A06_Drawings_1.pdf
PDF 7 MB Posted
- Attached to
- BLM-CO TRFO CANM LAKEVIEW INTERN HOUSING Federal contract opportunity
- Solicitation number
- 140L1725R0003
About this file
These are architectural and engineering construction documents for the Lakeview Intern Housing Renovation project at Canyons of the Ancients National Monument in Dolores, Colorado. The comprehensive set of drawings details the renovation of a 2,230 square foot single-family residential structure into a code-compliant congregate living residential facility for the Bureau of Land Management. Key renovation elements include converting the existing unconditioned garage into two new bedrooms, a bathroom, laundry, and mechanical/electrical room, installing a new NFPA 13D sprinkler system, adding multi-station smoke and carbon monoxide alarms, reconfiguring the kitchen, replacing exterior cladding, and making various cosmetic improvements. The drawings provide extensive technical specifications across architectural, structural, mechanical, electrical, and plumbing disciplines, including foundation plans, floor framing, wall types, roof structures, domestic water and sanitary systems, ductwork, electrical layouts, and accessibility modifications to meet current building codes.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| BID_SCHEDULE_1.pdf | ||
| A06_Specifications_1.pdf |
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Text version
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SHEET NUMBER SHEET NAME
GENERAL
G-000 COVERSHEET
G-001 CODE INFORMATION
CIVIL
C-01 SITE PLAN - EXISTING
C-02 SITE PLAN - PROPOSED
C-03 RV PADS
ARCHITECTURAL
A-001 LEGENDS & ABBREVIATIONS
A-002 TYPICAL DETAILS
AR-100 EXISTING FIRST FLOOR PLAN
AR-101 EXISTING ROOF PLAN
AR-201 EXISTING ELEVATIONS
AR-301 EXISTING SECTIONS
AD-101 DEMOLITION PLAN
A-100 FOUNDATION PLAN
A-101 FLOOR PLAN
A-102 REFLECTED CEILING PLAN
A-103 ENLARGED FLOOR PLAN - NEW BEDROOMS
A-104 ENLARGED FLOOR PLAN & INTERIOR ELEVATIONS
A-105 ROOF PLAN
A-106 FINISH PLAN
A-201 ELEVATIONS
A-301 SECTIONS
A-302 SECTIONS
A-601 DETAILS
A-602 DETAILS
A-801 DOOR & WINDOW SCHEDULES
A-802 TYPICAL WINDOW DETAILS
A-803 TYPICAL DOOR DETAILS
STRUCTURAL
S-101 STRUCTURAL PLANS
S-501 STRUCTURAL SECTIONS & DETAILS
S-502 STRUCTURAL SECTIONS & ELEVATIONS
S-503 STRUCTURAL SECTIONS
MECHANICAL
M-001 LEGENDS, ABBREVIATIONS & GEN. NOTES
M-201 FLOOR PLAN - DUCTWORK
M-202 FLOOR PLAN - PIPING
M-501 DETAILS
M-601 MECHANICAL SCHEDULES
ELECTRICAL
E-001 PNL SCHEDULE, ONE-LINE, LEGENDS, AND GEN NOTES
E-101 POWER PLAN
E-102 LIGHTING PLAN
FA-101 FIRE DETECTION PLAN
PLUMBING
P-001 LEGENDS, ABBREVIATIONS & GEN. NOTES
P-201 CRAWLSPACE - DOMESTIC WATER
P-202 CRAWLSPACE - SANITARY
P-203 FLOOR PLAN - DOMESTIC WATER
P-204 FLOOR PLAN - SANITARY
P-601 PLUMBING SCHEDULES & DETAILS
P-901 ISOMETRIC
CANYONS OF THE ANCIENTS NATIONAL MONUMENT
LAKEVIEW INTERN HOUSING RENOVATION
27549 CO-184, DOLORES, COLORADO 81323
NATIONAL CONSERVATION LANDS
PROJECT SUMMARY:
RENOVATION OF EXISTING 1974 SINGLE-FAMILY RESIDENTIAL STRUCTURE TO A CODE-COMPLIANT CONGREGATE LIVING RESIDENTIAL FACILITY. INCLUDES THE CONVERSION OF THE EXISTING UNCONDITIONED GARAGE SPACE TO NEW CONDITIONED SPACE, WHICH WILL HOUSE TWO NEW BEDROOMS, A
BATHROOM, LAUNDRY, AND MECHANICAL/ELECTRICAL ROOM.
OTHER IMPROVEMENTS TO THE FACILITY INCLUDE A NEW NFPA 13D SPRINKLER SYSTEM, MULTI-STATION SMOKE ALARMS AND CARBON MONOXIDE ALARMS, RENOVATED/RE-CONFIGURED KITCHEN, NEW EXTERIOR CLADDING, AND OTHER VARIOUS COSMETIC IMPROVEMENTS.
LOCATION:
CANYONS OF THE ANCIENTS NATIONAL MONUMENT
VISITOR CENTER
27549 CO-184
DOLORES, COLORADO 81323
APPLICABLE BUILDING CODES AND REGULATIONS:
2021 INTERNATIONAL BUILDING CODE (IBC)
2021 INTERNATIONAL PLUMBING CODE (IPC)
2021 INTERNATIONAL MECHANICAL CODE (IMC)
NATIONAL ELECTRICAL CODE (NEC), NFPA 70
ABA ACCESSIBILITY GUIDELINES
NFPA 13D (2019 EDITION)
NFPA 72 (2019 EDITION)
JURISDICTION:
THE BLM IS THE AUTHORITY HAVING JURISDICTION (AHJ), HOWEVER, CONTRACTOR WILL PROVIDE A COURTESY SET TO THE LOCAL FIRE DEPARTMENT IF
REQUESTED.
SITE MAPPROJECT VICINITY MAP - DOLORES, CO
PROJECT SITE
PROJECT SITE
(LAKE HOUSE)
UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
CONSTRUCTION DOCUMENTS
MAX EXIT ACCESS DISTANCE = 68'-0"
(250''-0" ALLOWED PER IBC TABLE 1071.2)
LEGEND
Bedroom
Bedroom
Bedroom
Living Room
Dining
Kitchen
Bedroom
Bedroom
Hall
ABA Bathroom
Mech. / Elec.
Bathroom
Bathroom
Mudroom
Hall
Hall Clos.
PATH OF EGRESS
AREAS OF BUILDING TO RECEIVE
NEW CEILING INSULATION IN ATTIC
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CODE INFORMATION
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3/16" = 1'-0"1 CODE & LIFE SAFETY PLAN
Total Building Area: 2,230 SQ.FT.
(inc. exterior covered areas per IBC Section 202 definition of "Area, Building")
Area of Proposed Change of Occupancy: 2,230 SQ.FT.
Number of Stories: 1
Occupancy Classification: Existing Occupancy:
Residential Group R-3, Buildings that do not contain more than two dwelling units (IBC Section 310.4)
Proposed Occupancy:
Residential Group R-3, Congregate living facilities (nontransient) with 16 or fewer occupants (IBC Section 310.4)
Occupant Load: 12 Persons
IBC Table 1004.5 Residential Load Factor = 200 Gross 2,230 sq.ft. / 200 gross = 11.15 occ. (round to 12)
Classification of Work: Change of Occupancy (IEBC Chapter 10) Alteration - Level 2 (IEBC Section 603.2)
IEBC Section 202 Definitions Change of Occupancy includes
1. Any change in the occupancy classification of a building or structure
2. Any change in the purpose of, or a change in the level of activity within, a building or structure.
3. A change of use.
Construction Type: IBC Table 601 Type VB - Unprotected, Combustible
GENERAL
FIRE PROTECTION
Fire Sprinklers: Required throughout the entire building.
(IBC Section 903.2.8.1: An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area.)
IEBC Section 1011.2.1 Fire sprinkler system Where a change in occupancy classification occurs or where there is a change of occupancy within a space where there is a different fire protection system threshold requirement in Chapter 9 of the International Building Code that requires an automatic sprinkler system to be provided based on the new occupancy in accordance with Chapter 9 of the International Building Code.
Fire Alarm & Detection: Required throughout the entire building.
(IBC Section 907.2.11.2: Single- or multiple-station smoke alarms shall be installed and maintained in Groups R-2, R-3, R-4 and I-1 regardless of occupant load at all of the following locations:
1.On the ceiling or wall outside of each separate sleeping area in the immediate vicinity of bedrooms.
2.In each room used for sleeping purposes.
3.In each story within a dwelling unit, including basements but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level.)
IEBC Section 1011.2.2 Fire alarm & detection system Where a change in occupancy classification occurs or where there is a change of occupancy within a space where there is a different fire protection system threshold requirement in Chapter 9 of the International Building Code that requires a fire alarm and detection system to be provided based on the new occupancy in accordance with Chapter 9 of the International Building Code, such system shall be provided throughout the area where the change of occupancy occurs.
ENERGY CONSERVATION
Existing Conditions: IEBC Section 809 Energy Conservation
Level 2 alterations to existing buildings or structures are permitted without requiring the entire building or structure to comply with the energy requirements of the International Energy Conservation Code (IECC).
The alterations shall conform to the energy requirements of the International Energy Conservation Code as they relate to new construction only.
Climate Zone: 5B - Montezuma County, CO (IECC Chapter 3)
Insulation Requirements at New Construction: IECC Table R402.1.3
Roofs (attic): R-49 Walls (wood framed): R-13 + R10ci, or
R-20 + R5ci Crawl space wall: R15ci (for conditioned crawls) Floors (joist/framing): R-30 Slab-on-grade (unheated): R-10 for 48" below
Note: IECC Chapter 2 directs all residential projects under three (3) stories to comply with the residential sections of the IECC.
MECHANICAL
General: Where the occupancy of part of an existing building is changed such that the new occupancy is subject to different kitchen exhaust requirements or to increased mechanical ventilation requirements in accordance with the International Mechanical Code, the new occupancy shall comply with the respective International Mechanical Code provisions.
(IEBC Section 1008.1)
Ventilation: Reconfigured spaces intended for occupancy and spaces converted to habitable or occupiable space in any work area shall be provided with natural or mechanical ventilation in accordance with the International Mechanical Code.
(IEBC Section 807.1)
ELECTRICAL
Equipment & Wiring: Newly installed electrical equipment and wiring relating to work done in any work area shall comply with all applicable requirements of NFPA 70.
(IEBC Section 806.1)
Electrical Service: When the occupancy of part of an existing building is changed, electrical service shall be upgraded to meet the requirements of NFPA 70 for the new occupancy.
(IEBC Section 1007.3)
Electrical Outlets: When the occupancy of part of an existing building is changed, the number of electrical outlets shall comply with NFPA 70 for the new occupancy.
(IEBC Section 1007.4)
PLUMBING FIXTURE CALCULATIONS
Per IBC Table 2902.1 and/or IPC Table 403.1
Item Existing Required Proposed Water Closets: 2 2 3 Lavatories: 2 2 3 Service Sinks: 0 0 0
Note: IEBC Section 1009.1 requires that plumbing fixtures quantities to be increased per the IPC only when the occupant load of the story is increased by more than 20%. Due to no change in the building square footage, the occupant load is not increasing, and therefore the number of fixtures is permitted to remain the same.
CODE INFORMATION
UPGRADE EXISTING OVERHEAD ELECTRIC
EXISTING WATERLINE (LOCATION ESTIMATED)
ESTIMATED EXISTING DRAIN FIELD LOCATION
EXISTING SEPTIC TANK (TO REMAIN)
EXISTING SEPTIC DRAIN LINE (TO BE REPLACED)
EXISTING DISTRIBUTION BOX (TO BE REMOVED)
ESTIMATED EXISTING DRAIN FIELD LOCATION
307030
EXISTING UNDERGROUND ELECTRIC
TREE
PROPOSED UNDERGROUND ELECTRIC
DEMOLISH EXISTING OVERHEAD ELECTRIC FROM POLE TO HOUSE
SOIL DISPOSAL AREA
SCALE 1" = 20' (22x34 SIZE PAPER)
SITE PLAN - EXISTING AND PROPOSED
C-01
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NATIONAL SYSTEM OF PUBLIC LANDS
U.S. DEPARTMENT OF THE INTERIOR
40' (TYP)
16' (TYP)
1+15
0+00
0+501+00
UNDERGROUND ELECTRIC
PROPOSED
WATERLINE
PROPOSED UNDERGROUND ELECTRIC
SEWER
CONCRETE UTILITY PAD
AGGREGATE PARKING - RV PAD
SEPTIC DRAIN LINE (REPLACED)
DISTRIBUTION BOX (REPLACED)
PROPOSED SEPTIC DRAIN FIELD LOCATION
TIE INTO EXISTING SEPTIC TANK
REPAIR SIDEWALK, AS REQUIRED
REPAIR SIDEWALK, AS REQUIRED
CURB STOP AND WASTE VALVE
CURB STOP AND WASTE VALVE
AGGREGATE PARKING - PASSENGER VEHICLES
OVER SOIL DISPOSAL LOCATION
PROPOSED UNDERGROUND ELECTRIC, FROM METER TO PANEL
CONCRETE UTILITY PAD
EXISTING WATERLINE
45'
30'
EDGE OF EXISTING GRAVEL ROAD
50'
SCALE 1" = 12.5' (22x34 SIZE PAPER)
SITE PLAN - PROPOSED
C-02
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NATIONAL SYSTEM OF PUBLIC LANDS
U.S. DEPARTMENT OF THE INTERIOR
0+000+200+400+600+801+001+15
CONNECT TO EXISTING SEPTIC TANK
1V:48H SLOPE
EXISTING GRADE
EXISTING ROAD RV PARKING PAD
SIDEWALK
FREEZELESS SANITARY HYDRANT ELECTRIC PEDISTAL
THREADED CAP
SLOPE TO DRAIN INTO SEWER
CONCRETE PAD
2'-4"
6"
4'-1"
2'
36" MINIMUM
MINNEAOPLIS STYLE CURB STOP AND WASTE VALVE
VALVE BOX
1'-3" SQUARE
CONCRETE PAD,
4" THICKNESS
DRAIN STONE
2' x 2' x 2' VOLUME
NON-WOVEN GEOTEXTILE
AGGREGATE PARKING (RV PAD)
WELDED WIRE REINFORCEMENT, 6x6xW2.9
6'
3'
4" THICK CONCRETE PAD
FREEZELESS HYDRANT
ELECTRIC PEDISTAL
C-03 A
SEWER
SLOPE TO DRAIN INTO SEWER
3"
TO FINISH GRADE
DETECTABLE MARKING TAPE
6"
FILL SAND
AGGREGATE BASE COURSE
12" MINIMUM COVER
3"
DETECTABLE MARKING TAPE
3"FILL SAND
COMPACTED BACKFILL
DETECTABLE MARKING TAPE
3'
3"
3"WATERLINE
FILL SAND
COMPACTED BACKFILL
DETECTABLE MARKING TAPE
2'-4"
ELECTRIC
COMPACTED BACKFILL
C-03
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NATIONAL SYSTEM OF PUBLIC LANDS
U.S. DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
RV SEWER PROFILE
SCALE 2V:1H
A
C-03 NOT TO SCALE
RV UTILITY PAD SECTION
NOT TO SCALE
RV UTILITY PAD
NOT TO SCALE
SEWER TRENCH - UNDER ROAD AND RV PARKING PAD
NOT TO SCALE
SEWER TRENCH
NOT TO SCALE
WATER TRENCH
NOT TO SCALE
ELECTRIC TRENCH
DRAWING TITLE
ELEVATION
SECTION
DETAIL / ENLARGED
PLAN CALLOUT
LEVEL
ROOM NAME
WINDOW TAG
DOOR TAG
FLOOR LEVEL (PLAN)
1/2" = 1'-0"
PROPOSED FLOOR PLAN1
0'-0"
FIRST FLOOR LEVEL
REFERENCE GRID LINE
ROOM NAME
100 SF
A-600
A-2001
A
A
0'-0"
A-600
DRAWING TITLE
DRAWING NUMBER
DRAWING SCALE
SHEET REFERENCE
DRAWING ON SHEET
SHEET REFERENCE
DRAWING ON SHEET
INDICATES DIRECTION
SHEET REFERENCE
DRAWING ON SHEET
DENOTES AREA OF
REFERENCE
ELEVATION RELATIVE
TO BASE
NAME OF LEVEL
ELEVATION RELATIVE
TO BASE
NAME OF GRID LINE
ROOM NAME
ROOM NUMBER
ROOM AREA
WINDOW ID
DOOR ID
CONCRETE
COMPACTED EARTH
MASONRY / BRICK
COMPACTED STONE
RIGID INSULATION
SPRAY FOAM INSULATION
WOOD
UNDISTURBED EARTH
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LEGENDS &
ABBREVIATIONS
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ABS AIR BARRIER SYSTEM
ABV ABOVE
ACP ACOUSTICAL CEILING PANEL
ACT ACOUSTICAL CEILING TILE
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AHJ AUTHORITY HAVING JURISDICTION
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM ALUMINUM
ARC ABUSE RESISTANT COATING
AS ALUMINUM STOREFRONT
AUTO AUTOMATIC
AVG AVERAGE
AW ALUMINUM WINDOW
AWC ACOUSTICAL WALL COVERING
AWP ACOUSTICAL WALL PANEL
BD BOARD
BF BARRIER FREE (ADA or A117.1)
BLDG BUILDING
BLKG BLOCKING
BOT BOTTOM
BRG BEARING
BTWN BETWEEN
C CARPET
C-TILE CARPET TILE
CAB CABINET
CB CHALKBOARD
CCTV CLOSED CIRCUIT TELEVISION
CEM CEMENT
CFSF-NS COLD FORMED STEEL FRAMING, NON-STRUCTURAL
CFSF-S COLD FORMED STEEL FRAMING, STRUCTURAL
CG CORNER GUARD
CI CONTINUOUS INSULATION
CIPC CAST IN PLACE CONCRETE
CJ CONTROL JOINT
CL CLOSET
CLG CEILING
CLR CLEAR
CMBD CEMENT BOARD
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CORR CORRIDOR
CSMU CAST STONE MASONRY UNIT
CT CERAMIC TILE
CTSK COUNTERSINK, COUNTERSUNK
CU FT CUBIC FEET / FOOT
CUST CUSTODIAN / CUSTODIAL
CWFD CEMENTITIOUS WOOD FIBER DECK
D DEPTH/DEEP
DBL DOUBLE
DEMO DEMOLITION
DETE DETENTION
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIV DIVISION
DL DOOR LOUVER
DN DOWN
DP DAMPPROOFING
DR DISPLAY RAIL
DS DOWNSPOUT
DTL DETAIL
DWG DRAWING
DWR DRAWER
EA EACH
EFS EXTERIOR FINISH SYSTEM
EIFS EXTERIOR INSULATION & FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELAS ELASTOMERIC
ELEC ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
EPS EXPANDED POLYSTYRENE
EPX EPOXY
EQ EQUAL
EQUIP EQUIPMENT
ETR EXISTING TO REMAIN
EWC ELECTRIC WATER COOLER
EX EXISTING
EXH EXHAUST
EXP EXPANSION
EXPC EXPOSED CONSTRUCTION
EXT EXTERIOR
FAAF FLUID APPLIED ATHLETIC FLOORING
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEB FIRE EXTINGUISHER BRACKET
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR
FGL FIBERGLASS
FIN FINISHED
FLR FLOOR
FLRG FLOORING
FND FOUNDATION
FO FACE OF
FRM FRAME
FRP FIBERGLASS REINFORCED PLASTIC
FRT FIRE RETARDANT TREATED
FT FOOT, FEET
FTG FOOTING
PSI POUNDS PER SQUARE INCH
PT PAINT
PTN PARTITION
PTS PNEUMATIC TUBE SYSTEM
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
PVWC PERFORATED VINYL WALL COVERING
QSM QUARTZ SURFACING MATERIAL
QT QUARRY TILE
QTY QUANTITY
R RISER, RADIUS
R/W RIGHT OF WAY
RAD RADIUS
RAF RESILIENT ATHLETIC FLOORING
RB RESILIENT BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REFG REFRIGERATOR
REINF REINFORCING, REINFORCE(D)
REM RECESSED ENTRY MAT
REQ'D REQUIRED
RES RESINOUS FLOORING
RFT RUBBER FLOOR TILE
RH RIGHT HAND
RL RAIN LEADER
RM ROOM
RO ROUGH OPENING
RSF RUBBER SHEET FLOORING
RSR RESILIENT STAIR RISER
RST RESILIENT STAIR TREAD
RT RIGHT
RTU ROOFTOP UNIT
RX REMOVE / DEMOLISH
SAB SOUND ATTENUATION BLANKET
SC-PLK SECURITY CEILING PLANK
SC-PNL SECURITY CEILING PANEL
SCH SCHEDULE
SF SQUARE FEET / FOOT
SFRM SPRAYED FIRE RESISTANT MATERIAL
SHM SECURITY HOLLOW METAL
SHTG SHEATHING
SIM SIMILAR
SPEC SPECIFICATION
SPF SPRAYED POLYURETHANE FOAM
SPR SPRINKLER
SQ SQUARE
SQ FT SQUARE FEET / FOOT
SRD SECONDARY ROOF DRAIN
SS STAINLESS STEEL
SSM SOLID SURFACE MATERIAL
ST STREET
STC SOUND TRANSMISSION COEFFICIENT
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
SUSP SUSPENDED
SV SHEET VINYL
SWM SECURITY WOVEN MESH / WOVEN ROD
SYM SYMMETRICAL
T TREAD
T&G TONGUE & GROOVE
T.O. TOP OF
TB TACKBOARD
TEL TELEPHONE
TERR-C TERRAZZO CEMENTITIOUS
TERR-E TERRAZZO EPOXY
TERR-R TERRAZZO RUBBERIZED
THHD THRESHOLD
THK THICKNESS, THICK
TOS TOP OF STEEL
TOW TOP OF WALL
TS TACK STRIP
TV TELEVISION
TYP TYPICAL
UC UNDERCUT
UG UNDERGROUND
UH UNIT HEATER
UNO UNLESS NOTED (INDICATED) OTHERWISE
VAT VINYL ASBESTOS TILE
VB VAPOR BARRIER
VCT VINYL COMPOSITION TILE
VDB VISUAL DISPLAY BOARD
VERT VERTICAL
VEST VESTIBULE
VFCT VINYL FREE COMPOSITION TILE
VFWC VINYL FREE WALLCOVERING
VIF VERIFY IN FIELD
VR VAPOR RETARDER
VT VINYL TILE
VTR VENT THROUGH ROOF
VWC VINYL WALL COVERING
W WIDE, WIDTH
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WCP WOOD CEILING PANEL
WD WOOD
WDW WINDOW
WH WATER HEATER
WP WATERPROOFING
WPT WORKING POINT
WSCT WAINSCOT
WSF WOOD SPORTS FLOORING
WT WEIGHT
WWF WELDED WIRE FABRIC
XPS EXTRUDED POLYSTYRENE
FURN FURNITURE
FVC FIRE VALVE CABINET
FWC FABRIC WALL COVERING
GA GAUGE
GAL GALLON
GALV GALVANIZED
GB GYPSUM BOARD
GB-AR GYPSUM BOARD - ABUSE RESISTANT
GB-IR GYPSUM BOARD - IMPACT RESISTANT
GB-S GYPSUM BOARD - SECURITY
GL GLASS, GLAZING
GL-BLK GLASS BLOCK
GPM GALLONS PER MINUTE
GRT GROUT
GSFT GLAZED STRUCTURAL FACING TILE
GT GLASS TILE
GWT GLAZED WALL TILE
GYP GYPSUM
H HIGH
HB HOSE BIBB
HBD HARDBOARD
HDC HOLD DOWN CLIPS
HDNR HARDENER
HDWD HARDWOOD
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HT HEIGHT
HVAC HEATING, VENTILATING, AIR CONDITIONING
ID INSIDE DIAMETER
IN INCH, INCHES
INCL INCLUDE, INCLUDING
INFO INFORMATION
INST INSTALLATION
INSUL INSULATION
INT INTERIOR
IRWC IMPACT RESISTANT WALL COVERING
IWB INTERACTIVE WHITE BOARD
JAN JANITOR
JCT JUNCTION
JT JOINT
L LENGTH/LONG
LAB LABORATORY
LAHJ LOCAL AUTHORITY HAVING JURISDICTION
LAM LAMINATE
LAV LAVATORY
LH LEFT HAND
LIN LINOLEUM
LKR LOCKER
LMC LINEAR METAL CEILING
LPS LAMINATE PANEL SYSTEM
LT LIGHT
LVR LOUVER
M METER
MACH MACHINE
MAS MASONRY
MATL MATERIAL
MB MARKERBOARD
MCM METAL COMPOSITE MATERIAL
MCP METAL CEILING PANEL
MDO MEDIUM DENSITY OVERLAY
MECH MECHANICAL
MED MEDIUM
MEMB MEMBRANE
MFR MANUFACTURER
MIF MULTICOLOR INTERIOR FINISHING
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MLDG MOLDING
MO MASONRY OPENING
MPS MANUAL PROJECTION SCREEN
MR MAP RAIL
MT MOUNT
MTD MOUNTED
MTL METAL
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NO. NUMBER
NOM NOMINAL
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED CONTRACTOR INSTALLED
OPNG OPENING
OPP HD OPPOSITE HAND
OVHD OVERHEAD
P-TILE PORCELAIN TILE
PC PRECAST
PERF PERFORATED, PERFORATION(S)
PERIM PERIMETER
PIP POURED IN PLACE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLWD PLASTIC LAMINATE WOOD
PLYWD PLYWOOD
PNL PANEL, PANELING
POLY POLYETHYLENE
PPS POWER PROJECTION SCREEN
PPT PRESSURE- OR PRESERVATIVE-TREATED
PR PAIR
PREFAB PREFABRICATED
PREFIN PREFINISHED
PREP PREPARE / PREPARATION
PS PROJECTION SCREEN
PSB PENCIL SHARPENER BLOCK
PSF POUNDS PER SQUARE FOOT
ABBREVIATIONS SYMBOLS PATTERNS
5/8" GYP. BD.
3-1/2" FIBERGLASS SOUND
ATTENUATION BATTS
4 3/4"
2X4 WOOD STUD @ 16" O.C.
5/8" GYP. BD.
FIRE RATING: --
STC RATING: --
UL DESIGN: --
WALL TYPE
A1
5/8" GYP. BD.
5 1/4"
2X4 WOOD STUD @ 16" O.C.
FIRE RATING: --
STC RATING: 50
UL DESIGN: --
WALL TYPE
A2
1/2" RC-1 CHANNEL (BEDROOM SIDE)
5/8" GYP. BD.
2X4 WOOD STUD @ 16" O.C.
FIRE RATING: --
STC RATING: --
UL DESIGN: --
WALL TYPE
A3
5/8" GYP. BD.
EXPOSED STUDS ON ONE
SIDE - COORDINATE
LOCATION OF EXPOSED SIDE
W/ FLOOR PLAN
5/8" GYP. BD.
3-1/2" FIBERGLASS SOUND
ATTENUATION BATTS
6 3/4"
2X6 WOOD STUD @ 16" O.C.
5/8" GYP. BD.
FIRE RATING: --
STC RATING: --
UL DESIGN: --
WALL TYPE
A4
4 1/8"
WALL TYPE NOTES:
1. PROVIDE MOISTURE RESISTANT GYP. BD. AT ALL LOCATIONS
WHERE PLUMBING FIXTURES ARE LOCATED (BATHROOM, MECH.
ROOM)
EXISTING WOOD
FRAMED WALL &
FINISHES TO REMAIN
FIRE RATING: --
STC RATING: --
UL DESIGN: --
WALL TYPE
A5
5/8" DRYWALL
BEDROOM SIDE
OF WALL
WALL TYPE
A6
5/8" GYP. BD. (TYPE "X") - NO GYP. BD. NECESSARY AT
INTERIOR FACE OF VERTICAL PLUMBING CHASES
3-1/2" FIBERGLASS SOUND ATTENUATION
BATTS (ASTM E84 COMPLIANT)
4 3/4"
2X4 WOOD STUD @ 16" O.C.
FIRE RATING: --
STC RATING: --
UL DESIGN: --
WALL TYPE
A7
5/8" CEMENTITIOUS BACKER UNIT
1/4" CERAMIC TILE OVER 1/8" THINSET MORTAR &
SHOWER WATERPROOFING MEMBRANE
3-1/2" FIBERGLASS SOUND ATTENUATION
BATTS (ASTM E84 COMPLIANT)
[NOT USED]
HORIZONTAL LAP SIDING
3" CLOSED CELL SPRAY FOAM
INSULATION (R-21)
5/8" EXTERIOR OSB WALL SHEATHING
5/8" GYP. BD.
FIRE RATING: --
STC RATING: --
UL DESIGN: --
WALL TYPE
B1
WEATHER BARRIER
1" RIGID INSULATION BOARD (R-5)
2X4 WOOD STUDS @ 16" O.C.
(EXISTING OR NEW)
WALL TYPE NOTES:
1. PROVIDE MOISTURE RESISTANT GYP. BD. AT ALL LOCATIONS WHERE
PLUMBING FIXTURES ARE LOCATED (BATHROOM, MECH. ROOM)
NEW CEMENTITIOUS HORIZONTAL
LAP SIDING
EXISTING EXTERIOR SHEATHING
FIRE RATING: --
STC RATING: --
UL DESIGN: --
WALL TYPE
B2
NEW WEATHER BARRIER
EXISTING WOOD FRAME WALL &
INTERIOR FINISH
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
M an ag em en t
Checked by:
R ev is io ns
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A-002
TYPICAL DETAILS
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NOC AE
1 1/2" = 1'-0"1 TYP. INTERIOR WALL TYPES
1 1/2" = 1'-0"2 TYP. EXTERIOR WALL TYPES
A
C
B
Covered Storage
Covered Entry Porch
CONCRETE
PARKING APRON
Rx OVERHEAD
DOOR, TRACK &
FRAME
Rx PORTION OF WALL STRUCTURE ABOVE
DOOR TO ACCOMMODATE NEW EXTERIOR
DOOR - MAINTAIN STRUCTURAL INTEGRITY &
REPLACE HEADER AS INDICATED ON
STRUCTURAL DRAWINGS
Rx ALL EXISTING KITCHEN
CASEWORK, CABINETRY,
APPLIANCES & ABOVE-CABINET
SOFFITS. RETAIN EXISTING
FLOORING & PLUMBING ROUGH-INS
AS FEASIBLE
Rx EXISTING GARAGE SLAB &
SOIL BELOW DOWN TO TOP OF
EXISTING FOUNDATION
FOOTING
Rx PORTION OF EXISTING WALL
FRAMING FOR NEW WINDOW -
REFER TO PROPOSED
DRAWINGS FOR MORE
INFORMATION
Rx STEP
5 5
Rx EXISTING GYP. BD CEILING
& INTERIOR WALL FINISHES
AROUND ENTIRE GARAGE
PERIMETER
Rx EXISTING SHELVING AND
SAVE FOR RE-INSTALLATION
AFTER EXTERIOR FINISH WORK
IS COMPLETE
DEMOLITION LEGEND
DEMOLITION KEYNOTES
REMOVE EXISTING DOOR INCLUDING FRAME &
THRESHOLD (IF APPLICABLE). PREPARE
ROUGH OPENING FOR INSTALLATION OF NEW
DOOR. MINIMIZE DAMAGE TO WALL FINISHES
2 [NOT USED]
1. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE DEMO PLANS WITH THE NEW
WORK. CONTRACTOR SHALL REPORT ANY
DISCREPANCIES TO THE GOVERNMENT.
2. CONTRACTOR IS RESPONSIBLE FOR EXAMINING
THE EXISTING STRUCTURE AT ALL LOCATIONS OF
DEMOLITION. IF ANY ISSUES ARISE, THE
CONTRACTOR SHALL REPORT THEM TO THE
GOVERNMENT.
3. CONTRACTOR SHALL ENSURE THAT ALL
DEMOLITION IS DONE IN A SAFE AND PROTECTED
AREA. CONTRACTOR SHALL PROVIDE TEMPORARY
STRUCTURAL BRACING AS NECESSARY AND ENSURE
THE NEW STRUCTURE IS STABLE PRIOR TO
REMOVAL OF BRACING.
4. CONTRACTOR IS REPONSIBLE FOR COMPLYING
WITH ALL APPLICABLE BLM BUILDING CODES AND
STANDARDS.
5. CONTRACTOR IS TO REMOVE ALL ABANDONED
PLUMBING, MECHANICAL & ELECTRICAL
COMPONENTS.
6. CONTRACTOR IS TO PROVIDE HAZARDOUS
MATERIAL ABATEMENT AND REMOVAL IN
ACCORDANCE WITH THE CONTRACT ACM REPORT.
COORDINATE ASBESTOS ABATEMENT WITH
GENERAL DEMOLITION AS REQUIRED.
GENERAL DEMOLITION NOTES
ITEMS TO BE REMOVED
REMOVE / DEMOLISHRx
3 REMOVE ALL LAYERS OF EXTERIOR SIDING TO
EXPOSE THE EXTERIOR WALL SUBSTRATE.
PREPARE SUBSTRATE FOR NEW RIGID
INSULATION, WEATHER BARRIER & SIDING
4 REMOVE EXISTING WINDOW
5 REMOVE EXISTING WINDOW & WALL FRAMING
BELOW AS NECESSARY FOR NEW WINDOW
INSTALLATION - RETAIN EXISTING STRUCTURAL
HEADERS
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
M an ag em en t
Checked by:
R ev is io ns
D es cr ip tio n
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A
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AD-101
DEMOLITION PLAN
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1/4" = 1'-0"1 DEMOLITION PLAN
0 8 124
Scale: 1/4" = 1'-0"
AR-2014
AR-201
AR-201
AR-201 3
A
C
AR-301
AR-301
B
AR-301
AR-301
SLIDERSLIDER
SL
ID
ER
FI
XE
D
SLIDERSLIDERFIXED
FIXED
SLIDER
Garage
Living Room
Kitchen
Dining
Mudroom
Clos.
Hall
Bathroom
Bathroom
Bedroom 3
Clos.
Bedroom 2
Bedroom 1
Clos.
Clos.
Covered Storage
Covered Entry Porch
16'-0" WIDE X 7'-0" TALL OVERHEAD DOOR
CONCRETE
PARKING APRON
DW
REF
RANGE
D
W
HWH
FURN.
FIREPLACE
(ABANDONED)
STEP DOWN
INTO GARAGE
APPROX. 12 1/2"
SL
ID
ER
PORCH SLOPE TO
PARKING APRON
WALK SLOPE TO
COVERED STOR.
1. DRAWINGS ARE INTENDED FOR REFERENCE
PURPOSES ONLY AND ARE NOT TO BE SCALED FOR
ANY REASON. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL DIMENSIONS / QUANTITIES AND
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. ALL PLANS & ELEVATIONS ARE DRAWN SHOWING
VERTICAL ELEMENTS (SUCH AS WALLS) PLUMB AND
HORIZONTAL ELEMENTS (SUCH AS FLOORS AND
CEILINGS) LEVEL. DOCUMENTS ARE DRAWN
WITHOUT INDICATING SETTLEMENT OR
DETERIORATION.
3. THE DRAWINGS AS SHOWN MAY VARY FROM
ACTUAL CONDITIONS.
EXISTING CONDITIONS NOTES
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
M an ag em en t
Checked by:
R ev is io ns
D es cr ip tio n
D at e
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AR-100
EXISTING FIRST
FLOOR PLAN
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NOC AE
1/4" = 1'-0"1 EXISTING FLOOR PLAN
1. DRAWINGS ARE INTENDED FOR REFERENCE
PURPOSES ONLY AND ARE NOT TO BE SCALED FOR
ANY REASON. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL DIMENSIONS / QUANTITIES AND
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. ALL PLANS & ELEVATIONS ARE DRAWN SHOWING
VERTICAL ELEMENTS (SUCH AS WALLS) PLUMB AND
HORIZONTAL ELEMENTS (SUCH AS FLOORS AND
CEILINGS) LEVEL. DOCUMENTS ARE DRAWN
WITHOUT INDICATING SETTLEMENT OR
DETERIORATION.
3. THE DRAWINGS AS SHOWN MAY VARY FROM
ACTUAL CONDITIONS.
EXISTING CONDITIONS NOTES
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
M an ag em en t
Checked by:
R ev is io ns
D es cr ip tio n
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AR-201
EXISTING ELEVATIONS
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1/4" = 1'-0"1 EXISTING FRONT / ENTRY ELEVATION
0 8 124
Scale: 1/4" = 1'-0"
1/4" = 1'-0"2 EXISTING REAR ELEVATION
1/4" = 1'-0"3 EXISTING SIDE / LEFT ELEVATION
1/4" = 1'-0"4 EXISTING SIDE / RIGHT ELEVATION
First Floor Level 0' - 0"
2 3
Roof Bearing Level 8' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
AR-301
EXISTING CRAWLSPACE TO BE VERIFIED
Dining
Kitchen
Mudroom
Bathroom
Bedroom 3
EXISTING ATTIC TO BE VERIFIED
First Floor Level 0' - 0"
T.O. Roof Structure 12' - 2 1/4"
AC
Roof Bearing Level 8' - 0"
AR-301
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
B
Covered Storage
1. DRAWINGS ARE INTENDED FOR REFERENCE
PURPOSES ONLY AND ARE NOT TO BE SCALED FOR
ANY REASON. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL DIMENSIONS / QUANTITIES AND
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. ALL PLANS & ELEVATIONS ARE DRAWN SHOWING
VERTICAL ELEMENTS (SUCH AS WALLS) PLUMB AND
HORIZONTAL ELEMENTS (SUCH AS FLOORS AND
CEILINGS) LEVEL. DOCUMENTS ARE DRAWN
WITHOUT INDICATING SETTLEMENT OR
DETERIORATION.
3. THE DRAWINGS AS SHOWN MAY VARY FROM
ACTUAL CONDITIONS.
EXISTING CONDITIONS NOTES
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
M an ag em en t
Checked by:
R ev is io ns
D es cr ip tio n
D at e
D es cr ip tio n
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AR-301
EXISTING SECTIONS
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1/4" = 1'-0"1 EXISTING SECTION A
0 8 124
1/4" = 1'-0"2 EXISTING SECTION B
C
B
A-301
A-301
A-302
A-302
A-302
A-302
32" WIDE x 24" HIGH
ACCESS OPENING -
COORDINATE FINAL
LOCATION W/ EX. CMU
WALL BLOCK COURSING
WHERE APPLICABLE
1/
2"
5' - 4" 32" WIDE x 24" HIGH
ACCESS OPENING
15' - 0 1/2"
6'
9"
NEW CRAWL SPACE W/ 6 MIL
POLYVINYL CLASS 1 VAPOR
BARRIER - EXTEND TO
UNDERSIDE OF SILL PLATE
NEW CONCRETE FOOTING
BELOW - REFER TO
STRUCTURAL
16' - 0" V.I.F.
NEW REINFORCED CONCRETE
STEM WALL TO MATCH EXISTING
DEPTH & THICKNESS - REFER TO
STRUCTURAL FOR MORE
INFORMATION
NEW CRAWL SPACE W/
6 MIL POLYVINYL CLASS 1
VAPOR BARRIER - EXTEND
TO UNDERSIDE OF SILL
PLATE
NEW CONCRETE
SLAB FLOOR -
REFER TO
STRUCTURAL
TJ
I F
LO
O
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O
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TS
R
EF
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T
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TU
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JO
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R
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T
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TU
R
AL
A-301
A-301
A-302
A-302
BLOCK VENT IN RIM
BOARD
BLOCK VENT IN RIM
BOARD
1. BUILDING COMPONENTS (WALLS, FRAMING,
FLOORS, ETC.) AS ILLUSTRATED ON THIS DRAWING
SHEET ARE FOR REFERENCE ONLY. REFER TO
STRUCTURAL DRAWINGS FOR MORE INFORMATION
REGARDING SIZES, SPANS, SPACING, ETC.
2. CRAWL SPACE VENITLATION REQUIREMENTS: PER
IBC SECTION 1202.4.1.2, THE NET AREA OF
VENTILATION OPENINGS FOR CRAWL SPACES W/ A
CLASS I VAPOR RETARDER SHALL BE NOT LESS THAN
1 SQ.FT. PER 1,500 SQ.FT. OF CRAWL SPACE AREA.
TOTAL CRAWL AREA FOR PROJECT = 405 SQ.FT.
REQUIRED VENTILATION SQ.FT. = 1
PROVIDED VENTILATION SQ.FT. = 3
3. REFER TO STRUCTURAL DRAWINGS FOR MORE
INFORMATION REGARDING EXISTING CRAWL SPACE
REPAIRS
GENERAL FOUNDATION NOTES
A
C
B
EXISTING CRAWL SPACE
PROVIDE NEW R-30 BATT INSULATION THROUGHOUT
ENTIRE EXISTING FLOOR STRUCTURE
PROVIDE NEW 6-MIL POLYVINYL VAPOR BARRIER
THROUGHOUT THE ENTIRE EXISTING CRAWLSPACE
PROVIDE NEW CONCRETE
UNDERPINNING FOR +/- 6'-0" LENGTH
OF COMPROMISED CONCRETE
FOOTING - REFER TO STRUCTURAL
FOR MORE INFORMATION
A-100
NEW RADON MITIGATION
SYSTEM - VENT TO EXTERIOR
ABOVE ROOFLINE
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
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Checked by:
R ev is io ns
D es cr ip tio n
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FOUNDATION PLAN
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NOC AE1/2" = 1'-0"2 ENLARGED FOUNDATION PLAN
0 4 62
Scale: 1/2" = 1'-0"
1/8" = 1'-0"1 FOUNDATION REFERENCE PLAN
C
B
Covered Storage
Covered Entry Porch
CONCRETE
PARKING APRON
DW
REF
NEW ABA RANGE
D
W
WH
FURN.
FIREPLACE
(ABANDONED)
A-201
A-201
A-201 3 A-2014
A-301
A-301
A-302
A-302
W D
WH
Bedroom
Bedroom
Hall
Mech. / Elec.
120ABA Bathroom
ABA
SHOWER
EXTEND KITCHEN WALL
2'-0" TO INCREASE
OVERALL COUNTER &
CABINET SPACE
NEW ABA-COMPLIANT
COUNTERTOPS, CABINETS &
ELECTRIC APPLIANCES
Living Room
Bedroom
Bedroom
Bedroom
Bathroom
Bathroom
Dining
Kitchen
ABA
LAV.
A-302
A-302
A-301
A-301
A-302
A-302
115117118
A-103
ENLARGED
FLOOR PLAN
A2A2
B
A-104
ENLARGED
FLOOR PLAN
Mudroom
Hall
Hall Clos.
Clos.
Clos.
Clos.
Clos.
Clos.
A-302
A-302
NEW CRAWLSPACE
ACCESS HATCH
A1 A1
A1
B2
B2
B2
B2
B1
B1
B1
APPROX. LOCATION OF
NEW RADON MITIGAN
SYSTEM
REINSTALL EXISTING
SHELVING
WALL TYPE MARKER - REFER TO SHEET A002
FOR TYPICAL WALL TYPES
FLOOR PLAN LEGEND
A1
Date:
BLM Job #:
U ni te d
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M an ag em en t
Checked by:
R ev is io ns
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FLOOR PLAN
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17 JANUARY 2025
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NOC AE
1/4" = 1'-0"1 PROPOSED FLOOR PLAN
C
B
4' - 0" V.I.F.
NEW ATTIC ACCESS
HATCH W/ LADDER -
COORDINATE LOCATION IN
BETWEEN EXISTING ROOF
TRUSSES
GWBGWB
GWB
GWB GWB
PATCH GYP.BD. @ LOCATIONS OF
REMOVED SOFFITS TO MATCH
EXISTING CEILING & WALLS
1 MECHANICAL SUPPLY REGISTER - REFER TO
MECHANICAL DRAWINGS FOR MORE
INFORMATION
2 MECHANICAL RETURN AIR GRILLE - REFER TO
MECHANICAL DRAWINGS FOR MORE
INFORMATION
REFLECTED CEILING PLAN
KEYNOTES
Date:
BLM Job #:
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M an ag em en t
Checked by:
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A
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A-102
REFLECTED CEILING
PLAN
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17 JANUARY 2025
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NOC AE
1/4" = 1'-0"1 REFLECTED CEILING PLAN
C
B
Mech. / Elec.
Hall
ABA Bathroom
Bedroom
Bedroom
11' - 3 1/2"
1/
2"
3'
1/
8" 3'
3/ 8"
2' - 4"
7'
1/
2" 4'
1"
1/
2" 5'
1/ 2"
EQ
EQ
/2
C L 6' - 6" 6' - 6"
CLCL
6" 3 1/2"
6"
EX
. F
R
AM
ED
O
PE
N
IN
G
EXISTING ELECTRICAL
PANEL TO REMAIN -
MAINTAIN MIN. 36"
CLEAR DEPTH IN
FRONT OF PANEL
RAISED WOOD
FRAME PLATFORM
22' - 0 1/2"
DW
3'
1/
8"
EQ EQ
CL
4' - 3 1/8"
A2
A2
A1
A1
A2
A1
A7
A1
A4
A1
A1
A1
A1A3
A3
A3
A7
8 3/8" 3' - 3 1/4"
3 1/2"
1' - 10 3/4"
CL
4' - 7 7/8" 5' - 6 1/2" 7' - 3 1/2"
17' - 5 7/8"
1/
2"
0' - 0"
0' - 0"
0' - 0"
0' - 0" 0' - 0"
-0' - 8"
0' - 0"
B1
B1
B1
4' - 3"
2' - 1"
Clos.
Clos.
WALL-MOUNTED
SHELVING ABOVE
WASHER/DRYER
A-103
2'
1/
4" 3'
3/ 4"
A7
SHOWER
36" CLEAR
118 117
A-103
WC
NOTE: ALL NEW CONSTRUCTION ITEMS SHALL COMPLY
W/ THE ARCHITECTURE BARRIERS ACT ACCESSIBILITY
STANDARDS (ABAAS)
LAV
SEATC
O
N
TR
O L
W
AL
L
3'
/2
C L
STEP
UP
HAND TOWEL
RING
A-601
A5
A5
A5
A5
10' - 8 3/4" 3 1/2" 10' - 8 3/4"
TILE
GWB
12" 24" MIN.
CL
WC
18"
TYP. CERAMIC TILE TO
MATCH FLOOR FINISH
PLAM COUNTERTOP
W/ BACKSPLASH &
ABA TOE CLEARANCE
GRAB BAR
2X6 ROUGH FRAMING
FOR COUNTER
SUPPORT W/ 1x6
VENEER-FACED
PLYWOOD FRONT
" 34
" M
IR
R
O R
TILE
GWB
MIRROR
LAV
PLAM COUNTERTOP
VENEER-FACED PLYWOOD
EQ EQ
B
CL
8"
42"
12" MAX.TILE
GWB
ABA-COMPLIANT
SHOWER
CONTROLS
GRAB BARS
BENCH (NOT
VISIBLE IN VIEW)
WC
TP
GRAB BAR
TOWEL BAR MOUNTED
48" MAX AFF
7'
0"
TILE
GWB
TILE FULL
HEIGHT OF
SHOWER
ABA-COMPLIANT
SHOWER
CONTROLS
SHOWER
CURTAIN ROD
ABA-COMPLIANT
SHOWER BENCH
SEAT
FIRST FLOOR LEVEL
PREFABRICATED SHOWER DRAIN PAN,
SLOPED TO CENTER DRAIN. VERIFY
FINISHED DEPTH OF DRAIN PAN TO
ENSURE ABA COMPLIANCE W/ BATHROOM
FLOOR FINISH ELEVATION
CRAWL SPACE
ABA SHOWER
CONTINUE TILE FLOOR FINISH INTO
SHOWER
TILE FLOOR FINISH OVER 1/8" THINSET
MORTAR & 1/8" POLYETHYLENE
WATERPROOFING LAYER
FLOOR SUBSTRATE
FLOOR STRUCTURE
3/ 4"
TYP. 1-1/2" x 8-3/4" LEDGER BOARD
ATTACHED TO SIDE OF TJI JOISTS TO
PROVIDE SUPPORT FOR RECESSED
PLYWOOD - REFER TO STRUCTURAL FOR
MORE INFORMATION.
FLOOR STRUCTURE - COORDINATE
LOCATION OF JOISTS W/ SHOWER DRAIN
RECESS PLYWOOD SUBSTRATE
@ SHOWER PAN 3/4"
WALL ASSEMBLY - REFER TO
TYP. WALL TYPES FOR MORE
INFORMATION
RIM JOIST
BLOCKING
SILL PLATE
FOUNDATION WALL
Date:
BLM Job #:
U ni te d
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M an ag em en t
Checked by:
R ev is io ns
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A
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A-103
ENLARGED FLOOR
PLAN - NEW
BEDROOMS
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17 JANUARY 2025
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NOC AE
1/2" = 1'-0"1 ENLARGED FLOOR PLAN
0 4 62
Scale: 1/2" = 1'-0"
1/2" = 1'-0"2 INTERIOR ELEVATION
1/2" = 1'-0"3 INTERIOR ELEVATION
1/2" = 1'-0"4 INTERIOR ELEVATION
1/2" = 1'-0"5 INTERIOR ELEVATION
1 1/2" = 1'-0"6 SHOWER THRESHOLD DETAIL
A-104
4Kitchen
Dining
Mudroom
REF.
ABA SINK
DW
ABA RANGE
" 12
1"
24"
A-104
EXISTING CASED OPENING TO
REMAIN
WALL EXTENSION
DW
7'
0"
EXISTING
WINDOW
REFRIGERATOR
39"12"39"24"36"
36" 24" 39" 12" 36" 3"
ABA TOE
CLEARANCE
FILLER
PANEL
36"36"30"48"3"
36"36"30"48"3"
ABA RANGE
MICROWAVE
W/ RECIRCULATING RANGE HOOD
TYP. PLAM
COUNTERTOPS W/ 4"
BACKSPLASH
EXTENDED INT. WALL
BEYOND
TYP. 4" TOE KICK
FILLER PANEL
FILLER PANEL
EXISTING
CASED
OPENING
BEYOND
EXISTING STUD
24"
EQ. EQ.CL
EXISTING GYP. BD. FINISHES
REMOVE EXISTING
END GYP. BD.
NEW GYP. BD. - MATCH
EXISTING WALL THICKNESS
NEW 2X4 WOOD STUD W/ BOTTOM
PLATE & (2) TOP PLATES - FIX TO
EXISTING ROOF STRUCTURE
NEW GYP. BD. W/ CORNER BEADS
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
M an ag em en t
Checked by:
R ev is io ns
D es cr ip tio n
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A
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A-104
ENLARGED FLOOR
PLAN & INTERIOR
ELEVATIONS
C
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HOUSING
17 JANUARY 2025
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1/2" = 1'-0"1 ENLARGED FLOOR PLAN - KITCHEN
1/2" = 1'-0"2 INTERIOR ELEVATION
1/2" = 1'-0"3 INTERIOR ELEVATION
1/2" = 1'-0"4 INTERIOR ELEVATION
0 4 62
Scale: 1/2" = 1'-0"
1 1/2" = 1'-0"5
KITCHEN WALL EXTENSION - PLAN
DETAIL
C
B
A-301
A-301
A-302
A-302
A-302
A-302
A-301
A-301
A-302
A-302
A-302
A-302
R O
O F
SL
O
PE
R O
O F
SL
O
PE
R O
O F
SL
O
PE
R O
O F
SL
O
PE
CHIMNEY
ROOF SLOPE ROOF SLOPE
NEW VENT STACK - REFER TO
PLUMBING FOR MORE
INFORMATION
NEW VENT STACK -
REFER TO PLUMBING
FOR MORE
INFORMATION
EXISTING ROOF TO REMAIN
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
M an ag em en t
Checked by:
R ev is io ns
D es cr ip tio n
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3/
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A
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A-105
ROOF PLAN
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17 JANUARY 2025
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NOC AE
1/4" = 1'-0"1 T.O. Roof Structure
Bedroom 109
C1EX.EX.
Living Room 100
C1EX.EX.
Bedroom 115 C1W1F1
Bedroom 117 C1W1F1
Clos. 118 C1W1F1
ABA Bathroom 119 C2W2F2
Hall 114 C1W1F1
Mech. / Elec. 120 C1W1F3
Dining 101
C1W1EX.
Kitchen 102
C1W1EX.
Mudroom 103
C1EX.EX.
Bathroom 112
C1EX.EX.
Bedroom 111
C1EX.EX.
Bathroom 113
C1EX.EX.
Hall Clos. 105
C1EX.EX.
Hall 104
C1EX.EX.
Bedroom 106
C1EX.EX.
Clos. 108
C1EX.EX.
Clos. 107
C1EX.EX.
Clos. 110
C1EX.EX.
Clos. 116 C1W1F1
FINISH PLAN NOTES
1. PATCH ALL WALLS & CEILINGS AT DEMO
LOCATIONS W/ GYP. BD. TO MATCH EXISTING
THICKNESS.
2. TYPICAL FINISHES SHOWN IN SCHEDULE DO NOT
DIFFERENTIATE BETWEEN EXISTING AND PROPOSED
WALLS. REFER TO SHEET A-101 FOR MORE
INFORMATION.
3. WHERE NEW FINISHES ARE PROVIDED TO PATCH
& REPAIR EXISTING FINISHES, PROVIDE BLOCKING,
FURRING & LEVELING AS NECESSARY TO MATCH
EXISTING FINISH DEPTH.
4. PROVIDE WOOD BASE TRIM AT ALL NEW SPACES,
WITH THE EXCEPTION OF MECH/ELEC ROOM 120.
MECH/ELEC ROOM 120 TO RECEIVE RESILENT BASE
TRIM AT PERIMETER.
5. PROVIDE WOOD BASE MOLDING AROUND ENTIRE
PERIMETER OF THE FOLLOWING ROOMS: HALL 114,
BEDROOM 115, CLOSET 116, BEDROOM 117, CLOSET
118.
6. REFER TO PROJECT SPECIFICATIONS FOR MORE
INFORMATION REGARDING FINISH DETAILS.
7. WHERE LENGTHS OF EXISTING WALLS ARE
EXTENDED, REPLACED, OR OTHERWISE MODIFIED
PROVIDE NEW BASE TRIM ALONG THE ENTIRE
LENGTH OF THE WALL.
FINISH LEGEND
ROOM NAME XXX
CEILINGWALLFLOOR
FLOOR TYPES
LAMINATE FLOORINGF1
EXISTING FINISH TO REMAINEX.
WALL FINISHES
GYP. BD., TEXTURED & PAINTEDW1
EXISTING FINISH, TEXTURED & PAINTEDEX.
CEILING FINISHES
EXISTING FINISH, TEXTURED & PAINTEDC1
WATER-RESISTANT GYP. BD., TEXTURED
& PAINTED. PROVIDE CERAMIC 12" x 12"
TILE UP TO 60" AFF.
W2
CERAMIC TILE 12" x 12"F2
EXPOSED CONCRETE & PLYWOODF3
GYP. BD., TEXTURED & PAINTEDC2
GYP. BD., TAPED & MUDDED, UNFINISHEDC3
GYP. BD, TAPED & MUDDED, UNFINISHEDW3
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
M an ag em en t
Checked by:
R ev is io ns
D es cr ip tio n
D at e
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A
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A-106
FINISH PLAN
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17 JANUARY 2025
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1/4" = 1'-0"1 PROPOSED FINISH PLAN
T.O. Roof Structure 12' - 2 1/4"
Roof Bearing Level 8' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
A2A2 NEW
SIDING
NEW FASCIA BOARD &
UNVENTED SOFFIT @ ENTIRE
ROOF PERIMETER, TYP.
A1 A1
NEW FAUX
WOOD
SHUTTERS
NEW FAUX
WOOD
SHUTTERS
NEW FAUX
WOOD
SHUTTERS
NEW FAUX
WOOD
SHUTTERS
NEW CORNER TRIM.
TYP. @ ENTIRE
BUILDING
NEW PERIMETER BASE
TRIM. TYP. @ ENTIRE
BUILDING
NEW SIDING
EXISTING ROOF TO REMAINEXISTING ROOF
TO REMAIN
NEW SIDING
EX. EX.
CRAWLSPACE VENT -
COORDINATE LOCATION
BETWEEN NEW FLOOR FRAMING CLEAN, PRIME & PAINT EXISTING
PORCH COLUMNS AND
HANDRAILS
First Floor Level 0' - 0"
T.O. Roof Structure 12' - 2 1/4"
Roof Bearing Level 8' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
A1
NEW FAUX WOOD
SHUTTERS
EXISTING ROOF TO REMAIN
NEW SIDING NEW SIDING
NEW SIDING
EX.
EX.
EX.
EX.
CRAWLSPACE VENT - COORDINATE LOCATION
BETWEEN NEW FLOOR FRAMING
SAND, PRIME & PAINT EXISTING EXPOSED WOOD TRIM,
FRAMING & COLUMNS AT REAR OVERHANG STRUCTURE
First Floor Level 0' - 0"
T.O. Roof Structure 12' - 2 1/4"
Roof Bearing Level 8' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
B
EXISTING ROOF
TO REMAIN
NEW SIDING
First Floor Level 0' - 0"
T.O. Roof Structure 12' - 2 1/4"
Roof Bearing Level 8' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
NEW FAUX WOOD
SHUTTERS
NEW FACTORY-FINISHED
CRAWLSPACE ACCESS
HATCH
EXISTING ROOF
TO REMAIN
NEW SIDING
EX. EX.
1. PROVIDE NEW TRIM BOARDS OF THE
FOLLOWING WIDTHS AT THE FOLLOWING
LOCATIONS:
PERIMETER BASE:: 7-1/4"
CORNERS: 3-1/2"
WINDOWS: 3-1/2" (ALL SIDES)
DOORS: 3-1/2" (ALL SIDES)
FASCIA: MATCH EXISTING
OTHER: AS NOTED ON DWGS
ALL TRIM SHALL BE 5/4 (1" ACTUAL) THICK W/
APPROVED RUSTIC / WOOD GRAIN.
2. PROVIDE NEW CONTINUOUS METAL DRIP EDGE
AT ENTIRE LENGTH OF EXISTING FASCIAS.
3. ALL SIDING IS TO BE REPLACED W/ NEW 6"
EXPOSURE HORIZONTAL LAP SIDING.
4. SIDING, TRIM & SOFFIT SHALL BE BY THE SAME
MANUFACTURER AND SHALL BE FACTORY PRIMED.
5. ALL SIDING, TRIM & SOFFIT MATERIAL TO BE
PAINTED.
6. PAINT EXISTING EXTERIOR DOORS.
7. RADON MITIGATION SYSTEM NOT SHOWN -
REFER TO FOUNDATION PLAN & SPECIFICATIONS
FOR MORE INFORMATION.
ELEVATION NOTES
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
M an ag em en t
Checked by:
R ev is io ns
D es cr ip tio n
D at e
D es cr ip tio n
D at e
C O
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A
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A-201
ELEVATIONS
C
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17 JANUARY 2025
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NOC AE
1/4" = 1'-0"1 PROPOSED FRONT / ENTRY ELEVATION
1/4" = 1'-0"2 PROPOSED REAR ELEVATION
1/4" = 1'-0"3 PROPOSED SIDE / LEFT ELEVATION
1/4" = 1'-0"4 PROPOSED SIDE / RIGHT ELEVATION
2 3
Roof Bearing Level 8' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
EXISTING ATTIC
A-302
A-302
ABA Bathroom
Hall
Mech. / Elec.
Dining
Kitchen
Mudroom
Bedroom
A-302
A-601
A-601
A-302
PROPOSED SANITARY LINE
First Floor Level 0' - 0"
2 3
Roof Bearing Level 8' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
A-302
A-302
A-302
Bedroom
Bedroom
Clos.
Living Room
Hall
Clos.
A-601
Sim
A-601
A-302
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
M an ag em en t
Checked by:
R ev is io ns
D es cr ip tio n
D at e
D es cr ip tio n
D at e
C O
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3/
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A
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A-301
SECTIONS
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HOUSING
17 JANUARY 2025
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NOC AE
1/4" = 1'-0"1 SECTION
1/4" = 1'-0"2 SECTION
A
Roof Bearing Level 8' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
B 1 A-301
Covered StorageHall
A-301
Bedroom
Mech. / Elec.
A-602
A-602
A-602
NEW R-49 INSULATION IN CEILING
First Floor Level 0' - 0"
A
Roof Bearing Level 8' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
B 1 A-301
A-301
Bedroom
Clos.
ABA Bathroom
A-602
Sim
First Floor Level 0' - 0"
AC
Roof Bearing Level 8' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
B 1 A-301
A-301
Bedroom
Hall
Mech. / Elec.
A-601
A-602
First Floor Level 0' - 0"
T.O. Roof Structure 12' - 2 1/4"
AC
Roof Bearing Level 8' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
B
A-301
A-301
Bedroom
Clos.
Bedroom
NEW BATT INSULATION,
TYP.
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
M an ag em en t
Checked by:
R ev is io ns
D es cr ip tio n
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A
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A-302
SECTIONS
C
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CANM -
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HOUSING
17 JANUARY 2025
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NOC AE
1/4" = 1'-0"2 SECTION
1/4" = 1'-0"3 SECTION
1/4" = 1'-0"1 SECTION
1/4" = 1'-0"4 Section 1
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
HORIZONTAL LAP SIDING
FINISHED GRADE - SLOPE MIN. 1/8" PER
FOOT AWAY FROM FOUNDATION
BASE TRIM
LAMINATE FLOORING
3/4" T&G PLYWOOD SUBSTRATE
FLOOR JOISTS - REFER TO STRUCTURAL
FOR MORE INFORMATION
9 1/2" BATT INSULATION (R-30)
EXISTING SILL PLATE
EXISTING FOUNDATION STEM WALL &
FOOTING
1" RIGID INSULATION BOARD (R-5)
WEATHER BARRIER
5/8" EXTERIOR GRADE PLYWOOD SHEATHING
5/8" GYP. BD.
3" CLOSED CELL SPRAY FOAM
INSULATION (R-21)
6 MIL POLYVINYL VAPOR BARRIER
6" M
IN
PROVIDE STARTER STRIP & Z-FLASHING PER
SIDING MANUFACTURER'S RECOMMENDATIONS
BASE FLASHING @ BASE OF WALL
BASE TRIM
First Floor Level 0' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
BASE TRIM
5/8" GYP. BD.
3" BATT INSULATION
RESILIENT FLOORING
3/4" T&G PLYWOOD
SUBSTRATE
FLOOR JOISTS - REFER TO STRUCTURAL
FOR MORE INFORMATION
9 1/2" BATT INSULATION (R-30)
BUILT-UP SILL PLATE FOR
NOMINAL JOISTS
NEW CONCRETE STEM WALL &
FOOTING - REFER TO STRUCTURAL
WOOD FRAME WALL
5/8" GYP. BD.
2X4 BASE PLATE
CONTINUE GYP. BD. DOWN BEYOND
FLOOR BAND BOARD - SCREW TO
BAND BOARD & PROVIDE MIN. 1/2"
REVEAL AT BASE
BLOCKING BANDBOARD
CONCRETE SLAB - REFER TO
STRUCTURAL
8"
2" RIGID INSULATION BOARD (R-10)
6 MIL POLYVINYL VAPOR BARRIER
WELL-COMPACTED GRAVEL
FILL OVER UNDISTURBED OR
WELL-COMPACTED SOIL -
REFER TO STRUCTURAL
EXISTING STRUCTURE
5/8" GYP. BD. - CONTINUE GYP. BD.
DOWN BEYOND FLOOR BAND
BOARD - GLUE TO BAND BOARD &
PROVIDE MIN. 1/2" REVEAL AT
BASE
1/ 2" 1/
2"
EXISTING
CRAWL SPACE
Mech. / Elec.
First Floor Level 0' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
BASE TRIM
5/8" GYP. BD.
EXISTING WALL FRAMING
RESILIENT FLOORING
3/4" T&G PLYWOOD SUBSTRATE
FLOOR JOISTS - REFER TO STRUCTURAL
FOR MORE INFORMATION
9 1/2" BATT INSULATION (R-30)
NEW CONCRETE STEM WALL &
FOOTING - REFER TO STRUCTURAL
6 MIL POLYVINYL VAPOR BARRIER -
EXTEND TO B.O. NEW FRAMING
EXISTING
CRAWL SPACE
First Floor Level 0' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
HORIZONTAL LAP SIDING
EXISTING DRIVEWAY SLAB TO REMAIN
BASE TRIM
LAMINATE FLOORING
3/4" T&G PLYWOOD SUBSTRATE
FLOOR JOISTS - REFER TO STRUCTURAL
FOR MORE INFORMATION
9 1/2" BATT INSULATION (R-30)
EXISTING SILL PLATE EXISTING FOUNDATION STEM WALL
& FOOTING
1" RIGID INSULATION BOARD (R-5)
WEATHER BARRIER
5/8" EXTERIOR GRADE PLYWOOD
SHEATHING
5/8" GYP. BD.
3" CLOSED CELL SPRAY
FOAM INSULATION (R-21)
PROVIDE STARTER STRIP & Z-FLASHING PER
SIDING MANUFACTURER'S RECOMMENDATIONS
6 MIL POLYVINYL VAPOR BARRIER
BEARING RIM BOARD - REFER TO
STRUCTURAL
BASE TRIM
BLOCK AS NECESSARY TO SUPPORT
SHEATHING
BASE FLASHING @ BASE OF WALL
A
EX. WALL
INTERIOR WALL
FINISHES
1" x 2-1/2" FIBER-CEMENT
TRIM BOARD - PAINTED TO
MATCH SIDING COLOR
WALL TYPE B1 WALL TYPE B2
CONTINUOUS CAULKCONTINUOUS
CAULK
1"
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
M an ag em en t
Checked by:
R ev is io ns
D es cr ip tio n
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DETAILS
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CANM -
LAKEVIEW
INTERN
HOUSING
17 JANUARY 2025
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1" = 1'-0"1 FOUNDATION DETAIL
1" = 1'-0"2 FOUNDATION DETAIL
1" = 1'-0"3 FOUNDATION DETAIL
1" = 1'-0"4 FOUNDATION DETAIL
1 1/2" = 1'-0"5 SIDING TRANSITION PLAN DETAIL
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
BASE TRIM
5/8" GYP. BD.
3" BATT INSULATION
RESILIENT FLOORING
3/4" T&G PLYWOOD
SUBSTRATE
FLOOR JOISTS - REFER TO
STRUCTURAL FOR MORE INFORMATION
9 1/2" BATT INSULATION (R-30)
TRUE 1-1/2" x 8" SILL PLATE
NEW CONCRETE STEM WALL &
FOOTING - REFER TO
STRUCTURAL
6 MIL POLYVINYL VAPOR BARRIER -
EXTEND TO SILL PLATE
WOOD FRAME WALL
5/8" GYP. BD.
2X4 BASE PLATE
CONTINUE GYP. BD. DOWN BEYOND FLOOR
BAND BOARD - GLUE TO BAND BOARD &
PROVIDE MIN. 1/2" REVEAL AT BASE
BLOCKING BAND BOARD
CONCRETE SLAB - REFER TO
STRUCTURAL
2" RIGID INSULATION BOARD
(R-10) - CONTINUE TO FOOTING AT
SLAB PERIMETER
6 MIL POLYVINYL
VAPOR BARRIER
WELL-COMPACTED GRAVEL
FILL OVER UNDISTURBED OR
WELL-COMPACTED SOIL -
REFER TO STRUCTURAL
Mech. / Elec.
EXISTING CONCRETE PATIO
EXISTING STEM WALL & FOOTING
PREHUNG FIBERGLASS DOOR
THRESHOLD - REFER TO DOOR
DETAILS FOR MORE INFORMATION
EXPANSION MATERIAL
First Floor Level 0' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
Hall
EXISTING CONCRETE PATIO
EXISTING STEM WALL &
FOOTING
HORIZONTAL LAP SIDING
BASE TRIM
RESILIENT FLOORING
3/4" T&G PLYWOOD
SUBSTRATE
FLOOR JOISTS - REFER TO STRUCTURAL
FOR MORE INFORMATION
9 1/2" BATT INSULATION (R-30)
1" RIGID INSULATION
BOARD (R-5)
WEATHER BARRIER
5/8" EXTERIOR GRADE
PLYWOOD SHEATHING
5/8" GYP. BD.
3" CLOSED CELL SPRAY FOAM
INSULATION (R-21)
PROVIDE STARTER STRIP & DRIP
EDGE PER SIDING MANUFACTURER'S
RECOMMENDATIONS
CLOSED CELL SPRAY FOAM INSULATION
@ FLOOR PERIMETER, MIN. 6" THICK
EXISTING SILL PLATE
6 MIL POLYVINYL VAPOR BARRIER - EXTEND
TO SILL PLATE
5/8" GYP. BD.
2X6 BASE PLATE
3" BATT INSULATION
NEW CONCRETE FOOTER & STEM
WALL - REFER TO STRUCTURAL
TRUE 1-1/2" x 8" TREATED SILL PLATE
TJI RIM JOIST
REFER TO STRUCTURAL FOR MIN.
BEARING DEPTH
BLOCKING IN BETWEEN JOISTS
BUILT-UP SILL PLATE FOR NOMINAL JOISTS
TJI JOISTS - REFER TO STRUCTURAL FOR
MORE INFORMATION
9 1/2" BATT INSULATION (R-30)
Roof Bearing Level 8' - 0"
HORIZONTAL LAP SIDING
1" RIGID INSULATION BOARD (R-5)
WEATHER BARRIER
5/8" EXTERIOR GRADE PLYWOOD SHEATHING
5/8" GYP. BD.
3" CLOSED CELL SPRAY FOAM
INSULATION (R-21)
NEW 2X4 TOP PLATE
5/8" GYP. BD.
NEW CONTINUOUS
ALUMINUM DRIP EDGE
EXISTING GARAGE HEADER
TO REMAIN
NEW 1X FIBER-CEMENT
FASCIA BOARD, PAINTED
NEW UNVENTED FIBER-CEMENT
SOFFIT BOARD, PAINTED
EXISTING ROOFING TO REMAIN
EXISTING ROOF TRUSS
First Floor Level 0' - 0"
Garage Floor Level -1' - 0"
T.O. Footing -3' - 0"
HORIZONTAL LAP SIDING
EXISTING DRIVEWAY
SLAB TO REMAIN
BASE TRIM
RESILIENT FLOORING
3/4" T&G PLYWOOD SUBSTRATE
FLOOR JOISTS - REFER TO STRUCTURAL
FOR MORE INFORMATION
9 1/2" BATT INSULATION (R-30)
EXISTING SILL PLATE
NEW CONCRETE STEM WALL & FOOTING -
REFER TO STRUCTURAL
1" RIGID INSULATION BOARD (R-5)
WEATHER BARRIER
5/8" EXTERIOR GRADE
PLYWOOD SHEATHING
5/8" GYP. BD.
3" CLOSED CELL SPRAY
FOAM INSULATION (R-21)
PROVIDE STARTER STRIP & DRIP EDGE PER SIDING
MANUFACTURER'S RECOMMENDATIONS
6 MIL POLYVINYL VAPOR BARRIER
BLOCK AS NECESSARY TO
SUPPORT SHEATHING
Date:
BLM Job #:
U ni te d
St at es D ep ar tm en t o f t he In te rio r Bu re au o f L an d
M an ag em en t
Checked by:
R ev is io ns
D es cr ip tio n
D at e
D es cr ip tio n
D at e
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DETAILS
C
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CANM -
LAKEVIEW
INTERN
HOUSING
17 JANUARY 2025
C
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1" = 1'-0"2 FOUNDATION DETAIL
1" = 1'-0"3 FOUNDATION DETAIL
1" = 1'-0"4 ROOF DETAIL
1" = 1'-0"1 FOUNDATION DETAIL
FINISHED FLOOR
NOTES:
1. DOOR SWINGS ARE FOR
ILLUSTRATIVE PURPOSES ONLY -
REFER TO PLANS FOR SWING
DIRECTIONS.
2. REFER TO SPECIFICATIONS FOR
MATERIALS.
6'
8" (V
.I.
F.
VARIES
ROBE HOOK WHERE
NOTED IN SCHEDULE -
PROVIDE ON BEDROOM
SIDE OF APPLICABLE
DOORS
6'
8"
VARIES
6'
8"
VARIES
CASED
OPENING
114115 116 117 118
M
AX
A
3' - 0"
5'
0"
7'
0"
FINISHED FLOOR
NOTES:
1.WINDOW SIZES & HEAD HEIGHTS ARE BASED ON
AS-BUILT MEASUREMENTS AND ARE TO BE FIELD
VERIFIED PRIOR TO ORDERING OF WINDOWS UNITS.
2. WHERE REQUIRED BY IBC SECTION 1031,
EMERGENCY ESCAPE & RESCUE OPENINGS SHALL
MAINTAIN A NET CLEAR OPENING OF 5.7 SQ.FT. AND
SHALL NOT BE GREATER THAN 44" FROM THE FLOOR.
3. PROVIDE PRIVACY FILM ON WINDOW GLAZING AT
BATHROOM.
B
7'
0"
2'
0"
2' - 0"
6.68 SQ.FT.
OPENING
DOUBLE
HUNG
CASEMENT
CASED OPENING JAMB
KING STUD
JACK STUD
SCHEDULED TRIM
1/2" WOOD TRIM, MATCH
TRIM FINISH
WALL TYPE A5 - REFER
TO SHEET A-002 FOR
MORE…
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