Attachment 1_FAKZ189019 B3 Drawings.pdf
PDF 40 MB Posted
- Attached to
- 187 FW F35 Simulator & Base Supply New Construction Federal contract opportunity
- Solicitation number
- W50S6N-22-B-0001
About this file
This document provides details for a federal solicitation seeking construction services. The Alabama National Guard intends to award a firm fixed-price contract between $10 million and $25 million to construct a new 19,000 square foot Simulator Facility and 39,000 square foot Base Supply complex in accordance with specifications and drawings dated March 2021. Interested vendors must attend a mandatory pre-bid conference on October 26, 2021 to receive briefing on bid requirements and have questions answered. A site visit will follow. Vendors should submit an entry authorization list by October 21, 2021 and download all attachments before the pre-bid conference. This is a 100% small business set-aside with a size standard of $39.5 million. The North American Industry Classification System code for this project is 236220.
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Text version
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
. 2
. 5
(D
) 3
. 7
. 5
Job Number
Date
Drawn By
Checked By
A
RC
H
IT
E
CT
U
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IN
TE
RI
O R
D E
SI
G
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T1.0
TITLE SHEET
F-
S im ul at or F ac ili ty
7T
H F
W , D
A N
N E
LL
Y
FI
E
LD
, M
O N
TG
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M E
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, A
L
18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
187th Fighter Wing Dannelly Field - AL ANG Montgomery, AL
FAKZ 189019
Approvals:
Title: Signature: Date:
Base Commander
Base Civil Engineer
Base Project Engineer
Bio Environmental Eng.
Safety
Security Police
Base Communications
Fire Chief
Architect:
Design Team:
Option #3
Schedule of Bid Options:
Interior Upgrades
Option #2
Additional Extent of Access Flooring
Option #1
Tiered Auditorium Seating
Option #4
Exterior Concourse UpgradesOption #5
Underslab Vapor Barrier
Plumbing, Mechanical, & Fire Protection:
Consulting Engineers:
Electrical:
Structural:
Civil:
F-35 Flight Simulator Facility
Rev. Description Date
Option #6
Spray Foam Insulation
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
. 2
. 5
(D
) 3
. 7
. 5
Job Number
Date
Drawn By
Checked By
A
RC
H
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CT
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IN
TE
RI
O R
D E
SI
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T2.0
GENERAL WORK
NOTES,
ABBREVIATIONS &
SYMBOLS
F-
S im ul at or F ac ili ty
7T
H F
W , D
A N
N E
LL
Y
FI
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LD
, M
O N
TG
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M E
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, A
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18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
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 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, 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. CONTRACTOR TO COORDINATE PLUMBING, MECHANICAL, FIRE SPRINKLER, ELECTRICAL, AND LIGHTING WITH STRUCTURAL ELEMENTS WHERE THERE IS EXPOSED STRUCTURE. CONDUIT LINES, ECT. SHALL RUN AT RIGHT ANGLES OR SEGMENTED BETWEEN COLUMN LINES AND BE CLEAN AND NEAT IN APPEARANCE.
6. 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.
7. 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, ECT. UP AND DOWN OR AROUND AS REQUIRED TO
ACHIEVE CEILING HEIGHTS AS INDICATED. COORDINATE INSTALLATION AND SEQUENCING OF
DISCIPLINES TO ACHIEVE.
8. 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.
9. 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.
10. 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.
11. 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.
12. 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
13. 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.
ACT Acoustical Ceiling Tile A/C Air Conditioning AB Anchor Bolt ADA American Disabilities Act AFF Above Finish Floor 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 COORDF 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 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 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 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) REV Revised RM Room SCHED Schedule SECT Section SHT Sheet SHW Single Hung Window SIM Similar
Typical Abbreviation Legend:General Project Notes (Continued):
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 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.
DRAWING INDEX
SHEET
NO. SHEET NAME
T-302 TELECOM SINGLE LINE
DIAGRAMS
T-401 TELECOM ENLARGED PLANS
T-402 TELECOM ENLARGED PLANS
T-501 RACK ELEVATIONS
10.1 ELECTRICAL SECURITY
TY-001 SECURITY LEGEND
TY-111 SECURITY FIRST FLOOR PLAN
TY-201 SECURITY DETAILS
TY-202 SECURITY DETAILS
TY-301 SECURITY SINGLE LINE
DIAGRAMS
11 FIRE ALARM
FA001 FIRE ALARM/MASS NOTIFICATION
SYSTEM GENERAL NOTES AND
LEGEND
FA002 FA_MNS RISER
FA003 FA_MNS MATRIX
FA100 FIRE ALARM AND MASS
NOTIFICATION SYSTEM PLAN
FA101 MEZZANINE LEVEL FIRE ALARM
AND MASS NOTIFICATION
SYSTEM PLAN
DRAWING INDEX
SHEET
NO. SHEET NAME
E204 BLUE LIGHT PLAN
E300 LIGHTNING PROTECTION PLAN
E301 LIGHTNING PROTECTION DETAILS
A
E302 LIGHTNING PROTECTION DETAILS
B
E303 GROUNDING PLAN
E600 PANEL SCHEDULES
E601 PANEL SCHEDULES
E602 PANEL SCHEDULES
E603 PANEL SCHEDULES
E604 PANEL SCHEDULES
E-605 PANEL SCHEDULES
10 TELECOM
T-001 TELECOM LEGEND
T-002 TELECOM NOTES
T-003 TELECOM SITE NOTES
T-101 TELECOM SITE
T-102 TELECOM SITE DETAILS
T-111 TELECOM FIRST FLOOR PLAN
T-112 TELECOM PATHWAYS PLAN
T-201 TELECOM DETAILS
T-202 TELECOM DETAILS
T-203 TELECOM DETAILS
T-204 TELECOM DETAILS
T-301 TELECOM SINGLE LINE
DIAGRAMS
DRAWING INDEX
SHEET
NO. SHEET NAME
M-503 HVAC DETAILS -3
M-601 HVAC SCHEDULE-1
M-602 HVAC SCHEDULE-2
M-603 HVAC SCHEDULES-3
M-604 CHILLED WATER PIPING
DIAGRAM-PRIMARY LOOP
M-605 CHILLED WATER PIPING
DIAGRAM-SECONDARY LOOP
M-701 HVAC CONTROLS-1
M-702 HVAC CONTROLS-2
09 ELECTRICAL
E001 ELECTRICAL LEGEND AND
GENERAL NOTES
E002 POWER RISER DIAGRAM
E100 ELECTRICAL POWER PLAN
E101 BRIEF / DEBRIEF ROOM
CALLOUTS
E102 MECHANICAL POWER PLAN
E103 MEZZANINE LEVEL PLAN
E104 ELECTRICAL SITE PLAN
E105 EQUIPMENT SCHEDULE
E200 LIGHTING PLAN
E201 LIGHTING FIXTURE MOUNTING
DETAILS
E202 LIGHTING FIXTURE DETAILS AND
SCHEDULES
E203 LIGHTING FIXTURE DETAILS
DRAWING INDEX
SHEET
NO. SHEET NAME
P-601 PLUMBING SCHEDULES
P-901 PLUMBING WASTE RISER
DIAGRAM
P-902 PLUMBING WATER RISER
DIAGRAM
P-903 PLUMBING REVERSE OSMOSIS
WATER RISER DIAGRAM
08 MECHANICAL
M-001 HVAC LEGENDS & GENERAL
NOTES
M-101 OVERALL FIRST FLOOR - HVAC
PLAN
M-102 OVERALL FIRST FLOOR - HVAC
PIPING PLAN
M-301 HVAC SECTIONS-1
M-302 HVAC SECTIONS-2
M-303 HVAC SECTIONS-3
M-304 HVAC SECTIONS-4
M-401 HVAC PLAN - NORTH EAST
M-402 HVAC PLAN - SOUTH EAST
M-403 HVAC PLAN - NORTH WEST
M-404 HVAC PLAN - SOUTH WEST
M-405 ENLARGED MEZZANINE & MECH
RM - HVAC PLAN
M-406 HVAC DUCT LOCATION
M-501 HVAC DETAILS-1
M-502 HVAC DETAILS-2
DRAWING INDEX
SHEET
NO. SHEET NAME
FP-502 FIRE SUPPRESSION HYDRAULIC
ANALYSIS
06 STRUCTURAL
S1.0 GENERAL STRUCTURAL NOTES
S2.0 FOUNDATION PLAN
S2.0A ALTERNATE FOUNDATION PLAN
S3.0 MECH. MEZZ. FRAMING PLAN
S4.0 ROOF FRAMING PLAN
S5.0 TRUSS DIAGRAMS & NOTES &
SCHEDULES
S6.0 BRACING ELEVATIONS & DETAILS
S7.0 STRUCTURAL DETAILS
S8.0 STRUCTURAL DETAILS
S9.0 STRUCTURAL DETAILS
S10.0 STRUCTURAL DETAILS
S11.0 STRUCTURAL DETAILS
07 PLUMBING
P-001 PLUMBING GENERAL NOTES &
LEGEND
P-101 PLUMBING FLOOR PLAN - BELOW
FOUNDATION
P-102 PLUMBING FLOOR PLAN - ABOVE
FOUNDATION
P-301 PLUMBING INVERT SECTIONS
P-401 PLUMBING ENLARGED PLAN
P-501 PLUMBING DETAILS-1
P-502 PLUMBING DETAILS-2
DRAWING INDEX
SHEET
NO. SHEET NAME
A5.2 EXTERIOR WALL SECTIONS
A5.3 EXTERIOR WALL SECTIONS
A5.4 EXTERIOR WALL SECTIONS
A5.5 COVERED EXIT DETAILS
A6.1 ENLARGED FLOOR PLANS
A6.2 ENLARGED FLOOR PLANS
A6.3 ENLARGED MASS DEBRIEF
ROOM PLAN
A6.4 ENLARGED MASS DEBRIEF
ROOM SECTION AND DETAILS
A7.1 INTERIOR ELEVATIONS
A7.2 INTERIOR ELEVATIONS AND
DETAILS
A7.3 INTERIOR ELEVATIONS
A7.4 CASEWORK DETAILS
A8.1 REFLECTED CEILING PLAN
A8.2 CEILING DETAILS
A9.1 FLOOR PATTERN PLAN
A9.2 RAISED FLOORING DIAGRAM
AND DETAILS
A9.3 TYP. FINISH FLOOR TRANSITION
DETAILS
05 FIRE PROTECTION
FP-101 OVERALL FIRST FLOOR - FIRE
SUPPRESSION PLAN
FP-501 FIRE SUPPRESSION DETAILS &
SECTION
DRAWING INDEX
SHEET
NO. SHEET NAME
C9.1 SIMULATOR - SITE DETAILS
C10.1 SIMULATOR - SITE DETAILS
04 ARCHITECTURAL
A2.1 FIRST FLOOR PLAN
A2.1D DIMENSION PLAN
A2.2 MEZZANINE PLAN
A2.3 MEZZANINE DETAILS
A2.4 ROOF PLAN
A2.5 ROOF DETAILS
A2.6 ROOF DETAILS
A2.7 ROOF DETAILS
A2.8 WALL TYPE PLAN
A2.9 WALL DETAILS
A3.0 FINISH SCHEDULES
A3.1 FINISH SCHEDULE LEGEND
A3.2 DOOR SCHEDULE
A3.3 DOOR DETAILS
A3.4 OPENING SCHEDULE
A3.5 OPENING SCHEDULE
A3.6 CURTAIN WALL, STOREFRONT,
AND WINDOW SECTION DETAILS
A3.7 CURTAIN WALL, STOREFRONT,
AND WINDOW SECTION DETAILS
A3.8 CURTAIN WALL, STOREFRONT,
AND WINDOW SECTION DETAILS
A4.1 ELEVATIONS
A5.1 BUILDING SECTIONS
DRAWING INDEX
SHEET
NO. SHEET NAME
00 TITLE
T1.0 TITLE SHEET
T2.0 GENERAL WORK NOTES,
ABBREVIATIONS & SYMBOLS
T3.0 TYPICAL MOUNTING HEIGHTS &
CLEARANCES
01 LIFE SAFETY
LS1.0 LIFE SAFETY
02 LANDSCAPE
L1.0 BASE BID LANDSCAPE SITE PLAN
L1.1 LANDSCAPE SITE PLAN - BID
OPTION
L2.0 LANDSCAPE DETAILS
L2.1 LANDSCAPE SITE PLAN DETAILS
03 CIVIL
C1.1 SIMULATOR - SITE DEMOLITION
PLAN
C2.1 SIMULATOR - SITE LAYOUT PLAN
C3.1 SIMULATOR - SITE GRADING &
DRAINAGE PLAN
C4.1 SIMULATOR - SITE UTILITES PLAN
C5.1 SIMULATOR - SITE EROSION
AND SEDIMENTATION CONTROL
PLAN
C6.1 SIMULATOR - SITE DETAILS
C7.1 SIMULATOR - SITE DETAILS
C8.1 SIMULATOR - SITE DETAILS
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
Rev. Description Date
" M
A X
" M
IN
" M
A X
PAPER TOWEL DISPENSER
MIRROR
SOAP DISPENSER
ROBE HOOK
TY
P.
" M A X
" M A X
LAVATORY. PROVIDE ADA
INSULATION KIT WHEN REQUIRED
URINAL
42" MIN12" MAX
WATER CLOSET
HORIZONTAL
GRAB BAR
VERTICAL
GRAB BAR
MIN
1' - 3"
39"-41"
SHOWER ROD
HANDHEAD SHOWER
HEAD ON 60" MIN HOSE
FOLDING SEAT
" M A X
TOWEL BAR
EX
TI
N G
U S H
ER
H A N D
LE
" M
AX
T
O
" M A X
TO
S
PO
U T
FIRE
EXTINGUISHER
CABINET
" M A X6
" M
IN
ADA ELECTRIC
WATER
COOLER
DIRECTION INDICATOR
HALL CALL
CONTROLS
ELEVATOR DOOR
*PROVIDED FOR MOUNTING HEIGHT INFORMATION ONLY. FIXTURES SHOWN ARE NOT NECCESSARILY INCLUDED IN PROJECT*
ALLOWABLE
MOUNTING
AREA
54" MIN
TOILET
PAPER
DISPENSER
SANITARY
NAPKIN
DISPOSAL
7"-9"
36" MAX
MIN
42" MAX
" M A X
" M
IN
CL
18"
SHOWER
CONTROLS
" M
IN
" M A X
15" MAX
SIDE
WALL
BACK
WALL
CL
C.L. OF SEAT ON
OPPOSITE WALL
" M
IN
" M
IN
" M
IN
18" MIN
(A)
FRONT APPROACH, PULL SIDE
" M
IN
(B)
FRONT APPROACH, PUSH SIDE
" M
IN12" MIN
(C)
FRONT APPROACH, PUSH SIDE, DOOR
PROVIDED WITH BOTH CLOSER AND LATCH
36" MIN 6
" M
IN
(D)
HINGE APPROACH, PULL SIDE
42" MIN
" M
IN
(E)
HINGE APPROACH, PULL SIDE
" M
IN
22" MIN
(F)
HINGE APPROACH, PUSH SIDE
(G)
HINGE APPROACH, PUSH SIDE, DOOR
PROVIDED WITH BOTH CLOSER AND LATCH
" M
IN
22" MIN
24" MIN
" M
IN
(H)
LATCH APPROACH, PULL SIDE
(I)
LATCH APPROACH, PULL SIDE,
DOOR PROVIDED WITH CLOSER
" M
IN 24" MIN
24" MIN
" M
IN
(J)
LATCH APPROACH, PUSH SIDE
(K)
LATCH APPROACH, PUSH SIDE,
DOOR PROVIDED WITH CLOSER
24" MIN
" M
IN
" M
IN
12" MIN
(C)
PUSH SIDE, DOOR PROVIDED WITH
BOTH CLOSER AND LATCH
X > 8"4
" M
IN
(B)
PUSH SIDE
" M
IN
18" MIN
X > 8"
(A)
PULL SIDE
24" MIN
" M
IN
(D)
STOP OR LATCH APPROACH
22 MIN
m in
(C)
POCKET OR HINGE APPROACH
(B)
SIDE APPROACH
M
IN
m in
(A)
FRONT APPROACH
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
General 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 Cabinet
How do we tag these in a legend so they will look the same as on a plan???
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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. 5
(D
) 3
. 7
. 5
Job Number
Date
Drawn By
Checked By
A
RC
H
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CT
U
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IN
TE
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TYPICAL
MOUNTING
HEIGHTS &
CLEARANCES
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18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
1/2" = 1'-0"T3.0
TYPICAL MOUNTING HEIGHTS
UNLESS NOTED OTHERWISE
3/8" = 1'-0"T3.0
2 ADA DOOR SWINGS
903 SF
B (CONCENTRATED)
C O
M M
O N P
AT
H
EXIT ACCESS DIAGONAL
43' - 1 5/8"
(1 /3
D
IA
G O
N A L
M
IN
IM
U M
EX
IT
A C C
ES
S D
IS
TA
N C E
/8
EXIT TRAVEL DISTANCE
161'
FEC
873 SF
B (ASSEMBLY - FIXED
SEATING)
781 SF
B (IT)
816 SF
B (IT)
102 SF
B (IT)
95 SF
B (IT)
137 SF
B (IT)
173 SF
B (IT)
401 SF
B (IT)
709 SF
B (MECHANICAL)
1371 SF
B (CONCENTRATED)
171 SF
B (STORAGE) 139 SF
B (IT)
2571 SF
B (EQUIPMENT)
1300 SF
B (EQUIPMENT)
1330 SF
B (EQUIPMENT)
1 3
LINE OF
MEZZANINE
ABOVE
3 33
1236 SF
B (CONCENTRATED)
315 SF
B (CONCENTRATED)
401 SF
B - GENERAL
459 SF
B (CONCENTRATED)
4490 SF
B - GENERAL
HANDICAP ACCESSIBLE EXIT LOCATION
EXIT TRAVEL PATH
FIRE EXTINGUISHER CABINETFEC
ELECTRIC WATER COOLER - SEE PLUMBINGEWC
EMERGENCY EXIT SIGNAGE
SYMBOLS LEGEND
BUSINESS OCCUPANCY - IT
BUSINESS OCCUPANCY - STORAGE /
MECHANICAL / EQUIPMENT
BUSINESS OCCUPANCY - ASSEMBLY
BUSINESS OCCUPANCY - GENERAL
BUSINESS OCCUPANCY - CONCENTRATED
SMOKE PARTITION
REQUIRED ONE HOUR FIRE RATED WALL
CONSTRUCTION (UL DESIGN # U419)
OPEN TO BELOW
3.
FIRE RATED WALL CONSTRUCTION TO EXTEND FROM TRUE FLOOR TO
UNDERSIDE OF MECHANICAL MEZZANINE
FIRE RATED WALL CONSTRUCTION TO EXTEND FROM TRUE FLOOR OF
MECHANICAL MEZZANINE TO UNDERSIDE OF TRUE ROOF ABOVE
SPECIFIC NOTE KEY
3 SMOKE PARTITION / FIRE RATED WALL CONSTRUCTION TO EXTEND
FROM TRUE FLOOR TO UNDERSIDE OF TRUE ROOF ABOVE. SEE PLAN
FOR LOCATION OF SMOKE PARTITION VERSUS FIRE RATED WALL
CONSTRUCTION.
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
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(M ) 3
. 2
. 5
(D
) 3
. 7
. 5
Job Number
Date
Drawn By
Checked By
A
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LS1.0
LIFE SAFETY
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18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
3/32" = 1'-0"LS1.0
1 LIFE SAFETY PLAN
Applicable Codes:
Building Code..............UFC 1-200-01 / 2015 INTERNATIONAL
BUILDING CODE
Structural Code...........UFC 3-301-01 Plumbing Code............UFC 3-420-01 Mechanical Code.........UFC 3-401-01 Fire Code..................UFC 3-600-01 Electrical Code...........UFC 3-501-01 Energy Code..............UFC 1-200-02 Accessibility Code......2010 ADA STANDARDS Life Safety Code........UFC 3-600-01
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:
• Construction Type = II - B, SPRINKLED
• Allowable Building Height (PER TABLE 504.3)
75 FEET ABOVE GRADE PLANE
• Allowable Number of Stories Above Grade Plane (PER TABLE 504.4)
4 STORIES ABOVE GRADE PLANE
• Tabular Building Area (PER TABLE 506.2)
92,000 SQUARE FEET
• Frontage Increase Formula PER 506.3
I=(F/P -0.25)W/30 = (625/625-0.25)30/30 = 0.75
• Allowable Building Area (PER SECTION 506.2)
92,000 + (23,000*.75)=109,250 Actual Building area = 18,806 sf
• Fire Separation Requirements (Per Table 508.4)
NOT APPLICABLE
• Incidental Use Areas (PER TABLE 509) See occupancy table.
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
• Required Fire Rating (Per Table 602)
NO FIRE SEPARATION REQUIRED, FIRE SEPARATION DISTANCE
IS GREATER THAN 10'
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 REQUIRES 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 required
• 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 CHAPTER 8 and UFC 3-600-01- Fire and Smoke Protection Features:
• Maximum Exterior Wall Openings (PER IBC SECTION 705)
Fire Separation: Degree of Opening Protection: Allowable Area:
GREATER THAN 30 FT UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT
• Fire Walls (PER SECTION 706) No fire walls are present within the scope of the project
• Shaft Enclosure (PER 8.6.5) No shaft enclosure is present
• Opening Protectives (Per 8.3.4) Type of Assembly Assembly Rating Required Opening Protection (Door/Sidelite)
CORRIDOR NA NA
• Concealed Spaces (Per 8.6.11) Not Applicable
• See Legend on Life Safety Plan for Applicable UL Assemblies to be provided.
IBC Chapter 8, UFC 3-600-01, NFPA 101 - Interior Finishes:
• Finish Material Rating Requirements (Per NFPA 101)
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 (38.3.3.3.2)
Areas other than Exits and Exit Access Corridors Interior Wall and Ceiling Finish - CLASS A, B, OR C (38.3.3.2.2)
NFPA Chapter 7 (replaces IBC Chapter 10) - Means of Egress:
• Occupancy Load (PER TABLE 7.3.1.2):
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
Business Occupancy (CHAPTER 38)
GROUND FLOOR - 2 EXITS REQUIRED
Storage Occupancy (CHAPTER 42)
GROUND FLOOR - 1 EXITS REQUIRED
• Common Path of Egress Travel Distance Business Occupancy (CHAPTER 38)
100 ft per 38.2.5.3.1 Other (CHAPTER 7)
Mechanical Equipment Rooms, Boiler Rooms, and Furnace Rooms - 100 ft per 7.12.1
NFPA Chapter 7 (Continued)
• Exit Access Travel Distance
Business Occupancy (CHAPTER 38) 300 FT per 38.2.6.3 See life saftey plan for exit access travel distance
• Corridors Occupancy Type (B) requires:
NO FIRE RATING REQUIRED FOR
CORRIDOR WALLS
See life saftey Plan for locations of rated corridors
Minimum Corridor Width Business Occupancy (CHAPTER 38) 44 inches per 38.2.3.2
Dead End Corridors Business Occupancy (CHAPTER 38)
Maximum of 50 feet per 38.2.5.2.1
GROUND FLOOR PLAN CODE...
Name
Egress Calculations
Area Occupancy
Factor
Total Occupant
Load
Req. Stair Egress Width
Req. Width Other Egress Components
B (ASSEMBLY - FIXED SEATING) 873 SF 18 SF 49 14.66 9.77
B (CONCENTRATED) 4284 SF 50 SF 86 25.70 17.14
B (EQUIPMENT) 5200 SF 500 SF 11 3.12 2.08
B (IT) 2643 SF 300 SF 9 2.64 1.76
B (MECHANICAL) 709 SF 500 SF 2 0.43 0.28
B (STORAGE) 171 SF 500 SF 1 0.10 0.07
B - GENERAL 4891 SF 100 SF 49 14.67 9.78
18771 SF 207 61.32 40.88
PLUMBING FIXTURE CALCULATIONS
Name Male
Occupancy Female
Occupancy
Plumbing Fixture Calculations Water Closets
Required Lavatories Required
Drinking Fountains
Req.Men Women Male Female.
B - GENERAL 22 6 1.10 0.30 1.10 0.30 0.37
3/32" = 1'-0"LS1.0
2 MECHANICAL MEZZANINE PLAN
THIS PLAN IS FOR REFERENCE ONLY - SEE A2.1 FOR ROOM NAMES / NUMBER
PLUMBING FIXTURES HAVE BEEN CALCULATED BASED UPON UFC 3-420-01 USING THE MAXIMUM UTA
OCCUPANCY RATE OF 27 OCCUPANTS IN ACCORDANCE WITH ANGETL 15-01-00.
Rev. Description Date
NOTE 1
NOTE 1:
- OCCUPANCY LOAD OF 49
ESTABLISHED FOR ASSEMBLY
AREAS WITH FIXED SEATING
EXISTING BUILDING 1104
FAKZ999088
FAKZ162109
EXISTING TREES TO
REMAIN
F-35 SIMULATOR BUILDING
NEW BASE SUPPLY COMPLEX
COMM
BUILDING
PER
IM
ETER
R
O A D
L2.1
TYP
REMOVABLE BOLLARDS
BD
BD
BD
BD
BD
BD
BD
BD
MECHANICAL
UNIT - SEE
MECHANICAL
BD
BD
BD
BD
BD
L2.0
Sim
EXISTING
NEW PAVING - SEE CIVIL
L2.0
REMOVABLE BOLLARD STORAGE SLEEVES
L2.0
Sim
L2.1
Sim
MECHANICAL
UNITS - SEE
MECHANICAL
CHILLED WATER PIPING -
PENETRATE CONCRETE SLAB A
MINIMUM OF 3' AWAY FROM
FACADE
ORNAMENTAL
FENCE GATE
ORNAMENTAL
FENCE GATE
PROVIDE HORIZONTAL CHAIN LINK FABRIC AND FENCE POSTS
AS REQUIRED TO COVER MECHANICAL YARD. COORDINATE
HEIGHT AND POST SPACING WITH CHILLER MANUFACTURER
LEGEND
NOT IN SCOPE -
REFER TO FAKZ999088
AND FAKZ162109
AREA TO RECEIVE GRASS
SEED/SOD - REFER TO
ALTERNATES
ASPHALT- SEE CIVIL
STAMPED CONCRETE BAND-
SEE CIVIL
BRICK PAVERS- SEE CIVIL
CONCRETE PAVING- SEE CIVIL
BOLLARDS - SEE L2.0BD
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
. 2
. 5
(D
) 3
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Job Number
Date
Drawn By
Checked By
A
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H
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L1.0
BASE BID
LANDSCAPE SITE
PLAN
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18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
1" = 20'-0"L1.0
1 BASE BID SITE PLAN
EXISTING BUILDING 1104
FAKZ999088
FAKZ162109
EXISTING TREES TO
REMAIN
F-35 SIMULATOR BUILDING
NEW BASE SUPPLY COMPLEX
COMM
BUILDING
PER
IM
ETER
R
O A D
L2.1
TYP
MECHANICAL
UNITS - SEE
MECHANICAL
CHILLED WATER PIPING -
PENETRATE CONCRETE SLAB A
MINIMUM OF 3' AWAY FROM
FACADE
REMOVABLE BOLLARDS
BD
BD
BD
BD
BD
BD
BD
BD
MECHANICAL
UNIT - SEE
MECHANICAL
BD
BD
BD
BD
BD
REMOVABLE BOLLARD STORAGE SLEEVES
L2.1
L2.1
Sim
L2.1
Sim
L2.0
Sim
L2.1
Sim
EXISTING
NEW PAVING - SEE CIVIL
L2.0
L2.0
Sim
L2.1
Sim
ORNAMENTAL
FENCE GATE
ORNAMENTAL
FENCE GATE
PROVIDE HORIZONTAL CHAIN LINK FABRIC AND FENCE POSTS
AS REQUIRED TO COVER MECHANICAL YARD. COORDINATE
HEIGHT AND POST SPACING WITH CHILLER MANUFACTURER
SAUCER MAGNOLIA - TYPICAL -
SEE PLANTING SCHEDULE
LEGEND
NOT IN SCOPE -
REFER TO FAKZ999088
AND FAKZ162109
AREA TO RECEIVE GRASS
SEED/SOD - REFER TO
ALTERNATES
CONCRETE PAVERS
ASPHALT- SEE CIVIL
CONCRETE PAVING- SEE CIVIL
CONCRETE EDGE BAND- SEE CIVIL
BOLLARDS - SEE L2.0BD
SPECIFIC NOTES
1 PROVIDE CAST STONE BENCH WITH WOOD BACKLESS
SEAT - SEE ENLARGED PLAN AND SECTION
2 BENCH - EQUAL TO PARALLEL 42 BY LANDSCAPE
FORMS - 67" LEFT OR RIGHT UNIT AS REQUIRED BY
LAYOUT
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
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(M ) 3
. 2
. 5
(D
) 3
. 7
. 5
Job Number
Date
Drawn By
Checked By
A
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H
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L1.1
LANDSCAPE SITE
PLAN - BID
OPTION
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18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
1" = 20'-0"L1.1
1 SITE PLAN - BID OPTION
REFER TO CIVIL
WIDTH VARIES
REFER TO CIVIL
VARIES
STAMPED CONCRETE BORDER CURB
S
EE
C
IV
IL
LIME-STABILIZED SUBGRADE
EXISTING SUBGRADE
ALTERNATE BASE BID
CONCRETE PAVER
BASE
EXPANSION JOINT
LIME-STABILIZED
SUBGRADE
EXISTING SUBGRADE
PAVERS (SEE SPECS)
SAND LEVELING BED
CONCRETE BORDER CURB
EXPANSION JOINT
CONCRETE PAVING
CONCRETE
24"24"
EQ EQ
1'-3"
'-1
'-0
0' -1
'-6
0'
-3
SOLID CONCRETE FILL. PROVIDE STEEL CAP. WELD ON TOP
6" DIAMETER STEEL POST SET IN CONCRETE
CONCRET
E
COMPACTED FILL
CONCRETE
SEE CIVIL
PLAN
SECTION
PAINT COLOR AS APPROVED BY ARCHITECT.
PLAN
SECTION
PAINT COLOR AS APPROVED BY ARCHITECT. PROVIDE ADDITIONAL
SLEEVES FOR BOLLARD STORAGE - SEE PLAN FOR LOCATION
EQ EQ
1'-6"
0' -1
4'
-0
0' -1
3' -0
0'
-3
PROVIDE STEEL CAP. WELD ON TOP
6" DIAMETER STEEL POST
SET IN CONCRETE
PAVING - SEE CIVIL
COMPACTED FILL
CONCRETE
REMOVABLE BOLLARD
STEEL PIPE SLEEVE
HINGE SLEEVE COVER - SEE SPECS
1. BOTANICAL AND COMMON NAMES SHALL CONFIRM WITH "HORTUS THIRD".
2. PLANTS SHALL BE ADJUSTED ON THE SITE TO AVOID CONFLICTS WITH UNDERGROUND UTILITIES, SURFACE
DRAINAGE WAYS, AND EXTERIOR LIGHTING STANDARDS. ADJUSTMENT SHALL BE APPROVED PRIOR TO
PLANTING
3. PINE BARK MULCH IN SHRUB BEDS, GROUND COVER BEDS, AND ON TREE PITS SHALL BE PINE BARK MULCH
(4") AND SHALL COVER THE AREA BETWEEN SHRUBS.
4. PLANT MIX FOR ALL PLANTINGS SHALL BE AS DETAILED IN SPECIFICATIONS.
5. PLANT MATERIALS SHALL BE NURSERY-GROWN, ROOT-PRUNED, STOCK CONFORMED TO ANSI Z.60.1
STANDARDS OF NURSERY STOCK.
6. INSPECTIONS AT PLACE OF GROWTH SHALL NOT IMPAIR THE RIGHT OF REJECTION AT SITE.
7. REMOVE ALL SOIL AND VEGETATION TO A DEPTH OF 9" IN AREAS TO RECEIVE SHRUBS OR GROUND COVERS
AND REPLACE WITH SOIL MIX.
8. DO NOT INJURE ROOT SYSTEM OF EXISTING TREES.
9. VERIFY EXACT NUMBER AND LOCATIONS OF ALL PLANTINGS WITH ARCHITECT.
10. SOD - PROVIDE AS SHOWN IN SPECIFICATIONS.
11. IF ANY EXISTING TO REMAIN PLANTINGS OR TREES ARE DISTURBED, DISTRESSED, OR DIE - CONTRACTOR TO
REPLACE BY MATCHING EXISTING PLANTS.
12. LANDSCAPER NOTE EXISTING SOIL CONDITIONS IN GEOTECHNICAL REPORT IN SPECIFICATIONS AND MAKE
SITE VISIT TO BECOME FAMILIAR WITH EXISTING SOIL CONDITIONS.
13. LANDSCAPER TO VERIFY EXISTING GRADES. CONSULT WITH ARCHITECT BEFORE INSTALLATION OF ANY TREES, SHRUBS, OR GROUND COVERS.
14. ON EXTERIOR LANDSCAPE WALLS PROVIDE A MINIMUM OF 2'-0" UNLESS NOTED OTHERWISE BELOW
FINISHED GRADE TO THE TOP OF CONCRETE FOOTINGS; WHERE NOT SHOWN ON STRUCTURAL. PRIOR TO PLACEMENT OF CONCRETE FOUNDATIONS, PROVIDE ARCHITECT AND OWNER WITH WRITTEN APPROVAL FROM THE OWNERS TESTING AGENT THAT THE SOIL MEETS THE REQUIREMENTS OF THE GEOTECHNICAL REPORT FOR APPLICABLE LOADING. UNLESS NOTED OTHERWISE, THE BEARING CAPACITY UNDER ALL LANDSCAPE
WALLS AND COLUMNS SHALL BE A MINIMUM 1,500 PSF.
LANDSCAPING NOTES:
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
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(M ) 3
. 2
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(D
) 3
. 7
. 5
Job Number
Date
Drawn By
Checked By
A
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H
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L2.0
LANDSCAPE
DETAILS
F-
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18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
1 1/2" = 1'-0"L2.0
TYPICAL CONCRETE WALK
WITH INTERIOR BRICK
1" = 1'-0"L2.0
4 BOLLARD DETAIL
1" = 1'-0"L2.0
5 REMOVABLE BOLLARD DETAIL
PLANTING SCHEDULE
QUANTITY UNITS COMMON NAME BOTANICAL NAME CALIPER HEIGHT SPREAD
ROOTBALL
(CONTAINER) SPACING COMMENTS
6 EA SAUCER MAGNOLIA MAGNOLIA XOULANGIANA 3" 12' - 14' 4' - 5' 24" STRONG CONTROL LEADER
EQUAL TO LANDSCAPE FORMS UNIVERSE
SYSTEM BACKLESS (25" AND 71" UNITS)
CASTSTONE BENCH EQUAL TO
SOCRATES BY LANDSCAPE FORMS
PAVERS - SEE SPECS
SAND LEVELING BED
CONCRETE PAVING
BASE - SEE CIVIL
LIME-STABILIZED SUBGRADE
INSTALL 6" OF TOPSOIL, LANDSCAPE
FABRIC, AND MULCH AT ALL PLANTER
BEDS - TYPCAL
L2.1
Sim
EQUAL TO LANDSCAPE FORMS
UNIVERSE SYSTEM BACKLESS
BENCH (25" OR 71")
EQUAL TO LANDSCAPE FORMS
SOCRATES 95" CAST STONE
BENCH IN BEIGE COLOR (5 TOTAL)
INSTALL 6" OF TOPSOIL, LANDSCAPE
FABRIC, AND MULCH AT ALL PLANTER
BEDS - TYPCAL
EQUAL TO ROCKCAST SL200
STAINLESS STEEL PINS
GROUT-FILLED 8" CMU
WEEP
TERMINATION BAR AND SEALANT
MORTAR NET
METAL DRIP EDGE
12" GROUT-FILLED CMU
CAST STONE
WEEP
TERMINATION BAR AND SEALANT
MORTAR NET
METAL DRIP EDGE
GROUT FILL
FINISH GRADE - SEE CIVIL
PEJ
CONCRETE PAVING -
SEE CIVIL
SEE STRUCTURAL
BRICK
C O
O
RD
IN
AT
E W
IT
H C
H
IL
ER
M
AN
U
FA
C
TU
R
ER
EPOXY COATING
EPOXY PAINT
4" CMU
EQUAL TO ROCKCAST CO100
STAINLESS STEEL THROUGH WALL FLASHING WITH
3/4" HEMMED DRIP EDGE (BOTH SIDES) , SET IN
FULL BED OF SEALANT
0' - 0 7/8" 0' - 0 7/8"
SLOPE
CHAIN LINK FENCE POST(S) AS REQUIRED TO
SUPPORT HORIZONTAL CHAIN LINK ENCLOSURE
OF MECHANICAL YARD
TOP POST AND FENCE FABRIC AS REQUIRED
0' - 1"0' - 1"
EQ EQ
WRAP BRICK AROUND JAMBS (TYPICAL)
GATES - PROVIDE DIAGONAL BRACING AS REQUIRED
HEAVY DUTY HINGES BY GATE MANUFACTURER
SLIDE BOLT BY GATE MANUFACTURER
CANE BOLT BY GATE MANUFACTURER
RECESSED STRIKE EMBEDDED IN CONCRETE (TYPICAL)
0' - 5" 0' - 5"
SEE PLAN
L2.1
Sim
5"x5"x3/8" STEEL TUBE, FILL
WITH CONCRETE
1/2" PEJ, ALL SIDES
PAVING - SEE CIVIL
SLOPE TOP OF CONCRETE AWAY
FROM STEEL TUBE
STONE CAP INSTALL SEALANT AT ALL WALL
CAP JOINTS
WRAP BRICK AROUND JAMBS
0' - 4" 0' - 4"
SEE STRUCTURAL WHERE FOOTINGS OCCUR AT
FULL HEIGHT COLUMNS
4" FENCE SLAT
4"X4"X1/4" GATE FRAMING
" M
IN
TURNBUCKLE
14 GA. WIRE
2X4 STAKE (GRAY)
SET BALL 1/3 HIGHER
THAN EXISTING GRADE
PINE BARK MULCH
PLANT MIX
EXISTING GRADE
PLANT PIT SHALL BE
6" WIDER THAN BALL
PLANT MIX
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
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(M ) 3
. 2
. 5
(D
) 3
. 7
. 5
Job Number
Date
Drawn By
Checked By
A
RC
H
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L2.1
LANDSCAPE SITE
PLAN DETAILS
F-
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7T
H F
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, A
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18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
1" = 1'-0"L2.1
RAISED PLANTER SECTION -
BID OPTION
1/4" = 1'-0"L2.1
ENLARGED RAISED PLANTER
PLAN
1" = 1'-0"L2.1
10 MECHANICAL SCREEN
1/2" = 1'-0"L2.1
DECORATIVE FENCE GATE
ELEVATION
1" = 1'-0"L2.1
9 DECORATIVE FENCE SECTION
1/16" = 1'-0"L2.1
TYPICAL TREE PLANTING
DETAIL1
A5.2
A5.3
1203 SF
SIM
356 SF
SERVER
182 SF
IOS
58 SF
COMM
68 SF
VEST
417 SF
B/DB
1203 SF
SIM
361 SF
SERVER
220 SF
IOS
61 SF
VEST
432 SF
B/DB
1203 SF
SIM
357 SF
SERVER
220 SF
IOS
78 SF
COMM
45 SF
VEST
798 SF
MASS B/DB
1202 SF
SIM
357 SF
SERVER
74 SF
COMM
40 SF
VEST
459 SF
B/DB
443 SF
HELMET
719 SF
REPAIRS
325 SF
PATCH PANEL
601 SF
OPEN OFFICE
(CLASSSIFIED)
156 SF
CARPET TILE
158 SF
SECURITY SUPPLY
ROOM
644 SF
MECH/ELEC
63 SF
SPRINKLER
151 286 SF
BREAK ROOM
151 SF
OFFICE
151 SF
OFFICE
60 SF
JAN
72 SF
MAN TRAP
110 SF
COMM
194 SF
WOMEN'S
283 SF
MEN'S
PR
IN
TE
RS
S U
PP
LI
ES
217 SF
IOS
639 SF
OPEN OFFICE
(UNCLASS)
TV
L O
C
KA
B
LE
LO
C
KE
R S
TV
S C H
ED
U
LE
M O
V
AB
LE
S
TC
W
AL
L
UPS UPS UPSUPS
82 SF
187TH COMM/
STRG
314 SF
CARPET TILE
273 SF
HALL
238 SF
ENTRY OVERHANG
112 SF
COMM
37 SF
A/V
A6.1
A5.2
A5.3
A9.2
A9.2
A5.3
Sim
A5.3
A5.3
A5.2
A5.4
A5.4
Sim
A5.3
Sim
A5.3
Sim
A5.3
106a
5 6
64 SF
ENTRY
831 SF
HALL
72 SF
HALL
101 SF
HALL
160 SF
HALL
112 SF
HALL
109 SF
HALL
40 SF
VEST
106b
120 121
130 124
133 127
128a
129134
135a
128c135c140c147c
128b135b
146 141
140a
139145
147a
143148B
148A 150
140b147b
151 152 108
A5.5
A7.1
A5.1
A5.1
A5.1
1 7 1
DS DS DS
DS
DS
DSDSDSDSDSDSDS
DS
DS
DS
DS
5' - 6"
OP.OP.OP.
OP.
A6.3
CHILLER - SEE
MECHANCIAL
CHILLER - SEE
MECHANCIAL
DS DS
DS
DS
DS
A5.5
Sim ___________ 3
A5.5
Sim
A2.9
A2.9
A2.9
A2.9
A2.9
A3.6
FLOOR PLAN LEGEND
NOTE: SEE A9.2 FOR EXTENTS OF ACCESS FLOORING
INTERIOR SAPF PERIMETER MEETING ICD 705, STC-50
SAPCA PERIMETER MEETING ICD 705, STC-50
EXTERIOR SAPF PERIMETER MEETING ICD 705, STC-50
SPECIFIC NOTE LEGEND
1 ACCESS LADDER - COORDINATE LOCATION WITH ALL
MECHANICAL, ELECTRICAL, AND PLUMBING FIXTURES
DOWNSPOUTDS
DOOR TAG
SECTION/DETAIL TAG
X
AX.X
CURTAIN WALL/STOREFRONT TAG
202A
1i
Sheet Number
Sheet Title
Project Title
M on tg om er y
D ot ha n
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(D
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A2.1
FIRST FLOOR PLAN
F-
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18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
1/8" = 1'-0"A2.1
1 FIRST FLOOR PLAN
ALL FURNITURE SHOWN ON PLAN IS NOT INCLUDED IN CONTRACT AND IS PROVIDED FOR GENERAL INFORMATION ONLY. ALL FURNITURE SHADED IN GRAY IS FURNITURE PROVIDED/INSTALLED BY LOCKHEED MARTIN AS PART OF THE FMS INSTALLATION.
1 5
5 7
BB
DD
EE
FF
AA
C C
2 6 9 1511
GG
0' - 11 1/4"22' - 11 1/2"22' - 11 1/2"22' - 11 1/2"22' - 11 1/2"23' - 3 3/4"23' - 3 3/4"22' - 7"22' - 7" 0' - 11 1/4"
2' - 6" 2' - 6"
2' - 6" 2' - 6"
3' - 1" 4' - 4"
FROM CL OF ROOM
5' - 7"
FOR CL OF ROOM'
5' - 7"
7' - 1 3/4"
1' - 11 3/4"
8' - 3 1/4" 7' - 11 1/2"
4' - 4 1/2"
8' - 3 1/4" 8' - 3 1/4"4' - 9"7' - 7 1/4"
CLEAR INTERIOR
15' - 0"
CLEAR INTERIOR
15' - 0"
1 1
6' - 10"
3' - 8" 3' - 8"
" 9
CLEAR INTERIOR
15' - 0"
CLEAR INTERIOR
15' - 0"
7' - 4"
14' - 5 1/4" 15' - 11 3/4"
1 2
6' - 10"
3' - 8" 3' - 8"
"9
CLEAR INTERIOR
15' - 0"
CLEAR INTERIOR
15' - 0"
3' - 8" 3' - 8"
6' - 10"
" 9
FROM CL OF ROOM
5' - 7"
15' - 3" 15' - 2"
2' - 6" 2' - 6"
/4
/4
/4
8' - 3 1/4"
1' - 7 1/4"
7' - 8 3/4"
/4
2' - 9 3/4"
8' - 10 3/4" 6' - 3 1/2" 4' - 11 3/4"
4' - 3 1/2"
6' - 10"
3' - 8" 3' - 8"
"9
CLEAR INTERIOR
15' - 0 3/4"
CLEAR INTERIOR
15' - 0"
FROM CL OF ROOM
5' - 7"
/2
7' - 2" 4' - 10"5' - 10 1/2"
4' - 2"
/4
/2
/2
/4
/4
/4
/4
/4
12' - 10 3/4"
/4
3' - 0"
2' - 6" 2' - 6"
14' - 7 3/4"
0' - 11 1/4"8' - 6 3/4"22' - 11 1/2"22' - 11 1/2"22' - 11 1/2"23' - 3 3/4"12' - 10 3/4"10' - 5"13' - 4 1/4"9' - 2 3/4"18' - 3"2' - 8"1' - 8"
5' - 11 1/2"10' - 7 3/4"4' - 1"4' - 8 1/2"
2' - 6"6' - 10 1/4" 0' - 8 1/4"0' - 7 1/4"
13' - 8 1/4" 1' - 3 3/4"
/4
/4
/4
/4
/4
/2
/4
/4
/4
/4
/4
/2
/4
/2
2' - 1 1/4"
0' - 4 3/4"
2' - 6" 7' - 6 1/4"3' - 10 3/4" 0' - 5 1/2" 0' - 8 1/4"3' - 4 3/4"
/2
4' - 1 3/4"
5' - 8 1/4"
2' - 6"
0' - 3 1/4"
5' - 9 3/4"
/4
1' - 2 3/4"
5' - 0 1/2" 6' - 1 1/4" 8' - 7 1/2"
2' - 0 1/4"
/4
/4
2' - 6"
7' - 10 3/4" 3' - 11 3/4"
3' - 2"
3' - 6"3' - 0"
0' - 7 3/4"
10' - 1"
/2
0' - 3 1/4"
/4
7' - 6"7' - 6"7' - 6" 7' - 6"7' - 6"7' - 6"7' - 6"7' - 6"
CENTER OF FMS DOME
CENTER OF FMS DOME
CENTER OF FMS DOME
CENTER OF FMS DOME
/4
2' - 10 3/4"
7' - 10"
/2
/4
AS REQUIRED BY MANUFACTURER
/4
0' - 9 1/4"
/2
4' - 10 1/2"
/2
/2
/2
2' - 0 1/4"
2' - 4 3/4"AS REQUIRED BY MANUFACTURER
13' - 1"
SPECIFIC NOTES:
1 SUPPLY AIR ROUGH IN LOCATION FOR FMS - SEE MECHANICAL
2 RETURN AIR ROUGH IN LOCATION FOR FMS - SEE MECHANICAL
3 SIGNAL TRENCH LOCATION - SEE STRUCTURAL
4 POWER TRENCH LOCATION - SEE STRUCTURAL
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
. 2
. 5
(D
) 3
. 7
. 5
Job Number
Date
Drawn By
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H
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A2.1D
DIMENSION PLAN
F-
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7T
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, A
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18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
1/8" = 1'-0"A2.1D
1 DIMENSION PLAN
GENERAL NOTES:
1. WALL DIMENSIONS ARE TAKEN FROM CENTER LINE OF EXTERIOR AND INTERIOR WALLS
A2.3
A2.3
A2.3
A8.2
1. PROVIDE 36" x 6'-8" CASED OPENING IN WALL
2. PROVIDE STC RATED DOOR ASSEMBLY - SEE DOOR SCHEDULE
3. HOLD PLYWOOD DECK +/- 6" OFF SPPF WALL - REFER TO 2/A2.3
2.
2.
4. INSPECTION PLATFORM ACCESSED BY SECURITY PERSONNEL VIA LADDER IN THIS LOCATION
4.
4.4.
16' - 0"
OPEN TO
BELOW
17' - 8 3/4"
17' - 8 3/4"
17' - 8 3/4"
17' - 8 3/4"
FROM EDGE OF MEZZ.
6' - 0"
M102
M101
3 3
17' - 8 3/4"
4 4
HOIST BEAM ABOVE - SEE STRUCTURAL
11' - 3 1/2"
A2.3
A2.3
A2.3
Sim
A2.3
Sim
5. FIXED LADDER FOR MEZZANINE ACCESS - SEE DETAIL 6/A2.3
6. FIXED LADDER FOR ROOF ACCESS - SEE DETAIL 7/A2.7
7. RAISE SHEETROCK WALL TO 23'-6" IN THIS AREA
ATU 1A
ATU 1B & BF-1 STACKED
BF-2BF-3
ATU 3A
ATU 3B
ATU 2AATU 2B
ATU 4B
ATU 4A
16' - 0"
7 7
A2.37
MEZZANINE LEGEND
PREFABRICATED CATWALK SYSTEM
FIRE RESISTANT 3/4" T & G PLYWOOD DECK
CONCRETE MEZZANINE - SEE STRUCTURAL
INDICATES SAPF PERIMETER WALLS
INDICATES SAPCA WALLS
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
. 2
. 5
(D
) 3
. 7
. 5
Job Number
Date
Drawn By
Checked By
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H
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A2.2
MEZZANINE PLAN
F-
S im ul at or F ac ili ty
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, A
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18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
1/8" = 1'-0"A2.2
1 MEZZANINE PLAN
3/4" T.&G. PLYWOOD
BATT INSULATION -
COMPLETELY FILL WALL CAVITY
SAPCA PERIMETER WALL
SEAL ALL PENETRATIOSN IN
SECURE WALLS IN
ACCORDANCE WITH ICD 705
REQUIREMENTS.
12"x1 5/8" 12 GAUGE
COLD FORMED METAL
STUDS AT 12" O.C.
3 5/8" METAL STUD AND
GWB - DESIGN TO RESIST
50 LBS PER LINEAR FOOT
DISTRIBUTED LOAD AND
200 LBS CONCENTRATED
LOAD PER SECTION
1607.8 OF IBC 2015
DOOR -M102 - SEE DOOR SCHEDULE
LADDER EXTENSION ( LATCH SIDE ONLY)
24' - 2"
PREFABRICATED LADDER - SEE SPECS
TO CL
7" MIN
UNISTRUT MIDRAIL
UNISTRUT HANDRAIL
PREFABRICATED CATWALK SYSTEM VERTICAL RAILS
PREFABRICATED CATWALK SYSTEM TOP RAIL
FRAMING AS REQUIRED TO SUSPEND CATWALK SYSTEM
PRAFABIRCATED METAL STUD TRUSSES - SEE STRUCTURAL
GYPSUM WALLBOARD
METAL STUD FRAMING
GYPSUM WALLBOARD
3' - 0"
" M
A X
" M
A X
" M
IN
" M
A X
" M
IN
" M
IN
BRACE TO STRUCTURE ABOVE AS REQUIRED
ABOVE
COORD. LOCATION
WITH STRUCTURE
3 5/8" METAL STUD -
DESIGN TO RESIST 50 LBS
PER LINEAR FOOT
DISTRIBUTED LOAD AND
200 LBS CONCENTRATED
LOAD PER SECTION 1607.8
OF IBC 2015.
STEEL BEAM - SEE
STRUCTURAL (PAINT)
3/4" FIRE RESISTANT
T&G. PLYWOOD
12"x1 5/8" 12 GAUGE
COLD FORMED METAL
STUDS AT 12" O.C.
SEAL ALL PENETRATIONS IN
SECURE WALLS IN
ACCORDANCE WITH ICD 705
REQUIREMENTS
SAPF
PERIMETER
WALL
3 1/2" MINIMUM BATT
INSULATION
14' - 3 1/4"
0' - 6"
2' - 6"
SAPCA PERIMETER WALL
" M
A X
" M
A X
RIGID CORNER BEAD
BATT INSULATION -
FILL WALL CAVITY
COMPLETELY
GYPSUM WALLBOARD
METAL STUD FRAMING
METAL STUD FRAMING
LIGHT FIXTURE - SEE
ELECTRICAL
GYPSUM WALLBOARD
METAL STUD FRAMING
GYPSUM WALLBOARD
BATT INSULATION - FILL
WALL CAVITY COMPLETELY
DUCTWORK CONCEALED
IN BULKHEAD - SEE
MECHANICAL
GYPSUM WALLBOARD
GYPSUM WALLBOARD
(PAINT WITH PT-5)
SEAL ALL PENETRATIONS
IN SECURE WALL IN
ACCORDANCE WITH ICD
705 REQUIREMENTS
GYPSUM WALLBOARD
(PAINT WITH PT-5)
GYPSUM WALLBOARD
(PAINT WITH PT-3)
19' - 6" TYPICAL. RAISE TO 23'-6" WHERE NEEDED ON PLAN.
WALL TYPE A6 - EXTEND TO
ROOF DECK ABOVE
CEILING - SEE REFLECTED CEILING
PLAN
PREFABRICATED METAL STUD TRUSSES - SEE
STRUCTURAL
UNISTRUT CATWALK SYSTEM TOP RAIL
FRAMING AS REQUIRED TO SUSPEND
CATWALK BETWEEN TRUSSES
UNISTRUT CATWALK SYSTEM VERTICAL SUPPORT
UNISTRUT HANDRAIL
BRACE TO STRUCTURE ABOVE AS REQUIRED
" M
A X
" M
A X
" M
IN
3' - 0"
UNISTRUT MIDRAIL
METAL GRATING
TOE KICK - 4" TALL MIN.
UNISTRUT CATWALK SYSTEM BOTTOM RAIL
STRUCTURE ABOVE
COORD. EXACT
LOCATION W/
VARIES
VARIES
SEE MEZZANINE PLAN
SEE STRUCTURAL
SAPCA PERIMETER WALL
PROVIDE ADDITIONAL METAL STUD FRAMING AT
STRUCTURAL FRAMING EMBEDDED IN SECURE WALLS.
TWO LAYERS OF SHEETROCK MUST BE CONTINUOUS
FROM CONCRETE FLOOR TO METAL ROOF DECK. FILL
STUD FRAMING FULL OF INSULATION
STEEL BEAM - SEE STRUCTURAL
C
LE
A R
" M
AX
" M
IN
C
LE
A R
" M
AX
1-1/2" STEEL PIPE RAIL
1-1/2"" STEEL PIPE UPRIGHT @ 36" O.C.
EDGE ANGLE - SEE STRUCTURAL
STEEL PLATE (6"X6") - WELD TO EDGE ANGLE
AND TOP FLANGE OF BEAM AT FASCIA FLANGES
STEEL HANDRAIL FASCIA FLANGE - WELD TO PLATE
JOIST SEAT - SEE STRUCTURAL
BEAM - SEE STRUCTURAL
2" x 4" RAILS SPACED TO ALLOW
24" CLEAR BETWEEN RAILS
1" ROUND STEEL RUNGS -
CORRUGATED, KNURLED, OR
CRIMPED - EQUAL SPACING NOT
TO EXCEED 12" O.C. (NOT LESS
THAN 10" O.C.)
LADDER BRACKET - FASTEN AS
REQUIRED TO STRUCTURE
TOP RUNG LEVEL WITH LANDING
EXPANSION BOLT TO FLOOR AND
MEZZANINE AS REQUIRED
" M
IN
2' - 0"
BRACE AS REQUIRED
A2.3 ___________ 36" 36"
HASP FOR PAD LOCK
FLUSH BOLT - PROVIDE STEEL PLATE
FOR MOUNTING BOLT TO GATE
STEEL PLATE - WELD TO EDGE ANGLE AND
BEAM FLANGE AT EACH FASCIA PLATE
FASCIA FLANGE
STEEL PLATE AND FLUSH BOLT
RECEIVER - WELD TO EDGE ANGLE
STEEL PIPE RAILING
EDGE ANGLE - SEE STRUCTURAL
CONTINUOUS HINGE
BEAM - SEE STRUCTURAL
CENTER GATE ON HOIST BEAM ABOVE
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
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(M ) 3
. 2
. 5
(D
) 3
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Job Number
Date
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A2.3
MEZZANINE
DETAILS
F-
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18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
1" = 1'-0"A2.3
1 INSPECTION PLATFORM DETAIL
1" = 1'-0"A2.3
HALLWAY INSPECTION
PLATFORM
1" = 1'-0"A2.3
3 TYPICAL CATWALK DETAIL
1 1/2" = 1'-0"A2.3 4 Section 54
1" = 1'-0"A2.3
5 MEZZANINE RAILING DETAIL
3/4" = 1'-0"A2.3
6 ACCESS LADDER DETAIL
1/2" = 1'-0"A2.3
ELEVATION OF RAILING AT
GATE
4" / 1'-0"
4"
1' -0
4" / 1'-0"
4"
1' -0
4"
1' -0
4" / 1'-0"4" / 1'-0"
1/ 2"
1'
-0
1/2" / 1'-0" 1/2" / 1'-0"
A2.7
A2.6
A2.6
A2.7
A2.7
Sim
A2.6
Sim
A2.6
Sim
A2.7
Sim
A2.6
Sim
A2.6
Sim
A2.6
Sim
A2.6
Sim
A2.7
Sim
A2.7
Sim
A2.7
A2.6
Sim
A2.6 ___________ 4
A2.6
A2.5 1 Sim
1 M MIN
EQ
1 M MIN
EQ
1 M MIN
EQ
GPS GPS GPS GPS
VTR
A5.3
Sim
A5.3
A5.3
A5.3
Sim
A5.3
Sim
A5.5
Sim
A5.2
A5.4
Sim
A5.4
Sim
A5.1
Sim
A5.3
Sim
A5.3
A5.3
A5.3
Sim
A5.2
A5.1
A5.2
A5.1
Sim
DS DS DS DS DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS DS DS DS DS DS
DS
1. ROUTE DOWNSPOUT ALONG LOW ROOF AND DISCHARGE TO
UNDERGROUND STORM SYSTEM AT SOUTH SIDE OF LOW ROOF.
SPECIFIC NOTES:
1. LOCATE ALL PENETRATIONS THROUGH METAL
ROOF PANELS AT MIDPOINT IN ROOF PANEL.
GENERAL NOTES:
1.
ROOF PLAN LEGEND
STANDING SEAM METAL ROOF
MEMBRANE ROOF
BUILDING OUTLINE
GPS ANTENNA SUPPORT - SEE ELECTRICAL AND DETAIL
VENT THROUGH ROOF - SEE PLUMBING AND DETAILVTR
GPS /5 A2.5
/4 A2.5
DS
DOWNSPOUT
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
. 2
. 5
(D
) 3
. 7
. 5
Job Number
Date
Drawn By
Checked By
A
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H
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A2.4
ROOF PLAN
F-
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7T
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, A
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18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
1/8" = 1'-0"A2.4 1 Roof Level
NEW CLAMPING RING & SEALANT
TPO COATED METAL
PLUMBING BOOT
HEAT WELD NEW TPO MEMBRANES
IN THESE LOCATIONS
TPO MEMBRANE
COVER BOARD
VENT - SEE PLUMBING
NEW TPO
TERMINATION
C O
O R
. W
IT
H T
PO
M
AN
U
FA
C
TU
R
ER
" M
IN
RIGID INSULATION
METAL DECK2
A5.2
1/ 2"
1'
-0
1/2" / 1'-0"
MEMBRANE ROOF
DS
DS
SLOPE GUTTER ALONG TOP OF LOW ROOF.
TURN GUTTER DOWN ON SOUTH SIDE OF
LOW ROOF - CONNECT DOWNSPOUT TO
UNDERGROUND STORM DRAINAGE SYSTEM.
SILICONE SEALANT AROUND CUT OF BOOT
EPDM RUBBER PIPE FLASHING
BUTYL TAPE BENEATH BASE AND
POLYURETHANE FILLET
METAL ROOF PANEL
SELF ADHERED ROOF UNDERLAYMENT
RIGID INSULATION
METAL ROOF DECK
VENT - SEE PLUMBING
INSTALL PER MANUFACTURER'S
REQUIREMENTS AND WARRANTY
REQUIREMENTS FOR ROOF SYSTEM
SILICONE SEALANT AROUND CUT OF BOOT
EPDM RUBBER PIPE FLASHING
BUTYL TAPE BENEATH BASE AND
POLYURETHANE FILLET
METAL ROOF PANEL
SELF ADHERED ROOF UNDERLAYMENT
RIGID INSULATION
METAL ROOF DECK
2" O.D. HOT-DIPPED GALVANIZED STEEL PIPE -
PAINT TO MATCH ROOF
INSTALL PER MANUFACTURER'S
REQUIREMENTS AND WARRANTY
REQUIREMENTS FOR ROOF SYSTEM
6"X6"X1/4" HOT DIPPED
GALVANIZED STEEL PLATE
WELDED TO ROOF DECK
AND PIPE. DRILL HOLE AS
REQUIRED FOR CABLE
PASS-THROUGH
HOT-DIPPED GALVANIZED STEEL PIPE CAP
(TYPICAL)- PAINT TO MATCH ROOF. OMIT WHERE
ELBOW IS PROVIDED
HOT-DIPPED GALVANIZED STEEL 180 DEGREE
ELBOW (REQUIRED AT ONE GPS PIPE )- PAINT TO
MATCH ROOF
WATERPROOF CABLE GROMET - SIZE AS REQUIRED
A S R
EQ
U
IR
ED
T
O M
O U N T
G
PS
A B O
V E
R
ID
G E
O F
R O
O F
SEAL CABLE PENETRATION
INSTALL PIPE IN CENTER OF PANEL TO
ALLOW BASE OF RUBBER ROOF BOOT
TO LAY FLAT ON PANEL
NOT TO
SCALE
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
. 2
. 5
(D
) 3
. 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
A2.5
ROOF DETAILS
F-
S im ul at or F ac ili ty
7T
H F
W , D
A N
N E
LL
Y
FI
E
LD
, M
O N
TG
O
M E
RY
, A
L
18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
1 1/2" = 1'-0"A2.5
PLUMBING VENT DETAIL
THROUGH MEMBRANE ROOF
1/8" = 1'-0"A2.5
1 LOW ROOF PLAN
1 1/2" = 1'-0"A2.5
PLUMBING ROOF VENT
THROUGH STANDING SEAM
ROOF
1 1/2" = 1'-0"A2.5
GPS ANTENNA SUPPORT
DETAIL
1 1/2" = 1'-0"A2.5
TYPICAL STANDING SEAM
ROOF PENETRATION
TRI-BEAD TAPE SEALER
DECK SCREW PER
MANUFACTURER REQ.
SELF-DRILLER W/ WASHER
@4" O.C. (MAX)
HIP FLASHING
PROVIDE WATERPROOF END
COMPONENT (TYP)
SELF ADHERED
ROOF
UNDERLAYMENT
BEARING PLATE
ZEE CLOSURE
URETHANE SEALANT
INSULATION
METAL ROOF
DECK
STANDING
SEAM METAL
ROOF PLANEL
ROOF CLIP AND
BEARING PLATE
PREFABRICATED METAL STUD
TRUSSES - SEE STRUCTURAL
INSTALL ALL ACCESSORIES AND COMPONENTS AS REQUIRED
BY MANUFACTURER TO ACHIEVE ALL SPECIFIED WARRANTIES
VALLEY TRIM
URETHANE SEALANT
(BETWEEN PANEL RIBS)
SPECIAL LOW
EAVE PLATE
PANCAKE HEAD
SELF-DRILLER
SUPPORT
PLATE
METAL ROOF
DECK
RIGID
INSULATION
TRIPLE BEAD TAPE SEALER
METAL ROOF PANEL
SELF ADHERED
ROOF
UNDERLAYMENT
INSTALL ALL ACCESSORIES AND COMPONENTS AS REQUIRED
BY MANUFACTURER TO ACHIEVE ALL SPECIFIED WARRANTIES
AS REQUIRED BY MANUFACTURER
TOS
20' - 9 1/2"
D
STANDING SEAM METAL ROOF
SELF ADHERED ROOF UNDERLAYMENT
RIGID INSULATION
ROOF DECK- SEE STRUCTURAL
METAL FLASHING ( SEAM INTO STANDING SEAM JOINT ASSEMBLY)
METAL COUNTER FLASHING
SEALANT
ROOF CLIP
JACK TRUSS - SEE STRUCTURAL
A2.7 2 Sim
GUTTER - SEE SPECS
PREFINISHED SHEET METAL FASCIA
BACKER ROD W/ SEALANT
PREFABRICATED METAL STUD TRUSSES - SEE STRUCT.
SPRAY FOAM IN WALL CAVITY
CUT SHEATHING AND SHEETROCK TO FIT ROOF DECK PROFILE. INSTALL
ACOUSTIC SEALANT BETWEEN ROOF DECK AND SHEATHING/GYPSUM.
FILL VOID ABOVE STUD TRACK WITH SPRAY FOAM INSULATION.
METAL CLOSURE TRIM
METAL SOFFIT PANELS
STEEL BEAM WITH PLATE - SEE STRUCTURAL
STANDARD BRICK
D
STANDING SEAM METAL ROOF
RIGID INSULATION
ROOF DECK- SEE STRUCTURAL
SELF ADHERED ROOF UNDERLAYMENT
RIGID INSULATION
ROOF DECK- SEE STRUCTURAL
GUTTER - SEE SPECS
PREFINISHED SHEET METAL FASCIA
PREFABRICATED METAL STUD TRUSSES - SEE
STRUCTURAL
SHEATHING
STANDING SEAM METAL ROOF
SELF ADHERED ROOF UNDERLAYMENT
METAL SOFFIT PANELS
AIR BARRIER
PREFABRICATED METAL STUD TRUSSES - SEE
STRUCTURAL
BACKER ROD W/ SEALANT
METAL CLOSURE TRIM
A2.7 2 Sim
SHEET METAL PANELS WITH FLAT SEAM JOINTS
LAP AIR BARRIER OVER SELF-ADHERED ROOF UNDERLAYMENT
CONTINUOUS CLEAT
SHEET METAL COUNTERFLASHING WITH LOCK CLEAT
SHEET METAL FLASHING - SEAM INTO ROOF PANEL
SHEATHING
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
. 2
. 5
(D
) 3
. 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
A2.6
ROOF DETAILS
F-
S im ul at or F ac ili ty
7T
H F
W , D
A N
N E
LL
Y
FI
E
LD
, M
O N
TG
O
M E
RY
, A
L
18049
1 NOVEMBER 2020
JLJ/NF/NJ
DCD
3" = 1'-0"A2.6 1 Section 49
3" = 1'-0"A2.6 2 Section 48
1 1/2" = 1'-0"A2.6 3 Detail 1
1 1/2" = 1'-0"A2.6 4 Detail 2
PREFABRICATED METAL STUD
TRUSSES - SEE STRUCTURAL
COVER BOARD
RIGID INSULATION
ROOF DECK- SEE STRUCTURAL
TPO ROOFING MEMBRANE
STEEL ANGLE - SEE STRUCTURAL
P.T. WOOD BLOCKING AS REQUIRED
ES-1 RATED EDGE METAL
BACKER ROD W/ SEALANT
COMPOSITE METAL WALL PANELS
CONTINUOUS INSULATION CHANNEL
RIGID INSULATION
AIR BARRIER
SHEATHING
METAL STUD FRAMING
SPRAY FOAM INSULATION
GUTTER - SEE SPECS
AIR BARRIER
ROOF DECK- SEE STRUCTURAL
RIGID INSULATION
SELF ADHERED ROOF UNDERLAYMENT
STANDING SEAM METAL ROOF
SHEET METAL CLEAT - WRAP
UNDERLAYMENT OVER ALL FASTENERS (TYP)
PREFINISHED FLASHING W/ DRIP
GUTTER STRAP
SEALANT
SELF ADHERED UNDERLAYMENT
AIR BARRIER
SHEET METAL CLEAT - WRAP AIR BARRIER
OVER ALL FASTENERS (TYP)
SPRAY FOAM INSULATION
SHEET METAL CLEAT - WRAP AIR BARRIER
OVER ALL FASTENERS (TYP)
SHEATHING
/2
STEEL EDGE PLATE - SEE STRUCTURAL
F
PREFABRICATED METAL STUD TRUSSES - SEE
STRUCTURAL
SPRAY FOAM INSULATION
SHEATHING
METAL SOFFIT PANELS
METAL CLOSURE TRIM
BACKER ROD W/ SEALANT
METAL CLOSURE TRIM
METAL WALL PANELS
CONTINUOUS INSULATION CHANNEL
RIGID INSULATION
TERMINATION BAR & SEALANT - SEE FLASHING DETAIL
METAL CLOSURE TRIM
BACKER ROD W/ SEALANT - PROVIDE TUBE WEEPS @
32" O.C.
METAL COUNTERFLASHING
TERMINATION BAR & SEALANT - SEE FLASHING DETAIL
METAL FLASHING
GYPSUM WALLBOARD
COVER BOARD
TPO BASE FLASHING WELDED TO ROOF MEMBRANE
TPO…
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