BRKR162322 Type B3 Drawings Signed.pdf
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- Solicitation number
- W50S6M-20-B-0001
About this file
This federal contract opportunity solicitation seeks services to repair the fire suppression systems in Buildings 135 and 138 at Birmingham, Alabama. The project scope includes replacing the existing Aqueous Film Forming Foam system with a High Expansion Foam system, resolving life safety and code deficiencies, upgrading the water supply system, and replacing all necessary valves, pumps and control systems to ensure a fully functional fire suppression system. The contractor will also dispose of AFFF products and equipment in accordance with applicable codes and laws while performing the work in accordance with the plans and specifications dated January 20, 2020. The solicitation is issued by the Department of the Army Alabama Army National Guard.
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Sheet Number
Sheet Title
Project Title
Se ay
, S ea y
Li tc hf ie ld A rc hi te ct s
Architects & Interior Designers Montgomery | Dothan
(M) 334. 263. 5162
(D) 334. 791. 5248 www.sslarch.com
Job Number
Date
Drawn By
Checked By
Revised
Architects & Interior Designers 1115 South Court Street Montgomery, AL 36104
334. 263. 5162 www.sslarch.com
T1.0
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BRKR162322/SSL17069
7 SEPTEMBER 2018
DCD
F. BRADLEY/DCDDRAWING INDEX
SHEET NO. SHEET NAME
07 ELECTRICAL
E-001 LEGEND AND NOTES
E-002 LIGHTING SCHEDULE AND DETAILS
E-003 RISER, PANEL SCHEDULES
E-100 NEW WORK HANGAR 135 POWER PLAN
E-101 NEW WORK HANGAR 135 LIGHTING PLAN
08 FIRE ALARM SITE
FAS-1 NEW WORK FIRE ALARM SITE PLAN
09 FIRE ALARM
FA-001 FIRE ALARM LEGEND AND GENERAL NOTES BUILDING 135
FA-002 FIRE ALARM DETAILS BUILDING 135
FA-003 FIRE ALARM DETAILS BUILDING 135
FA-004 FIRE ALARM/MASS NOTIFICATION MATRIX BUILDING 135
FA-005 FIRE ALARM/MASS NOTIFICATION RISER BUILDING 135
FA-100 FIRE ALARM DEMOLTION PLAN BUILDING 135
FA-200 NEW WORK FIRE ALARM MASS NOTIFICATION BUILDING 135
DRAWING INDEX
SHEET NO. SHEET NAME
04 STRUCTURAL
S0.1 GENERAL NOTE AND TYPICAL DETAILS
05 FIRE PROTECTION
FP001 FIRE PROTECTION LEGENDS AND ABBREVIATIONS
FP101 FIRE PROTECTION PLAN - OVERALL DEMO
FP110 FIRE PROTECTION PLAN - OVERALL NEW WORK
FP111 FIRE PROTECTION PLAN - OPTICAL DETECTION
FP401 PARTIAL FIRE PROTECTION PLAN - AFFF EQUIP AREA
FP402 FIRE PROTECTION RISER PLAN
FP501 FIRE PROTECTION DETAILS
FP601 FIRE SUPPRESSION SCHEDULE
FP701 FIRE SUPPRESSION CONTROLS-1
FP702 FIRE SUPPRESSION CONTROLS-2
06 MECHANICAL
M110 MECHANICAL PLAN - NEW WORK
DRAWING INDEX
SHEET NO. SHEET NAME
00 TITLE
T1.0 TITLE SHEET & DRAWING INDEX
01 LIFE SAFETY
LS-1 LIFE SAFETY PLAN - BUILDING 135
LS-2 LIFE SAFETY CODE CALCULATIONS/NOTES
LS-3 LIFE SAFETY CALCULATIONS/NOTES
02 CIVIL
C1.0 SITE DEMOLITION PLAN
C2.0 SITE PLAN
C3.0 SITE DETAILS
03 ARCHITECTURAL
A2.1 GROUND FLOOR PLAN & FINISH SCHEDULE
A2.2 DOOR SCHEDULE & DETAILS
A2.3 DETAILS
A2.4 DETAILS
Approvals:
Title: Signature: Date:
Base Commander
Base Civil Engineer
Base Project Engineer
Bio Environmental Eng.
Safety
Security Police
Base Communications
Fire Chief
Repair Fire Suppression, Fuel Cell Building 135
TYPE B-3 (100%)SUBMITTAL
BRKR162322
Birmingham IAP (ANG), AL
Architect:
Design Team:
Option #3
Schedule of Bid Options:
NA
Option #2 NA
Option #1 NA
Option #4 NA
Option #5 NA
Plumbing, Mechanical, & Fire Protection:
Consulting Engineers:
Electrical:
Structural:
508 SF
PAINT BOOTH
F102
374 SF
SANDBLASTING
F102A
1122 SF
CORROSION
CONTROL
F103
395 SF
BLADDER
MAINTENANCE
F104
16995 SF
FUEL CELL
DOCK
F101
208 SF
MEN
F105
56 SF
WOMEN
F106
259 SF
ADMIN
F107
473 SF
TOOL STORAGE
F108
26 SF
JANITOR
F109
172 SF
ELECTRICAL
F110
670 SF
FIRE SPRINKLER
EQUIPMENT
ROOM
F111
EXISTING WALLS REQUIRED TO BE RATED
PER UFC 4-211-01SECTION 3-6.7
F120
F119
F118 F116
F113
F114
F110
F111
F112
F108
F106
F103
F131
F130
F134
F101 F127
F121
F115
F109
F133
F136
F135
F137
275 SF
VESTIBULE
F112
NEW VESTIBULE TO ADDRESS
EGRESS FROM ROOMS F105,
F106, & F107 PER UFC
04-211-01 SECTION 3-3.1.9
NEW DOOR TO PROVIDE EXIT REQUIRED
BY UFC 4-211-013-3.1.9
EXISTING GATE TO REMAIN AND BE MODIFIED
AND PROVIDED WITH NEW EXIT DEVICE
NEW WALL AND DOOR TO PROVIDE
SEPARATION AROUND FIRE SUPPRESSION
ROOM PER UFC 4-211-01 SECTION 3-6.7
F138
F140
F139
1 HOUR RATED CEILING SYSTEM ON UNDERSIDE
OF EXISTING MECHANICAL PLATFORM PER UFC
4-211-01 SECTION 3-6.7
F141
F143
F142
HANDICAP ACCESSIBLE EXIT LOCATION
EXIT TRAVEL PATH
EMERGENCY EXIT SIGNAGE
SYMBOLS LEGEND
GROUP B - BUSINESS OCCUPANCY PER IBC CHAPTER 3
LOW HAZARD PER CLASSIFICATION PER NFPA 101
GROUP S-1 - STORAGE PER IBC CHAPTER 3
ORDINARY HAZARD CLASSIFICATION PER NFPA 101
NEW 1 HOUR RATED WALL CONSTRUCTION
UL U905
GROUP S-1 - STORAGE PER IBC CHAPTER 3
HIGH HAZARD CLASSIFICATION PER NFPA 101
CLASS I, DIVISION 2 PER NFPA 70
GROUP S-1 - STORAGE PER IBC CHAPTER 3
ORDINARY HAZARD CLASSIFICATION PER NFPA 101
CLASS I, DIVISION 2 U TO 18" ABOVE HANGAR FLOOR
PER UFC 4-211-01 SECTION 3-7.1
DENOTES AREAS REQUIRING A ONE HOUR FIRE
RATED CEILING ASSEMBLY PER UFC 4-211-01,
SECTION 3-6.7
DENOTES PROPOSED LOCATION OF DRAFTSTOPPING
REQUIRED BY NFP 409 SECTION 5.17.2
DENOTES EXISTING WALLS REQUIRED TO BE ONE
HOUR RATED. CONTRACTOR TO PATCH, SEAL, AND
FIRESTOP ALL EXISTING AND NEW PENETRATIONS IN
EXISTING WALL ASSEMBLY
REFER TO DRAWING SHEET A2.2 FOR LOCATION OF EXIT AND
NO EXIT SIGNAGE COMPLYING WITH NFPA 101 SECTION 7.10
REFER TO DRAWING SHEET LS-2 FOR LIFE SAFETY CODE
ANALYSIS
REFER TO DRAWING SHEET LS-3 FOR LIFE SAFETY
CALCULATIONS
Sheet Number
Sheet Title
Project Title
Se ay
, S ea y
Li tc hf ie ld A rc hi te ct s
Architects & Interior Designers Montgomery | Dothan
(M) 334. 263. 5162
(D) 334. 791. 5248 www.sslarch.com
Job Number
Date
Drawn By
Checked By
Revised
Architects & Interior Designers 1115 South Court Street Montgomery, AL 36104
334. 263. 5162 www.sslarch.com
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BRKR162322/SSL17069
7 SEPTEMBER 2018
DCD
F. BRADLEY/DCD
3/32" = 1'-0"LS-1
1 LIFE SAFETY CODE PLAN
Building 135 Life Safety Analysis Date:6 September 2018
BRKR 162322/SSL 17069
Item Description Code Code Reference
Requirement Actual In Compliance
Proposed Remedy If not In‐Compliance
Notes
1 Occupancy Type
UFC 3‐600‐01 3‐2 Refers to IBC IBC 311.2 Moderate Hazard S‐1 NA NA IBC 304.1 Group B ‐ Business NA NA
2 Construction Parameters
2.1 Construction Type UFC 3‐600‐01 6‐1 Refers to IBC
IBC 602.2.2 Type IIB NA Yes
2.2 Building Height Limitation UFC 3‐600‐01 5‐2 Refers to IBC IBC 504.3 75 Feet 69 Feet Yes IBC 504.4 3 Floors above grade 1 Floor Yes
2.3 Building Area Limitation UFC 3‐600‐01 5‐3 Refers to IBC
IBC 506.2.1 83,125 SF 23,248 SF Yes Includes 13,125 for frontage increase for S‐1 occupancy.
Assumes non‐separated occupancies per section 508.3.
Fire Resistant Rated Construction Requirements
3.1 Protection of Structural Members UFC 3‐600‐01 6‐1 Refers to IBC IBC Table 601 Yes Construction Type IIB requires 0 hour rating on all building elements UFC 4‐211‐01 3‐3.1.2 Yes Nothing above IBC is required when sprinklered
3.2 Separation Between Building UFC 3‐600‐01 6‐2 Refers to IBC IBC Table 602 0 Hour rated exterior wall is allowed for type IIB Construction with fire separation distance greater than
10 feet.
Minimum separation present is 25'‐1" .
Yes 25'‐1" assumes an imaginary lot line per section 202 of the IBC established between buildings 135 and 138.
UFC 4‐211‐01 3‐3.1.8 Refers to NFPA 409 NFPA 409 5.3.1 50FT Yes Existing separation is 50'‐2" as measured on site by Architect.
3.3 Occupancy Separation UFC 3‐600‐01 5‐4
Mixed Use & Occupancy IBC 508 0 Hour NA Yes
Incidental Uses UFC 3‐600‐01 5‐5 Refers to NFPA 101 NFPA 101 No spaces in the building meet the criteria for incidental use separation
UFC 4‐211‐01 3‐3.1.3 1 HR Separation Yes All walls separating hangar bays from adjacent spaces are CMU and appear to be in conformance with the requirements of a 1 hour rated assembly.
UFC 4‐211‐01 3‐6.7 1 HR Separation required around fire protection equipment rooms
Will Comply New fire rated walls will be provied to create the required separation.
UFC 4‐211‐01 3‐7.1 Hazardous Locations Yes Classify room F104, F108, and F112 as Class 1, Division Up to 18" above hangar floor.
3.4 Interior Finishes UFC 3‐600‐01 8‐1 Refers to NFPA
NFPA 101 42.3.3.2 Class A, B, or C NA Yes Existing finishes are intended to remain. Existing finishes include metal panel, painted CMU, and painted sheetrock.
4 Fire Protection Systems
4.1 Fire Protection Systems UFC
3‐600‐01 Will Comply Upgrade fire protection systems to be in compliance with UFC requirements.
See fire protection drawings.
5 Miscellaneous Provisions
5.1 Draft Curtains UFC 4‐211‐01 3‐3.1.10 Refers to NFPA 409
NFPA 409 5.17.2 required to subdivide roof area into maximum of 7,500 SF
Will Comply Add metal panels to primary structural trusses to create draft curtains.
5.2 Exterior Fire Fighting Accessibility UFC 4‐211‐01 3‐3.1.11 Yes
5.3 Exterior Walls UFC 4‐211‐01 3‐3.2.3 CMU up to 10' AFF in
all hangar bays
Yes
5.4 Interior Fire Fighting Accessibility UFC 4‐211‐01 3‐3.1.12 ability to operate the hangar door under emergency conditions
Will Comply Provide emergency door operation in accordance with UFC requirements.
See electrical drawings.
Item Description Code Code Reference
Requirement Actual In Compliance
Proposed Remedy If not In‐Compliance
Notes
6 Means of Egress UFC 3‐600‐01 10‐1 Refers to NFPA
6.1 Travel Distance to Exits NFPA 101 42.2.6 400FT For Ordinary Hazard Areas Yes
100FT For High Hazard Areas Yes
6.2 Emergency Lighting 42.2.9 Yes
Required per 7.9. See electrical narrative.
6.3 Means of Egress Illumination 42.2.8 Yes
Required per 7.8. See electrical narrative.
6.4 Dead End Corridor 42.2.5 100 FT For Ordinary Hazard Areas Yes 0Ft For High Hazard Areas Yes
6.5 Common Path of Egress Travel 42.2.5 100 FT For Ordinary Hazard Areas Yes 0Ft For High Hazard Areas Will Comply Add new door F140 and F143
6.6 Capacity of Means of Egress 42.2.3 See Life Safety Plan Yes
6.7 Number of Means of Egress 42.2.4 See Life Safety Plan Yes
6.8 Exit Access Corridors 7.1.3.1 0 HR Rating NA Yes exception 1 for existing buildings
6.9 Minimum Door Width 7.2.1.2.3.2 28 inches NA Yes exception 4 for existing buildings
6.10 Minimum Clear Width of Ramps 7.2.5.3(b) 30 inches 37" Yes
6.11 Maximum Slope of Ramp 7.2.5.3(b) 1 in 8 0.053 Yes
6.12 Maximum Height Between Landings 7.2.5.3(b) 12 FT Yes
6.13 Occupant Load Factors UFC 3‐600‐01 10‐3 500FT per person for hangars
NFPA 101 7.3.1.2 100FT per person Business
6.14 Min. Egress Width NFPA 101 7.3.4.1( 2) 36 inches See Life Safety Plan
6.15 Min. Number of Exits 7.4.1.1 2 See Life Safety Plan Yes See Life Safety Calculations UFC 4‐211‐01 3‐3.1.9 provide exits around entire perimeter of hangar bay at max spacing of 150 FT
See Life Safety Plan Will Comply Add new door F138 See life safety plan
3‐3.1.9 provide exit doors within 20' of each end of the hangar bay door opening in lieu of every 150'
See Life Safety Plan Will Comply Add new door F138 and new hardware at door F120 and exterior gate personnel access doors in hangar bay doors are not considered exits for egress
3‐3.1.9 support areas may not exit through the hangar bay with the exception of normally unoccupied rooms less than 100 SF
See Life Safety Plan Will Comply Add vestibule F112 to provide egress from Rooms F105, F106, & F107 that does not go through hangar
See life safety plan
6.16 Door Hardware UFC 4‐211‐01 3‐3.1.9 Provide each required exit from the hangar bay with panic hardware and swing the door in the direction of egress travel
Will Comply Add panic hardware at existing door F120 and exterior gate. Provide panic hardware at new doors F138 and F136
6.17 Tactile Exit Signage NFPA 101 7.10.1.4 not required (existing building exemption
7.10.1.4) not present Will Comply Install tactile exit signage per NFPA requirements
Sheet Number
Sheet Title
Project Title
Se ay
, S ea y
Li tc hf ie ld A rc hi te ct s
Architects & Interior Designers Montgomery | Dothan
(M) 334. 263. 5162
(D) 334. 791. 5248 www.sslarch.com
Job Number
Date
Drawn By
Checked By
Revised
Architects & Interior Designers 1115 South Court Street Montgomery, AL 36104
334. 263. 5162 www.sslarch.com
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BRKR162322/SSL17069
7 SEPTEMBER 2018
DCD
F. BRADLEY/DCD
Project Title
Se ay
, S ea y
Li tc hf ie ld A rc hi te ct s
Architects & Interior Designers Montgomery | Dothan
(M) 334. 263. 5162
(D) 334. 791. 5248 www.sslarch.com
Job Number
Date
Drawn By
Checked By
Revised
Architects & Interior Designers 1115 South Court Street Montgomery, AL 36104
334. 263. 5162 www.sslarch.com
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BRKR162322/SSL17069
7 SEPTEMBER 2018
DCD
F. BRADLEY/DCD
LIFE SAFETY CALCULATIONS
Number Room Name Occupancy Type (IBC) Area
Occupant Factor (UFC
4-211-01/NFPA 101)
Occupancy Load
(UFC 3-211-01)
Exits Required
(NFPA 101)
WIDTH
FACTOR
Required Egress Width Comments
F109 JANITOR ACCESSORY STORAGE 26 SF 300 SF 1 1 0.2 1
F110 ELECTRICAL ACCESSORY STORAGE 172 SF 300 SF 1 1 0.2 1
F111 FIRE SPRINKLER
EQUIPMENT
ROOM
ACCESSORY STORAGE 670 SF 300 SF 3 1 0.2 1
F105 MEN BUSINESS 208 SF 100 SF 3 1 0.2 1
F106 WOMEN BUSINESS 56 SF 100 SF 1 1 0.2 1
F107 ADMIN BUSINESS 259 SF 100 SF 3 1 0.2 1
F102 PAINT BOOTH STORAGE (HIGH HAZARD) 508 SF 500 SF 2 1 0.4 1 ADDITIONAL EXITS REQUIRED
FOR HIGH HAZARD OCCUPANCY
F102A SANDBLASTING STORAGE (HIGH HAZARD) 374 SF 500 SF 1 1 0.4 1 ADDITIONAL EXITS REQUIRED
FOR HIGH HAZARD OCCUPANCY
F103 CORROSION
CONTROL
STORAGE (HIGH HAZARD) 1122 SF 500 SF 3 1 0.4 2 ADDITIONAL EXITS REQUIRED
FOR HIGH HAZARD OCCUPANCY
F101 FUEL CELL DOCK STORAGE (HIGH HAZARD) 16995 SF 500 SF 34 1 0.4 14 ADDITIONAL EXITS REQUIRED
UFC 4-211-01, SECTION
3-3.1.9
F104 BLADDER
MAINTENANCE
STORAGE (ORDINARY
HAZARD)
395 SF 500 SF 1 1 0.2 1
F108 TOOL STORAGE STORAGE (ORDINARY
HAZARD)
473 SF 500 SF 1 1 0.2 1
F112 VESTIBULE STORAGE (ORDINARY
HAZARD)
275 SF 500 SF 1 1 0.2 1
508 SF
PAINT BOOTH
F102
374 SF
SANDBLASTING
F102A
1122 SF
CORROSION
CONTROL
F103
395 SF
BLADDER
MAINTENANCE
F104
16995 SF
FUEL CELL
DOCK
F101
208 SF
MEN
F105
56 SF
WOMEN
F106
259 SF
ADMIN
F107
473 SF
TOOL STORAGE
F108
26 SF
JANITOR
F109
172 SF
ELECTRICAL
F110
670 SF
FIRE SPRINKLER
EQUIPMENT
ROOM
F111
F120
F119
F118 F116
F113
F114
F110
F111
F112
F108
F106
F103
F131
F130
F134
F101 F127
F121
F115
F109
F133
F136
F135
F137
275 SF
VESTIBULE
F112
EXISTING GATE TO REMAIN AND BE MODIFIED
AND PROVIDED WITH NEW EXIT DEVICE
F138
F140
F139
1 HOUR RATED CEILING SYSTEM ON
UNDERSIDE OF EXISTING MECHANICAL
PLATFORM - SEE DETAIL 1/A2.4
F141
A2.3
Sim
A2.3
Sim
A2.3
Sim
A2.4
Sim
F142
A2.3
Sim
F143
SEE MECH.
LEGEND:
EXISTING WALLS TO REMAIN
NEW CMU WALLS
EXISTING DOORS TO REMAIN
(SEE DOOR SCHEDULE FOR MODIFICATIONS
TO EXISTING DOORS WHERE APPLICABLE)
NEW DOORS (SEE DOOR SCHEDULE)
NEW DRAFT CURTAIN - SEE DETAILS
A101
SIM
___________ DETAIL TAG
202A DOOR TAG - SEE DOOR SCHEDULE
ROOM NAME
150 SF
ROOM TAG
TEMPORARILY SHORE EXISTING WALL AS
REQUIRED. REMOVE EXISTING CMU/BRICK AS
REQUIRED TO INSTALL NEW DOOR/FRAME
ASSEMBLY AND NEW LINTEL. REFER TO
STRUCTURAL FOR LINTEL SIZING AND JAMB
REINFORCING REQUIREMENTS. PAINT NEW CMU
WALLS TO MATCH EXISTING ADJACENT CMU
WALLS SCHEDULED TO REMAIN.
REMOVE EXISTING CRANE AND DOOR F107.
PATCH BLOCK WALL AND INSTALL NEW 45 MINUTE
RATED DOOR AND FRAME. PAINT NEW CMU TO
MATCH EXISTING CMU WALLS
REMOVE AND REPLACE EXISTING DOOR/FRAME.
SEE DOOR SCHEDULE. PATCH AND PAINT CMU
WALLS AS REQUIRED AFTER INSTALLATION OF
NEW OPENING.
PROVIDE NEW STRUCTURAL COMPONENTS AS
REQUIRED FOR PROPER MOUNTING OF NEW
FOAM GENERATORS. REFER TO STRUCTURAL
DRAWINGS. PAINT ALL NEW STEEL TO MATCH
EXISTING ROOF STRUCTURE
REMOVE ALL EXISTING ACOUSTICAL TILE CEILING
IN THESE AREAS AS REQUIRED TO REMOVE
EXISTING SPRINKLER SYSTEMS AND INSTALL NEW
SPRINKLER SYSTEMS. SECURE EXISTING LIGHT
FIXTURES, HVAC REGISTERS/EQUIPMENT, AND
OTHER ASSOCIATED COMPONENTS. INSTALL
NEW CEILNGS AND REINSTALL ALL EXISTING
CEILING COMPONENTS NOT SCHEDULED FOR
DEMOLITION. REFER TO DRAWING SHEET A2.4
FOR NEW REFLECTED CEILING PLAN.
SPECIFIC NOTES:
SPECFIC NOTE TAG#
Sheet Number
Sheet Title
Project Title
Se ay
, S ea y
Li tc hf ie ld A rc hi te ct s
Architects & Interior Designers Montgomery | Dothan
(M) 334. 263. 5162
(D) 334. 791. 5248 www.sslarch.com
Job Number
Date
Drawn By
Checked By
Revised
Architects & Interior Designers 1115 South Court Street Montgomery, AL 36104
334. 263. 5162 www.sslarch.com
A2.1
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BRKR162322/SSL17069
20 JANUARY 2020
DCD
F. BRADLEY/FEL/DCD
3/32" = 1'-0"A2.1
1 GROUND FLOOR PLAN ROOM FINISH SCHEDULE
NUMBER ROOM NAME
FLOOR
FINISH
BASE
FINISH
WALL CELING
DOOR
FINISH
Wall Material WALL FINISH
Ceiling Material
CEILING
FINISH
Level 1
F104 BLADDER MAINTENANCE ETR ETR ETR/CMU PAINT AT NEW CMU ETR ETR PAINT
F105 MEN ETR ETR ETR ETR ACT 1 ACT 1 NA
F106 WOMEN ETR ETR ETR ETR ACT 1 ACT 1 NA
F107 ADMIN ETR ETR ETR ETR ACT 1 ACT 1 NA
F111 FIRE SPRINKLER EQUIPMENT ROOM ETR ETR ETR/CMU PAINT AT NEW CMU GWB PAINT PAINT F112 VESTIBULE ETR RUBBER ETR/CMU Paint GWB PAINT PAINT
S
EE
D O
O R S
C H
ED
U
LE
H
EI
G H T
0' - 2"
SEE DOOR SCH.
WIDTH
0' - 2"
HOLLOW METAL
DOOR FRAME
F1
S
EE
D O
O R S
C H
ED
U
LE
H
EI
G
TH
SEE DOOR SCH.
WIDTH
INSLUATED HOLLOW
METAL DOOR
D1
S
EE
D O
O R S
C H
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U
LE
H
EI
G H T
0' - 2"
SEE DOOR SCH.
WIDTH X 2
0' - 2"
HOLLOW METAL
DOOR FRAME
F2
INSLUATED OVERHEAD
COILING DOOR
D2
S
EE
D O
O R S
C H
ED
U
LE
H
EI
G H T
SEE DOOR SCHEDULE
WIDTH
FIELD PAINT ALL NEW DOORS & FRAMES PER SECTION 09 9000
Se e
Fr am e Sc he du leCMU BOND BEAM (SEE
STRUCTURAL LINTEL SCHEDULE)
SEALANT
DOOR FRAME - SEE FRAME SCHEDULE
GROUT FILL FRAME - TYPICAL
DOOR - SEE DOOR SCHEDULE
AT JAMB CONDITIONS, PROVIDE JAMB ANCHORS SET INTO MASONRY. PROVIDE 3
ANCHORS EACH SIDE - TYPICAL. REFER TO STRUCTURAL FOR CMU JAMB REINFORCING
VERIFY
NEW CMU BOND BEAM. SEE STRUCTURAL
FOR SHORING AND LINTEL REQUIREMENTS.
PAINT NEW CMU TO MATCH EXISTING
ADJACENT WALLS SCHEDULED TO REMAIN
NEW HOLLOW METAL FRAME (GROUT FILL)
EXISTING CMU WALL TO REMAIN PROVIDE
NEW CMU WHERE REQUIRED AT DOOR F141
SEALANT
NEW HOLLOW METAL DOOR
AS REQ.
SE
E
FR
AM
E
EL
EV
AT
IO
N
NEW HOLLOW METAL FRAME (GROUT FILL)
EXISTING CMU WALL TO REMAIN
SEALANT
NEW HOLLOW METAL DOOR
NEW REINFORCED CMU JAMB BLOCK.
SEE STRUCTURAL FOR REINFORCING
REQUIREMENTS. PAINT NEW CMU TO
MATCH EXISTING ADJACENT WALLS
SCHEDULED TO REMAIN
JAMB ANCHORS (3 EACH SIDE)
AS REQ
SE
E
FR
AM
E
SC
H
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U
LE
EXISTING BRICK VENEER TO REMAIN
REMOVE AND REINSTALL EXISTING BRICK
AT NEW OPENINGS AS REQUIRED TO
INSTALL NEW FLASHING SYSTEMS
NEW MORTAR NET
REMOVE AND REINSTALL RIGID INSULATION
AT NEW OPENINGS AS REQUIRED TO
INSTALL NEW FLASHING SYSTEMS
THRU WALL FLASHING
WEEP
NEW LINTEL - SEE STRUCTURAL
NEW HOLLOW METAL FRAME (GROUT FILL)
EXISTING RIGID INSULATION TO REMAIN
EXISTING CMU WALL TO REMAIN
MEW TERMINATION BAR & SEALANT
SEALANT & BACKER ROD (3/8" MIN)
SEALANT & BACKER ROD
NEW HOLLOW METAL DOOR
NEW CMU BOND BEAM - SEE STRUCTURAL
FOR LINTEL AND SHORING REQUIREMENTS.
PAINT NEW CMU TO MATCH EXISTING
ADJACENT WALLS SCHEDULED TO REMAIN
(0.08M) 0' - 3"
AS REQ.
SE
E
FR
AM
E
SC
H
ED
U
LE
EXISTING BRICK VENEER TO REMAIN
REMOVE AND REINSTALL EXISTING BRICK
AT NEW OPENINGS AS REQUIRED TO
INSTALL CMU
REMOVE AND REINSTALL RIGID INSULATION
AT NEW OPENINGS AS REQUIRED TO
INSTALL CMU
NEW HOLLOW METAL FRAME (GROUT FILL)
EXISTING RIGID INSULATION TO REMAIN
EXISTING CMU WALL TO REMAIN
SEALANT & BACKER ROD (3/8" MIN)
SEALANT & BACKER ROD
NEW HOLLOW METAL DOOR
NEW REINFORCED CMU JAMB BLOCK. SEE
STRUCTURAL FOR JAMB REINFORCING. PAINT
NEW CMU TO MATCH EXISTING ADJACENT
WALLS SCHEDULED TO REMAIN
JAMB ANCHORS (3 EACH SIDE)
PROVIDE RADIUS CMU BLOCK AT ALL
JAMBS EXCEPT BOTTOM COURSE -
PROVIDE SQUARE BLOCK AT BOTTOM
COURSE - TYPICAL
(0.08M) 0' - 3"
AS REQ
SE
E
FR
AM
E
SC
H
ED
U
LE
Sheet Number
Sheet Title
Project Title
Se ay
, S ea y
Li tc hf ie ld A rc hi te ct s
Architects & Interior Designers Montgomery | Dothan
(M) 334. 263. 5162
(D) 334. 791. 5248 www.sslarch.com
Job Number
Date
Drawn By
Checked By
Revised
Architects & Interior Designers 1115 South Court Street Montgomery, AL 36104
334. 263. 5162 www.sslarch.com
A2.2
D O
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BRKR162322/SSL17069
20 JANUARY 2020
DCD
F. BRADLEY/FEL/DCD
DOOR, OPENING & FRAME SCHEDULE - NEW DOORS
DOOR NO.
DOOR
WIDTH
DOOR
HEIGHT
DOOR
THICKNESS LEAVES
DOO
R
TYPE
FRAME
TYPE
FIRE
RATING
HEAD
DETAIL JAMB DETAIL SILL DETAIL COMMENTS
Level 1
F135 12' - 0" 12' - 0" 0' - 2" 1 D2 F1 45 MIN 3/A2.3 3/A2.3
F136 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1 F1 45 MIN 1/A2.2 1/A2.2 SIM PROVIDE TACTILE EXIT SIGNAGE PER NFPA 101 SECTION 7.10.1.3.
F137 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1 F1 45 MIN 1/A2.2 1/A2.2 SIM PROVIDE TACTILE EXIT SIGNAGE PER NFPA 101 SECTION 7.10.1.3.
F138 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1 F1 45 MIN 2/A2.2 3/A2.2 PROVIDE TACTILE EXIT SIGNAGE PER NFPA 101 SECTION 7.10.1.3.
F139 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1 F1 4/A2.2 5/A2.2 PROVIDE TACTILE EXIT SIGNAGE PER NFPA 101 SECTION 7.10.1.3.
F140 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1 F1 4/A2.2 5/A2.2 PROVIDE TACTILE EXIT SIGNAGE PER NFPA 101 SECTION 7.10.1.3.
F141 3' - 0" 7' - 0" 0' - 1 3/4" 2 D1 F2 45 MIN 2/A2.2 3/A2.2 PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3. PATCH CMU WALL ABOVE NEW OPENING AS REQUIRED F142 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1 F1 45 MIN 2A/2.2 3/A2.2 PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3.
F143 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1 F1 2/A2.2 3/A2.2 PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3.
EXISTING DOOR SCHEDULE
Key Name WIDTH HEIGHT
REQUIRED
RATING NOTES
F101 ETR ETR
F103 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3
F106 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3
F107 DEMO DEMO NA REMOVE EXISTING DOOR/FRAME. PATCH CMU AND PROVIDE NEW DOOR - SEE NEW DOOR SCHEDULE
F108 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3
F109 ETR ETR
F110 ETR ETR PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3
F111 ETR ETR PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3
F112 ETR ETR 45 MIN PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3.
F113 ETR ETR
F114 ETR ETR
F115 ETR ETR 45 MIN PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3
F116 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3
F117 DEMO DEMO NA REMOVE EXISTING DOOR/FRAME AND INSTALL NEW OPENING - SEE DOOR SCHEDULE
F118 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3
F119 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3
F120 ETR ETR 45 MIN PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3. PROVIDE NEW PANIC HARDWARE - SEE DOOR
HARDWARE SPECIFICATION
F121 ETR ETR CANNOT BE CONSIDERED AND EXIT PER UFC 4-211-01 SECTION 3-3.1.9
F127 ETR ETR CANNOT BE CONSIDERED AND EXIT PER UFC 4-211-01 SECTION 3-3.1.9
F130 ETR ETR
F131 ETR ETR
F132 DEMO DEMO NA REMOVE EXISTING DOOR/FRAME AND INSTALL NEW OPENING - SEE DOOR SCHEDULE
F133 ETR ETR PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3
F134 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3. PROVIDE NEW PANIC HARDWARE - SEE DOOR
HARDWARE SPECIFICATION
1 1/2" = 1'-0"A2.2
1 INTERIOR CMU DOOR DETAIL
1 1/2" = 1'-0"A2.2
2 INTERIOR CMU DOOR HEAD DETAIL
1 1/2" = 1'-0"A2.2
3 INTERIOR CMU JAMB DETAIL
1 1/2" = 1'-0"A2.2
4 EXTERIOR DOOR HEAD DETAIL
1 1/2" = 1'-0"A2.2
5 EXTERIOR DOOR JAMB DETAIL
TOP OF EXISTING
HANGAR SLAB
(2) #4 BARS
CONTINUOUS
6" 24 GAGE STEEL STUD
FRAMING AT 12" O.C.
3/4" FIRE RETARDANT PLYWOOD
GYPSUM BOARD
GYPSUM BOARD (PAINT)
FIRESTOPPING -
TYPICAL
LA
P
S
LI
C E
" M
IN
V
ER
IF
Y
REMOVE EXISTING
HANDRAIL AND
PATCH HOLES IN
EXISTING FLOOR
NEW CMU WALL (PAINT
BOTH SIDES PER SECTION
09 9000
EXISTING CMU WALL TO
REMAIN
" M
IN
EP
O
XI
ED
D
EP
TH
BASE SEE FINISH
SCHEDULE
METAL PANEL CLOSURE TRIM
NEW DRAFT CURTAIN (SEE
METAL WALL PANEL
SPECIFICATION) CUT PANELS
TO FIT TIGHT AGAINST ALL
EXISTING BUILDNG SYSTEMS
THAT WILL PENETRATE NEW
PANEL
METAL STUD FRAMING AT 24"
O.C. ATTACHED TO EXISTING
TRUSS AS REQUIRED TO
SUPPORT WALL PANELS. (PAINT
TYPES ALL EXPOSES SURFACES)
EXISTING ROOF TRUSSES (SEE
PLAN FOR LOCATIONS)
ALIGN BOTTOM OF NEW METAL
WALL PANELS WITH BOTTOM OF
EXISTING TRUSSES - SLOPE
BOTTOM OF DRAFT CURTAIN
WHERE TRUSS SLOPES
ATTACH TOP TRACK TO
UNDERSIDE OF ROOF DECKING
AS REQUIRED TO SUPPORT
METAL PANEL EDGE
CUT METAL PANEL EDGE TO FIT
TIGHT TO UNDERSIDE OF ROOF
DECKING. PACK VOID ABOVE
TOP TRACK FULL WITH
FIRESTOPPING MATERIAL
EXISTING ROOF
PURLINS TO REMAIN
AL
IG
N W
IT
H
B O
TT
O
M O
F
EX
IS
TI
N G
T R
U
SS
ES
VA
R
IE
S
STEEL CHANNEL JAMB GUIDES
- SEE DOOR SPECIFICATIONS (PAINT)
SEALANT
HOLLOW METAL FRAME - GROUT FILL
FRAME - TYPICAL (PAINT)
SEALANT
OVERHEAD COILING DOOR
- REFER TO DOOR SCHEDULE
Se e
Fr am e Sc he du le
SEE DOOR SCHEDULE
JAMB ANCHORS (3
EACH SIDE) (PAINT)
REINFORCE JAMB -
SEE STRUCTURAL
HEAD DETAIL
JAMB DETAIL
LINTEL - SEE STRUCTURAL
PAINT TYPICAL
(PAINT)
CONCRETE FILL CELL AS HANDRAIL
ATTACHMENT CUT AND PATCH EXISTING
CMU WALLS AS REQUIRED TO FILL CMU
CELLS AT APPLLICATION OF NEW
HANDRAILS IN EXISTING CMU
PAPER STOP
WALL MOUNT STEEL BRACKET
EQUAL TO TO LAWLER 3-RLM
(PAINT)
1-1/2" DIA. STEEL HANDRAIL-
SECURELY FASTEN TO
BRACKET SADDLE PER MANUF.
RECOMMENDATIONS (PAINT)
1-1/2" DIA. STEEL
HANDRAIL (PAINT)
1' - 0"
TREAD WIDTH
MATCH STAIR
HANDRAIL BRACKET
(SEE DETAIL) (PAINT)
EXISTING STAIRS
TO REMAIN
Sheet Number
Sheet Title
Project Title
Se ay
, S ea y
Li tc hf ie ld A rc hi te ct s
Architects & Interior Designers Montgomery | Dothan
(M) 334. 263. 5162
(D) 334. 791. 5248 www.sslarch.com
Job Number
Date
Drawn By
Checked By
Revised
Architects & Interior Designers 1115 South Court Street Montgomery, AL 36104
334. 263. 5162 www.sslarch.com
A2.3
D E
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BRKR162322/SSL17069
20 JANUARY 2020
DCD
F. BRADLEY/FEL/DCD
3/4" = 1'-0"A2.3
1 NEW CMU WALL DETAIL
1 1/2" = 1'-0"A2.3
2 DRAFT CURTAIN DETAIL
1 1/2" = 1'-0"A2.3
3 OVERHEAD DOOR DETAIL
1 1/2" = 1'-0"A2.3
4 HANDRAIL DETAIL
TOP OF EXISTING
FLOOR SLAB
SEE STRUCTURAL
(2) #4 BARS
CONTINUOUS
GYPSUM BOARD
FIRESTOPPING -
TYPICAL
LA
P
S
LI
C E
" M
IN
FI
EL
D V
ER
IF
Y
EXISTING MECHANICAL
PLATFORM TO REMAIN
CH STUDS - SIZE AS
REQUIRED B Y
MANUFACTURER FOR SPAN
EXISTING
MECHANICAL
PLATFORM STAIRS
TO REMAIN
NEW CMU WALL
SEE STRUCTURAL
EXISTING EXTERIOR CMU
WALL TO REMAIN
" M
IN
E
PO
XI
ED
D
EP
TH
EXISTING FENCE AND GATE TO REMAIN
WELD NEW FENCE POST TO EXISTING GATE AS
REQUIRED TO INSTALL NEW SHEET STEEL
PAINT TO MATCH
1/4" PAINTED SHEET STEEL - ATTACHED TO
NEW FENCE POSTS
PANIC DEVICE RECEIVER - SEE DOOR
HARDWARE SCHEDULE
NEW PANIC DEVICE (SEE DOOR HARDWARE
SCHEDULE) SURFACE MOUNT PANIC DEVICE
TO NEW SHEET STEEL PER MANUFACTURER'S
RECOMMENDATIONS
PROVIDE NEW HEAVY DUTY CANE BOLT
EQUAL TO #30-6020 BY KING
ARCHITECTURAL METALS
EXISTING HINGES TO REMAIN
NEW ACOUSTICAL TILE CEILINGS. COORDINATE
EXACT LAYOUT OF NEW CEILING WITH EXISTING
LIGHTING, MECHANICAL, AND OTHER CELINING
MOUNTED COMPONENTS. MATCH EXISTING CEILING
HEIGHT
NEW PAINTED SHEETROCK
CEILING - REFER TO SECTIONS
A2.3
Sim
275 SF
VESTIBULE
F112
16995 SF
FUEL CELL
DOCK
F101
208 SF
MEN
F105
259 SF
ADMIN
F107
473 SF
TOOL STORAGE
F108
56 SF
WOMEN
F106
Sheet Number
Sheet Title
Project Title
Se ay
, S ea y
Li tc hf ie ld A rc hi te ct s
Architects & Interior Designers Montgomery | Dothan
(M) 334. 263. 5162
(D) 334. 791. 5248 www.sslarch.com
Job Number
Date
Drawn By
Checked By
Revised
Architects & Interior Designers 1115 South Court Street Montgomery, AL 36104
334. 263. 5162 www.sslarch.com
A2.4
D E
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BRKR162322/SSL17069
20 JANUARY 2020
DCD
F. BRADLEY/FEL/DCD
3/4" = 1'-0"A2.4
1 MECHANICAL PLATFORM STAIR ENCLSOURE DETAIL
1/2" = 1'-0"A2.4
2 GATE MODIFICATIONS
1/4" = 1'-0"A2.4
3 REFLECTED CEILING PLAN
GENERAL NOTES
STRUCTURAL STEEL:
1. ALL STRUCTURAL STEEL W AND WT SHAPES SHALL CONFORM TO ASTM
A992 (GRADE 50). OTHER SHAPES SHALL CONFORM TO ASTM, A36,
LATEST EDITION (EXCEPT STEEL JOISTS AND TUBE SECTIONS).
2. STRUCTURAL STEEL TUBE SECTIONS SHALL CONFORM TO ASTM A500,
GRADE B, Fy = 46.0 KSI.
3. HEADED STUDS SHALL BE TYPE B SHEAR CONNECTORS (Fu = 65 KSI).
4. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR THE ARCHITECT
AND/OR ENGINEER'S REVIEW.
5. THE CONTRACTOR SHALL VERIFY ALL SH0P DRAWINGS DIMENSIONS WITH
STRUCTURAL AND ARCHITECTURAL PLANS AND DETAILS.
6. BOLTED CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS
CONFORMING TO ASTM A325. USE 3/4 INCH DIAMETER MINIMUM.
UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE TIGHTENED AS FULLY
PRETENSIONED BEARING CONNECTIONS.
7. CONNECTIONS NOT SHOWN ON DRAWINGS SHALL BE DESIGNED
BY THE FABRICATOR. WHERE POSSIBLE USE DOUBLE ANGLE
CONNECTIONS. USE MAXIMUM NUMBER OF BOLTS FOR DEPTH
OF BEAM WITH SINGLE ROW OF BOLTS. WHERE DOUBLE ANGLE
CONNECTIONS ARE NOT POSSIBLE, FABRICATOR SHALL DESIGN
CONNECTION FOR CAPACITY EQUIVALENT TO DBL-ANGLE CONNECTION
WITH MAX NO. BOLTS UNLESS DETAILED OTHERWISE.
8. FOR DBL-ANGLE CONNECTIONS, MIN ANGLE THICKNESS SHALL BE 5/16"
FOR 3/4 INCH DIAMETER BOLTS AND 3/8" FOR 7/8 INCH DIAMETER BOLTS
AND LARGER.
9. UNLESS SHOWN OTHERWISE PROVIDE 1/2 X 7 1/2 X 7 1/2 BEARING
PLATES ON 1 INCH GROUT WITH 2-3/4" DIAMETER ANCHOR BOLTS
UNDER ALL STEEL BEAMS THAT BEAR ON MASONRY WALLS.
CODES:
ALL PARTS SHALL BE FURNISHED AND ERECTED ACCORDING TO THE
APPLICABLE CODES AND SPECIFICATIONS OF THE FOLLOWING:
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
AMERICAN WELDING SOCIETY (AWS)
OSHA STEEL ERECTION STANDARD (OSHA)
INTERNATIONAL BUILDING CODE (IBC 2015) (ICC)
SPECIAL INSPECTIONS
1. ALL SPECIAL INSPECTIONS REQUIRED BY CHAPTER 17 OF THE IBC 2015 SHALL BE
PERFORMED BY A DESIGNATED TESTING EGENCY OR AGENCIES RESPONSIBLE
FOR SPECIAL INSPECTIONS.
EXISTING TRUSS
EXISTING JOIST
NEW FOAM
GENERATOR
TYPICAL NEW FOAM GENERATOR
ANCHORAGE FRAMING PLAN
A
A
∠4x4x
DIAGONAL
BRACE @ EA.
HANGER
(4)∠6x6x3/8 HANGERS
LOCATED AS REQ'D. BY
FOAM GENERATOR MFR.
PROVIDE NEW HSS6x6x
VERTICAL FULL
DEPTH OF TRUSS, WHERE OCCURS, TO
ACCEPT ∠6x6x
@ BOTTOM CHORD OF
EXISTING JOIST.
VIEW A-A
TYPICAL JOIST WHERE LOAD IS
ADDED @ OTHER THAN PANEL POINT
LOAD
LOAD
∠2x2x
EA. SIDE WELDED TO
TOP & BOTTOM CHORD @ POINT OF LOAD
& NEAREST OPPOSITE CHORD PANEL
POINT. (PROVIDE ANGLES WHEREVER
LOAD EQUALS OR EXCEEDS 50#)
3/16
TYP.
EXISTING JOIST
(4)∠6x6x3/8 HANGERS
LOCATED AS REQ'D. BY
FOAM GENERATOR MFR.
NEW FOAM
GENERATOR
∠4x4x
DIAGONAL BRACE UP TO
TOP CHORD PANEL POINT OF
JOIST OR TRUSS @ EA.
HANGER. (4-DIRECTIONS FOR
SEISMIC BRACING).
∠2x2x
EA. SIDE WELDED TO
TOP & BOTTOM CHORD @ POINT OF LOAD
& NEAREST OPPOSITE CHORD PANEL
POINT. SEE TYP. DETAIL THIS SHEET.
∠6x6x
@ BOTTOM
CHORD OF EXISTING
BAR JOISTS
∠6x6x
@ BOTTOM CHORD
OF EXISTING BAR JOISTS
COORDINATE W/
ARCH. DWGS.
3/16
TYP.
3/16
TYP.
3/16
TYP.
GROUT SOLID
EA. SIDE
NOTE:
W8x24. BEAR 16" EA.
END & PROVIDE
(2)
"Øx16" A.B.'S THRU
BEAM FLANGE & PLATE.
FILL CELLS SOLID W/
CONC. BELOW BEARING.
SEE ARCH.
LINTEL SCHEDULE
8x16x8
SIZE
8"C.M.U.
BRICK
LOCATION
OR
MARK
U-BLOCK3'-4"
STEEL ANGLE3'-4"
TYPE
MAX.
SPAN
8" HI U-BLOCK
BEAR 8" EA. END
#5 TOP & BOT.
REINFORCEMENT REMARKS
∠4x4x
16" EACH END.
FOR ENTIRE LENGTH OF BEARING & REINF. EA. CELL W/ BAR
2 - FILL CELLS W/ CONCRETE FULL HEIGHT @ U-BLOCK BEARING,
1 - BEAR 8" HIGH U-BLOCKS 8" EACH END & 16" HIGH U-BLOCKS
NOTES:
SAME SIZE AS WALL REINFORCING. VERTICAL REINFORCING SHALL
BE CONT. THRU LINTEL @ BEARING.
3 - FILL CELLS OF U-BLOCK LINTEL TO FULL HT. IN ONE POUR.
16" HIGH U-BLOCK
WIDTH
SCH. REINF.
SCH. WALL REINF.
BLOCK W/
KNOCK-OUT WEBS1
SCH.
1 2
M
A X
BEAR 8" EA.
BRICK STEEL ANGLE6'-8"
END, L.L.V.
8x16x168"C.M.U. U-BLOCK6'-8" 16" HI U-BLOCK2-#5 TOP & BOT.
∠6x4x
STEEL ANGLE3'-4" BEAR 8" EA. END∠4x4x
EXIST.
BRICK
EXIST.
8"C.M.U.
8x16x8U-BLOCK3'-4"
8" HI U-BLOCK
#5 TOP & BOT.
BEAR 8" EA. END
NEW CMU
INFILL
TYPICAL NEW C.M.U. LINTEL
IN EXISTING C.M.U. WALL
NEW SCHEDULED
CMU U-BLOCK LINTEL
PROVIDE NEW 8" JAMB &
REINF. W/ #4 REBAR. FILL
CELL (8") W/ CONC. FULL
HT. OF JAMB.
8"
TYPICAL STEEL LINTEL IN NEW
C.M.U. WALL (12'-0" OPNG.)
SEE ARCH.
EXISTING WALL
NOTE:
NEEDLE & SHORE
WALL AS REQ'D.
TO INSTALL NEW
LINTELS.
NEW SCHEDULED
LINTEL.
BEAR NEW LINTELS ON
NEW 8" JAMB EA. END &
REINF. W/ #4 REBAR. FILL
CELL (8") W/ CONC. FULL
HT. OF JAMB.
TYPICAL NEW LINTELS IN EXISTING
EXTERIOR C.M.U. WALL (3'-0" OPNG.)
NOTE:
NEEDLE & SHORE
WALL AS REQ'D.
TO INSTALL NEW
LINTELS.
W8x248"C.M.U. STEEL BEAM12'-0" BEAR 16" EA. END
PROVIDE 2" LONG SLOTTED
HOLES IN BEAM FLANGE &
PLATE. FINGER TIGHTEN NUTS.
END OF
BEAM & BOTTOM ⅊
(2)
"Øx16" HEADED
ANCHOR BOLTS
1'-4"
TYPICAL BEAM BEARING ON C.M.U.
WALL DETAIL (PARALLEL)
W8
"x7"x16" BEARING
PLATE W/ (2)
"Øx16"
HEADED ANCHOR
BOLTS ON 1"± GROUT
FILL (2)CELLS MIN. (16") FULL HT.
W/ CONC. BELOW BEARING &
REINF. W/ 1-BAR SAME SIZE AS
WALL REINF. EA. CELL.
TYPICAL NEW INTERIOR C.M.U. WALL
TO EXISTING SLAB ANCHORAGE DETAIL
#5 @ EA. JAMB & @
48"O.C., CENTERED. FILL
CELLS W/ CONC. FULL HT.
ONLY @ #5.
EXISTING
CONC. SLAB
NEW C.M.U. WALL
DRILL & EPOXY GROUT VERT.
REBAR 4" EMBEDMENT INTO
EXIST. SLAB.
PAINT ALL NEW STEEL MEMBERS
AFTER INSTALLATION. PAINT TO
MATCH EXISTING STUCTURAL
STEEL COLOR. SEE
ARCHITECTURAL PAINT SPEC.
MASONRY:
1. PROVIDE MASONRY HORIZONTAL JOINT REINFORCEMENT 16" O.C.
VERTICAL IN ALL CONCRETE BLOCK WALLS. REINFORCEMENT SHALL BE
FOR TOTAL WIDTH OF CAVITY WALLS.
2. WHERE CONCRETE OR STEEL BEAMS BEAR ON CONCRETE BLOCK WALLS, BLOCK
CELLS SHALL BE FILLED WITH CONCRETE 1'-4" WIDE TO FOUNDATION AND
REINFORCED WITH A #5 EACH CELL UNLESS NOTED OR DETAILED OTHERWISE.
3. CONCRETE OR GROUT FOR BLOCK FILL SHALL HAVE 3/8 INCH MAXIMUM
SIZE COARSE AGGREGATE AND SUFFICIENT WATER SO THE CONCRETE
WILL FLOW INTO THE BLOCK CELLS WITHOUT LEAVING VOIDS. HEIGHT
OF LIFT WHEN FILLING CELLS SHALL NOT EXCEED 4'-0".
4. CONCRETE OR GROUT FILL FOR C.M.U. SHALL HAVE A 28 DAY COMPRESSIVE
STRENGTH OF F'c = 3000 PSI. ON 16" AND DEEPER U-BLOCKS, FILL
CELLS FULL HEIGHT OF LINTEL AT SAME TIME.
5. ANCHOR ALL MASONRY WALLS TO STEEL COLUMNS WITH STRAP ANCHORS
AT 16" O.C. VERTICALLY UNLESS SHOWN OTHERWISE.
6. UNLESS INDICATED OTHERWISE PROVIDE KEYED RUBBER MASONRY
CONTROL JOINTS AT A MAXIMUM SPACING OF 25'-4". JOINT SHALL
BE DISCONTINUOUS AT BOND BEAM. COORDINATE EXACT LOCATIONS
WITH ARCHITECT.
7. PROVIDE REINFORCING BAR SUPPORTS TO CENTER VERTICAL
REINFORCING IN MASONRY WALLS.
8. PROVIDE 48 DIAMETER LAP SPLICE IN VERTICAL MASONRY REINFORCING.
9. PROVIDE CORNER BARS IN U-BLOCK BOND BEAMS AT CORNERS, TYPICAL.
10. ALL CMU SHALL BE PLACED IN A RUNNING BOND PATTERN UNLESS NOTED
OTHERWISE ON ARCHITECTURAL DRAWINGS.
11. VERTICAL REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS AND
LINTELS (CUT OUT OR NOTCH BOTTOM OF U-BLOCKS AS REQUIRED). FOR
BOND BEAMS AT TOP OF WALL, EXTEND VERTICAL REINFORCING TO 1" CLEAR
TOP OF BOND BEAM.
Sheet Number
Sheet Title
Project Title
S e a y
S e a y
L i t c h f i e l d
A r c h i t e c t s
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1115 South Court Street
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334. 263. 5162 www.sslarch.com
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1115 South Court Street
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1115 South Court Street
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1115 South Court Street
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Architects & Interior Designers
1115 South Court Street
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334. 263. 5162 www.sslarch.com
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Architects & Interior Designers www.sslarch.com
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Architects & Interior Designers
1115 South Court Street
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334. 263. 5162 www.sslarch.com
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FLUSH CONCENTRATE LINE AFTER
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1115 South Court Street
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334. 263. 5162 www.sslarch.com
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Architects & Interior Designers
1115 South Court Street
Montgomery, AL 36104
334. 263. 5162 www.sslarch.com
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Architects & Interior Designers
1115 South Court Street
Montgomery, AL 36104
334. 263. 5162 www.sslarch.com
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Architects & Interior Designers
1115 South Court Street
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334. 263. 5162 www.sslarch.com
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Architects & Interior Designers
1115 South Court Street
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334. 263. 5162 www.sslarch.com
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D. COLEMAN
D. BAGWELL
Architects & Interior Designers www.sslarch.com
Architects & Interior Designers
1115 South Court Street
Montgomery, AL 36104
334. 263. 5162 www.sslarch.com
20 JANUARY 2020
BAGWELL ENGINEERING, INC
Job Number:
216 E. Government St.
Pensacola, FL 32502
Phone: (850) 462-8040
AL Authorization No. 4901
AL PE No. 33694
Be 17-073
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AutoCAD SHX Text 360%%D CEILING MOUNTED OCCUPANCY SENSOR; DUAL TECHNOLOGY WITH INFRARED AND ULTRASONIC
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%%UMOTION SENSORS (INSTALL PER MANUFACTURERS RECOMMENDATIONS)
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PROVIDE WITH POWER PACK AS REQUIRED.
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%%UCEILING OUTLETS
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RECESSED 2' X 4' LED DIRECT/INDIRECT FIXTURE MARK "A"
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RECESSED 2' X 4' LED DIRECT/INDIRECT FIXTURE WITH EMERGENCY UNIT BATTERY PACK
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%%UBRANCH CIRCUITING
AutoCAD SHX Text ANY CIRCUIT WITHOUT FURTHER IDENTIFICATION INDICATES 2#12, 1#12 GROUND - 1/2" C; 3 #12, 1 #12 GROUND - 1/2" C; 4 #12, 1 #12 GROUND - 1/2" C; ETC. AS PER NEC. LETTERS AND NUMERALS INDICATE PANEL AND CIRCUIT NUMBER
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1. ENTIRE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST ACCEPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL ENTIRE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST ACCEPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL UFC, ETL, AND AFI'S. 2. ALL ELECTRICAL WORK AND MATERIALS USED IN THIS PROJECT SHALL BE NEW, UNDERWRITERS' LABORITORIES (UL) LISTED AND LABELED, AND ALL ELECTRICAL WORK AND MATERIALS USED IN THIS PROJECT SHALL BE NEW, UNDERWRITERS' LABORITORIES (UL) LISTED AND LABELED, AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 3. CONDUIT ROUTINGS AND DEVICE/EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTOR SHALL FIELD ROUTE AND LOCATE AS CONDUIT ROUTINGS AND DEVICE/EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTOR SHALL FIELD ROUTE AND LOCATE AS REQUIRED. CONDUIT ROUTINGS SHALL BE PARALLEL OR PERPENDICULAR TO BUILDING LINES. COORDINATE CONDUIT ROUTING WITH EXISTING BUILDING COMPONENTS SCHEDULED TO REMAIN. UNLESS APPROVED OTHERWISE BY THE GOVERNMENT, ALL NEW CONDUITS SHALL BE HELD TIGHT TO THE UNDERSIDE OF THE FLOOR/ROOF STRUCTURE OF THE ROOM IN WHICH THEY ARE LOCATED. 4. THE CONDUIT SYSTEMS UTILIZED SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: THE CONDUIT SYSTEMS UTILIZED SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: A) BELOW GRADE - PVC SCHEDULE 40. B) TRANSITIONS FROM BELOW GRADE (WHICH SHALL INCLUDE A "RSC" FACTORY 90 DEGREE ELBOW) TO ABOVE GRADE AND/OR THRU SLAB - RIGID GALVANIZED STEEL (RGS). C) INTERIOR OF BUILDING CONDUITS LESS THAN 2" IN DIAMETER (ID) - ELECTRIC METALLIC TUBING (EMT) UNLESS NOTED OTHERWISE. D) INTERIOR OF BUILDING CONDUITS 2" IN DIAMETER (ID) OR GREATER - RIGID STEEL CONDUIT (RSC) UNLESS NOTED OTHERWISE. E) EXTERIOR OF BUILDING EXPOSED ABOVE FINISHED GRADE - RIGID GALVANIZED STEEL CONDUIT (RGS) UNLESS NOTED OTHERWISE. F) FINAL 36" OF CONDUIT CONNECTED TO MOTORS AND DRY TYPE TRANSFORMERS - LIQUIDTIGHT FLEXIBLE CONDUIT (LFMC). 5. NEW CONDUITS RUN UNDERGROUND SHALL HAVE A MINIMUM BURIAL DEPTH OF 36" UNLESS NOTED OTHERWISE. NEW CONDUITS RUN UNDERGROUND SHALL HAVE A MINIMUM BURIAL DEPTH OF 36" UNLESS NOTED OTHERWISE. 6. NEW CONDUITS LEAVING OR ENTERING BUILDING SHALL BE SEALED PER N.E.C. TO PREVENT ENTRANCE OF MOISTURE. NEW CONDUITS LEAVING OR ENTERING BUILDING SHALL BE SEALED PER N.E.C. TO PREVENT ENTRANCE OF MOISTURE. 7. PAINT ALL NEW EXPOSED SURFACE RUN CONDUITS TO MATCH COLOR OF SURFACE UPON WHICH THEY ARE PLACED. PAINT ALL NEW EXPOSED SURFACE RUN CONDUITS TO MATCH COLOR OF SURFACE UPON WHICH THEY ARE PLACED. 8. COORDINATE LOCATIONS OF ALL NEW ELECTRICAL EQUIPMENT, DEVICES, OUTLETS, ETC., WITH EXISTING LIGHTING FIXTURES, MECHANICAL DIFFUSERS, COORDINATE LOCATIONS OF ALL NEW ELECTRICAL EQUIPMENT, DEVICES, OUTLETS, ETC., WITH EXISTING LIGHTING FIXTURES, MECHANICAL DIFFUSERS, PUBLIC ADDRESS SPEAKERS, ETC. PRIOR TO ROUGH-IN WORK. 9. WHERE CONFLICTS OCCUR ON ELECTRICAL DRAWINGS BETWEEN DRAWINGS, SPECIFICATIONS AND CODES, THE MOST STRINGENT REQUIREMENT THAT WHERE CONFLICTS OCCUR ON ELECTRICAL DRAWINGS BETWEEN DRAWINGS, SPECIFICATIONS AND CODES, THE MOST STRINGENT REQUIREMENT THAT APPLIES SHALL BE ADHERED TO. 10. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL IMMEDIATELY NOTIFY THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL IMMEDIATELY NOTIFY THE GOVERNMENT OF ANY DISCREPANCIES. FAILURE TO DO SO INDICATES THAT THE CONTRACTOR ACCEPTS THE CONDITIONS AS THEY EXIST AND SHALL PERFORM THE WORK AS SHOWN AND SPECIFIED. 11. WHERE ITEMS ON ELECTRICAL DEMOLITION DRAWINGS ARE SHOWN TO BE REMOVED, REMOVAL SHALL INCLUDE WIRING AND CONDUIT (WHERE WHERE ITEMS ON ELECTRICAL DEMOLITION DRAWINGS ARE SHOWN TO BE REMOVED, REMOVAL SHALL INCLUDE WIRING AND CONDUIT (WHERE ACCESSIBLE) BACK TO PANELBOARD FROM WHICH WIRING AND CONDUIT ORIGINATED. HOWEVER, IF REMOVAL OF WIRING AND CONDUIT BACK TO PANELBOARD WOULD RESULT IN AN ELECTRICAL ITEM OR ITEMS BEING DISCONNECTED, WHICH IS NOT SCHEDULED FOR REMOVAL, THAN THE WIRING AND CONDUIT REMOVAL SHALL NOT BE LIMITED TO ITEMS BEING REMOVED, AND CIRCUIT SHALL BE MODIFIED AS REQUIRED TO MAINTAIN POWER TO ITEMS ON SAME CIRCUIT WHICH ARE NOT SCHEDULED FOR REMOVAL. ABOVE NOTE REQUIREMENT FOR MODIFICATION OF CIRCUIT OR CIRCUITS SHALL INCLUDE ALL REQUIRED MATERIAL AND LABOR. ALL EXISTING DEVICES TO REMAIN OR BE RELOCATED SHALL BE EXAMINED PRIOR TO REUSE. 12. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. REFER TO MECHANICAL, PLUMBING AND FIRE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. REFER TO MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS DRAWINGS FOR EXACT LOCATION AND SIZE OF EQUIPMENT WHICH ARE PROVIDED BY OTHERS AND CONNECTED BY ELECTRICAL. 13. ALL NEW SWITCHES SHALL BE WHITE, UNLESS NOTED OTHERWISE. ALL COVER PLATES SHALL BE 302 STAINLESS STEEL. ALL NEW SWITCHES SHALL BE WHITE, UNLESS NOTED OTHERWISE. ALL COVER PLATES SHALL BE 302 STAINLESS STEEL. 14. ALL NEW PANELBOARDS AND SAFETY SWITCH DISCONNECTS SHALL BE FURNISHED WITH LAMINATED PLASTIC NAMEPLATES. NAMEPLATES SHALL BE ALL NEW PANELBOARDS AND SAFETY SWITCH DISCONNECTS SHALL BE FURNISHED WITH LAMINATED PLASTIC NAMEPLATES. NAMEPLATES SHALL BE MELAMINE PLASTIC, 0.125" THICK, WHITE WITH BLACK CENTER CORE. SURFACE SHALL BE MATTE FINISHED. CORNERS SHALL BE SQUARE. ACCURATELY ALIGN LETTERING AND ENGRAVE INTO THE CORE. MINIMUM SIZE OF NAMEPLATES SHALL BE 1" X 2 1/2". LETTERING SHALL BE A MINIMUM OF .25" HIGH, NORMAL BLOCK STYLE. FASTEN NAMEPLATES WITH A MINIMUM OF TWO SHEET-METAL SCREWS OR TWO RIVETS, PER NAMEPLATE. 15. WORKING SPACE OF 36" FOR 208/120 VOLT SYSTEMS AND 42" FOR 480/277 VOLT SYSTEMS SHALL BE MAINTAINED IN FRONT OF ALL WORKING SPACE OF 36" FOR 208/120 VOLT SYSTEMS AND 42" FOR 480/277 VOLT SYSTEMS SHALL BE MAINTAINED IN FRONT OF ALL ELECTRICAL PANELS AND DEVICES. 16. NEW SAFETY SWITCH DISCONNECTS SHALL BE MOUNTED AT 48" A.F.F. TO CENTER AND SHALL HAVE 3'-0" MIN. OF WORKING SPACE IN FRONT OF NEW SAFETY SWITCH DISCONNECTS SHALL BE MOUNTED AT 48" A.F.F. TO CENTER AND SHALL HAVE 3'-0" MIN. OF WORKING SPACE IN FRONT OF DISCONNECT; COORDINATE WITH MECHANICAL CONTRACTOR AND EQUIPMENT LOCATIONS. 17. FINAL CONDUIT CONNECTIONS TO ALL MECHANICAL EQUIPMENT AND FIRE PUMPS SHALL USE LIQUID TIGHT FLEXIBLE METAL CONDUIT. FINAL CONDUIT CONNECTIONS TO ALL MECHANICAL EQUIPMENT AND FIRE PUMPS SHALL USE LIQUID TIGHT FLEXIBLE METAL CONDUIT. 18. ALL NEW PANELBOARDS, MAIN BREAKER WHERE STIPULATED, SHALL NOT BE ALLOWED IN BRANCH BREAKER SPACES, MAIN BREAKER WILL ONLY BE ALL NEW PANELBOARDS, MAIN BREAKER WHERE STIPULATED, SHALL NOT BE ALLOWED IN BRANCH BREAKER SPACES, MAIN BREAKER WILL ONLY BE PERMITTED ABOVE OR BELOW THE BRANCH BREAKER AREA. 19. BUSBARS ARE TO BE PROVIDED FOR ALL POLES INDICATED ON PANEL SCHEDULE, REGARDLESS OF WHETHER POLES ARE SHOWN WITH CIRCUIT BUSBARS ARE TO BE PROVIDED FOR ALL POLES INDICATED ON PANEL SCHEDULE, REGARDLESS OF WHETHER POLES ARE SHOWN WITH CIRCUIT BREAKERS OR "SPACE ONLY". 20. USE OF SERIES RATED CIRCUIT BREAKERS IS NOT ALLOWED. USE OF SERIES RATED CIRCUIT BREAKERS IS NOT ALLOWED. 21. USE OF PLUG-IN CIRCUIT BREAKERS IS NOT ALLOWED. USE OF PLUG-IN CIRCUIT BREAKERS IS NOT ALLOWED. 22. ALL NEW PANELBOARDS SHALL BE FURNISHED WITH DOOR-IN-DOOR CONSTRUCTION. ALL NEW PANELBOARDS SHALL BE FURNISHED WITH DOOR-IN-DOOR CONSTRUCTION. 23. PROVIDE A NEW TYPED PANELBOARD DIRECTORY FOR ALL NEW ELECTRICAL PANELBOARDS AND EXISTING ELECTRICAL PANELBOARDS BEING MODIFIED PROVIDE A NEW TYPED PANELBOARD DIRECTORY FOR ALL NEW ELECTRICAL PANELBOARDS AND EXISTING ELECTRICAL PANELBOARDS BEING MODIFIED BY THIS CONTRACT. MOUNT IN HOLDER BEHIND A TRANSPARENT PROTECTIVE COVERING. PANELBOARD DIRECTORIES SHALL INDICATE SOURCE OF FEEDER TO PANELBOARD (I.E.: PANEL "UEPH-4" FED FROM PANEL "DPT5"). HANDWRITTEN PANELBOARD DIRECTORIES IS UNACCEPTABLE. 24. PROVIDE POWER TO ALL FIRE ALARM/FOAM SUPPRESSION CONTROL PANELS, TEXT SIGN CONTROLLER, TRANSCEIVER AND ASSOCIATED EQUIPMENT PROVIDE POWER TO ALL FIRE ALARM/FOAM SUPPRESSION CONTROL PANELS, TEXT SIGN CONTROLLER, TRANSCEIVER AND ASSOCIATED EQUIPMENT FROM THE DEDICATED EMERGENCY POWER PANEL REFER TO 'FP' SHEETS FOR EQUIPMENT LOCATIONS AND ADDITIONAL INFORMATION.
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%%UPANELS AND POWER
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120/208 VOLT PANELBOARD 277/480 VOLT PANELBOARD
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LA-1
FIRE ALARM (FACU)/MNS/RSFACU SURGE SUPPRESSION NOTE: PROVIDE SURGE PROTECTION DEVICES (SPD) ON ALL 120V AC CIRCUITS TO CONTROL PANELS, SUBPANELS, TRANSMITTERS, AMPLIFIER PANELS, AND BOOSTER PANELS. THIS SHALL INCLUDE THE RSFACU SYSTEM AND PANELS. SPD MUST HAVE BOTH A UL 1449 AND UL 1283 LISTING AND MUST BE LOCATED IN AN ADJACENT HINGED TERMINAL BOX.
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D. COLEMAN
D. BAGWELL
Architects & Interior Designers www.sslarch.com
Architects & Interior Designers
1115 South Court Street
Montgomery, AL 36104
334. 263. 5162 www.sslarch.com
20 JANUARY 2020
BAGWELL ENGINEERING, INC
Job Number:
216 E. Government St.
Pensacola, FL 32502
Phone: (850) 462-8040
AL Authorization No. 4901
AL PE No. 33694
Be 17-073
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AutoCAD SHX Text No. 33694
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