDINATE INSTALLATION AND SEQUENCING OF
DISCIPLINES TO ACHIEVE.
9. THE GENERAL CONTRACTOR SHALL STAKE OUT ALL MAJOR FEATURES SHOWN ON THE SITE PLAN TO VERIFY THE SITE LAYOUT RELATIVE TO THE PROPERTY LINES AND SITE CONDITIONS PRIOR TO ANY
UTILITIES OR FOOTINGS BEING INSTALLED.
10. COORDINATE FINAL CEILING HEIGHT WITH ALL WINDOWS. ALL TRADES SHOULD BE ABLE TO FIT WITHIN THE ALLOTTED SPACE IF COORDINATED BY THE GENERAL CONTRACTOR AND EACH TRADE. IF FURR DOWNS ARE REQUIRED TO ACCOMMODATE ABOVE CEILING ITEMS, THE CONTRACTOR IS RESPONSIBLE
TO PROVIDE FURR DOWNS AND COORDINATE LOCATIONS WITH THE ARCHITECT.
11. PLUMBING, FIRE-PROTECTION, MECHANICAL, AND ELECTRICAL WORK REQUIRED BY THIS CONTRACT IS
NOTED ON CONTRACT DOCUMENTS. THE TRADE CONTRACTORS SHALL BE RESPONSIBLE FOR
COORDINATION OF THEIR WORK WITH ALL TRADES. CHANGE ORDERS SHALL NOT BE APPROVED FOR
EXTRA WORK ARISING FROM TRADE CONTRACTORS NOT COORDINATING WORK.
ACT Acoustical Ceiling Tile A/C Air Conditioning AB Anchor Bolt ADA American Disabilities Act AFF Above Finish Floor AME Alternate Mission Equipment BM Beam BRG Bearing BRK Brick CFCI Contractor Furnished
Contractor Installed CIP Cast In Place CJ Control Joint CL Column Line CLG Ceiling CLR Clear CMU Concrete Masonry Unit COL Column CONC Concrete CONT Continuous CONTR Contractor COORD Coordination CORR Corridor CT Ceramic Tile CTR Center DBL Double DET Detail DIA Diameter DR Drain DN Down DS Downspout DW Dishwasher DWG Drawing DWR Drawer EA Each EF Exhaust Fan EJ Expansion Joint EL Elevation ELEC Electrical EQ Equal EWC Electric Water Cooler EWS Eye Wash Station EX Existing EXT Exterior FF Finish Floor FIN Finish FL Floor Line FlSNG Flashing FTG Footing GA Gauge GFRC Glass Fiber Reinforced
Concrete
GWB GWB
HT Height HM Hollow Metal HOR Horizontal HR Handrail HTR Heater HVAC Heating, Ventilation &
Air Conditioning HxWxL Height, width, length IN Inches INSUL Insulation INT Interior JST Joist
JT Joint LAM Laminate LAV Lavatory LVR Louver MIN Minimum MAX Maximum MECH Mechanical MET Metal MFR Manufacturer MH Man Hole MIN Minimum MISC Miscellaneous MLDG Moulding MO Masonry Opening MTD Mounted MTL Metal MW Microwave NIC Not In Contract NO Number NOM Nominal NTS Not to Scale OC On Center OFCI Owner Furnished
Contractor Installed OFOI Owner Furnished
Owner Installed OPP Opposite P Paint PEJ Preformed Expansion Joint PL Plate / Property Line PL LAM Plastic Laminate PLYWD Plywood PNL Panel PT Pressure Treated R Radius / Riser RB Rubber Base REFR Refrigerator REINF Reinforce (D) REQ Requirements REV Revised RM Room SCHED Schedule SECT Section SHT Sheet SHW Single Hung Window SIM Similar SPECS Specifications SQ Square SS Sanitary Sewer STD Standard SVT Solid Vinyl Tile STL Steel T Tile T&G Tongue & Groove TYP Typical UNO Unless Noted Otherwise VERT Vertical VTR Vent Thru Roof VWC Vinyl Wall Covering WD Wood WWM Welded Wire Mesh WWF Welded Wire Fabric YP Yellow Pine
TYP. ABBREVIATION LEGEND:
DRAWING INDEX
SHEET NO. SHEET NAME
09 ELECTRICAL
E0.1 ELECTRICAL SYMBOL LEGEND
E0.2 LIGHTING FIXTURE SCHEDULE & GENERAL NOTES
E0.3 POWER RISER DIAGRAM & SCHEDULES
E0.4A BASE BID PANELBOARD SCHEDULES
E0.4B BID OPTION - PANELBOARD SCHEDULES
E0.5 ELECTRICAL DETAILS
E0.6 ELECTRICAL DETAILS
E0.7 FIRE ALARM RISER & DETAILS
E0.8 AUXILLARY RISER DIAGRAM, DETAILS & NOTES
E0.9 AUXILLARY DETAILS
E0.10 LIGHTING FIXTURE INSTALLATION DETAILS
E1.1A BASE BID ELECTRICAL DEMOLITION PLAN
E1.1B BID OPTION ELECTRICAL DEMOLITION PLAN
E2.1A BASE BID LIGHTING PLAN
E2.1B BID OPTION LIGHTING PLAN
E3.1A BASE BID POWER PLAN
E3.1B BID OPTION POWER PLAN
E3.2 ENLARGED DATA ROOM PLANS, ELEVATIONS, AND NOTES
E4.1A BASE BID MECHANICAL EQUIPMENT POWER PLAN
E4.1B BID OPTION MECHANICAL EQUIPMENT POWER PLAN
E4.2A BASE BID MEZZANINE POWER PLAN
E4.2B BID OPTION MEZZANINE POWER PLAN
E5.1A BASE BID AUXILLARY PLAN
E5.1B BID OPTION AUXILLARY PLAN
E6.1A BASE BID GROUNDING COUNTERPOISE PLAN
E6.1B BID OPTION GROUNDING COUNTERPOISE PLAN
E6.2 LIGHTNING PROTECTION PLAN
10 TEMPORARY WORK AREA
C10.1 TEMPORARY BUILDING SITE DEMOLITION PLAN
C11.1 TEMPORARY BUILDING SITE LAYOUT PLAN
C12.1 TEMPORARY BUILDING SITE GRADING AND DRAINAGE PLAN
C13.1 TEMPORARY BUILDING SITE UTILITIES PLAN
C14.1 TEMPORARY BUILDING SITE EROSION & SEDIMENT CONTROL PLAN
A10.1 TEMPORARY FACILITIES SITE PLAN
A10.2 TEMPORARY FACILITIES FLOOR PLAN
A10.3 TEMPORARY FACILITY FOUNDATION PLANS
M5.1 TEMPORARY WORKSHOP - MECHANICAL FLOOR PLAN
E7.1 B1312 TEMPORARY WORK SHOP SITE ELECTRICAL PLAN
E7.2 B1312 TEMPORARY WORK SHOP LIGHTING PLAN
E7.3 B1312 TEMPORARY WORK SHOP POWER & AUXILIARY PLAN
DRAWING INDEX
SHEET NO. SHEET NAME
06 FIRE PROTECTION
FP1.1 FIRE SPRINKLER FLOOR PLANS
FP2.1 FIRE SPRINKLER DETAILS AND SCHEDULES
FP2.2 FIRE SPRINKLER DETAILS AND SCHEDULES
07 MECHANICAL
M0.1 MECHANICAL LEGEND, ABBREVIATIONS, & SCHEDULES
M0.2 MECHANICAL SCHEDULES
M0.3 MECHANICAL SCHEDULES
M0.4 MECHANICAL SCHEDULES
M0.5 MECHANICAL SCHEDULES & DETAILS
M0.6 MECHANICAL CONTROLS
M0.7 MECHANICAL CONTROLS
M1.1 BASE BID DEMO FLOOR PLAN - MECHANICAL
M2.1A BASE BID FLOOR PLAN - MECHANICAL
M2.1B BID OPTION FLOOR PLAN - MECHANICAL
M3.1A BASE BID MEZZANINE & ATTIC PLAN - MECHANICAL
M3.1B BID OPTION MEZZANINE & ATTIC PLAN - MECHANICAL
M4.1 BASE BID/BID OPTION MECHANICAL SECTIONS
08 PLUMBING
P0.1 PLUMBING SCHEDULES, NOTES AND DETAILS
P0.2 PLUMBING DETAILS
P0.3 PLUMBING DETAILS & RISERS
P1.1A BASE BID DEMO FLOOR PLAN - PLUMBING
P1.1B BID OPTION DEMO FLOOR PLAN - PLUMBING
P2.1A BASE BID FLOOR PLAN - PLUMBING WASTE AND VENT PIPING
P2.1B BID OPTION FLOOR PLAN - PLUMBING WASTE AND VENT PIPING
P3.1A BASE BID FLOOR PLAN - PLUMBING WATER AND GAS PIPING
P3.1B BID OPTION FLOOR PLAN - PLUMBING WATER PIPING
P4.1 PLUMBING ROOF PLAN
DRAWING INDEX
SHEET NO. SHEET NAME
A3.1B BID OPTION FINISH SCHEDULES
A3.2A BASE BID DOOR SCHEDULE & DETAILS
A3.2B BID OPTION DOOR SCHEDULE
A3.3 OPENING SCHEDULE & DETAILS
A3.4 DOOR & FRAME DETAILS
A3.5 DOOR & FRAME DETAILS
A4.1A BASE BID ELEVATIONS
A4.1B BID OPTION ELEVATIONS
A5.1 SECTIONS & DETAILS
A5.2 SECTIONS & DETAILS
A5.3 SECTIONS & DETAILS
A5.4 SECTIONS & DETAILS
A5.5 SECTIONS & DETAILS
A5.6 SECTIONS & DETAILS
A6.1 ENLARGED RESTROOM PLANS AND DETAILS
A6.2 ENLARGED PLANS AND DETAILS
A7.1 INTERIOR ELEVATIONS & FINISH DETAILS
A8.1A BASE BID REFLECTED CEILING PLAN
A8.1B BID OPTION REFLECTED CEILING PLAN
A9.1A BASE BID FLOOR PATTERN PLAN
A9.1B BID OPTION FLOOR PATTERN PLAN
A9.2A BASE BID FURNITURE, FIXTURES, AND EQUIPMENT PLAN
A9.2B BID OPTION FURNITURE, FIXTURES, AND EQUIPMENT PLAN
05 STRUCTURAL
S1.0 STRUCTURAL GENERAL NOTES
S2.0 BASE BID FLOOR PLAN
S3.0 BID OPTION FLOOR PLAN
S4.0 ROOF PLAN
S5.0 RETROFIT ROOF PLAN
S6.0 DETAILS
S7.0 DETAILS
S8.0 DETAILS
S9.0 DETAILS
S10.0 DETAILS
DRAWING INDEX
SHEET NO. SHEET NAME
00 TITLE
T1.0 TITLE SHEET
T2.0 DRAWING INDEX, GEN. WORK NOTES, ABBREVIATIONS & SYMBOLS
T3.0 TYPICAL MOUNTING HEIGHTS & CLEARANCES
01 LIFE SAFETY
LS0.1 LIFE SAFETY REQUIREMENTS
LS1.0A BASE BID LIFE SAFETY PLAN
LS1.0B BID OPTION LIFE SAFETY PLAN
02 LANDSCAPE
L1.0 LANDSCAPE SITE PLAN
03 CIVIL
C1.1 SITE DEMOLITION PLAN
C2.1 SITE LAYOUT PLAN
C3.1 SITE GRADING AND DRAINAGE PLAN
C4.1 SITE UTILITIES PLAN
C5.1 SITE EROSION AND SEDIMENT CONTROL PLAN
C6.1 SITE DETAILS
C7.1 SITE DETAILS
C8.1 SITE DETAILS
C9.1 SITE DETAILS
04 ARCHITECTURAL
A1.0 DEMOLITION NOTES
A1.1A BASE BID DEMO FLOOR PLAN
A1.1B BID OPTION DEMO FLOOR PLAN
A1.2A BASE BID DEMO ELEVATIONS
A1.2B BID OPTION DEMO ELEVATIONS
A1.3 DEMO SECTIONS & DETAILS
A1.4A BASE BID ROOF DEMO PLAN
A1.4B BID OPTION ROOF DEMO PLAN
A2.1A BASE BID FLOOR PLAN
A2.1B BID OPTION FLOOR PLAN
A2.2 ROOF PLAN
A2.3A BASE BID WALL TYPE PLAN
A2.3B BID OPTION WALL TYPE PLAN
A3.1A BASE BID FINISH SCHEDULE
12. CONTRACTOR WILL BE RESPONSIBLE FOR ALL LAYOUT FOR INTERIOR/EXTERIOR WALLS AND
FOUNDATION AND WILL BE RESPONSIBLE FOR MAINTAINING A BENCHMARK AND CONTROL
LINES AT EACH FLOOR LEVEL. CONTRACTOR IS ALSO RESPONSIBLE FOR VERIFYING ACTUAL
FLOOR HEIGHTS AND COORDINATING NEW AND EXISTING FLOORS TO ALIGN.
13. EACH TRADE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING AND INSTALLING CEILING
OR WALL-MOUNTED ACCESS DOORS AS REQUIRED TO ACCESS COMPONENTS OF ITS
SYSTEM AND TO COORDINATE WITH OTHER TRADES SO ACCESS IS MAINTAINED
14. CONTRACTOR SHALL COORDINATE TO ASSURE ALL EQUIPMENT CAN BE BROUGHT INTO THE
BUILDING. THIS INCLUDES MANUFACTURE COMPONENT SIZE/ASSEMBLY, CRITICAL PATH
SCHEDULING, AND COORDINATION OF OTHER TRADES.
CONTRACTOR'S RESPONSIBILTY TO COMPLY WITH APPLICABLE GOVERNING CODES/AUTHORITIES:
1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, LAWS, AND
ORDINANCES. EACH TRADE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS,
INSPECTIONS, AND CERTIFICATES REQUIRED BY GOVERNING ENTITIES.
2. CONTRACTOR TO CONFIRM ALL OSHA AND APPLICABLE STANDARDS TO ASSURE SAFETY OF
ALL PERSONS ON SITE DURING ENTIRE COURSE OF CONSTRUCTION.
3. NEITHER THE ARCHITECT, NOR THE OWNER SHALL BE RESPONSIBLE FOR JOB SAFETY. EACH
TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY AND SAFETY OF THE
PUBLIC DURING CONSTRUCTION AND SHALL PROVIDE APPROPRIATE WARNINGS, BARRICADES,
ETC. AS REQUIRED PER CODES.
4. PROMPTLY NOTIFY THE ARCHITECT IN WRITING IF ANY CONTRACT DOCUMENTS ARE FOUND
TO BE IN VARIANCE WITH THE APPLICABLE LAWS AND ORDINANCES. NECESSARY CHANGES
WILL BE MADE BY APPROPRIATE MODIFICATIONS.
5. IF ANY WORK IS PERFORMED KNOWING IT TO BE CONTRARY TO SUCH CODES, LAWS,
ORDINANCES, RULES AND REGULATIONS, AND WITHOUT NOTICE TO THE ARCHITECT, THAT
TRADE CONTRACTOR ASSUMES FULL RESPONSIBILITY AND BEARS COSTS ATTRIBUTED TO
BRING WORK TO COMPLIANCE OF SUCH CODES, LAWS, ORDINANCES, AND RULES AND
REGULATIONS.
GENERAL PROVISIONS FOR FIRE RATED CONSTRUCTION
1. ALL RECESSED ACCESSORIES LOCATED IN FIRE RATED WALLS SHALL BE EITHER OF FIRE
RATED CONSTRUCTION OR COORDINATED WITH THE ADJACENT TRADES TO ALLOW THE
GYPSUM BOARD TO BE CONTINUOUS BEHIND THE ACCESSORIES.
2. EACH RESPONSIBLE CONTRACTOR SHALL SEAL ALL PENETRATIONS MADE AS PART OF THEIR
WORK IN FIRE-RATED CONSTRUCTION AS REQUIRED BY ALL APPLICABLE CODES. EACH
CONTRACTOR TO VERIFY WITH LOCAL FIRE MARSHAL OR BUILDING OFFICIAL HAVING
JURISDICTION. EACH RESPONSIBLE CONTRACTOR WILL SEAL ALL PENETRATIONS MADE AS
PART OF THEIR WORK THROUGH NON-RATED PARTITIONS. ALL FIRE CAULK TO BE THE SAME
BRAND AS DETERMINED BY CONTRACTOR.
3. ALL NEW AND EXISTING FIRE WALLS IN WORK AREAS ARE TO BE CARRIED TO THE UNDERSIDE
OF THE ROOF DECK AND SEALED AS REQUIRED FOR NECESSARY FIRE RATINGS, AND LABELED
PER THE AUTHORITY HAVING JURISDICTION.
4. MATERIALS WITHIN PLENUMS. EXCEPT AS REQUIRED BY THE 2009 INTERNATIONAL
MECHANICAL CODE SECTION 602.2.1.1 THROUGH 602.2.1.6, MATERIALS WITHIN PLENUMS
SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPEAD INDEX OF NOT MORE THAN 25
AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE
WITH ASTM E84 OR UL 723.
MISCELLANEOUS GENERAL PROVISIONS:
1. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WITH
TAGGED DETAILS, ENLARGED PLANS, ELEVATIONS, ETC.
2. IN ROOMS WITH FLOOR DRAINS, SLOPE TO DRAIN AT 1 PERCENT SLOPE UNLESS
SPECIFICALLY NOTED OTHERWISE.
M A X
" M
A X
" M
IN
PAPER TOWEL
DISPENSER
MIRROR
SOAP
DISPENSER
ROBE
HOOK
TO
T
O P
O F
H O
O K
" T
YP
LAVATORY. PROVIDE ADA
INSULATION KIT WHEN REQUIRED
URINAL
42" MIN
MAX
1' - 0"
" M
IN
" M
IN
" M
IN
" M
IN
WATER
CLOSET
TOILET
PAPER
DISPENSER
SANITARY
NAPKIN
DISPOSAL
HORIZONTAL
GRAB BAR
VERTICAL GRAB BAR
MIN
1' - 3"
39 MIN - 41 MAX
" A B O
V E
FI
N
IS
H
ED
F
LO
O R
SHOWER ROD
FOLDING SHOWER SEAT FOR
TRANSFER-TYPE SHOWERS. LOCATE
ON WALL OPPOSITE THE CONTROLS
AND HAND SHOWER WALL.
TOWEL BAR
ALLOWABLE
MOUNTING
AREA
TO
B
O
TT
O M
O F
RE
FL
EC
TI
V E
S U
RF
AC
E
" M A X
H A
FF
M
IN
M A X
H A
FF
M
IN
M
AX
ACAL
MAX.
15"
MAX.
15"
" M
IN
" M A X
CONTROLS AND HAND
SHOWER SHALL BE
LOCATED WITHIN HATCH
AREA
HAND SHOWER GLIDE
RAIL NOT SHOWN,
SEE SPECS
TRANSFER SHOWER CONTROL WALL
LOCATED OPPOSITE SEAT WALL.
4" MAX.
18"
" M A X
/2 " M
AX
1 1/2" MAX.
22" - 23"
15" - 16"
" M
A X
O F
C O
M
PA
TM
EN
T
EN
TR
Y
AL-SHAPED
SHOWER
SEAT
16" - 18"
M
IN
M
AX
12 MIN
36 MIN.
HORIZONTAL
GRAB BAR
" M A X
A D
A M
AX
" M
AX
FIRE
EXTINGUISHER
CABINET
ADA ELECTRIC
WATER COOLER
H A
FF
" M
IN
" M
A X.
M
IN
" M
IN
MIN.
8"
" M
AX
6" MAX.
11" MIN
ACAL
5" MAX. 15" MIN.
MIN. CLEAR DEPTH
48"
M
IN
C
LE
AR
W
ID
TH
AREA
OF
REFUG
AREA OF
REFUGE
" M
IN
" M A X
CL
18 MIN
M
IN
CENTERED ON RAISED CHARACTERS
HEIGHT OF RAISED CHARACTERS ABOVE FLOOR LOCATION OF SIGNS AT DOORS
M
IN
MIN
18"
M
IN
" MIN
12"
M
IN
MIN
36"
M
IN
MIN
42"
MIN
22"
M
IN
M
IN
MIN
24"
M
IN
MIN
24"
FRONT APPROACH,
PULL SIDE FRONT APPROACH, PUSH
SIDE
HINGE APPROACH,
PULL SIDE
HINGE APPROACH,
PULL SIDE HINGE APPROACH, PUSH SIDE
LATCH APPROACH,
PULL SIDE
LATCH APPROACH, PULL SIDE
M
IN
M
IN
MIN
54"
MIN
24"
M
IN
FRONT APPROACH, SLIDING
DOORS AND FOLDING DOORS
SLIDE SIDE APPROACH, SLIDING DOORS
AND FOLDING DOORS
LATCH SIDE APPROACH, SLIDING
DOORS AND FOLDING DOORS
Sheet Number
Sheet Title
Project Title
M on tg om er y
D ot ha n
W W
W .S
SL
A
R C
H .C
O M
(M ) 3
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(D
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Job Number
Date
Drawn By
Checked By
A
RC
H
IT
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RE
IN
TE
RI
O R
D E
SI
G
N
T3.0
TYPICAL
MOUNTING
HEIGHTS &
CLEARANCES
RE
PA
IR
W
E A
PO
N
S
SH
O P
BL
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G
7T
H F
IG
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IN
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SS&L - 18075
DECEMBER 2020
CF, CR, JG
DD, FL
1/2" = 1'-0"T3.0
1 TYPICAL MOUNTING HEIGHTS UNLESS NOTED OTHERWISE
1/2" = 1'-0"T3.0
3 TYPICAL MOUNTING HEIGHTS UNLESS NOTED OTHERWISE CONTINUED
1/8" = 1'-0"T3.0
5 TYPICAL SIGNAGE MOUNTING DIAGRAMS
1/4" = 1'-0"T3.0
6 DOOR CLEARANCES
Project Title
M on tg om er y
D ot ha n
W W
W .S
SL
A
R C
H .C
O M
(M ) 3
. 2
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(D
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. 7
. 5
Job Number
Date
Drawn By
Checked By
A
RC
H
IT
E
CT
U
RE
IN
TE
RI
O R
D E
SI
G
N
LS0.1
LIFE SAFETY
REQUIREMENTS
RE
PA
IR
W
E A
PO
N
S
SH
O P
BL
D
G
7T
H F
IG
H
TE
R
W
IN
G
SS&L - 18075
DECEMBER 2020
CF, CR, JG
DD, FL
APPLICABLE CODES:
BUILDING CODE..............UFC 1-200-01 / 2018 INTERNATIONAL BUILDING CODE
STRUCTURAL CODE.........UFC 3-301-01 / IBC 2018
PLUMBING CODE............UFC 3-420-01 / IBC 2018
MECHANICAL CODE........UFC 3-401-01 / IBC 2018
ELECTRICAL CODE..........UFC 3-501-01 / IBC 2018 / NFPA 70
ENERGY CODE...............UFC 1-200-02
ACCESSIBILITY CODE......ARCHITECTURAL BARRIERS ACT STANDARDS
LIFE SAFETY CODE.........UFC 3-600-01 / NFPA 101
ANTI-TERRORIST FORCE PROTECTION.....UFC 4-010-01(DECEMBER 2018)
IBC CHAPTER 3 AND UFC 3-600-01 OCCUPANCY & USE:
NFPA 101 CHAPTER 6:
• SEE LEGEND ON LIFE SAFETY PLAN
IBC CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS:
• NOT APPLICABLE
IBC CHAPTER 5 - GENERAL BUILDING HEIGHTS & AREAS:
• 15,729 SF GROSS BUILDING AREA
• CONSTRUCTION TYPE = II-B, SPRINKLED
• ALLOWABLE BUILDING HEIGHT (PER TABLE 504.3)
TYPE B / S-1 / A-3- 75 FEET ABOVE GRADE PLANE
TYPE H-2 - 55 FEET ABOVE GRADE PLANE
• ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (PER TABLE 504.4)
TYPE A-3 - 3 STORIES ABOVE GRADE PLANE
TYPE B - 4 STORIES ABOVE GRADE PLANE
TYPE S-1 -3 STORIES ABOVE GRADE PLANE
TYPE H-2 - 1 STORY ABOVE GRADE PLANE
• TABULAR BUILDING AREA (PER TABLE 506.2)
OCCUPANICES ALLOWABLE AREA
A-3 38,000 SF
B 92,000 SF
S-1 70,000 SF
H-2 7,000 SF
• FRONTAGE INCREASE FORMULA PER 506.3
I=(F/P -0.25)W/30 = (532/532-0.25)30/30 = 0.75
• ALLOWABLE BUILDING AREA (PER SECTION 506.2)
38,000 + (9,500 * .75)= 45,125 SF (A-3)
92,000 + (23,000*.75)= 109,250 SF (B)
70,000 + (17,500*.75)= 83,125 SF (S-1)
7,0000 + (7,000 * .75)= 12,250 (H-2)
• 508.4.2 ALLOWABLE BUILDING AREA. IN EACH STORY, THE BUILDING AREA SHALL BE
SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL BUILDING AREAS OF EACH
SEPARATED OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED
OCCUPANCY SHALL NOT EXCEED 1.
(930 / 42,125) + (3,702 / 109,250) + (9,621 / 83,125) + (1,475 / 12,250) = .29 < 1.0
• FIRE SEPARATION REQUIREMENTS PER TABLE 508.4
OCCUPANCIES RATING (HR)
B | A-3 1 B | S-1 0 S-1 | H-2 2* B | H-2 2*
* 2 HOUR SEPARATION AS REQUIRED BY AFI 91-201, PART 5.43.3
• INCIDENTAL USE AREAS (PER TABLE 509)
NOT APPLICABLE
IBC CHAPTER 6 TYPES OF CONSTRUCTION:
• CONSTRUCTION TYPE: II-B
• FIRE RATINGS (PER TABLE 601) AS FOLLOWS (EXCEPT WHERE NOTED OTHERWISE)
PRIMARY STRUCTURAL FRAME.............................. 0 HOUR
BEARING WALLS (INTERIOR & EXTERIOR)...................0 HOUR
NON-BEARING WALLS AND PARITIONS (INTERIOR)........0 HOUR
FLOOR CONSTRUCTION AND SECONDARY MEMBERS...0 HOUR
ROOF CONSTRUCTION AND SECONDARY MEMBERS....0 HOUR
UFC 3-600-01(REPLACES IBC CHAPTER 9) - FIRE PROTECTION SYSTEMS:
• SECTION 9-1 - EMERGENCY VEHICLE ACCESS
1. FACILITY REQUIRES ONE MEANS OF ALL-WEATHER EMERGENCY
VEHICLE GROUND ACCESS IN ACCORDANCE WITH 9-1.1
2. FACILITY IS NOT REQUIRED AERIAL APPARATUS ACCESS IN
ACCORDANCE WITH 9-1.2
• SECTION 9-2 - FIRE FLOW FOR FACILITIES
1. FIRE FLOW FOR SPRINKLER SYSTEM IS PROVIDED IN ACCORDANCE
WITH 9-2.1
• SECTION 9-3 - SERVICE MAINS AND LATERALS
1. FIRE HYDRANTS ARE PROVIDED IN ACCORDANCE WITH 9-3.5.8
A. HYDRANTS ARE SPACED AT 300 FT MAXIMUM
• SECTION 9-5 - FIRE PUMPS
1. A FIRE PUMP IS NOT REQUIRED TO MEET FIRE PROTECTION DEMAND.
• SECTION 9-7 - AUTOMATIC SPRINKLER SYSTEMS
1. PER 9-7.2.1, AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
• SECTION 9-10 - STANDPIPE SYSTEMS
1. PER 9-10, A STANDPIPE SYSTEM IS NOT REQUIRED
• SECTION 9-17 - PORTABLE FIRE EXTINGUISHERS
1. PER 9-17.1, PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED
2. FIRE EXTINGUISHERS ARE PROVIDED, SEE PLANS FOR LOCATIONS
IBC CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES:
• MAXIMUM EXTERIOR WALL OPENINGS (PER TABLE 705.8)
FIRE SEPARATION: DEGREE OF OPENING PROTECTION: ALLOWABLE AREA:
GREATER THAN 30 FT UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT
IBC CHAPTER 8, UFC 3-600-01, NFPA 101 - INTERIOR FINISHES:
• FINISH MATERIAL RATING REQUIREMENTS (PER NFPA 101)
ASSEMBLY (CHAPTER 12)
CORRIDORS, LOBBIES
INTERIOR WALL AND CEILING FINISH - CLASS A, OR B (12.3.3.2)
ENCLOSED STAIRWAYS
INTERIOR WALL AND CEILING FINISH CLASS A (12.3.3.2)
ASSEMBLY AREAS
INTERIOR WALL AND CEILING FINISH - CLASS A OR B FOR LESS THAN 300
OCCUPANTS (12.3.3.3)
EXIT ENCLOSURES AND EXIT ACCESS CORRIDORS:
FLOOR FINISH - CLASS II (12.3.3.5.2)
BUSINESS (CHAPTER 38)
EXITS AND EXIT ACCESS CORRIDORS
INTERIOR WALL AND CEILING FINISH - CLASS A OR B (38.3.3.2.1)
INTERIOR FLOOR FINISH - CLASS I OR CLASS II (38.3.3.2)
AREAS OTHER THAN EXITS AND EXIT ACCESS CORRIDORS
INTERIOR WALL AND CEILING FINISH - CLASS A, B, OR C (38.3.3.2.2)
INTERIOR FLOOR FINISH - COMPLY WITH SECTION 10.2.7
STORAGE (CHAPTER 42)
EXITS AND EXIT ACCESS CORRIDORS
INTERIOR WALL AND CEILING FINISH - CLASS A, OR B (42.3.3.2)
INTERIOR FLOOR FINISH - CLASS I OR CLASS II (42.3.3.3.1)
AREAS OTHER THAN EXITS AND EXIT ACCESS CORRIDORS
INTERIOR WALL AND CEILING FINISH - CLASS A, B, OR C (42.3.3.2)
INTERIOR FLOOR FINISH - COMPLY WITH SECTION 10.2.7
NFPA 101 CHAPTER 7 (REPLACES IBC CHAPTER 10) - MEANS OF EGRESS:
• OCCUPANCY LOAD (PER TABLE 7.3.1.2, AS MODIFIED BY UFC 3-600-01):
SEE OCCUPANCY TABLE
• EGRESS CAPACITY SIZING (PER TABLE 7.3.3.1)
SEE CODE CALCULATIONS TABLE(S)
SEE LIFE SAFETY PLAN FOR INDIVIDUAL ROOM EGRESS ANALYSIS
• MINIMUM STAIR WIDTH (PER SECTION 7.3.3.1)
SEE CODE CALCULATIONS TABLE(S)
• NUMBER OF MEANS OF EGRESS (PER SECTION 7.4.1)
TOTAL NUMBER OF EXITS REQUIRED
ASSEMBLY OCCUPANCY (CHAPTER 12)
GROUND FLOOR -2 EXITS REQUIRED
BUSINESS OCCUPANCY (CHAPTER 38)
GROUND FLOOR - 2 EXITS REQUIRED
STORAGE OCCUPANCY (CHAPTER 42)
GROUND FLOOR - 1 EXITS REQUIRED
• COMMON PATH OF EGRESS TRAVEL DISTANCE
ASSEMBLY OCCUPANCY (CHAPTER 12)
20 FEET FOR ANY NUMBER OF OCCUPANTS OR 75 FEET WHEN
SERVING LESS THAN 50 OCCUPANTS PER 12.2.5.1.2
BUSINESS OCCUPANCY (CHAPTER 38)
100 FT PER 38.2.5.3.1
STORAGE OCCUPANCY (CHAPTER 42)
100 FEET PER TABLE 42.2.5
MECHANICAL EQUIPMENT ROOMS, BOILER ROOMS, AND FURNACE
ROOMS - 150 FT PER 7.12.1
• EXIT ACCESS TRAVEL DISTANCE
ASSEMBLY OCCUPANCY (CHAPTER 12)
250 FEET PER 12.2.6.2(1)
BUSINESS OCCUPANCY (CHAPTER 38)
300 FT PER 38.2.6.3
SEE LIFE SAFTEY PLAN FOR EXIT ACCESS TRAVEL DISTANCE
STORAGE OCCUPANCY (CHAPTER 42)
400 FEET PER TABLE 42.2.5
HIGH HAZARD OCCUPANCY (CHAPTER 7)
75 FEET PER 7.11.1
• CORRIDORS
OCCUPANCY TYPE (A-3 | B) REQUIRES:
NO FIRE RATING REQUIRED FOR CORRIDOR WALLS
SEE LIFE SAFTEY PLAN FOR LOCATIONS OF RATED CORRIDORS
MINIMUM CORRIDOR WIDTH
ASSEMBLY OCCUPANCY (CHAPTER 12)
44 INCHES PER 12.2.3.8
BUSINESS OCCUPANCY (CHAPTER 38)
44 INCHES PER 38.2.3.2
DEAD END CORRIDORS
ASSEMBLY OCCUPANCY (CHAPTER 12)
MAXIMUM OF 20 FEET PER 12.2.5.1.3
BUSINESS OCCUPANCY (CHAPTER 38)
MAXIMUM OF 50 FEET PER 38.2.5.2.1
STORAGE OCCUPANCY (CHAPTER 42)
MAXIMUM OF 100 FEET PER TABLE 42.2.5
BASE BID LIFE SAFETY REQUIREMENTS OUTLINE BID OPTIONS LIFE SAFETY REQUIREMENTS OUTLINE
APPLICABLE CODES:
BUILDING CODE..............UFC 1-200-01 / 2018 INTERNATIONAL BUILDING CODE
STRUCTURAL CODE.........UFC 3-301-01 / IBC 2018
PLUMBING CODE............UFC 3-420-01 / IBC 2018
MECHANICAL CODE........UFC 3-401-01 / IBC 2018
ELECTRICAL CODE..........UFC 3-501-01 / IBC 2018 / NFPA 70
ENERGY CODE...............UFC 1-200-02
ACCESSIBILITY CODE......ARCHITECTURAL BARRIERS ACT STANDARDS
LIFE SAFETY CODE.........UFC 3-600-01 / NFPA 101
ANTI-TERRORIST FORCE PROTECTION.....UFC 4-010-01(DECEMBER 2018)
IBC CHAPTER 3 AND UFC 3-600-01 OCCUPANCY & USE:
NFPA 101 CHAPTER 6:
• SEE LEGEND ON LIFE SAFETY PLAN
IBC CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS:
• NOT APPLICABLE
IBC CHAPTER 5 - GENERAL BUILDING HEIGHTS & AREAS:
• 15,729 SF GROSS BUILDING AREA
• CONSTRUCTION TYPE = II-B, SPRINKLED
• ALLOWABLE BUILDING HEIGHT (PER TABLE 504.3)
TYPE B / S-1 / A-3- 75 FEET ABOVE GRADE PLANE
TYPE H-2 - 55 FEET ABOVE GRADE PLANE
• ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (PER TABLE 504.4)
TYPE B - 4 STORIES ABOVE GRADE PLANE
TYPE S-1 -3 STORIES ABOVE GRADE PLANE
TYPE H-2 - 1 STORY ABOVE GRADE PLANE
• TABULAR BUILDING AREA (PER TABLE 506.2)
OCCUPANICES ALLOWABLE AREA
A-3 38,000 SF
B 92,000 SF
S-1 70,000 SF
H-2 7,000 SF
• FRONTAGE INCREASE FORMULA PER 506.3
I=(F/P -0.25)W/30 = (532/532-0.25)30/30 = 0.75
• ALLOWABLE BUILDING AREA (PER SECTION 506.2)
38,000 + (9,500 * .75)= 45,125 SF (A-3)
92,000 + (23,000*.75)= 109,250 SF (B)
70,000 + (17,500*.75)= 83,125 SF (S-1)
7,0000 + (7,000 * .75)= 12,250 (H-2)
• 508.4.2 ALLOWABLE BUILDING AREA. IN EACH STORY, THE BUILDING AREA SHALL BE
SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL BUILDING AREAS OF EACH
SEPARATED OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED
OCCUPANCY SHALL NOT EXCEED 1.
(929 / 42,125) + (3,538 / 109,250) + (5,988 / 83,125) + (5,271 / 12,250) = .56 < 1.0
• FIRE SEPARATION REQUIREMENTS PER TABLE 508.4
OCCUPANCIES RATING (HR)
B | A-3 1 B | S-1 0 S-1 | H-2 2* B | H-2 2*
* 2 HOUR SEPARATION AS REQUIRED BY AFI 91-201, PART 5.43.3
• INCIDENTAL USE AREAS (PER TABLE 509)
NOT APPLICABLE
IBC CHAPTER 6 TYPES OF CONSTRUCTION:
• CONSTRUCTION TYPE: II-B
• FIRE RATINGS (PER TABLE 601) AS FOLLOWS (EXCEPT WHERE NOTED OTHERWISE)
PRIMARY STRUCTURAL FRAME.............................. 0 HOUR
BEARING WALLS (INTERIOR & EXTERIOR)...................0 HOUR
NON-BEARING WALLS AND PARITIONS (INTERIOR)........0 HOUR
FLOOR CONSTRUCTION AND SECONDARY MEMBERS...0 HOUR
ROOF CONSTRUCTION AND SECONDARY MEMBERS....0 HOUR
UFC 3-600-01(REPLACES IBC CHAPTER 9) - FIRE PROTECTION SYSTEMS:
• SECTION 9-1 - EMERGENCY VEHICLE ACCESS
1. FACILITY REQUIRES ONE MEANS OF ALL-WEATHER EMERGENCY
VEHICLE GROUND ACCESS IN ACCORDANCE WITH 9-1.1
2. FACILITY IS NOT REQUIRED AERIAL APPARATUS ACCESS IN
ACCORDANCE WITH 9-1.2
• SECTION 9-2 - FIRE FLOW FOR FACILITIES
1. FIRE FLOW FOR SPRINKLER SYSTEM IS PROVIDED IN ACCORDANCE
WITH 9-2.1
• SECTION 9-3 - SERVICE MAINS AND LATERALS
1. FIRE HYDRANTS ARE PROVIDED IN ACCORDANCE WITH 9-3.5.8
A. HYDRANTS ARE SPACED AT 300 FT MAXIMUM
• SECTION 9-5 - FIRE PUMPS
1. A FIRE PUMP IS NOT REQUIRED TO MEET FIRE PROTECTION DEMAND.
• SECTION 9-7 - AUTOMATIC SPRINKLER SYSTEMS
1. PER 9-7.2.1, AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
• SECTION 9-10 - STANDPIPE SYSTEMS
1. PER 9-10, A STANDPIPE SYSTEM IS NOT REQUIRED
• SECTION 9-17 - PORTABLE FIRE EXTINGUISHERS
1. PER 9-17.1, PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED
2. FIRE EXTINGUISHERS ARE PROVIDED, SEE PLANS FOR LOCATIONS
NFPA 101 CHAPTER 7 (REPLACES IBC CHAPTER 10) - MEANS OF EGRESS:
• OCCUPANCY LOAD (PER TABLE 7.3.1.2 AS MODIFIED BY UFC 3-600-01):
SEE OCCUPANCY TABLE
• EGRESS CAPACITY SIZING (PER TABLE 7.3.3.1)
SEE CODE CALCULATIONS TABLE(S)
SEE LIFE SAFETY PLAN FOR INDIVIDUAL ROOM EGRESS ANALYSIS
• MINIMUM STAIR WIDTH (PER SECTION 7.3.3.1)
SEE CODE CALCULATIONS TABLE(S)
• NUMBER OF MEANS OF EGRESS (PER SECTION 7.4.1)
TOTAL NUMBER OF EXITS REQUIRED
ASSEMBLY OCCUPANCY (CHAPTER 12)
GROUND FLOOR - 2 EXITS REQUIRED
BUSINESS OCCUPANCY (CHAPTER 38)
GROUND FLOOR - 2 EXITS REQUIRED
STORAGE OCCUPANCY (CHAPTER 42)
GROUND FLOOR - 1 EXITS REQUIRED
HIGH HAZARD OCCUPANCY (CHAPTER 7)
2 EXITS REQUIRED
• COMMON PATH OF EGRESS TRAVEL DISTANCE
ASSEMBLY OCCUPANCY (CHAPTER 12)
20 FEET FOR ANY NUMBER OF OCCUPANTS OR 75 FEET WHEN
SERVING LESS THAN 50 OCCUPANTS PER 12.2.5.1.2
BUSINESS OCCUPANCY (CHAPTER 38)
100 FT PER 38.2.5.3.1
STORAGE OCCUPANCY (CHAPTER 42)
100 FEET PER TABLE 42.2.5
OTHER (CHAPTER 7)
SPECIAL PROVISIONS FOR OCCUPANCIES WITH HIGH HAZARD
CONTENTS - 75 FT PERPER 7.11.1
MECHANICAL EQUIPMENT ROOMS, BOILER ROOMS, AND FURNACE
ROOMS - 150 FT PER 7.12.1
• EXIT ACCESS TRAVEL DISTANCE
ASSEMBLY OCCUPANCY (CHAPTER 12)
250 FEET PER 12.2.6.2(1)
BUSINESS OCCUPANCY (CHAPTER 38)
300 FT PER 38.2.6.3
SEE LIFE SAFTEY PLAN FOR EXIT ACCESS TRAVEL DISTANCE
STORAGE OCCUPANCY (CHAPTER 42)
400 FEET PER TABLE 42.2.5
HIGH HAZARD OCCUPANCY (CHAPTER 7)
75 FEET PER 7.11.1
• CORRIDORS
OCCUPANCY TYPE (A-3 | B) REQUIRES:
NO FIRE RATING REQUIRED FOR CORRIDOR WALLS
SEE LIFE SAFTEY PLAN FOR LOCATIONS OF RATED CORRIDORS
MINIMUM CORRIDOR WIDTH
ASSEMBLY OCCUPANCY (CHAPTER 12)
44 INCHES PER 12.2.3.8
BUSINESS OCCUPANCY (CHAPTER 38)
44 INCHES PER 38.2.3.2
DEAD END CORRIDORS
ASSEMBLY OCCUPANCY (CHAPTER 12)
MAXIMUM OF 20 FEET PER 12.2.5.1.3
BUSINESS OCCUPANCY (CHAPTER 38)
MAXIMUM OF 50 FEET PER 38.2.5.2.1
STORAGE OCCUPANCY (CHAPTER 42)
MAXIMUM OF 100 FEET PER TABLE 42.2.5
IBC CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES:
• MAXIMUM EXTERIOR WALL OPENINGS (PER TABLE 705.8)
FIRE SEPARATION: DEGREE OF OPENING PROTECTION: ALLOWABLE AREA:
GREATER THAN 30 FT UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT
IBC CHAPTER 8, UFC 3-600-01, NFPA 101 - INTERIOR FINISHES:
• FINISH MATERIAL RATING REQUIREMENTS (PER NFPA 101)
ASSEMBLY (CHAPTER 12)
CORRIDORS, LOBBIES
INTERIOR WALL AND CEILING FINISH - CLASS A, OR B (12.3.3.2)
ENCLOSED STAIRWAYS
INTERIOR WALL AND CEILING FINISH CLASS A (12.3.3.2)
ASSEMBLY AREAS
INTERIOR WALL AND CEILING FINISH - CLASS A OR B FOR LESS THAN 300
OCCUPANTS (12.3.3.3)
EXIT ENCLOSURES AND EXIT ACCESS CORRIDORS:
FLOOR FINISH - CLASS II (12.3.3.5.2)
BUSINESS (CHAPTER 38)
EXITS AND EXIT ACCESS CORRIDORS
INTERIOR WALL AND CEILING FINISH - CLASS A OR B (38.3.3.2.1)
INTERIOR FLOOR FINISH - CLASS I OR CLASS II (38.3.3.2)
AREAS OTHER THAN EXITS AND EXIT ACCESS CORRIDORS
INTERIOR WALL AND CEILING FINISH - CLASS A, B, OR C (38.3.3.2.2)
INTERIOR FLOOR FINISH - COMPLY WITH SECTION 10.2.7
STORAGE (CHAPTER 42)
EXITS AND EXIT ACCESS CORRIDORS
INTERIOR WALL AND CEILING FINISH - CLASS A, OR B (42.3.3.2)
INTERIOR FLOOR FINISH - CLASS I OR CLASS II (42.3.3.3.1)
AREAS OTHER THAN EXITS AND EXIT ACCESS CORRIDORS
INTERIOR WALL AND CEILING FINISH - CLASS A, B, OR C (42.3.3.2)
INTERIOR FLOOR FINISH - COMPLY WITH SECTION 10.2.7
R
1452 SF
WEAPONS
RELEASE SHOP
1461 SF
GUN SERVICES
SHOP
158 SF
NCOIC
88 SF
STORAGE
128 SF
LOADING
SUPERVISOR
1288 SF
WEAPONS
LOADING SHOP
110 SF
TOOL CHECK
5919 SF
LOADING
STORAGE
760 SF
CONFERENCE &
MEETING ROOM
31 SF
CLOSET
30 SF
CLOSET
395 SF
TRAINING &
TESTING
127 SF
MECH.
102 SF
COMM.
340 SF
BREAK AREA
416 SF
MEN
98 SF
STORAGE
45 SF
NORTH
VESTIBULE
783 SF
CORRIDOR
40 SF
SOUTH
VESTIBULE
S-1 - EXIT ACCESS TRAVEL DISTANCE - 90'-4"B - EXIT ACCESS TRAVEL
DISTANCE - 70'-4"
EWC
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
EWS
EWS
EWS
Minute
Minute
Minute
Minute
SPECIFIC NOTES:
PROVIDE UL P725 ASSEMBLY TO SEPARATE THESE AREAS FROM ADJACENT SPACES ABOVE THE ORIGINAL ROOF DECK AND BELOW THE UNDERSIDE OF NEW RETROFIT METAL ROOF PANELS. CONTRACTOR TO INSTALL NEW SPRAY APPLIED FIREPROOFING MATERIALS TO THE UNDERSIDE OF THE EXISTING ROOF JOISTS AND DECKING. CONTRACTOR SHALL ALSO INSTALL ONE LAYER OF 5/8" GYPSUM BOARD AND ONE LAYER OF 1" THICK POLYSTRENE INSULATION BOARD ON TOP OF THE EXISTING ROOF DECK. REFER TO THE REQUIREMENTS OF UL ASSEMBLY P725. NEW CEILING ASSEMBLY SHALL EXTEND TO THE EXTERIOR WALL ASSEMBLIES AND TO THE FIRE RATED WALLS SEPARATING H-2 OCCUPANCIES FROM THE ADJACENT GROUP S-1
AND GROUP B OCCUPANCIES
3.
3.2 8
15 OCCUPANTS
2.4
3.2 8
11 OCCUPANTS
2 OCCUPANTS
OCCUPANTS
2.55
2 OCCUPANTS
15 OCCUPANTS
1.5
1.
2 OCCUPANTS 1
OCCUPANT
13 OCCUPANTS
62 OCCUPANTS
8 OCCUPANTS
1 OCCUPANT
3 OCCUPANTS
3.2
8.25
1 OCCUPANT
2 OCCUPANTS
OCCUPANTS
257 SF
WOMEN
2 OCCUPANTS
1 OCCUPANT
O
C C
U
PA
N
TS
3.6
254 SF
WEAPONS
MANAGER
OCCUPANT
1.05
4.65
4.8
1.
1 OCCUPANT
1 OCCUPANT
PATCH AND REPAIR ALL EXISTING PENETRATIONS IN EXISTINGS WALLS INDICATED TO BE FIRE RATED IN ACCORDANCE WITH APPLICABLE PROVISIONS OF LISTED UL ASSEMBLY. SEAL TOP OF WALL TO UNDERSIDE OF ROOF DECK AS REQUIRED BY UL
DESIGN
COMMON PATH OF
EGRESS TRAVEL = 35'-0"
COMMON PATH
OF EGRESS
TRAVEL = 42'-8"
DI
AG
ON
AL
D
IS
TA
NC
E
9' -4
/4
HANDICAP ACCESSIBLE EXIT LOCATION
EXIT TRAVEL PATH
ELECTRIC WATER COOLER - SEE PLUMBINGEWC
2 HOUR FIRE RATING (UL# U906)
EMERGENCY EXIT SIGNAGE
LIFE SAFETY LEGEND
FIRE EXTINGUISHER BRACKET
(UL RATED 4A:80B:C - SEE SPECIFICATION SECTION 10 4400)FEB
IBC OCCUPANCY TYPE (B) BUSINESS
100 SF PER OCCUPANT PER NFPA 101
ORDINARY HAZARD PER NFPA 101
1hr FIRE RATED OPENING TAG
EWS EMERGENCY EYE WASH STATION
IBC OCCUPANCY TYPE (A-3) ASSEMBLY
15 SF PER OCCUPANT PER UFC 3-600-01
ORDINARY HAZARD PER NFPA 101
IBC OCCUPANCY TYPE (B) BUSINESS
50 SF PER OCCUPANT PER NFPA 101
ORDINARY HAZARD PER NFPA 101
IBC OCCUPANCY TYPE (S-1) STORAGE
100 SF PER OCCUPANT PER NFPA 101
ORDINARY HAZARD PER NFPA 101
IBC OCCUPANCY TYPE (S-1) STORAGE
500 SF PER OCCUPANT PER NFPA 101
ORDINARY HAZARD PER NFPA 101
IBC OCCUPANCY TYPE (H-2) HAZARDOUS
100 SF PER OCCUPANT PER NFPA 101
HIGH HAZARD PER NFPA 101
CLASS I, DIVISION 2 PER NFPA 70
IBC OCCUPANCY TYPE (B) BUSINESS
500 SF PER OCCUPANT PER NFPA 101
ORDINARY HAZARD PER NFPA 101
IBC OCCUPANCY TYPE (B) BUSINESS
500 SF PER OCCUPANT PER UFC 3-600-01
ORDINARY HAZARD PER NFPA 101
IBC OCCUPANCY TYPE (B) BUSINESS
300 SF PER OCCUPANT PER UFC 3-600-01
ORDINARY HAZARD PER NFPA 101
3.2
8 OCCUPANT LOAD
EGRESS REQUIREMENTS:
REQUIRED EGRESS COMPONENT WIDTH
Sheet Number
Sheet Title
Project Title
M on tg om er y
D ot ha n
W W
W .S
SL
A
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H .C
O M
(M ) 3
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(D
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. 5
Job Number
Date
Drawn By
Checked By
A
RC
H
IT
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BASE BID LIFE
SAFETY PLAN
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SS&L - 18075
DECEMBER 2020
CF, CR, JG
DD, FL
1/8" = 1'-0"LS1.0A
1 BASE BID LIFE SAFETY PLAN
BASE BID PLAN CODE CALCULATIONS
Name
Occupancy Calculations Egress Width Calculations
Area (square feet)
Occupancy Factor (SF per Occupant) Factor Type
Total Occupant
Load (Occupants)
Other Egress Component
Width (inches per occupant)
Calculated Width (Other Egress Components)
(inches)
Required Egress Width
(inches)
ASSEMBLY A-3 930 SF 15 SF NET 62.00 0.2 12.40 44
BUSINESS (CONCENTRATED) 419 SF 50 SF GROSS 9.00 0.2 1.80 44
BUSINESS (IT) 131 SF 300 SF GROSS 1.00 0.2 0.20 44
BUSINESS (MECH) 140 SF 500 SF GROSS 1.00 0.2 0.20 44
BUSINESS (STORAGE) 57 SF 500 SF GROSS 1.00 0.2 0.20 44
BUSINESS (STORAGE) 135 SF 500 SF GROSS 1.00 0.2 0.20 44
BUSINESS B 2820 SF 150 SF GROSS 19.00 0.2 3.80 44
HIGH HAZARD 2 1475 SF 100 SF GROSS 15.00 0.4 6.00 44
STORAGE S-1 3254 SF 100 SF GROSS 33.00 0.2 6.60 44
STORAGE S-1 6234 SF 500 SF GROSS 13.00 0.2 2.60 44
STORAGE S-1 133 SF 100 SF GROSS 2.00 0.2 0.40 44
15729 SF 157.00 34.40
BASE BID - PLUMBING FIXTURE CALCULATIONS
NAME 2
Male
Occupancy Female
Occupancy
Plumbing Fixture Calculations Water Closets Required Lavatories Required Drinking
Foundations Req.Men Women Men Women
BUSINESS/FACTORTY/INDUSTRIAL/STORAGE 52 13 2.60 0.65 2.60 0.65 0.87
PLUMBING FIXTURE CALCULATIONS ARE BASED UPON UTA OCCUPANCY OF 64 PERSONNEL AND 80% MALE OCCUPANCY RATES IN ACCORDANCE WITH ANGETL 15-01-00
3844 SF
AME STORAGE
1630 SF
EGRESS
STORAGE
223 SF
SEAT/CANOPY
STORAGE
270 SF
TOOL ROOM
1534 SF
AME
MAINTENANCE
SHOP
783 SF
CORRIDOR
760 SF
CONFERENCE &
MEETING ROOM
31 SF
CLOSET
30 SF
CLOSET
395 SF
EGRESS ADMIN
127 SF
MECH.
340 SF
BREAK AREA
106102 SF
COMM.
257 SF
WOMEN
416 SF
MEN
254 SF
ALIS READY
98 SF
STORAGE
45 SF
NORTH
VESTIBULE
40 SF
SOUTH
VESTIBULE
432 SF
COVERED AREA
74 SF
CAD STORAGE
134 SF
PAD STORAGE
1319 SF
GUN SERVICES
SHOP
1532 SF
EGRESS
MAINTENANCE
SHOP
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
EWS
EWS
EWS
EWS
EWS
EWS
Minute
Minute
Minute
Minute
Minute
Minute
Minute
Minute
Minute
Minute
Minute
SPECIFIC NOTES:
PROVIDE UL P725 ASSEMBLY TO SEPARATE THESE AREAS FROM ADJACENT SPACES ABOVE THE ORIGINAL ROOF DECK AND BELOW THE UNDERSIDE OF NEW RETROFIT METAL ROOF PANELS. CONTRACTOR TO INSTALL NEW SPRAY APPLIED FIREPROOFING MATERIALS TO THE UNDERSIDE OF THE EXISTING ROOF JOISTS AND DECKING. CONTRACTOR SHALL ALSO INSTALL ONE LAYER OF 5/8" GYPSUM BOARD AND ONE LAYER OF 1" THICK POLYSTRENE INSULATION BOARD ON TOP OF THE EXISTING ROOF DECK. REFER TO THE REQUIREMENTS OF UL ASSEMBLY P725. NEW CEILING ASSEMBLY SHALL EXTEND TO THE EXTERIOR WALL ASSEMBLIES AND TO THE FIRE RATED WALLS SEPARATING H-2 OCCUPANCIES FROM THE ADJACENT GROUP S-1 AND GROUP B OCCUPANCIES
B - EXIT ACCESS TRAVEL
DISTANCE - 70'-4"
EWC
FEB
FEB
1.
1.2 8
16 OCCUPANTS
2.85
8 OCCUPANTS
0.45
14 OCCUPANTS
2.8 7
3.
16 OCCUPANTS
62 OCCUPANTS
8 OCCUPANTS
1 OCCUPANT
3 OCCUPANT
1.6
9.45
1 OCCUPANT
6 OCCUPANTS
OCCUPANTS
2 OCCUPANTS
1 OCCUPANT
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1.5
OCCUPANT
3.6 9
4.65
4.8
2.
1 OCCUPANT
1 OCCUPANT
PATCH AND REPAIR ALL EXISTING PENETRATIONS IN EXISTINGS WALLS INDICATED TO BE FIRE RATED IN ACCORDANCE WITH APPLICABLE PROVISIONS OF LISTED UL ASSEMBLY. SEAL TOP OF WALL TO UNDERSIDE OF ROOF DECK AS REQUIRED BY UL
DESIGN
3 OCCUPANTS
4 OCCUPANTS
1 OCCUPANT
1 OCCUPANT
OCCU-
PANT
5.2
FEB
2.8 7
4.4
COMMON PATH OF
EGRESS TRAVEL = 35'-0"
COMMON PATH OF
EGRESS TRAVEL = 98'-9"
COMMON PATH OF
EGRESS TRAVEL = 19'-10"
/4
DI
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9' -4
HANDICAP ACCESSIBLE EXIT LOCATION
EXIT TRAVEL PATH
ELECTRIC WATER COOLER - SEE PLUMBINGEWC
2 HOUR FIRE RATING (UL# U906)
EMERGENCY EXIT SIGNAGE
LIFE SAFETY LEGEND
FIRE EXTINGUISHER BRACKET
(UL RATED 4A:80B:C - SEE SPECIFICATION SECTION 10 4400)FEB
IBC OCCUPANCY TYPE (B) BUSINESS
100 SF PER OCCUPANT PER NFPA 101
ORDINARY HAZARD PER NFPA 101
1hr FIRE RATED OPENING TAG
EWS EMERGENCY EYE WASH STATION
IBC OCCUPANCY TYPE (A-3) ASSEMBLY
15 SF PER OCCUPANT PER UFC 3-600-01
ORDINARY HAZARD PER NFPA 101
IBC OCCUPANCY TYPE (B) BUSINESS
50 SF PER OCCUPANT PER NFPA 101
ORDINARY HAZARD PER NFPA 101
IBC OCCUPANCY TYPE (S-1) STORAGE
100 SF PER OCCUPANT PER NFPA 101
ORDINARY HAZARD PER NFPA 101
IBC OCCUPANCY TYPE (S-1) STORAGE
500 SF PER OCCUPANT PER NFPA 101
ORDINARY HAZARD PER NFPA 101
IBC OCCUPANCY TYPE (H-2) HAZARDOUS
100 SF PER OCCUPANT PER NFPA 101
HIGH HAZARD PER NFPA 101
CLASS I, DIVISION 2 PER NFPA 70
IBC OCCUPANCY TYPE (H-2) HAZARDOUS
500 SF PER OCCUPANT PER NFPA 101
HIGH HAZARD PER NFPA 101
CLASS I, DIVISION 2 PER NFPA 70
IBC OCCUPANCY TYPE (B) BUSINESS
500 SF PER OCCUPANT PER NFPA 101
ORDINARY HAZARD PER NFPA 101
IBC OCCUPANCY TYPE (B) BUSINESS
500 SF PER OCCUPANT PER UFC 3-600-01
ORDINARY HAZARD PER NFPA 101
IBC OCCUPANCY TYPE (B) BUSINESS
300 SF PER OCCUPANT PER UFC 3-600-01
ORDINARY HAZARD PER NFPA 101
3.2
8 OCCUPANT LOAD
EGRESS REQUIREMENTS:
REQUIRED EGRESS COMPONENT WIDTH
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BID OPTION LIFE
SAFETY PLAN
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SS&L - 18075
DECEMBER 2020
CF, CR, JG
DD, FL
1/8" = 1'-0"LS1.0B
1 BID OPTION LIFE SAFETY PLAN
BID OPTION - PLUMBING FIXTURE CALCULATIONS
Name Male
Occupancy Female
Occupancy
Plumbing Fixture Calculations Water Closets Required Lavatories Required
Drinking Fountains Req.Men Women Male Female.
BUSINESS/FACTORY/INDUSTRIAL/STORAGE 61 16 3.05 0.80 3.05 0.80 1.03
BID OPTION PLAN CODE CALCULATIONS
Name
Occupancy Calculations Egress Calculations
Area (square feet)
Occupancy Factor (SF per Occupant)
Factor Type
Total Occupant
Load (Occupants)
Other Egress Component Width
Factor (inches per occupant)
Calculated Width (Other Egress Components)
(inches)
Required Egress Width
(inches)
ASSEMBLY A-3 929 SF 15 SF GROSS 62.00 0.15 9.30 44
BUSINESS (CONCENTRATED) 263 SF 50 SF GROSS 6.00 0.2 1.20 44
BUSINESS (CONCENTRATED) 403 SF 50 SF GROSS 9.00 0.2 1.80 44
BUSINESS (IT) 131 SF 300 SF GROSS 1.00 0.2 0.20 44
BUSINESS (MECH) 171 SF 500 SF GROSS 1.00 0.2 0.20 44
BUSINESS (STORAGE) 141 SF 500 SF GROSS 1.00 0.2 0.20 44
BUSINESS B 2429 SF 150 SF GROSS 17.00 0.2 3.40 44
HIGH HAZARD 2 3083 SF 100 SF GROSS 31.00 0.4 12.40 44
HIGH HAZARD 2 172 SF 500 SF GROSS 1.00 0.4 0.40 44
HIGH HAZARD 2 2016 SF 500 SF GROSS 5.00 0.4 2.00 44
STORAGE S-1 4057 SF 500 SF GROSS 9.00 0.2 1.80 44
STORAGE S-1 1637 SF 100 SF GROSS 17.00 0.2 3.40 44
STORAGE S-1 294 SF 100 SF GROSS 3.00 0.2 0.60 44
15726 SF 163.00 36.90
PLUMBING FIXTURE CALCULATIONS ARE BASED UPON UTA OCCUPANCY OF 76 PERSONNEL AND 80% MALE OCCUPANCY RATES IN ACCORDANCE WITH ANGETL 15-01-00
BUILDING 1312
PERIMETER ROAD
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
NEW CURB AND GUTTER - SEE CIVIL
5' - 0"
1 1
Legend
EXISTING BUILDING 1312
NEW CONCRETE PAVING - SEE CIVIL
EXTENT OF SODDING
REPLACE ASPHALT PAVING WITH CEMENT
CONCRETE VEHICULAR PAVING - SEE CIVIL.
EXISTING FLIGHT LINE SECURITY FENCING TO REMAIN
EXISTING TREES TO REMAIN
EXISTING TO REMAIN PAVING
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LANDSCAPE SITE
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SS&L - 18075
DECEMBER 2020
CF, CR, JG
DD, FL
1" = 20'-0"L1.0
1 LANDSCAPE PLAN
SPECIFIC WORK NOTES
1 IN ADDITION TO WORK REQUIRED TO INSTALL NEW SITE ELEMENTS, CONTRACTOR TO
EXCAVATE EXISTING GRADE AROUND FOOTINGS AS REQUIRED TO INSTALL NEW
FACADE AND ASSOCIATED WATERPROOFING SYSTEMS. CONTRACTOR TO REPLACE
EARTH, COMPACT WITH HAND TAMP, AND INSTALL NEW SOD.
Project Title
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DEMOLITION
NOTES
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SS&L - 18075
DECEMBER 2020
CF, CR, JG
DD, FL
General Demolition / Work Notes:
THE INTENT OF DEMOLITION IS TO ACCOMPLISH ALL WORK NECESSARY TO PROVIDE A FINISHED, COMPLETE BUILDING AS INDICATED IN THE PLANS AND SPECIFICATIONS. THE FOLLOWING GENERAL NOTES ARE APPLICABLE
TO ALL DEMOLITION ACTIVITIES REQUIRED BY THE SCOPE OF THE CONTRACT DOCUMENTS.
CONTRACTOR'S RESPONSIBILTY TO VERIFY ACCURACY OF EXISTING CONDITIONS:
1. DOCUMENTATION CONTAINED IN THESE CONSTRUCTION DOCUMENTS OF EXISTING CONDITIONS MAY
NOT BE ENTIRELY ACCURATE. CONTRACTOR IS TO TAKE THE INITIATIVE TO VISIT THE SITE PRIOR TO AND
DURING THE PRE-BID MEETING TO VERIFY ACTUAL CONDITIONS, THEREFORE RENDERING THE
CONTRACTOR RESPONSIBLE FOR AN ACCURATE REPRESENTATION OF THE EXISTING CONDITIONS.
2. CONTRACTOR TO VISIT SITE TO VERIFY EXISTING CONDITIONS AND SHALL BE RESPONSIBLE FOR
DETERMINING THE SCOPE OF WORK PRIOR TO DEMOLITION . EXISTING CONDITIONS SHALL BE
THOROUGHLY RESEARCHED PRIOR TO CONSTRUCTION AND ANY DRAWINGS SHALL BE IMMEDIATELY DISCUSSED WITH ARCHITECT PRIOR TO BEGINNING CONSTRUCTION IN THE AFFECTED AREA. CHANGE ORDERS WILL NOT BE APPROVED PRIOR TO WORK TAKING PLACE FOR EXISTING CONDITIONS READILY
APPARENT BY A THOROUGH OBSERVATION.
3. CONTRACTOR TO VERIFY ALL EXISTING FLOOR ELEVATIONS AND VERIFY WITH PLANS. REPORT ANY
DISCREPANCIES WITH ARCHITECT PRIOR TO CONSTRUCTION
4. CONTRACTOR SHALL VERIFY IF THERE ARE EXISTING TILE SETTING BEDS. IN SUCH CASE, CONTRACTOR IS RESPONSIBLE FOR DEMOING EXISTING SETTING BED(S) AND FILL EXISTING DEPRESSED CONCRETE SLAB AREAS WITH MATERIALS CONSISTENT WITH ADJACENT MATERIALS AND FINISHES REQUIRED TO MEET ALL
APPLICABLE CODES.
5. DIMENSIONS OF EXISTING STRUCTURES ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. LOCATION OF WALLS SHALL BE AS SHOWN ON
PLANS RELATIVE TO EXISTING CONDITIONS.
6. THE OWNER ASSUMES NO RESPONSIBILITY FOR EXISTING UNKNOWN CONDITIONS. EACH CONTRACTOR SHALL COORDINATE NEW CONSTRUCTION WITH EXISTING CONSTRUCTION AND INVESTIGATE IN A
REASONABLE MANNER REGARDING HIDDEN CONDITIONS.
SAFEGUARDS DURING DEMOLITION:
1. CONTRACTOR TO MAKE SURE ALL INFRASTRUCTURE (POWER, GAS, WATER, CABLING, ETC...) IS TURNED
OFF AND/OR REMOVED PRIOR TO DEMOLITION.
2. CONTRACTOR TO VERIFY ALL LOAD BEARING CONDITIONS AND PROVIDE SHORING AS REQUIRED IN ALL
AFFECTED AREAS PRIOR TO & DURING DEMOLITION AND/OR CONSTRUCTION.
3. ALL CURRENT OSHA AND APPLICABLE STANDARDS SHALL BE UPHELD TO ASSURE SAFETY OF ALL
PERSONS ON SITE DURING ENTIRE COURSE OF CONSTRUCTION.
CONTRACTOR'S RESPONSIBILTY TO REMOVE ALL ENCUMBRANCES REQUIRED FOR PROPER INSTALLATION OF
NEW SYSTEMS:
1. REMOVAL OF ALL ENCUMBRANCES INCLUDING BUT NOT LIMITED TO DUCTS, PIPING, WIRING, ETC… SHALL
BE DONE BY THE CONTRACTOR TO ACHIEVE PLANS AS SHOWN EVEN IF NOT SHOWN ON DEMOLITION
PLANS.
2. REMOVAL OF ALL ENCUMBRANCES INCLUDING BUT NOT LIMITED TO CONCRETE, WOOD, DUCTS, PIPING, WIRING, SHALL BE DONE BY THE CONTRACTOR TO ACHIEVE FLOOR PLANS AS SHOWN EVEN IF NOT
SHOWN ON DEMOLITION PLANS.
3. REMOVE ALL CEILINGS AND ITEMS ABOVE CEILINGS THAT ARE NOT REQUIRED IN THE RENOVATED BUILDING AND AS REQUIRED TO INSTALL NEW HVAC, PLUMBING, LIGHTING, ELECTRICAL, ETC. FOR FULLY
FUNCTIONING SYSTEMS.
4. REMOVE ANY UNUSED PENETRATIONS IN ROOF / WALLS / FLOORS. PROVIDE PATCHING IN ACCORDANCE
WITH NOTE (6) BELOW.
5. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL REMOVE GYPSUM WALLBOARD AND ANY FURRING
STRIPS AND/OR FASTENERS FROM EXTERIOR WALLS TO PREPARE FOR NEW FINISH.
6. REMOVE ALL ABANDONED FIXTURES, PIPING, CONDUIT WIRING, INSULATION, EQUIPMENT, STRUCTURAL
SUPPORTS, ARCHITECTURAL SYSTEMS., ETC… NO LONGER IN USE OR UNNECESSARY FOR THE
RENOVATED PROJECT. PROVIDE PATCHING WITH MATERIALS CONSISTENT WITH ADJACENT MATERIALS
AND FINISHES REQUIRED, UNLESS OTHERWISE NOTED, TO MEET ALL APPLICABLE CODES.
7. REMOVE ALL MISCELLANEOUS HARDWARE, PANELING, CLIPS, FASTENERS, WIRE, CONDUIT, PIPES, ETC… FROM ANY AND ALL SURFACES TO RECEIVE A NEW FINISH. PATCH SUBSTRATES BY FILLING, GRINDING
AND SANDING SMOOTH WITH ACCEPTABLE CONSTRUCTION INDUSTRY AND CODE COMPLIANT
MATERIALS. PREPARE SURFACE FOR ACCEPTANCE OF MANUFACTURER SPECIFIED FINISH AND SURFACE TREATMENT. INSTALLATION OF FINISH INDICATES ACCEPTANCE OF SUBSTRATE BY APPLICATOR. WHERE NO NEW FINISHES OCCUR, PATCH EXISTING MATERIALS WITH MATCHING MATERIALS SO THAT PATCH
WORK IS NOT VISIBLE.
8. REMOVE ALL EXISTING ACOUSTICAL TILE, CEILING GRID, HANGERS, AND ASSOCIATED FRAMING UP TO
UNDERSIDE OF ROOF.
9. REMOVE EXISTING FLOORING AS REQUIRED TO INSTALL NEW FLOORING. PROVIDE MANUFACTURER’S REQUIRED LEVELING MATERIALS PRIOR TO INSTALLING NEW FLOORS. REFER TO SPECIFICATIONS OF FLOORING FOR ADDITIONAL REQUIREMENTS. FIELD TEST EXISTING FLOORING SUBSTRATE AS REQUIRED BY PROJECT SPECIFICATIONS AND/OR FLOORING MANUFACTURER TO ENSURE MOISTURE CONTENT, RELATIVE HUMIDITY, FLOOR FLATNESS, AND OTHER SUBSTRATE CONDITIONS ARE WITHIN ACCEPTABLE RANGES FOR INSTALLATION OF NEW SCHEDULED FLOOR MATERIALS INTENDED TO BE INSTALLED.
PROVIDE MANUFACTURER'S WRITTEN ACCEPTANCE OF SUBSTRATE CONDITIONS PRIOR TO PROCEEDING WITH INSTALLATION OF NEW FLOOR SYSTEMS. INSTALLATION OF NEW FLOORING SYSTEMS INDICATED
ACCEPTANCE OF THE SUBSTRATE BY THE CONTRACTOR AND INSTALLER.
10. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE REMOVAL OF DEMOLISHED MATERIALS: FOR THE PATCHING OF EXISTING SURFACES, INCLUDING OPENINGS IN FLOORS, WALLS, ETC. TO MATCH UNDISTURBED EXISTING SURFACES, AND FOR LEAVING THE AREA IN A CLEAN CONDITION. REFER TO
CONTRACT DOCUMENTS FOR SPECIFIC FLOOR RELATED DETAILS.
CONTRACTOR'S RESPONSIBILTY TO RETURN THE SITE/STRUCTURE TO PRE-WORK CONDITIONS
1. CONTRACTOR TO TAKE EXTREME CARE AT EXISTING EXTERIOR FINISHES, INCLUDING BUT NOT LIMITED TO
BRICK, METALWORK, WINDOWS, AND DOORS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY
EXTERIOR FINISHES THAT WERE COMPROMISED DURING THE COURSE OF CONSTRUCTION.
2. CONTRACTOR TO PROTECT ALL FINISHES TO REMAIN ON INTERIOR OF EXISTING SPACES INCLUDING
WALLS, CEILINGS, FLOORS, DOORS, FIXTURES, ETC.
General Demolition / Work Notes (Continued):
CONTRACTOR'S RESPONSIBILITY REGARDING REMOVAL AND DISPOSAL OF DEMOLISHED MATERIALS:
1. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LAWS, REGULATIONS, AND/OR ORDINANCES REGARDING THE METHOD OF DEMOLITION AND DISPOSAL OF WASTE MATERIALS.
THE OWNER ASSUMES NO LIABILITY FOR EXTRA WORK OR ADDITIONAL COMPENSATION DUE TO FAILURE OF THE TRADE CONTRACTOR OR SUBCONTRACTORS TO COMPLY WITH ANY AND ALL SUCH REGULATIONS
THAT APPLY.
CONTRACTOR'S RESPONSIBILTY REGARDING HAZARDOUS MATERIALS:
1. CONTRACTOR SHALL COMPLY WITH ALL SPECIFIED REQUIREMENTS AND GOVERNING
CODES/LAWS/REGULATIONS REGARDING REMOVAL AND DISPOSAL OF HAZARDOUS MATERIALS.
2. AN ENVIRONMENTAL ASSESSMENT HAS BEEN COMPLETED AND PREPARED BY THE GOVERNMENT. THE
RESULTS OF THE ASSESSMENT DO NOT INDICATE THE PRESENSE OF ASBESTOS-CONTAINING MATERIALS.
3. IF HAZARDOUS MATERIALS NOT NOTED IN THE CONTRACT DOCUMENTS ARE ENCOUNTERED, NOTIFY THE
GOVERNMENT PRIOR TO PROCEEDING.
ADDITIONAL MISCELLANEOUS PROVISIONS
1. GENERAL DEMOLITION NOTES APPLY TO THE ENTIRE PROJECT. SPECIFIC NOTES (DESIGNATED) APPLY TO
ISOLATED WORK AREAS AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, ALL
ISOLATED WORK AREAS ARE NOT NOTED. SHOULD A CONDITION OCCUR THAT IS NOT SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL DEMOLITION NOTES OR A SPECIFIC WORK NOTE(S) USED IN OTHER SIMILAR CONDITIONS, WHICHEVER IS MORE STRINGENT, PER APPROVAL
OF ARCHITECT VIA OWNER.
2. REFER ALSO TO SELECTED DEMOLITION, SUMMARY OF WORK, ADDITIONAL INSTRUCTIONS TO BIDDERS
AND OTHER SPECIFICATION SECTIONS REQUIRED.
3. REFER TO OTHER DISCIPLINES TO INCLUDE BUT NOT LIMITED TO LANDSCAPE, CIVIL, PLUMBING, MECHANICAL, AND STRUCTURAL FOR ADDITIONAL DEMOLITION AND REPARATION REQUIREMENTS. PATCH
ALL LOCATIONS REQUIRED BY PLUMBING, MECHANICAL, AND ELECTRICAL DEMOLITION. MATCH
ADJACENT CONDITIONS, UNLESS OTHERWISE NOTED. ALL REQUIRED TRENCHING AND REPLACEMENT OF
EXISTING SLABS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
4. CONTRACTOR TO REPAINT ALL EXTERIOR HOLLOW METAL FRAMES. BOTH INTERIOR AND EXTERIOR OF
FRAME TO BE PAINTED.
5. DURING ROOFING DEMOLITION PROVIDE TEMPORARY ROOFING AS REQUIRED TO PROTECT BUILDING
FROM DAMAGE.
6. CONTRACTOR TO ASSUME ALL CONCRETE INDICATED TO BE REMOVED IS REINFORCED.
7. AT LOCATIONS IN EXISTING FIRE WALLS…
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