W912QR21R0013_Plans_Vol4-0000.pdf
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- Family Housing Renovation at WPAFB, OH
- Solicitation number
- W912QR21R0013
About this file
This solicitation requests proposals for the construction and renovation of family housing at Wright-Patterson Air Force Base in Ohio. The project includes whole-house interior and exterior modernization of 29 government-owned housing units of various sizes for officers and generals. Scope of work encompasses upgrades to building systems, structures, utilities, and interior spaces including kitchens, bathrooms and closets. Work will be completed through phased renovations under a single firm-fixed-price construction contract awarded using a best value tradeoff process. Technical evaluation factors are considered approximately equal to cost. The selection process is a single phase with the option to conduct discussions at the agency's discretion. The solicitation is available through the System for Award Management website and administered by the Department of the Army Corps of Engineers Louisville District.
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US Army Corps of Engineers ®
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
VOLUME:
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LOUISVILLE DISTRICT
WRIGHT-PATTERSON AFB, DAYTON, OHIO
IMPROVE FAMILY HOUSING
P2: 476088
TYPE C
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JANUARY 2021
1/21/21
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18 February 2021
W912QR21R0013
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
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TYPE C
SHEET INDEX
SHEET
# SHEET NAME
EL103 SECOND FLOOR CEILING PLAN - LIGHTING
EL104 THIRD FLOOR CEILING PLAN - LIGHTING
EP101 BASEMENT FLOOR PLAN - POWER
EP102 FIRST FLOOR PLAN - POWER
EP103 SECOND FLOOR PLAN - POWER
EP104 THIRD FLOOR PLAN - POWER
E-601 SCHEDULES - ELECTRICAL
E-602 SCHEDULES - ELECTRICAL
T-001 GENERAL INFORMATION - SYSTEMS
TD101 BASEMENT FLOOR PLAN - SYSTEMS - DEMOLITION
TD102 FIRST FLOOR PLAN - SYSTEMS - DEMOLITION
TD103 SECOND FLOOR PLAN - SYSTEMS - DEMOLITION
TD104 THIRD FLOOR PLAN - SYSTEMS - DEMOLITION
T-101 BASEMENT FLOOR PLAN - SYSTEMS
T-102 FIRST FLOOR PLAN - SYSTEMS
T-103 SECOND FLOOR PLAN - SYSTEMS
T-104 THIRD FLOOR PLAN - SYSTEMS
T-501 DETAILS - SYSTEMS
SHEET INDEX
SHEET
# SHEET NAME
G-001 COVER SHEET
G-002 DRAWING INDEX
GI001 CODE SUMMARY
GI002 FIRE PROTECTION / LIFE SAFETY CODE REVIEW
GI003 LIFE SAFETY PLAN
S-001 STRUCTURAL NOTES
S-101 1ST FLOOR FRAMING PLAN
S-102 2ND FLOOR FRAMING PLAN
S-103 3RD FLOOR FRAMING PLAN
S-104 ROOF FRAMING PLAN
S-505 FRAMING DETAILS
A-001 GENERAL INFORMATION
AD101 BASEMENT DEMOLITION PLAN
AD102 1ST FLOOR DEMOLITION PLAN
AD103 2ND FLOOR DEMOLITION PLAN
AD104 3RD FLOOR DEMOLITION PLAN
AD105 ROOF DEMOLITION PLAN
A-101 BASEMENT PLAN
A-102 1ST FLOOR PLAN
A-103 2ND FLOOR PLAN
A-104 3RD FLOOR PLAN
A-105 ROOF PLAN
A-106 BASEMENT REFLECTED CEILING PLAN
A-107 1ST FLOOR REFLECTED CEILING PLAN
A-108 2ND FLOOR REFLECTED CEILING PLAN
A-109 3RD FLOOR REFLECTED CEILING PLAN
A-201 BUILDING ELEVATIONS
A-202 BUILDING ELEVATIONS
A-301 BUILDING SECTIONS
A-302 ENLARGED WALL SECTIONS
A-303 ENLARGED WALL SECTIONS
A-401 ENLARGED PLANS
A-402 INTERIOR ELEVATIONS
A-501 DETAILS
A-502 DETAILS
A-503 DETAILS
A-504 DETAILS
A-505 CASEWORK DETAILS
A-506 DETAILS
A-601 DOOR SCHEDULE, WINDOW & DOOR ELEVATIONS
A-602 HEAD AND JAMB DETAILS
A-603 WINDOW SCHEDULES
A-604 WINDOW SCHEDULES
I-110 TYPE C BASEMENT FINISH PLAN
I-111 TYPE C FIRST FLOOR FINISH PLAN
I-112 TYPE C SECOND FLOOR FINISH PLAN
I-113 TYPE C THIRD FLOOR FINISH PLAN
I-211 TYPE C FINISH ELEVATIONS
I-212 TYPE C FIREPLACE FINISH ELEVATION
I-601 TYPE C FINISH SCHEDULES AND DETAILS
FX101 BASEMENT FIRE SPRINKLER PLAN
FX102 FIRST FLOOR FIRE SPRINKLER PLAN
FX103 SECOND FLOOR FIRE SPRINKLER PLAN
FX104 THIRD FLOOR FIRE SPRINKLER PLAN
P-001 GENERAL INFORMATION - PLUMBING
PD101 BASEMENT FLOOR PLAN - PLUMBING - DEMOLITION
PD102 FIRST FLOOR PLAN - PLUMBING - DEMOLITION
PD103 SECOND FLOOR PLAN - PLUMBING - DEMOLITION
PD104 THIRD FLOOR PLAN - PLUMBING - DEMOLITION
P-101 BASEMENT FLOOR PLAN - SANITARY WASTE AND VENT
P-102 FIRST FLOOR PLAN - SANITARY WASTE AND VENT
P-103 SECOND FLOOR PLAN - SANITARY WASTE AND VENT
P-104 THIRD FLOOR PLAN - SANITARY WASTE AND VENT
P-105 BASEMENT FLOOR PLAN - DOMESTIC WATER
P-106 FIRST FLOOR PLAN - DOMESTIC WATER
P-107 SECOND FLOOR PLAN - DOMESTIC WATER
P-108 THIRD FLOOR PLAN - DOMESTIC WATER
P-501 DETAILS - PLUMBING
P-601 SCHEDULES - PLUMBING
P-901 DIAGRAMS - PLUMBING
P-902 DIAGRAMS - PLUMBING
M-001 NOTES, SYMBOLS AND ABBREVIATIONS - MECHANICAL
MD101 BASEMENT FLOOR PLAN - MECHANICAL - DEMOLITION
MD102 FIRST FLOOR PLAN - MECHANICAL - DEMOLITION
MD103 SECOND FLOOR PLAN - MECHANICAL - DEMOLITION
MD104 THIRD FLOOR PLAN - MECHANICAL - DEMOLITION
M-101 BASEMENT FLOOR PLAN - MECHANICAL
M-102 FIRST FLOOR PLAN - MECHANICAL
M-103 SECOND FLOOR PLAN - MECHANICAL
M-104 THIRD FLOOR PLAN - MECHANICAL
M-401 ENLARGED MECHANICAL PLANS AND SECTIONS - MECHANICAL
M-501 DETAILS - MECHANICAL
M-601 SCHEDULES - MECHANICAL
M-602 SCHEDULES - MECHANICAL
M-901 3D - MECHANICAL ROOMS
E-001 GENERAL INFORMATION - ELECTRICAL
ED101 BASEMENT FLOOR PLAN - ELECTRICAL - DEMOLITION
ED102 FIRST FLOOR PLAN - ELECTRICAL - DEMOLITION
ED103 SECOND FLOOR PLAN - ELECTRICAL - DEMOLITION
ED104 THIRD FLOOR PLAN - ELECTRICAL - DEMOLITION
EL101 BASEMENT FLOOR CEILING PLAN - LIGHTING
EL102 FIRST FLOOR CEILING PLAN - LIGHTING
1/21/21 W
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UFC 1-200-01 - GENERAL BUILDING REQUIREMENTS, 20 JUNE 2016,
CHANGE 2, 01 NOV 2018
UFC 3-600-01 - FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUG
2016, CHANGE 2, 25 MAR 2018
UFC 4-711-01 - FAMILY HOUSING, 10 AUG 2018
INTERNATIONAL RESIDENTIAL CODE (IRC), 2018 ED.
NFPA 13D - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS
IN ONE- AND TWO-FAMILY DWELLINGS AND MANUFACTURED HOMES,
2019 ED.
NFPA AUTOMATIC SPRINKLER SYSTEMS FOR RESIDENTIAL
OCCUPANCIES HANDBOOK, 2016
NFPA 291 - RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND
MARKING OF HYDRANTS, 2019
WRIGHT-PATTERSON AIR FORCE BASE DESIGN GUIDE, MARCH 2016
MODIFICATIONS TO THE
APPLICABLE CODES PER UFC
USE / OCCUPANCY SINGLE-FAMILY DWELLING (DETACHED): RESIDENTIAL
MULTIPLE SINGLE-FAMILY DWELLING (ATTACHED): RESIDENTIAL
GARAGES*:
NEW DETACHED: RESIDENTIAL, ACCESSORY TO DWELLING UNIT
NEW ATTACHED: RESIDENTIAL
SHEDS - REPURPOSED EXISTING GARAGES FOR STORAGE:
RESIDENTIAL, ACCESSORY TO DWELLING UNIT
*SEE SHEET G-002 FOR TABLE OF NEW/EXISTING GARAGES/SHEDS
FIRE RESISTANT
CONSTRUCTION
1-HOUR FIRE-RESISTIVE CONSTRUCTION MUST BE PROVIDED
BETWEEN ATTACHED DWELLING UNITS AND BETWEEN DWELLING
UNITS AND ATTACHED PARKING/GARAGES. THIS SEPARATION
WILL BE BOTH VERITICAL AND HORIZONTAL. IT WILL BE
CONSTRUCTED AS A 1 HOUR FIRE BARRIER. ANY DOORS IN THE
FIRE RATED WALL WILL BE RATED A MINIMUM OF 45 MINUTES.
STRUCTURES DETACHED AND LOCATED A MINIMUM OF 5 FT FROM
THE LOT LINE OR OTHER STRUCTURES DO NOT REQUIRE FIRE
RESISTIVE SEPARATION.
INTERIOR FINISHES FLAME SPREAD: 200 OR LESS ON WALL AND CEILING FINISH
SMOKE DEVELOPED: 450 OR LESS ON WALL AND CEILING
FINISH.
FIRE PROTECTION
SYSTEMS
FIRE SPRINKLER SYSTEMS: BUILDINGS TO BE FULLY SPRINKLERED PER NFPA
13D. NFPA 13D ALLOWS SOME AREAS NOT TO BE PROTECTED BY SPRINKLER.
THESE LOCATIONS ARE NOTED ON THE DRAWINGS. GARAGES ARE NOT
REQUIRED TO BE SPRINKLERED. EXTERIOR STORAGE WITH NO ENTRY TO MAIN
DWELLING NOT REQUIRED TO BE SPRINKLERED.
FIRE ALARM SYSTEMS. A BUILDING FA SYSTEM IS NOT REQUIRED. SMOKE
ALARMS AND CARBON MONOXIDE ALARMS ARE TO BE PROVIDED AS INDICATED
BELOW. SEE ELECTRICAL PLANS FOR LOCATIONS PROVIDED. NFPA 13D DOES
NOT REQUIRE THAT THE SPRINKLER SYSTEM BE MONITORED FOR TAMPER
(NPFA 13D 7.1.2) OR FLOW (NFPA 13D 7.6) AS THE BUILDING IS EQUIPPED WITH
SMOKE ALARMS.
SMOKE ALARMS. MULTIPLE-STATION, INTERCONNECTED, HARD-WIRED, 120 VAC
WITH 9V BATTERY BACKUP SMOKE ALARMS SHALL BE PROVIDED INSIDE EACH
SLEEPING ROOM, OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY
OF THE BEDROOMS AND AT LEAST ONE ON EACH FLOOR, INCLUDING THE
BASEMENT. SMOKE ALARMS ARE NOT REQUIRED IN CRAWL SPACES. SMOKE
ALARMS SHALL NOT BE INSTALLED WITHIN 3FT OF A BATHROOM WITH A TUB OR
SHOWER OR WITHIN 6FT OF PERMANENT INSTALLED COOKING APPLIANCES.
SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND COMPLY
WITH NFPA 72 AND IRC R314.
CARBON MONOXIDE (CO) ALARMS. MULTIPLE-STATION, INTERCONNECTED,
HARD-WIRED, 120 VAC WITH 9V BATTERY BACKUP CO ALARMS SHALL BE
PROVIDED OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS AND IN ROOMS WITH FUEL-FIRED APPLIANCES. CO ALARMS SHALL
BE LISTED IN ACCORDANCE WITH UL 2034 AND COMPLY WITH IRC R315.
COMBINATION SMOKE/CO ALARMS. COMBINATION SMOKE AND CO ALARMS
SHALL BE PERMITTED IN LIEU OF SMOKE ALARMS. COMBINATION SMOKE/CO
ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND UL 217.
MEANS OF EGRESS EGRESS DOOR: AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED
FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-
HINGED AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES
WHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP,
WITH THE DOOR OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF
THE DOOR OPENING SHALL NOT BE LESS THAN78 INCHES IN HEIGHT
MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF
THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH
THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY
OPENABLE FROM INSIDE THE DWELLING WITHOUT THE USE OF A KEY
OR SPECIAL KNOWLEDGE OR EFFORT.
STAIRWAYS: STAIRWAYS MUST BE A MINIMUM OF 36 INCHES WIDE
(CLEAR WIDTH). HANDRAILS CANNOT PROJECT MORE THAN 4 ½
INCHES INTO EITHER SIDE OF THE STAIRWAY. HEADROOM IN
STAIRWAYS MUST NOT BE LESS THAN 6’8”. STAIR RISE BETWEEN
FLOOR LEVELS OR LANDINGS MUST NOT EXCEED 147 INCHES.
EMERGENCY ESCAPE WINDOW: BASEMENTS, HABITABLE ATTICS, AND
EVERY SLEEPING ROOM IS REQUIRED TO HAVE AT LEAST ONE
OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. THE
OPENING MUST HAVE A MINIMUM OPENING AREA OF 5.7 SQUARE
FEET. THE NET HEIGHT MUST NOT BE LESS THAN 24 INCHES AND THE
NET CLEAR WIDTH MUST NOT BE LESS THAN 20 INCHES.
CEILING HEIGHTS MUST BE A MINIMUM OF 7’-0” (EXCEPT BASEMENTS
WHICH MUST BE A MINIMUM OF 6’-8”).
CONTINUOUS MEANS OF EGRESS. THE MEANS OF EGRESS MUST BE
CONTINUOUS AND UNOBSTRUCTED. IT MUST NOT REQUIRE TENANTS
TO PASS THROUGH THE GARAGE (IRC §R311.1).
HALLWAYS: HALLWAYS MUST BE AT LEAST 3 FEET WIDE (IRC §R311.6).
HANDRAILS: HANDRAILS MUST BE PROVIDED ON AT LEAST ONE SIDE
OF STAIRS WITH 4 OR MORE RISERS (IRC §R311.7.8). HANDRAILS
SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES
ABOVE THE SLOPED PLANE ADJOINING THE TREAD NOSINGS.
HANDRAILS MUST NOT PROJECT MORE THAN 4 ½ INCHES ON EITHER
SIDE (IRC §R311.7.8.2). HANDRAILS MUST HAVE AT LEAST 1 ½ INCHES
OF SPACE BETWEEN THE HANDRAIL AND WALL.
CODES AND STANDARDS
REFERENCED HEREIN
UFC DOCUMENTS DESCRIBE HOW THE BUILDING AND LIFE
SAFETY CODES ARE TO BE APPLIED:
UFC 1-200-01, GENERAL BUILDING REQUIREMENTS
UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES
UFC 4-711-01, FAMILY HOUSING
THE REQUIREMENTS ON THIS SHEET ARE BASED ON THESE
DOCUMENTS. WHERE THE UFC DOCUMENTS CONFLICT, THE
STRICTEST REQUIREMENT IS APPLIED.
THIS REVIEW IS APPLICABLE TO ALL HOUSING UNIT TYPES AND
GARAGES. SPECIFIC EXCEPTIONS ARE NOTED AS NEEDED.
BUILDING CODE VERSION INTERNATIONAL RESIDENTIAL CODE, 2018 EDITION*
*NOTE THAT IBC DIRECTS THE USER TO IRC (UFC
3-600-01 PER UFC 1-200-01 SECTION 1-4.2). IRC IS THE
PRIMARY CODE.
EXISTING FACILITY REQUIREMENTS ARE PROVIDED IN UFC
3-600-01 SECTION 34-6. SINCE THE RENOVATIONS IN THIS
FACILITY EXCEED 50% OF THE REPLACEMENT COST THE
FACILITY MUST COMPLY WITH REQUIREMENTS UNDER SECTION
34-6.1 WHICH INCLUDE THE FOLLOWING:
1-HOUR FIRE-RESISTIVE CONSTRUCTION MUST BE PROVIDED
BETWEEN DWELLING UNITS, AND BETWEEN THE DWELLING UNIT
AND ATTACHED PARKING.
SPRINKLER PROTECTION MUST BE PROVIDED THROUGHOUT
THE FACILITY, DESIGNED AND INSTALLED IN ACCORDANCE WITH
NFPA 13D.
MULTIPLE-STATION, INTERCONNECTED, HARD-WIRED, 120 VAC
SMOKE DETECTORS MUST BE PROVIDED INSIDE EACH SLEEPING
ROOM AND AT LEAST ONE ON EACH FLOOR, INCLUDING
BASEMENTS.
AIR FORCE ALLOWS INTERCONNECTED WIRELESS SMOKE
ALARMS FOR USE IN SINGLE-FAMILY HOUSING.
IRC APPENDIX J PROVIDES ADDITIONAL REQUIREMENTS AND
REQUIRES THAT THE CONSTRUCTION BE CLASSIFIED. WORK IS
PRIMARILY “ALTERATION” AND “REPAIR”; HOWEVER, SINCE THE
FACILITY CANNOT BE OCCUPIED DURING THIS WORK IT WILL BE
CLASSIFIED AS “RECONSTRUCTION” UNDER IRC AJ601. THIS WILL
REQUIRE THE FOLLOWING TO BE IMPLEMENTED:
NEWLY CONSTRUCTED ELEMENTS MUST COMPLY WITH THE
REQUIREMENTS OF THE IRC (SEE TWO EXCEPTIONS UNDER
AJ501.1 FOR WINDOWS AND ELECTRICAL EQUIPMENT).
STAIRWAYS MUST BE PROVIDED WITH ILLUMINATION IN
ACCORDANCE WITH R303.7. INTERIOR STAIRWAYS MUST BE
PROVIDED WITH ILLUMINATION OF NOT LESS THAN 1 FOOT
CANDLE. PROVIDE A WALL SWITCH AT EACH FLOOR WHERE THE
STAIRWAY HAS 6 OR MORE RISERS.
HANDRAILS ON EXIT STAIRWAYS WILL BE REPLACED TO
COMPLY WITH R311 ON AT LEAST ONE SIDE.
GUARDS WILL BE PROVIDED ON ANY PORTION OF STAIRS NOT
EQUIPPED WITH GUARDS IN ACCORDANCE WITH R312.
INTERIOR WALL AND CEILING FINISH IN WORK AREAS WILL
COMPLY WITH R302.9 OR SHALL BE REMOVED OR TREATED
WITH AN APPROVED FIRE-RETARDANT COATING. WALL AND
CEILING FINISHES MUST HAVE A FLAME SPREAD RATING OF 200
OR LESS. WALL AND CEILING FINISHES MUST HAVE A SMOKE
DEVELOPED INDEX OF NOT MORE THAN 450.
BUILDING
REHABILITATION
UFC 3-600-01
BUILDING
REHABILITATION
IRC
US Army Corps of Engineers ®
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FireLogix Engineering, Ltd.
215 North Broadway Street
Lebanon, Ohio 45036
(513) 206-9651 www.firelogix.com
THIS DRAWING IS FOR
REFERENCE ONLY. IT IS NOT
PART OF THE CONSTRUCTION
CONTRACT AND ALL
INFORMATION CONTAINED HERE
IS LOCATED ON THE
CONSTRUCTION DOCUMENTS.
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THIS DRAWING IS FOR
REFERENCE ONLY. IT IS NOT
PART OF THE CONSTRUCTION
CONTRACT AND ALL
INFORMATION CONTAINED HERE
IS LOCATED ON THE
CONSTRUCTION DOCUMENTS.
FireLogix Engineering, Ltd.
215 North Broadway Street
Lebanon, Ohio 45036
(513) 206-9651 www.firelogix.com W
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UP
UP
UP
UP
UP
DN
UP
DN
UP
DNDN
SS
CRAWL SPACE CRAWL SPACE
STAIR
LAUNDRY
MECH
STORAGE
MECH
LAUNDRY
STAIR
STORAGE
PRIMARY EGRESS TO THE
FIRST FLOOR
EGRESS WINDOW
EMERGENCY ESCAPE AND
RESCUE OPENING
PRIMARY EGRESS TO THE
FIRST FLOOR
EGRESS WINDOW
EMERGENCY ESCAPE AND
RESCUE OPENING
1-HR FIRE BARRIER SEPARATION
OF UNITS
FAMILY RM LIVING RM
DINING RM
FOYER
KITCHEN BATH 1 BATH 1 KITCHEN
LIVING RM
DINING RM
FOYER
FAMILY RM
PORCH PORCH
CL CL
PANTRY
PANTRY PANTRY
PANTRY
EGRESS DOOR
EGRESS DOOR
EGRESS DOOR
EGRESS DOOR
1-HR FIRE BARRIER SEPARATION
OF UNITS
CLOSET
BEDROOM 1
BEDROOM 2
BEDROOM 3
CLOSET
BATH 2 BATH 2
BEDROOM 1 CLOSET
BEDROOM 2
BEDROOM 3
CLOSET
STAIRSTAIR
HALLWAY
HALLWAY
ROOF ROOF
ROOF ROOF
BATH 3 CLOSET BATH 3CLOSET
EGRESS WINDOW
EMERGENCY ESCAPE AND
RESCUE OPENING
PRIMARY EGRESS
TO THE FIRST
FLOOR
EGRESS WINDOW
EMERGENCY
ESCAPE AND
RESCUE OPENING
EGRESS WINDOW
EMERGENCY
ESCAPE AND
RESCUE OPENING
EGRESS WINDOW
EMERGENCY ESCAPE AND
RESCUE OPENING
PRIMARY EGRESS
TO THE FIRST
FLOOR
1-HR FIRE BARRIER
SEPARATION OF UNITS
ROOF ROOF
ROOF
ROOFROOF
ROOF
ROOF
ROOF
BATH 4STAIR
BEDROOM 4 BEDROOM 4
STAIR
BATH 4
SITTING RM
CLOSET CLOSET
SITTING RM
ROOF
PRIMARY EGRESS
PATH TO THE FIRST
FLOOR
EGRESS WINDOW
EMERGENCY ESCAPE AND
RESCUE OPENING
PRIMARY EGRESS
PATH TO THE FIRST
FLOOR
EGRESS WINDOW
EMERGENCY ESCAPE AND
RESCUE OPENING
1-HR FIRE BARRIER
SEPARATION OF UNITS
SMOKE PARTITION
1 HOUR FIRE BARRIER
2 HOUR FIRE BARRIER
US Army Corps of Engineers ®
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*** SUPPORT VALUE ENGINEERING - IT PAYS ***
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TYPE C
3/32" = 1'-0"E1
BASEMENT LIFE SAFETY PLAN
3/32" = 1'-0"A1
FIRST FLOOR LIFE SAFETY PLAN
3/32" = 1'-0"E5
SECOND FLOOR LIFE SAFETY PLAN
3/32" = 1'-0"A5
THIRD FLOOR LIFE SAFETY PLAN
FireLogix Engineering, Ltd.
215 North Broadway Street
Lebanon, Ohio 45036
(513) 206-9651 www.firelogix.com
GENERAL NOTES:
KEYED NOTES
16'8' 32'0 16'8' 32'0
16'8' 32'0 16'8' 32'0
1. THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE
CONSTRUCTION CONTRACT AND ALL INFORMATION CONTAINED HERE IS
LOCATED ON THE CONSTRUCTION DOCUMENTS.
2. EGRESS DOORS AND EMERGENCY ESCAPE / RESCUE OPENINGS ARE
NOTED ON THE LIFE SAFETY PLANS. SEE ARCHITECTURAL PLANS FOR
DOOR AND WINDOW DETAILS. SEE SHEET GI001 CODE SUMMARY AND GI002
FIRE PROTECTION / LIFE SAFETY CODE REVIEW FOR ADDITIONAL CODE
INFORMATION.
3. SEE ELECTRICAL EP SERIES PLANS FOR SMOKE AND CARBON MONOXIDE
ALARMS.
4. SEE FIRE PROTECTION FX SERIES PLANS FOR FOR FIRE SPRINKLER.
LEGEND
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CODES AND STANDARDS
THE FOLLOWING CODES AND STANDARDS HAVE BEEN USED AS THE BASIS FOR
DESIGN AND/OR SHALL BE UTILIZED BY THE CONTRACTOR TO ESTABLISH MINIMUM
LEVELS OF QUALITY AND CONSTRUCTION TECHNIQUES.
1. GENERAL
A. UFC 4-711-01, "FAMILY HOUSING," 8-10-2018.
B. INTERNATIONAL RESIDENTIAL CODE (IRC 2018).
C. AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS AND
ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES," (ASCE 7-16).
2. WOOD
A. 2018 NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION.
B. 2018 AMERICAN WOOD COUNCIL, "WOOD FRAME CONSTRUCTION MANUAL"
THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LOADS.
1. ROOF DEAD LOADS
CLAY TILE ROOF 12 PSF
ROOF SHEATHING 3 PSF
INSULATION 1 PSF
CEILINGS 3 PSF
MEP 2 PSF
DESIGN CRITERIA
3. ROOF LIVE LOADS
UNIFORM LOAD (UNREDICIBLE) 20 PSF
5. SNOW LOADS
GROUND SNOW LOAD (Pg) 20 PSF FLAT ROOF SNOW LOAD (Pf) 14 PSF
SLOPED ROOF SNOW LOAD 9 PSF (12:12 ROOF SLOPE)
14 PSF (4:12 ROOF SLOPE)
EXPOSURE FACTOR (Ce) 1.0 IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Ct) 1.0 SLOPE FACTOR (Cs) 1.0
2. FLOOR DEAD LOADS
FLOOR TILE 5 PSF
FLOOR SHEATHING 3 PSF
INSULATION 1 PSF
CEILINGS 1 PSF
MEP 2 PSF
4. FLOOR LIVE LOADS
TYP. FLOOR 40 PSF
HABITABLE ATTIC 30 PSF
6. WIND LOADS
BUILDING
ULTIMATE DESIGN WIND SPEED (Vult) 107 MPH ALLOWABLE STRESS DESIGN WIND SPEED (Vasd) 83 MPH
RISK CATEGORY II
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFF. (GCpi) +/- 0.18
7. SEISMIC LOADS
RISK CATEGORY II
SEISMIC IMPORTANCE FACTOR (Ie) 1.0
0.2 SEC MAPPED SPECTRAL ACCELERATION (SS) 0.150
1.0 SEC MAPPED SPECTRAL ACCELERATION (S1) 0.070
SITE CLASS C
0.2 SEC DESIGN SPECTRAL ACCELERATION (SDS) 0.160
1.0 SEC DESIGN SPECTRAL ACCELERATION (SD1) 0.112
SEISMIC DESIGN CATEGORY B
1. GENERAL NOTES AND TYPICAL DETAILS DESCRIBE GENERAL CRITERIA APPLICABLE TO
ALL SIMILAR CONDITIONS THROUGHOUT THE PROJECT REGARDLESS OF WHETHER OR
NOT THEY ARE SPECIFICALLY REFERENCED IN THE PLANS OR DETAILS.
2. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE STRUCTURAL
ENGINEER BEFORE CONTINUING WITH CONSTRUCTION.
3. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION AND CIVIL
DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY
DISCREPANCY.
4. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR COMPLIANCE WITH THE
CONTRACT DOCUMENTS, FOR DIMENSIONS TO BE CONFIRMED AT THE JOBSITE, FOR
FABRICATION PROCESSES, AND FOR THE MEANS, METHODS, TECHNIQUES,
SEQUENCES AND PROCEDURES OF CONSTRUCTION.
5. NO SUBSTITUTIONS OF MATERIAL WILL BE ALLOWED WITHOUT WRITTEN PERMISSION
FROM THE ENGINEER.
6. SHOP DRAWINGS SHALL NOT BE REVIEWED FOR APPROVAL UNLESS CHECKED BY THE
FABRICATOR AND APPROVED BY THE CONTRACTOR.
7. CONTRACTOR SHALL COMPLY WITH LOCAL, STATE, FEDERAL AND OWNERS SAFETY
REGULATIONS WHILE WORKING. STRUCTURAL ENGINEER DOES NOT ASSUME ANY
RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY.
8. CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS
9. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND
ELEVATIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL ENGINEER OF ANY
DISCREPANCY. NOTIFY STRUCTURAL ENGINEER IN WRITING OF CONDITIONS
ENCOUNTERED IN THE FIELD CONTRADICTORY TO THOSE SHOWN ON THE
STRUCTURAL CONTRACT DOCUMENTS.
10. DESIGN OF TEMPORARY SHORING FOR EXISTING WALLS OR JOISTS IS THE
RESPONSIBILITY OF THE CONTRACTOR.
11. INFILLED/REPAIRED BRICK SHALL BE REPLACED WITH SALAVAGED BRICK FROM
DEMOLITION. ALL NEW BRICK WORK SHALL BE TOOTHED IN TO EXISTING, NEW
MASONRY MORTAR SHALL MATCH EXISTING MORTAR MIX.
12. EXISTING DAMAGED FRAMING, CUT JOISTS, CRACKED BRICK, OR OTHERWISE
UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR
REVIEW.
MISCELLANEOUS
ABBREVIATIONS
AB ANCHOR BOLT
ADD'L ADDITIONAL
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
APPROX APPROXIMATE, APPROXIMATELY
ARCH ARCHITECT, ARCHITECTURAL
B/ BOTTOM OF
BLDG BUILDING
BM BEAM
BO BOTTOM OF
BOD BASIS OF DESIGN
BOT BOTTOM
BP BASEPLATE
BRG BEARING
CC CENTER TO CENTER
CJ CONTROL JOINT, CONSTRUCTION JOINT
CL CENTER LINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
CP COMPLETE PENETRATION
DIA DIAMETER
DIAG DIAGONAL
DL DEAD LOAD
DO DITTO
DWG DRAWING
EOS EDGE OF SLAB
EA EACH
EF EACH FACE
EL ELEVATION
EOR ENGINEER OF RECORD
EW EACH WAY
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
FD FLOOR DRAIN
FDN FOUNDATION
FIN FLR FINISHED FLOOR
FTG FOOTING
GA GAUGE
GALV GALVANIZE, GALVANIZED
HDD HEADED
HORIZ HORIZONTAL
INT INTERIOR
JT JOINT
K KIPS
KSF KIPS PER SQUARE FOOT
KSI KIPS PER SQUARE INCH
L ANGLE
LG LONG
LL LIVE LOAD
LLV LONG LEG VERTICAL
LONG LONGITUDINAL
LVL LAMINATED VENEER LUMBER
LW LIGHT-WEIGHT
MANUF MANUFACTURER
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MIN MINIMUM
MTL METAL
NIC NOT IN CONTRACT
NTS NOT TO SCALE
NW NORMAL-WEIGHT
OC ON CENTER
OPNG OPENING
OPP OPPOSITE
PAF POWDER ACTUATED FASTENER
PC PRECAST CONCRETE
PEJF PRE-MOLDED EXPANSION JOINT FILLER
PEMB PRE-ENGINEERED METAL BUILDING
PL PLATE
PREFAB PREFABRICATED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSL PARALLEL STRAND LUMBER
PT PRESERVATIVE TREATED
RD ROOF DRAIN
REF REFER, REFERENCE
REINF REINFORCING
REQD REQUIRED
RET RETAINING
SCHED SCHEDULE
SECT SECTION
SIM SIMILAR
SLV SHORT LEG VERTICAL
SOG SLAB-ON-GRADE
SPEC SPECIFICATIONS
STIFF STIFFENER
SQ SQUARE
STD STANDARD
STL STEEL
SYM SYMMETRICAL
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
T/ TOP OF
THDD THREADED
TO TOP OF
TRANS TRANSVERSE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VIF VERIFY IN FIELD
VERT VERTICAL
W/ WITH
W/O WITHOUT
WP WORKING POINT
WWR WELDED WIRE REINFORCING
WOOD FRAMING
1. MATERIAL CERTIFICATES: FOR DIMENSION LUMBER SPECIFIED TO COMPLY WITH MINIMUM
ALLOWABLE UNIT STRESSES. INDICATE SPECIES AND GRADE SELECTED FOR EACH USE
AND DESIGN VALUES APPROVED BY THE AMERICAN LUMBER STANDARDS COMMITTEE
BOARD OF REVIEW.
2. U.N.O. ON PLANS SAWN LUMBER SHALL BE THE FOLLOWING MIN. GRADES. ANY LUMBER
SPECIES SUBSITUTIONS MUST BE APPROVED BY ENGINEER OF RECORD.
BEAMS/HEADERS (2x10 OR LARGER): SYP #1
STUD WALLS: SPF#2
ALL OTHER FRAMING: SYP #2
3. STACK LUMBER, PLYWOOD, AND OTHER PANELS; PLACE SPACERS BETWEEN EACH BUNDLE
TO PROVIDE AIR CIRCULATION. PROVIDE FOR AIR CIRCULATION AROUND STACKS AND
UNDER COVERINGS.
4. ENGINEERED WOOD PRODUCTS: PROVIDE ENGINEERED WOOD PRODUCTS ACCEPTABLE
TO AUTHORITIES HAVING JURISDICTION AND FOR WHICH CURRENT MODEL CODE
RESEARCH OR EVALUATION REPORTS EXIST THAT SHOW COMPLIANCE WITH BUILDING
CODE IN EFFECT FOR PROJECT.
L.V.L. MIN. PROPERTIES
E = 1,900,000 PSI
Fb = 2,600 PSI
P.S.L. MIN. PROPERTIES
E = 2,000,000 PSI
Fc // = 2,900 PSI
5. ALLOWABLE DESIGN STRESSES: PROVIDE ENGINEERED WOOD PRODUCTS WITH
ALLOWABLE DESIGN STRESSES, AS PUBLISHED BY MANUFACTURER, THAT MEET OR
EXCEED THOSE INDICATED. MANUFACTURER'S PUBLISHED VALUES SHALL BE DETERMINED
FROM EMPIRICAL DATA OR BY RATIONAL ENGINEERING ANALYSIS AND DEMONSTRATED BY
COMPREHENSIVE TESTING PERFORMED BY A QUALIFIED INDEPENDENT TESTING AGENCY.
6. GENERAL: PROVIDE FASTENERS OF SIZE AND TYPE INDICATED THAT COMPLY WITH
REQUIREMENTS SPECIFIED IN THIS ARTICLE FOR MATERIAL AND MANUFACTURE. WHERE
ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT, OR IN AREA OF HIGH
RELATIVE HUMIDITY, PROVIDE FASTENERS WITH HOT-DIP ZINC COATING COMPLYING WITH
ASTM A 153/A 153M.
NAILS, BRADS, AND STAPLES: ASTM F 1667.
POWER-DRIVEN FASTENERS: CABO NER-272.
WOOD SCREWS: ASME B18.6.1.
LAG BOLTS: ASME B18.2.1.
BOLTS: STEEL BOLTS COMPLYING WITH ASTM A 307, GRADE A, ; WITH ASTM A 563 HEX
NUTS AND, WHERE INDICATED, FLAT WASHERS.
7. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE
TO LINE, CUT, AND FITTED. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; SCRIBE
AND COPE AS NEEDED FOR ACCURATE FIT. LOCATE FURRING, NAILERS, BLOCKING, AND
SIMILAR SUPPORTS TO COMPLY WITH REQUIREMENTS FOR ATTACHING OTHER
CONSTRUCTION.
8. DO NOT USE MATERIALS WITH DEFECTS THAT IMPAIR QUALITY OF ROUGH CARPENTRY OR
PIECES THAT ARE TOO SMALL TO USE WITH MINIMUM NUMBER OF JOINTS OR OPTIMUM
JOINT ARRANGEMENT.
9. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND
FASTENING AS INDICATED.
10. USE COMMON WIRE NAILS, UNLESS OTHERWISE INDICATED. SELECT FASTENERS OF SIZE
THAT WILL NOT FULLY PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED TO
VIEW OR WILL RECEIVE FINISH MATERIALS. MAKE TIGHT CONNECTIONS BETWEEN
MEMBERS. INSTALL FASTENERS WITHOUT SPLITTING WOOD; PREDRILL AS REQUIRED.
11. ATTACH ITEMS TO SUBSTRATES TO SUPPORT APPLIED LOADING. RECESS BOLTS AND
NUTS FLUSH WITH SURFACES, UNLESS OTHERWISE INDICATED. WHERE POSSIBLE, SECURE
ANCHOR BOLTS TO FORMWORK BEFORE CONCRETE PLACEMENT.
12. FRAMING STANDARD: COMPLY WITH AWC'S "WOOD FRAME CONSTRUCTION MANUAL"
UNLESS OTHERWISE INDICATED.
13. FRAMING WITH ENGINEERED WOOD PRODUCTS: INSTALL ENGINEERED WOOD PRODUCTS
TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.
14. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS.
15. ARRANGE STUDS SO WIDE FACE OF STUD IS PERPENDICULAR TO DIRECTION OF WALL OR
PARTITION AND NARROW FACE IS PARALLEL. PROVIDE SINGLE BOTTOM PLATE AND
DOUBLE TOP PLATES USING MEMBERS OF 2-INCH NOMINAL THICKNESS WHOSE WIDTHS
EQUAL THAT OF STUDS, EXCEPT SINGLE TOP PLATE MAY BE USED FOR NON-LOAD-BEARING
PARTITIONS. ANCHOR PLATES TO SUPPORTING CONSTRUCTION, UNLESS OTHERWISE
INDICATED.
16. CONSTRUCT CORNERS AND INTERSECTIONS WITH THREE OR MORE STUDS. PROVIDE
BLOCKING AND FRAMING AS INDICATED AND AS REQUIRED TO SUPPORT FACING
MATERIALS, FIXTURES, SPECIALTY ITEMS, AND TRIM.
17. PROVIDE CONTINUOUS HORIZONTAL BLOCKING AT MIDHEIGHT OF WALLS MORE THAN 96
INCHES HIGH, USING MEMBERS OF 2-INCH NOMINAL THICKNESS AND OF SAME WIDTH AS
WALL OR PARTITIONS.
18. FIRE BLOCK CONCEALED SPACES OF WOOD-FRAMED WALLS AND PARTITIONS AT EACH
FLOOR LEVEL AND AT CEILING LINE OF TOP STORY. WHERE FIRE BLOCKING IS NOT
INHERENT IN FRAMING SYSTEM USED, PROVIDE CLOSELY FITTED WOOD BLOCKS OF 2-INCH
NOMINAL THICK LUMBER OF SAME WIDTH AS FRAMING MEMBERS.
19. FOR NON-LOAD-BEARING PARTITIONS, PROVIDE DOUBLE-JAMB STUDS WITH HEADERS NOT
LESS THAN 4-INCH NOMINAL DEPTH FOR OPENINGS 48 INCHES AND LESS IN WIDTH, 6-INCH
NOMINALDEPTH FOR OPENINGS 48 TO 72 INCHES IN WIDTH, 8-INCH NOMINAL DEPTH FOR
OPENINGS 72 TO 120 INCHES IN WIDTH, AND NOT LESS THAN 10-INCH NOMINAL DEPTH FOR
OPENINGS 10 TO 12 FEET IN WIDTH.
20. PROVIDE STAIR FRAMING MEMBERS OF SIZE, SPACE, AND CONFIGURATION INDICATED OR, IF NOT INDICATED, TO COMPLY WITH THE FOLLOWING REQUIREMENTS:
STRINGER SIZE: 2-BY-12-INCH NOMINAL-SIZE, MINIMUM.
NOTCHING: NOTCH STRINGERS TO RECEIVE TREADS, RISERS, AND SUPPORTS; LEAVE AT
LEAST 5 INCHES OF EFFECTIVE DEPTH.
STRINGER SPACING: AT LEAST 3 STRINGERS FOR EACH 36-INCH CLEAR WIDTH OF STAIR.
21. AT MINIMUM, PROVIDE NAILING AS DIRECTED BY THE IRC FOR VARIOUS CONDITIONS
UNLESS NOTED OTHERWISE ON PLANS.
22. PROVIDE 1/2" PLYWOOD CUT TO MATCH HEADER DEPTH BETWEEN EA. PLY OF STANDARD
SAWN LUMBER HEADERS.
US Army Corps of Engineers ®
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KROUSKOP
PE.57962
R E
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1/21/2021
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UP UP
SISTER NEW 1 3/4"x 9 1/4" LVL TO EXISTING JOIST W/ (3) 16d NAILS @ 12" OC
DOUBLE 2x10
A6
S-505
PROVIDE FACE MOUNT HANGER
WITH MIN. ALLOWABLE (FLOOR)
LOAD CAPACITY OF 1800 LBS.
AT HATCHED AREA, EXISTING ASSUMED CONC. FOUNDATION
WALL SHALL BE SAWCUT BELOW NEW STAIR STRINGER
ELEVATION. CONTRACTOR SHALL VERIFY NOTCHED WALL
DOES NOT INTERFERE WITH EXISTING ASSUMED COLUMN
BASEPLATE/BEARING. CONTACT ENGINEER OF RECORD IF A
CONFLICT IS PRESENT
S Y
M
EXISTING ASSUMED
JOISTS @ 16" OC VIF
INFILL EXISTING BASEMENT DOOR OPENING
@ CONCRETE FOUNDATION WALL:
INFILL WITH CONCRETE AND PROVIDE #4x24"
LONG DOWELS @ 12" OC DRILL AND EPOXY TO
EXISTING CONC. W/ 6" EMBED
@ BRICK FOUNDATION WALL:
INFILL AND FULLY TOOTH WITH RECLAIMED BRICK
(WITH MORTAR MATCHING EXISTING MORTAR
STRENGTH)
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LAYOUT, SPAN DIRECTION,
ETC. OF EXISTING ELEMENTS SHOWN IN FIELD. ANY DISCREPANCIES SHALL
BE REPORTED TO THE ARCHITECT/ENGINEER OF RECORD.
2. SHADED WALLS INDICATE ASSUMED EXISTING INTERIOR BEARING WALLS.
CONCTRACTOR TO VERIFY LAYOUT OF EXISTING BEARING WALLS PRIOR TO
DEMOLITION.
3. NEW FLUSH WOOD BEAMS IN EXISTING FLOOR SYSTEM SHALL MATCH
NEAREST SOLID LUMBER OR LVL BEAM DEPTH. SIZE SHOWN ON PLAN IS
MINIMUM DEPTH ALLOWED.
4. FRAMING SHOWN ON EITHER SIDE OF THE LINE OF SYMMETRY SHOWN
SHALL BE INSTALLED ON MIRRORED SIDE UNLESS SPECIFICALLY NOTED
OTHERWISE.
5. SEE ARCHITECTURAL FOR EXISTING LINTELS THAT REQUIRE
REPLACEMENT. SEE DETAILS AND EXISTING LINTEL REPLACEMENT
SCHEDULE ON STRUCTURAL DETAIL SHEETS.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
PLAN NORTH
S-101
S
T F
L O
O R
F R
A M
IN
G
P L
A N
W R
IG
H
T -P
A T
T E
R S
O N
A F
B
D A
Y T
O N
O
H
IO
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
D H
IN
D
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A M
C G
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IR
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S D
E G
A R
O
B K
R O
U S
K O
P
J A
N U
A R
Y
W Q
R -1
-F
-0
CERTIFIED FINAL SUBMITTAL
IM
P
R O
V E
F A
M
IL
Y H
O U
S
IN
G
P
TYPE C
3/16" = 1'-0"D1
1ST FLOOR FRAMING
8'4' 16'0 8'4' 16'0
GENERAL NOTES:
BRETT CARTER
S T
A
TE OF O
H
IO
P R
O F E
S
S IONA L EN
G
IN
E
E R
KROUSKOP
PE.57962
R E
GIST ERE
D
1/21/2021
W
2Q R
R
-0
UPUP
TRIPLE 2x8 DROPPED BEAM
VERIFY EXISTING ASSUMED BEAM POST
SIZE/MATERIAL ((5) 2x4 OR 3.5x5.25 MIN. PSL
POST IF WOOD). PROVIDE JOIST HANGER
WITH ALLOWABLE FLOOR CAPACITY OF 2000
LBS TO FACE OF ASSUMED POST
TRIPLE 2x4 POST
ASSUMED EXISTING
DROPPED BEAM, VIF
S Y
M
EXISTING ASSUMED
JOISTS @ 16" OC VIF
2x4 PT RAFTERS @
16" OC
DOUBLE 2x6 PT BEAM
2x14 PT LEDGER
D7
S-505
F7
S-505
D9
S-505
F9
S-505
DOUBLE 2x12 HEADER
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LAYOUT, SPAN DIRECTION,
ETC. OF EXISTING ELEMENTS SHOWN IN FIELD. ANY DISCREPANCIES SHALL
BE REPORTED TO THE ARCHITECT/ENGINEER OF RECORD.
2. SHADED WALLS INDICATE ASSUMED EXISTING INTERIOR BEARING WALLS.
CONCTRACTOR TO VERIFY LAYOUT OF EXISTING BEARING WALLS PRIOR TO
DEMOLITION.
3. ALL BEARING WALL JAMB STUDS AND WOOD POSTS SHALL RUN
CONTINUOUS TO EXISTING OR NEW FOUNDATION WALL. SEE DETAIL
FOR DETAIL @ FLOOR SPLICE.
4. FRAMING SHOWN ON EITHER SIDE OF THE LINE OF SYMMETRY SHOWN
SHALL BE INSTALLED ON MIRRORED SIDE UNLESS SPECIFICALLY NOTED
OTHERWISE.
5. SEE ARCHITECTURAL FOR EXISTING LINTELS THAT REQUIRE
REPLACEMENT. SEE DETAILS AND EXISTING LINTEL REPLACEMENT
SCHEDULE ON STRUCTURAL DETAIL SHEETS.
/A1 S-505
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
PLAN NORTH
S-102
N
D F
L O
O R
F R
A M
IN
G
P L
A N
W R
IG
H
T -P
A T
T E
R S
O N
A F
B
D A
Y T
O N
O
H
IO
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
D H
IN
D
S
A M
C G
U
IR
E
S D
E G
A R
O
B K
R O
U S
K O
P
J A
N U
A R
Y
W Q
R -1
-F
-0
CERTIFIED FINAL SUBMITTAL
IM
P
R O
V E
F A
M
IL
Y H
O U
S
IN
G
P
TYPE C
8'4' 16'0 8'4' 16'0 3/16" = 1'-0"D1
2ND FLOOR FRAMING
GENERAL NOTES:
BRETT CARTER
S T
A
TE OF O
H
IO
P R
O F E
S
S IONA L EN
G
IN
E
E R
KROUSKOP
PE.57962
R E
GIST ERE
D
1/21/2021
W
2Q R
R
-0
UPUP
DOUBLE 2x8 HEADER S Y
M
EXISTING ASSUMED
JOISTS @ 16" OC VIF
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LAYOUT, SPAN DIRECTION,
ETC. OF EXISTING ELEMENTS SHOWN IN FIELD. ANY DISCREPANCIES SHALL
BE REPORTED TO THE ARCHITECT/ENGINEER OF RECORD.
2. SHADED WALLS INDICATE ASSUMED EXISTING INTERIOR BEARING WALLS.
CONCTRACTOR TO VERIFY LAYOUT OF EXISTING BEARING WALLS PRIOR TO
DEMOLITION.
3. ALL BEARING WALL JAMB STUDS AND WOOD POSTS SHALL RUN
CONTINUOUS TO EXISTING OR NEW FOUNDATION WALL. SEE DETAIL
FOR DETAIL @ FLOOR SPLICE.
4. FRAMING SHOWN ON EITHER SIDE OF THE LINE OF SYMMETRY SHOWN
SHALL BE INSTALLED ON MIRRORED SIDE UNLESS SPECIFICALLY NOTED
OTHERWISE.
5. SEE ARCHITECTURAL FOR EXISTING LINTELS THAT REQUIRE
REPLACEMENT. SEE DETAILS AND EXISTING LINTEL REPLACEMENT
SCHEDULE ON STRUCTURAL DETAIL SHEETS.
/A1 S-505
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
PLAN NORTH
S-103
R
D F
L O
O R
F R
A M
IN
G
P L
A N
W R
IG
H
T -P
A T
T E
R S
O N
A F
B
D A
Y T
O N
O
H
IO
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
D H
IN
D
S
A M
C G
U
IR
E
S D
E G
A R
O
B K
R O
U S
K O
P
J A
N U
A R
Y
W Q
R -1
-F
-0
CERTIFIED FINAL SUBMITTAL
IM
P
R O
V E
F A
M
IL
Y H
O U
S
IN
G
P
TYPE C
3/16" = 1'-0"D1
3RD FLOOR FRAMING
8'4' 16'0 8'4' 16'0
GENERAL NOTES:
BRETT CARTER
S T
A
TE OF O
H
IO
P R
O F E
S
S IONA L EN
G
IN
E
E R
KROUSKOP
PE.57962
R E
GIST ERE
D
1/21/2021
W
2Q R
R
-0
DNDN
EXISTING ASSUMED
RAFTERS @ 16" OC
VIF
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LAYOUT, SPAN DIRECTION,
ETC. OF EXISTING ELEMENTS SHOWN IN FIELD. ANY DISCREPANCIES SHALL
BE REPORTED TO THE ARCHITECT/ENGINEER OF RECORD.
2. CONTRACTOR TO VERIFY LOCATION OF ANY INTERIOR BEARING LINES,
POSTS FROM EXISTING RIDGE BEAMS, HIP BEAMS, ETC. PROVIDE ANY
FINDINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO DEMOLITION.
3. SEE ARCHITECTURAL FOR EXISTING LINTELS THAT REQUIRE
REPLACEMENT. SEE DETAILS AND EXISTING LINTEL REPLACEMENT
SCHEDULE ON STRUCTURAL DETAIL SHEETS.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
PLAN NORTH
S-104
R O
O F
F R
A M
IN
G
P L
A N
W R
IG
H
T -P
A T
T E
R S
O N
A F
B
D A
Y T
O N
O
H
IO
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
D H
IN
D
S
A M
C G
U
IR
E
S D
E G
A R
O
B K
R O
U S
K O
P
J A
N U
A R
Y
W Q
R -1
-F
-0
CERTIFIED FINAL SUBMITTAL
IM
P
R O
V E
F A
M
IL
Y H
O U
S
IN
G
P
TYPE C
3/16" = 1'-0"D1
ROOF FRAMING
8'4' 16'0 8'4' 16'0
GENERAL NOTES:
BRETT CARTER
S T
A
TE OF O
H
IO
P R
O F E
S
S IONA L EN
G
IN
E
E R
KROUSKOP
PE.57962
R E
GIST ERE
D
1/21/2021
W
2Q R
R
-0
L.V.L. MEMBERS SAWN LUMBER
FASTENER SPACING
12" OC (ONE SIDE)
12" OC (BOTH SIDES)
12" OC (ONE SIDE)
TWO-PLY
THREE-PLY
FOUR-PLY
# OF ROWS
FASTENER
16d NAILS
SEE NOTE #1
16d NAILS
# OF ROWS
N/A
FASTENER
10d NAILS
10d NAILS
N/A
NOTES:
1. ONE SIDED FASTENERS FOR FOUR-PLY L.V.L. MEMBERS SHALL USE 0.22" DIA.
SHANK FASTENERS 6 3/4" LONG WITH LARGE WASHER HEAD SPECIFICALLY
INTENDED FOR MULTI-PLY LUMBER FASTENING
TWO-PLY THREE-PLY FOUR-PLY
MULTI PLY-BEAM/HEADER FASTENING REQUIREMENTS
WOOD POST, OR JAMB STUDS
UPPER WALL SILL PLATE
FLOOR JOIST PER PLAN
LOWER WALL TOP PLATES
CONTINUE POST (OR JAMB
STUDS) FROM ABOVE TO
FOUNDATION. KING STUDS
NEED NOT BE CONTINUED
BELOW
PROVIDE SOLID LUMBER
BLOCKING AT IN FLOOR
CAVITY MATCHING JAMB
STUD OR POST DIMENSION
WOOD POST SPLICE @ FLOOR
HOLDOWN WHERE NOTED PER
PLAN OR HEADER DETAIL
@ FOUNDATION LEVEL, DRILL
AND EPOXY THREADED ROD TO
FOUNDATION WALL W/ EPOXY
AND 10" MIN. EMBED
2'1' 4'0
HEADER PER PLAN
FASTEN THROUGH
FIRST KING TO HEADER
W/ (3) 16d NAILS @ 3" OC
VERT.
FASTEN THROUGH
FIRST JAMB TO EA. SILL
PLATE W/ (3) 16d NAILS
HOLD-DOWN CAPABLE OF
RESISTING 2000 LBS UPLIFT
IN SPF LUMBER
SILL PLATE (NOT USED
FOR DOOR OPENINGS)
JAMB STRAP WITH UPLIFT
CAPACITY OF 1000 LBS RUN UP AND
OVER HEADER AND DOWN EACH
FACE OF STUD W/ 12" MIN.
OVERLAP
KING STUDS
JAMB STUDS
OPENING WIDTH, "W" JAMB / KING STUDS SILL PLATE JAMB STRAP REQ'D?
EXTERIOR WALLS / INTERIOR WALLS SUPPORTING ROOF FRAMING
W < 3'-4" 2 JAMB / 1 KING (1) 2x6 NO
NO
1 STRAP REQ'D
HOLDOWN REQ'D
3'-4" < W < 6'-0"
NO
NO2 JAMB / 2 KING (1) 2x6
6'-0" < W < 9'-0" NO3 JAMB / 2 KING (2) 2x6
2 STRAPS REQ'D9'-0" < W YES3 JAMB / 3 KING (3) 2x6
OPENING WIDTH, "W" JAMB / KING STUDS SILL PLATE JAMB STRAP REQ'D?
INTERIOR BEARING WALLS SUPPORTING FLOORS ONLY
W < 6'-0" 2 JAMB / 1 KING (1) 2x6 NO
NO
HOLDOWN REQ'D
6'-0" < W
NO
NO3 JAMB / 1 KING (1) 2x6
NOTES:
1. ALL MULTI-PLY WALL STUDS FASTENED SHALL BE GANGED TOGETHER IN
ACCORDANCE WITH BUILDING CODE AND GENERAL NOTES.
2. FRAMING SIZES AND QUANTITIES ABOVE ARE MINIMUM VALUES. REFER TO
PLANS FOR ANY SPECIAL CONDITIONS.
"W"
UNLESS NOTED OTHERWISE:
NEW FACE MOUNT JOIST HANGER
WITH MIN. ALLOWABLE (FLOOR)
LOAD CAPACITY OF 1000 LBS
FOR EXISTING HEADERS OR
DOUBLE JOISTS, PROVIDE
HANGER WITH MIN. ALLOWABLE
(FLOOR) LOAD CAPACITY OF 1800
LBS.
EXISTING ASSUMED CONC. FOUNDATION WALL SAWCUT BELOW
NEW FLOOR STRINGER
NEW PT PLATE @ TOP OF WALL. ANCHOR TO WALL W/ (2) 1/4"
THREADED CONCRETE ANCHORS W/ 1 3/4" MIN. EMBED @ 16" OC
BEARING SEAT FOR STAIR STRINGER. TRIPLE STUD MATERIAL,
EXTEND OUTER PLIES AROUND STRINGER. FASTEN EA. OUTER PLY
TO STRINGER W/ (4) 16d NAILS
NEW STAIR STRINGER, SEE GENERAL NOTES
EXISTING ASSUMED FLOOR JOIST SHALL BE CUT
1/4" MAXIMUM FROM FACE OF NEW HEADER
SLOPEABLE JOIST HANGER WITH
ALLOWABLE LIVE CAPACITY OF 1200
LBS.
FASTEN EXISTING
SHEATHING TO NEW BEAM
W/ 10d NAILS @ 6" OC
NEW BEAM, SEE PLAN
FASTEN FIRST RAFTER TO EXISTING
WALL W/ (3) EQUALLY SPACED
1/4"x3 1/4" THREADED MASONRY
ANCHORS (APPROVED FOR
INSTALLATION IN BRICK)
RAFTERS PER PLAN
PRE-FAB GALV. HANGER
CAPABLE OF RESISTING
ALLOWABLE SNOW LOAD
OF 500 LBS
BEAM PER PLAN
ASSUMED 3 WYTHE SOLID
BRICK WALL
2'1' 4'0
EXISTING RAFTERS
LEDGER PER PLAN
DOOR PER ARCH.
EXISTING ASSUMED
TIMBER FRAMING
ABOVE TRANSOM
EXISTING TRANSOM
WINDOW ABOVE DOOR
TO BE COVERED OR
INFILLED WITH NEW PT
WOOD FRAMING
5/8" APA RATED
EXTERIOR PLYWOOD
SHEATHING. FASTEN TO
ALL FRAMING MEMBERS
W/ 10d NAILS @ 3" OC
LIGHT GAUGE SS FRAMING
ANGLE WITH ALLOWABLE
CAPACITY OF 400 LBS, TYP.
0.22"x5" TIMBER SCREW
THROUGH RAFTER TO
BEAM BELOW
RAFTERS PER PLAN
BEAM PER PLAN
2'1' 4'0
REFER TO ARCHITECTURAL
FOR ROOF SLOPE AND
AWNING GEOMETRY
EXISTING RAFTERS
LEDGER PER PLAN
4"x16"x3/8" GALV. BACKER
PLATE
ASSUMED 2 WYTHE SOLID
BRICK WALL WITH LET-IN
TIMBER TRIM
5/8" APA RATED
EXTERIOR PLYWOOD
SHEATHING. FASTEN TO
ALL FRAMING MEMBERS
W/ 10d NAILS @ 3" OC
(2) 0.22"x5" TIMBER
SCREWS THROUGH
RAFTER TO CEILING
JOIST BELOW
RAFTERS PER PLAN
PROVIDE (3) 16d
NAILS THROUGH
CEILING JOIST TO EA.
BEAM PLY BEHIND
CEILING JOIST MATCHING
BEAM DEPTH
(2) 5/8" SS THREADED RODS W/
NUTS AND 1/4"x3" PLATE
WASHERS. PROVIDE ON EA. SIDE
OF EXISTING DOOR OPENING
2'1' 4'0
REFER TO ARCHITECTURAL
FOR ROOF SLOPE AND
AWNING GEOMETRY
5/8" APA RATED
EXTERIOR PLYWOOD
SHEATHING. FASTEN TO
ALL FRAMING MEMBERS
W/ 10d NAILS @ 3" OC
2'1' 4'0
PT RAFTER PER PLAN
CEILING JOIST
NEW DOUBLE ANGLE
LINTEL PER PLAN PROVIDE
8" MIN. BEARING EA. END
ASSUMED 2 WYTHE
SOLID BRICK WALL
NEW TRIPLE ANGLE LINTEL
PER PLAN PROVIDE 8" MIN.
BEARING EA. END
ASSUMED 3 WYTHE
SOLID BRICK WALL
TRIPLE ANGLE LINTEL
OPENING WIDTH
BRICK LINTEL SCHEDULE
0'-0" TO 5'-0"
5'-1" TO 7'-0"
7'-1" TO 9'-0"
ANGLE SIZE
L6x3 1/2x5/16 (LLV)
L7x4x3/8 (LLV)
L8x4x7/16 (LLV)
2'1' 4'0
EXISTING LINTEL REPLACEMENT NOTES:
1. BRICK LINTEL SCHEDULE ONLY APPLIES TO REPLACEMENT OF EXISTING
LINTELS IN 2-WYTHE AND 3-WYTHE LOAD-BEARING BRICK WALLS.
2. BRICK STEEL LINTELS SHALL HAVE 8" MINIMUM BEARING EACH END.
3. WHEN THE DISTANCE BETWEEN TWO ADJACENT OPENINGS AT THE SAME
ELEVATION IS LESS THAN 16", PROVIDE CONTINUOUS LINTEL OVER BOTH
OPENINGS. LINTEL SHALL BE SIZED BASED ON THE LARGER OPENING.
4. SEE ARCHITECTURAL FOR WIDTH OF OPENINGS AND LIST OF EXISTING
LINTELS THAT REQUIRE REPLACEMENT.
5. ONE LINTEL IS REQUIRED PER WYTHE OF BRICK. SEE DETAILS ABOVE FOR
2-WYTHE AND 3-WYTHE CONDITIONS.
6. TEMPORARY SHORING FOR EXISTING BRICK WALL DURING NEW LINTEL
INSTALLATION IS THE RESPONSIBILITY OF THE CONTRACTOR.
DOUBLE ANGLE LINTEL
EXISTING DIAGONALLY
SHEATHED 1x PLANK
SUBFLOOR
EXISTING ASSUMED FLOOR
JOISTS
2x6 BLOCKING @ 24" BELOW
PARALLEL WALLS WHICH DO NOT
ALIGN WITH FLOOR JOISTS.
INSTALL TIGHT TO UNDERSIDE OF
PLANK SUBFLOOR
INTERIOR WALL
LIGHT GAUGE FRAMING ANGLE
OR FACE MOUNT HANGER
WITH ALLOWABLE 'FLOOR'
CAPACITY OF 500 LBS
2'1' 4'0
@ WALLS PARALLEL TO JOISTS
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
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T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
S-505
F R
A M
IN
G
D E
T A
IL
S
W R
IG
H
T -P
A T
T E
R S
O N
A F
B
D A
Y T
O N
O
H
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L O
U
IS
V
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L E
D
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T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
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L E
K
E N
T U
C K
Y
D H
IN
D
S
A M
C G
U
IR
E
S D
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CERTIFIED FINAL SUBMITTAL
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TYPE C
2'1' 4'0 3/4" = 1'-0"B9
FASTENING SCHEDULE
3/4" = 1'-0"A1
SPLICE DETAILS
2'1' 4'0
3/4" = 1'-0"D1
TYP. LOADBEARING HEADER
3/4" = 1'-0"A6
STRINGER ATTACHMENT DETAIL
2'1' 4'0
3/4" = 1'-0"D9
AWNING SECTION
3/4" = 1'-0"F7
AWNING SECTION
3/4" = 1'-0"D7
AWNING SECTION
3/4" = 1'-0"F9
AWNING SECTION
3/4" = 1'-0"E4
SOLID BRICK LINTEL REPLACEMENT
DETAIL
3/4" = 1'-0"C4
NEW NON-BEARING WALL BASE DETAIL
BRETT CARTER
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S IONA L EN
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KROUSKOP
PE.57962
R E
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A ---------------------
A LABEL CLASS A DOOR
A/C AIR CONDITION
A/C UNIT AIR CONDITIONING UNIT
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ACC ACCESSIBLE
ACS AUTOMATIC CONTROL SYSTEM
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACT ACOUSTICAL CEILING TILE
ADA AMERICANS WITH DISABILITIES ACT
ADMIN ADMINISTRATION
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION BARRIER
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APC ACOUSTICAL PANEL CEILING
APPROX APPROXIMATE
AR AS REQUIRED
ARCH ARCHITECT
ASC ABOVE SUSPENDED CEILING
ASSY ASSEMBLY
ATC ACOUSTICAL TILE CEILING
AVG AVERAGE
AW ARCHITECTURAL WOODWORK
AWT ACOUSTICAL WALL TREATMENT
B ---------------------
B LABEL CLASS B DOOR
BALC BALCONY
BB BASEBOARD
BC BOOKCASE
BD BOARD
BDRY BOUNDARY
BFF BELOW FINISH FLOOR
BHMA BUILDER'S HARDWARE MANUFACTURER'S
ASSOCIATION
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BN BULLNOSE
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BUILDING PAPER
BRKT BRACKET
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT-UP ROOFING
C ---------------------
C CONC CAST CONCRETE
C LABEL CLASS C DOOR
CAB CABINET
CATW CATWALK
CAV CAVITY
CBB CEMENTITIOUS (BACKER) BOARD
CD CONSTRUCTION DOCUMENTS
CDW CHILLED DRINKING WATER
CEM PLAS CEMENT PLASTER
CER CERAMIC
CF CONTRACTOR FURNISHED
CF/CI CONTRACTOR FURNISHED/CONTRACTOR
INSTALLED
CFE CONTRACTOR FURNISHED EQUIPMENT
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CFMF COLD-FORMED METAL FRAMING
CFS CUBIC FEET PER SECOND
CG CORNER GUARD
CI CAST IRON
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG DIFF CEILING DIFFUSER
CLG HT CEILING HEIGHT
CLL COLUMN LINE
CLO CLOSET
CLR COLOR
CLRM CLASSROOM
CMU CONCRETE MASONRY UNIT
CNDS CONDENSATE
CDR CARD READER
CO CLEANOUT
COL COLUMN
COMM COMMUNICATION
CONC CONCRETE
CONC FLR CONCRETE FLOOR
CONF CONFERENCE
CONT CONTINUE
COORD COORDINATE
CORR CORRIDOR
CP CONCRETE PIPE
CPT CARPET
CR CONTROL ROOM
CS CAST STONE
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF CERAMIC TILE FLOOR
CTR CENTER
CU FT CUBIC FEET
CW CASEMENT WINDOW
D ---------------------
D DEPTH
D LABEL CLASS D DOOR
DBL DOUBLE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DIR DIRECTION
DIST DISTANCE
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
E ---------------------
E LABEL CLASS E DOOR
EA EACH
EF EACH FACE
EIFS EXTERIOR INSULATION AND FINISH SYSTEM
EJ EXPANSION JOINT
ES EACH SIDE
EL ELEVATION
ELEV ELEVATOR
ENTR ENTRANCE
EPS EXPANDED POLYSTYRENE BOARD (INSULATION)
EQ EQUAL
EWC ELECTRIC WATER COOLER
EXP EXPOSED
EXT EXTERIOR
EXT EXTINGUISHER
EXT GR EXTERIOR GRADE
F ---------------------
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR PANEL
FAS BD FASCIA BOARD
FC BRK FACE BRICK
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FED FEDERAL
FF FINISH FACE
FF EL FINISH FLOOR ELEVATION
FF INSUL FOIL BACKED INSULATION
FGL FIBERGLASS
FH FIRE HOSE
FHP FULL HEIGHT PARTITION
FIN FINISH
FIN BS FINISH BOTH SIDES
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FIXT FIXTURE
FLDG FOLDING
FLEX FLEXIBLE
FLG FLOORING
FLMT FLUSH MOUNT
FLR FLOOR
FM FACTORY MUTUAL
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FR FIRE RESISTANT
FRG FIBER REINFORCED GYPSUM
FRMG FRAMING
FRP FIBERGLASS REINFORCED PLASTIC
FRTW FIRE RETARDANT TREATED WOOD
FS FEDERAL SPECIFICATION
FSTNR FASTENER
FT FEET
FTG FOOTING
FWC FABRIC WALLCOVERING
G ---------------------
G NATURAL GAS
GALV GALVANIZED
GB GRAB BAR
GFCI GOVERNMENT FURNISHED CONTRACTOR
INSTALLED
GFGI GOVERNMENT INSTALLED FURNISHED
INSTALLED BY GOVERNMENT
GFRG GLASS-FIBER-REINFORCED GYPSUM
GLZ GLAZING
GR FL GROUND FLOOR
GUT GUTTER
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
H ---------------------
HB HOSE BIBB
HDPE HIGH DENSITY POLYETHYLENE
HDW HARDWARE
HDWD HARDWOOD
HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)
HM HOLLOW METAL
HMD HOLLOW METAL DOOR
HORIZ HORIZONTAL
HT HEIGHT
HYDR HYDRAULIC
I ---------------------
IBC INTERNATIONAL BUILDING CODE
INSUL INSULATION
INT INTERIOR
ILO IN LIEU OF
J ---------------------
JAN JANITOR
K ---------------------
KPD KEYPAD
KIT KITCHEN
KPL KICKPLATE
L ---------------------
LAM LAMINATE
LAV LAVATORY
LBF LINEAR BOARD FEET
LBR LUMBER
LBS POUND
LDG LANDING
LF LINEAR FEET (FOOT)
LIB LIBRARY
LIN LINEAR
LKR LOCKER
LOC LOCATION
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
M ---------------------
MACH RM MACHINE ROOM
MATL MATERIAL
MAX MAXIMUM
MC MOISTURE CONTENT
MD METAL DECK
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MEMB MEMBRANE
MF MILL FINISH
MFR MANUFACTURER
MID MIDDLE
MIL STD MILITARY STANDARD
MIN MINIMUM, MINUTE
MIRR MIRROR
MISC MISCELLANEOUS
MLDG MOLDING (MOULDING)
MO MASONRY OPENING
MOD MODIFY
MB MOISTURE BARRIER
MTG MOUNTING
MTL METAL
MVBL MOVABLE
MWP MEMBRANE WATERPROOFING
N ---------------------
N NORTH
NA NOT APPLICABLE
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
O -------------------
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OFF OFFICE
OGL OBSCURE GLASS
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OWSJ OPEN WEB STEEL JOIST
OPR OPERABLE
ORD OVERFLOW ROOF DRAIN
ORIG ORIGINAL
P --------------------
PA PUBLIC ADDRESS
PAR PARAPET
PAT PATTERN
PB PULL BOX
PBD PARTICLEBOARD
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCT PERCENT
PERF PERFORATED
PERIM PERIMETER
PH PHASE
PIL PILASTER
PL PROPERTY LINE
PL GL PLATE GLASS
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
PP PL PUSH/PULL PLATE
PR PAIR
PRCST PRECAST
PRKG PARKING
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTDR PAPER TOWEL DISPENSER AND RECEPTACLE
PTN PARTITION
PWR POWER
Q --------------------
QT QUARRY TILE
QTY QUANTITY
R --------------------
RB RESILIENT BASE
RBM REINFORCED BRICK MASONRY
RBR RUBBER
RC REINFORCED CONCRETE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RDG INS RIGID INSULATION, SOLID
REC RECESSED
REC RM RECREATION ROOM
REF REFERENCE
REM REMOVABLE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
REST RESTROOM
RF RESILIENT FLOORING
RFG ROOFING
RH ROOF HATCH
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
RO ROUGH OPENING
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
S --------------------
SB SPLASH BLOCK
SCHED SCHEDULE
SD SMOKE DETECTOR
SF SQUARE FOOT (FEET)
SFTWD SOFTWOOD
SGL SINGLE
SHT MTL FLASH SHEET METAL (FLASHING)
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJ SCORED JOINT
SKLT SKYLIGHT
SLNT SEALANT
SMK SMOKE
SMLS SEAMLESS
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SST STAINLESS STEEL
ST STAIRS
STD STANDARD
STL JST STEEL JOIST
STL RF DK STEEL ROOF DECK
STOR STORAGE
STR STRINGERS
STRB/HRN STROBE/HORN
SUB FL SUBFLOOR
SV SHEET VINYL
SW SIDEWALK
T --------------------
T TREAD
T/S TUB/SHOWER
TC TERRA COTTA
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZZO
TFF TOP OF FINISH FLOOR
THK THICKNESS
TK BD TACKBOARD
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TRANS TRANSOM
TRTD TREATED
TV TELEVISION
A. ALL MATERIALS AND SHAPES INDICATED ARE CONTINUOUS UNLESS
SPECIFICALLY NOTED OTHERWISE.
B. DETAILS, NOTES AND/OR SCHEDULES MAY SHOW SELECTED REQUIRED
FASTENER TYPES, SIZES AND LOCATIONS. WHERE FASTENERS ARE SO
DETAILED OR SCHEDULED, SUCH FASTENING SHALL NOT BE CONSIDERED A
COMPLETE REPRESENTATION OF ALL FASTENING REQUIRED.
C. SECURE ALL NEW CONSTRUCTION WITH FASTENERS OF ADEQUATE SIZE
AND AT PROPER SPACING TO ENSURE THAT ALL MATERIALS WILL REMAIN
SECURELY FIXED IN POSITION AS SHOWN.
D. WHERE ACCESSORY MATERIALS ARE DETAILED, NOTED OR SPECIFIED AND
NO EXTENT OF USE IS INDICATED, PROVIDE ACCESSORY MATERIALS
WHEREVER USE IS POSSIBLE.
E. INSTALL NEW CONSTRUCTION USING MATERIALS, TYPE AND METHOD OF
ANCHORAGE IN SUCH A WAY AS TO PROVIDE FOR EXPANSION AND
CONTRACTION.
F. REFER TO ABBREVIATION LIST FOR DEFINITION OF ABBREVIATIONS. WHEN
AN ABBREVIATION IS USED BUT NOT LISTED THE DEFINITION IN THE
SPECIFICATIONS OR REQUEST FOR PROPOSAL (RFP) SHOULD BE USED. IN
THE EVENT THAT AN ABBREVIATION IS NOT LISTED IN THE SPECIFICATIONS
OR RFP, THE INDUSTRY STANDARD DEFINITION APPLICABLE TO THE
CONTEXT SHOULD BE USED.
G. DETAILS MAY BE EXPLODED (I.E.
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