BRKR162323 Type B3 Drawings Signed.pdf
PDF 8 MB Posted
- Solicitation number
- W50S6M-20-B-0001
About this file
This solicitation requests services to repair the fire suppression systems at Buildings 135 and 138 at Birmingham, Alabama. The project will replace the existing Aqueous Film Forming Foam system with a High Expansion Foam system, address life safety and code deficiencies, upgrade the water supply system, and replace necessary valves, pumps and control systems to ensure a fully functional High Expansion Foam fire suppression system. The project will also dispose of Aqueous Film Forming Foam products and equipment in accordance with applicable codes and laws. The solicitation was issued by the Department of the Army Alabama Army National Guard on 20 January 2020 for the repair of the fire suppression systems at the specified buildings in accordance with the plans and specifications dated 20 January 2020.
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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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BRKR162323/SSL17070
20 JANUARY 2020
DCD
F. BRADLEY/FEL/DCDDRAWING INDEX
SHEET NO. SHEET NAME
08 ELECTRICAL
E-001 ELECTRICAL LEGEND AND GENERAL NOTES
E-002 LIGHTING SCHEDULE AND DETAILS
E-003 FIRE ALARM DETAILS BUIDLING 138
E-004 FIRE ALARM DETAILS BUILDING 138
E-100 NEW WORK ELECTRICAL PLAN FIRE PUMP BUILDING
E-101 NEW WORK HANAGAR 138 POWER PLAN
09 FIRE ALARM SITE
FAS-1 NEW WORK FIRE ALARM SITE PLAN
10 FIRE ALARM
FA-001 FIRE ALARM LEGEND AND GENERAL NOTES BUILDING 138
FA-002 FIRE ALARM DETAILS BUILDING 138
FA-003 FIRE ALARM DETAILS BUILDING 138
FA-004 FIRE ALARM/MASS NOTIFICATION MATRIX BUILDING 138
FA-005 FIRE ALARM/MASS NOTIFICATION RISER BUILDING 138
FA-100 FIRE ALARM DEMOLITION PLAN BUILDING 138
FA-200 NEW WORK FIRE ALARM MASS NOTIFICATION BUILDING 138
FA-201 NEW WORK FIRE ALARM BUILDING 137
DRAWING INDEX
SHEET NO. SHEET NAME
05 FIRE PROTECTION
FP001 FIRE PROTECTION LEGEND AND ABBREVIATIONS
FP100 FIRE PROTECTION SITE PLAN
FP101 FIRE PROTECTION PLAN - OVERALL DEMO
FP102 FIRE PROTECTION PLAN - BUILDING 136 PUMP HOUSE DEMO
FP110 FIRE PROTECTION PLAN - OVERALL NEW WORK
FP111 FIRE PROTECTION PLAN - PUMP HOUSE NEW WORK
FP112 FIRE PROTECTION PLAN - OPTICAL DETECTION
FP401 FIRE PROTECTION RISER PLAN
FP501 FIRE PROTECTION DETAILS
FP601 FIRE SUPPRESSION SCHEDULE
FP701 FIRE SUPPRESSION CONTROLS -1
FP702 FIRES SUPPRESSION CONTROLS - 2
06 MECHANICAL
MP110 MECHANICAL PLAN - BUILDING 136 - NEW WORK
MP111 MECHANICAL PLAN FIRE PROTECTION EQUIPMENT ROOM
07 ELECTRICAL SITE
ES-1 ELECTRICAL SITE PLAN
ES-2 ELECTRICAL SITE DETAILS
ES-3 ELECTRICAL SITE DETAILS
DRAWING INDEX
SHEET NO. SHEET NAME
00 TITLE
T1.0 TITLE SHEET & DRAWING INDEX
01 LIFE SAFETY
LS-1 LIFE SAFETY PLAN - BUILDING 138
LS-2 LIFE SAFETY CODE CALCULATIONS/NOTES
LS-3 LIFE SAFTEY CODE CALCULATIONS
02 CIVIL
C1.0 SITE DEMOLITION PLAN
C2.0 SITE PLAN
C3.0 SITE DETAILS
03 ARCHITECTURAL
A2.1 PUMP HOUSE PLAN
A2.2 PUMP HOUSE ROOF PLAN AND SECTION
A2.3 GROUND FLOOR PLAN - BUILDING 138
A2.4 DOOR SCHEDULES & DETAILS
A2.5 DETAILS
A2.6 REFLECTED CEILING PLAN
04 STRUCTURAL
S0.1 GENERAL NOTES & TYPICAL DETAILS
S1.1 FOUNDATION& ROOF FRAMING PLANS
Approvals:
Title: Signature: Date:
Base Commander
Base Civil Engineer
Base Project Engineer
Bio Environmental Eng.
Safety
Security Police
Base Communications
Fire Chief
Using Agent
Repair Fire Suppression, Hangar Building 138
TYPE B-3 (100%)SUBMITTAL
BRKR162323
Birmingham IAP (ANG), AL
Option #3
Schedule of Bid Options:
NA
Option #2 NA
Option #1 NA
Option #4 NA
Option #5 NA
Architect:
Design Team:
Plumbing, Mechanical, & Fire Protection:
Consulting Engineers:
Electrical:
Structural:
975 SF
CONTROL
ROOM
M107
700 SF
CLASSROOM
M108
307 SF
CORRIDOR
M109
1124 SF
READY ROOM
M118
674 SF
MEN
M119
133 SF
CHIEF
M114
133 SF
CHIEF
M112
59 SF
CLOS.
M111
60 SF
CLOS.
M113
41 SF
CLOS.
M115
257 SF
WOMEN
M121
995 SF
TOOL ROOM
M124
17247 SF
MAINTENANCE
HANGAR
M101
1053 SF
MECHANICAL
M106
213 SF
ELECTRICAL
M105
100 SF
COMM
M104
1064 SF
STORAGE
M103
6 SF
CLOSET
M123
26 SF
VESTIBULE
M120
14 SF
COMM
M117
CONVERT
EXISTING DOOR
INTO AN EXIT PER
UFC 4-211-01,
SECTION3-3.1.9
NEW DOOR TO PROVIDE EXIT
FROM HANGAR PER UFC
4-211-01, SECTION 3-3.1.9
CONVERT EXISTING DOOR
INTO AN EXIT PER UFC
4-211-01, SECTION3-3.1.9
NEW DOOR TO PROVIDE
EXIT FROM HANGAR PER
UFC 4-211-01, SECTION
3-3.1.9
131 SF
OIC OFFICE
M110
30 SF
JANITOR
M116COMMON PATH OF EGRESS TRAVEL (65'9")
M115
M116
M109
M108
M107
M106
M144
M110
M111
M102
M105
M103
M104
M113
M114
M118
M120
M119 M122
M123
M124
M121 M125
M126 M127
M128
M131 M129
M130
M132
M133 M134
M136
M135
M142
M137
M140M101
M112
M117
NEW ONE HOUR RATED
WALL TO PROVIDE
DEDICATED FIRE
PROTECTION EQUIPMENT
ROOM PER UFC 4-211-01,
SECTION 3-6.7
270 SF
FS EQUIP
ROOM
M125
M145
M143
NEW DOOR FOR EXTERIOR
ACCESS TO FIRE
PROTECTION EQUIPMENT
ROOM
M146
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 ONE 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 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 A2.4 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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BRKR162323/SSL17070
20 JANUARY 2020
DCD
F. BRADLEY/FEL/DCD
3/32" = 1'-0"LS-1
1 LIFE SAFETY CODE PLAN - BULDING 138
Building 138 Life Safety Analysis Date: 4 December 2017
BRKR 162323/SSL 1707
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 28,351 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 Construction Type IIB requires 0 hour rating on all building elements UFC 4‐211‐01 3‐3.1.2 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 Provide new CMU walls to enclose the fire protection equipment room.
UFC 4‐211‐01 3‐7.1 Hazardous Locations Yes Classify room M103 and M124 as Class I, Division 2 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 systems 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 Will Comply Add exterior door in Ready Room M118 to reduce common path of egress from rooms M119 and M121
0Ft For High Hazard Areas Will Comply Add new egress door to room M103.
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 inches Yes
6.11 Maximum Slope of Ramp 7.2.5.3(b) 1 in 8 0.079 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 Provide new exit through rooms M103 and M124
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 Provide new exit through rooms M103 and M124 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 Yes
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 Provide panic hardware at doors M102 and M134 that are being converted to exits
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 signs 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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BRKR162323/SSL17070
20 JANUARY 2020
DCD
F. BRADLEY/FEL/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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BRKR162323/SSL17070
20 JANUARY 2020
DCD
F. BRADLEY/FEL/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
M125 FS EQUIP ROOM 270 SF
M126 VESTIBULE 26 SF
M106 MECHANICAL ACCESSORY STORAGE 1053 SF 300 SF 4 1 0.2 1
M105 ELECTRICAL ACCESSORY STORAGE 213 SF 300 SF 1 1 0.2 1
M104 COMM ACCESSORY STORAGE 100 SF 300 SF 1 1 0.2 1
M107 CONTROL ROOM BUSINESS 975 SF 100 SF 10 1 0.2 2
M108 CLASSROOM BUSINESS 700 SF 100 SF 7 1 0.2 2
M109 CORRIDOR BUSINESS 307 SF 100 SF 4 1 0.2 1
M118 READY ROOM BUSINESS 1124 SF 100 SF 12 1 0.2 3
M119 MEN BUSINESS 674 SF 100 SF 7 1 0.2 2
M114 CHIEF BUSINESS 133 SF 100 SF 2 1 0.2 1
M112 CHIEF BUSINESS 133 SF 100 SF 2 1 0.2 1
M111 CLOS. BUSINESS 59 SF 100 SF 1 1 0.2 1
M113 CLOS. BUSINESS 60 SF 100 SF 1 1 0.2 1
M115 CLOS. BUSINESS 41 SF 100 SF 1 1 0.2 1
M121 WOMEN BUSINESS 257 SF 100 SF 3 1 0.2 1
M120 VESTIBULE BUSINESS 26 SF 100 SF 1 1 0.2 1
M117 COMM BUSINESS 14 SF 100 SF 1 1 0.2 1
M110 OIC OFFICE BUSINESS 131 SF 100 SF 2 1 0.2 1
M116 JANITOR BUSINESS 30 SF 100 SF 1 1 0.2 1
M101 MAINTENANCE
HANGAR
STORAGE (HIGH HAZARD) 17247 SF 500 SF 35 1 0.4 14 ADDITIONAL EXITS REQUIRED
PER UFC 4-211-01 SECTION
3-3.1.9
M124 TOOL ROOM STORAGE (ORDINARY
HAZARD)
995 SF 500 SF 2 1 0.2 1
M103 STORAGE STORAGE (ORDINARY
HAZARD)
1064 SF 500 SF 3 1 0.2 1
M123 CLOSET STORAGE (ORDINARY
HAZARD)
6 SF 500 SF 1 1 0.2 1
EXISTING WALLS
TO REMAIN
NEW CMU/BRICK
VENEER WALLS
NEW DOOR
OSF OF EXISTING
BRICK/BLOCK WALL
7' - 8"
A2.2
EXISTING SLAB
TO REMAIN
NEW 4"
CONCRETE SLAB
A2.1
A2.1
A2.1
A2.1
EXISTING CMU &
BRICK WALL TO BE
DEMOLISHED
EXISTING WALL TO
REMAIN
EXISTING ROLL UP
DOOR TO REMAIN
EXISTING BRICK VENEER
WALL TO REMAIN
NEW BRICK/CMU WALL
ASSEMBLY
DOWNSPOUTS
NEW BRICK/CMU
WALL ASSEMBLY
EXISTING ROLL UP
DOOR TO REMAIN
EXISTING BRICK
VENEER WALL TO
REMAIN
NEW DOWNSPOUTS
NEW BRICK/CMU
WALL ASSEMBLY
NEW DOWNSPOUTS
NEW BRICK/CMU
WALL ASSEMBLY
NEW DOWNSPOUTS
RIDGE CAP TYPICAL
HIP CAP TYP.
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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BRKR162323/SSL17070
20 JANUARY 2020
DCD
F. BRADLEY/FEL/DCD
1/4" = 1'-0"A2.1
2 NEW PUMP HOUSE PLAN
1/4" = 1'-0"A2.1
1 PUMP HOUSE DEMOLITION PLAN
1/8" = 1'-0"A2.1
3 SOUTHWEST ELEVATION
1/8" = 1'-0"A2.1
4 SOUTHEAST ELEVATION
1/8" = 1'-0"A2.1
5 NORTHEAST ELEVATION
1/8" = 1'-0"A2.1
6 NORTHWEST ELEVATION
STANDING SEAM METAL ROOF
SELF ADHERED ROOF UNDERLAYMENT
RIGID INSULATION (4")
METAL ROOF DECK
COLD FORMED METAL TRUSSES
GUTTER
P.T. WOOD BLOCKING
SHEETMETAL FASCIA
CONTINUOUS CLEAT
SEALANT
METAL CLOSURE TRIM
P.T. PLYWOOD
METAL SOFFIT PANEL
METAL CLOSURE TRIM AND SEALANT
FACE BRICK
8" CMU
POROUS FILL
RIGID INSLUATION (2")
SHEET MEMBRANE
WATERPROOFING,
PROTECTION
BOARD, DRAINAGE
PANEL
PERFORATED PIPE -
SEE CIVIL
CONCRETE FOOTING -
SEE STRUCTURAL
S
EE
S
TR
U C
TU
R A L
S
TR
U C
TU
RA
L
S
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1' - 8"
0' - 8"
SOLID GROUT BELOW GRADE
DAMPPROOFING
STRUCTURAL
SEE
A2.2
RIGID INSULATION
GROUT FILL BELOW GRADE
POROUS FILL
VAPOR BARRIER
AIR SPACE
MORTAR NET
A2.5 3 Sim
CONCRETE FILL CMU BELOW
GRADE AND PER STRUCTURAL
.050 MILLFIN. ALUM RECEIVER
.050 MILLFIN. ALUM COUNTER FLASHING
A2.2
DOWNSPOUTS
DOWNSPOUTS
DOWNSPOUTS
DOWNSPOUTS
4" / 1'-0"
4" / 1'-0"
4" / 1
'-0
4" / 1
'-0
" OSF OF BRICK BELOW
GUTTER
STANDING SEAM METAL
ROOF PANELS
0' - 5"
/2
P.T. WOOD BLOCKING
DAMPPROOFING
SHEET METAL FASCIA
CONTINUOUS CLEET
SEALANT & BACKER ROD (3/8" MIN)
METAL CLOSURE TRIM
GUTTER (SEE SPECS)
GUTTER STRAP
METAL EDGE ANGLE (SEE STRUCTURAL)
METAL DECK (SEE STRUCTURAL)
SELF ADHERED ROOF UNDERLAYMENT
STANDING SEAM METAL ROOF
1' - 8"
METAL SOFFIT PANEL
DAMPPROOFING
P.T. PLYWOOD
METAL CLOSURE TRIM
SEALANT & BACKER ROD (3/8" MIN)
WEEP
BOND BEAM (SEE STRUCTURAL)
STANDARD BRICK
AIR SPACE
RIGID INSULATION
DAMPPROOFING
CMU
RIGID INSULATION
SEE STRUCTURAL
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
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BRKR162323/SSL17070
20 JANUARY 2020
DCD
F. BRADLEY/FEL/DCD
1 1/2" = 1'-0"A2.2
2 TYPICAL WALL SECTION
1/4" = 1'-0"A2.2
1 ROOF PLAN
1 1/2" = 1'-0"A2.2
3 EAVE DET AIL
975 SF
CONTROL
ROOM
M107
700 SF
CLASSROOM
M108
307 SF
CORRIDOR
M109
1124 SF
READY ROOM
M118
674 SF
MEN
M119
133 SF
CHIEF
M114
133 SF
CHIEF
M112
59 SF
CLOS.
M111
60 SF
CLOS.
M113
41 SF
CLOS.
M115
257 SF
WOMEN
M121
995 SF
TOOL ROOM
M124
17247 SF
MAINTENANCE
HANGAR
M101
1053 SF
MECHANICAL
M106
213 SF
ELECTRICAL
M105
100 SF
COMM
M104
1064 SF
STORAGE
M103
6 SF
CLOSET
M123
26 SF
VESTIBULE
M120
14 SF
COMM
M117
131 SF
OIC OFFICE
M110
30 SF
JANITOR
M116
M115
M116
M109
M108
M107
M106
M144
M110
M111
M102
M105
M103
M104
M113
M114
M118
M120
M119 M122
M123
M124
M121 M125
M126 M127
M128
M131
M129
M130
M132
M133 M134
M136
M135
M142
M137
M140M101
M112
M117
270 SF
FS EQUIP
ROOM
M125
M145
M143
A2.5
Sim
A2.5
Sim
A2.5
Sim
M146
26 SF
VESTIBULE
M126
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
PAINT BOTH SIDES OF NEW CMU WALLS PER
SPECIFICATION SECTION 09 90001
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.
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 A2.6
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
A2.3
G
RO
U N
D F
LO
O
R
PL
A N
BU
IL
D
IN
G
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PA
IR
F
IR
E
S U
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SS
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A R, B U
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, A L
BRKR162323/SSL17070
20 JANUARY 2020
DCD
F. BRADLEY/FEL/DCD
3/32" = 1'-0"A2.3
1 GROUND FLOOR PLAN - BULDING 138
ROOM FINISH SCHEDULE
NUMBER ROOM NAME
FLOOR
FINISH
WALL CEILING
DOOR
FINISH
BASE
FINISH
WALL
MATERIAL
WALL
FINISH
CEILING
MATERIAL
CEILING
FINISH
REFLECTED CEILING PLAN
M107 CONTROL ROOM ETR ETR ETR ETR ACT 1
M108 CLASSROOM ETR ETR ETR ETR ACT 1
M109 CORRIDOR ETR ETR ETR ETR ACT 1
M110 OIC OFFICE ETR ETR ETR ETR ACT 1
M112 CHIEF ETR ETR ETR ETR ACT 1
M114 CHIEF ETR ETR ETR ETR ACT 1
M116 JANITOR ETR ETR ETR ETR ACT 1
M118 READY ROOM ETR ETR ETR ETR ACT 1
M119 MEN ETR ETR ETR ETR ACT 1
M120 VESTIBULE ETR ETR ETR ETR ACT 1
M121 WOMEN ETR ETR ETR ETR ACT 1
M125 FS EQUIP ROOM ETR - CMU/ETR PAINT GWB PAINT PAINT
M126 VESTIBULE ETR ETR ETR ETR ACT 1
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
ED
U
LE
H
EI
G H T
0' - 2"
SEE DOOR SCH.
WIDTH X 2
0' - 2"
HOLLOW METAL
DOOR FRAME
F2
FIELD PAINT ALL NEW DOORS AND FRAMES PER SECTION 09 9000
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 FLASING 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
NEW 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 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. 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
RIGID INSULATION
DAMPPROOFING
THRU WALL FLASHING
WEEP
SEALANT BACKER ROD
GROUT FILL FRAME (TYP)
P.T. WOOD BLOCKING
AS REQUIRED
(0.17M)
0' - 6 3/4"
(0.08M) 0' - 3"
Se e
Fr am e Sc he du le
DOOR - SEE DOOR
SCHEDULE
TERMINATION BAR
AND SEALANT
STEEL LINTEL
SHIM AS REQUIRED
LINTEL - SEE STRUCTURAL
DOOR FRAME - SEE
FRAME SCHEDULE
3/ 8"
M
IN
MORTAR NET
STANDARD BRICK
(0.08M) 0' - 3" (0.17M)
0' - 6 3/4"
GROUT FILL
SEE DOOR SCHEDULE
BACKER ROD AND
SEALANT
3/ 8"
M
IN
Se e Fr am e
Sc he du le
JAMB ANCHORS
(3 EACH SIDE)
REINFORCE JAMB -
SEE STRUCTURAL
PROVIDE RADIUS CMU
BLOCK AT ALL JAMBS
EXCEPT BOTTOM COURSE -
PROVIDE SQUARE BLOCK
AT BOTTOM COURSE -
TYPICAL
BACKER ROD AND
SEALANT
STANDARD BRICK
AIRSPACE
RIGID INSULATION
DAMPPROOFING
CMU WALL
Se e
Fr am e Sc he du le
CMU BOND BEAM - SEE STRUCTURAL
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 REINFORCEMENT
VERIFY
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 O
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SC
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BRKR162323/SSL17070
20 JANUARY 2020
DCD
F. BRADLEY/FEL/DCD
EXISTING DOOR SCHEDULE
Key Name WIDTH HEIGHT
REQUIRED
RATING NOTES
M101 ETR ETR
M102 ETR ETR 45 MIN EXISTING OPENNG TO REMAIN. SEE DOOR HARDWARE SPECIFICATION FOR REQUIRED
MODIFICATIONS TO EXISTING DOOR HARDWARE. PROVIDE TACTILE EXIT SIGN PER NFPA 101
SECTION 7.10.1.3.
M103 ETR ETR
M104 ETR ETR
M105 ETR ETR 45 MIN
M106 ETR ETR
M107 ETR ETR
M108 ETR ETR
M109 ETR ETR
M110 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3
M111 ETR ETR
M112 ETR ETR 45 MIN PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3
M113 ETR ETR
M114 ETR ETR
M115 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3
M116 ETR ETR 45 MIN EXISTING OPENING TO REMAIN. SEE DOOR HARDWARE SPECIFICATION FOR REQUIRED
MODIFICATIONS TO EXISTING DOOR HARDWARE. PROVIDE TACTILE EXIT SIGN PER NFPA 101
SECTION 7.10.1.3.
M117 ETR ETR
M118 ETR ETR
M119 ETR ETR
M120 ETR ETR
M121 ETR ETR
M122 ETR ETR
M123 ETR ETR
M125 ETR ETR
M126 ETR ETR PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3
M127 ETR ETR 45 MIN PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3
M128 ETR ETR PROVIDE "NO EXIT" SIGN PER NFPA 101 SECTION 7.10.8.3
M129 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3.
M130 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3. PROVIDE "NO EXIT" SIGN PER NFPA
101 SECTION 7.10.8.3
M131 ETR ETR PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3
M132 ETR ETR
M133 ETR ETR 45 MIN
M134 ETR ETR 45 MIN EXISTING OPENING TO REMAIN. SEE DOOR HARDWARE SPECIFICATION FOR REQUIRED
MODIFICATIONS TO EXISTING DOOR HARDWARE. PROVIDE TACTILE EXIT SIGN PER NFPA 101
SECTION 7.10.1.3.
M135 ETR ETR
M136 ETR ETR
M137 ETR ETR
M140 ETR ETR
DOOR, OPENING & FRAME SCHEDULE - NEW DOORS
DOOR NO.
DOOR
WIDTH
DOOR
HEIGHT
DOOR
THICKNESS LEAVES
DOOR
TYPE
FRAME
TYPE
FIRE
RATING
HEAD
DETAIL JAMB DETAIL SILL DETAIL COMMENTS
101 3' - 0" 7' - 0" 0' - 1 3/4" 2 D1 F2 4/A2.4 5/2.4 M142 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1 F1 1/A2.4 2/A2.4 PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3.
M143 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1 F1 1/A2.4 2/A2.4 PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3.
M144 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1 F1 1/A2.4 2/A2.4 PROVIDE TACTILE EXIT SIGN PER NFPA 101 SECTION 7.10.1.3.
M145 3' - 0" 7' - 0" 0' - 1 3/4" 2 D1 F1 45 MIN 3/A2.4 3/A2.4 SIM
M146 3' - 0" 7' - 0" 0' - 1 3/4" 1 D1
1 1/2" = 1'-0"A2.4
1 EXTERIOR DOOR HEAD DETAIL
1 1/2" = 1'-0"A2.4
2 EXTERIOR DOOR JAMB DETAIL
1 1/2" = 1'-0"A2.4
4 NEW EXTERIOR DOOR DETAIL
1 1/2" = 1'-0"A2.4
5 NEW EXTERIOR DOOR JAMB DETAIL
1 1/2" = 1'-0"A2.4
3 INTERIOR CMU DOOR DETAIL
TOP OF EXISTING SLAB
6" 24 GAGE STEEL STUD
FRAMING AT 12" O.C.
3/4" FIRE RETARDANT PLYWOOD
GYPSUM BOARD
GYPSUM BOARD (PAINT)
FIRESTOPPING - TYPICAL
(PAINT)
EXISTING CMU WALL TO
REMAIN
NEW CMU WALL (PAINT BOTH
SIDES PER SPECIFICATION
SECTION 09 9000)
PAINT
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)
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
SEALANT
TERMINATION BAR
REAPPLY AIR BARRIER OVER
FLASHING TERMINATION ONCE
INSTALLED
WEEP
METAL DRIP EDGE
THROUGH-WALL FLASHING
SHEET MEMBRANE
WATERPROOFING
MASONRY ANCHOR
RECOAT AIR BARRIER OVER
MASONRY ANCHORS ONCE
INSTALLED
SOLID GROUT FILL
BELOW GRADE AND
PER STRUCTURAL
MORTAR NET
RIGID INSULATION
.050 MILLFIN. ALUM RECEIVER
.050- MILLFIN ALUM
COUNTER FLASHING
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
A2.5
D E
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IL
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PA
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F
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B
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A M
, A L
BRKR162323/SSL17070
20 JANUARY 2020
DCD
F. BRADLEY/FEL/DCD
3/4" = 1'-0"A2.5
1 NEW CMU WALL SECTION
1 1/2" = 1'-0"A2.5
2 DRAFT CURTAIN DETAIL
3" = 1'-0"A2.5
3 TYPICAL FLASHING DETAIL
A2.5
Sim
A2.5
Sim
LEGEND:
EXISTING WALLS TO REMAIN
NEW CMU WALLS
NEW DRAFT CURTAIN - SEE DETAILS
A101
SIM
___________ DETAIL TAG
NEW GYPSUM BOARD CEILING. PAINT IN
ACCORDANCE WITH SPECIFICATION SECTION 09
9000. REFER TO ELECTRICAL AND MECHANICAL
FOR LIGHTING AND HVAC REQUIREMENTS IN THIS
SPACE.
EXISTING CEILING TO REMAIN - PROTECT FROM
DAMAGE DURING CONSTRUCTION. PAINT ALL
NEWLY INSTALLED SYSTEMS AND COMPONENTS.
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
INSTALL NEW ACOUSTICAL TILE CEILING IN THESE
AREAS. SUPPORT AND REINSTALL ALL EXISTING
CEILING COMPONENTS NOT SCHEDULED FOR
DEMOLITION. CEILING GRID LAYOUT, LIGHT
FIXTURE PLACEMENT, AND HVAC REGISTER
PLACEMENT INDICATED IS APPROXIMATE.
CONTRACTOR TO COORDINATE AND INSTALL ALL
EXISTING CEILING MOUNTED COMPONENTS IN
NEW ACOUSTICAL TILE CEILING SYSTEM.
SPECIFIC NOTES:
SPECFIC NOTE TAG#
EXISTING GYPSUM CEILING TO REMAIN. PROTECT
FROM DAMAGE DURING CONSTRUCTION. REUSE
EXISTING SPRINKLER ROUGH-IN IF POSSIBLE. IF
REUSE IS NOT POSSIBLE, INSTALL NEW
SPRINKLER AND PATCH/PAINT EXISTING CEILING
AS REQUIRED.
NEW ACT
GWB
HVAC SUPPLY/RETURN REGISTER IN NEW CEILING
LIGHT FIXTURE REINSTALL EXISTING IN NEW CEILING
NEW LIGHT FIXTURE SEE ELECTRICAL
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
A2.6
RE
FL
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BRKR162323/SSL17070
20 JANUARY 2020
DCD
F. BRADLEY/FEL/DCD
3/32" = 1'-0"A2.6
1 REFLECTED CEILING PLAN
TYPICAL SLAB CONSTRUCTION
WOOD FORMED
KEYED JOINT W.W.F.
JOINT DETAIL-(C.J.)
ALTERNATE SLAB CONSTRUCTION
JOINT DETAIL (SAWED JOINT)
SAW CUT
"x1" DEEP
SAWED JOINT. FILL
JOINT W/ SEALANT
NOTE:
IF SAWED JOINTS ARE USED,
JOINTS MUST BE SAWED
SAME DAY AS SLAB POUR.
W.W.F.
1 2
6" 6"
TYPICAL ROOF DECK FASTENING REQUIREMENTS
NOTE:
ALL SCREWS @ CONT. SUPPORTS SHALL BE #12 SELF-DRILLING
SELF-TAPPING SCREWS. AT BAR JOIST ROOFS, USE
"Ø PUDDLE
WELDS (IN LIEU OF SCREWS) @ STEEL SUPPORTS.
SIDE LAP
M
A X
T
Y P
I C
A L
S
C R
E W
S P
A C
I N
G
I N
T E
R I O
R
S
U P
P O
R T
S
2" LAP
DECK SUPPORT
DECK SHALL BE MINIMUM
(3)SPAN CONTINUOUS
6" MAX. TYPICAL SCREW SPACING
@ CONT. STEEL SUPPORT
M
A X
T
Y P
I C
A L
S
C R
E W
S P
A C
I N
E
D
S
U P
P O
R T
S
SIDE LAP ATTACHMENT
W/ #10 SCREWS @ 6"O.C.
NO SCALE
(2)
"Ø EXP. BOLTS W/
COUNTERSINK HEAD
@ 24"O.C., VERT.
RAKE & CAULK
JOINT EA. SIDE
SASH BLOCK
1/4"x61/2" CONT. ⅊
W/ 3/8" BAR FULL
HEIGHT OF WALL
FACE OF
EXIST. WALL
#4 CENTERED. FILL
CELL W/ CONC.
TYPICAL CONDITION WHERE NEW
C.M.U. ABUTS EXISTING WALL
TYPICAL 'X'-BRACING DETAIL
1±
1±
OF TRUSSES
BOTTOM CHORD
TOP CHORD OF TRUSSES
STEEL DECK
WEB MEMBER
OF TRUSSES
NOTE:
WHERE "PIGGY-BACK"
TRUSSES OCCUR,
PROVIDE ADD'L.,
SEPARATE, VERT.
X-BRACING FOR
PIGGY-BACKS.
"x1
"x16GA. "C"
SECTION X-BRACING
"x1
"x16GA. "C"
SECTION CONTINUOUS
GENERAL NOTES
FOUNDATION:
1. THE BEARING STRATA OF ALL FOOTINGS AND GRADE BEAMS SHALL BE
INSPECTED AND APPROVED BY THE SOILS TESTING LABORATORY PRIOR
TO PLACING THE REINFORCING STEEL AND CONCRETE.
2. ALL FOOTINGS SHALL BEAR ON AN UNDISTURBED SOIL STRATA OR
COMPACTED FILL CAPABLE OF SUSTAINING THE LOADS.
3. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING OF
P = 2500 PSF. THE TESTING AGENCY SHALL VERIFY THAT THE SOILS ARE
CAPABLE OF SUSTAINING 2500 PSF PRIOR TO CONCRETE PLACEMENT.
4. ELEVATIONS SHOWN ON PLAN ARE TOP OF FOOTINGS AND ARE MINIMUM
DEPTH. DIFFERENT OR UNUSUAL CONDITIONS SHALL BE REPORTED TO
THE ARCHITECT AND/OR ENGINEER.
5. ALL FOOTING REINFORCEMENT SHALL BE HELD SECURELY FROM THE
GROUND. CONCRETE BLOCK AND BROKEN TILE SHALL NOT BE USED.
CONCRETE OR CLAY BRICK MAY BE USED.
6. DOWEL ALL FOOTINGS AND WALLS WHERE THEY ABUT WITH SAME STEEL
AS VERTICAL.
7. PROVIDE PREFORMED EXPANSION JOINT WHERE SHOWN.
8. IN FOOTINGS PROVIDE CORNER BARS AT ALL EXTERIOR BUILDING CORNERS.
9. DO NOT BACK FILL BEHIND FOUNDATION WALLS UNTIL TOP AND BOTTOM
SLABS HAVE BEEN POURED AND ATTAINED THEIR DESIGN STRENGTHS.
10. BACK FILL BOTH SIDES OF FOUNDATION WALLS AT SAME TIME TO
PREVENT OVERTURNING.
11. BACK FILL BEHIND ALL RETAINING WALLS AND BASEMENT WALLS SHALL
BE AN APPROVED GRANULAR MATERIAL.
CONCRETE:
1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH AT 28 DAYS OF
F'c = 3000 PSI AND A MAXIMUM WATER-CEMENT RATIO OF 0.53.
ALL CONCRETE FOR EXTERIOR APPLICATIONS SHALL CONTAIN
ENTRAINED AIR. SEE SPECS FOR ADDITIONAL INFORMATION.
2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064.
4. UNLESS NOTED OTHERWISE PROTECTIVE COVERING OF REINFORCEMENT
SHALL BE AS FOLLOWS ( SEE DETAILS ) : FOOTINGS AND GRADE BEAMS
3" CLEAR BOTTOM AND SIDES, 1 1/2" CLEAR TOP. CONCRETE SLABS
3/4" CLEAR. WALLS 1 1/2" CLEAR SIDES. BEAMS 1 1/2" CLEAR TO
STIRRUPS. CONCRETE COLUMNS 1 1/2" CLEAR TO TIES.
5. LAP ALL CONCRETE WALL VERTICAL REINFORCING AND CONCRETE BEAM
HORIZONTAL REINFORCING WITH CLASS B LAP SPLICES. LAP ALL OTHER
CONTINUOUS BARS WITH CLASS A SPLICES UNLESS NOTED OTHERWISE.
6. PLACING PLANS AND DETAILS SHALL BE IN ACCORDANCE WITH THE
LATEST "A.C.I. DETAILING MANUAL".
7. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR THE ARCHITECT
AND/OR ENGINEER'S REVIEW.
8. DO NOT RUN CONDUITS, RACEWAYS, OR PIPES IN CONCRETE SLABS, BEAMS,
OR COLUMNS WITHOUT SPECIFIC APPROVAL FROM BLACKBURN DANIELS O'BARR.
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.
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.
11. VERTICAL REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS AND
LINTELS (CUT OUT OR NOTCH BOTTOM OF U-BLOCKS AS REQUIRED -- DO NOT
SUBSTITUTE BLOCK WITH KNOCK-OUT WEBS WHERE STANDARD U-BLOCK IS
INDICATED). FOR BOND BEAMS AT TOP OF WALL, EXTEND VERTICAL
REINFORCING TO 1" CLEAR TOP OF BOND BEAM.
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.
COLD-FORMED STEEL TRUSSES:
1. PROVIDE PREFABRICATED, PRE-ENGINEERED, COLD-FORMED STEEL TRUSSES
WHERE INDICATED ON PLAN.
2. ALL TRUSSES SHALL BE DESIGNED AND MANUFACTURED TO MEET THE
FOLLOWING WORKING LOADS AND CODES.
MINIMUM LOADS:
ROOF LIVE LOAD...............20 PSF.
ROOF DEAD LOAD...............15 PSF.
CEILING LOAD.................10 PSF.
3. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN CAL-
CULATIONS FOR EACH TYPE TRUSS. DESIGNS SHALL BE SIGNED BY A
REGISTERED PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF
ALABAMA.
4. PROVIDE CAMBER IN ALL TRUSSES.
5. THE TOP AND BOTTOM CHORDS SHALL BE FABRICATED FROM SECTIONS
THAT ARE SYMMETRICAL ABOUT THE Y-Y AXIS. "C" SECTIONS ARE
NOT ACCEPTABLE.
6. ANCHOR ALL TRUSSES TO SUPPORTS WITH GALVANIZED ANCHORS PER
MANUFACTURER'S RECOMMENDATIONS UNLESS SHOWN OTHERWISE ON THE
STRUCTURAL CONTRACT DRAWINGS. TRUSS MANUFACTURER SHALL INDICATE
ON SHOP DRAWINGS THE REQUIRED ANCHORAGE TO RESIST NET UPLIFT.
7. TRUSS TOP AND BOTTOM CHORDS SHALL BE A MINIMUM OF 18 GAGE.
TRUSS WEB MEMBERS SHALL BE A MINIMUM OF 20 GAGE.
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.
COLD-FORMED STEEL TRUSSES:
1. PROVIDE PREFABRICATED, PRE-ENGINEERED, COLD-FORMED STEEL TRUSSES
WHERE INDICATED ON PLAN.
2. ALL TRUSSES SHALL BE DESIGNED AND MANUFACTURED TO MEET THE
FOLLOWING WORKING LOADS AND CODES.
MINIMUM LOADS:
ROOF LIVE LOAD...............20 PSF.
ROOF DEAD LOAD...............15 PSF.
CEILING LOAD.................10 PSF.
3. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN CAL-
CULATIONS FOR EACH TYPE TRUSS. DESIGNS SHALL BE SIGNED BY A
REGISTERED PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF
ALABAMA.
4. PROVIDE CAMBER IN ALL TRUSSES.
5. THE TOP AND BOTTOM CHORDS SHALL BE FABRICATED FROM SECTIONS
THAT ARE SYMMETRICAL ABOUT THE Y-Y AXIS. "C" SECTIONS ARE
NOT ACCEPTABLE.
6. ANCHOR ALL TRUSSES TO SUPPORTS WITH GALVANIZED ANCHORS PER
MANUFACTURER'S RECOMMENDATIONS UNLESS SHOWN OTHERWISE ON THE
STRUCTURAL CONTRACT DRAWINGS. TRUSS MANUFACTURER SHALL INDICATE
ON SHOP DRAWINGS THE REQUIRED ANCHORAGE TO RESIST NET UPLIFT.
7. TRUSS TOP AND BOTTOM CHORDS SHALL BE A MINIMUM OF 18 GAGE.
TRUSS WEB MEMBERS SHALL BE A MINIMUM OF 20 GAGE.
8. PROVIDE VERTICAL WEB MEMBERS TO ACCOMODATE TRUSS VERTICAL
X-BRACING (SEE PLAN FOR LOCATIONS).
CODES:
ALL PARTS SHALL BE FURNISHED AND ERECTED ACCORDING TO THE
APPLICABLE CODES AND SPECIFICATIONS OF THE FOLLOWING:
AMERICAN CONCRETE INSTITUTE (ACI)
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
AMERICAN WELDING SOCIETY (AWS)
OSHA STEEL ERECTION STANDARD (OSHA)
INTERNATIONAL BUILDING CODE (IBC 2015) (ICC)
DESIGN LIVE LOADS:
ROOF.......20 PSF.
RISK CATEGORY (PER IBC 2015/ASCE 7-10)..........III
WIND.......INTERNATIONAL BUILDING CODE (PER ASCE 7-10)
ULTIMATE DESIGN WIND SPEED (Vult).........120 MPH
NOMINAL DESIGN WIND SPEED (Vasd)..........93 MPH
WIND EXPOSURE.............................C
INTERNAL PRESSURE COEFFICIENTS............+/-0.18
COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES:
NOTE: MULTIPLY ALL VALUES SHOWN BELOW BY 0.6 TO GET ALLOWABLE DESIGN PRESSURES.
ROOF:TRIBUTARY AREA A = 10 SF
ZONE 1: -49.7PSF/31.3PSF
ZONE 2: -86.5PSF/31.3PSF
ZONE 3: -128.0PSF/31.3PSF
WALL:TRIBUTARY AREA A = 10 SF
ZONE 4: -58.9PSF/54.3PSF
ZONE 5: -72.7PSF/54.3PSF
CORNER ZONE = 3.0 FT
SEISMIC....INTERNATIONAL BUILDING CODE (PER ASCE 7-10)
SEISMIC IMPORTANCE FACTOR.................Ie=1.25
MAPPED SPECTRAL ACCELERATION (SHORT-TERM).Ss=0.31
MAPPED SPECTRAL ACCELERATION (1-SECOND)...S1=0.16
SITE CLASS................................D
SHORT-PERIOD SPECTRAL RESPONSE ACCEL......Sds=0.33g
1-SECOND SPECTRAL RESPONSE ACCEL..........Sd1=0.26g
SEISMIC DESIGN CATEGORY...................B
SEISMIC FORCE-RESISTING SYSTEM............CMU SHEAR WALLS
DESIGN BASE SHEAR (ULTIMATE)..............9k
SEISMIC RESPONSE COEFFICIENT..............Cs=0.1653
RESPONSE MODIFICATION FACTOR..............R=2.5
ANALYSIS PROCEDURE........................ASCE 7 (SECT 12.8)
SNOW.......INTERNATIONAL BUILDING CODE
GROUND SNOW LOAD..........................Pg=5 PSF
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.
SEISMIC REQUIREMENTS FOR SPECIAL INSPECTIONS:
1. THE FOLLOWING STRUCTURAL COMPONENTS ARE DESIGNATED AS SEISMIC
SYSTEMS AND/OR PART OF THE SEISMIC-FORCE-RESISTING SYSTEM OF THE
BUILDING AND ARE SUBJECT TO THE REQUIREMENTS OF SECTIONS 1705.12
AND 1705.13 OF IBC 2015 AND PROJECT SPECIFICATIONS:
PRE-ENG TRUSSES AND TRUSS-COLUMN CONNECTIONS
SHEAR WALLS (INCL. ANCHORAGE TO FOUNDATION)
THESE SPECIFIC COMPONENTS ARE IN ADDTION TO ALL GENERAL COMPONENTS
LISTED IN SECTIONS 1705.12 AND 1705.13 OF IBC 2015 AND ARE SUBJECT
TO ALL SPECIAL INSPECTIONS AND TESTING AS REQUIRED BY CHAPTER 17 OF
IBC 2015, PROJECT SPECIFICATIONS, AND SCHEDULE OF SPECIAL INSPECTIONS.
SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED AS PER THE STATEMENT
OF SPECIAL INSPECTIONS.
2. OTHER ARCHITECTURAL, MECHANICAL, OR ELECTRICAL COMPONENTS
AND THEIR ANCHORAGES MAY ALSO BE DESIGNATED AS SEISMIC SYSTEMS.
SEE OTHER DISCIPLINE'S DRAWINGS AND SPECIFICATIONS.
3. ALL SPECIAL INSPECTIONS AS REQUIRED BY CHAPTER 17 OF THE IBC 2015 SHALL
BY PERFORMED. REFER TO TABLES SHOWN IN CHAPTER 17 FOR ALL APPLICABLE
COMPONENTS THAT REQUIRE SPECIAL INSPECTIONS.
WIND REQUIREMENTS FOR SPECIAL INSPECTIONS:
1. THE FOLLOWING STRUCTURAL COMPONENTS ARE DESIGNATED AS WIND
SYSTEMS AND/OR PART OF THE MAIN WINDFORCE-RESISTING SYSTEM
OF THE BUILDING AND ARE SUBJECT TO THE REQUIREMENTS OF SECTION
1705.11 OF IBC 2015 AND PROJECT SPECIFICATIONS:
ROOF DIAPHRAGM SYSTEM AND ATTACHMENT
LOAD-BEARING CMU (SHEAR) WALLS
SHEAR WALL ANCHORAGE TO FOUNDATION
THESE SPECIFIC COMPONENTS ARE IN ADDTION TO ALL GENERAL COMPONENTS
LISTED IN SECTION 1705.11 OF IBC 2015 AND ARE SUBJECT TO ALL
SPECIAL INSPECTIONS AND TESTING AS REQUIRED BY CHAPTER 17 OF IBC
2015, PROJECT SPECIFICATIONS, AND SCHEDULE OF SPECIAL INSPECTIONS.
SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED AS PER THE STATEMENT
OF SPECIAL INSPECTIONS.
2. OTHER ARCHITECTURAL COMPONENTS AND THEIR ANCHORAGES MAY
ALSO BE DESIGNATED AS WIND-RESISTING COMPONENTS. SEE OTHER
DISCIPLINE'S DRAWINGS AND SPECIFICATIONS.
3. ALL SPECIAL INSPECTIONS AS REQUIRED BY CHAPTER 17 OF THE IBC 2015 SHALL
BY PERFORMED. REFER TO TABLES SHOWN IN CHAPTER 17 FOR ALL APPLICABLE
COMPONENTS THAT REQUIRE 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.
PAINT ALL NEW STEEL MEMBERS
AFTER INSTALLATION. PAINT TO
MATCH EXISTING STUCTURAL
STEEL COLOR. SEE
ARCHITECTURAL PAINT SPEC.
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.
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
Architects & Interior Designers 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
S0.1
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RLC
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PRE-ENG, PREFAB. COLD-FORMED
METAL TRUSSES @ 48"O.C., MAX.
ROOF FRAMING PLAN
SCALE: 1/8"=1'-0"
FOUNDATION PLAN
SCALE: 1/8"=1'-0"
EXISTING WALLS &
SLAB TO REMAIN
REMOVE EXIST. WALL AS REQ'D. FOR
INSTALLATION OF NEW CONC. SLAB.
CAP NEW SLAB OVER EXIST. WALL.
INDICATES CONT. 3
"x1
"x16GA. 'C'
SECTION VERTICAL X-BRACING, TYPICAL.
SEE SHEET S1.1 FOR TYPICAL DETAIL.
FLOOR CONSTRUCTION
4" THICK CONCRETE SLAB W/
6x6-W1.4xW1.4 W.W.F. OVER VAPOR
BARRIER OVER 4" POROUS FILL.
FINISH FLOOR EL.= (+0'-0")
ROOF CONSTRUCTION
" DEEP, 22 GAGE, WIDE RIB STEEL
DECK W/ THE FOLLOWING MINIMUM
SECTION PROPERTIES PER FOOT OF
WIDTH:
S=0.19 IN.
I=0.16 IN.
OVER PRE-ENGINEERED
PREFABRICATED COLD-FORMED
STEEL TRUSSES @ 48"O.C., MAX.
3/4"=1'-0"
SECTION 1
S1.1
CONT. U-BLOCK W/
#5 TOP & BOTTOM
CONT. HORIZ. MAS-
ONRY JOINT REINF.
@ 16"O.C., VERT.
#4 @ EA. JAMB & @
48"O.C., CENTERED. FILL
CELLS W/ CONC. FULL HT.
OF WALL ONLY @ #4.
1'-0"
+9'-4"
T.O.B.
1 4
"x7"x7" WELD PLATE
W/ (2)
"ØX4" HEADED
STUDS @ EA. TRUSS.
TRUSS ANCHORAGE PER
TRUSS MANUFACTURER
RECOMMENDATIONS
" STEEL DECK
2x12 CONT.
SEE ARCH. DWGS.
FOR EAVE &
SOFFIT DETAILS
"x3"x4" BENT
PLATE, CONT.
#4 @ EA. JAMB & @
48"O.C., CENTERED. FILL
CELLS W/ CONC. FULL HT.
OF WALL ONLY @ #4.
6x6-W1.4xW1.4 W.W.F.
CONT. HORIZ. MAS-
ONRY JOINT REINF.
@ 16"O.C., VERT.
FILL ALL CELLS W/ CONC.
BELOW FIN. FLOOR
FINISH GRADE.
SEE SITE PLAN
PROVIDE
" PEJ. W/
SEALANT WHERE
CONC. ABUTS WALL
FILL CAVITY W/ CONC.
BELOW FIN. GRADE
LINE OF SLAB @ DOORS
CONT. HEADER BLOCK
SEE PLAN
FOR EL.
(2)#5 CONT. TOP &
BOT. W/ #4 @ 24"O.C.
S P
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D
I A
2'-0"
4" 1'-4" 4"
8" 8"
3/4"=1'-0"
SECTION 2
S1.1
FINISH FLOOR
0'-0"
PRE-ENG. PREFAB.
COLD-FORMED STEEL TRUSSES
OR JACKS @ 48"O.C., MAX.
8" 8"
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MIN.
3-#4 EPOXY
GROUTED INTO
EXIST. FTG.
MIN.
SEE WALL SECTIONS
FOR FOOTING REINF. &
TYPICAL FOOTING STEP
DETAIL FOR ADD'L.
REINF. IN FOOTING.
STEP AS REQUIRED.
EXISTING
FOOTING
3/4"=1'-0"
DETAIL A
S1.1
1'-0"
1'-4" 2'-0"
1'-0" 6"
S1.1
A
S1.1
S1.1
S1.1
S1.1
NOTE:
UNLESS NOTED OTHERWISE,
TOP OF FOOTING EL.= (-2'-0")
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
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.
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
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.
NOTE:
FILL ALL CELLS & CAVITY W/ CONC.
LEVEL W/ FIN. GRADE WHERE GRADE
EXTENDS ABOVE FINISH FLOOR.
Sheet Number
Sheet Title
Project Title
S e a y
S e a t c h f i e l d
A r c h i t e c t s
Architects & Interior Designers 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
S1.1
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BRKR162323/SSL17070
17 January 2020
RLC
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01-17-20
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No. 30036
PROFESSIONAL
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T E
C T
IO
N
L E
G E
N D
S A
N D
A B
B R
E V
IA
T
IO
N
S
S.JOHNSON
F.BRADLEY
FP001
Sheet Number
Sheet Title
Project Title
S e a y
S e a t c h f i e l d r c h i t e c t s
Architects & Interior Designers 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
BRKR162322/SSL17069
20 JANUARY 2020
R E
P A
IR
F
IR
E
S U
P P
R E
S S
IO
N
H A
N G
A R
B
U
IL
D
IN
G
A
R W
B
IR
M
IN
G H
A M
F
IR
E P
R O
T E
C T
IO
N
S
IT
E P
L A
N
S.JOHNSON
F.BRADLEY
FP100
Sheet Number
Sheet Title
Project Title
S e a y
S e a t c h f i e c h i t e c t s
Architects & Interior Designers 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
BRKR162322/SSL17069
20 JANUARY 2020
R E
P A
IR
F
IR
E
S U
P P
R E
S S
IO
N
H A
N G
A R
B
U
IL
D
IN
G
A
R W
B
IR
M
IN
G H
A M
E P
R O
T E
C T
IO
N
P L
A N
-O V
E R
A L
L D
E M
O
S.JOHNSON
F.BRADLEY
FP101
Sheet Number
Sheet Title
Project Title
S e a y
S e a t c h f i e c h i t e c t s
Architects & Interior Designers 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
BRKR162322/SSL17069
20 JANUARY 2020
R E
P A
IR
F
IR
E
S U
P P
R E
S S
IO
N
H A
N G
A R
B
U
IL
D
IN
G
A
R W
B
IR
M
IN
G H
A M
E P
R O
T E
C T
IO
N
P L
A N
-B U
IL
D
IN
G
P U
M P
H O
U S E
D E
M O
S.JOHNSON
F.BRADLEY
FP102
Sheet Number
Sheet Title
Project Title
S e a y
S e a t c h f i e c h i t e c t s
Architects & Interior Designers 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
BRKR162322/SSL17069
20 JANUARY 2020
R E
P A
IR
F
IR
E
S U
P P
R E
S S
IO
N
H A
N G
A R
B
U
IL
D
IN
G
A
R W
B
IR
M
IN
G H
A M
F
IR
E P
R O
T E
C T
IO
N
P L
A N
-O V
E R
A L
L N
E W
W O
R K
S.JOHNSON
F.BRADLEY
FP110
Sheet Number
Sheet Title
Project Title
S e a y
S e a t c h f i e…
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