HomeMy WebLinkAboutPLANS - 22-00663 - Juniper Sands Apartments - Bldg #4 - 56 UnitsTHE PROPOSED PROJECT CONSISTS OF A MULTI-FAMILY RESIDENTIAL STRUCTURE INCLUDING 56 DWELLING UNITS ON FOUR FLOORS. THE
GROUND FLOOR IS APPROXIMATELY 9,754 S.F. THE BASEMENT FLOOR IS 10,059 S.F. AND THE TWO UPPER TWO FLOORS ARE 9,961 S.F. EACH.
THE BUILDING WILL BE CONSTRUCTED USING CONVENTIONAL WOOD FRAMED CONSTRUCTION. THE STRUCTURE WILL BE FIRE SPRINKLERED
WITH FIRE RESISTANCE RATED PARTITIONS. SITE IMPROVEMENTS INCLUDE SIDEWALKS, PARKING AREAS, LANDSCAPING AND RELATED WORK.
OCCUPANCY: R-2
NO. OF STORIES:3
TYPE OF CONSTRUCTION: V-B
BUILDING HEIGHT: 35' - 0"
GROSS AREA: 39,735 SQFT
OWNER: JUNIPER SANDS PROPERTY LLC.
P.O. BOX 584, REXBURG, ID 83440
PROJECT ADDRESS:JUNIPER SANDS SUBDIVISION, LOT 1,
BLOCK 2
BUILDING CODES APPLICABLE:
2018 INTERNATIONAL BUILDING CODE
2018 ENERGY CONSERVATION CODE
2018 INTERNATIONAL MECHANICAL CODE
2020 NATIONAL ELECTRIC CODE
2018 INTERNATIONAL FIRE CODE
2018 INTERNATIONAL FUEL GAS CODE
2018 INTERNATIONAL PLUMBING CODE
OWNER:
JUNIPER SANDS PROPERTY LLC.
P.O. BOX 584
REXBURG, ID 83440
ARCHITECT:
GPC ARCHITECTS
18 N. MAIN ST, SUITE 200
PO BOX 330
DRIGGS, ID 83422
PHONE: 208.354.8036
EMAIL: gchadwick@gpcarch.com
CONTACT: GARETT CHADWICK, AIA, LEED AP BD&C
CONSTRUCTION MANAGER - GENERAL CONTRACTOR:
HEADWATERS CONSTRUCTION COMPANY
900 JET STREAM DR,
REXBURG, ID 83440
PHONE: 866.496.9868
EMAIL: stan@headwaterscc.com
CONTACT: STAN MARSHALL
CIVIL ENGINEER: (OWNERS CONSULTANT INCLUDED FOR REFERENCE)
HARPER - LEAVITT ENGINEERING INC.
101 S PARK AVENUE
IDAHO FALLS, ID, 83402
PHONE: (208)524-0212
STRUCTURAL ENGINEER:
FROST STRUCTURAL ENGINEERING
1020 LINCOLN ROAD
IDAHO FALLS, ID 83401
PHONE: 208.227.8404
EMAIL: contact@frost-structural.com
NORTH
NOTE: NOT ALL SYMBOLS ARE USED
ARCHITECTURAL
CR1.1 CODE REVIEW
CR1.2 CODE REVIEW BASMENT PLAN
CR1.3 CODE REVIEW 1ST FLOOR PLAN
CR1.4 CODE REVIEW 2ND AND 3RD FLOOR PLANS
CR1.5 CODE REVIEW BUILDING SECTIONS
CR1.7 ICC A117.1-2017 FIGURES
CR1.8 COMCHECK
A1.1 ARCHITECTURAL RADON & DRAINING PLAN
A1.2 BASEMENT FLOOR PLAN
A1.3 1ST FLOOR PLAN
A1.4 2ND FLOOR PLAN
A1.5 3RD FLOOR PLAN
A1.6 BASEMENT UNIT PLANS
A1.7 1ST FLOOR UNIT PLANS
A1.8 1ST FLOOR UNIT PLANS DIM.
A1.9 2ND AND 3RD FLOOR UNIT PLANS
A2.1 AREA PLANS
A2.2 FINISH SCHEDULE & BUILDING DETAILS
A3.1 EXTERIOR ELEVATIONS
A3.2 EXTERIOR ELEVATIONS
A3.3 EXTERIOR PERSPECTIVES
A4.1 ROOF PLAN
A4.2 ROOF DETAILS
A5.1 BUILDING SECTIONS
A5.2 BUILDING SECTIONS
A5.3 BUILDING SECTIONS
A5.4 BUILDING SECTIONS
A6.1 WALL SECTIONS
A6.2 WALL SECTIONS
A8.1 INTERIOR ELEVATIONS
A8.2 INTERIOR ELEVATIONS
A8.3 INTERIOR ELEVATIONS
A9.1 STAIR PLANS AND SECTIONS
A10.1 WINDOW AND DOOR SCHEDULES
A10.2 DOOR AND WINDOW DETAILS
A11.1 BASEMENT REFLECTED CLG. PLAN
A11.2 1ST FLOOR REFLECTED CLG. PLAN
A11.3 2ND FLOOR REFLECTED CLG. PLAN
A11.4 3RD FLOOR REFLECTED CLG. PLAN
A11.5 BASEMENT UNIT RCPs
A11.6 1ST FLOOR UNIT RCPs
A11.7 2ND & 3RD FLOOR UNIT RCPs
A12.1 PRODUCT SPECIFICATIONS
SHEET NUMBER SHEET NAME
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
0
6
A
M
T1.1
TITLE SHEET
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
TITLE
T1.1 TITLE SHEET
MECHANICAL ENGINEER:
ENGINEERED SYSTEMS ASSOCIATES, INC.
1355 EAST CENTER ST.
POCATELLO, ID 83201
PHONE: 208.233.0501
EMAIL: esa@engsystems.com
ELECTRICAL ENGINEER:
PAYNE ENGINEERING, INC.
1823 EAST CENTER ST.
POCATELLO, ID 83201
PHONE: 208.232.4439
EMAIL: admin@payneengineeringinc.com
ABV Above
A/C Air Conditioning
ACT Acoustical Ceiling Tile
ADJ Adjustable, Adjacent
A.F.F.Above Finish Floor
A.I.B.Air Infiltration Barrier
ALT Alternate
ALUM Aluminum
APPROX Approximate
ARCH Architectural/Architect
BD Board
BLDG Building
BLK Block
BLKG Blocking
BLW Below
BM Beam
B.M.Bench Mark
BN Bullnose
B.O.F. Bottom of Footing
B.O.M.Bottom of Masonry
BRG Bearing
BTM Bottom
BTWN Between
B.U.Built-up
CAB Cabinet
CEM Cement
C.I.Cast Iron
C.J.Control Joint
CLG Ceiling
CLO Closet
C.M.Construction Manager
C.M.U. Concrete Masonry Unit
C.O. Clean out
COL Column
CONC Concrete
CONST.JT.Construction Joint
CONT Continuous
CONTR Contractor
COORD Coordinate
CORR Corridor
CPT Carpet
C.T. Ceramic Tile
CTR Center
C.W. Cold Water
DBL Double
DET Detail
D.F. Drinking Fountain
DIA Diameter
DIM Dimension
DISP Dispenser/Disposal
DN Down
D.P.Dampproofing
DR Door
DRF Draftstopping
D.S.Downspout
DWG Drawing
EA Each
E.C.Electrical Contractor
E.E. Each End
E.I.F.S.Exterior Insulation and
Finish System
E.J. Expansion Joint
E.J.C. Expansion Joint Cover
EL Elevation
ELEC Electrical/Electric
E/O Equipment by Owner
E.P.D.M.Ethylene Propylene
Diene Monomer
E.P.S. Expanded Polystyrene
EQ Equal
EQUIP Equipment
E.W.C. Electric Water Cooler
E.W.S. Exterior Wall System
EXIST or
(e)Existing
EXP Expansion
EXT Exterior
F.D.Floor Drain
FDN Foundation
F.E. Fire Extinguisher
FIN Finish
FLR/FL Floor
F.N.D. Feminine Napkin Disposal
F.N.V.Feminine Napkin Vendor
F.O.B. Face of Brick
F.O.F. Face of Framing
F.O.S. Face of Stud
FR Frame
FT Feet/Foot
FTG Footing
FURR Furring
GA Gauge
GALV Galvanized
G.B. Grab Bar
GEN General
G.I. Galvanized Iron
GL Glass
G.W.B. Gypsum Wallboard
H.B. Hose Bibb
H/C Handicapped
H.C. Hollow Core
H.D.Heavy Duty
HDNR Hardener
HDW Hardware
H.M. Hollow Metal
HORZ Horizontal
HT Height
H.W. Hot Water
ICF Insulated Concrete Form
I.D. Inside Diameter
IN Inch/Inches
INCL Including
INFO Information
INSUL Insulation
INT Interior
INV Invert
JAN Janitor
JT Joint
LKRS Lockers
LOC Location
MASRY Masonry Block
MAT/MAT'L Material
MAX Maximum
MECH Mechanical
MEMB.W.P.Membrane
Waterproofing
MEZZ. Mezzanine
MFR/MFG Manufacturer/
Manufacturing
M.H.Manhole
Min Minimum
MISC Miscellaneous
M.L.P.Metal Liner Panel
M.O.Masonry Opening
M.T.Metal Threshold
MTL Metal
M.T.P.Metal Toilet Partition
(N)New
NEC'Y Necessary
N.I.C.Not in Contract
NOM Nominal
N.T.S.Not to Scale
O.A.F.Overall Frame
O.C.On Center
O.D.Outside Diameter
O.H.Overhead
OPNG Opening
OPP Opposite
OPP.H.Opposite Hand
ORIG Original
O.F.C.I.Owner Furnished
Contractor Installed
O.F.O.I.Owner Furnished
Owner Installed
PL or Plate
P.Lam Plastic Laminate
PLAS Plastic
PLYWD Plywood
PREFAB Prefabricated
PT Paint
P.T.D.Paper Towel Dispenser
P.T.W.Pressure Treated Wood
PTN Partition
QT Quarry Tile
(R)Remove
RAD Radius
R.D.Roof Drain
RECMND Recommendation
REF Reference/Refrigerator
REINF Reinforce/Reinforcing
REQ'D Required
RET Retain/Retained
REV Revisions
R.F.Resilient Flooring
RM Room
R.O.Rough Opening
RTG Rating
S.C.Solid Core
SCHED Schedule
S.C.W.Solid Core Wood
S.D.Soap Dispenser
SECT Section
S.F.Square Feet
S.F.C.Special Floor Coating
S.G.T.Structural Glazed Tile
SHWR Shower
SHT Sheet
SHTG Sheathing
SIM Similar
SPECS Specifications
SQ Square
S.S.Stainless Steel
STD Standard
STL Steel
STOR Storage
STRUCT Structural
SUSP Suspended
S.W.C.Special Wall Coating
TEL Telephone
TEMP Tempered
T.O.BM.Top of Beam
T.O.C.Top of Concrete
T.O.F.Top of Footing
TOIL Toilet
T.O.J.Top of Joist
T.O.M.Top of Masonry
T.O.S.Top of Steel
T.P.D.Toilet Paper Dispenser
TRANS.
FG. PNL.
Translucent Fiberglass
Panel
TRTD Treated
TYP Typical
U.G.Underground
U.L.Underwriters Laboratory
UNEXC Unexcavated
UNFIN Unfinished
U.N.O.Unless Noted Otherwise
U.S.Underside
(V)Verify
V.C.T.Vinyl Composition TIle
VENT Ventilation/Ventilator
VERT Vertical
V.I.F.Verify in Field
VISQ.V.B.Visqueen Vapor Barrier
V.S.G.Vinyl Sheet Goods
V.T.R.Vent Thru Roof
VWC Vinyl Wallcovering
W/With
W.C.Water Closet
WD Wood
WDO Window
W/O Without
W.P.Waterproof
XX.X
X
X
X
X
X
XX.X
X
XX.X
X
XX.X
XX.X
XXX
X
XXX
XX
X
X'-X"CX
XXX
KEY TO SYMBOLSSTANDARD ABBREVIATIONS
VICINITY MAP
BUILDING DATA
INDICATES CENTER LINE
EXTERIOR ELEVATION NUMBER
DETAIL NUMBER
BUILDING SECTION LETTER
WALL SECTION NUMBER
SHEET DRAWN ON
WALL TYPE
LETTER
TOILET ACCESSORY
BORROWED LITE TAG
CEILING TYPE TAG
EXTERIOR WINDOW LETTER
& BORROWED LITE TAG
ROOM NUMBER
KEYED NOTE
NUMBER
INTERIOR & EXTERIOR
DOOR OR GATE NUMBER
SHEET DRAWN ON
SHEET DRAWN ON
SHEET DRAWN ON
INTERIOR ELEVATION NUMBER
SHEET DRAWN ON
INDEX TO DRAWINGS
RCP Reflected Ceiling Plan
PROJECT TEAM
X
PROJECT SUMMARY
CONSTRUCTION DOCUMENTS
ACCESS. Accessory
XXXXXX.XX
BOARD INSULATION & E.I.F.S.
IN PLAN & SECTION
DRYWALL OR PLASTER
IN PLAN & SECTION
PLYWOOD
IN PLAN & SECTION
ACOUSTIC TILE
IN SECTION
METAL
IN PLAN & SECTION
BRICK IN
PLAN & SECTION
CONCRETE BLOCK IN
PLAN & SECTION
CONCRETE IN
PLAN & SECTION
GRAVEL IN
PLAN & SECTION
EARTH IN SECTION
BATT INSULATION IN SECTION
WALL
IN PLAN & SECTION
FINISHED WOOD
IN SECTION
9/
1
/
2
0
2
2
1
1
:
5
5
:
0
6
A
M
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
THIS IMAGE IS CONCEPTUAL AND MAY NOT COINCIDE WITH THE CONSTRUCTION DOCUMENTS
ELECTRICAL
E0.0 ELECTRICAL SYMBOLS & DETAILS
E0.1 ELECTRICAL ELEVATIONS
E1.0 BASEMENT ELECTRICAL PLAN
E1.1 1ST FLOOR ELECTRICAL PLAN
E1.2 2ND FLOOR ELECTRICAL PLAN
E1.3 3RD FLOOR ELECTRICAL PLAN
E2.0 TYPICAL UNIT PLANS
E3.0 POWER RISER DIAGRAM & SCHEDULES
STRUCTURAL
S1.0 GENERAL STRUCTURAL NOTES
S1.1 SPECIAL INSPECTIONS
S1.2 TYPICAL DETAILS
S1.3 TYPICAL DETAILS
S2.0 FOUNDATION PLAN
S2.1 FIRST FLOOR FRAMING PLAN
S2.2 SECOND FLOOR FRAMING PLAN
S2.3 THIRD FLOOR FRAMING PLAN
S2.4 ROOF FRAMING PLAN
S3.0 FOUNDATION DETAILS
S3.1 FOUNDATION DETAILS
S4.0 FLOOR FRAMING DETAILS
S4.1 FLOOR FRAMING DETAILS
S5.0 ROOF FRAMING DETAILS
MECHANICAL
M1.1 BASEMENT MECHANICAL PLAN
M1.2 1ST FLOOR MECHANICAL PLAN
M1.3 2ND FLOOR MECHANICAL PLAN
M1.4 3RD FLOOR MECHANICAL PLAN
M1.5 ROOF MECHANICAL PLAN
M2.0 TYP. LARGE SCALE MECH PLANS
M2.1 TYP. LARGE SCALE MECH PLANS
M3.0 MECHANICAL DETAILS & SCHEDULES
PLUMBING
P1.0 FOUNDATION PLUMBING PLAN
P1.1 BASEMENT PLUMBING PLAN
P1.2 1ST FLOOR PLUMBING PLAN
P1.3 2ND FLOOR PLUMBING PLAN
P1.4 3RD FLOOR PLUMBING PLAN
P1.5 ROOF PLUMBING PLAN
P2.0 TYP. LARGE SCALE PLUMBING PLANS
P2.1 TYP. LARGE SCALE PLUMBING PLANS
P3.0 PLUMBING DETAILS & SCHEDULES
N
2
N
D
E
H W Y 2 0
V O L M O S S R D
W MAIN ST
S
2
N
D
S
T
W
PROJECT
LOCATION
no. description date
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
0
7
A
M
CR1.1
CODE REVIEW
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
2018 IBC BUILDING CODE REVIEW
USE AND OCCUPANCY
DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART
FOR ANY PROJECT OR PURPOSE WHATSOEVER WITHOUT THE PRIOR SPECIFIC WRITTEN
AUTHORIZATION OF GPC ARCHITECTS. REGARDLESS OF ANY NOTES WITHIN THE DRAWINGS,
SPECIFICATIONS, AND/OR PRODUCT SUBMITTALS, THIS PROJECT SHALL COMPLY WITH THE 2018
INTERNATIONAL BUILDING CODE (IBC). IN THE EVENT OF A CONFLICT OR DISCREPANCY WITH
THESE PROPOSED PLANS AND THE 2018 IBC, NOTIFY THE ARCHITECT IMMEDIATELY.
GENERAL PROJECT INFORMATION
BUILDING OWNER: JUNIPER SANDS PROPERTY LLC.
P.O. BOX 584, REXBURG, ID 83440
PROJECT ADDRESS:JUNIPER SANDS SUBDIVISION, LOT 1, BLOCK 2
LEGAL DESCRIPTION:JUNIPER SANDS SUBDIVISION
TAX 5782
SEISMIC ZONE:CATEGORY D
CONSTRUCTION TYPE:V-B
PROJECT DESCRIPTION
SITE AND ZONING
APPLICABLE OCCUPANCY CLASSIFICATION GROUP(S):
310.3 RESIDENTIAL GROUP R-2.
RESIDENTIAL GROUP R-2 OCCUPANCIES CONTAINING SLEEPING UNITS OR MORE THAN
TWO DWELLING UNITS WHERE THE OCCUPANTS ARE PRIMARILY PERMANENT IN NATURE,
INCLUDING:
APARTMENT HOUSES
CHAPTER 3
SPECIAL DETAILED REQUIREMENTS
BASED ON OCCUPANCY AND USE
420.2 SEPARATION WALLS.
WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING,WALLS SEPARATING SLEEPING
UNITS IN THE SAME BUILDING AND WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM
OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED
AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708.
420.3 HORIZONTAL SEPARATION.
FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDINGS, FLOOR ASSEMBLIES
SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES SEPARATING
DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME
BUILDING SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION
711.
[F] 420.4 AUTOMATIC SPRINKLER SYSTEM.
GROUP R OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER
SYSTEM IN ACCORDANCE WITH SECTION 903.2.8. QUICK-RESPONSE OR RESIDENTIAL AUTOMATIC
SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 903.3.2.
[F] 420.5 FIRE ALARM SYSTEMS AND SMOKE ALARMS.
FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE PROVIDED IN GROUP R-2 OCCUPANCIES IN
ACCORDANCE WITH SECTION 907.2.9. SINGLE-OR MULTIPLE-STATION SMOKE ALARMS SHALL BE
PROVIDED IN GROUPS R-2 IN ACCORDANCE WITH SECTION 907.2.10.
420.9 GROUP R COOKING FACILITIES.
IN GROUP R OCCUPANCIES, COOKING APPLIANCES USED FOR DOMESTIC COOKING OPERATIONS
SHALL BE IN ACCORDANCE WITH SECTION 917.2 OF THE INTERNATIONAL MECHANICAL CODE.
CHAPTER 4
BUILDING HEIGHT AND AREA
TABLE 504.3 MAX ALLOWABLE BUILDING HEIGHT SPRINKLERED: 60'
ACTUAL HEIGHT: 35'
TABLE 504.4 MAX ALLOWABLE NUMBER OF STORIES SPRINKLERED, TYPE V-B: 3 STORIES
ACTUAL NUMBER OF STORIES: 3 STORIES
TABLE 506.2 MAX ALLOWABLE AREA SPRINKLERED: 7,000 S.F. (W/ NFPA 13R SPRINKLER
SYSTEM.)
506.2.3 SINGLE- OCCUPANCY, MULTISTORY BUILDINGS
THE ALLOWABLE AREA OF A SINGLE-OCCUPANCY BUILDING WITH MORE THAN ONE STORY ABOVE
GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH EQUATION 5-2:
Aa = [At + (NS X If)] x Sa
Aa = [7,000 + (7,000 X .30) X 1 = 9,100 SQUARE FEET PER STORY (W/ NFPA 13R SPRINKLER SYSTEM.)
Aa = [7,000 + (7,000 X .30) X.3 = 27,300 SQUARE FEET
Aa = ALLOWABLE AREA (SQUARE FEET).
At = TUBULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D, OR SM VALUE, AS APPLICABLE) IN
ACCORDANCE WITH TABLE 506.2
NS = TUBULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH TABLE 506.2 FOR A
NONSPRINKLERED BUILDING (REGARDLESS OF WETHER THE BUILDING IS SPRINKLERED).
If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT) AS CALCULATED IN ACCORDANCE
WITH SECTION 506.3
Sa = ACTUAL NUMBER OF BUILDING STORIES ABOVE GRADE PLANE, NOT TO EXCEED THREE. FOR
BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN
ACCORDANCE WITH SECTION 903.3.1.2, USE THE ACTUAL NUMBER OF BUILDING STORIES ABOVE
GRADE PLANE, NOT TO EXCEED FOUR.
NO INDIVIDUAL STORY SHALL EXCEED THE ALLOWABLE AREA (AA) AS DETERMINED BY EQUATION
5-2 USING THE VALUE OF SA = 1.
CHAPTER 5
THE PROPOSED PROJECT CONSISTS OF A MULTI-FAMILY RESIDENTIAL STRUCTURE INCLUDING 56
DWELLING UNITS ON FOUR FLOORS. THE GROUND FLOOR IS APPROXIMATELY 9,754 S.F. THE
BASEMENT FLOOR IS 10,059 S.F. AND THE TWO UPPER TWO FLOORS ARE 9,961 S.F. EACH. THE
BUILDING WILL CONSTRUCTED USING CONVENTIONAL WOOD FRAMED CONSTRUCTION. THE
STRUCTURE WILL BE FIRE SPRINKLERED WITH REQUIRED FIRE RESISTANCE RATED PARTITIONS.
SITE IMPROVEMENTS INCLUDE SIDEWALKS, PARKING AREAS, LANDSCAPING AND RELATED WORK.
ZONING DISTRICT:HEIGHT DENSITY RESIDENTIAL 2
PERMITTED USES:MULTI-FAMILY
FRONT YARD SETBACK:25'
REAR YARD SETBACK:20'
SIDE YARD SETBACK:6" OF SETBACK FOR EVERY FOOT OF BUILDING HEIGHT
MAXIMUM BUILDING HEIGHT:55'
MAXIMUM LOT COVERAGE:80%
MINIMUM LANDSCAPING:20%
FIRE AND SMOKE PROTECTION
SYSTEMS
705.2.3.1 BALCONIES AND SIMILAR PROJECTIONS
BALCONIES AND SIMILAR PROJECTIONS OF COMBUSTIBLE CONSTRUCTION OTHER THAN FIRE-
RETARDANT-TREATED WOOD SHALL BE FIRE-RESISTANCE RATED WHERE REQUIRED BY TABLE
601 FOR FLOOR CONSTRUCTION OR SHALL BE OF HEAVY TIMBER CONSTRUCTION IN
ACCORDANCE WITH SECTION 2304.11. THE AGGREGATE LENGTH OF THE PROJECTIONS SHALL NOT
EXCEED 50 PERCENT OF THE BUILDING'S PERIMETER ON EACH FLOOR.
EXCEPTIONS:
3. BALCONIES AND SIMILAR PROJECTIONS ON BUILDINGS OF TYPES III, IV AND V
CONSTRUCTION SHALL BE PERMITTED TO BE OF TYPE V CONSTRUCTION AND SHALL NOT
BE REQUIRED TO HAVE A FIRE-RESISTANCE RATING WHERE SPRINKLER PROTECTION IS
EXTENDED TO THESE AREAS.
708.3 FIRE-RESISTANCE RATING
FIRE PARTITIONS SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR.
EXCEPTIONS:
CORRIDOR WALLS PERMITTED TO HAVE A 1/2-HOUR FIRE-RESISTANCE RATING BY TABLE 1020.1.
1. DWELLING UNIT AND SLEEPING UNIT SEPARATIONS IN BUILDINGS OF TYPES IIB, IIIB AND
VB CONSTRUCTION SHALL HAVE FIRE-RESISTANCE RATINGS OF NOT LESS THAN 1/2 HOUR
IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN
ACCORDANCE WITH SECTION 903.3.1.1.
708.4 CONTINUITY
FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING
ASSEMBLY BELOW AND BE SECURELY ATTACHED TO ONE OF THE FOLLOWING:
1. THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR SLAB ABOVE.
2. THE UNDERSIDE OF A FLOOR/CEILING OR ROOF/CEILING ASSEMBLY HAVING A FIRE-
RESISTANCE RATING THAT IS NOT LESS THAN THE FIRE-RESISTANCE RATING OF
THE FIRE PARTITION.
EXCEPTIONS:
1. FIRE PARTITIONS SHALL NOT BE REQUIRED TO EXTEND INTO A CRAWL SPACE BELOW
WHERE THE FLOOR ABOVE THE CRAWL SPACE HAS A MINIMUM 1-HOUR FIRE-RESISTANCE
RATING.
2. FIRE PARTITIONS SERVING AS A CORRIDOR WALL SHALL NOT BE REQUIRED TO EXTEND
ABOVE THE LOWER MEMBRANE OF A CORRIDOR CEILING PROVIDED THAT
THE CORRIDOR CEILING MEMBRANE IS EQUIVALENT TO CORRIDOR WALL MEMBRANE,
AND EITHER OF THE FOLLOWING CONDITIONS IS MET:
3. THE ROOM-SIDE MEMBRANE OF THE CORRIDOR WALL EXTENDS TO THE UNDERSIDE OF
THE FLOOR OR ROOF SHEATHING, DECK OR SLAB OF A FIRE-RESISTANCE-RATED FLOOR
OR ROOF ABOVE.
4. THE BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED
THROUGHOUT IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,
INCLUDING AUTOMATIC SPRINKLERS INSTALLED IN THE SPACE BETWEEN THE TOP OF
THE FIRE PARTITION AND UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR
SLAB ABOVE.
708.4.2 FIREBLOCKS AND DRAFTSTOPS IN COMBUSTIBLE CONSTRUCTION
IN COMBUSTIBLE CONSTRUCTION WHERE FIRE PARTITIONS DO NOT EXTEND TO THE UNDERSIDE
OF THE FLOOR OR ROOF SHEATHING, DECK OR SLAB ABOVE, THE SPACE ABOVE AND ALONG THE
LINE OF THE FIRE PARTITION SHALL BE PROVIDED WITH ONE OF THE FOLLOWING:
1. FIREBLOCKING UP TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR
SLAB ABOVE USING MATERIALS COMPLYING WITH SECTION 718.2.1.
2. DRAFTSTOPPING UP TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR
SLAB ABOVE USING MATERIALS COMPLYING WITH SECTION 718.3.1 FOR FLOORS
OR SECTION 718.4.1 FOR ATTICS.
EXCEPTIONS:
1. BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED
THROUGHOUT IN ACCORDANCE WITH SECTION 903.3.1.1, OR IN ACCORDANCE
WITH SECTION 903.3.1.2 PROVIDED THAT PROTECTION IS PROVIDED IN THE SPACE
BETWEEN THE TOP OF THE FIRE PARTITION AND UNDERSIDE OF THE FLOOR OR ROOF
SHEATHING, DECK OR SLAB ABOVE AS REQUIRED FOR SYSTEMS COMPLYING
WITH SECTION 903.3.1.1.
2. WHERE CORRIDOR WALLS PROVIDE A SLEEPING UNIT OR DWELLING UNIT SEPARATION,
DRAFTSTOPPING SHALL ONLY BE REQUIRED ABOVE ONE OF THE CORRIDOR WALLS.
3. IN GROUP R-2 OCCUPANCIES UP TO AND INCLUDING FOUR STORIES IN HEIGHT IN
BUILDINGS NOT EXCEEDING 60 FEET (18 288 MM) IN HEIGHT ABOVE GRADE PLANE,
THE ATTIC SPACE SHALL BE SUBDIVIDED BY DRAFTSTOPS INTO AREAS NOT EXCEEDING
3,000 SQUARE FEET (279 M2) OR ABOVE EVERY TWO DWELLING UNITS, WHICHEVER IS
SMALLER.
711.2.4.3 DWELLING UNITS AND SLEEPING UNITS
HORIZONTAL ASSEMBLIES SERVING AS DWELLING OR SLEEPING UNIT SEPARATIONS IN
ACCORDANCE WITH SECTION 420.3 SHALL BE NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED
CONSTRUCTION.
EXCEPTION:HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS AND SLEEPING
UNITS SHALL BE NOT LESS THAN 1/2-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION IN A
BUILDING OF TYPES IIB, IIIB AND VB CONSTRUCTION, WHERE THE BUILDING IS EQUIPPED
THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1.
713.2 CONSTRUCTION
SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH SECTION
707 OR HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711, OR BOTH.
713.4 FIRE-RESISTANCE RATING
SHAFT ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS
WHERE CONNECTING FOUR STORIES OR MORE, AND NOT LESS THAN 1 HOUR WHERE
CONNECTING LESS THAN FOUR STORIES. THE NUMBER OF STORIES CONNECTED BY THE SHAFT
ENCLOSURE SHALL INCLUDE ANY BASEMENTS BUT NOT ANY MEZZANINES.SHAFT
ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY
PENETRATED, BUT NEED NOT EXCEED 2 HOURS.SHAFT ENCLOSURES SHALL MEET THE
REQUIREMENTS OF SECTION 703.2.1.
714.1 SCOPE
THE PROVISIONS OF THIS SECTION SHALL GOVERN THE MATERIALS AND METHODS OF
CONSTRUCTION USED TO PROTECT THROUGH PENETRATIONS AND MEMBRANE
PENETRATIONS OF HORIZONTAL ASSEMBLIES AND FIRE-RESISTANCE-RATED WALL ASSEMBLIES.
714.1.1 DUCTS AND AIR TRANSFER OPENINGS
PENETRATIONS OF FIRE-RESISTANCE-RATED WALLS BY DUCTS THAT ARE NOT PROTECTED WITH
DAMPERS SHALL COMPLY WITH SECTIONS 714.3 THROUGH 714.4.3. PENETRATIONS
OF HORIZONTAL ASSEMBLIES NOT PROTECTED WITH A SHAFT AS PERMITTED BY SECTION 717.6,
AND NOT REQUIRED TO BE PROTECTED WITH FIRE DAMPERS BY OTHER SECTIONS OF THIS CODE,
SHALL COMPLY WITH SECTIONS 714.5 THROUGH 714.6.2. DUCTS AND AIR TRANSFER OPENINGS
THAT ARE PROTECTED WITH DAMPERS SHALL COMPLY WITH SECTION 717.
714.4 FIRE-RESISTANCE-RATED WALLS
PENETRATIONS INTO OR THROUGH FIRE WALLS,FIRE BARRIERS,SMOKE
BARRIER WALLS AND FIRE PARTITIONS SHALL COMPLY WITH SECTIONS 714.4.1 THROUGH 714.4.3.
PENETRATIONS IN SMOKE BARRIER WALLS SHALL ALSO COMPLY WITH SECTION 714.5.4.
714.4.1 THROUGH PENETRATIONS
THROUGH PENETRATIONS OF FIRE-RESISTANCE-RATED WALLS SHALL COMPLY WITH SECTION
714.4.1.1 OR 714.4.1.2.
714.4.1.1 FIRE-RESISTANCE-RATED ASSEMBLIES
THROUGH PENETRATIONS SHALL BE PROTECTED USING SYSTEMS INSTALLED AS TESTED IN
THE APPROVED FIRE-RESISTANCE-RATED ASSEMBLY.
714.4.1.2 THROUGH-PENETRATION FIRESTOP SYSTEM
THROUGH PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION
FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E814 OR UL 1479, WITH A
MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF WATER AND SHALL HAVE
AN F RATING OF NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF
THE WALL PENETRATED.
714.5 HORIZONTAL ASSEMBLIES
PENETRATIONS OF A FIRE-RESISTANCE-RATED FLOOR, FLOOR/CEILING ASSEMBLY OR THE
CEILING MEMBRANE OF A ROOF/CEILING ASSEMBLY NOT REQUIRED TO BE ENCLOSED IN
A SHAFT BY SECTION 712.1 SHALL BE PROTECTED IN ACCORDANCE WITH
SECTIONS 714.5.1 THROUGH 714.5.4.
714.5.1 THROUGH PENETRATIONS
THROUGH PENETRATIONS OF HORIZONTAL ASSEMBLIES SHALL COMPLY WITH SECTION
714.5.1.1 OR 714.5.1.2.
CHAPTER 7
FIRE PROTECTION AND LIFE
SAFETY SYSTEMS
[F] 903.3.1.2 NFPA 13R SPRINKLER SYSTEMS.
AUTOMATIC SPRINKLER SYSTEMS IN GROUP R OCCUPANCIES UP TO AND INCLUDING FOUR
STORIES IN HEIGHT IN BUILDINGS NOT EXCEEDING 60 FEET (18 288 MM) IN HEIGHT ABOVE GRADE
PLANE SHALL BE PERMITTED TO BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13R.
THE NUMBER OF STORIES OF GROUP R OCCUPANCIES CONSTRUCTED IN ACCORDANCE WITH
SECTIONS 510.2 AND 510.4 SHALL BE MEASURED FROM THE HORIZONTAL ASSEMBLY CREATING
SEPARATE BUILDINGS.
[F] 903.3.1.2.1 BALCONIES AND DECKS.
SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXTERIOR BALCONIES, DECKS AND GROUND
FLOOR PATIOS OF DWELLING UNITS AND SLEEPING UNITS WHERE EITHER OF THE FOLLOWING
CONDITIONS EXISTS:
1. THE BUILDING IS OF TYPE V CONSTRUCTION, PROVIDED THAT THERE IS A ROOF OR DECK
ABOVE.
2. EXTERIOR BALCONIES, DECKS AND GROUND FLOOR PATIOS OF DWELLING
UNITS AND SLEEPING UNITS ARE CONSTRUCTED IN ACCORDANCE WITH SECTION
705.2.3.1, EXCEPTION 3.
SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALL BE PERMITTED TO BE
LOCATED SUCH THAT THEIR DEFLECTORS ARE WITHIN 1 INCH (25 MM) TO 6 INCHES (152 MM)
BELOW THE STRUCTURAL MEMBERS AND A MAXIMUM DISTANCE OF 14 INCHES (356 MM) BELOW
THE DECK OF THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTED OF OPEN WOOD
JOIST CONSTRUCTION.
CHAPTER 9
MEANS OF EGRESS
SECTION 1004 OCCUPANT LOAD
TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT.
RESIDENTIAL: 200 GROSS
1005.3 REQUIRED CAPACITY BASED ON OCCUPANT LOAD
1005.3.1 STAIRWAYS.
THE CAPACITY, IN INCHES, OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY
MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF
EGRESS CAPACITY FACTOR OF 0.3 INCH (7.6 MM) PER OCCUPANT. WHERE STAIRWAYS SERVE
MORE THAN ONE STORY, ONLY THE OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVIDUALLY
SHALL BE USED IN CALCULATING THE REQUIRED CAPACITY OF THE STAIRWAYS SERVING
THAT STORY.
EXCEPTIONS:
1.FOR OTHER THAN GROUP H AND I-2 OCCUPANCIES, THE CAPACITY, IN INCHES, OF MEANS
OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT
LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH
(5.1 MM) PER OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND AN
EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION
907.5.2.2.
1005.3.2 OTHER EGRESS COMPONENTS
THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL
BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY
A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT.
EXCEPTIONS:
1. FOR OTHER THAN GROUP H AND I-2 OCCUPANCIES, THE CAPACITY, IN INCHES, OF MEANS OF
EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING
THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY
FACTOR OF 0.15 INCH (3.8 MM) PER OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH
AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION
903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN
ACCORDANCE WITH SECTION 907.5.2.2.
1019.3 OCCUPANCIES OTHER THAN GROUPS I-2 AND I-3.
IN OTHER THAN GROUP I-2 AND I-3 OCCUPANCIES, FLOOR OPENINGS CONTAINING EXIT ACCESS
STAIRWAYS OR RAMPS THAT DO NOT COMPLY WITH ONE OF THE CONDITIONS LISTED IN THIS
SECTION SHALL BE ENCLOSED WITH A SHAFT ENCLOSURE CONSTRUCTED IN ACCORDANCE
WITH SECTION 713.
CHAPTER 10
GLASS AND GLAZING
2406.4 HAZARDOUS LOCATIONS
THE LOCATIONS SPECIFIED IN SECTIONS 2406.4.1 THROUGH 2406.4.7 SHALL BE CONSIDERED TO BE
SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING MATERIALS.
2406.4.1 GLAZING IN DOORS
GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL
BE CONSIDERED TO BE A HAZARDOUS LOCATION.
2406.4.2 GLAZING ADJACENT TO DOORS
GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE
NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24-INCH (610 MM) ARC OF EITHER
VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE
OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE WALKING SURFACE SHALL BE
CONSIDERED TO BE A HAZARDOUS LOCATION.
EXCEPTIONS:
1. DECORATIVE GLAZING.
2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE
DOOR AND GLAZING.
3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914
MM) OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION
2406.4.3.
4. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE
DOOR IN A CLOSED POSITION IN ONE- AND TWO-FAMILY DWELLINGS OR
WITHIN DWELLING UNITS IN GROUP R-2.
2406.4.3 GLAZING IN WINDOWS
GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING
CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION:
1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEET (0.84 M2).
2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES (457 MM) ABOVE THE
FLOOR.
3. THE TOP EDGE OF THE GLAZING IS GREATER THAN 36 INCHES (914 MM) ABOVE THE
FLOOR.
4. ONE OR MORE WALKING SURFACE(S) ARE WITHIN 36 INCHES (914 MM), MEASURED
HORIZONTALLY AND IN A STRAIGHT LINE, OF THE PLANE OF THE GLAZING.
2406.4.6 GLAZING ADJACENT TO STAIRWAYS AND RAMPS
GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524
MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS
BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS
LOCATION.
EXCEPTIONS:
1. THE SIDE OF A STAIRWAY, LANDING OR RAMP THAT HAS A GUARD COMPLYING WITH THE
PROVISIONS OF SECTIONS 1015 AND 1607.8, AND THE PLANE OF THE GLASS IS GREATER
THAN 18 INCHES (457 MM) FROM THE RAILING.
2. GLAZING 36 INCHES (914 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING
SURFACE.
2406.4.7 GLAZING ADJACENT TO THE BOTTOM STAIRWAY LANDING
GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS
LESS THAN 60 INCHES (1524 MM) ABOVE THE LANDING AND WITHIN A 60-INCH (1524 MM)
HORIZONTAL ARC THAT IS LESS THAN 180 DEGREES (3.14 RAD) FROM THE BOTTOM
TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
CHAPTER 24
EXCEPTIONS:
1. PENETRATIONS BY STEEL, FERROUS OR COPPER CONDUITS, PIPES, TUBES OR VENTS
OR CONCRETE OR MASONRY ITEMS THROUGH A SINGLE FIRE-RESISTANCE-RATED
FLOOR ASSEMBLY WHERE THE ANNULAR SPACE IS PROTECTED WITH MATERIALS THAT
PREVENT THE PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE COTTON
WASTE WHEN SUBJECTED TO ASTM E119 OR UL 263 TIME-TEMPERATURE FIRE
CONDITIONS UNDER A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49
PA) OF WATER AT THE LOCATION OF THE PENETRATION FOR THE TIME PERIOD
EQUIVALENT TO THE FIRE-RESISTANCE RATING OF THE CONSTRUCTION PENETRATED.
PENETRATING ITEMS WITH A MAXIMUM 6-INCH (152 MM)NOMINAL DIAMETER SHALL NOT
BE LIMITED TO THE PENETRATION OF A SINGLE FIRE-RESISTANCE-RATED FLOOR
ASSEMBLY, PROVIDED THAT THE AGGREGATE AREA OF THE OPENINGS THROUGH THE
ASSEMBLY DOES NOT EXCEED 144 SQUARE INCHES (92 900 MM2) IN ANY 100 SQUARE
FEET (9.3 M2) OF FLOOR AREA.
2. PENETRATIONS IN A SINGLE CONCRETE FLOOR BY STEEL, FERROUS OR COPPER
CONDUITS, PIPES, TUBES OR VENTS WITH A MAXIMUM 6-INCH (152
MM)NOMINAL DIAMETER, PROVIDED THAT THE CONCRETE, GROUT OR MORTAR IS
INSTALLED THE FULL THICKNESS OF THE FLOOR OR THE THICKNESS REQUIRED TO
MAINTAIN THE FIRE-RESISTANCE RATING. THE PENETRATING ITEMS SHALL NOT BE
LIMITED TO THE PENETRATION OF A SINGLE CONCRETE FLOOR, PROVIDED THAT
THE AREA OF THE OPENING THROUGH EACH FLOOR DOES NOT EXCEED 144 SQUARE
INCHES (92 900 MM2).
3. PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL, PROVIDED THAT SUCH
BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE-RATED ASSEMBLIES AND
INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING.
714.5.1.1 FIRE-RESISTANCE-RATED ASSEMBLIES
THROUGH PENETRATIONS SHALL BE PROTECTED USING SYSTEMS INSTALLED AS TESTED IN
THE APPROVED FIRE-RESISTANCE-RATED ASSEMBLY.
714.5.1.2 THROUGH-PENETRATION FIRESTOP SYSTEM
THROUGH PENETRATIONS SHALL BE PROTECTED BY AN APPROVED THROUGH-PENETRATION
FIRESTOP SYSTEM INSTALLED AND TESTED IN ACCORDANCE WITH ASTM E814 OR UL 1479, WITH A
MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER (2.49 PA). THE SYSTEM
SHALL HAVE AN F RATING/T RATING OF NOT LESS THAN 1 HOUR BUT NOT LESS THAN THE
REQUIRED RATING OF THE FLOOR PENETRATED.
EXCEPTIONS:
1. FLOOR PENETRATIONS CONTAINED AND LOCATED WITHIN THE CAVITY OF A WALL ABOVE
THE FLOOR OR BELOW THE FLOOR DO NOT REQUIRE A T RATING.
2. FLOOR PENETRATIONS BY FLOOR DRAINS, TUB DRAINS OR SHOWER DRAINS CONTAINED
AND LOCATED WITHIN THE CONCEALED SPACE OF A HORIZONTAL ASSEMBLY DO NOT
REQUIRE A T RATING.
3. FLOOR PENETRATIONS OF MAXIMUM 4-INCH (102 MM)NOMINAL DIAMETER METAL
CONDUIT OR TUBING PENETRATING DIRECTLY INTO METAL-ENCLOSED ELECTRICAL
POWER SWITCHGEAR DO NOT REQUIRE A T RATING.
716.2.6 FIRE DOOR HARDWARE AND CLOSURES
FIRE DOOR HARDWARE AND CLOSURES SHALL BE INSTALLED ON FIRE DOOR ASSEMBLIES IN
ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION.
718.2.1.1 BATTS OR BLANKETS OF MINERAL WOOL OR MINERAL FIBER
BATTS OR BLANKETS OF MINERAL WOOL OR MINERAL FIBER OR OTHER APPROVED NONRIGID
MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE 10-FOOT (3048 MM)
HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR
STAGGERED STUDS.
718.2.1.2 UNFACED FIBERGLASS
UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL THE ENTIRE CROSS
SECTION OF THE WALL CAVITY TO A MINIMUM HEIGHT OF 16 INCHES (406 MM) MEASURED
VERTICALLY. WHERE PIPING, CONDUIT OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED, THE
INSULATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION.
718.2.1.5 DOUBLE STUD WALLS
BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS
SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF
STUDS OR STAGGERED STUDS.
FIRE AND SMOKE PROTECTION
SYSTEMS (CONTINUED)CHAPTER 7MEANS OF EGRESS (CONT'D)
SECTION 1020 CORRIDORS
1020.1 CONSTRUCTION.
CORRIDORS SHALL BE FIRE-RESISTANCE RATED IN ACCORDANCE WITH TABLE 1020.1.
THE CORRIDOR WALLS REQUIRED TO BE FIRE-RESISTANCE RATED SHALL COMPLY WITH SECTION
708 FOR FIRE PARTITIONS.
TABLE 1020.1.
CORRIDOR FIRE-RESISTANCE RATING.
OCCUPANCY: R-2
OCCUPANT LOAD: GREATER THAN 10
WITH SPRINKLER SYSTEM: .5 FOR BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 WHERE ALLOWED.
1020.2 WIDTH AND CAPACITY.
THE REQUIRED CAPACITY OF CORRIDORS SHALL BE DETERMINED AS SPECIFIED IN SECTION
1005.1, BUT THE MINIMUM WIDTH SHALL BE NOT LESS THAN THAT SPECIFIED IN TABLE 1020.2.
TABLE 1020.2
MINIMUM CORRIDOR WIDTH.
ANY FACILITY NOT LISTED IN THIS TABLE: MINIMUM WIDTH: 44 INCHES.
SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
1023.2 CONSTRUCTION
ENCLOSURES FOR INTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE CONSTRUCTED AS FIRE
BARRIERS IN ACCORDANCE WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN
ACCORDANCE WITH SECTION 711, OR BOTH.INTERIOR EXIT STAIRWAY AND RAMP ENCLOSURES
SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR
STORIES OR MORE AND NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES.
THE NUMBER OF STORIES CONNECTED BY THE INTERIOR EXIT STAIRWAYS OR RAMPS SHALL
INCLUDE ANY BASEMENTS, BUT NOT ANY MEZZANINES.INTERIOR EXIT
STAIRWAYS AND RAMPS SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN THE FLOOR
ASSEMBLY PENETRATED, BUT NEED NOT EXCEED 2 HOURS.
CHAPTER 10
ACCESSIBILITY - IBC
1102.1 DESIGN.
BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN
ACCORDANCE WITH THIS CODE AND ICC A117.1.
SEE SHEET CR1.5 FOR ICC A 117.1 REVIEW.
1107.2 DESIGN
DWELLING UNITS AND SLEEPING UNITS THAT ARE REQUIRED TO BE ACCESSIBLE UNITS, TYPE A
UNITS AND TYPE B UNITS SHALL COMPLY WITH THE APPLICABLE PORTIONS OF CHAPTER 11 OF ICC
A117.1. UNITS REQUIRED TO BE TYPE A UNITS ARE PERMITTED TO BE DESIGNED AND
CONSTRUCTED AS ACCESSIBLE UNITS. UNITS REQUIRED TO BE TYPE B UNITS ARE PERMITTED TO
BE DESIGNED AND CONSTRUCTED AS ACCESSIBLE UNITS OR AS TYPE A UNITS.
SECTION 1107.6.2 GROUP R-2.
1107.6.2.2 APARTMENT HOUSES, MONASTERIES AND CONVENTS.
TYPE A UNITS AND TYPE B UNITS SHALL BE PROVIDED IN APARTMENT HOUSES, MONASTERIES
AND CONVENTS IN ACCORDANCE WITH SECTIONS 1107.6.2.2.1 AND 1107.6.2.2.2. BEDROOMS IN
MONASTERIES AND CONVENTS SHALL BE COUNTED AS UNITS FOR THE PURPOSE OF
DETERMINING THE NUMBER OF UNITS. WHERE THE BEDROOMS ARE GROUPED IN SLEEPING UNITS,
ONLY ONE BEDROOM IN EACH SLEEPING UNIT SHALL COUNT TOWARD THE NUMBER OF
REQUIRED TYPE A UNITS.
1107.6.2.2.1 TYPE A UNITS.
IN GROUP R-2 OCCUPANCIES CONTAINING MORE THAN 20 DWELLING UNITS OR SLEEPING UNITS,
AT LEAST 2 PERCENT BUT NOT LESS THAN ONE OF THE UNITS SHALL BE A TYPE A UNIT. ALL
GROUP R-2 UNITS ON A SITE SHALL BE CONSIDERED TO DETERMINE THE TOTAL NUMBER OF UNITS
AND THE REQUIRED NUMBER OF TYPE A UNITS. TYPE A UNITS SHALL BE DISPERSED AMONG THE
VARIOUS CLASSES OF UNITS.
EXCEPTIONS:
1. THE NUMBER OF TYPE A UNITS IS PERMITTED TO BE REDUCED IN ACCORDANCE
WITH SECTION 1107.7.
2. EXISTING STRUCTURES ON A SITE SHALL NOT CONTRIBUTE TO THE TOTAL NUMBER OF
UNITS ON A SITE.
1107.6.2.2.2 TYPE B UNITS.
WHERE THERE ARE FOUR OR MORE DWELLING UNITS OR SLEEPING UNITS INTENDED TO BE
OCCUPIED AS A RESIDENCE IN A SINGLE STRUCTURE, EVERY DWELLING UNIT AND SLEEPING
UNIT INTENDED TO BE OCCUPIED AS A RESIDENCE SHALL BE A TYPE B UNIT.
CHAPTER 11
SECTION 1206 SOUND TRANSMISSION
1206.1 SCOPE
THIS SECTION SHALL APPLY TO COMMON INTERIOR WALLS, PARTITIONS AND FLOOR/CEILING
ASSEMBLIES BETWEEN ADJACENT DWELLING UNITS AND SLEEPING UNITS OR BETWEEN DWELLING
UNITS AND SLEEPING UNITS AND ADJACENT PUBLIC AREAS SUCH AS HALLS, CORRIDORS,
STAIRWAYS OR SERVICE AREAS.
1206.2 AIRBORNE SOUND
WALLS, PARTITIONS AND FLOOR-CEILING ASSEMBLIES SEPARATING DWELLING UNITS AND
SLEEPING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND
TRANSMISSION CLASS OF NOT LESS THAN 50, OR NOT LESS THAN 45 IF FIELD TESTED, FOR
AIRBORNE NOISE WHERE TESTED IN ACCORDANCE WITH ASTM E90. PENETRATIONS OR OPENINGS
IN CONSTRUCTION ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; RECESSED CABINETS;
BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR EXHAUST DUCTS SHALL BE SEALED, LINED,
INSULATED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS. THIS REQUIREMENT
SHALL NOT APPLY TO ENTRANCE DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT FITTING TO
THE FRAME AND SILL.
1206.3 STRUCTURE-BORNE SOUND
FLOOR-CEILING ASSEMBLIES BETWEEN DWELLING UNITS AND SLEEPING UNITS OR BETWEEN
A DWELLING UNIT OR SLEEPING UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE
SHALL HAVE AN IMPACT INSULATION CLASS RATING OF NOT LESS THAN 50, OR NOT LESS THAN 45
IF FIELD TESTED, WHERE TESTED IN ACCORDANCE WITH ASTM E492.
CHAPTER 12INTERIOR ENVIRONMENT
SOILS AND FOUNDATIONS
1804.4 SITE GRADING
THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE
BUILDING AT A SLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-
PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET (3048 MM) MEASURED PERPENDICULAR
TO THE FACE OF THE WALL.
1805.2 DAMPPROOFING
WHERE HYDROSTATIC PRESSURE WILL NOT OCCUR AS DETERMINED BY SECTION 1803.5.4,
FLOORS AND WALLS FOR OTHER THAN WOOD FOUNDATION SYSTEMS SHALL BE DAMPPROOFED IN
ACCORDANCE WITH THIS SECTION.
1805.2.1 FLOORS
DAMPPROOFING MATERIALS FOR FLOORS SHALL BE INSTALLED BETWEEN THE FLOOR AND THE
BASE COURSE REQUIRED BY SECTION 1805.4.1, EXCEPT WHERE A SEPARATE FLOOR IS PROVIDED
ABOVE A CONCRETE SLAB.
WHERE INSTALLED BENEATH THE SLAB, DAMPPROOFING SHALL CONSIST OF NOT LESS THAN 6-MIL
(0.006 INCH; 0.152 MM) POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM).
1805.2.2 WALLS
DAMPPROOFING MATERIALS FOR WALLS SHALL BE INSTALLED ON THE EXTERIOR SURFACE OF
THE WALL, AND SHALL EXTEND FROM THE TOP OF THE FOOTING TO ABOVE GROUND LEVEL.
DAMPPROOFING SHALL CONSIST OF A BITUMINOUS MATERIAL, 3 POUNDS PER SQUARE YARD (16
N/M2) OF ACRYLIC MODIFIED CEMENT,1/8 INCH (3.2 MM) COAT OF SURFACE-BONDING
MORTAR COMPLYING WITH ASTM C887, ANY OF THE MATERIALS PERMITTED FOR
WATERPROOFING BY SECTION 1805.3.2 OR OTHER APPROVED METHODS OR MATERIALS.
CHAPTER 18
no. description date
UP
GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA WP3267
GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA WP3267
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
2
4
7
GA
W
P
3
2
4
7
GA
W
P
3
2
6
7
GA
W
P
3
2
6
7
GA WP3116 GA WP3116
C
C
D
D
E
E
F
F
H
H
1 1
4
4
5 5
8 8
2 2
G
G
6 6
B
B
7 7
3 3
A
A
I
I
J
J
K
K 1
CR1.5
________
1
CR1.5
________
2
CR1.5
________2
CR1.5
________UNIT 013
RESIDENTIAL 200
GROSS
807 SQ FT GROSS
4 OCCUPANTS
UNIT 014
RESIDENTIAL 200
GROSS
807 SQ FT GROSS
4 OCCUPANTS
UNIT 001
RESIDENTIAL 200
GROSS
807 SQ FT GROSS
4 OCCUPANTS
UNIT 002
RESIDENTIAL 200
GROSS
807 SQ FT GROSS
4 OCCUPANTS
UNIT 003
RESIDENTIAL 200
GROSS
414 SQ FT GROSS
3 OCCUPANTS
UNIT 012
RESIDENTIAL 200
GROSS
414 SQ FT GROSS
3 OCCUPANTS
UNIT 005
RESIDENTIAL 200
GROSS
511 SQ FT GROSS
3 OCCUPANTS
UNIT 007
RESIDENTIAL 200
GROSS
511 SQ FT GROSS
3 OCCUPANTS
UNIT 009
RESIDENTIAL 200
GROSS
511 SQ FT GROSS
3 OCCUPANTS
UNIT 011
RESIDENTIAL 200
GROSS
511 SQ FT GROSS
3 OCCUPANTS
UNIT 004
RESIDENTIAL 200
GROSS
511 SQ FT GROSS
3 OCCUPANTS
UNIT 006
RESIDENTIAL 200
GROSS
511 SQ FT GROSS
3 OCCUPANTS
UNIT 008
RESIDENTIAL 200
GROSS
511 SQ FT GROSS
3 OCCUPANTS
UNIT 010
RESIDENTIAL 200
GROSS
511 SQ FT GROSS
3 OCCUPANTS
3
3 3
3
34
4
3
33
3
3 4
4
FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5075
1 HOUR FIRE
55 TO 59 STC SOUND
± 74 IIC SOUND
1 1/4" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD I-JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3267
1 HOUR FIRE
50 TO 54 STC SOUND
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3116
1 HOUR FIRE
55 TO 59 STC SOUND
TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
1" AIR SPACE
5/8" TYPE X GYPSUM WALL BOARD
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3247
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052 AND GA FILE NO. WP 3247
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5075 AND GA FILE NO. WP 3116
1 HOUR FIRE
1 1/4" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD I-JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052, GA FILE NO. FC 5075, AND GA FILE NO. WP 3267
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
1/2" RESILIENT CHANNELS
1/2" RESILIENT CHANNELS
FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052
1 HOUR FIRE
55 TO 59 STC SOUND
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION FIREBLOCK IN
ACCORDANCE WITH IBC 718.2.1.2 AND 718.2.1.5
UNIT 102
-
RESIDENTIAL 200
GROSS
926 SQ FT GROSS
5 OCCUPANTS
7
EXIT
NUMBER OF OCCUPANTS
ALTERNATE EXIT ROUTE
FUNCTION OF SPACE
(IBC TABLE 1004.1.2)
AREA OF OCCUPANCY
(SQUARE FEET)
NUMBER OF OCCUPANTS
(AREA/OCC. LOAD FACTOR)
OCCUPANCY LOAD FACTOR
(IBC TABLE 1004.1.2)
ROOM NAME AND NUMBER
FIRE
EXTINGUISHER
NUMBER OF OCCUPANTS FROM
ADJACENT STORY
EXIT ACCESS TRAVEL PATH
EXIT ACCESS TRAVEL PATH
FROM ADJACENT STORY
42
FIRE-RESISTANT-RATED
CONSTRUCTION ASSEMBLY AND
REFERENCE NUMBER
FE
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
1
0
A
M
CR1.2
CODE REVIEW
BASMENT PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/8" = 1'-0"CR1.2
1 CODE REVIEW BASEMENT PLAN
CODE REVIEW PLAN LEGENDNFPA 13R SPRINKLER SYSTEM
THIS PROJECT SHALL BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED
THROUGHOUT IN ACCORDANCE WITH NFPA 13R.
FIRE-RATED ASSEMBLIES
no. description date
GA WP3116 GA WP3116
DN
UP
GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA WP3267
GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA WP3267
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
2
4
7
GA
W
P
3
2
4
7
GA
W
P
3
2
6
7
GA
W
P
3
2
6
7
FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5075
1 HOUR FIRE
55 TO 59 STC SOUND
± 74 IIC SOUND
1 1/4" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD I-JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3267
1 HOUR FIRE
50 TO 54 STC SOUND
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3116
1 HOUR FIRE
55 TO 59 STC SOUND
TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
1" AIR SPACE
5/8" TYPE X GYPSUM WALL BOARD
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3247
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052 AND GA FILE NO. WP 3247
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5075 AND GA FILE NO. WP 3116
1 HOUR FIRE
1 1/4" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD I-JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052, GA FILE NO. FC 5075, AND GA FILE NO. WP 3267
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
1/2" RESILIENT CHANNELS
1/2" RESILIENT CHANNELS
FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052
1 HOUR FIRE
55 TO 59 STC SOUND
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION FIREBLOCK IN
ACCORDANCE WITH IBC 718.2.1.2 AND 718.2.1.5
UNIT 102
-
RESIDENTIAL 200
GROSS
926 SQ FT GROSS
5 OCCUPANTS
7
EXIT
NUMBER OF OCCUPANTS
ALTERNATE EXIT ROUTE
FUNCTION OF SPACE
(IBC TABLE 1004.1.2)
AREA OF OCCUPANCY
(SQUARE FEET)
NUMBER OF OCCUPANTS
(AREA/OCC. LOAD FACTOR)
OCCUPANCY LOAD FACTOR
(IBC TABLE 1004.1.2)
ROOM NAME AND NUMBER
FIRE
EXTINGUISHER
NUMBER OF OCCUPANTS FROM
ADJACENT STORY
EXIT ACCESS TRAVEL PATH
EXIT ACCESS TRAVEL PATH
FROM ADJACENT STORY
42
FIRE-RESISTANT-RATED
CONSTRUCTION ASSEMBLY AND
REFERENCE NUMBER
FE
C
C
D
D
E
E
F
F
H
H
1 1
4
4
5
5
8 8
2 2
G
G
6 6
B
B
7 7
3 3
A
A
I
I
J
J
K
K 1
CR1.5
________
1
CR1.5
________
2
CR1.5
________2
CR1.5
________UNIT 113
RESIDENTIAL 200
GROSS
830 SQ FT GROSS
4 OCCUPANTS
UNIT 114
RESIDENTIAL 200
GROSS
830 SQ FT GROSS
4 OCCUPANTS
UNIT 101
RESIDENTIAL 200
GROSS
830 SQ FT GROSS
4 OCCUPANTS
UNIT 102
RESIDENTIAL 200
GROSS
830 SQ FT GROSS
4 OCCUPANTS
UNIT 103
RESIDENTIAL 200
GROSS
417 SQ FT GROSS
3 OCCUPANTS
UNIT 112
RESIDENTIAL 200
GROSS
417 SQ FT GROSS
3 OCCUPANTS
UNIT 105
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 107
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 109
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 111
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 104
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 106
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 108
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 110
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
3
3 3
3
34
4
3
33
3
3 4
4
46
46
46
46
EGRESS DOOR SIZE
OCCUPANTS TOTAL: 184
184 OCC X 0.2IN = 36IN
WIDTH PROVIDED: 36IN
EGRESS STAIR SIZE
OCCUPANTS PER STORY: 46
46 OCC X 0.3IN = 13.8IN
WIDTH PROVIDED: 60IN
EGRESS DOOR SIZE
OCCUPANTS TOTAL: 184
184 OCC X 0.2IN = 36IN
WIDTH PROVIDED: 36IN
EGRESS STAIR SIZE
OCCUPANTS PER STORY: 46
46 OCC X 0.3IN = 13.8IN
WIDTH PROVIDED: 60IN
EXIT ACCESS TRAVEL DIST.
MAXIMUM ALLOWED: 250'
DISTANCE PROVIDED:
FIRST FLOOR: 105'
BASEMENT: 127'
SECOND FLOOR:127'
THIRD FLOOR: 146'
EXIT ACCESS TRAVEL DIST.
MAXIMUM ALLOWED: 250'
DISTANCE PROVIDED:
FIRST FLOOR: 105'
BASEMENT: 127'
SECOND FLOOR:127'
THIRD FLOOR: 146'
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
1
3
A
M
CR1.3
CODE REVIEW
1ST FLOOR PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
FIRE-RATED ASSEMBLIES
CODE REVIEW PLAN LEGENDNFPA 13R SPRINKLER SYSTEM
THIS PROJECT SHALL BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED
THROUGHOUT IN ACCORDANCE WITH NFPA 13R.
1/8" = 1'-0"CR1.3
1 CODE REVIEW 1ST FLOOR PLAN
no. description date
GA WP3116 GA WP3116
GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA WP3267
GA WP3267 GA WP3267GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA WP3267 GA WP3267
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
2
4
7
GA
W
P
3
2
4
7
GA
W
P
3
2
6
7
GA
W
P
3
2
6
7
FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5075
1 HOUR FIRE
55 TO 59 STC SOUND
± 74 IIC SOUND
1 1/4" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD I-JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3267
1 HOUR FIRE
50 TO 54 STC SOUND
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3116
1 HOUR FIRE
55 TO 59 STC SOUND
TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
1" AIR SPACE
5/8" TYPE X GYPSUM WALL BOARD
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3247
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052 AND GA FILE NO. WP 3247
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5075 AND GA FILE NO. WP 3116
1 HOUR FIRE
1 1/4" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD I-JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052, GA FILE NO. FC 5075, AND GA FILE NO. WP 3267
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
1/2" RESILIENT CHANNELS
1/2" RESILIENT CHANNELS
FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052
1 HOUR FIRE
55 TO 59 STC SOUND
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION FIREBLOCK IN
ACCORDANCE WITH IBC 718.2.1.2 AND 718.2.1.5
UNIT 102
-
RESIDENTIAL 200
GROSS
926 SQ FT GROSS
5 OCCUPANTS
7
EXIT
NUMBER OF OCCUPANTS
ALTERNATE EXIT ROUTE
FUNCTION OF SPACE
(IBC TABLE 1004.1.2)
AREA OF OCCUPANCY
(SQUARE FEET)
NUMBER OF OCCUPANTS
(AREA/OCC. LOAD FACTOR)
OCCUPANCY LOAD FACTOR
(IBC TABLE 1004.1.2)
ROOM NAME AND NUMBER
FIRE
EXTINGUISHER
NUMBER OF OCCUPANTS FROM
ADJACENT STORY
EXIT ACCESS TRAVEL PATH
EXIT ACCESS TRAVEL PATH
FROM ADJACENT STORY
42
FIRE-RESISTANT-RATED
CONSTRUCTION ASSEMBLY AND
REFERENCE NUMBER
FE
C
C
D
D
E
E
F
F
H
H
1 1
4
4
5 5
8 8
2 2
G
G
6 6
B
B
7 7
3 3
A
A
I
I
J
J
K
K 1
CR1.5
________
1
CR1.5
________
2
CR1.5
________2
CR1.5
________
2ND FLOOR SIMILAR
UNIT 113
RESIDENTIAL 200
GROSS
830 SQ FT GROSS
4 OCCUPANTS
UNIT 114
RESIDENTIAL 200
GROSS
830 SQ FT GROSS
4 OCCUPANTS
UNIT 101
RESIDENTIAL 200
GROSS
830 SQ FT GROSS
4 OCCUPANTS
UNIT 102
RESIDENTIAL 200
GROSS
830 SQ FT GROSS
4 OCCUPANTS
UNIT 103
RESIDENTIAL 200
GROSS
417 SQ FT GROSS
3 OCCUPANTS
UNIT 112
RESIDENTIAL 200
GROSS
417 SQ FT GROSS
3 OCCUPANTS
UNIT 105
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 107
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 109
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 111
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 104
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 106
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 108
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
UNIT 110
RESIDENTIAL 200
GROSS
529 SQ FT GROSS
3 OCCUPANTS
3
3 3
3
34
4
3
33
3
3 4
4
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
1
6
A
M
CR1.4
CODE REVIEW
2ND AND 3RD
FLOOR PLANS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
FIRE-RATED ASSEMBLIES
CODE REVIEW PLAN LEGENDNFPA 13R SPRINKLER SYSTEM
THIS PROJECT SHALL BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED
THROUGHOUT IN ACCORDANCE WITH NFPA 13R.
1/8" = 1'-0"CR1.4
1 CODE REVIEW 3RD FLOOR PLAN
no. description date
GA WP3116 GA WP3116
GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075GA FC5075
GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075GA FC5075
GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075GA FC5075GA FC5052GA FC5052
GA FC5052GA FC5052
GA FC5052GA FC5052
GA
W
P
3
2
6
7
GA
W
P
3
2
6
7
GA
W
P
3
2
6
7
GA
W
P
3
2
6
7
GA
W
P
3
2
6
7
GA
W
P
3
2
6
7
GA
W
P
3
2
6
7
GA
W
P
3
2
6
7
GA FC5075 GA FC5075GA FC5075
GA FC5075 GA FC5075GA FC5075
GA FC5075 GA FC5075GA FC5075
GA FC5052GA FC5052
GA FC5052GA FC5052
GA FC5052GA FC5052 GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075
GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075
GA FC5075 GA FC5075GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075 GA FC5075
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
GA
W
P
3
1
1
6
FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5075
1 HOUR FIRE
55 TO 59 STC SOUND
± 74 IIC SOUND
1 1/4" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD I-JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3267
1 HOUR FIRE
50 TO 54 STC SOUND
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3116
1 HOUR FIRE
55 TO 59 STC SOUND
TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
1" AIR SPACE
5/8" TYPE X GYPSUM WALL BOARD
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3247
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052 AND GA FILE NO. WP 3247
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5075 AND GA FILE NO. WP 3116
1 HOUR FIRE
1 1/4" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD I-JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
TWO LAYERS 5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
2 X 4 WOOD STUDS ON SEPARATE PLATES
3 1/2" GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
WALLS AND PARTITIONS AT FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052, GA FILE NO. FC 5075, AND GA FILE NO. WP 3267
1 HOUR FIRE
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM WALL BOARD
WOOD STUDS
GLASS FIBER INSULATION BATTS
5/8" TYPE X GYPSUM SHEATHING
1/2" RESILIENT CHANNELS
1/2" RESILIENT CHANNELS
FLOOR-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5052
1 HOUR FIRE
55 TO 59 STC SOUND
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
3" GYPCRETE
1/4" SOUND REDUCTION MAT
PLYWOOD SUBFLOOR
WOOD JOISTS
3 1/2" GLASS FIBER INSULATION
1/2" RESILIENT CHANNELS
5/8" TYPE X GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION FIREBLOCK IN
ACCORDANCE WITH IBC 718.2.1.2 AND 718.2.1.5
UNIT 102
-
RESIDENTIAL 200
GROSS
926 SQ FT GROSS
5 OCCUPANTS
7
EXIT
NUMBER OF OCCUPANTS
ALTERNATE EXIT ROUTE
FUNCTION OF SPACE
(IBC TABLE 1004.1.2)
AREA OF OCCUPANCY
(SQUARE FEET)
NUMBER OF OCCUPANTS
(AREA/OCC. LOAD FACTOR)
OCCUPANCY LOAD FACTOR
(IBC TABLE 1004.1.2)
ROOM NAME AND NUMBER
FIRE
EXTINGUISHER
NUMBER OF OCCUPANTS FROM
ADJACENT STORY
EXIT ACCESS TRAVEL PATH
EXIT ACCESS TRAVEL PATH
FROM ADJACENT STORY
42
FIRE-RESISTANT-RATED
CONSTRUCTION ASSEMBLY AND
REFERENCE NUMBER
FE
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. BEARING 130' -9 3/4"
ELEV.130' -9 3/4"
1
T.O. PARAPET FRAMING
ELEV.134' -0"
4 5 826
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
732
CR1.5
________
T.O. FOOTING
ELEV.89' -0 3/4"
DRAFTSTOP INSTALLED
ACCORDING TO IBC 708.4.2
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
CDEFH
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. BEARING 130' -9 3/4"
ELEV.130' -9 3/4"
T.O. PARAPET FRAMING
ELEV.134' -0"
G B
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
AIJK1
CR1.5
________
T.O. FOOTING
ELEV.89' -0 3/4"
DRAFTSTOP INSTALLED
ACCORDING TO IBC 708.4.2
DRAFTSTOP INSTALLED
ACCORDING TO IBC 708.4.2
DRAFTSTOP INSTALLED
ACCORDING TO IBC 708.4.2
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
2
3
A
M
CR1.5
CODE REVIEW
BUILDING
SECTIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
FIRE-RATED ASSEMBLIESCODE REVIEW PLAN LEGEND
NFPA 13R SPRINKLER SYSTEM
THIS PROJECT SHALL BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED
THROUGHOUT IN ACCORDANCE WITH NFPA 13R.
1/8" = 1'-0"CR1.5
1 CODE REVIEW BUILDING SECTION B
1/8" = 1'-0"CR1.5
2 CODE REVIEW BUILDING SECTION F
no. description date
CDE
5
8
6
7
2
CR1.5
________
LIVING
105B
WATER
105G
KITCHEN
105A
SHOWER
105D
BATHROOM
105C
LIVING
103B
KITCHEN
103A
WATER
103G
BATHROOM
103C
HALL
103I
SHOWER
103D
MECH.
103F
LAUNDRY
105E
MECH.
105F
BEDROOM 1
105H
FIGURE 404.2.3.2(A)
FIGURE 404.2.3.2(G)
FIGURE 611.2
FI
G
U
R
E
3
0
4
.
3
.
2
.
1
(
A
)
FI
G
U
R
E
3
0
4
.
3
.
2
.
1
(
A
)
FIGURE 404.2.3.2(G)
FI
G
U
R
E
3
0
4
.
3
.
2
.
1
(
A
)
FI
G
U
R
E
1
1
0
3
.
1
1
.
2
.
4
(
C
)
FI
G
U
R
E
1
1
0
3
.
1
1
.
2
.
5
.
1
(
A
)
FIGURE 611.2
FI
G
U
R
E
4
0
4
.
2
.
3
.
2
(
G
)
FIGURE 304.3.1.1
FIGURE 404.2.3.2(A)
FI
G
U
R
E
1
1
0
3
.
1
1
.
2
.
5
.
1
(
A
)
EGRESS
EGRESS
FI
G
U
R
E
1
1
0
3
.
1
1
.
2
.
5
.
1
(
A
)
FI
G
U
R
E
1
1
0
3
.
1
1
.
2
.
5
.
1
(
A
)
FI
G
U
R
E
1
1
0
3
.
1
1
.
2
.
4
(
C
)
FIGURE 404.2.3.2(F)
FIGURE 404.2.3.2(F)
FIGURE 404.2.3.2(B)
FI
G
U
R
E
4
0
4
.
2
.
3
.
2
(
F
)
FI
G
U
R
E
4
0
4
.
2
.
3
.
2
(
F
)
C
1
4
2
B
3
A1
CR1.5
________
BEDROOM 2
101J
WATER
101G
BATHROOM
101C
HALL
101I
LIVING
101B
KITCHEN
101A
LAUNDRY
101E
SHOWER
101D
BEDROOM 1
101H
MECH.
101F
FIGURE 304.3.1.1
FIGURE 304.3.1.1
FI
G
U
R
E
4
0
4
.
2
.
3
.
2
(
G
)
FIGURE 611.2
FI
G
U
R
E
3
0
4
.
3
.
2
.
1
(
A
)
FIGURE 404.2.3.2(A)
FIGURE 304.3.1.1
FI
G
U
R
E
4
0
4
.
2
.
3
.
2
(
G
)
FIGURE 304.3.1.1
FI
G
U
R
E
1
1
0
3
.
1
1
.
2
.
5
.
1
(
A
)
FI
G
U
R
E
1
1
0
3
.
1
1
.
2
.
4
(
C
)
FI
G
U
R
E
1
1
0
3
.
1
1
.
2
.
5
.
1
(
A
)
FI
G
U
R
E
4
0
4
.
2
.
3
.
2
(
F
)
FI
G
U
R
E
4
0
4
.
2
.
3
.
2
(
A
)
FIGURE 404.2.3.2(F)
FIGURE 404.2.3.2(B)
EGRESS
EGRESS
FI
G
U
R
E
4
0
4
.
2
.
3
.
2
(
F
)
EG
R
E
S
S
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
2
4
A
M
CR1.6
CODE REVIEW
TYPE A UNIT
FLOOR PLANS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/4" = 1'-0"CR1.6
1 CODE REVIEW 1ST FLOOR UNIT PLANS
1/4" = 1'-0"CR1.6
2 CODE REVIEW 1ST FLOOR UNIT 2 TYPE A
ACCESSIBILITY - ICC A117.1-2017
SECTION 403.5.1 CLEAR WIDTH GENERAL. THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE
36 INCHES MINIMUM. THE CLEAR WIDTH OF AN EXTERIOR ACCESSIBLE ROUTE SHALL BE 48 INCHES
MINIMUM.
SECTION 404.2.2 DOORS CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32
INCHES MINIMUM. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE
MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES.
ICC A117.1TYPE A UNITS (CONTINUED)
1103.11.2 GENERAL
AT LEAST ONE TOILET AND BATHING FACILITY SHALL COMPLY WITH SECTION 1103.11.2. AT LEAST
ONE LAVATORY, ONE WATER CLOSET AND EITHER A BATHTUB OR SHOWER WITHIN THE UNIT
SHALL COMPLY WITH SECTION 1103.11.2. THE ACCESSIBLE TOILET AND BATHING FIXTURES SHALL
BE IN A SINGLE TOILET/BATHING AREA, SUCH THAT TRAVEL BETWEEN FIXTURES DOES NOT
REQUIRE TRAVEL THROUGH OTHER PARTS OF THE UNIT.
1103.11.2.1 DOORS
DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE FOR ANY FIXTURE.
1103.11.2.2 LAVATORY
LAVATORIES SHALL COMPLY WITH SECTION 606.
1103.11.2.3 MIRRORS
MIRRORS ABOVE LAVATORIES REQUIRED TO COMPLY WITH SECTION 1103.11.2.2 SHALL HAVE THE
BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FLOOR.
1103.11.2.4 WATER CLOSET
WATER CLOSETS SHALL COMPLY WITH SECTION 1103.11.2.4.
1103.11.2.4.4 CLEARANCE OVERLAP
THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE
WATER CLOSET, ASSOCIATED GRAB BARS, PAPER DISPENSERS, COAT HOOKS, SHELVES,
ACCESSIBLE ROUTES, CLEAR FLOOR SPACE REQUIRED AT OTHER FIXTURES, AND THE
WHEELCHAIR TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED
WITHIN THE REQUIRED WATER CLOSET CLEARANCE.
1103.11.2.5 BATHING FIXTURES
THE ACCESSIBLE BATHING FIXTURE SHALL BE A BATHTUB COMPLYING WITH SECTION
1103.11.2.5.1 OR A SHOWER COMPARTMENT COMPLYING WITH SECTION 1103.11.2.5.2.
1103.12 KITCHENS AND KITCHENETTES
KITCHENS AND KITCHENETTES SHALL COMPLY WITH SECTION 1103.12.
1103.12.1 CLEARANCE
CLEARANCE COMPLYING WITH SECTION 1103.12.1 SHALL BE PROVIDED.
1103.12.1.1 MINIMUM CLEARANCE
CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS
WITHIN KITCHEN WORK AREAS SHALL BE 40 INCHES (1015MM) MINIMUM.
1103.12.1.2 U-SHAPED KITCHENS
IN KITCHENS WITH COUNTERS, APPLIANCES, OR CABINETS ON THREE CONTIGUOUS SIDES,
CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTERTOPS, APPLIANCES, OR WALLS
WITHIN KITCHEN WORK AREAS SHALL BE 60 INCHES (1525 MM) MINIMUM.
1103.12.3 WORK SURFACE
AT LEAST ONE SECTION OF COUNTER SHALL PROVIDE A WORK SURFACE 30 INCHES (760 MM)
MINIMUM IN LENGTH COMPLYING WITH SECTION 1103.12.3.
ICC A117.1TYPE B UNITS (CONTINUED)
1104.5.1 PRIMARY ENTRANCE DOOR
THE PRIMARY ENTRANCE DOOR TO THE UNIT SHALL COMPLY WITH SECTION 404.
1104.5.2 USER PASSAGE DOORWAYS
DOORWAYS INTENDED FOR USER PASSAGE SHALL COMPLY WITH SECTION 1104.5.2.
1104.5.2.1 CLEAR WIDTH
DOORWAYS SHALL HAVE A CLEAR OPENING OF 313/4 INCHES (805 MM) MINIMUM. CLEAR OPENING
OF SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH
THE DOOR OPEN 90 DEGREES.
1104.10 LAUNDRY EQUIPMENT
WASHING MACHINES AND CLOTHES DRYERS SHALL COMPLY WITH SECTION 1104.10.
1104.10.1 CLEAR FLOOR SPACE
A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305.3, SHALL BE PROVIDED. A PARALLEL
APPROACH SHALL BE PROVIDED FOR A TOP LOADING MACHINE. A FORWARD OR PARALLEL
APPROACH SHALL BE PROVIDED FOR A FRONT LOADING MACHINE.
1104.11 TOILET AND BATHING FACILITIES
TOILET AND BATHING FIXTURES SHALL COMPLY WITH SECTION 1104.11.
EXCEPTION:FIXTURES ON LEVELS NOT REQUIRED TO BE ACCESSIBLE.
1104.11.1 GRAB BAR AND SHOWER SEAT REINFORCEMENT
REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND
SHOWER SEATS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS. WHERE WALLS
ARE LOCATED TO PERMIT THE INSTALLATION OF GRAB BARS AND SEATS COMPLYING
WITH SECTION 604.5 AT WATER CLOSETS; GRAB BARS COMPLYING WITH SECTION 607.4 AT
BATHTUBS; AND FOR GRAB BARS AND SHOWER SEATS COMPLYING WITH
SECTIONS, 608.3, 608.2.1.3, 608.2.2.3 AND 608.2.3.2 AT SHOWER COMPARTMENTS; REINFORCEMENT
SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SEATS COMPLYING
WITH THOSE REQUIREMENTS.
1104.11.2 CLEAR FLOOR SPACE
CLEAR FLOOR SPACES REQUIRED BY SECTION 1104.11.3.1 (OPTION A) OR 1104.11.3.2 (OPTION B)
SHALL COMPLY WITH SECTIONS 1104.11.2 AND 1104.1.1.
1104.11.2.1 DOORS
DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE FOR ANY FIXTURE.
1104.11.3 TOILET AND BATHING AREAS
EITHER ALL TOILET AND BATHING AREAS PROVIDED SHALL COMPLY WITH SECTION
1104.11.3.1 (OPTION A), OR ONE TOILET AND BATHING AREA SHALL COMPLY WITH SECTION
1104.11.3.2 (OPTION B).
1104.12 KITCHENS AND KITCHENETTES
KITCHENS AND KITCHENETTES SHALL COMPLY WITH SECTION 1104.12.
1104.12.1 CLEARANCE
CLEARANCE COMPLYING WITH SECTION 1104.12.1 SHALL BE PROVIDED.
ICC A117.1
1104.12.1.1 MINIMUM CLEARANCE
CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS
WITHIN KITCHEN WORK AREAS SHALL BE 40 INCHES (1015MM) MINIMUM.
1104.12.1.2 U-SHAPED KITCHENS
IN KITCHENS WITH COUNTERS, APPLIANCES, OR CABINETS ON THREE CONTIGUOUS SIDES,
CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTERTOPS, APPLIANCES, OR WALLS
WITHIN KITCHEN WORK AREAS SHALL BE 60 INCHES (1525 MM) MINIMUM.
1104.12.2 CLEAR FLOOR SPACE
CLEAR FLOOR SPACE AT APPLIANCES SHALL COMPLY WITH SECTIONS 1104.12.2 AND 305.3.
1104.12.2.1 SINK
A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL APPROACH TO THE SINK, SHALL BE
PROVIDED. THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE SINK BOWL.
EXCEPTION:A SINK WITH A FORWARD APPROACH COMPLYING WITH SECTION 1003.12.4.1.
1104.12.2.2 DISHWASHER
A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL OR FORWARD APPROACH TO THE
DISHWASHER, SHALL BE PROVIDED. THE DISHWASHER DOOR IN THE OPEN POSITION SHALL NOT
OBSTRUCT THE CLEAR FLOOR SPACE FOR THE DISHWASHER.
1104.12.2.3 COOKTOP
COOKTOPS SHALL COMPLY WITH SECTION 1104.12.2.3.
1104.12.2.3.1 APPROACH
A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL OR FORWARD APPROACH TO THE
COOKTOP, SHALL BE PROVIDED.
1104.12.2.3.2 FORWARD APPROACH
WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A FORWARD APPROACH, KNEE AND TOE
CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. THE UNDERSIDE OF THE
COOKTOP SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PREVENT BURNS, ABRASIONS,
OR ELECTRICAL SHOCK.
1104.12.2.3.3 PARALLEL APPROACH
WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A PARALLEL APPROACH, THE CLEAR FLOOR
SPACE SHALL BE CENTERED ON THE APPLIANCE.
1104.12.2.4 OVEN
A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL OR FORWARD APPROACH ADJACENT TO
THE OVEN SHALL BE PROVIDED. THE OVEN DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT
THE CLEAR FLOOR SPACE FOR THE OVEN.
1104.12.2.5 REFRIGERATOR/FREEZER
A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL APPROACH TO THE
REFRIGERATOR/FREEZER, SHALL BE PROVIDED. THE CENTERLINE OF THE CLEAR FLOOR SPACE
SHALL BE OFFSET 24 INCHES (610 MM) MAXIMUM FROM THE CENTERLINE OF THE APPLIANCE.
1103.12.3.1 CLEAR FLOOR SPACE
A CLEAR FLOOR SPACE, POSITIONED FOR A FORWARD APPROACH TO THE WORK SURFACE, SHALL
BE PROVIDED. KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED.
THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE WORK SURFACE.
EXCEPTION:CABINETRY SHALL BE PERMITTED UNDER THE WORK SURFACE, PROVIDED THE
FOLLOWING CRITERIA ARE MET:
THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE WORK
SURFACE,
1. THE FLOOR FINISH EXTENDS UNDER THE CABINETRY, AND
2. THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED.
1103.12.3.2 HEIGHT
THE WORK SURFACE SHALL BE 34 INCHES (865 MM) MAXIMUM ABOVE THE FLOOR.
1103.12.4 SINK
THE SINK SHALL COMPLY WITH SECTION 1103.12.4.
1103.12.4.1 CLEAR FLOOR SPACE
A CLEAR FLOOR SPACE, POSITIONED FOR A FORWARD APPROACH TO THE SINK, SHALL BE
PROVIDED. KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED.
EXCEPTIONS:
THE REQUIREMENT FOR KNEE AND TOE CLEARANCE SHALL NOT APPLY TO MORE THAN ONE BOWL
OF A MULTI-BOWL SINK.
1. CABINETRY SHALL BE PERMITTED TO BE ADDED UNDER THE SINK, PROVIDED THE
FOLLOWING CRITERIA ARE MET:
2.1THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE
SINK,
2.2THE FLOOR FINISH EXTENDS UNDER THE CABINETRY, AND
2.3THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED.
1103.12.4.2 HEIGHT
THE FRONT OF THE SINK SHALL BE 34 INCHES (865 MM) MAXIMUM ABOVE THE FLOOR, MEASURED
TO THE HIGHER OF THE RIM OR COUNTER SURFACE.
ACCESSIBILITY TYPE A UNITS
SECTION 1103 TYPE A UNITS
1103.3 ACCESSIBLE ROUTE
ACCESSIBLE ROUTES WITHIN TYPE A UNITS SHALL COMPLY WITH SECTION 1103.3.
1103.3.1 LOCATION
AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ALL SPACES AND ELEMENTS THAT ARE A
PART OF THE UNIT. ACCESSIBLE ROUTES SHALL COINCIDE WITH OR BE LOCATED IN THE SAME
AREA AS A GENERAL CIRCULATION PATH.
1103.3.2 TURNING SPACE
ALL ROOMS SERVED BY AN ACCESSIBLE ROUTE SHALL PROVIDE A TURNING SPACE COMPLYING
WITH SECTION 304.
EXCEPTIONS:
A TURNING SPACE IS NOT REQUIRED IN TOILET ROOMS AND BATHROOMS THAT ARE NOT
REQUIRED TO COMPLY WITH SECTION 1103.11.2.
1. A TURNING SPACE IS NOT REQUIRED WITHIN CLOSETS OR PANTRIES THAT ARE 48
INCHES (1220 MM) MAXIMUM IN DEPTH.
1103.5 DOORS AND DOORWAYS
THE PRIMARY ENTRANCE DOOR TO THE UNIT, AND ALL OTHER DOORWAYS INTENDED FOR USER
PASSAGE, SHALL COMPLY WITH SECTION 404.
EXCEPTIONS:
1. THRESHOLDS AT EXTERIOR SLIDING DOORS SHALL BE PERMITTED TO BE 3/4 INCH (19 MM)
MAXIMUM IN HEIGHT, PROVIDED THEY ARE BEVELED WITH A SLOPE NOT GREATER THAN
1:2.
SECTION 1103.11 TOILET AND BATHING FACILITIES. AT LEAST ONE TOILET AND BATHING FACILITY
SHALL COMPLY WITH SECTION 1103.11.2. ALL TOILET AND BATHING FACILITIES SHALL COMPLY
WITH SECTION 1103.11.1.
1103.11.1 GRAB BAR AND SHOWER SEAT REINFORCEMENT
REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS
COMPLYING WITH SECTION 604.5 AT WATER CLOSETS; GRAB BARS COMPLYING WITH SECTION
607.4 AT BATHTUBS; AND FOR GRAB BARS AND SHOWER SEATS COMPLYING WITH
SECTIONS 608.3, 608.2.1.3, 608.2.2.3 AND 608.2.3.2 AT SHOWER COMPARTMENTS.
ICC A117.1
TYPE A UNITS (CONTINUED)ICC A117.1
ACCESSIBILITY TYPE B UNITS
1104 TYPE B UNITS
1104.3 ACCESSIBLE ROUTE
ACCESSIBLE ROUTES WITHIN TYPE B UNITS SHALL COMPLY WITH SECTION 1104.3.
1104.3.1 LOCATION
AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ALL SPACES AND ELEMENTS THAT ARE A
PART OF THE UNIT. ACCESSIBLE ROUTES SHALL COINCIDE WITH OR BE LOCATED IN THE SAME
AREA AS A GENERAL CIRCULATION PATH.
1104.5 DOORS AND DOORWAYS
DOORS AND DOORWAYS SHALL COMPLY WITH SECTION 1104.5.
ICC A117.1
TYPE B UNITS (CONTINUED)ICC A117.1
no. description date
MIN
11"
MI
N
9"
MI
N
27
"
MIN
8"
MI
N
30
"
MAX
25"
FIGURE 306.3(A)
KNEE CLEARANCE -ELEVATION
FIGURE 306.3(B)
KNEE CLEARANCE -PLAN
MI
N
15
"
MA
X
48
"
FIGURE 308.2.1
UNOBSTRUCTED FORWARD REACH
MA
X
48
"
MAX
10"
FIGURE 308.3.2(A)
OBSTRUCTED HIGH SIDE REACH
FIGURE 308.3.2(B)
OBSTRUCTED HIGH SIDE REACH
MA
X
34
"
MAX
> 10"-24"
MA
X
46
"
MAX
20"
48
"
M
A
X
MAX
>20" - 25"
44
"
M
A
X
(A)(B)
FIGURE 308.2.2
OBSTRUCTED HIGH FORWARD REACH
MI
N
15
"
MAX
10"
MA
X
48
"
FIGURE 308.3.1
UNOBSTRUCTED SIDE REACH
15"-16"
FIGURE 610.2(A)
BATHTUB SEATS
REMOVABLE IN-TUB SEATS
FIGURE 610.2(B)
BATHTUB SEATS
SEAT PROVIDED AT HEAD END OF TUB
17
"
-
1
9
"
15" MIN
17
"
-
1
9
"
BACK WALL
CO
N
T
R
O
L
EN
D
W
A
L
L
HE
A
D
E
N
D
WA
L
L
BACK WALL
CO
N
T
R
O
L
EN
D
W
A
L
L
HE
A
D
E
N
D
WA
L
L
52" MIN
30
"
M
I
N
FIGURE 305.3.1
SIZE OF CLEAR FLOOR SPACE -NEW BUILDING
67" MIN10
"
M
A
X
FIGURE 304.3.1.1
CIRCULAR TURNING SPACE -NEW BUILDINGS
SIZE AND OVERLAP
FIGURE 304.3.2.1
T-SHAPED TURNING SPACE -NEW BUILDINGS
MIN
16"36" MIN
MIN
16"
68" MIN
36
"
M
I
N
24
"
M
I
N
60
"
M
I
N
8"
8"
MIN
11"42" MIN
MIN
11"
64" MIN
38
"
M
I
N
22
"
M
I
N
60
"
M
I
N
FIGURE 404.2.3.2(F)
MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS
HINGE APPROACH -PUSH SIDE
* 48" MIN IF BOTH CLOSER AND LATCH PROVIDED42
"
M
I
N
*
22" MIN
FIGURE 404.2.3.2(H)
MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS
LATCH APPROACH -PUSH SIDE
* 48" MIN IF BOTH CLOSER AND LATCH PROVIDED42
"
M
I
N
*
24" MIN
FIGURE 404.2.3.2(A)
MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS
FRONT APPROACH -PULL SIDE
60
"
M
I
N
18" MIN
FIGURE 404.2.3.2(B)
MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS
FRONT APPROACH -PUSH SIDE
* IF BOTH CLOSER AND LATCH PROVIDED52
"
M
I
N
12" MIN*
FIGURE 404.2.3.2(G)
MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS
LATCH APPROACH -PULL SIDE
* 54" MIN IF BOTH CLOSER AND LATCH PROVIDED48
"
M
I
N
*
24" MIN
24"OFFSET 24 INCHES
MAXIMUM FROM CENTER
OF DOOR OPENING
℄
FIGURE 611.2(B)
CLEAR FLOOR SPACE -FRONT LOADING
℄
NOTE:
CABINETRY SHALL BE PERMITTED UNDER THE LAVATORY,
PROVIDED THE FOLLOWING CRITERIA ARE MET:
1. THE CABINETRY CAN BE REMOVED WITHOUT
REMOVAL OR REPLACEMENT OF THE LAVATORY;
2. THE FLOOR FINISH EXTENDS UNDER THE
CABINETRY; AND
3. THE WALLS BEHIND AND SURROUNDING THE
CABINETRY ARE FINISHED.
FIGURE 1103.11.2.4(C)
WATER CLOSETS IN TYPE A UNITS -CLEARANCE WITH
LAVATORY (OVERLAP EXCEPTIONS)
℄
18" MIN
66
"
M
I
N
60" MIN
FIGURE 1103.11.2.5.1(A)
CLEARANCE FOR BATHTUBS IN TYPE A UNITS WITH
REMOVABLE SEATS
BACK WALL
CO
N
T
R
O
L
EN
D
W
A
L
L
HE
A
D
E
N
D
WA
L
L
LENGTH OF BATHTUB AND SEAT12"
30
"
M
I
N
FIGURE 1103.11.2.5.1(A)
CLEARANCE FOR BATHTUBS IN TYPE A UNITS WITH
REMOVABLE SEATS
BACK WALL
CO
N
T
R
O
L
EN
D
W
A
L
L
HE
A
D
E
N
D
WA
L
L
LENGTH OF BATH TUB
30
"
M
I
N
FIGURE 1103.11.2.5.2
STANDARD ROLL-IN TYPE SHOWER COMPARTMENT
IN TYPE A UNITS
BACK WALL
CO
N
T
R
O
L
EN
D
W
A
L
L
HE
A
D
E
N
D
WA
L
L
60" MIN
30
"
M
I
N
NOTE:
LAVATORY PERMITTED PER
SECTION 608.2.2
FIGURE 607.4.1
GRAB BARS FOR BATHTUBS WITH SEAT AT HEAD END OF TUB
BACK WALL
CO
N
T
R
O
L
EN
D
W
A
L
L
HE
A
D
E
N
D
WA
L
L
15" MAX12" MAX
4"
M
A
X
24
"
M
I
N
18
"
M
I
N
3"
-
6
"
SE
C
T
I
O
N
6
0
9
.
4
.
1
33
"
-
3
6
"
8"
-
1
0
"
FIGURE 607.4.2
GRAB BARS FOR BATHTUBS WITH REMOVABLE SEATS
BACK WALL
CO
N
T
R
O
L
EN
D
W
A
L
L
HE
A
D
E
N
D
WA
L
L
24" MIN 24" MAX12" MAX
4"
M
A
X
24
"
M
I
N
18
"
M
I
N
3"
-
6
"
SE
C
T
I
O
N
6
0
9
.
4
.
1
33
"
-
3
6
"
8"
-
1
0
"
MI
N
12
"
FIGURE 1103.12.1.2
U-SHAPED KITCHEN CLEARANCE IN TYPE A UNITS
EXCEPTION
60" MIN
DW
REF
WORK
SURFACE
FIGURE 608.2.3.1
ALTERNATE ROLL-IN-TYPE SHOWER COMPARTMENT SIZE
SEAT WALL
SI
D
E
W
A
L
L
SI
D
E
W
A
L
L
60" MIN
24"-36"
BACK WALL
℄
℄
℄
36
"
M
I
N
FIGURE 608.3.3(A)
GRAB BARS IN ALTERNATE ROLL-
IN-TYPE SHOWER -ELEVATION
SEAT WALL
SI
D
E
W
A
L
L
SI
D
E
W
A
L
L
BACK WALL
6"
M
A
X
OF
S
E
A
T
ED
G
E
6" MAX 6" MAX
SE
C
T
I
O
N
6
0
9
.
4
.
1
33
"
-
3
6
"
6"48"6"
FIGURE 608.3.3(B)
GRAB BARS IN ALTERNATE ROLL-
IN-TYPE SHOWER -PLAN
BACK WALL
FIGURE 608.4.3
ALTERNATE ROLL-IN-TYPE SHOWER CONTROLS AND
HAND SHOWER LOCATION -ELEVATIONS
38
"
M
I
N
16" MIN
SIDE WALL
38
"
M
I
N
15"
BACK WALL
48
"
M
A
X
27" MAX ℄SHOWER SEAT
48
"
M
A
X
FIGURE 608.4.3(A)
END WALL -ELEVATION
FIGURE 608.4.3(B)
CONTROL WALL -ELEVATION
FIGURE 404.2.3.3(D)
MANEUVERING CLEARANCE AT SLIDING AND
FOLDING DOORS -STOP OR LATCH APPROACH
42
"
M
I
N
32" MIN 24" MIN
FIGURE 404.2.3.3(C)
MANEUVERING CLEARANCE AT SLIDING AND
FOLDING DOORS -POCKET OR HINGE APPROACH
42
"
M
I
N
32" MIN22" MIN
48" MIN
30
"
M
I
N
FIGURE 1104.1.1
CLEAR FLOOR SPACE FOR TYPE B UNITS
FIGURE 1104.9
REACH OVER A KITCHEN OR BATHROOM CABINET
(TYPE B UNIT)
36
"
M
A
X
> 10"-25 1/2"
46
"
M
A
X
CLEAR FLOOR SPACE
FIGURE 1104.11.3.1.1
LAVATORY IN TYPE B UNITS -OPTION A BATHROOMS
24" MIN ℄
FIGURE 1104.11.3.1.2(B)
CLEARANCE AT WATER CLOSETS IN TYPE B UNITS
CLEARANCE WIDTH AND DEPTH
℄
16"-18"
48" MIN
56
"
M
I
N
NOTE:
A VANITY OR OTHER OBSTRUCTION 24 INCHES MAXIMUM
IN DEPTH, MEASURED PERPENDICULAR FROM THE REAR
WALL, SHALL BE PERMITTED TO OVERLAP THE REQUIRED
CLEARANCE, PROVIDED THE WIDTH OF THE REMAINING
CLEARANCE AT THE WATER CLOSET IS 33 INCHES
MINIMUM.
FIGURE 1104.11.3.1.2(D)
CLEARANCE AT WATER CLOSETS IN TYPE B UNITS
CLEARANCE WITH LAVATORY OVERLAP
℄
24
"
M
A
X
33" MIN
16"-18"
FIGURE 1104.11.3.1.3.2
FORWARD APPROACH BATHTUB IN TYPE B UNITS
OPTION A BATHROOM
BACK WALL
CO
N
T
R
O
L
EN
D
W
A
L
L
HE
A
D
E
N
D
WA
L
L
60" MIN
48
"
M
I
N
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
2
6
A
M
CR1.7
ICC A117.1-2017
FIGURES
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/4" = 1'-0"CR1.7
4 FIGURE 306.3
1/4" = 1'-0"CR1.7
5 FIGURE 308.2.1
1/4" = 1'-0"CR1.7
8 FIGURE 308.3.2
1/4" = 1'-0"CR1.7
6 FIGURE 308.2.2
1/4" = 1'-0"CR1.7
7 FIGURE 308.3.1
1/4" = 1'-0"CR1.7
20 FIGURE 610.2
1/4" = 1'-0"CR1.7
3 FIGURE 305.3.1
1/4" = 1'-0"CR1.7
1 FIGURE 304.3.1.1
1/4" = 1'-0"CR1.7
2 FIGURE 304.3.2.1
1/4" = 1'-0"CR1.7
11 FIGURE 404.2.3.2(F)
1/4" = 1'-0"CR1.7
13 FIGURE 404.2.3.2(H)
1/4" = 1'-0"CR1.7
9 FIGURE 404.2.3.2(A)
1/4" = 1'-0"CR1.7
10 FIGURE 404.2.3.2(B)
1/4" = 1'-0"CR1.7
12 FIGURE 404.2.3.2(G)
1/4" = 1'-0"CR1.7
21 FIGURE 611.2
1/4" = 1'-0"CR1.7
22 FIGURE 1103.11.2.4(C)
1/4" = 1'-0"CR1.7
23 FIGURE 1103.11.2.5.1
1/4" = 1'-0"CR1.7
24 FIGURE 1103.11.2.5.2
1/4" = 1'-0"CR1.7
15 FIGURE 607.4.1
1/4" = 1'-0"CR1.7
16 FIGURE 607.4.2
1/4" = 1'-0"CR1.7
25 FIGURE 1103.12.1.2
1/4" = 1'-0"CR1.7
17 FIGURE 608.2.3.1
1/4" = 1'-0"CR1.7
18 FIGURE 608.3.3
1/4" = 1'-0"CR1.7
19 FIGURE 608.4.3
1/4" = 1'-0"CR1.7
14 FIGURE 404.2.3.3
1/4" = 1'-0"CR1.7
26 FIGURE 1104.1.1
1/4" = 1'-0"CR1.7
27 FIGURE 1104.9
1/4" = 1'-0"CR1.7
28 FIGURE 1104.11.3.1.1
1/4" = 1'-0"CR1.7
29 FIGURE 1104.11.3.1.2(B)
1/4" = 1'-0"CR1.7
30 FIGURE 1104.11.3.1.2(D)
1/4" = 1'-0"CR1.7
31 FIGURE 1104.11.3.1.3.2
no. description date
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
2
7
A
M
CR1.8
COMCHECK
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
no. description date
R RRRRRRR
R
R
R
R
R RRR
R
R
R RRR
R
R
R
R RRR
R
R
R
R RRR
R
R
R RRR
R
R
R
R
R RRR R
R R RRR
R
R
R
R RRR R
R
R
R RRR
R
R R RR
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
D DD D
D
D D
D
D
D
D DD
D
D
D
D DD
D
D
D DDD
D
D
D DDD D
D
D
D DD D
D
D
D D
D
D
D
D DD
D
D
D
D D
D
D D DDD
D
D
D
D
D
D
D
D DD
D
D
D D
D
D
D
D DD
D
D
D
D D
D
D
D
D DD
D
D
D
D DDDD
D
D
D DD
D
D
D
D D
D
D
D
D DD
D
D
D
D D
D
D
D DD
D
D
D
D
D
D
D
D
D DDD
R RRR
1
A5.2
________
1
A5.2
________
C
C
D
D
E
E
F
F
H
H
1 1
4 4
5 5
8 8
2 2
G
G
6 6
B
B
7 7
3 3
A
A
I
I
J
J
K
K
1
A6.1
________
1
A5.1
________2
A5.1
________
2
A5.2
________
2
A5.2
________
2
A5.4
________2
A5.4
________
2
A5.3
________
1
A5.3
________1
A5.3
________
1
A5.4
________
1
A2.2
________
312113
WHERE RADON MITIGATION
CROSSES FOOTINGS A 6" PVC
SLEEVE IS REQUIRED TO ALLOW FOR
RADON TO PASS THROUGH
FOOTINGS
WHERE RADON MITIGATION
CROSSES FOOTINGS A 6" PVC
SLEEVE IS REQUIRED TO ALLOW FOR
RADON TO PASS THROUGH
FOOTINGS
RADON MITIGATION VENT
312113
312113
312113
334600
334600
334600
334600
RADON MITIGATION
PERIMETER FOUNDATION
DRAIN SYSTEM
FOOTING
RADON MITIGATION SYSTEM
COMPACT FILL -SEE
STRUCTURAL DRAWINGS
CLASS 1 VAPOR
RETARDER -TAPE SEAMS
SPREAD FOOTING -SEE
STRUCTURAL DRAWINGS
WALL -SEE A1 SERIES FOR WALL
TYPES
SLAB ON GRADE -SEE
STRUCTURAL DRAWINGS
6" SLEEVE TO ALLOW FOR RADON
MITIGATION PIPE WHERE PIPE
CROSSES FOOTING
NOTE: SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND SLAB DETAILS.
STRUCTURAL FOOTING
AND FOUNDATION
WALL -SEE
STRUCTURAL
DRAWINGS
PROTECTION BOARDWALL -SEE A1 SERIES
FOR WALL TYPES
RADON MITIGATION SYSTEM
CLASS 1 VAPOR RETARDER -
TAPE SEAMS
COMPACT BASE -SEE
STRUCTURAL DRAWINGS
SLAB ON GRADE -SEE
STRUCTURAL DRAWINGS
NOTE: SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND SLAB DETAILS.
RIGID INSULATION MIN. 2'
PERIMETER FOUNDATION
DRAIN SYSTEM
WATER PROOFING
WELL DRAINING GRAVEL
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
2
9
A
M
A1.1
ARCHITECTURAL
RADON &
DRAINING PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK,
ETC.
2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL,
STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR
CLARIFICATION.
3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.
4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.
5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT
STONE.
6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE.
8. SEE A1 SERIES FOR WALL TYPES
9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.
10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
GENERAL NOTES
KEYED NOTES
312113 RADON MITIGATION SYSTEM
334600 SUBDRAINAGE - FOUNDATION PERIMETER DRAIN
1/8" = 1'-0"A1.1
1 T.O. FOOTING
PLAN KEY
1" = 1'-0"A1.1
2 RADON VENT @ SPREAD FOOTING
1" = 1'-0"A1.1
3 RADON VENT DETAIL
RADON MITIGATION
GENERAL:
ALL BUILDINGS USED FOR THE HOUSING OF PERSONS SHALL BE PROVIDED WITH BASIC RADON
MITIGATORS. THESE MITIGATORS ARE BASIC IN NATURE AND MAY REQUIRE SUPPLEMENTAL
EQUIPMENT SHOULD HIGH LEVELS OF RADON BE FOUND IN THE STRUCTURE.
SLAB ON GRADE MITIGATORS:
IN RESIDENTIAL STRUCTURES BUILT WITH SLAB ON GRADE FOUNDATIONS. THE FOLLOWING
MEASURES ARE REQUIRED:
1.ALL PENETRATIONS TO BE SEALED. ALL SEWER, WATER, POWER OR OTHERS BELOW GRADE
PENETRATIONS OF THE SLAB SHALL BE THOROUGHLY CAULKED. ADDITIONALLY, ALL
PENETRATIONS BETWEEN THE SLAB AND LIVING SPACE SHALL BE CAULKED. ALL PENETRATIONS IN
WALLS ARE TO BE THOROUGHLY CAULKED. IN ADDITION ALL CRACKS IN FLOOR SLABS, JOINTS
WHERE THE FLOOR MEETS FOUNDATION WALLS AND PENETRATION THROUGH THE FLOOR SLAB
ARE TO BE SIMILARLY SEALED
2. UNDER SLAB VENTILATION. A RADON COLLECTION SYSTEM CONSISTING OF FOUR (4) INCH
PERFORATED PIPE SHALL BE PLACED AROUND THE INSIDE OF THE EXTERIOR FOUNDATION. THE
PIPE SHALL BE PLACED WITH HOLES DOWN AND BEDDED IN FOUR (4) INCHES OF WASHED GRAVEL
OF PEA SIZE OR LARGER WITHOUT FINES. THE PIPING SHALL BE CONNECTED TO A SOLID VERTICAL
PIPE THAT WILL PASS THROUGH THE ROOF. THE PIPE SHALL BE PLACED SO THAT THE PART OF
THE PIPE IMMEDIATELY BENEATH THE ROOF AND OUTSIDE OF THE LIVING AREA IS ACCESSIBLE IN
SUFFICIENT QUANTITY THAT A FAN MAY BE INSTALLED. THE FAN SHOULD BE RATED AT 50 TO 150
CFM AT NO STATIC PRESSURE. A SOURCE OF POWER SHALL BE PLACED IN THE IMMEDIATE
VICINITY OF THE PIPE. A RAIN CAP SHALL BE PROVIDED AT THE UPPER TERMINATION OF THE PIPE
TO PREVENT THE ENTRY OF WATER INTO THE SYSTEM. A BARRIER OF POLYETHYLENE SHEETING
SHALL BE PLACED OVER THE SYSTEM AND GRAVEL. ALL LAPS OF SHEATHING SHALL BE AT LEAST
ONE FOOT. THE SHEATHING SHALL BE SEALED AROUND PENETRATIONS AND TO THE FOUNDATION
WALLS. A COVER OF FOUR (4) INCHES OF SAND OR CRUSHED GRAVEL SHALL THEN BE PLACED
OVER THE SHEETING TO RECEIVE THE SLAB.
3. ALTERNATIVE DESIGN FOR UNDER SLAB VENTILATION. THE SYSTEM REQUIRED ABOVE MAY BE
REDUCED TO THE PLASTIC SHEETING AND SAND WHEN A VENTILATION SYSTEM DESIGNED TO
PROVIDE POSITIVE PRESSURE IN THE LIVING AREA IS PROVIDED AND APPROVED BY THE BUILDING
OFFICIAL.
no. description date
UP
UP
1
A5.2
________
1
A5.2
________
C
C
D
D
E
E
F
F
H
H
1 1
________1
A3.2
________2
A3.1
________1
A3.1
4
4
5 5
8 8
2 2
G
G
6 6
B
B
7 7
3 3
A
A
I
I
J
J
K
K
________2
A3.2
1
A6.1
________
1
A5.1
________2
A5.1
________
2
A5.2
________
2
A5.2
________
2
A5.4
________
2
A5.3
________2
A5.3
________
1
A5.3
________1
A5.3
________
1
A5.4
________1
A5.4
________
UNIT 2
002
UNIT STUDIO
003
UNIT 1
005
UNIT 2
001
UNIT 1
004
UNIT 1
007
UNIT 1
006
UNIT 1
009
UNIT 1
008
UNIT 1
010
UNIT STUDIO
012
UNIT 2
013
UNIT 2
014
UNIT 1
011
________1
A1.6
________4
A9.1
________1
A9.1
001
002
003
004005
001A
001B
001I 001C
001D001E
001F
001G
001H
001J
1
A2.2
________
002A
002B
002I 002C
002E
002F
002G
002H
002J
003A
003B
003I
003C
003F
003G
003H
004A
004B
004C
004D
004E
004F
004G
004H
006A
006B
006C
006D
006E
006F
006G
006H
008A
008B
008C
008D
008E
008F
008G
008H
012A
012B
012C
012D
012F
012G
012H
014A
014B
014C
014D 014E
014F
014G
014H
014I
014J
007A
007B
007C
007D
007E
007F
007G
007H
009A
009B
009C
009E
009F
009G
009H
011A
011B
011C
011D
011E
011F
011G
011H
013A
013B
013C
013D 013E
013F
013G
013H
013I
013J
E1
E1
E1
E2E2
E1
136'-9"
2 1/2"14'-0"12'-0"14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"12'-0"14'-0"
14'-2 1/2"2 1/2"11'-9 1/2"3 1/2"13'-5"3 1/2"25'-0"2'-5"1'-2"27'-5"3 1/2"25'-6"2 1/2"14'-0"6 1/2"
E1 E2
E1
E2
E1 E1
E1 E1 E1
E1
E1
E1
E1E2
E1
E2
E1
E1
E1E1E1
E1E1
E2E2
E1
E1
E1
E1
W2
W1
W1
W5
9"
W2
W2
W1 W2 W1
W2
W3 W3
005B
005A
005C
005G
005H
005F
005E
J
H
C
AI
C
G G
F
C
H
G
BB
G
C
HH
C
G
BB
G
C
H
F
003A
G
J
C
H
F
A
005
J
G
C
H
F
I
G
C
B
C
H
G
F
B
C
G
H
B
G
C
H
B
G
C
H
F
002 A
J
G
C
H
F
004
010B
010G
010A
010D
010C
010H
010F
010E
F
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
W6
W3
W6
W2
W2
W4
W1
W2
W2
W2
W2
W4
W2
W1
W4
W3 W3
W2
W2
W2
W4
W2
W1
W2
W4W4
W3W1
W1
W2
W4
W4
W1
W2
W1
W3 W3
W1
W2
W1
W1
W1
W2
W5
W5
W2
W1
W1
W2
W1
W2
W1
W6
W2
W2
W3
W1
W2
W2
W2
W2
W4
W4
W2
W2
W2
W1
W3
W4
W1
W2
W2
W2
W4
W4W2
W2
W2
W2
W1
W4
W3
W4
W3 W1
W2
W1
W4W4W5
W1
W2
W1
W1
W1
W1W3
E2
096519
096466.02
096466.02
096519
096519
096466.02096466.02
096519096519
096466.02096466.02
096519
033000.60
096519
096466.02
096466.02
033000.60
033000.60
096466.02
096466.02
096519
096466.02
096519096519
096519
096466.02096466.02096466.02
096519
096519096519
096466.02
096466.02
107446.01
107446.02
107446.01
107446.02
107446.01107446.01107446.01
107446.01
107446.01
107446.02 107446.01
107446.01
107446.01
107446.01
107446.01
107446.02
107446.02 107446.01107446.01107446.01
107446.01
107446.01
107446.01
107446.01
107446.01
107446.01
107446.02 107446.01
W1
W1
W2
W2
W2
W1
W1
W3
W2
W1
W1
W2
W1
W2
W2
W2
E1
W2
W1
W3 W3 W3 W3
W2
W2
E1
W1
W2
W2
W2
W1
W2
W2
W6
W1
W2
W2
W1 W2
W2
W2W2
W2
W2 W2
W3 W3
W2 W2
3'
-
9
1
/
2
"
2
1
/
2
"
26
'
-
0
"
4'
-
6
"
12
'
-
0
"
4'
-
6
"
26
'
-
0
"
2
1
/
2
"
3'
-
9
1
/
2
"
4'
-
0
"
4'
-
0
"
30
'
-
0
"
5'
-
0
"
30
'
-
0
"
4'
-
0
"
4'
-
0
"
81
'
-
0
"
W2
F
W2
F
W2W2
F F
F
W2
003E
012E
F
012I
2'-4"
2'
-
9
1
/
4
"
5'
-
0
"
002D
003D
005D009D
E1 W1
E5
W2
E3 W3
W4
GA FILE NO. WP 3116
1 HOUR FIRE
55 TO 59 STC SOUND
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-13 MIN.
CONCRETE FOUNDATION
WALL -SEE STRUCTURAL
DRAWINGS
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
METAL PANEL SIDING
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL
BOARD EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION
5/8" TYPE 'X' GYPSUM
WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION
5/8" TYPE 'X' GYPSUM
WALL BOARD EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
E4
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
STONE VENEER
3" EFIS SIDING
1/2" RESILIENT CHANNEL
5/8" TYPE 'X' GYPSUM
SHEATHING
AIR GAP
GA FILE NO. WP 3267
1 HOUR FIRE
50 TO 54 STC SOUND
E2
CONCRETE FOUNDATION
WALL -SEE STRUCTURAL
DRAWINGS
W5
5/8" GYPSUM WALL
BOARD EACH SIDE
2X FRAMING -SEE
STRUCTURAL
DRAWINGS
FULL THICKNESS BATT
INSULATION
E6 5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
PLYWOOD SHEATHING -SEE
STRUCTURAL DRAWINGS
STONE VENEER
5/8" GYPSUM WALL BOARD
STUCCO FINISH
W6
GA FILE NO. WP 3116
1 HOUR FIRE
55 TO 59 STC SOUND
5/8" TYPE 'X' GYPSUM
WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
AIR GAP
5/8" TYPE 'X' GYPSUM
SHEATHING
E7
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
WOOD SIDING
1/2" BOARD INSULATION
STUCCO FINISH
2X4 FURRING FOR UTILITY
CHASE
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
3
3
A
M
A1.2
BASEMENT
FLOOR PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/8" = 1'-0"A1.2
1 BASEMENT FLOOR PLAN
1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK,
ETC.
2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL,
STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR
CLARIFICATION.
3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.
4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.
5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT
STONE.
6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE.
8. SEE A1 SERIES FOR WALL TYPES
9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.
10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
GENERAL NOTES
WALL TYPES
KEYED NOTES
033000.60 CONCRETE FLOOR FINISH
096466.02 CARPET FLOORING
096519 RESILIENT TILE FLOORING
107446.01 METAL EGRESS WINDOW WELL W/ ACESS LADDER
107446.02 METAL WINDOW WELL FOR VENTING
no. description date
DN
1
A5.2
________
1
A5.2
________
C
C
D
D
E
E
F
F
H
H
1 1
________1
A3.2
________2
A3.1
________1
A3.1
4 4
5 5
8 8
2 2
G
G
6 6
B
7 7
3 3
A
A
I
I
J
J
K
K
________2
A3.2
1
A6.1
________
1
A5.1
________
1
A5.1
________
2
A5.1
________
2
A5.1
________2
A5.2
________
2
A5.2
________
2
A5.4
________2
A5.4
________
2
A5.3
________2
A5.3
________
1
A5.3
________1
A5.3
________
1
A5.4
________1
A5.4
________
________1
A1.7
UNIT 2
102
TYPE B
UNIT STUDIO
103
TYPE A
UNIT 1
105
TYPE A
UNIT 2
101
TYPE A
UNIT 1
104
TYPE B
UNIT 1
107
TYPE B
UNIT 1
106
TYPE B
UNIT 1
109
TYPE B
UNIT 1
108
TYPE B
UNIT 1
110
TYPE B
UNIT STUDIO
112
TYPE B
UNIT 2
113
TYPE B
UNIT 2
114
TYPE B
UNIT 1
111
TYPE B
________2
A1.7
________3
A1.7
________2
A9.1
________5
A9.1
1
A2.2
________
81
'
-
0
"
4'
-
0
"
4'
-
0
"
30
'
-
0
"
5'
-
0
"
30
'
-
0
"
4'
-
0
"
4'
-
0
"
136'-0"
14'-0"12'-0"14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"12'-0"14'-0"
4'
-
0
"
4'
-
0
"
30
'
-
0
"
5'
-
0
"
30
'
-
0
"
4'
-
0
"
4'
-
0
"
105E3 104
101A
101B
101I
101D
101C
101E
101H
101F
101J
101G
102A
102B
102C
102E
102F
102G
102J
102I
102H
103A
103B
103C
103D
103F
103G
103I
102
104
101105
106
103
105A
105B
105C
105D
105E
105F
105G
105H
107A
107B
107C
107E
107F
107G
107H
109A
109B
109C
109D
109E
109F
109G
109H
111A
111B
111C
111E
111F
111G
111H
113A
113B
113C
113D 113E
113F
113G
113H
113I
113J
114A
114B
114C
114D 114E
114F
114G
114H
114I
114J
112A
112B
112C
112F
112G
112H
112I
110A
110B
110C
110D
110E
110F
110G
110H
108A
108B
108C
108D
108E
108F
108G
108H
106A
106B
106C
106D
106E
106F
106G
106H
104A
104B
104C
104D
104E
104F
104G
104H
A
J
G
H
C
F
I
102 A
B
BB
BB
B
B
BIA
A 103
J
C
H
F
G Cc
G
C
H
G
F
G
C
H H
C
G G
C
H
F
E1
J
G
C
H
F
Cc
G
C
H
F
GG
C
HH
C
GG
C
H
F
E2
F
H
C
J
G
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
A EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
W2
W2
W1
W1
W2
W2
W1 W2 W1
W2
W3 W3
W6
W3
W6
W2
W1
W2
W2
W2
W2
W4
W2
W1
W4
W3 W3
W2
W2
W2
W4
W2
W1
W2
W4W4
W3W1
W1
W2
W4
W4
W2
W1
W3 W3
W1
W2
W1
W1
W1
W2
W1
W1
W2
W1
W1
W2
W1
W2
W1
W6
W2
W6W3
W1
W2
W2
W2
W2
E1
W4
W2
W2
W2
W1
W3
W4
W1
W2
W2
W2
W4
E1W2
W2
W2
W2
W1
E1
W3
E1
W3 W1
W2
W1
W4W4W1
W1
W2
W1
W1
W1
W1W3
096519
096466.02
096466.02
096519
096519
096466.02096466.02
096519096519
096466.02096466.02
096519
033000.60
096519
096466.02
096466.02
033000.60
033000.60
096466.02
096466.02
096519
096466.02
096519096519096519
096466.02096466.02096466.02
096519
096519096519
096466.02
096466.02
055213.02
055213.02
________1
A1.8
________2
A1.8
________3
A1.8
E3
E3
14'-0"12'-0"14'-0"14'-0"28'-0"14'-0"14'-0"12'-0"14'-0"
136'-0"
3'-2 1/4"4'-6"5'-10 1/4"
5 1/2"
3'-8 1/8"4'-6"3'-5 3/8"
4 1/2"
1"
11 3/8"
6'-3 5/8"6'-7"1"6'-3 3/4"4'-6"6'-4 1/2"4'-6"
3'-3 3/4"
2'-5"
1'-2"
2'-5"
3'-3 3/4"
4'-6"6'-4 1/2"4'-6"6'-3 3/4"
1"1'-8 7/8"
4'-6"4'-6 1/2"2'-5"
7 5/8"
1"4 1/2"
3'-5 3/8"4'-6"3'-8 1/8"
5 1/2"
5'-10 1/4"4'-6"3'-2 1/4"
3'-2 1/4"4'-6"5'-10 1/4"
5 1/2"
3'-8 1/8"4'-6"3'-5 3/8"
4 1/2"
1"
6 1/2"
2'-5"4'-7 3/8"4'-6"
1'-9 1/8"1"
6'-3 3/4"4'-6"3'-2 1/4"3'-2 1/4"4'-6"3'-3 3/4"2'-5"
7"7"
2'-5"3'-3 3/4"4'-6"3'-2 1/4"3'-2 1/4"4'-6"6'-3 3/4"1"6'-7 1/2"6'-3 1/8"
11 3/8"
1"
4 1/2"
3'-6 3/4"4'-6"3'-6 3/4"
5 1/2"
5'-2 5/8"4'-6"3'-9 7/8"
22
'
-
0
"
4'
-
6
"
3'
-
6
"
81
'
-
0
"
E4
E4 E3
E3
E3E3
W1
E4 E3
E3 E4
W1
W3
W1
E3
W1
E3 E4 E4
W3 W3
W4
W1
W2
E3
W2
W2E3
E3
W3
W2
W4
W3
W2W1
W2
W3
E4E4
W2W2
W1
W2
W1 W1
W1W2
W2 W2
W2 W2 W2 W2
W2W2
________1
CR1.6
________2
CR1.6
E3
F
W2
F
W2
FF
W2 W2
F
W2
103E
103H
F
112E
E6
E6
E3
E3 E3
E3
E7
E7E7E7E7
E7 E7
3'
-
6
"
4'
-
6
"
22
'
-
0
"
22
'
-
0
"
4'
-
6
"
3'
-
9
"
3'
-
3
"
5'
-
0
"
4'
-
6
"
22
'
-
0
"
107D111D
102D
112D
E1 W1
E5
W2
E3 W3
W4
GA FILE NO. WP 3116
1 HOUR FIRE
55 TO 59 STC SOUND
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-13 MIN.
CONCRETE FOUNDATION
WALL -SEE STRUCTURAL
DRAWINGS
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
METAL PANEL SIDING
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL
BOARD EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION
5/8" TYPE 'X' GYPSUM
WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION
5/8" TYPE 'X' GYPSUM
WALL BOARD EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
E4
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
STONE VENEER
3" EFIS SIDING
1/2" RESILIENT CHANNEL
5/8" TYPE 'X' GYPSUM
SHEATHING
AIR GAP
GA FILE NO. WP 3267
1 HOUR FIRE
50 TO 54 STC SOUND
E2
CONCRETE FOUNDATION
WALL -SEE STRUCTURAL
DRAWINGS
W5 5/8" GYPSUM WALL
BOARD EACH SIDE
2X FRAMING -SEE
STRUCTURAL
DRAWINGS
FULL THICKNESS BATT
INSULATION
E6 5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
PLYWOOD SHEATHING -SEE
STRUCTURAL DRAWINGS
STONE VENEER
5/8" GYPSUM WALL BOARD
STUCCO FINISH
W6
GA FILE NO. WP 3116
1 HOUR FIRE
55 TO 59 STC SOUND
5/8" TYPE 'X' GYPSUM
WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
AIR GAP
5/8" TYPE 'X' GYPSUM
SHEATHING
E7
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
WOOD SIDING
1/2" BOARD INSULATION
STUCCO FINISH
2X4 FURRING FOR UTILITY
CHASE
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
3
7
A
M
A1.3
1ST FLOOR PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK,
ETC.
2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL,
STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR
CLARIFICATION.
3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.
4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.
5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT
STONE.
6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE.
8. SEE A1 SERIES FOR WALL TYPES
9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.
10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
GENERAL NOTES
1/8" = 1'-0"A1.3
1 1ST FLOOR PLAN
WALL TYPES
KEYED NOTES
033000.60 CONCRETE FLOOR FINISH
055213.02 EGRESS BARRIER GATE SEE DETAIL 10/A9.1
096466.02 CARPET FLOORING
096519 RESILIENT TILE FLOORING
no. description date
UP
1
A5.2
________
1
A5.2
________
C
C
D
D
E
E
F
F
H
H
1 1
________1
A3.2
4
4
5
5
8 8
2 2
G
G
6 6
B
B
7 7
3 3
A
A
I
I
J
J
K
K
________2
A3.2
1
A6.1
________
1
A5.1
________2
A5.1
________
2
A5.2
________
2
A5.2
________
2
A5.4
________
2
A5.3
________
1
A5.3
________1
A5.3
________
1
A5.4
________
UNIT 2
202UNIT STUDIO
203
UNIT 1
205
UNIT 2
201
UNIT 1
204
UNIT 1
207
UNIT 1
206
UNIT 1
209
UNIT 1
208
UNIT 1
211
UNIT 1
210
UNIT STUDIO
212
UNIT 2
213
UNIT 2
214
________1
A1.9
205 204
B
B
202A
202B
202C
202D202E
202F
202G
202H
202I
202J
203A
203B
203C
203D
203F
203G
203H
203I
205A
205B
205C
205D
205E
205F
205G
205H
207A
207B
207C
207D
207E
207F
207G
207H
209A
209B
209C
209D
209E
209F
209G
209H
211A
211B
211C
211D
211E
211F
211G
211H
203
201
202
204
205
213A
213B
213C
213D 213E
213F
213G
213H
213I
213J
214A
214B
214C
214D 214E
214F
214G
214H
214I
214J
212A
212B
212C
212D
212F
212G
212H
212I
210A
210B
210C
210D
210E
210F
210G
210H
208A
208B
208C
208D
208E
208F
208G
208H
206A
206B
206C
206D
206E
206F
206G
206H
204A
204B
204C
204D
204E
204F
204G
204H
201A
201B
201C
201D201E
201F
201G
201H
201I
201J
A
G
J
C
H
F
E5
C
G
IB
G
C
H
F
H
C
B
G
B
G
C
H
F
H
C
G
B203
E6
F
H
C
J
G
A
A I
C
G
J
G
C
H
F
E7
B
G
C
H
F
C
H
G
B B
G
C
H
B
G
C
H
F
202 A
G
J
C
H
F
E4
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
W2
W2
W1
W1
W2
W2
W1 W2 W1
W2
W3 W3
W6
W3
W6
W2
W4
W1
W2
W2
W2
W2
W4
W2
W1
W4
W3 W3
W2
W2
W2
W4
W2
W1
W2
W4W4
W3W1
W1
W2
W4
W4
W2
W1
W3 W3
W1
W2
W1
W1
W1
W2
W1
W1
W2
W1
W1
W2
W1
W2
W1
W6
W2
W6
W3
W1
W2
W2
W2
W2
W4
W4
W2
W2
W2
W1
W3
W4
W1
W2
W2
W2
W4
W4W2
W2
W2
W2
W1
W4
W3
W4
W3 W1
W2
W1
W4W4W1
W1
W2
W1
W1
W1
W1
W3
096519
096466.02
096466.02
096519
096519
096466.02096466.02
096519096519
096466.02096466.02
096519
033000.60
096519
096466.02
096466.02
033000.60
033000.60
096466.02
096466.02
096519
096466.02
096519
096519
096519
096466.02096466.02096466.02
096519
096519096519
096466.02
096466.02
O.T.B
W1
3'-2 1/4"4'-6"5'-10 1/4"
5 1/2"
2'-9 1/8"6'-0"2'-10 7/16"
5 1/2"5 7/8"
2'-5"4'-8"4'-6"1'-9 1/8"6'-4 3/4"4'-6"6'-4 1/2"4'-6"3'-3 3/4"2'-5"1'-2"2'-5"3'-3 3/4"4'-6"6'-4 1/2"4'-6"6'-4 3/4"6'-7 1/2"6'-2"
1'-0 1/2"5 1/2"
2'-10 7/16"6'-0"2'-9 1/8"
5 1/2"
5'-10 1/4"4'-6"3'-2 1/4"
13'-6 1/2"12'-6 1/2"13'-10"56'-2"13'-10"12'-6 1/2"13'-6 1/2"
136'-0"
3'-2 1/4"4'-6"5'-10 1/4"
5 1/2"
2'-9 1/8"6'-0"
2'-10 7/16"
4 1/2"
1"1'-0 1/2"
6'-2"6'-7 1/2"6'-4 3/4"4'-6"6'-4 1/2"4'-6"3'-3 3/4"2'-5"1'-2"2'-5"3'-3 3/4"4'-6"6'-4 1/2"4'-6"6'-4 3/4"1'-9 1/8"4'-6"4'-8"2'-5"
5 7/8"
5 1/2"
2'-10 7/16"6'-0"2'-9 1/8"
5 1/2"
5'-10 1/4"4'-6"3'-2 1/4"
13'-6 1/2"12'-6 1/2"13'-10"56'-2"13'-10"5 1/2"12'-1"13'-6 1/2"
136'-0"
22
'
-
0
"
4'
-
6
"
12
'
-
0
"
4'
-
6
"
22
'
-
0
"
W1
W3
W1
W2
E4
E4
E4
W1
E4
E4
W1
W3
W1
W1E4
W2
W1 W3 W3
W3W3W3
E4
E4E4
E4
E4E4E4
E4
W1
W1
W2
W1
W1
W2
W2
W1
W4
W3
W1
W1
W2 W2
W2 W2
W2 W2W1
W2
W2 W2 W2 W2
W2W2
F F
FF
W2W2
212E
F
203E
F
E5
E5
E5
E5
E5 E4
E7 E7
E7E7
E7
E5
E5
E5
E5
E7E7
E7E7E7
E7
W2
W2
E5
E7
4'
-
0
"
4'
-
0
"
30
'
-
0
"
5'
-
0
"
30
'
-
0
"
4'
-
0
"
4'
-
0
"
81
'
-
0
"
E1 W1
E5
W2
E3 W3
W4
GA FILE NO. WP 3116
1 HOUR FIRE
55 TO 59 STC SOUND
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-13 MIN.
CONCRETE FOUNDATION
WALL -SEE STRUCTURAL
DRAWINGS
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
METAL PANEL SIDING
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL
BOARD EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION
5/8" TYPE 'X' GYPSUM
WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION
5/8" TYPE 'X' GYPSUM
WALL BOARD EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
E4
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
STONE VENEER
3" EFIS SIDING
1/2" RESILIENT CHANNEL
5/8" TYPE 'X' GYPSUM
SHEATHING
AIR GAP
GA FILE NO. WP 3267
1 HOUR FIRE
50 TO 54 STC SOUND
E2
CONCRETE FOUNDATION
WALL -SEE STRUCTURAL
DRAWINGS
W5 5/8" GYPSUM WALL
BOARD EACH SIDE
2X FRAMING -SEE
STRUCTURAL
DRAWINGS
FULL THICKNESS BATT
INSULATION
E6 5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
PLYWOOD SHEATHING -SEE
STRUCTURAL DRAWINGS
STONE VENEER
5/8" GYPSUM WALL BOARD
STUCCO FINISH
W6
GA FILE NO. WP 3116
1 HOUR FIRE
55 TO 59 STC SOUND
5/8" TYPE 'X' GYPSUM
WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
AIR GAP
5/8" TYPE 'X' GYPSUM
SHEATHING
E7
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
WOOD SIDING
1/2" BOARD INSULATION
STUCCO FINISH
2X4 FURRING FOR UTILITY
CHASE
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
4
1
A
M
A1.4
2ND FLOOR
PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK,
ETC.
2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL,
STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR
CLARIFICATION.
3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.
4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.
5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT
STONE.
6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE.
8. SEE A1 SERIES FOR WALL TYPES
9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.
10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
GENERAL NOTES
1/8" = 1'-0"A1.4
1 2ND FLOOR PLAN
WALL TYPES
KEYED NOTES
033000.60 CONCRETE FLOOR FINISH
096466.02 CARPET FLOORING
096519 RESILIENT TILE FLOORING
no. description date
1
A5.2
________
1
A5.2
________
C
C
D
D
E
E
F
F
H
H
1 1
________1
A3.2
4 4
5 5
8 8
2 2
G
G
6 6
B
B
7 7
3 3
A
A
I
I
J
J
K
K
________2
A3.2
1
A6.1
________
1
A5.1
________
1
A5.1
________
2
A5.1
________
2
A5.1
________2
A5.2
________
2
A5.2
________
2
A5.4
________2
A5.4
________
2
A5.3
________2
A5.3
________
1
A5.3
________1
A5.3
________
1
A5.4
________1
A5.4
________
UNIT 2
302
UNIT STUDIO
303
UNIT 1
305
UNIT 2
301
UNIT 1
304
UNIT 1
307
UNIT 1
306
UNIT 1
309
UNIT 1
308
UNIT 1
311
UNIT 1
310
UNIT STUDIO
312
UNIT 2
313
UNIT 2
314
________1
A1.9
________6
A9.1
________3
A9.1
305 304
B
B
301
302
303
304305
302A
302B
302C
302D302E
302F
302G
302H
302I
302J
301A
301B
301C
301E
301F
301G
301H
301I
301J
303A
303B
303C
303F
303G
303H
303I
305A
305B
305C
305D
305E
305F
305G
305H
307A
307B
307C
307D
307E
307F
307G
307H
309A
309B
309C
309D
309E
309F
309G
309H
311A
311B
311C
311D
311E
311F
311G
311H
313A
313B
313C
313D 313E
313F
313G
313H
313I
313J
314A
314B
314C
314D 314E
314F
314G
314H
314I
314J
312A
312B
312C
312D
312F
312G
312H
312I
310A
310B
310C
310D
310E
310F
310G
310H
308A
308B
308C
308E
308F
308G
308H
306A
306B
306C
306D
306E
306F
306G
306H
304A
304B
304C
304E
304F
304G
304H
A
G
J
C
H
F
E9
C
G
IB
G
C
H
F
H
C
G
BB
G
C
HH
F
C
G
BA
G
J
C
H
F
E10
A
G
J
C
H
F
E11
I
C
G
B
G
C
H
F
B
G
C
H H
C
B
G G
B
C
H
F
A
G
J
C
H
F
E8
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
303
302
W1
W1
W2
W1
W3
W3
W1
W1
W1
W2
W6
W2
W2
W3
W4
W4
W4
W1 W2
W2
W2
W4
W3
W2
W2
W2
W4
W2
W2
W1
W2
W2 W1
W2
W3
W6
W2
W4
W1
W2
W2
W2
W2
W4
W2
W1
W4
W3 W3
W2
W2
W2
W4
W2
W1
W2
W4W4
W3W1
W1
W2
W4
W4
W2
W1
W3 W3
W1
W2
W1
W1
W1
W2
W1
W1
W2
W1
W1
W2
W1
W2
W1
W6
W2
W6
W3
W1
W2
W2
W2
W2
W4
W4
W2
W2
W2
W1
W3
W4
W1
W2
W4
W4W2
W2
W2
W3
W4
W3 W1
W2
W1
W4W4W1
W2
W1
W1
W1
W3
096519
096466.02
096466.02
096519
096519
096466.02096466.02
096519096519
096466.02096466.02
096519
033000.60
096519
096466.02
096466.02
033000.60
033000.60
096466.02
096466.02
096519
096466.02
096519096519096519
096466.02096466.02096466.02
096519
096519096519
096466.02
096466.02
O.T.B
W4
4'
-
0
"
73
'
-
0
"
4'
-
0
"
4'
-
0
"
26
'
-
0
"
4'
-
6
5
/
8
"
11
'
-
1
1
3
/
8
"
4'
-
6
"
26
'
-
0
"
4'
-
0
"
81
'
-
0
"
13'-6 1/2"5 1/2"11'-7 1/2"5 1/2"13'-11"56'-1"13'-10"5 1/2"11'-7 1/2"5 1/2"13'-6 1/2"
3'-2 1/4"4'-6"19'-5 1/4"6'-2"13'-0 1/4"4'-6"6'-4 1/2"4'-6"3'-3 3/4"2'-5"
1'-2"
2'-5"3'-3 3/4"4'-6"6'-4 1/2"4'-6"8'-1 7/8"4'-6"4'-8"2'-5"18'-10 5/8"4'-6"3'-2 1/4"
136'-0"
4'
-
0
"
73
'
-
0
"
4'
-
0
"
4'
-
0
"
26
'
-
0
"
4'
-
6
"
12
'
-
0
"
4'
-
6
"
26
'
-
0
"
4'
-
0
"
81
'
-
0
"
W2
E4E4E4
W1
E4 E4 E4
W1
W4
W1
W3
E4
E4 E4
W2
W2
W1
W1
W2W2
W1
W1
W1
W2
W2
W1
W2 W1
W3
W2
W1
W1
W3
W2 W2W2
W2 W2 W2W1 W2
W2
13'-6 1/2"5 1/2"11'-7 1/2"5 1/2"13'-10"56'-2"13'-10"5 1/2"11'-7 1/2"5 1/2"13'-6 1/2"
136'-0"
W2W2
F F
FF
W2 W2
303E
F
F
312E
E7 E7
E7 E7
E5
E5
E5
E7E7
E7E7
E7E7
E5
E5
E5
E5
E7 E7
E5
3'-2 1/4"4'-6"9'-0 7/8"6'-0"3'-9 13/16"2'-5"4'-8"4'-6"1'-9 1/8"6'-4 3/4"4'-6"6'-4 1/2"4'-6"3'-3 3/4"2'-5"1'-2"2'-5"3'-3 3/4"4'-6"6'-4 1/2"4'-6"13'-0 1/4"6'-2"4'-4 7/16"6'-0"9'-0 7/8"4'-6"3'-2 1/4"
301D
304D308D
303D
E1 W1
E5
W2
E3 W3
W4
GA FILE NO. WP 3116
1 HOUR FIRE
55 TO 59 STC SOUND
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-13 MIN.
CONCRETE FOUNDATION
WALL -SEE STRUCTURAL
DRAWINGS
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
METAL PANEL SIDING
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL
BOARD EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION
5/8" TYPE 'X' GYPSUM
WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION
5/8" TYPE 'X' GYPSUM
WALL BOARD EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
E4
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
STONE VENEER
3" EFIS SIDING
1/2" RESILIENT CHANNEL
5/8" TYPE 'X' GYPSUM
SHEATHING
AIR GAP
GA FILE NO. WP 3267
1 HOUR FIRE
50 TO 54 STC SOUND
E2
CONCRETE FOUNDATION
WALL -SEE STRUCTURAL
DRAWINGS
W5 5/8" GYPSUM WALL
BOARD EACH SIDE
2X FRAMING -SEE
STRUCTURAL
DRAWINGS
FULL THICKNESS BATT
INSULATION
E6 5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
PLYWOOD SHEATHING -SEE
STRUCTURAL DRAWINGS
STONE VENEER
5/8" GYPSUM WALL BOARD
STUCCO FINISH
W6
GA FILE NO. WP 3116
1 HOUR FIRE
55 TO 59 STC SOUND
5/8" TYPE 'X' GYPSUM
WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
AIR GAP
5/8" TYPE 'X' GYPSUM
SHEATHING
E7
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
WOOD SIDING
1/2" BOARD INSULATION
STUCCO FINISH
2X4 FURRING FOR UTILITY
CHASE
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
1/2" PLYWOOD SHEATHING
FOR SHEAR WALLS WHERE
OCCURS -SEE
STRUCTURAL DRAWINGS
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
4
5
A
M
A1.5
3RD FLOOR
PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/8" = 1'-0"A1.5
1 3RD FLOOR PLAN
1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK,
ETC.
2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL,
STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR
CLARIFICATION.
3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.
4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.
5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT
STONE.
6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE.
8. SEE A1 SERIES FOR WALL TYPES
9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.
10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
GENERAL NOTES
WALL TYPES
KEYED NOTES
033000.60 CONCRETE FLOOR FINISH
096466.02 CARPET FLOORING
096519 RESILIENT TILE FLOORING
no. description date
1
A5.2
________CDE
5
8
6
B
7
A1
A5.1
________2
A5.1
________2
A5.2
________
2
A5.3
________
1
A5.3
________
1
A5.4
________
A8.110
A8.1 6
A8.1
A8.1
A8.1
A8.1 12
A8.1
A8.1
A8.14
A8.1 3
A8.1
14
1
2
13
9
8
15
7
5
LIVING
002B LAUNDRY
002E
BATHROOM
002C
HALL
002I
BEDROOM 2
002J
WATER
002G
KITCHEN
002A
MECH.
002F
BEDROOM 1
002H
MECH.
003F
BEDROOM 1
003H
LIVING
003B
BATHROOM
003C
KITCHEN
003A
HALL
003I
WATER
003G
BEDROOM 1
005H
MECH.
005F
LAUNDRY
005E
BATHROOM
005C
KITCHEN
005A
WATER
005G
LIVING
005B
B
G
H
I A
H
J
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
B I A
C
H
C
G
J
G
C
H
F
F
W3
W4
W4
E1
E1
W4
W4
W3 W3
E1
E1
E1
W2
W1
W4
W2
W1
W4
W1
W1
W2
W1 W2
W2
W2
W1
E2 E2
W3
W2
W2
W1
W2
W1
W1
W2
W2
W2
096519
113013.08
123661.19
113013.04
064116
113013.01
123623.23
123623.13220000
011000.01
064116.21
123623.10
230000
220000
113013.09
096519
064116
224100.03
113013.05
123661.19
064116
064116.21
123623.10
011000.01
230000096466.02
123661.19
064116
224100.03
113013.04
064116
113013.08
064116
096519
064116.21
123623.10
220000
096466.02
011000.01
064116
123623.10
230000
096466.02
096519
E1W5
107446.01
107446.01107446.02107446.01
107446.01
230000
230000
E1E1
W2
W1
W1
W2
W4
5'-0 1/4"
UNIT 2
002
UNIT STUDIO
003
UNIT 1
005
1
A5.2
________CDE
5
8
6
B
7
A1
A5.1
________2
A5.1
________2
A5.2
________
2
A5.3
________
1
A5.3
________
1
A5.4
________
2
1
/
2
"
38
'
-
0
"
3'-2 1/4"4'-6"8'-1 5/8"4'-6"7'-1 1/16"4'-6 5/16"4'-6"9'-8 3/4"4'-6"3'-4"
14'-3 1/2"13'-4"8"11'-6"2 1/2"5 1/2"13'-6 1/2"
LIVING
002B
LAUNDRY
002E
BATHROOM
002CHALL
002I
BEDROOM 2
002J
WATER
002G
KITCHEN
002A
MECH.
002F
BEDROOM 1
002H
MECH.
003F
BEDROOM 1
003H
LIVING
003B
BATHROOM
003C
KITCHEN
003A
HALL
003I
WATER
003G
BEDROOM 1
005H
MECH.
005F
LAUNDRY
005E
BATHROOM
005C
KITCHEN
005A
WATER
005G
LIVING
005B
3
1
/
2
"
11
'
-
1
1
1
/
2
"
3
1
/
2
"
10
'
-
6
1
/
2
"
5
1
/
2
"
13
'
-
6
1
/
2
"
5
1
/
2
"
6'-0"3 1/2"6'-11 1/2"
13'-3"
2'
-
9
1
/
4
"
3
1
/
2
"
5'
-
7
1
/
4
"
3
1
/
2
"
2'-6 1/2"
2'-10"
3'
-
0
"
3'
-
2
1
/
2
"
5
1
/
2
"
10
'
-
6
1
/
2
"
5
1
/
2
"
17
'
-
9
1
/
2
"
3
1
/
2
"
28
'
-
9
1
/
2
"
9"
3 1/2"6'-5 1/2"4'-4 9/16"2'-4 15/16"3 1/2"
13'-3"
5
1
/
2
"
5'
-
2
3
/
8
"
3
1
/
2
"
2'
-
2
"
3
1
/
2
"
17
'
-
1
0
1
/
8
"
3
1
/
2
"
2'
-
8
1
/
2
"
2'-10"
3
1
/
2
"
9'
-
9
"
7'
-
0
3
/
4
"
11
'
-
1
1
3
/
4
"
5
1
/
2
"
9"
28
'
-
9
1
/
2
"
3 1/2"11'-7 1/2"3'-7 5/8"3'-7 3/8"3 1/2"5'-8 1/2"3 1/2"
24'-10 1/2"
3
1
/
2
"
2'
-
9
1
/
4
"
3
1
/
2
"
6'
-
9
"
9'
-
9
3
/
4
"
2'-10"9'-8"
12'-6"
14'-0"9"5'-0 1/4"11 3/4"
5 1/2"
4'-5 3/16"2'-4 5/16"9"11'-7 1/2"
5 1/2"
2'-3 1/2"10"9'-11 1/2"5 1/2"
6'
-
8
3
/
4
"
3
1
/
2
"
2'
-
4
"
2'
-
2
"
11
'
-
6
1
/
4
"
54'-0"
34
'
-
2
1
/
2
"
26
'
-
2
1
/
2
"
4'
-
6
"
3'
-
6
"
3'
-
9
1
/
2
"
7'
-
9
1
/
2
"
4'
-
1
1
1
/
8
"
2'
-
5
"
5
3
/
8
"
14'-0"14'-0"12'-0"14'-0"
UNIT 2
002
UNIT STUDIO
003
UNIT 1
005
E1
W1
E4 E5
W2
E2
W3 W4
GA FILE NO. WP 3267
1 HOUR FIRE -50 TO 54 STC SOUND
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
AIR GAP
METAL PANEL SIDING
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
ENGINEERED WOOD SIDING
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
EFIS SIDING WITH 2" RIGID
INSULATION
ENGINEERED WOOD SIDING
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
SHEATHING EACH SIDE -SEE
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL BOARD
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
1/2" RESILIENT CHANNEL
5/8" GYPSUM WALL BOARD
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
1/2" RESILIENT CHANNEL
5/8" GYPSUM WALL BOARD
E3
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
STUCCO FINISH
W5
GA FILE NO. WP 3116
1 HOUR FIRE -55 TO 59 STC SOUND
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
2" CONTINUOUS AIR SPACE
5/8" GYPSUM WALL BOARD
GA FILE NO. WP 3247
1 HOUR FIRE
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
4
8
A
M
A1.6
BASEMENT UNIT
PLANS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/4" = 1'-0"A1.6
1 ENLARGED BASEMENT UNIT 1, 2 AND 3 PLANS
1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK,
ETC.
2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL,
STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR
CLARIFICATION.
3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.
4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.
5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT
STONE.
6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE.
8. SEE A1 SERIES FOR WALL TYPES
9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.
10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
GENERAL NOTESKEYED NOTES
011000.01 WASHER & DRYER - EQUIP BY OWNER, N.I.C. TYPE A UNITS INCLUDE A
COMBINATION UNIT
064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
064116.21 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - CLOSET UNIT
096466.02 CARPET FLOORING
096519 RESILIENT TILE FLOORING
107446.01 METAL EGRESS WINDOW WELL W/ ACESS LADDER
107446.02 METAL WINDOW WELL FOR VENTING
113013.01 RESIDENTIAL APPLIANCES - DISHWASHER
113013.04 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - CONTROLLS TO BE LOCATED
IN FRONT OF STOVE TOP
113013.05 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - 20IN RANGE
113013.08 RESIDENTIAL APPLIANCES - REFRIGERATOR
113013.09 RESIDENTIAL APPLIANCES - REFRIGERATOR SMALL 10CF
123623.10 CLOSET SHELF AND ROD
123623.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS & BACKSPLASH
123623.23 MELAMINE SHELVING - PROVIDE SUPPORT AS REQUIRED
123661.19 QUARTS AGGLOMERATE COUNTERTOPS
220000 PLUMBING FIXTURE OR EQUIPMENT - SEE PLUMBING
224100.03 RESIDENTIAL PLUMBING FIXTURES - KITCHEN FAUCET
230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL
WALL TYPES
1/4" = 1'-0"A1.6
2 ENLARGED BASEMENT UNIT 1, 2 AND 3 PLANS DIM.
no. description date
1
A5.2
________CDEF
5
8
6
B
7
A1
A5.1
________2
A5.1
________2
A5.2
________
2
A5.3
________
1
A5.3
________
1
A5.4
________
UNIT 2
102
TYPE B
UNIT STUDIO
103
TYPE A
UNIT 1
105
TYPE A
UNIT 1
107
TYPE B
A8.26
A8.2
A8.2 85
7
A8.24
A8.2
A8.2 2
3
1
A8.2 21
A8.2
A8.2
A8.2
A8.2
A8.2
A8.2
A8.2 16
17
18
14
15
13
23
24
22
W3
J
G
A
C
H
F
A
EGRESS
A
EGRESS
A
BEDROOM 1
102H
BATHROOM
102CHALL
102I
LAUNDRY
102E
LIVING
102B
KITCHEN
102A
BEDROOM 2
102J
WATER
102G
HALL
103I
WATER
103G
BATHROOM
103C
SHOWER
103D
KITCHEN
103A
LIVING
103B
MECH.
103F
LAUNDRY
105E
MECH.
105F
BEDROOM 1
105H
BATHROOM
105C
SHOWER
105D KITCHEN
105A
LIVING
105B
LIVING
107B
WATER
107G
WATER
105G
BATHROOM
107C
KITCHEN
107A
BEDROOM 1
107H
LAUNDRY
107E
MECH.
107F
B
G
C
H
F
H
C
G
B
EGRESS
A
EGRESS
A
EGRESS
A
I
Cc
G
MECH.
102F
096519
113013.08
123661.19
113013.04
064116
113013.01
123623.23
123623.13
220000
011000.01
064116.21
123623.10
230000
220000
113013.09
096519
064116
224100.03
113013.05
113013.05
064116
064116.21
123623.10
011000.01
230000
123661.19
064116
224100.03
113013.04
064116
113013.08
064116
096519
220000
096466.02
011000.01
064116
123623.10
230000
096466.02
096519
096519
113013.08
123661.19
113013.04
064116
113013.01
123623.23
123623.13
220000
011000.01
064116.21
123623.10
230000
W3
W4
W4
W2
W2
W4
W4
W2 W2
W2
W2
W2
W1
W4
W1
W4 W4
W2W1
W1
W4
E4
E4
W1
W1
W1 W2
W3W3
W1
E3
E3
W1
E3
E3
W4
E3
E2 E2
W2
W1
W2
W2
W2
W2
W1
W1
W2
E3
W2
W2
C
1
4
2
B
3
A1
A5.1
________2
A5.1
________
A8.2 10
A8.2
A8.2
A8.2
9
11
20
12
19
BEDROOM 1
101H
MECH.
101F
LIVING
101B
LAUNDRY
101E
SHOWER
101D
BATHROOM
101C
HALL
101I
WATER
101G
BEDROOM 2
101J
KITCHEN
101A
F
H
C
J
G
A
A
EGRESS
A
EGRESS
A
123661.19
064116
224100.03
113013.04
113013.08
064116.15
123661.19
096519
064116
123623.10
220000
096466.02
011000.01
064116.21
123623.10
096466.02
230000
096519
123661.19
096519
E4
E2
E3
E4
W4
W3
W2
W1
W1
W3
W1
W1
W2
UNIT 2
101
TYPE A
H
1
4
2
3
I
A8.3
A8.316
A8.3
17
18
A8.3 19
HALL
112I
WATER
112G
BATHROOM
112C
KITCHEN
112A
LIVING
112B
BEDROOM 1
112H
MECH.
112F
I
CcG
EGRESS
A
230000
011000.01
064116.21
123623.10
096519
123661.19
113013.05
064116
224100.03
113013.09
123661.19
224100.05
096519
096519
UNIT STUDIO
112
TYPE B
E1
W1
E4 E5
W2
E2
W3 W4
GA FILE NO. WP 3267
1 HOUR FIRE -50 TO 54 STC SOUND
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
AIR GAP
METAL PANEL SIDING
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
ENGINEERED WOOD SIDING
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
EFIS SIDING WITH 2" RIGID
INSULATION
ENGINEERED WOOD SIDING
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
SHEATHING EACH SIDE -SEE
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL BOARD
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
1/2" RESILIENT CHANNEL
5/8" GYPSUM WALL BOARD
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
1/2" RESILIENT CHANNEL
5/8" GYPSUM WALL BOARD
E3
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
STUCCO FINISH
W5
GA FILE NO. WP 3116
1 HOUR FIRE -55 TO 59 STC SOUND
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
2" CONTINUOUS AIR SPACE
5/8" GYPSUM WALL BOARD
GA FILE NO. WP 3247
1 HOUR FIRE
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
5
1
A
M
A1.7
1ST FLOOR UNIT
PLANS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/4" = 1'-0"A1.7
1 ENLARGED 1ST FLOOR UNIT 1, 2, & 3 PLANS
1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK,
ETC.
2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL,
STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR
CLARIFICATION.
3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.
4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.
5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT
STONE.
6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE.
8. SEE A1 SERIES FOR WALL TYPES
9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.
10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
GENERAL NOTES
KEYED NOTES
011000.01 WASHER & DRYER - EQUIP BY OWNER, N.I.C. TYPE A UNITS INCLUDE A
COMBINATION UNIT
064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
064116.15 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - UPPER CORNER CABINET
064116.21 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - CLOSET UNIT
096466.02 CARPET FLOORING
096519 RESILIENT TILE FLOORING
113013.01 RESIDENTIAL APPLIANCES - DISHWASHER
113013.04 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - CONTROLLS TO BE LOCATED
IN FRONT OF STOVE TOP
113013.05 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - 20IN RANGE
113013.08 RESIDENTIAL APPLIANCES - REFRIGERATOR
113013.09 RESIDENTIAL APPLIANCES - REFRIGERATOR SMALL 10CF
123623.10 CLOSET SHELF AND ROD
123623.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS & BACKSPLASH
123623.23 MELAMINE SHELVING - PROVIDE SUPPORT AS REQUIRED
123661.19 QUARTS AGGLOMERATE COUNTERTOPS
220000 PLUMBING FIXTURE OR EQUIPMENT - SEE PLUMBING
224100.03 RESIDENTIAL PLUMBING FIXTURES - KITCHEN FAUCET
224100.05 RESIDENTIAL PLUMBING FIXTURES - BATHROOM FAUCET
230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL
1/4" = 1'-0"A1.7
2 ENLARGED UNIT 2 TYPE A
1/4" = 1'-0"A1.7
3 STUDIO UNIT TYPE B
WALL TYPES
no. description date
1
A5.2
________CDEF
5
8
6
B
7
A1
A5.1
________2
A5.1
________2
A5.2
________
2
A5.3
________
1
A5.3
________
1
A5.4
________
UNIT 2
102
TYPE B
UNIT STUDIO
103
TYPE A
UNIT 1
105
TYPE A
UNIT 1
107
TYPE B
BEDROOM 1
102H
BATHROOM
102C
HALL
102I
LAUNDRY
102E
LIVING
102B
KITCHEN
102A
BEDROOM 2
102J
WATER
102G
HALL
103I
WATER
103G
BATHROOM
103C
SHOWER
103D
KITCHEN
103A
LIVING
103B
MECH.
103F
LAUNDRY
105E
MECH.
105F
BEDROOM 1
105H
BATHROOM
105C
SHOWER
105D
KITCHEN
105A
LIVING
105B
LIVING
107B
WATER
107G
WATER
105G
BATHROOM
107C
KITCHEN
107A
BEDROOM 1
107H
LAUNDRY
107E
MECH.
107F
MECH.
102F
38
'
-
0
"
4'
-
0
"
34
'
-
0
"
4'
-
0
"
26
'
-
0
"
4'
-
6
"
3'
-
6
"
68'-0"
14'-0"14'-0"1"13'-10"1"12'-0"14'-0"
7"2'-5"3'-3 3/4"4'-6"6'-4 1/2"4'-6"6'-4 3/4"1'-8 7/8"4'-6"4'-6 1/2"2'-5"7 5/8"3'-10 7/8"4'-6"3'-8 1/8"6'-3 3/4"4'-6"3'-2 1/4"
4'
-
8
3
/
4
"
2'
-
5
"
10
1
/
4
"
8'
-
0
"
10
3
/
4
"
2'
-
5
"
4'
-
8
1
/
4
"
8'
-
0
"
10
'
-
1
"
10
'
-
6
1
/
2
"
11
'
-
6
1
/
2
"
3'
-
4
"
6'
-
9
"
7'
-
0
1
/
2
"
3'
-
6
"
6'
-
9
"
4'
-
9
1
/
2
"
5'-0 1/4"
6'-0"
3'
-
5
3
/
4
"
7'-7 1/4"
3'-1 1/2"9'-11 1/2"
13'-1"
11'-7 1/2"3'-7 5/8"3'-7 3/8"
18'-10 1/2"
2'-10"
2'
-
2
"
2'-3 1/2"10'-9 1/2"
13'-1"
29
'
-
1
"
10
'
-
0
1
/
4
"
7'
-
0
1
/
8
"
12
'
-
0
5
/
8
"
5'
-
2
3
/
8
"
2'
-
9
"
17
'
-
1
0
1
/
8
"
3'
-
3
1
/
2
"
29
'
-
1
"
3'
-
2
"
3'
-
2
1
/
2
"
7'
-
0
1
/
2
"
10
'
-
6
1
/
2
"
5'-2 1/2"
6'-0"
6'-5 1/2"6'-9 1/2"
13'-3"
12
'
-
3
"
10
'
-
6
1
/
2
"
13
'
-
6
1
/
2
"
3'
-
3
1
/
2
"
5'
-
8
"
3'
-
3
1
/
2
"
7'
-
0
1
/
2
"
3'
-
6
"
2'
-
3
1
/
2
"
11
'
-
3
"
3'
-
2
1
/
2
"
10'-1 1/2"3'-1 1/2"
13'-3"
2'-7 1/2"3'-8 5/8"6'-10 7/8"
13'-3"13'-3"
6'-10 7/8"3'-8 5/8"2'-7 1/2"
11
'
-
3
"
2'
-
3
1
/
2
"
3'
-
6
"
7'
-
0
1
/
2
"
3'
-
3
1
/
2
"
5'
-
8
"
3'
-
3
1
/
2
"
12
'
-
3
"
10
'
-
6
1
/
2
"
13
'
-
6
1
/
2
"
3'
-
2
1
/
2
"
3'-1 1/2"10'-1 1/2"
13'-3"
C
4
2
B
3
A1
A5.1
________2
A5.1
________
30
'
-
0
"
4'
-
0
"
4'
-
0
"
38
'
-
0
"
30
'
-
0
"
4'
-
0
"
4'
-
0
"
38
'
-
0
"
12'-0"14'-0"
26'-0"
BEDROOM 1
101H
MECH.
101F
LIVING
101B
LAUNDRY
101E
SHOWER
101D
BATHROOM
101C
HALL
101I
WATER
101G
BEDROOM 2
101J
KITCHEN
101A
9
3
/
4
"
2'
-
5
"
4'
-
9
1
/
4
"
8'
-
0
"
3'-11 1/4"4'-6"3'-6 3/4"5'-8 1/8"4'-6"3'-9 7/8"
3'
-
6
"
4'
-
6
"
26
'
-
0
"
4'
-
0
"
30
'
-
0
"
8'
-
0
"
2'-3 1/2"10'-9 1/2"
13'-1"
2'
-
2
"
2'
-
7
1
/
2
"
6'
-
9
"
11
'
-
6
1
/
2
"
11'-7 1/2"5 1/2"2'-10"3'-11 1/2"3 1/2"6'-0"
25'-2"
10
'
-
0
1
/
4
"
7'
-
0
3
/
4
"
12
'
-
0
"
29
'
-
1
"
3'
-
6
"
7'
-
0
1
/
2
"
10
'
-
6
1
/
2
"
10
'
-
1
"
3'
-
4
"
6'
-
9
"
3'
-
2
1
/
4
"
7'-5"
H
1
4
2
3
I
HALL
112I
WATER
112G
BATHROOM
112C
KITCHEN
112A
LIVING
112B
BEDROOM 1
112H
MECH.
112F
30
'
-
0
"
8'
-
0
"
38
'
-
0
"
14'-0"
7 1/2"2'-5"4'-7 3/8"4'-6"1'-10 1/8"
30
'
-
0
"
8'
-
0
"
38
'
-
0
"
13'-3"
6'-9 1/2"6'-5 1/2"
29
'
-
1
"
3'
-
3
1
/
2
"
17
'
-
1
0
1
/
8
"
2'
-
9
"
5'
-
2
3
/
8
"
2'-4 5/16"4'-5 3/16"11 3/4"
7'-9 1/4"
10
'
-
6
1
/
2
"
7'
-
0
1
/
2
"
3'
-
6
"
10
'
-
6
1
/
2
"
6'-0"
5'-0 1/4"
E1
W1
E4 E5
W2
E2
W3 W4
GA FILE NO. WP 3267
1 HOUR FIRE -50 TO 54 STC SOUND
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
AIR GAP
METAL PANEL SIDING
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
ENGINEERED WOOD SIDING
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
EFIS SIDING WITH 2" RIGID
INSULATION
ENGINEERED WOOD SIDING
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
SHEATHING EACH SIDE -SEE
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL BOARD
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
1/2" RESILIENT CHANNEL
5/8" GYPSUM WALL BOARD
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
1/2" RESILIENT CHANNEL
5/8" GYPSUM WALL BOARD
E3
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
STUCCO FINISH
W5
GA FILE NO. WP 3116
1 HOUR FIRE -55 TO 59 STC SOUND
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
2" CONTINUOUS AIR SPACE
5/8" GYPSUM WALL BOARD
GA FILE NO. WP 3247
1 HOUR FIRE
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
5
3
A
M
A1.8
1ST FLOOR UNIT
PLANS DIM.
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK,
ETC.
2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL,
STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR
CLARIFICATION.
3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.
4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.
5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT
STONE.
6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE.
8. SEE A1 SERIES FOR WALL TYPES
9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.
10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
GENERAL NOTES
1/4" = 1'-0"A1.8
1 ENLARGED 1ST FLOOR UNIT 1, 2, & 3 PLANS DIM.1/4" = 1'-0"A1.8
2 ENLARGED UNIT 2 TYPE A DIM.
1/4" = 1'-0"A1.8
3 STUDIO UNIT TYPE B DIM.
WALL TYPES
no. description date
1
A5.2
________CDE
5
8
6
B
7
A1
A5.1
________2
A5.1
________2
A5.2
________
2
A5.3
________
1
A5.3
________
1
A5.4
________
A8.3 6
A8.38
A8.3
A8.3
A8.3 2
A8.3
A8.3
A8.3 4
A8.314
A8.3
A8.3
A8.315
11
10
9
1
7
5
3
13
12
BEDROOM 1
202J
BATHROOM
202C
SHOWER
202DLAUNDRY
202E
BEDROOM 2
202H
MECH.
202F
LIVING
202B
KITCHEN
202A WATER
202G
HALL
203I
WATER
203G
SHOWER
203D
BATHROOM
203C
KITCHEN
203A
LIVING
203B
BEDROOM 1
203H
MECH.
203F
LAUNDRY
205E
BEDROOM 1
205H
MECH.
205F
BATHROOM
205C
SHOWER
205D
WATER
205G
KITCHEN
205A
LIVING
205B
H
C
F
B
G
G
C
I A
E5
F
H
C
J
G
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
096519
113013.08
123661.19
113013.04
064116
113013.01
123623.23
123623.13
220000
011000.01
064116.21
123623.10
230000
220000
113013.09
096519
064116
224100.03
113013.05
123661.19
064116
064116.21
123623.10
011000.01
230000096466.02
123661.19
064116
224100.03
113013.04
064116
113013.08
064116
096519
064116.21
123623.10
220000
096466.02
011000.01
064116.21
123623.10
230000
096466.02
096519
224100.05
123661.19
096519
123661.19
224100.05
096519
123661.19
224100.05
096519
W4
W2
W2
E4
W4
W1
W4
W1
W1
W2
W4
W3 W3 W3 W3
W1
W1
W1
E4E4
E4
W1 W2
W2
W4
W1
W2
W2
W4
W4
W1
W2
W1
W1
W2
W2
1
A5.2
________CDE
5
6
B
7
A1
A5.1
________2
A5.1
________2
A5.2
________
2
A5.3
________
1
A5.3
________
1
A5.4
________
BEDROOM 1
202J
BATHROOM
202C
SHOWER
202DLAUNDRY
202E
BEDROOM 2
202HMECH.
202F
LIVING
202B
KITCHEN
202A
WATER
202G
HALL
203I
WATER
203G
SHOWER
203D
BATHROOM
203C KITCHEN
203A
LIVING
203B
BEDROOM 1
203H
MECH.
203F
LAUNDRY
205E
BEDROOM 1
205H
MECH.
205F
BATHROOM
205C
SHOWER
205D
WATER
205G
KITCHEN
205A
LIVING
205B
38
'
-
0
"
4'
-
0
"
34
'
-
0
"
4'
-
0
"
26
'
-
0
"
4'
-
6
"
3'
-
6
"
54'-0"
14'-0"1"13'-10"1"12'-0"5 1/2"13'-6 1/2"
3'-2 1/4"4'-6"6'-4 3/4"1'-9 1/8"4'-6"4'-8"2'-5"5 7/8"3'-3 15/16"6'-0"2'-9 1/8"6'-3 3/4"4'-6"3'-2 1/4"
9
3
/
4
"
2'
-
5
"
4'
-
9
7
/
8
"
8'
-
0
5
/
8
"
4'
-
9
1
/
4
"
2'
-
5
"
9
3
/
4
"
8'
-
0
"
10
'
-
1
"
3'
-
4
"
6'
-
9
"
3'-1 1/2"9'-11 1/2"
13'-1"
10
'
-
6
1
/
2
"
11
'
-
6
1
/
2
"
7'
-
0
1
/
2
"
3'
-
6
"
6'
-
9
"
4'
-
9
1
/
2
"
5'-0 1/4"
3'
-
5
3
/
4
"
7'-7 1/4"
11'-7 1/2"3'-7 5/8"3'-7 3/8"
18'-10 1/2"
2'-10"
2'
-
2
"
2'-3 1/2"11'-3"
13'-1"
29
'
-
1
"
10
'
-
0
1
/
4
"
7'
-
0
1
/
8
"
12
'
-
0
5
/
8
"
5'
-
2
3
/
8
"
2'
-
9
"
17
'
-
1
0
1
/
8
"
3'
-
3
1
/
2
"
29
'
-
1
"
3'
-
2
1
/
2
"
2'
-
1
1
"
8'
-
0
3
/
8
"
10
'
-
1
1
3
/
8
"
5'-0 1/4"
6'-0"
6'-5 1/2"6'-9 1/2"
13'-3"
12
'
-
3
"
10
'
-
6
1
/
2
"
13
'
-
6
1
/
2
"
3'
-
3
1
/
2
"
5'
-
8
"
3'
-
9
"
7'
-
0
1
/
2
"
3'
-
6
"
2'
-
3
1
/
2
"
11
'
-
3
"
3'
-
2
1
/
2
"
10'-1 1/2"3'-1 1/2"
13'-3"
2'-7 1/2"3'-8 5/8"6'-10 7/8"
13'-3"
E1
W1
E4 E5
W2
E2
W3 W4
GA FILE NO. WP 3267
1 HOUR FIRE -50 TO 54 STC SOUND
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
AIR GAP
METAL PANEL SIDING
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
ENGINEERED WOOD SIDING
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
EFIS SIDING WITH 2" RIGID
INSULATION
ENGINEERED WOOD SIDING
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
SHEATHING EACH SIDE -SEE
STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL BOARD
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
1/2" RESILIENT CHANNEL
5/8" GYPSUM WALL BOARD
EACH SIDE
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
1/2" RESILIENT CHANNEL
5/8" GYPSUM WALL BOARD
E3
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
BATT INSULATION R-21 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
STUCCO FINISH
W5
GA FILE NO. WP 3116
1 HOUR FIRE -55 TO 59 STC SOUND
5/8" GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
2" CONTINUOUS AIR SPACE
5/8" GYPSUM WALL BOARD
GA FILE NO. WP 3247
1 HOUR FIRE
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
5
:
5
6
A
M
A1.9
2ND AND 3RD
FLOOR UNIT
PLANS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/4" = 1'-0"A1.9
1 ENLARGED 2ND AND 3RD FLOOR UNIT1, 2 AND 3 PLANS
1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK,
ETC.
2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL,
STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR
CLARIFICATION.
3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.
4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.
5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT
STONE.
6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE.
8. SEE A1 SERIES FOR WALL TYPES
9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.
10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
GENERAL NOTESKEYED NOTES
011000.01 WASHER & DRYER - EQUIP BY OWNER, N.I.C. TYPE A UNITS INCLUDE A
COMBINATION UNIT
064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
064116.21 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - CLOSET UNIT
096466.02 CARPET FLOORING
096519 RESILIENT TILE FLOORING
113013.01 RESIDENTIAL APPLIANCES - DISHWASHER
113013.04 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - CONTROLLS TO BE LOCATED
IN FRONT OF STOVE TOP
113013.05 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - 20IN RANGE
113013.08 RESIDENTIAL APPLIANCES - REFRIGERATOR
113013.09 RESIDENTIAL APPLIANCES - REFRIGERATOR SMALL 10CF
123623.10 CLOSET SHELF AND ROD
123623.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS & BACKSPLASH
123623.23 MELAMINE SHELVING - PROVIDE SUPPORT AS REQUIRED
123661.19 QUARTS AGGLOMERATE COUNTERTOPS
220000 PLUMBING FIXTURE OR EQUIPMENT - SEE PLUMBING
224100.03 RESIDENTIAL PLUMBING FIXTURES - KITCHEN FAUCET
224100.05 RESIDENTIAL PLUMBING FIXTURES - BATHROOM FAUCET
230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL
1/4" = 1'-0"A1.9
2 ENLARGED 2ND AND 3RD FLOOR UNIT1, 2 AND 3 PLANS DIM.
WALL TYPES
no. description date
DN
F
F
F
F
F F
FSTS
F
F
F
UPF
F
F
F
F
9,754 SF
1ST FLOOR GROSS AREA
529 SF
1 BEDROOM UNIT
417 SF
STUDIO UNIT 830 SF
2 BEDROOM UNIT
10,059 SF
BASEMENT FLOOR AREA
9,961 SF
3RD FLOOR GROSS AREA
9,961 SF
2ND FLOOR GROSS AREA
807 SF
2 BEDROOM UNIT414 SF
STUDIO UNIT
522 SF
1 BEDROOM UNIT
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
6
:
0
3
A
M
A2.1
AREA PLANS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
SQUARE FOOTAGE CALCULATIONS
1ST FLOOR GROSS AREA 9,754 SF
2ND FLOOR GROSS AREA 9,961 SF
3RD FLOOR GROSS AREA 9,961 SF
BASEMENT FLOOR AREA 10,059 SF
2 BEDROOM UNIT 807 SF
STUDIO UNIT 414 SF
1 BEDROOM UNIT 522 SF
PROJECT
NORTH
1/16" = 1'-0"A2.1
2 1ST FLOOR AREA PLAN
1/16" = 1'-0"A2.1
3 1ST FLOOR UNIT AREA PLANS
1/16" = 1'-0"A2.1
1 BASEMENT AREA PLAN
1/16" = 1'-0"A2.1
4 3RD FLOOR AREA PLAN
1/16" = 1'-0"A2.1
5 2ND FLOOR AREA PLAN
PROJECT
NORTH
PROJECT
NORTH
PROJECT
NORTH
1/16" = 1'-0"A2.1
6 BASEMENT UNIT AREA PLANS
no. description date
T.O. FIRST FLOOR
ELEV.100' -0"
T.O SLAB
ELEV.89' -8 3/4"
EGRESS
A
107446.01
RADON MITIGATION SYSTEM
CLASS 1 VAPOR RETARDER
WELL DRAINING GRAVEL
COMPACT BASE
CONCRETE SLAB ON GRADE
FINISH FLOOR
GYPSUM WALL BOARD
2X FRAMING -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION R-21 MIN.
SEE A10 SERIES FLOOR
WINDOW TYPES
STRUCTURAL FLOOR
FRAMING -SEE
STRUCTURAL DRAWINGS
PLYWOOD SUBFLOOR -
SEE STRUCTURAL
DRAWINGS
STRUCTURAL FOOTING
AND STEM WALL -SEE
STRUCTURAL
DRAWINGS
PERIMETER
FOUNDATION DRAIN
SYSTEM
DRAINAGE MATT /
PROTECTION BOARD
COMPACT BASE
PRE-FABRICATED METAL
EGRESS WINDOW WELL
WITH LADDER
WATERPROOFING
FIRE EXTINGUISHER CABINET
SEE FLOOR PLAN FOR WALL TYPE
RECESSED
NOTE: SIMILAR CONDITION FOR ELECTRICAL PANELS & VALVE BOXES
4'
-
0
"
A
F
F
T
O
C
E
N
T
E
R
O
F
H
A
N
D
L
E
AT
F
I
R
E
E
X
T
I
N
G
U
I
S
H
E
R
VE
R
I
F
Y
W
I
T
H
M
A
N
U
F
A
C
T
U
R
E
R
2'
-
0
"
H.
X
1
0
1
/
2
"
W
.
X
4
"
D
.
(
O
.
R
.
)
DOUBLE 2X WOOD BLOCKING FOR
WALL CABINETS, GRAB BARS AND
LARGER ITEMS
SINGLE 2X6 WOOD BLOCKING FOR
ALL MOUNTED TOILET
ACCESSORIES, LOWER CASEWORK
AND SMALLER ITEMS
A
B
DOUBLE STUDS @
JAMBS SILL BELOW
& HEAD ABOVE
TYP. HEADER
CONSTRUCTION -SEE
STRUCTURAL DRAWINGS
FASTEN HEADER TO STUDS
DOUBLE STUDS
AT JAMBS
TRIPLE JOIST
HEADER
CONTINUOUS DEFLECTION
STUD
SECTION A SECTION B
CA
B
.
H
T
.
CA
B
.
H
T
.
CA
B
.
H
T
.
1
1
/
2
"
C L
1
1
/
2
"
1
1
/
2
"
C L
C L
1
1
/
2
"
C L
SEE DETAIL 3/A2.1
FOR BACKING PLATES
WITHIN WALL
INSTALL BASE AT
CABINETS -SEE
RM. FINISH SCHED.
WALL CABINET -
SEE INT. ELEV.
SEE DETAIL 3/A2.1
FOR BACKING PLATES
WITHIN WALL
BASE CABINET -
SEE INT. ELEV.
INSTALL BASE AT
CABINETS -SEE
RM. FINISH SCHED.
INTERIOR TRIM PACKAGE
1X
1X4
1X6
1X4
1X6
1X4
1X4
3/4"
3
1
/
2
"
A - RUNNING
BASE TRIM
B - SILL TRIM C - HEAD TRIM
3/
4
"
3
1
/
2
"
3/4"1/2"3/4"
5
1
/
2
"
D - STANDING
TRIM
3/4"
3
1
/
2
"
EASED
EDGE
EASED
EDGE
EASED
EDGE
EASED
EDGE
TRIM TO BE SANDED AND PAINTED MEDIUM DENSITY FIBERBOARD (MDF)
SINGLE PLY MEMBRANE
ROOFING
ROOF SYSTEM 1, SEE
ROOF PLAN
VARIES
ROOF MFR PRE-MOLDED
PIPE SEAL W/ INTEGRAL
INTACT RIB
ROOF SEALANT
S.S. DRAW BAND
HOT-AIR WELD
ROOF SEALANT
INSULATION -AS PER
ROOFING SYSTEM
T.O. FIRST FLOOR
ELEV.100' -0"
A
2X FRAMING -SEE STRUCTURAL DRAWINGS
STONE FACIA -SEE WALL TYPES
AIR SPACE FOR UTILITIES
PLYWOOD SHEATHING -SEE STRUCTURAL DRAWINGS
SILL STONE -SLOPE AWAY FROM STRUCTURE
PRE-FINISHED METAL FLASHING WITH DRIP EDGE
EFIS SIDING WITH 3" RIGID INSULATION
AIR INFILTRATION BARRIER LAP OVER FLASHING
GYPSUM BOARD SHEATHING -SEE STRUCTURAL
DRAWINGS
CONCRETE STEM WALL -SEE STRUCTURAL
DRAWINGS
DOUBLE LAYER OF 5/8" TYPE 'X' GYPSUM
BOARD CEILING -SEE CR SHEETS FOR FIRE
RATINGS
STRUCTURAL FRAMING -SEE STRUCTURAL DRAWINGS
CONCRETE TOPPING SLAB
RELIENT CHANNEL
GYPSUM WALL BOARD
APPROXIMATE LINE OF GRADE -SLOPE AWAY
FROM STRUCTURE
NUMBER NAME FLOOR BASE
WALLS CEILING
REMARKSNORTH EAST SOUTH WEST FINISH HEIGHT (+/-)
CORE
001 BASEMENT CORRIDOR F3 B1 W3 W3 W3 W3 C1 8' - 11 3/8"
002 BASEMENT STAIR A F3 B1 W3 W3 W3 W3 C1 8' - 11 3/8"
003 BASEMENT STAIR B F3 B1 W3 W3 W3 W3 C1 8' - 11 3/8"
004 BASEMENT UTILITY F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
005 BASEMENT UTILITY F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
101 FIRST FLOOR CORRIDOR F3 B1 W3 W3 W3 W3 C1 8' - 11 3/8"
102 FIRST FLOOR STAIR A F3 B1 W3 W3 W3 W3 C1 8' - 11 3/8"
103 FIRST FLOOR STAIR B F3 B1 W3 W3 W3 W3 C1 8' - 11 3/8"
104 FIRST FLOOR UTILITY F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
105 FIRST FLOOR UTILITY F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
106 FIRST FLOOR UTILITY F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
201 SECOND FLOOR CORRIDOR F3 B1 W3 W3 W3 W3 C1 8' - 11 3/8"
202 SECOND FLOOR STAIRWELL A F3 B1 W3 W3 W3 W3 C1 8' - 11 3/8"
203 SECOND FLOOR STAIRWELL B F3 B1 W3 W3 W3 W3 C1 8' - 11 3/8"
204 SECOND FLOOR UTILITY F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
205 SECOND FLOOR UTILITY F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
301 THIRD FLOOR CORRIDOR F3 B1 W3 W3 W3 W3 C1 8' - 11 3/8"
302 THIRD FLOOR STAIRWELL A F3 B1 W3 W3 W3 W3 C1 8' - 11 3/8"
303 THIRS FLOOR STAIR WELL B F3 B1 W3 W3 W3 W3 C1 8' - 11 3/8"
304 THIRD FLOOR UTILITY F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
305 THIRD FLOOR UTILITY F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
UNIT 001 - TYPICAL UNIT 2
001A KITCHEN F1 B1 W1,W2 W1,W2 N/A W1 C1 8' - 11 3/8"
001B LIVING F1 B1 N/A W1 W1 W1 C1 8' - 11 3/8"
001C BATHROOM F2 B2 W1 W1 W1 W1 C1 8' - 11 3/8"
001D SHOWER F2,N/A N/A N/A W2 W2 W2 C1 8' - 11 3/8" 1
001E LAUNDRY F1 B1 W1 N/A W1 W1 C1 8' - 11 3/8"
001F MECH. F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
001G WATER F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
001H BEDROOM 1 F4 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
001I HALL F1 B1 W1 W1 W1 N/A C1 8' - 11 3/8"
001J BEDROOM 2 F4 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
UNIT 003 - TYPICAL UNIT STUDIO
003A KITCHEN F1 B1 W1 W1,W2 W1 N/A C1 8' - 11 3/8"
003B LIVING F1 B1 W1 N/A N/A W1 C1 8' - 11 3/8"
003C BATHROOM F1 B2 W1 W1 W1 W1 C1 8' - 11 3/8"
003D SHOWER F2 N/A W2 W2 N/A W2 C1 8' - 11 3/8" 1
003E LAUNDRY F1 B1 N/A W1 W1 N/A C1 8' - 11 3/8"
003F MECH. F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
003G WATER F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
003H BEDROOM 1 F1 B1 N/A W1 W1 W1 C1 8' - 11 3/8"
003I HALL F1 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
UNIT 004 - TYPICAL UNIT 1
004A KITCHEN F1 B1 N/A W1,W2 W1 W1 C1 8' - 11 3/8"
004B LIVING F1 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
004C BATHROOM F1 B2 W1 W1 W1 W1 C1 8' - 11 3/8"
004D SHOWER F2 N/A W2 W2 W2 W2 C1 8' - 11 3/8" 1
004E LAUNDRY F1 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
004F MECH. F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
004G WATER F3 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
004H BEDROOM 1 F4 B1 W1 W1 W1 W1 C1 8' - 11 3/8"
1. PROVIDE DESIGNATED BASE AROUND BOTTOM OF CABINETS, UNLESS OTHERWISE
NOTED.
2. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
3. SEE A8 SERIES FOR INTERIOR ELEVATIONS FOR TRIM, CASEWORK, TOILET ACCESSORIES,
ETC.
4. PROVIDE FLOOR FILLER AS REQUIRED TO PREPARE SLABS FOR FINISH FLOORING.
5. USE WATER RESISTANT G.W.B. IN ALL WET AREAS INDICATED TO RECIEVE G.W.B. -
JANITOR AREAS & TOILET ROOMS @ FIXTURE WALLS ONLY.
6. PROVIDE IN-WALL BLOCKING/BACKING FOR WALL MOUNTED ITEMS - SEE DETAIL 8/A2.2.
7. PROVIDE BACKER BOARD BEHIND ALL TILE WALL FINISHES - DELETE G.W.B.
GENERAL NOTESROOM FINISH
ROOM FINISH SCHEDULE
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
6
:
0
5
A
M
A2.2
FINISH
SCHEDULE &
BUILDING
DETAILS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
FLOOR
F1 RESILIENT PLANK FLOORING
F2 CERAMIC TILE
F3 SEALED CONCRETE
F4 CARPET
BASE
B1 4" PAINTED MDF
B2 PROFILED RESILIENT WALL BASE
WALL
W1 PAINTING - TEXTURED TYPE 'X' GYPSUM BOARD
W2 CERAMIC TILE OVER BACKER BOARD
W3 STUCCO FINISH OVER TYPE 'X' GYPSUM SHEATHING
CEILING
C1 PAINTED, TEXTURED TYPE 'X' GYPSUM BOARD
1/2" = 1'-0"A2.2
1 EGRESS WINDOW DETAIL
1 1/2" = 1'-0"A2.2
4 TYPICAL FIRE EXTINGUISHER
NOT TO SCALEA2.2
6 WOOD STUD BACKING DETAIL
1/4" = 1'-0"A2.2
2 TYPICAL FRAMING DETAIL
1/2" = 1'-0"A2.2
5 TYPICAL FRAMING DETAIL Copy 1
1/4" = 1'-0"A2.2
7 INTERIOR TRIM PACKAGE
3" = 1'-0"A2.2
9 TRIM - INTERIOR DETAILS
1 1/2" = 1'-0"A2.2
3 ROOF VENT DETAIL @ MEMBRANE ROOF
1/2" = 1'-0"A2.2
8 EXTERIOR UTILITY CHASE DETAIL
1. PROVIDE WALL AND FLOOR TILE IN THE TYPE A UNITS ONLY. ALL OTHER SHOWERS TO BE
STANDARD SIZE 30" X 60" INSERTS.
FINISH SCHEDULE REMARKS
no. description date
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
1
A5.2
________C D E F H
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. PARAPET FRAMING
ELEV.134' -0"
GB
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
A I J K1
A5.1
________2
A5.1
________2
A5.2
________
B
B
075419
072413
062013.01
072413
075419
062013.01
072413
062013.01
074213
042613
075419
072413
074213074213
042613 042613062013.01
062013.01
062013.01
062013.01
062013.01
062013.01
EGRESS
A
EGRESS
A
E4
E8
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
E1
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
E11
E7
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
230000
230000
260000
230000
260000
260000
260000
260000
260000055213.01
055213.01
055213.01
055213.01
230000230000
062013.01
072413
072413 072413
072413
107446.01
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
1
T.O. PARAPET FRAMING
ELEV.134' -0"
4 5 826
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
731
A6.1
________2
A5.4
________2
A5.3
________1
A5.3
________1
A5.4
________
E3
072413
074213
074213
075419
072413072413
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
042613
260000
260000
260000
075419
107446.01
107446.01
EGRESS
A
EGRESS
A
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
6
:
5
1
A
M
A3.1
EXTERIOR
ELEVATIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/8" = 1'-0"A3.1
2 SOUTH ELEVATION
1/8" = 1'-0"A3.1
1 WEST ELEVATION
1. SEE A6 SERIES FOR WALL SECTIONS.
2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
3. ALL VAPOR BARRIERS MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS.
4. COORDINATE THE INSTALLATION OF ALL MATERIALS WITH OTHER TRADES.
GENERAL NOTES
KEYED NOTES
042613 ADHERED MASONRY VENEER
055213.01 METAL GUARD RAIL
062013.01 FIBER CEMENT PLANK SIDING
072413 EXTERIOR INSULATION FINISH SYSTEM (EIFS) - DRYVIT OUTSULATION SYSTEM -
OR EQUAL
074213 METAL WALL PANELS
075419 80 MIL POLYVINYL-CHLORIDE (PVC) ROOFING
107446.01 METAL EGRESS WINDOW WELL W/ ACESS LADDER
230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL
260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL
no. description date
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
1
T.O. PARAPET FRAMING
ELEV.134' -0"
458 26
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
7 3 1
A6.1
________2
A5.4
________2
A5.3
________1
A5.3
________1
A5.4
________
072413
074213
074213
072413
072413
042613
075419
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
260000
260000
260000
107446.01 107446.01
EGRESS
A
EGRESS
A
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
1
A5.2
________CDEFH
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. BEARING 130' -9 3/4"
ELEV.130' -9 3/4"
T.O. PARAPET FRAMING
ELEV.134' -0"
G B
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
AIJK1
A5.1
________2
A5.1
________2
A5.2
________
072413
075419
B
B
074213
042613 042613
062013.01
072413
075419
062013.01
074213
072413
075419
042613
062013.01
062013.01062013.01
062013.01
062013.01
EGRESS
A
E11
EGRESS
A
E6
EGRESS
A
EGRESS
A
E2
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
E9
E5
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
230000
230000
260000260000
260000
230000
230000
230000
055213.01
055213.01
055213.01
055213.01
072413
072413
072413
072413
072413
074213
075419
107446.01 107446.01
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
7
:
3
6
A
M
A3.2
EXTERIOR
ELEVATIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/8" = 1'-0"A3.2
1 EAST ELEVATION
1/8" = 1'-0"A3.2
2 NORTH ELEVATION
1. SEE A6 SERIES FOR WALL SECTIONS.
2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
3. ALL VAPOR BARRIERS MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS.
4. COORDINATE THE INSTALLATION OF ALL MATERIALS WITH OTHER TRADES.
GENERAL NOTES
KEYED NOTES
042613 ADHERED MASONRY VENEER
055213.01 METAL GUARD RAIL
062013.01 FIBER CEMENT PLANK SIDING
072413 EXTERIOR INSULATION FINISH SYSTEM (EIFS) - DRYVIT OUTSULATION SYSTEM - OR
EQUAL
074213 METAL WALL PANELS
075419 80 MIL POLYVINYL-CHLORIDE (PVC) ROOFING
107446.01 METAL EGRESS WINDOW WELL W/ ACESS LADDER
230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL
260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL
no. description date
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
8
:
1
6
A
M
A3.3
EXTERIOR
PERSPECTIVES
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
A3.3
3 NORTHWEST PERSPECTIVE
A3.3
1 SOUTH PERSPECTIVE
A3.3
2 SOUTHWEST PERSPECTIVE
A3.3
4 WEST PERSPECTIVE
A3.3
5 NORTHEAST PERSPECTIVE
A3.3
6 NORTHWEST BIRDSEYE
THIS IMAGE IS CONCEPTUAL , FOR REFRENCE ONLY, AND MAY NOT COINCIDE WITH THE
CONSTRUCTION DOCUMENTS
THIS IMAGE IS CONCEPTUAL , FOR REFRENCE ONLY, AND MAY NOT COINCIDE WITH THE
CONSTRUCTION DOCUMENTS THIS IMAGE IS CONCEPTUAL , FOR REFRENCE ONLY, AND MAY NOT COINCIDE WITH THE
CONSTRUCTION DOCUMENTS
THIS IMAGE IS CONCEPTUAL , FOR REFRENCE ONLY, AND MAY NOT COINCIDE WITH THE
CONSTRUCTION DOCUMENTS
THIS IMAGE IS CONCEPTUAL , FOR REFRENCE ONLY, AND MAY NOT COINCIDE WITH THE
CONSTRUCTION DOCUMENTS
THIS IMAGE IS CONCEPTUAL , FOR REFRENCE ONLY, AND MAY NOT COINCIDE WITH THE
CONSTRUCTION DOCUMENTS
no. description date
.ROOF & CRICKET
SLOPE
MECHANICAL
EQUIPMENT & ROOF
PENETRATIONS
ROOF DRAINS
ROOF ACCESS HATCH
MEMBRANE
STRUCTURE -SEE STRUCTURAL
DRAWINGS
DOUBLE LAYER OF TYPE "X" GYPSUM
WALL BOARD
1 LOW SLOPE MEMBRANE ROOF
PLYWOOD SHEATHING -SEE
STRUCTURAL DRAWINGS
TAPERED BOARD INSULATION R-40 MIN.
1/2" COVER BOARD
1
A5.2
________
1
A5.2
________
C
C
D
D
E
E
F
F
H
H
1 1
________1
A3.2
________2
A3.1
________1
A3.1
4
4
5 5
8 8
2 2
G
G
6 6
B
B
7 7
3 3
A
A
I
I
J
J
K
K
________2
A3.2
1
A5.1
________
1
A5.1
________
2
A5.1
________
2
A5.1
________2
A5.2
________
2
A5.2
________
2
A5.4
________2
A5.4
________
2
A5.3
________2
A5.3
________
1
A5.3
________1
A5.3
________
1
A5.4
________1
A5.4
________
1/
4
"
/
1
2
"
1/
4
"
/
1
2
"
1/
4
"
/
1
2
"
1/4" / 12"
1/
4
"
/
1
2
"
1/
4
"
/
1
2
"
1/
4
"
/
1
2
"
1/
4
"
/
1
2
"
1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"
1/
4
"
/
1
2
"
1 /4 " / 1 2 "
1
/
4
"
/
1
2
"
1 /4 " / 1 2 "
1
1
1
1
075419
220000
220000
220000
220000
075419
075419
075419
1 2 '-1 0 3 /4 "
1 /4 " / 1 2 "
1 /4 " / 1 2 "
1
1
075419075419 075419
075419
075419
075419
1
1
1 1
1 /4 " / 1 2 "
1 2 '-1 0 3 /8 "
107446.01
107446.01
107446.01
107446.02
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
8
:
1
9
A
M
A4.1
ROOF PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
GENERAL NOTES
1. LOW SLOPE ROOF: MIN. ROOF SLOPE IS 1/4" PER FOOT. MIN. ROOF CRICKET SLOPE 1/2"
PER FOOT UNLESS NOTED OTHERWISE.
2. REFER TO MECHANICAL DRAWINGS FOR NUMBER AND LOCATION OF V.T.R.'s, EXHAUST
VENTS, ROOF DRAINS, MISC. ROOF PENETRATIONS AND ADDITIONAL INFORMATION.
PROVIDE CRICKETS BEHIND CURBS ON SLOPED ROOFS.
3. VERIFY EXACT NUMBER OF V.T.R.'s AND OTHER ROOF MOUNTED EQUIPMENT WITH
MECHANICAL DRAWINGS. NOT ALL ARE SHOWN.
4. ROOFING CONTRACTOR TO USE APPROPRIATE MANUFACTURER'S DETAILS @ V.T.R.'s,
MECH. CURBS, ETC. TO OBTAIN/MAINTAIN ROOF WARRANTIES. FOLLOW ROOFING MFR.
SYSTEM REQUIREMENTS FOR ALL TERMINATIONS AND SEAMS.
5. WHERE VAPOR BARRIER IS PENETRATED AND AT PERIMETERS OF VAPOR BARRIER,
ENSURE VAPOR BARRIERS ARE SEALED TIGHT.
6. REFER TO ELECTRICAL DRAWINGS FOR ALL CONDUIT PENETRATIONS REQUIRED AT
ROOF.
7. REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING MEMBERS AND DETAILS.
8. PROVIDE MIN. 12" WIDE SPLICE PLATE BENEATH ALL JOINTS IN PARAPET COPING
ROOF SYSTEMS
ROOF LEGEND
KEYED NOTES
075419 80 MIL POLYVINYL-CHLORIDE (PVC) ROOFING
107446.01 METAL EGRESS WINDOW WELL W/ ACESS LADDER
107446.02 METAL WINDOW WELL FOR VENTING
220000 PLUMBING FIXTURE OR EQUIPMENT - SEE PLUMBING
1/8" = 1'-0"A4.1
1 ROOF PLAN
no. description date
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. PARAPET FRAMING
ELEV.134' -0"
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
71
A5.3
________
SHEATHING -SEE
STRUCTURAL DRAWINGS
ROOF MEMBRANE WRAP UP AND
OVER PARAPET WALL
SHEATHING -SEE STRUCTURAL
DRAWINGS
2X FRAMING -SEE STRUCTURAL
DRAWINGS
CLOSED CELL POLYURETHANE SPRAY
FOAM INSULATION R-30 MIN.
SHEATHING -SEE
STRUCTURAL DRAWINGS
BLOCKING
PRE -FINISHED METAL PARAPET CAP
WITH DRIP EDGE
SHEATHING -SEE STRUCTURAL DRAWINGS
AIR INFILTRATION BARRIER -TAPE SEAMS
METAL WALL PANELS
ROOF FRAMING -SEE STRUCTURAL DRAWINGS
DOUBLE LAYER OF TYPE X GYPSUM BOARD
STRUCTURAL HEADER -SEE STRUCTURAL
DRAWINGS
BATT INSULATION R21 MIN.
ALUMINUM CLAD WOOD WINDOW-SEE A10
SERIES FOR WINDOW TYPES
GYPSUM WALL BOARD
SHEATHING -SEE STRUCTURAL DRAWINGS
COVER BOARD
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. PARAPET FRAMING
ELEV.134' -0"
86
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
ROOF FRAMING -SEE STRUCTURAL DRAWINGS
TWO LAYERS OF 5/8" TYPE X GYPSUM BOARD
STRUCTURAL HEADER -SEE STRUCTURAL
DRAWINGS
BATT INSULATION R21 MIN.
SLIDING GLASS DOOR -SEE A10 SERIES FOR
DOOR TYPES
GYPSUM WALL BOARD
SHEATHING -SEE STRUCTURAL DRAWINGS
SHEATHING -SEE
STRUCTURAL DRAWINGS
ROOF MEMBRANE WRAP UP WALL
2' MIN.
SHEATHING -SEE STRUCTURAL
DRAWINGS
2X FRAMING -SEE STRUCTURAL
DRAWINGS
CLOSED CELL POLYURETHANE SPRAY
FOAM INSULATION R-30 MIN.
COVER BOARD
SHEATHING -SEE STRUCTURAL DRAWINGS
BLOCKING
PRE-FINISHED MEAL PARAPET CAP WITH
DRIP EDGE
AIR INFILTRATION BARRIER
FIBER CEMENT SIDING
ROOF MEMBRANE WRAP UP
AND OVER PARAPET WALL
DOUBLE LAYER OF TYPE X GYPSUM SHEATHING
ROOF FRAMING -SEE STRUCTURAL DRAWINGS
PRE-FINISHED METAL FLASHING
WITH DRIP EDGE TO MATCH EFIS
EFIS SIDING WITH 3" RIGID
INSULATION
AIR INFILTRATION BARRIER
FIBER CEMENT PLANK SIDING
PRE FINISHED METAL DRIP FLASHING
STUCCO SKIM COAT
PRE-FINISHED METAL
FLASHING WITH DRIP EDGE
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
8
SHEATHING -SEE
STRUCTURAL DRAWINGS
ROOF MEMBRANE WRAP UP WALL 2' MIN.
CLOSED CELL POLYURETHANE SPRAY
FOAM INSULATION R-30 MIN.
ROOF FRAMING -SEE STRUCTURAL DRAWINGS
DOUBLE LAYER OF TYPE X GYPSUM BOARD
BATT INSULATION R21 MIN.
GYPSUM WALL BOARD
SHEATHING -SEE STRUCTURAL DRAWINGS
COVER BOARD
FIBER CEMENT SIDING
PRE-FINISHED METAL
FLASHING WITH DRIP EDGE
EFIS SIDING WITH 3" RIGID
INSULATION
PRE-FINISHED METAL FLASHING WITH
DRIP EDGE
AIR INFILTRATION BARRIER
C
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. PARAPET FRAMING
ELEV.134' -0"
B
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
BLOCKING
PRE-FINISHED METAL PARAPET CAP
WITH DRIP EDGE
AIR INFILTRATION BARRIER
SHEATHING -SEE STRUCTURAL
DRAWINGS
ROOF MEMBRANE WRAP UP
AND OVER PARAPET WALL
PRE-FINISHED METAL
FLASHING WITH DRIP EDGE
EFIS SIDING WITH 3" RIGID
INSULATION
ROOF FRAMING -SEE STRUCTURAL DRAWINGS
DOUBLE LAYER OF TYPE X GYPSUM BOARD
FIBERGLASS BATT INSULATION R21 MIN.
GYPSUM WALL BOARD
SHEATHING -SEE
STRUCTURAL DRAWINGS
2X FRAMING -SEE
STRUCTURAL DRAWINGS
EFIS SIDING WITH 3"
RIGID INSULATION
SHEATHING -SEE
STRUCTURAL DRAWINGS
2X FRAMING -SEE
STRUCTURAL DRAWINGS
ROOF FRAMING -SEE
STRUCTURAL DRAWINGS
DOUBLE LAYER OF TYPE
'X' GYPSUM BOARD
FIBER CEMENT SIDING
GYPSUM BOARD CEILING ON FRAMING
AIR SPACE TO ALLOW FOR MECHANICAL
EQUIPMENT -SEE MECHANICAL DRAWINGS
STUCCO FINISH
AIR INFILTRATION BARRIER
2 '-0 "
SECTION AT LADDER
WALL
ROOF TYPE 1 -
SEE A4.1 ROOF PLAN
BUILDING INSULATION
ROOF HATCH GUARDRAIL - SEE SPECS.
STRUCTURAL FRAMING - SEE STRUCTURAL
36" X 36" ROOF HATCH W/ INTEGRATED CURB,
INSTALL PER MANUFACTURE
RECOMMENDATIONS - SEE SPECS.
PRE-FABRICATED
LADDER - SEE SPECS.
LADDER RUNG @ 1'-0" O.C.,
4'-0" RAIL-TO-RAIL, TYP.
5/8" TYPE 'X' G.W.B.
WOOD STUD WALL - SEE WALL TYPES
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
8
:
2
0
A
M
A4.2
ROOF DETAILS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1. PROVIDE BACKING PLATES IN STUD WALLS FOR ALL TOILET ACCESSORIES, CASEWORK,
ETC.
2. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL,
STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS, CONTACT ARCHITECT FOR
CLARIFICATION.
3. ALL G.W.B. TO BE 5/8" UNLESS NOTED OTHERWISE.
4. USE WATER RESISTANT G.W.B. IN ALL WET AREAS.
5. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIAL, EXCEPT
STONE.
6. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
7. LOCATE DOOR R.O. 3" FROM ADJACENT STUD WALL UNLESS NOTED OTHERWISE.
8. SEE A1 SERIES FOR WALL TYPES
9. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE.
10. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
11. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
GENERAL NOTES
1" = 1'-0"A4.2
1 ROOF DETAIL @ GRID 7
1" = 1'-0"A4.2
2 ROOF DETAIL @ GRID 6,8
1" = 1'-0"A4.2
3 ROOF DETAIL @ GRID 8
1" = 1'-0"A4.2
4 ROOF DETAIL @ GRID B,C
1" = 1'-0"A4.2
5 ROOF HATCH DETAIL
no. description date
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
1
T.O. PARAPET FRAMING
ELEV.134' -0"
4 5 826
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
732
A5.4
________2
A5.3
________1
A5.3
________1
A5.4
________________4
A6.1
________1
A2.2
004001I001H
EGRESS
A
H C
EGRESS
A
EGRESS
A
CJ H
EGRESS
A
J
092900 092900
074213
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
C
C
CC
C
CH J
H J
JH J H
HJ
J H
301H 301I 301J
304
302J 302I 302H
202H202I202J
204
201J201I201H
101H 101I 101J 104 102J 102I 102H
002H002I001J002J
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
092900
092900
092900
092900
092900
092900
092900
092900
092900
092900
092900
092900 092900
092900092900
092900 092900
T.O. FOOTING
ELEV.89' -0 3/4"
312113 312113
061600.01
334600
107446.01
107446.01
334600
312000.01
312000.01
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
1
T.O. PARAPET FRAMING
ELEV.134' -0"
4 5 826
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
732
A5.4
________2
A5.3
________1
A5.3
________1
A5.4
________________3
A6.1
________1
A6.2
001B 001A 001 002A 002B
304
204
104
EGRESS
A
C
004
C
EGRESS
A
072413
072413
072413
092900
092900
072413
072413
072413
064116
113013.010
093013.01
123661.19
092900
1 0 '-3 1 /4 "
1 0 '-3 1 /4 "
1 0 '-3 1 /4 "
9 '-1 1 /8 "
9 '-1 1 /8 "
9 '-1 1 /8 "
9 "
C
CC
C
C C
E9
E5
EGRESS
A
EGRESS
A
E4
E8
101B 101A 101 102A 102B
202B202A201201A201B
301B 301A 301 302A 302B
113013.01
113013.04
092900
092900
092900
064116
113013.010
093013.01
123661.19
113013.01
113013.04
092900
064116
113013.010
093013.01
123661.19
113013.01
113013.04
092900
092900064116
064116.21
093013.01
123661.19
113013.01
113013.04
113013.08
113013.08
113013.08
113013.08
092900 064116
113013.010
093013.01
123661.19
113013.08
113013.04
113013.01
113013.04
113013.08
113013.01
123661.19
093013.01
113013.010
064116092900
092900
092900
092900
113013.04
113013.08
113013.01
123661.19
093013.01
113013.010
064116092900
092900
096519
113013.08
113013.01
123661.19
093013.01
113013.010
064116
230000
230000
230000230000
230000
230000
T.O. FOOTING
ELEV.89' -0 3/4"
312113312113
061600.01
107446.01107446.01
334600 334600
230000
230000
3 5 '-0 "
312000.01312000.01
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
8
:
2
5
A
M
A5.1
BUILDING
SECTIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
GENERAL NOTES
1. SEE A1 SERIES FOR WALL TYPES.
2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
3. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
4. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL
AND STRUCTURAL, CONTACT ARCHITECT FOR CLARIFICATION.
5. ALL G.W.B. TO BE 1/2".
6. SEE STRUCTURAL DRAWINGS FOR CONTROL JOINTS IN ON GRADE SLABS,EXCEPT STONE
7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIALS
8. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
9. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL CASEWORK, TOILET
ACCESSORIES AND OTHER WALL MOUNTED ITEMS.
1/8" = 1'-0"A5.1
1 BUILDING SECTION A
1/8" = 1'-0"A5.1
2 BUILDING SECTION B
KEYED NOTES
061600.01 DRAFTSTOP PER IBC SECTIONS 708.4.2 AND 718.4
064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
064116.21 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - CLOSET UNIT
072413 EXTERIOR INSULATION FINISH SYSTEM (EIFS) - DRYVIT OUTSULATION SYSTEM - OR
EQUAL
074213 METAL WALL PANELS
092900 GYPSUM BOARD
093013.01 CERAMIC TILING - WALL TILE
096519 RESILIENT TILE FLOORING
107446.01 METAL EGRESS WINDOW WELL W/ ACESS LADDER
113013.01 RESIDENTIAL APPLIANCES - DISHWASHER
113013.04 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - CONTROLLS TO BE LOCATED
IN FRONT OF STOVE TOP
113013.08 RESIDENTIAL APPLIANCES - REFRIGERATOR
113013.010 RESIDENTIAL APPLIANCES - ABOVE RANGE MICROWAVE WITH VENT
123661.19 QUARTS AGGLOMERATE COUNTERTOPS
230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL
312000.01 GRADE - SLOPE AWAY FROM BUILDING MINIMUM 1/2" PER FOOT AND 2% AT WALKS
- SEE CIVIL DWGS
312113 RADON MITIGATION SYSTEM
334600 SUBDRAINAGE - FOUNDATION PERIMETER DRAIN
no. description date
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
1
T.O. PARAPET FRAMING
ELEV.134' -0"
4 5 826
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
732
A5.4
________2
A5.3
________1
A5.3
________1
A5.4
________
002 001
003I
003A 003H
304EGRESS
B
EGRESS
B
002 G092900
092900
075419
062013.01220000
064116
113013.010
093013.01
104
204
004
102 101
103I
103A
203H203A203I201202
302 301 303I 303A 303H
E1
G
G
G
102
202
302
072413
011000.01 064116
113013.010
113013.05
113013.09
011000.01
064116
113013.010
113013.05
123661.19
113013.09
113013.01
113013.01
064116
113013.010
113013.05
113013.09
092900
092900
092900
113013.05
113013.09
113013.01
011000.01
092900
092900
092900
T.O. FOOTING
ELEV.89' -0 3/4"
312113 312113
061600.01
334600 334600
093013.01
123661.19
093013.01
064116
093013.01
8 "
312000.01312000.01
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
1
T.O. PARAPET FRAMING
ELEV.134' -0"
4 5 826
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
732
A5.4
________2
A5.3
________1
A5.3
________1
A5.4
________________2
A6.2
005H005A005B001004B004A004H
304
204
F H B B H F
062013.01
074213
075419
092900
092900
092900
092900
092900092900 092900 092900
064116
113013.010
093013.01
062013.01
062013.01
075419
104
004
104H 104A 104B 101 105B 105A 105H
205H205A205B201204B204A204H
304H 304A 304B 301 305B 305A 305H
FF
F
F H
H
H B B
B B
B B FH
FH
H
064116
093013.01
113013.08
113013.01
113013.010
113013.04
011000.01
064116.21
092900
092900
064116
093013.01
113013.08
113013.01
064116
093013.01
113013.08
113013.01
092900
064116
093013.01
113013.08
113013.01
092900
092900
092900
113013.010
011000.01
064116.21
113013.04
113013.010
011000.01
064116.21
113013.04
113013.010
011000.01
064116.21
113013.04113013.01
064116
093013.01
113013.08
113013.01
092900
092900
064116
093013.01
113013.08
113013.01
064116
093013.01
113013.08
093013.01
092900
T.O. FOOTING
ELEV.89' -0 3/4"
312113312113
061600.01
334600
334600
8 "
312000.01312000.01
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
8
:
3
0
A
M
A5.2
BUILDING
SECTIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
GENERAL NOTES
1. SEE A1 SERIES FOR WALL TYPES.
2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
3. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
4. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL
AND STRUCTURAL, CONTACT ARCHITECT FOR CLARIFICATION.
5. ALL G.W.B. TO BE 1/2".
6. SEE STRUCTURAL DRAWINGS FOR CONTROL JOINTS IN ON GRADE SLABS,EXCEPT STONE
7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIALS
8. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
9. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL CASEWORK, TOILET
ACCESSORIES AND OTHER WALL MOUNTED ITEMS.
1/8" = 1'-0"A5.2
1 BUILDING SECTION C
1/8" = 1'-0"A5.2
2 BUILDING SECTION D
KEYED NOTES
011000.01 WASHER & DRYER - EQUIP BY OWNER, N.I.C. TYPE A UNITS INCLUDE A
COMBINATION UNIT
061600.01 DRAFTSTOP PER IBC SECTIONS 708.4.2 AND 718.4
062013.01 FIBER CEMENT PLANK SIDING
064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
064116.21 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - CLOSET UNIT
072413 EXTERIOR INSULATION FINISH SYSTEM (EIFS) - DRYVIT OUTSULATION SYSTEM -
OR EQUAL
074213 METAL WALL PANELS
075419 80 MIL POLYVINYL-CHLORIDE (PVC) ROOFING
092900 GYPSUM BOARD
093013.01 CERAMIC TILING - WALL TILE
113013.01 RESIDENTIAL APPLIANCES - DISHWASHER
113013.04 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - CONTROLLS TO BE LOCATED
IN FRONT OF STOVE TOP
113013.05 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - 20IN RANGE
113013.08 RESIDENTIAL APPLIANCES - REFRIGERATOR
113013.09 RESIDENTIAL APPLIANCES - REFRIGERATOR SMALL 10CF
113013.010 RESIDENTIAL APPLIANCES - ABOVE RANGE MICROWAVE WITH VENT
123661.19 QUARTS AGGLOMERATE COUNTERTOPS
220000 PLUMBING FIXTURE OR EQUIPMENT - SEE PLUMBING
312000.01 GRADE - SLOPE AWAY FROM BUILDING MINIMUM 1/2" PER FOOT AND 2% AT WALKS
- SEE CIVIL DWGS
312113 RADON MITIGATION SYSTEM
334600 SUBDRAINAGE - FOUNDATION PERIMETER DRAIN
no. description date
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
1
A5.2
________CDEFH
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. PARAPET FRAMING
ELEV.134' -0"
G B
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
AIJK1
A5.1
________2
A5.1
________2
A5.2
________________4
A6.2
072413
002C002I002B003A003B005A007D007A009A011D011A003013B013I013C
092900 092900 092900 092900 092900 092900 092900 092900 092900 092900 092900 092900 092900
092900
093013.03
093013.03
092900 092900 092900
093013.03
093013.03
ABBBBJA003 JI C
064116
113013.08
093013.01
224100.03
123661.19
B
B B
B
B
B
103
A
AJ
J
J A
203
B BB B
B
B A
A
A J
J
J
113C 113I 113B 103 111A 109D 109A 107A 105D 105A 103B 103A 102B 102I 102C
202C202I202B203A203B205A205D207D207A209A209D211D211A203213B213I213C
313C 313I 313B 303 311A 311D 309D 309A 307A 307D 305D 305A 303B 303A 302B 302I 302C
I
I
I303
T.O. FOOTING
ELEV.89' -0 3/4"
312113312113
092900 092900 092900 092900 092900
224100.01
092900 092900
224100.01
093013.03
092900 092900 092900 092900092900092900
092900
092900
092900 092900
092900 092900
092900092900
224100.01
092900092900092900092900092900
092900 092900 092900 092900 092900 092900 092900 092900 092900
092900092900092900092900 092900 092900092900 092900
092900092900092900092900092900
092900
224100.01
224100.01224100.01
123661.19
092900
092900
064116
113013.08
093013.01
224100.03
123661.19
064116
113013.08
093013.01
224100.03
123661.19
064116
113013.08
093013.01
224100.03
123661.19
C
C
C
C
C
C
C
064116
113013.08
093013.01
224100.03
123661.19
064116
113013.08
093013.01
224100.03
123661.19
064116
113013.08
093013.01
224100.03
123661.19
064116
113013.08
093013.01
224100.03
123661.19
061600.01061600.01061600.01
334600
334600
312000.01
312000.01
________8
A2.2
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
1
A5.2
________CDEFH
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. PARAPET FRAMING
ELEV.134' -0"
G B
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
AIJK1
A5.1
________2
A5.1
________2
A5.2
________________2
A6.1
________3
A6.2
8 3 /1 6 "
5 1 5 /1 6 "
013H 013F 011H 009H 007H 005H 002F 002H
EGRESS
A
EGRESS
A
HH
EGRESS
A
B
B
H H H H
062013.01 062013.01
092900 092900 092900 092900
062013.01
062013.01
062013.01
062013.01
092900
230000
062013.01
062013.01
092900
F F
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
H
H
H E2 H
H
H
H H
H
HHH H
H
H
E9
E5
H
H
H
E6
E10
113H 113F
213F213H
313H 313F 311H
211H
111H 109H
209H
309H 307H
207H
107H 105H
205H
305H
F
F
F
102H102F
202F
302F 302H
202H
F
F
F
T.O. FOOTING
ELEV.89' -0 3/4"
312113312113 312113 312113 312113312113
092900092900 092900 092900
092900092900092900092900
092900 092900 092900 092900
092900
092900
092900 092900
092900
092900
061600.01
334600334600
312000.01
312000.01
________8
A2.2
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
8
:
4
1
A
M
A5.3
BUILDING
SECTIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/8" = 1'-0"A5.3
2 BUILDING SECTION F
GENERAL NOTES
1. SEE A1 SERIES FOR WALL TYPES.
2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
3. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
4. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL
AND STRUCTURAL, CONTACT ARCHITECT FOR CLARIFICATION.
5. ALL G.W.B. TO BE 1/2".
6. SEE STRUCTURAL DRAWINGS FOR CONTROL JOINTS IN ON GRADE SLABS,EXCEPT STONE
7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIALS
8. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
9. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL CASEWORK, TOILET
ACCESSORIES AND OTHER WALL MOUNTED ITEMS.
1/8" = 1'-0"A5.3
1 BUILDING SECTION E
KEYED NOTES
061600.01 DRAFTSTOP PER IBC SECTIONS 708.4.2 AND 718.4
062013.01 FIBER CEMENT PLANK SIDING
064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
072413 EXTERIOR INSULATION FINISH SYSTEM (EIFS) - DRYVIT OUTSULATION SYSTEM - OR
EQUAL
092900 GYPSUM BOARD
093013.01 CERAMIC TILING - WALL TILE
093013.03 CERAMIC TILING - SHOWER TILE
113013.08 RESIDENTIAL APPLIANCES - REFRIGERATOR
123661.19 QUARTS AGGLOMERATE COUNTERTOPS
224100.01 RESIDENTIAL PLUMBING FIXTURES - TUB
224100.03 RESIDENTIAL PLUMBING FIXTURES - KITCHEN FAUCET
230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL
312000.01 GRADE - SLOPE AWAY FROM BUILDING MINIMUM 1/2" PER FOOT AND 2% AT WALKS
- SEE CIVIL DWGS
312113 RADON MITIGATION SYSTEM
334600 SUBDRAINAGE - FOUNDATION PERIMETER DRAIN
no. description date
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
1
A5.2
________CDEFH
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. PARAPET FRAMING
ELEV.134' -0"
G B
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
AIJK1
A5.1
________2
A5.1
________2
A5.2
________
A002BBBBIA
E3
005
105
205
305
104
204
304
004
BB
BB 202 A
A102
B
BB
BIA
A I
005
105106
205
305
101
001
201
301
004
104
204
304AIBBBBA302
T.O. FOOTING
ELEV.89' -0 3/4"
312113312113
092900
092900
092900
092900
061600.01 061600.01061600.01
334600
334600
312000.01312000.01
________8
A2.2
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
1
A5.2
________CDEFH
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. PARAPET FRAMING
ELEV.134' -0"
G B
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
AIJK1
A5.1
________2
A5.1
________2
A5.2
________
002J002A003A003C005B007B009B011B003013A013J003G
AB
B
BB003A
092900
064116.21
092900 092900 092900 092900 092900 092900 092900092900092900
064116.21
EGRESS
A
EGRESS
A
113013.08
093013.01
A
A 203
103A B
B B
B
BB B B
B B A
A
ABB
3 /4 "
7 7 /8 "
102J102A103G103A103C105B107B109B111B103113A113J
213J 213A 203 211B 209B 207B 205B 203C 203A 203G 202A 202J
302J302A303G303A303C305B307B309B311B303313A313J
G
G
G
G
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
I
I
I
I
303
064116
113013.08
092900
113013.010
093013.01
113013.04
064116
092900
113013.010
113013.08
093013.01
113013.04
064116
113013.010
113013.08
093013.01
113013.04
092900
064116.21
064116.21
064116.21
064116
113013.010
113013.04
092900
064116.21
064116
113013.010
093013.01
113013.08
113013.04
064116.21
064116
113013.010
093013.01
113013.04
092900
092900
064116
113013.010
113013.08
093013.01
113013.04
113013.08
064116.21
064116
113013.010
113013.08
093013.01
113013.04
T.O. FOOTING
ELEV.89' -0 3/4"
312113 312113
092900
092900
092900092900
092900
092900092900
092900
092900092900
092900
092900092900
092900
092900092900
092900
092900092900
092900
092900
092900
092900
092900
092900
061600.01 061600.01 061600.01
107446.01107446.01
334600
334600
312000.01 312000.01
________8
A2.2
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
8
:
4
5
A
M
A5.4
BUILDING
SECTIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/8" = 1'-0"A5.4
2 BUILDING SECTION H
GENERAL NOTES
1. SEE A1 SERIES FOR WALL TYPES.
2. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULES.
3. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
4. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL
AND STRUCTURAL, CONTACT ARCHITECT FOR CLARIFICATION.
5. ALL G.W.B. TO BE 1/2".
6. SEE STRUCTURAL DRAWINGS FOR CONTROL JOINTS IN ON GRADE SLABS,EXCEPT STONE
7. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MATERIALS
8. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD OR GRID LINE UNLESS NOTED
OTHERWISE.
9. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL CASEWORK, TOILET
ACCESSORIES AND OTHER WALL MOUNTED ITEMS.
1/8" = 1'-0"A5.4
1 BUILDING SECTION G
KEYED NOTES
061600.01 DRAFTSTOP PER IBC SECTIONS 708.4.2 AND 718.4
064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
064116.21 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - CLOSET UNIT
092900 GYPSUM BOARD
093013.01 CERAMIC TILING - WALL TILE
107446.01 METAL EGRESS WINDOW WELL W/ ACESS LADDER
113013.04 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - CONTROLLS TO BE LOCATED
IN FRONT OF STOVE TOP
113013.08 RESIDENTIAL APPLIANCES - REFRIGERATOR
113013.010 RESIDENTIAL APPLIANCES - ABOVE RANGE MICROWAVE WITH VENT
312000.01 GRADE - SLOPE AWAY FROM BUILDING MINIMUM 1/2" PER FOOT AND 2% AT WALKS
- SEE CIVIL DWGS
312113 RADON MITIGATION SYSTEM
334600 SUBDRAINAGE - FOUNDATION PERIMETER DRAIN
no. description date
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
H
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. BEARING 130' -9 3/4"
ELEV.130' -9 3/4"
T.O. PARAPET FRAMING
ELEV.134' -0"
T.O SLAB
ELEV.89' -8 3/4"
DOUBLE 5/8" GYPSUM LAYER -
SEE A11 SERIES FOR CEILING TYPES
5/8" GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION R-21 MIN.
TAPERED BOARD INSULATION R-40 MIN.
MEMBRANE ROOFING
1/4" SOUND PROOFING WITH 1 1/4" TOPPING SLAB
FULL THICKNESS BATT INSULATION
PLYWOOD SHEATHING
FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS
DOUBLE 5/8" GYPSUM LAYER -
SEE A11 SERIES FOR CEILING TYPES
1/4" SOUND PROOFING WITH 1 1/4" TOPPING SLAB
FULL THICKNESS BATT INSULATION
SUBFLOOR -SEE STRUCTURAL DRAWINGS
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
EFIS SDING ON 3"
OF RIGID
INSULATION
METAL WALL PANEL
SHEATHING -
SEE STRUCTURAL
FIBERGLASS BATT
INSULATION R21 MIN.
FINISH GRADE -SLOPE
AWAY FROM STRUCTURE 1
UNIT VERTICAL IN 20 UNITS
HORIZONTAL FOR A MIN.
DISTANCE OF 10 FEET
CONCRETE WALL
MASONRY VENEER
MASONRY CAP -SLOPE
AWAY FROM OPENING
1/4" SOUND PROOFING WITH 1 1/4" TOPPING SLAB
5/8" GYPSUM WALL BOARD
FIBERGLASS INSULATION R21 MIN.
SUBFLOOR -SEE STRUCTURAL DRAWINGS
FULL THICKNESS BATT INSULATION
FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
310F
210F
110F
010F
STRUCTURAL FOOTING AND FOUNDATION WALL
-SEE STRUCTURAL
4" CONCRETE SLAB
WELL DRAINING GRAVEL
RADON MITIGATION
COMPACT BASE
VAPOR RETARDER 6 MIL. POLYETHYLENE WITH
LAPPED JOINTS NOT LESS THAN SIX INCHES.
2X FRAMING -SEE STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
WATERPROOFING -
EXTEND FROM TOP
OF FOOTING
TO ABOVE GROUND
LEVEL
8 " M I N .
PRE FINISHED METAL
FLASHING
PRE FINISHED METAL
WALL FLASHING
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
F
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. BEARING 130' -9 3/4"
ELEV.130' -9 3/4"
T.O SLAB
ELEV.89' -8 3/4"
MEMBRANE ROOF
TAPERED BOARD INSULATION R-40MIN.
5/8" GYPSUM WALL BOARD
FIBER GLASS BATT INSULATION
FINISH FLOOR
1/4" SOUND MAT WITH 1 1/4" TOPPING SLAB
5/8" GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION
DOUBLE 5/8" GYPSUM LAYER -
SEE A11 SERIES FOR CEILING TYPES
STRUCTURAL FLOOR FRAMING -
SEE STRUCTURAL DRAWINGS
FULL THICKNESS BATT INSULATION
5/8" GYPSUM WALL BOARD
FIBERGLASS BATT
INSULATION
DOUBLE 5/8" GYPSUM LAYER -
SEE A11 SERIES FOR CEILING TYPES
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
FULL THICKNESS BATT INSULATION
5/8" GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION
FINISH FLOOR
1/4" SOUND MAT WITH 1 1/4" TOPPING SLAB
DOUBLE 5/8" GYPSUM LAYER -
SEE A11 SERIES FOR CEILING TYPES
FLOOR STRUCTURE -SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT INSULATION
5/8" GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION
FINISH FLOOR
1/4" SOUND MAT WITH 1 1/4"
TOPPING SLAB
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
FULL THICKNESS BATT INSULATION
5/8" GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION
FINISH FLOOR
1/4" SOUND MAT WITH
1 1/4" TOPPING SLAB
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS
FULL THICKNESS BATT INSULATION
5/8" GYPSUM WALL BOARD
FIBERGLASS BATT
INSULATION
FINISH FLOOR
1/4" SOUND MAT WITH
1 1/4" TOPPING SLAB
5/8" GYPSUM WALL BOARD
FIBER GLASS BATT INSULATION
FINISH FLOOR
1/4" SOUND MAT WITH 1 1/4" TOPPING SLAB
5/8" GYPSUM WALL BOARD
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
FIBERGLASS BATT INSULATION R-21 MIN.
5/8" GYPSUM WALL BOARD
DOUBLE 5/8" GYPSUM LAYER -
SEE A11 SERIES FOR CEILING TYPES
FIBERGLASS BATT INSULATION
PLYWOOD SHEATHING
COMPACT BASE
007H009H
109H 107H
207H209H
309H 307H
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
FIBERGLASS BATT
INSULATION R-49 MIN.
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
STRUCTURAL FOOTING AND
FOUNDATION WALL -SEE STRUCTURAL
4" CONCRETE SLAB
WELL DRAINING GRAVEL
VAPOR RETARDER 6 MIL. POLYETHYLENE
WITH LAPPED JOINTS NOT LESS THAN SIX
INCHES.
2X FRAMING -SEE STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
4
T.O SLAB
ELEV.89' -8 3/4"
MEMBRANE ROOF
TAPERED BOARD INSULATION R-40 MIN.
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
FIBER GLASS BATT INSULATION R-21 MIN.
STUCCO FINISH
5/8" GYPSUM WALL BOARD
1/4" SOUND MAT WITH 3" TOPPING SLAB
FINISH FLOOR
5/8" GYPSUM WALL BOARD
1/4" SOUND MAT WITH
1 1/4" TOPPING SLAB
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
FIBER GLASS BATT
INSULATION
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
SUBFLOOR -SEE
STRUCTURAL DRAWINGS
SUBFLOOR -SEE STRUCTURAL DRAWINGS
1/4" SOUND MAT WITH 3" TOPPING SLAB
SHEATHING -SEE STRUCTURAL
FINISH FLOOR
5/8" GYPSUM WALL BOARD
1/4" SOUND MAT WITH
1 1/4" TOPPING SLAB
FIBER GLASS BATT
INSULATION
SUBFLOOR -SEE
STRUCTURAL DRAWINGS SUBFLOOR -SEE STRUCTURAL DRAWINGS
1/4" SOUND MAT WITH 3" TOPPING SLAB
STUCCO FINISH
FINISH FLOOR
5/8" GYPSUM WALL BOARD
1/4" SOUND MAT WITH
1 1/4" TOPPING SLAB
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
FIBER GLASS BATT
INSULATION R-49 MIN.
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
SUBFLOOR -SEE
STRUCTURAL DRAWINGS
SUBFLOOR -SEE STRUCTURAL DRAWINGS
SHEATHING -SEE STRUCTURAL
STUCCO FINISH
WHITE EIFS
SHEATHING -SEE STRUCTURAL
STUCCO FINISH
001001A
101101A
201A 201
301301A
STRUCTURAL FLOOR FRAMING -
SEE STRUCTURAL DRAWINGS
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
STRUCTURAL FOOTING AND
FOUNDATION WALL -SEE STRUCTURAL
4" CONCRETE SLAB
WELL DRAINING GRAVEL
RADON MITIGATION
COMPACT BASE
VAPOR RETARDER 6 MIL. POLYETHYLENE
WITH LAPPED JOINTS NOT LESS THAN SIX
INCHES.
2X FRAMING -SEE STRUCTURAL DRAWINGS
DRAFTSTOPPING
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. BEARING 130' -9 3/4"
ELEV.130' -9 3/4"
T.O. PARAPET FRAMING
ELEV.134' -0"
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
7________1
A4.2
________1
A2.2
PRE FINISHED METAL CAP FLASHING WITH DRIP EDGE
METAL WALL PANELS
SHEATHING -SEE STRUCTURAL
FINISH FLOOR
1/4" SOUND MAT WITH
1 1/4" TOPPING SLAB
FIBER GLASS INSULATION R-21 MIN.
METAL WALL PANELS
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
FULL THICKNESS BATT INSULATION
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
5/8" GYPSUM WALL BOARD
5/8" GYPSUM WALL BOARD
FINISH FLOOR
1/4" SOUND MAT WITH
1 1/4" TOPPING SLAB
FIBERGLASS BATT INSULATION R-21 MIN.
SHEATHING -SEE STRUCTURAL
METAL WALL PANELS
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
FULL THICKNESS BATT INSULATION R-49 MIN.
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
5/8" GYPSUM WALL BOARD
5/8" GYPSUM WALL BOARD
FINISH FLOOR
1/4" SOUND MAT WITH
1 1/4" TOPPING SLAB
FIBERGLASS BATT INSULATION R-21 MIN.
SHEATHING -SEE STRUCTURAL
MASONRY VENEER
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
FULL THICKNESS BATT INSULATION
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
5/8" GYPSUM WALL BOARD
5/8" GYPSUM WALL BOARD
FIBER GLASS BATT INSULATION R-13 MIN.
TAPERED BOARD INSULATION R-40 MIN.
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
MASONRY CAP -SLOPE AWAY FROM OPENING
MEMBRANE ROOFING -WRAP UP
AND OVER PARAPET WALL
302H
202H
102H
002H
EGRESS
A
EGRESS
A
EGRESS
A
EGRESS
A
STRUCTURAL FOOTING AND FOUNDATION
WALL -SEE STRUCTURAL
4" CONCRETE SLAB
WELL DRAINING GRAVEL
RADON MITIGATION
COMPACT BASE
VAPOR RETARDER 6 MIL.
POLYETHYLENE WITH
LAPPED JOINTS NOT
LESS THAN SIX INCHES.
2X FRAMING -SEE STRUCTURAL DRAWINGS
WATERPROOFING -
EXTEND FROM TOP OF FOOTING
TO ABOVE GROUND LEVEL
FOUNDATION DRAIN SYSTEM
8 " M I N .
PRE FINISHED METAL WALL FLASHING
PRE FINISHED METAL WALL FLASHING
FINISH GRADE -SLOPE AWAY FROM STRUCTURE
1 UNIT VERTICAL IN 20 UNITS HORIZONTAL FOR A
MIN. DISTANCE OF 10 FEET
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
8
:
4
8
A
M
A6.1
WALL SECTIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1. NOT ALL INTERIOR FINISHES AND CABINETS ARE SHOWN ON WALL SECTIONS, SEE
ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS.
2. SEE A1 SERIES FOR WALL TYPES.
3. SEE A5 SERIES FOR BUILDING SECTIONS.
4. SEE A8 SERIES FOR INTERIOR ELEVATIONS.
5. SEE A10 SERIES FOR DOOR SCHEDULE & WINDOW SCHEDULE.
6. ALL VAPOR BARRIER MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS.
7. ALL EXTERIOR FOUNDATION WALLS BELOW GRADE SHALL BE PROVIDED WITH
DAMPPROOFING AT EXTERIOR AND 2" RIGID INSULATION AT INTERIOR, SEE WALL TYPES
ON A1 SERIES.
8. SEE REFLECTED CEILING PLAN ON A11 SERIES AND ROOM FINISH SCHEDULE SHEET A2.1
FOR CEILING INFORMATION.
GENERAL NOTES
3/8" = 1'-0"A6.1
1 WALL SECTION @ GRID H
3/8" = 1'-0"A6.1
2 WALL SECTION OF GRID F
3/8" = 1'-0"A6.1
3 WALL SECTION ON GRID 4
3/8" = 1'-0"A6.1
4 WALL SECTION ON GRID 7
no. description date
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. BEARING 130' -9 3/4"
ELEV.130' -9 3/4"
T.O. PARAPET FRAMING
ELEV.134' -0"
86
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
7________2
A4.2
SUBFLOOR -SEE
STRUCTURAL DRAWING
METAL WALL PANELS
PRE FINISHED METAL CAP
FLASHING WITH DRIP EDGE
FIBERGLASS BATT
INSULATION
BLUE WOOD SIDING
DOUBLE 5/8" GYPSUM -SEE
A11 SERIES FOR CEILING TYPES
STUCCO FINISH
METAL GUARD RAIL
4" CONCRETE DECK
SUBFLOOR -SEE
STRUCTURAL DRAWINGS
1/4" SOUND PROOFING
WITH 1 1/4" TOPPING SLAB
FINISH FLOOR
FULL THICKNESS BATT
INSULATION R49 MIN.
FIBERGLASS BATT
INSULATION
SHEATHING -SEE STRUCTURAL DRAWINGS
DOUBLE 5/8" GYPSUM LAYER -
SEE A11 SERIES FOR CEILING TYPES
BLUE WOOD SIDING
STUCCO FINISH
METAL HANDRAIL
4" CONCRETE DECK
FULL THICKNESS BATT
INSULATION
FIBERGLASS BATT
INSULATION R21 MIN.
SHEATHING -SEE STRUCTURAL DRAWINGS DOUBLE 5/8" GYPSUM LAYER -
SEE A11 SERIES FOR CEILING TYPES BLUE WOOD SIDING
FIBERGLASS BATT INSULATION
BASEMENT EGRESS LADDER AND WELL
SUBFLOOR -SEE
STRUCTURAL DRAWINGS
1/4" SOUND PROOFING
WITH 1 1/4" TOPPING SLAB
FINISH FLOOR
SUBFLOOR -SEE
STRUCTURAL DRAWINGS
1/4" SOUND
PROOFING
WITH 1 1/4"
TOPPING SLAB
FINISH FLOOR
5/8" GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION R13 MIN.
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
FINISH FLOORING
4" CONCRETE SLAB
MEMBRANE ROOFING -
WRAP UP AND OVER
PARAPET WALL
102B
002B
202B
302B
E9
E5
EGRESS
A
EGRESS
A
STRUCTURAL FOOTING AND
FOUNDATION WALL -
SEE STRUCTURAL
WELL DRAINING GRAVEL
RADON MITIGATION
COMPACT BASE
VAPOR RETARDER 6 MIL. POLYETHYLENE WITH
LAPPED JOINTS NOT LESS THAN SIX INCHES.
2X FRAMING -SEE STRUCTURAL DRAWING
WATERPROOFING -
EXTEND FROM TOP OF FOOTING
TO ABOVE GROUND LEVEL
FOUNDATION DRAIN
8 " M I N .
PRE FINISHED METAL WALL FLASHING
PRE FINISHED METAL WALL FLASHING
FINISH GRADE -SLOPE AWAY FROM STRUCTURE
1 UNIT VERTICAL IN 20 UNITS HORIZONTAL FOR A
MIN. DISTANCE OF 10 FEET
TAPERED BOARD
INSULATION R-40 MIN.
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. BEARING 130' -9 3/4"
ELEV.130' -9 3/4"
T.O. PARAPET FRAMING
ELEV.134' -0"
8
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
________3
A4.2
MASONRY CAP -SLOPE
AWAY FROM OPENING
MASONRY VENEER
SHEATHING -SEE
STRUCTURAL DRAWINGS
FIBERGLASS BATT INSULATION R21 MIN.
FINISH FLOOR
SUBFLOOR -SEE
STRUCTURAL DRAWINGS
1/4" SOUND MAT WITH
1 1/4" TOPPING SLAB BITUMINOUS WATERPROOFING
COMPLYING WITH ATSM C887 -
EXTEND FROM TOP OF FOOTING
TO ABOVE GROUND LEVEL
BLUE WOOD SIDING
SHEATHING -SEE
STRUCTURAL DRAWINGS
FIBERGLASS BATT
INSULATION R21 MIN.
STUCCO FINISH
5/8" GYPSUM WALL BOARD
FINISH FLOORING
SUBFLOOR -SEE
STRUCTURAL DRAWINGS
1/4" SOUND MAT WITH
1 1/4" TOPPING SLAB
METAL WALL PANEL
DOUBLE 5/8" GYPSUM -SEE A11
SERIES FOR CEILING TYPES
FULL THICKNESS BATT
INSULATION R49 MIN.
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
FINISH FLOOR
SUBFLOOR -SEE
STRUCTURAL DRAWINGS
1/4" SOUND MAT WITH
1 1/4" TOPPING SLAB
CAP STONE -SLOPE
AWAY FROM OPENING
DOUBLE 5/8" GYPSUM LAYER -
SEE A11 SERIES FOR CEILING TYPES
FULL THICKNESS BATT
INSULATION R49 MIN.
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
MEMBRANE ROOFING
STUCCO FINISH
METAL WALL PANELS
DOUBLE 5/8" GYPSUM
LAYERS -SEE A11 SERIES
FOR CEILING TYPES
FIBERGLASS BATT
INSULATION R21 MIN.
SHEATHING -
SEE STRUCTURAL DRAWINGS
105H
005H
205H
305H
STRUCTURAL FLOOR FRAMING -
SEE STRUCTURAL DRAWINGS
FULL THICKNESS BATT INSULATION R-49
DOUBLE 5/8" GYPSUM LAYER -SEE
A11 SERIES FOR CEILING TYPES
5/8" GYPSUM WALL BOARD
FIBERGLASS BATT
INSULATION R13 MIN.
STRUCTURAL FOOTING
AND FOUNDATION WALL
-SEE STRUCTURAL
4" CONCRETE SLAB
WELL DRAINING GRAVEL
RADON MITIGATION
COMPACT BASE
VAPOR RETARDER 6 MIL.
POLYETHYLENE WITH
LAPPED JOINTS NOT
LESS THAN SIX INCHES.
2X FRAMING
-SEE STRUCTURAL DRAWINGS
5/8" GYPSUM WALL BOARD
WATERPROOFING -
EXTEND FROM TOP OF FOOTING
TO ABOVE GROUND LEVEL
FOUNDATION DRAIN
8 " M I N .
PRE FINISHED METAL WALL FLASHING
FINISH GRADE -SLOPE AWAY FROM
STRUCTURE 1 UNIT VERTICAL IN 20
UNITS HORIZONTAL FOR A MIN.
DISTANCE OF 10 FEET
TAPERED BOARD
INSULATION R-40 MIN.
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. BEARING 130' -9 3/4"
ELEV.130' -9 3/4"
T.O. PARAPET FRAMING
ELEV.134' -0"
B
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
________4
A4.2
METAL WALL PANELS
SHEATHING -
SEE STRUCTURAL DRAWINGS
PRE FINISHED METAL CAP
FLASHING WITH DRIP EDGE
MEMBRANE ROOFING -WRAP
UP AND OVER PARAPET WALL
FIBERGLASS BATT INSULATION R21 MIN.
5/8" GYPSUM WALL BOARD
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
SHEATHING -
SEE STRUCTURAL
EFIS SIDING ON 3" OF
RIGID INSULATION
SHEATHING -
SEE STRUCTURAL
STUCCO FINISH
4" CONCRETE SLAB
STRUCTURAL DECK
1/4" SOUND MAT WITH 1 1/4" TOPPING SLAB
SUBFLOOR -SEE STRUCTURAL DRAWINGS
FIBERGLASS BATT INSULATION R21 MIN.
5/8" GYPSUM WALL BOARD
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
FULL THICKNESS BATT
INSULATION R49 MIN.
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
SHEATHING -
SEE STRUCTURAL
STUCCO FINISH
4" CONCRETE SLAB
STRUCTURAL DECK
1/4" SOUND MAT WITH 1 1/4" TOPPING SLAB
SUBFLOOR -SEE STRUCTURAL DRAWINGS
FIBERGLASS BATT INSULATION R21 MIN.
5/8" GYPSUM WALL BOARD
DOUBLE 5/8" GYPSUM
LAYER SEE A11 SERIES FOR CEILING TYPES
FULL THICKNESS BATT
INSULATION R49 MIN.
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
1/4" SOUND MAT WITH 1 1/4" TOPPING SLAB
SUBFLOOR -
SEE STRUCTURAL DRAWINGS
WEATHER RESISTANT LOUVERS
8" STEM WALL
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
FULL THICKNESS BATT
INSULATION R49 MIN.
STRUCTURAL FLOOR FRAMING -
SEE STRUCTURAL DRAWINGS
STUCCO FINISH
WEATHER
RESISTANT LOUVER
WEATHER RESISTANT LOUVER
WEATHER
RESISTANT LOUVER
302F
202F
102F
002F
STRUCTURAL FOOTING AND
FOUNDATION WALL -SEE
STRUCTURAL
4" CONCRETE SLAB
WELL DRAINING GRAVEL
RADON MITIGATION
COMPACT BASE
VAPOR RETARDER 6 MIL. POLYETHYLENE WITH
LAPPED JOINTS NOT LESS THAN SIX INCHES.
WATERPROOFING -
EXTEND FROM TOP OF FOOTING
TO ABOVE GROUND LEVEL
FOUNDATION DRAIN
PRE FINISHED METAL
WALL FLASHING
TAPERED BOARD INSULATION
R-40 MIN
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. BEARING 130' -9 3/4"
ELEV.130' -9 3/4"
T.O. PARAPET FRAMING
ELEV.134' -0"
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
K
METAL WALL PANELS
SHEATHING -SEE STRUCTURAL
PRE FINISHED METAL CAP
FLASHING WITH DRIP EDGE
MEMBRANE ROOFING -WRAP
UP AND OVER PARAPET WALL
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 FOR CEILING TYPES
5/8" GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION R21 MIN.
FINISH FLOOR
1/4" SOUND MAT WITH 1 1/4" TOPPING SLAB
SUBFLOOR -SEE STRUCTURAL DRAWINGS
FULL THICKNESS BATT INSULATION R49 MIN.
DOUBLE 5/8" GYPSUM LAYER -
-SEE A11 SERIES FOR CEILING TYPES
5/8" GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION R21 MIN.
FULL THICKNESS BATT INSULATION R49 MIN.
DOUBLE 5/8" GYPSUM LAYER
-SEE A11 SERIES FOR CEILING TYPES
5/8" GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION R21 MIN.
FULL THICKNESS BATT INSULATION R49 MIN.
DOUBLE 5/8" GYPSUM LAYER -SEE A11 SERIES FOR CEILING TYPES
5/8" GYPSUM WALL BOARD
FIBERGLASS BATT INSULATION R13 MIN.
FINISH FLOOR
1/4" SOUND MAT WITH 1 1/4" TOPPING SLAB
SUBFLOOR -SEE STRUCTURAL DRAWINGS
FINISH FLOOR
1/4" SOUND MAT WITH 1 1/4" TOPPING SLAB
SUBFLOOR -SEE STRUCTURAL DRAWINGS
FLOOR STRUCTURE -
SEE STRUCTURAL DRAWINGS
STRUCTURAL FLOOR FRAMING -SEE STRUCTURAL DRAWINGS
FLOOR STRUCTURE -SEE STRUCTURAL DRAWINGS
MASONRY CAP -SLOPE
AWAY FROM OPENING
MASONRY VENEER
BASEMENT EGRESS WINDOW
STUCCO FINISH
STRUCTURAL FOOTING AND FOUNDATION WALL -
SEE STRUCTURAL
4" CONCRETE SLAB
WELL DRAINING GRAVEL
313C
213C
113C
013C
RADON MITIGATION
BITUMINOUS WATERPROOFING
COMPLYING WITH ATSM C887 -
EXTEND FROM TOP OF FOOTING
TO ABOVE GROUND LEVEL
COMPACT BASE
VAPOR RETARDER 6 MIL. POLYETHYLENE WITH
LAPPED JOINTS NOT LESS THAN SIX INCHES.
2X FRAMING -SEE STRUCTURAL DRAWINGS
WATERPROOFING -
EXTEND FROM TOP OF FOOTING
TO ABOVE GROUND LEVEL
FOUNDATION DRAIN
8 " M I N .
PRE FINISHED METAL
WALL FLASHING
FINISH GRADE -SLOPE AWAY
FROM STRUCTURE 1 UNIT
VERTICAL IN 20 UNITS
HORIZONTAL FOR A MIN.
DISTANCE OF 10 FEET
TAPERED BOARD INSULATION R-49 MIN
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
8
:
5
0
A
M
A6.2
WALL SECTIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1. NOT ALL INTERIOR FINISHES AND CABINETS ARE SHOWN ON WALL SECTIONS, SEE
ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS.
2. SEE A1 SERIES FOR WALL TYPES.
3. SEE A5 SERIES FOR BUILDING SECTIONS.
4. SEE A8 SERIES FOR INTERIOR ELEVATIONS.
5. SEE A10 SERIES FOR DOOR SCHEDULE & WINDOW SCHEDULE.
6. ALL VAPOR BARRIER MUST BE SEALED OR TAPED AT ALL PENETRATIONS & OPENINGS.
7. ALL EXTERIOR FOUNDATION WALLS BELOW GRADE SHALL BE PROVIDED WITH
DAMPPROOFING AT EXTERIOR AND 2" RIGID INSULATION AT INTERIOR, SEE WALL TYPES
ON A1 SERIES.
8. SEE REFLECTED CEILING PLAN ON A11 SERIES AND ROOM FINISH SCHEDULE SHEET A2.1
FOR CEILING INFORMATION.
GENERAL NOTES
3/8" = 1'-0"A6.2
1 WALL SECTION ON GRID 6
3/8" = 1'-0"A6.2
2 WALL SECTION ON GRID 8
3/8" = 1'-0"A6.2
3 WALL SECTION ON GRID B
3/8" = 1'-0"A6.2
4 WALL SECTION ON GRID K
no. description date
2'-6"1'-6"
2 '-1 1 "
092900
123661.19
224100.05
064116
064116
102800.01
224100.01
064023.01
1'-0"3'-0"2'-0"
2'-9"2'-0"1'-0"3'-0"2'-0"2'-6"
3 '-0 "
093013.01
113013.04
064116
064116113013.01
113013.08
064116 064116
064116064116
064116
123661.19
113013.010
064116
092900
064116
7 '-1 1 3 /4 "
2 '-0 "
1 '-6 "
1 '-5 3 /4 "
1'-6"2'-6"1'-6"
6 '-8 "
123623.10
064116.21064116.21
092900
F
064023.01
011000.01C092900123623.23
064023.01
113013.01
064116
EGRESS
A092900
123661.19
2'-4"
3 '-0 "
2'-0 3/8"
224100.03
064023.013'-0 "
1'-2"2'-6 1/16"3'-0"1'-2"
3'-0"
113013.08
113013.04 064116
064116 064116
113013.01
064116.15
064116
064116 064116
224100.03
093013.01
113013.010
123661.19
092900
2'-8 1/2"2'-1 3/4"11 7/8"
3 '-0 "
113013.08
093013.01
113013.04
064116.15
064116
064116.20
A 123661.19
092900
7 '-1 0 3 /4 "
11 3/8"1'-2"2'-9"
011000.01
064023.01
224100.01
092900
123661.19
064116064116
224100.05
2'-0"2'-0"
2 '-1 1 "
102800.01
064023.01
G
064116.21064116.21
123623.10
092900
6 '-8 "
1'-6"3'-7 1/2"1'-6"
064023.013'-0 "
064116 064116 064116
113013.010
064116
113013.09
093013.01
113013.05224100.03
123661.19
113013.01
064116
064116.10
7 '-1 1 3 /4 "
092900
2'-6"2'-9"1'-7"2'-7 3/8"10"
3'-0"1'-4"
123661.19
064116
224100.05
064116
224100.01
092900
2 '-1 1 "
2'-0"2'-0"
102800.01
064023.01
064116.21
123623.10
092900
064023.01
C
092900
064023.01
260000
011000.01
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
8
:
5
4
A
M
A8.1
INTERIOR
ELEVATIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
KEYED NOTES
011000.01 WASHER & DRYER - EQUIP BY OWNER, N.I.C. TYPE A UNITS INCLUDE A
COMBINATION UNIT
064023.01 INTERIOR ARCHITECTURAL WOODWORK - 1X4 BASE
064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
064116.10 PLASTIC-LAMINATE-CLAD PANELING
064116.15 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - UPPER CORNER CABINET
064116.20 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - BASE CORNER CABINET
064116.21 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - CLOSET UNIT
092900 GYPSUM BOARD
093013.01 CERAMIC TILING - WALL TILE
102800.01 BATHROOM VANITY MIRROR - SELECTED BY OWNER
113013.01 RESIDENTIAL APPLIANCES - DISHWASHER
113013.04 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - CONTROLLS TO BE LOCATED
IN FRONT OF STOVE TOP
113013.05 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - 20IN RANGE
113013.08 RESIDENTIAL APPLIANCES - REFRIGERATOR
113013.09 RESIDENTIAL APPLIANCES - REFRIGERATOR SMALL 10CF
113013.010 RESIDENTIAL APPLIANCES - ABOVE RANGE MICROWAVE WITH VENT
123623.10 CLOSET SHELF AND ROD
123623.23 MELAMINE SHELVING - PROVIDE SUPPORT AS REQUIRED
123661.19 QUARTS AGGLOMERATE COUNTERTOPS
224100.01 RESIDENTIAL PLUMBING FIXTURES - TUB
224100.03 RESIDENTIAL PLUMBING FIXTURES - KITCHEN FAUCET
224100.05 RESIDENTIAL PLUMBING FIXTURES - BATHROOM FAUCET
260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL
GENERAL NOTES
1. SEE A1 SERIES FOR WALL TYPES.
2. SEE A2 SERIES FOR ROOM FINISH SCHEDULE.
3. SEE A7 SERIES FOR TOILET ACCESSORY MOUNTING HEIGHTS.
4. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULE.
5. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
6. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL,
STRUCT., MECH. OR ELEC. DWGS., CONTACT ARCHITECT FOR CLARIFICATION.
7. ALL G.W.B. TO BE 5/8" TYPE 'X', EXCEPT AS NOTED.
8. CONTRACTOR TO SUBMIT A CONTROL JOINT PLAN TO THE ARCHITECT FOR REVIEW AND
APPROVAL PRIOR TO POURING CONCRETE.
9. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MAT'L
10. DIMENSIONS ARE TO FACE OF STUD, FACE OF BLOCK, OR GRID LINE U.N.O.
11. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL HANDRAILS, GRAB BARS, TOILET
ACCESSORIES & OTHER WALL MOUNTED ITEMS.
1/4" = 1'-0"A8.1
1 BASEMENT UNIT 1 BATHROOM
1/4" = 1'-0"A8.1
2 BASEMENT UNIT 1 KITCHEN
1/4" = 1'-0"A8.1
3 BASEMENT UNIT 1 WASHER/CLOSET
1/4" = 1'-0"A8.1
4 BASEMENT UNIT 1 HALLWAY CLOSET
1/4" = 1'-0"A8.1
5 BASEMENT UNIT 2 KITCHEN C
1/4" = 1'-0"A8.1
6 BASEMENT UNIT 2 KITCHEN B
1/4" = 1'-0"A8.1
7 BASEMENT UNIT 2 KITCHEN A
1/4" = 1'-0"A8.1
8 BASEMENT UNIT 2 LAUNDRY
1/4" = 1'-0"A8.1
9 BASEMENT UNIT 2 BATHROOM
1/4" = 1'-0"A8.1
10 BASEMENT UNIT 2 BEDROOM 1 CLOSET
1/4" = 1'-0"A8.1
12 BASEMENT UNIT STUDIO KITCHEN
1/4" = 1'-0"A8.1
13 BASEMENT UNIT STUDIO BATHROOM
1/4" = 1'-0"A8.1
14 BASEMENT UNIT STUDIO BEDROOM CLOSET
1/4" = 1'-0"A8.1
15 BASEMENT UNIT STUDIO ENTRY & LAUNDRY
no. description date
064116
224100.05
123661.19
093013.03
092900
1'-6"
2 '-1 0 "
102800.01
064116
2'-5"
123623.10
092900
6 '-8 "
1'-6"2'-6 3/4"1'-6"
F
064116.21
064023.01
011000.01
7 '-1 1 "
2'-9"2'-0"1'-0"2'-6"2'-6"2'-6"
1'-0"2'-6"2'-6"
2 '-1 0 "
092900
064116064116064116064116 064116
113013.010
123661.19
093013.01
113013.08
113013.01 064116 113013.04064116064116
123623.23
092900C
2'-6"2'-0"3'-0"1'-0"2'-0"2'-9"
7 '-1 1 "
2'-0"3'-0"1'-0"
064116113013.04 113013.01
113013.08
064116064116
093013.01
064116
113013.010
123661.19
093013.03064116
064116064116064116
092900
224100.03
3 '-0 "
092900
011000.01
064116.21
064023.01
224100.05
064116
123661.19
224100.01
092900
2'-5 7/8"
2 '-1 0 "
1'-6"
064116
102800.01
092900
123623.23 C
092900
EGRESS
A 224100.03
123661.19
113013.01
064116
2'-8"
3 '-0 "
064023.01
260000
064116.15
123661.19
113013.010
113013.08
092900
064116064116
113013.01 113013.04064116
093013.01
224100.03
064116 064116
3'-0"
3 '-0 "
1'-11"1'-2"3'-0"2'-6 1/16"1'-2"2'-3"
7 '-1 0 3 /4 "
092900
064116
113013.08
113013.04
064116.15
064116.20
123661.19
3 '-0 "
11 7/8"
7 '-1 0 3 /4 "
2'-9"1'-2"
A
011000.01
092900
092900
224100.01
123661.19
064116
064116
2 '-1 0 "
1'-6"
224100.05
102800.01
2'-5 7/8"
1'-6"3'-7 3/4"1'-6"
6 '-7 3 /4 "
092900
064116.21
123623.10
064023.01
011000.01
092900
2'-3"1'-2"2'-6 1/16"3'-0"1'-2"1'-11"
3'-0"
113013.08
113013.04 064116 113013.01
064116064116
092900
093013.01
123661.19
224100.03
064116064116
064116.15
064116
113013.010
7 '-1 1 "
3 '-0 "
2'-3"1'-2"2'-9"
3 '-0 "
7 '-1 0 3 /4 "
A
064116
113013.04
113013.08
093013.01
064116
064116.15
064116
064116.20
113013.010
092900
EGRESS
A
092900
064116
113013.010
224100.03
113013.04
123661.19
064116
113013.01
7 '-1 1 "
2'-8 1/2"2'-0"
3 '-0 "
1'-6"3'-7 3/4"1'-6"
123623.10
064116.21064116.21
092900
6 '-7 3 /4 "
064023.01
093013.03 064116
123661.19
064116
092900
1'-6"2'-5 7/8"
2 '-1 0 "
224100.05
102800.01
113013.09
064116 064116 064116
113013.010
113013.05
064116
064116
064116
123661.19
224100.03
092900
2'-6"2'-9"1'-7 1/2"2'-6"10 7/8"
1'-4"2'-6"2'-6"
7 '-1 1 "
2 '-1 0 "
2 '-1 0 "
224100.05
064116
123661.19 093013.03
2'-5 7/8"
092900
064116
102800.01
1'-6"
064023.01
123623.10
092900
064116.21
092900
Cc
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
9
:
0
1
A
M
A8.2
INTERIOR
ELEVATIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
KEYED NOTES
011000.01 WASHER & DRYER - EQUIP BY OWNER, N.I.C. TYPE A UNITS INCLUDE A
COMBINATION UNIT
064023.01 INTERIOR ARCHITECTURAL WOODWORK - 1X4 BASE
064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
064116.15 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - UPPER CORNER CABINET
064116.20 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - BASE CORNER CABINET
064116.21 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - CLOSET UNIT
092900 GYPSUM BOARD
093013.01 CERAMIC TILING - WALL TILE
093013.03 CERAMIC TILING - SHOWER TILE
102800.01 BATHROOM VANITY MIRROR - SELECTED BY OWNER
113013.01 RESIDENTIAL APPLIANCES - DISHWASHER
113013.04 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - CONTROLLS TO BE LOCATED
IN FRONT OF STOVE TOP
113013.05 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - 20IN RANGE
113013.08 RESIDENTIAL APPLIANCES - REFRIGERATOR
113013.09 RESIDENTIAL APPLIANCES - REFRIGERATOR SMALL 10CF
113013.010 RESIDENTIAL APPLIANCES - ABOVE RANGE MICROWAVE WITH VENT
123623.10 CLOSET SHELF AND ROD
123623.23 MELAMINE SHELVING - PROVIDE SUPPORT AS REQUIRED
123661.19 QUARTS AGGLOMERATE COUNTERTOPS
224100.01 RESIDENTIAL PLUMBING FIXTURES - TUB
224100.03 RESIDENTIAL PLUMBING FIXTURES - KITCHEN FAUCET
224100.05 RESIDENTIAL PLUMBING FIXTURES - BATHROOM FAUCET
260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL
GENERAL NOTES
1. SEE A1 SERIES FOR WALL TYPES.
2. SEE A2 SERIES FOR ROOM FINISH SCHEDULE.
3. SEE A7 SERIES FOR TOILET ACCESSORY MOUNTING HEIGHTS.
4. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULE.
5. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
6. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL,
STRUCT., MECH. OR ELEC. DWGS., CONTACT ARCHITECT FOR CLARIFICATION.
7. ALL G.W.B. TO BE 5/8" TYPE 'X', EXCEPT AS NOTED.
8. CONTRACTOR TO SUBMIT A CONTROL JOINT PLAN TO THE ARCHITECT FOR REVIEW AND
APPROVAL PRIOR TO POURING CONCRETE.
9. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MAT'L
10. DIMENSIONS ARE TO FACE OF STUD, FACE OF BLOCK, OR GRID LINE U.N.O.
11. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL HANDRAILS, GRAB BARS, TOILET
ACCESSORIES & OTHER WALL MOUNTED ITEMS.
1/4" = 1'-0"A8.2
1 UNIT 1 TYPE A BATHROOM
1/4" = 1'-0"A8.2
2 UNIT 1 TYPE A BEDROOM CLOSET/WASHER
1/4" = 1'-0"A8.2
3 UNIT 1 TYPE A KITCHEN
1/4" = 1'-0"A8.2
4 UNIT 1 TYPE A HALLWAY CLOSET
1/4" = 1'-0"A8.2
5 UNIT 1 TYPE B KITCHEN
1/4" = 1'-0"A8.2
6 UNIT 1 TYPE B BEDROOM CLOSET/WASHER
1/4" = 1'-0"A8.2
7 UNIT 1 TYPE B BATHROOM
1/4" = 1'-0"A8.2
8 UNIT 1 TYPE B HALLWAY CLOSET
1/4" = 1'-0"A8.2
9 UNIT 2 TYPE A KITCHEN A
1/4" = 1'-0"A8.2
10 UNIT 2 TYPE A KITCHEN B
1/4" = 1'-0"A8.2
11 UNIT 2 TYPE A KITCHEN C
1/4" = 1'-0"A8.2
12 UNIT 2 TYPE A LAUNDRY ROOM
1/4" = 1'-0"A8.2
13 UNIT 2 TYPE B BATHROOM
1/4" = 1'-0"A8.2
14 UNIT 2 TYPE B BEDROOM 1 CLOSET
1/4" = 1'-0"A8.2
15 UNIT 2 TYPE B LAUNDRY ROOM
1/4" = 1'-0"A8.2
16 UNIT 2 TYPE B KITCHEN B
1/4" = 1'-0"A8.2
17 UNIT 2 TYPE B KITCHEN A
1/4" = 1'-0"A8.2
18 UNIT 2 TYPE B KITCHEN C
1/4" = 1'-0"A8.2
19 UNIT 2 TYPE A BEDROOM CLOSET
1/4" = 1'-0"A8.2
20 UNIT 2 TYPE A BATHROOM
1/4" = 1'-0"A8.2
21 UNIT STUDIO TYPE A KITCHEN
1/4" = 1'-0"A8.2
24 UNIT STUDIO TYPE A BATHROOM
1/4" = 1'-0"A8.2
23 UNIT STUDIO TYPE A CLOSET/WASHER
1/4" = 1'-0"A8.2
22 UNIT STUDIO TYPE A ENTRY CLOSET
no. description date
2'-9"2'-0"1'-0"3'-0"2'-0"2'-6"
7 '-1 1 "
1'-0"3'-0"2'-0"
113013.08
113013.04
113013.010093013.01
064116064116
092900
064116
064116113013.01
224100.03
123661.19
064116 064116064116
3 '-0 "
064116
2'-6"2'-9"1'-7"2'-6 9/16"
7/8"
10"
3 '-0 "
3'-0"1'-4"
113013.010
064116064116
064116
113013.01 064116
113013.05
064116064116064116
113013.09
092900
7 '-1 1 "
9/16"
2'-4 3/8"
E5
3 '-0 "
123661.19
113013.04
224100.03
092900
113013.01
064116
064023.01
2'-3"1'-2"2'-6 1/16"3'-0"
1'-2"
7 '-1 1 "
113013.08
064116113013.04 113013.01
113013.010
064116
092900
093013.01
064116
224100.03
123661.19
064116
064116.15
064116
064116
3'-0"
1'-11 9/16"
3 '-0 "
1'-2"2'-9"
A
113013.08
064116
7 '-1 1 "
064116
064116.15
093013.01
064116.20
3 '-0 "
092900
123623.10
064116.21064116.21
092900
011000.01
1'-6"2'-6 3/4"1'-6"
6 '-8 "
064023.01
2 '-1 1 "
2'-6"1'-6 1/4"
224100.01
224100.05
064116
064116
123661.19
092900
102800.01
064023.01
C 092900
123623.23
064023.01
6 '-8 1 /2 "
064023.01
092900
123623.10
064116.21
224100.01
224100.05
064116
064116
123661.19
092900
1'-6"
2 '-1 1 "
102800.01
064023.01
C 092900
260000
064023.01
011000.01
092900
1'-5 1/2"2'-6"
224100.01
224100.05
064116
123661.19
064116
2 '-1 1 "
102800.01
092900
1'-6"3'-7 3/4"1'-6"
123623.10
064116.21064116.21
092900
6 '-8 "
064023.01
092900
1'-6"3'-7 3/4"1'-6"
6 '-8 "F
123623.10
064116.21064116.21
092900
2'-1 9/16"2'-6"7 13/16"2'-6"2'-6"
7 '-1 1 "
2 '-1 0 "
064116064116064116
113013.010
064116 064116
113013.09
123661.19
224100.03
113013.05064116
2'-6"1'-6"2'-6"
092900
6 '-7 1 /2 "
064116.21
123623.10
064023.01
092900
3 '-0 "
1'-6"1'-5 3/4"2'-6"1'-6"
096519
224100.05
064116
064116
123661.19
092900
102800.01
064023.01
092900Cc
064023.01
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
9
:
0
6
A
M
A8.3
INTERIOR
ELEVATIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
KEYED NOTES
011000.01 WASHER & DRYER - EQUIP BY OWNER, N.I.C. TYPE A UNITS INCLUDE A
COMBINATION UNIT
064023.01 INTERIOR ARCHITECTURAL WOODWORK - 1X4 BASE
064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
064116.15 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - UPPER CORNER CABINET
064116.20 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - BASE CORNER CABINET
064116.21 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS - CLOSET UNIT
092900 GYPSUM BOARD
093013.01 CERAMIC TILING - WALL TILE
096519 RESILIENT TILE FLOORING
102800.01 BATHROOM VANITY MIRROR - SELECTED BY OWNER
113013.01 RESIDENTIAL APPLIANCES - DISHWASHER
113013.04 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - CONTROLLS TO BE LOCATED
IN FRONT OF STOVE TOP
113013.05 RESIDENTIAL APPLIANCES - OVEN WITH STOVETOP - 20IN RANGE
113013.08 RESIDENTIAL APPLIANCES - REFRIGERATOR
113013.09 RESIDENTIAL APPLIANCES - REFRIGERATOR SMALL 10CF
113013.010 RESIDENTIAL APPLIANCES - ABOVE RANGE MICROWAVE WITH VENT
123623.10 CLOSET SHELF AND ROD
123623.23 MELAMINE SHELVING - PROVIDE SUPPORT AS REQUIRED
123661.19 QUARTS AGGLOMERATE COUNTERTOPS
224100.01 RESIDENTIAL PLUMBING FIXTURES - TUB
224100.03 RESIDENTIAL PLUMBING FIXTURES - KITCHEN FAUCET
224100.05 RESIDENTIAL PLUMBING FIXTURES - BATHROOM FAUCET
260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL
GENERAL NOTES
1. SEE A1 SERIES FOR WALL TYPES.
2. SEE A2 SERIES FOR ROOM FINISH SCHEDULE.
3. SEE A7 SERIES FOR TOILET ACCESSORY MOUNTING HEIGHTS.
4. SEE A10 SERIES FOR DOOR & WINDOW SCHEDULE.
5. SEE A11 SERIES FOR REFLECTED CEILING PLANS.
6. IF A CONFLICT OR DISCREPANCY OCCURS BETWEEN FLOOR PLANS OF ARCHITECTURAL,
STRUCT., MECH. OR ELEC. DWGS., CONTACT ARCHITECT FOR CLARIFICATION.
7. ALL G.W.B. TO BE 5/8" TYPE 'X', EXCEPT AS NOTED.
8. CONTRACTOR TO SUBMIT A CONTROL JOINT PLAN TO THE ARCHITECT FOR REVIEW AND
APPROVAL PRIOR TO POURING CONCRETE.
9. PROVIDE CASING BEAD & CAULK WHERE G.W.B. ABUTS DISSIMILAR MAT'L
10. DIMENSIONS ARE TO FACE OF STUD, FACE OF BLOCK, OR GRID LINE U.N.O.
11. PROVIDE BACKING PLATES IN FRAMED WALLS FOR ALL HANDRAILS, GRAB BARS, TOILET
ACCESSORIES & OTHER WALL MOUNTED ITEMS.
1/4" = 1'-0"A8.3
1 UNIT 1 KITCHEN
1/4" = 1'-0"A8.3
2 UNIT STUDIO KITCHEN
1/4" = 1'-0"A8.3
3 UNIT 2 KITCHEN C
1/4" = 1'-0"A8.3
4 UNIT 2 KITCHEN B
1/4" = 1'-0"A8.3
5 UNIT 2 KITCHEN A
1/4" = 1'-0"A8.3
6 UNIT 1 BEDROOM CLOSET/WASHER
1/4" = 1'-0"A8.3
7 UNIT 1 BATHROOM
1/4" = 1'-0"A8.3
8 UNIT 1 HALLWAY CLOSET
1/4" = 1'-0"A8.3
9 UNIT STUDIO BEDROOM CLOSET
1/4" = 1'-0"A8.3
10 UNIT STUDIO BATHROOM
1/4" = 1'-0"A8.3
11 UNIT STUDIO ENTRY CLOSET
1/4" = 1'-0"A8.3
12 UNIT 2 WASHER/DRYER
1/4" = 1'-0"A8.3
13 UNIT 2 BATHROOM
1/4" = 1'-0"A8.3
14 UNIT 2 BEDROOM 1 CLOSET
1/4" = 1'-0"A8.3
15 UNIT 2 BEDROOM 2 CLOSET
1/4" = 1'-0"A8.3
16 UNIT STUDIO TYPE B KITCHEN
1/4" = 1'-0"A8.3
17 UNIT STUDIO TYPE B CLOSET/WASHER
1/4" = 1'-0"A8.3
18 UNIT STUDIO TYPE B BATHROOM
1/4" = 1'-0"A8.3
19 UNIT STUDIO TYPE B ENTRY CLOSET
no. description date
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
UP
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
DN
DN
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
UP UP
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
DN
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
UP
DN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
C
C
D
D
4 4
3 3
6'-0 5/8"
5 '-1 0 "
1 7 T R E A D S @ 1 2 " = 1 7 '-0 "
4 1 /8 "
5 '-5 3 /1 6 "
002
002
C
C
D
D
4 4
3 3
6'-0 5/8"
5 '-1 0 "
1 7 T R E A D S @ 1 2 " = 1 7 '-0 "
302
302
B
5 5
6 6
I
I
2
CR1.5
________
7
A9.1
________
5 '-1 0 "
1 7 T R E A D S @ 1 2 " = 1 7 '-0 "
6 '-3 "
6'-0 5/8"
103
103
E2
055213.02
H
H
5 5
I
I
2
CR1.5
________
7
A9.1
________
6'-0 5/8"
5 '-1 1 1 /4 "
1 7 T R E A D S @ 1 2 " = 1 7 '-0 "
4 1 /8 "
5 '-5 3 /1 6 "
003
003
H
H
5 5
6 6
I
I
2
CR1.5
________
7
A9.1
________
5 '-1 0 "
1 7 T R E A D S @ 1 2 " = 1 7 '-0 "
5 "
4 3 /4 "
5 '-5 1 /4 "
6'-0 5/8"
303
303
B
C
C
D
D
4 4
3 3
5 '-1 0 "
1 7 T R E A D S @ 1 2 " = 1 7 '-0 "
5 "
5 '-1 0 "
6'-0 5/8"
102
102
E1
055213.02
T.O. FIRST FLOOR
ELEV.100' -0"
T.O WALL PLATE 109' -1 1/8"
ELEV.109' -1 1/8"
T.O FLOOR 110' -3 1/4"
ELEV.110' -3 1/4"
T.O. WALL PLATE 119' -4 3/8"
ELEV.119' -4 3/8"
T.O. FLOOR 120' -6 1/2"
ELEV.120' -6 1/2"
T.O. WALL PLATE 129' -7 5/8"
ELEV.129' -7 5/8"
T.O. BEARING 130' -9 3/4"
ELEV.130' -9 3/4"
T.O. PARAPET FRAMING
ELEV.134' -0"
5 6
T.O. ROOF FRAME 132' -9 3/4"
ELEV.131' -8 1/8"
T.O SLAB
ELEV.89' -8 3/4"
2
A5.3
________1
A5.4
________
T.O. FOOTING
ELEV.89' -0 3/4"
________11
A9.1
________10
A9.1
________8
A9.1
________8
A9.1
055213.02
1 0 '-3 1 /4 "
1 0 '-3 1 /4 "
1 0 '-3 1 /4 "
WALL -SEE WALL TYPES
1 1/2" TUBE STEEL HANDRAIL
SECURED TO WALL W/ 3" X 3/8"
THICK STEEL MOUNTING
FLANGES TO BE 5'-0" MAX. &
SPACED EQUALLY ALONG WALL
3/8" TAPPED HOLE -SECURE TO
WALL -PROVIDE BACKING
1/2" TUBE STEEL SUPPORT
1/4"
1 1/2"1 1/2"
1 1/2" TUBE STEEL HANDRAIL
SECURED TO WALL W/ 3" X 3/8"
THICK STEEL MOUNTING
FLANGES TO BE 5'-0" MAX. &
SPACED EQUALLY ALONG WALL
3/8" TAPPED HOLE -SECURE TO
WALL -PROVIDE BACKING
1/2" TUBE STEEL SUPPORT
& S T A I R N O S I N G
3 6 " A B O V E S T A I R
WALL -SEE WALL TYPES
1 1/2"1 1/2"
2 "
GATE HINGE -INSTALL PER
MANUFACTURERS
RECOMMENDATIONS
WALL CONSTRUCTION PER WALL
TYPES -MAINTAIN FIRE RESISTANCE
RATINGS AS REQUIRED
2X FRAMING AND BLOCKING -SEE
STRUCTURAL DRAWINGS
GATE MOUNTING HARDWARE INSTALL PER
MANUFACTURERS RECOMMENDATIONS
ADJUSTABLE GATE -INSTALL PER
MANUFACTURERS
RECOMMENDATIONS
ADJUSTABLE GATE -INSTALL PER
MANUFACTURERS RECOMMENDATIONS
GATE SIGNAGE -INSTALL PER
MANUFACTURERS RECOMMENDATIONS
GATE HINGE -INSTALL PER
MANUFACTURERS RECOMMENDATIONS
GATE MOUNTING HARDWARE INSTALL PER
MANUFACTURERS RECOMMENDATIONS
WALL CONSTRUCTION PER WALL
TYPES -MAINTAIN FIRE RESISTANCE
RATINGS AS REQUIRED
1 1/4" X 1 1/4" X 3/16" X 6"
LONG STEEL ANGLE -2
PER TREAD -WELD TO
STRINGER & PAN TYP.
2" X 2" X 1/4" X 4" LONG
STEEL ANGLE -1 PER
STRINGER -WELD TO
INSIDE OF STRINGER &
ATTACH TO CONCRETE
SLAB W/ 3/4" DIA HILTI KWIK
BOLT TZ
3 "
C12 STINGER -PAINT
EXPOSED MEMBERS TYP.
2" PAN STAIR TREAD W/
CONCRETE FILL
4" CONCRETE SLAB -SEE
STRUCTURAL
FOUNDATION PLAN
ALUMINUM STAIR NOSING
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
9
:
1
1
A
M
A9.1
STAIR PLANS
AND SECTIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/4" = 1'-0"A9.1
4 BASEMENT STAIR PLAN B
1/4" = 1'-0"A9.1
6 3RD FLOOR STAIR PLAN B
1/4" = 1'-0"A9.1
2 1ST FLOOR STAIR PLAN A
1/4" = 1'-0"A9.1
1 BASEMENT STAIR PLAN A
1/4" = 1'-0"A9.1
3 3RD FLOOR STAIR PLAN A
1/4" = 1'-0"A9.1
5 1ST FLOOR STAIR PLAN B
1/4" = 1'-0"A9.1
7 STAIR SECTION A
3" = 1'-0"A9.1
8 HAND RAIL TURN BACK
3" = 1'-0"A9.1
9 HAND RAIL SECTION
1" = 1'-0"A9.1
10 EGRESS STAIR GATE
1" = 1'-0"A9.1
11 STAIR @ SLAB
KEYED NOTES
055213.02 EGRESS BARRIER GATE SEE DETAIL 10/A9.1
no. description date
A B
2 '-8 "
4 '-0 "
1 '-6 "
5 '-6 "
3'-0"1'-6"
4'-6"
WINDOW TYPES
A C E F INTERIOR SINGLE
FLUSH WOOD
EXTERIOR VINYL
2 PANEL SLIDING GLASS DOOR
EXTERIOR SINGLE FLUSH
HM FRAME
EXTERIOR SINGLE VIEW HM
FRAME W/ SIDE WINDOW
B INTERIOR SINGLE VIEW HM
FRAME W/ BORROWED LITE D INTERIOR SINGLE FLUSH
HM FRAME
G INTERIOR POCKET
SLIDER WOOD
A BHOLLOW METAL SOLID WOOD C ALUMINUM STOREFRONT
9 '-0 "
6'-2"
3'-1"3'-1"
MDF TRIM
FULL THICKNESS BATT
INSULATION
PREFINISHED METAL
FLASHING WITH DRIP EDGE
PLYWOOD SHEATHING - SEE
STRUCTURAL DRAWINGS
FIBER CEMENT SIDING
5/8" GYPSUM WALL BOARD
HEADER-SEE
STRUCTURAL DRAWINGS
VAPOR BARRIER
AIR INFILTRATION BARRIER -
EXTEND OVER FLASHING
VINYL SLIDING PATIO DOOR -
SEE A10.1 FOR WINDOW AND
DOOR TYPES
SHIM AS NECESSARY
TRIM
FULL THICKNESS BATT
INSULATION
PREFINISHED METAL
FLASHING WITH DRIP EDGE
PLYWOOD SHEATHING - SEE
STRUCTURAL DRAWINGS
FIBER CEMENT SIDING
5/8" GYPSUM WALL BOARD
HEADER-SEE
STRUCTURAL DRAWINGS
VAPOR BARRIER
AIR INFILTRATION BARRIER -
EXTEND OVER FLASHING
HOLLOW METAL DOOR - SEE
A10.1 FOR WINDOW AND
DOOR TYPES
JAMB EXTENSION
SHIM AS NECESSARY
WOOD DOOR PER DOOR
SCHEDULE - MAINTAIN FIRE
RESISTANCE RATINGS AS
REQUIRED
SHIM AS NECESSARY
MDF TRIM
FULL THICKNESS BATT
INSULATION
WALL CONSTRUCTION PER
WALL TYPES - MAINTAIN FIRE
RESISTANCE RATINGS AS
REQUIRED
FIBER CEMENT SIDING
SHIM AS NECESSARY
FRAMING -SEE STRUCTURAL
DRAWINGS
PLYWOOD SHEATHING -SEE
STRUCTURAL DRAWINGS
VINYL SLIDING PATIO DOOR -
SEE A10.1 FOR WINDOW AND
DOOR TYPES
5/8" GYPSUM WALL BOARD
FULL THICKNESS BATT
INSULATION
AIR INFILTRATION BARRIER
VAPOR BARRIER
FIBER CEMENT SIDING
SHIM AS NECESSARY
FRAMING -SEE STRUCTURAL
DRAWINGS
PLYWOOD SHEATHING -SEE
STRUCTURAL DRAWINGS
HOLLOW METAL
DOOR/WINDOW AND FRAME -
SEE A10.1 FOR WINDOW AND
DOOR TYPES
5/8" GYPSUM WALL BOARD
FULL THICKNESS BATT
INSULATION
AIR INFILTRATION BARRIER
VAPOR BARRIER
WOOD DOOR PER DOOR
SCHEDULE - MAINTAIN FIRE
RESISTANCE RATINGS AS
REQUIRED
SHIM AS NECESSARY
MDF TRIM
WALL CONSTRUCTION PER WALL
TYPES - MAINTAIN FIRE
RESISTANCE RATINGS AS
REQUIRED
THRESHOLD, SET IN SEALANT
FLOOR FINISH
PLYWOOD SUBFLOOR
FLOOR JOIST - SEE
STRUCTURAL DRAWINGS
SIDING - SEE WALL TYPES
FULL THICKNESS
BATT INSULATION
FRAMING - SEE STRUCTURAL
DRAWINGS5/8" GYPSUM WALL BOARD
AIR INFILTRATION BARRIER
CONCRETE DECK OVER
PLYWOOD - SLOPE AWAY
FROM BUILDING - SEE
STRUCTURAL DRAWINGS
FLOOR ASSEMBLY - SEE
CR SERIES DRAWINGS
VINYL SLIDING PATIO DOOR -
SEE A10.1 FOR WINDOW AND
DOOR TYPES
FULL THICKNESS
BATT INSULATION
MDF TRIM
FULL THICKNESS
BATT INSULATION
5/8" GYPSUM WALL BOARD
BOTH SIDES
HEADER-SEE STRUCTURAL
DRAWINGS
HOLLOW METAL DOOR -
SEE A10.1 FOR DOOR
TYPES
JAMB EXTENSION
WALL CONSTRUCTION PER
WALL TYPES - MAINTAIN FIRE
RESISTANCE RATINGS AS
REQUIRED
SHIM AS NECESSARY
HOLLOW METAL DOOR AND
FRAME -SEE A10.1 FOR
DOOR TYPES
5/8" GYPSUM WALL BOARD
EACH SIDE
FULL THICKNESS BATT
INSULATION
WALL CONSTRUCTION PER
WALL TYPES - MAINTAIN FIRE
RESISTANCE RATINGS AS
REQUIRED
FIBER CEMENT SIDING
SHIM AS NECESSARY
FRAMING -SEE STRUCTURAL
DRAWINGS
PLYWOOD SHEATHING -SEE
STRUCTURAL DRAWINGS
HOLLOW METAL
DOOR/WINDOW AND FRAME -
SEE A10.1 FOR WINDOW AND
DOOR TYPES
5/8" GYPSUM WALL BOARD
FULL THICKNESS BATT
INSULATION
AIR INFILTRATION BARRIER
VAPOR BARRIER
EFIS SIDING
SHIM AS NECESSARY
FRAMING -SEE STRUCTURAL
DRAWINGS
PLYWOOD SHEATHING -SEE
STRUCTURAL DRAWINGS
HOLLOW METAL
DOOR/WINDOW AND FRAME -
SEE A10.1 FOR WINDOW AND
DOOR TYPES
5/8" GYPSUM WALL BOARD
FULL THICKNESS BATT
INSULATION
AIR INFILTRATION BARRIER
VAPOR BARRIER
CAULK TYP.
TRIM
FULL THICKNESS BATT
INSULATION
PREFINISHED METAL
FLASHING WITH DRIP EDGE
PLYWOOD SHEATHING - SEE
STRUCTURAL DRAWINGS
EFIS SIDING
5/8" GYPSUM WALL BOARD
HEADER-SEE
STRUCTURAL DRAWINGS
VAPOR BARRIER
AIR INFILTRATION BARRIER -
EXTEND OVER FLASHING
HOLLOW METAL DOOR - SEE
A10.1 FOR WINDOW AND
DOOR TYPES
JAMB EXTENSION
TYPE
MARK WINDOW FRAME TYPE HEIGHT WIDTH HEAD DETAIL JAMB DETAIL SILL DETAIL REMARKS
A VINYL FIXED AND CASEMENT 4' - 0" 3' - 0"
B ALUMINUM STOREFRONT 9' - 0" 6' - 2" 3/A10.2 4/A10.2 5/A10.2
1. FIELD VERIFY ALL ROUGH OPENINGS PRIOR TO FABRICATION OF DOOR & WINDOW
FRAMES.
2. PROVIDE SEALANT ENTIRE PERIMETER OF ALL DOOR & WINDOW FRAMES, BOTH SIDES.
3. PROVIDE ADEQUATE BARRIER AGAINST CORROSION BETWEEN DIFFERENT TYPES OF
MATERIALS THAT MAY COME INTO CONTACT.
4. SEE SHEET A2.1 FOR ROOM FINISH SCHEDULE FOR WALL & FLOOR FINISHES.
1. WINDOW SIZES AND OPENINGS ARE BASED ON PELLA RESERVE TRADITIONAL SERIES,
CONTRACTOR TO ADJUST SIZE PER WINDOW MANUFACTURER.
GENERAL NOTESWINDOW SCHEDULE
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
9
:
1
4
A
M
A10.1
WINDOW AND
DOOR
SCHEDULES
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
GLASS TYPES
GL. 1 6 MM CLEAR, ANNEALED FLOAT GLASS
GL. 2 6 MM CLEAR, FULLY TEMPERED FLOAT GLASS
GL. 3 5/8" CLEAR INSULATING, FULLY TEMPERED FLOAT GLASS
GL. 4 1" CLEAR INSULATING, FULLY TEMPERED FLOAT GLASS
GL. 5 5/8" LOW-E-COATED, CLEAR INSULATING, FULLY TEMPERED GLASS
GL. 6 1" LOW-E-COATED, CLEAR INSULATING, FULLY TEMPERED GLASS
GL. 7 1" LOW-E-COATED, CLEAR INSULATING, ANNEALED FLOAT GLASS
GL. 8 5/8" LOW-E-COATED, TINTED INSULATING, FULLY TEMPERED FLOAT GLASS
GL. 9 1" LOW-E-COATED, TINTED INSULATING, FULLY TEMPERED FLOAT GLASS
GL. 10 1" LOW-E-COATED, TINTED INSULATING, ANNEALED FLOAT GLASS
DOOR
NUMBER
DOOR
TYPE
FRAME
TYPE DESCRIPTION WIDTH HEIGHT HEAD DETAIL JAMB DETAIL HARDWARE REMARKS
Exterior
E1 A A H.M. DOOR & FRAME 3' - 0" 7' - 0" 8/A10.1 9/A10.1
E2 A A H.M. DOOR & FRAME 3' - 0" 7' - 0" 8/A10.1 9/A10.1
E3 C A H.M. DOOR & FRAME 3' - 0" 7' - 0" 8/A10.1 9/A10.1
E4 E C H.M. DOOR & FRAME 6' - 0" 6' - 8" 1/A10.1 2/A10.1
E5 E C H.M. DOOR & FRAME 6' - 0" 6' - 8" 1/A10.1 2/A10.1
E6 E C H.M. DOOR & FRAME 6' - 0" 6' - 8" 1/A10.1 2/A10.1
E7 E C H.M. DOOR & FRAME 6' - 0" 6' - 8" 1/A10.1 2/A10.1
E8 E C H.M. DOOR & FRAME 6' - 0" 6' - 8" 1/A10.1 2/A10.1
E9 E C H.M. DOOR & FRAME 6' - 0" 6' - 8" 1/A10.1 2/A10.1
E10 E C H.M. DOOR & FRAME 6' - 0" 6' - 8" 1/A10.1 2/A10.1
E11 E C H.M. DOOR & FRAME 6' - 0" 6' - 8" 1/A10.1 2/A10.1
Interior
002 B A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
003 B A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
004 D A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
005 D A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
102 B A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
103 B A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
104 D A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
105 D A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
202 B A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
203 B A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
204 D A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
205 D A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
302 B A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
303 B A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
304 D A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
305 D A H.M. DOOR & FRAME 3' - 0" 7' - 0" 1/A10.2 2/A10.2
A F B INTERIOR SINGLE FLUSH 3' - 0" 6' - 8" 4/A10.1 5/A10.1
B F B INTERIOR SINGLE FLUSH 3' - 0" 6' - 8" 4/A10.1 5/A10.1
C F B INTERIOR SINGLE FLUSH 3' - 0" 6' - 8" 4/A10.1 5/A10.1
F F B INTERIOR SINGLE FLUSH 2' - 6" 6' - 8" 4/A10.1 5/A10.1 PROVIDE LOUVRE AT MECHANICAL CLOSETS
G F B INTERIOR SINGLE FLUSH 2' - 0" 6' - 8" 4/A10.1 5/A10.1
H F B INTERIOR SINGLE FLUSH 3' - 0" 6' - 8" 4/A10.1 5/A10.1
I F B INTERIOR SINGLE FLUSH 3' - 0" 6' - 8" 4/A10.1 5/A10.1
J F B INTERIOR SINGLE FLUSH 3' - 0" 6' - 8" 4/A10.1 5/A10.1
DOOR SCHEDULE
DOOR TYPES
DOOR FRAME TYPES
1 1/2" = 1'-0"A10.1
1 HEAD @ SLIDING GLASS DOOR
1" = 1'-0"A10.1
8 HEAD @ HM DOOR EXTERIOR
1 1/2" = 1'-0"A10.1
4 HEAD @ INTERIOR DOOR
1 1/2" = 1'-0"A10.1
2 JAMB @ SLIDING GLASS DOOR
1 1/2" = 1'-0"A10.1
9 JAMB @ HM DOOR EXTERIOR
1 1/2" = 1'-0"A10.1
5 JAMB @ INTERIOR DOOR
1 1/2" = 1'-0"A10.1
3 SILL @ SLIDING GLASS DOOR
10/A10.1 11/A10.1 12/A10.1
1" = 1'-0"A10.1
6 HEAD @ HM DOOR INTERIOR
1 1/2" = 1'-0"A10.1
7 JAMB @ HM DOOR INTERIOR
1 1/2" = 1'-0"A10.1
13 JAMB @ HM DOOR W/ TRANSOM
1 1/2" = 1'-0"A10.1
14 JAMB @ HM DOOR EXTERIOR EFIS
1" = 1'-0"A10.1
15 HEAD @ HM DOOR EXTERIOR EFIS
no. description date
MDF TRIM
FULL THICKNESS BATT
INSULATION
PREFINISHED METAL FLASHING
WITH DRIP EDGE
PLYWOOD SHEATHING - SEE
STRUCTURAL DRAWINGS
METAL PANEL SIDING
5/8" GYPSUM WALL BOARD
VINYL WINDOW - SEE A10.1 FOR
WINDOW AND DOOR TYPES
HEADER-SEE
STRUCTURAL DRAWINGS
VAPOR BARRIER
AIR INFILTRATION BARRIER -
EXTEND OVER FLASHING
JAMB EXTENSION
MDF TRIM
FULL THICKNESS BATT
INSULATION
PREFINISHED METAL FLASHING
WITH DRIP EDGE
PLYWOOD SHEATHING - SEE
STRUCTURAL DRAWINGS
FIBER CEMENT SIDING
5/8" GYPSUM WALL BOARD
VINYL WINDOW - SEE A10.1 FOR
WINDOW AND DOOR TYPES
HEADER-SEE
STRUCTURAL DRAWINGS
VAPOR BARRIER
AIR INFILTRATION BARRIER -
EXTEND OVER FLASHING
JAMB EXTENSIONTRIM
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL BOARD
VINYL WINDOW - SEE A10.1 FOR
WINDOW AND DOOR TYPES
VAPOR BARRIER
WATERPROOFING EXTEND
OVER FLASHING
JAMB EXTENSION
FULL THICKNESS BATT
INSULATION
PLYWOOD SHEATHING - SEE
STRUCTURAL DRAWINGS
PRE-FINISHED METAL
FLASHING WITH DRIP EDGE
VAPOR BARRIER
5/8" GYPSUM WALL BOARD
VINYL WINDOW - SEE A10.1
FOR WINDOW TYPESSILL
SHIM AS NECESSARY
AIR INFILTRATION BARRIER
MDF TRIM
METAL PANEL SDING
FULL THICKNESS BATT
INSULATION
PLYWOOD SHEATHING - SEE
STRUCTURAL DRAWINGS
FIBER CEMENT SIDING
VAPOR BARRIER
5/8" GYPSUM WALL BOARD
VINYL WINDOW - SEE A10.1
FOR WINDOW TYPES
SILL
SHIM AS NECESSARY
AIR INFILTRATION BARRIER
TRIM
PRE FINISHED METAL DRIP
EDGE
FULL THICKNESS BATT
INSULATION
CONCRETE STEM WALL - SEE
STRUCTURAL DRAWINGS
VAPOR BARRIER
5/8" GYPSUM WALL BOARD
VINYL WINDOW - SEE A10.1
FOR WINDOW TYPES
SILL
SHIM AS NECESSARY
MDF TRIM
WATERPROOFING
SEE A10.1 FOR WINDOW
TYPES
SHIM AS NECESSARY
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL BOARD
2X FRAMING - SEE
STRUCTURAL DRAWINGS
VAPOR BARRIER
AIR INFILTRATION BARRIER
PLYWOOD SHEATHING
1X4 INTERIOR TRIM
METAL PANEL SIDING
SEE A10.1 FOR WINDOW
TYPES
SHIM AS NECESSARY
FULL THICKNESS BATT
INSULATION
5/8" GWB
DOUBLE 2X STUDS
VAPOR BARRIER
AIR INFILTRATION BARRIER
PLYWOOD SHEATHING
1X4 INTERIOR TRIM
FIBER CEMENT SIDINGSEE A10.1 FOR WINDOW
TYPES
SHIM AS NECESSARY
FULL THICKNESS BATT
INSULATION
5/8" GWB
2X FRAMING - SEE
STRUCTURAL DRAWINGSVAPOR BARRIER
WATERPROOFING
1X4 INTERIOR TRIM
CONCRETE STEM WALL - SEE
STRUCTURAL DRAWINGS
FULL THICKNESS BATT
INSULATION
PLYWOOD SHEATHING - SEE
STRUCTURAL DRAWINGS
FIBER CEMENT SIDING
VAPOR BARRIER
5/8" GYPSUM WALL BOARD
CAULK TYPICAL
AIR INFILTRATION BARRIER
HOLLOW METAL WINDOW
SEE A10.1 FOR WINDOW
TYPES
PRE-FINISHED METAL
FLASHING
HOLLOW METAL WINDOW
SEE A10.1 FOR WINDOW
TYPES
CAULK TYP.
FULL THICKNESS BATT
INSULATION
5/8" GYPSUM WALL BOARD
2X FRAMING - SEE
STRUCTURAL DRAWINGS
VAPOR BARRIER
AIR INFILTRATION BARRIER
PLYWOOD SHEATHING
FIBER CEMENT SIDING
FIBER CEMENT SIDING
AIR INFILTRATION BARRIER
LAP OVER FLASHING
HOLLOW METAL WINDOW
AND FRAME -SEE
A10 SERIES FOR WINDOW
TYPES
5/8" TYPE 'X' GYPSUM
WALL BOARD
VAPOR BARRIER
FULL THICKNESS BATT
INSULATION
PLYWOOD SHETHING -SEE
STRUCTURAL DRAWINGS
HEADER -SEE STRUCTURAL
DRAWINGS
PREFINISHED METAL
FLASHING
W/ DRIP EDGE, SLOPED TO
DRAIN AWAY FROM BUILDING
SHIM AS NECESSARY
CAULK TYP.
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
9
:
1
5
A
M
A10.2
DOOR AND
WINDOW
DETAILS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1 1/2" = 1'-0"A10.2
1 WDO HEAD @ EXTERIOR METAL
1 1/2" = 1'-0"A10.2
2 WDO HEAD @ EXTERIOR WOOD
1 1/2" = 1'-0"A10.2
3 WDO HEAD @ STEM WALL
1 1/2" = 1'-0"A10.2
4 WDO SILL @ EXTERIOR METAL
1 1/2" = 1'-0"A10.2
5 WDO SILL @ EXTERIOR WOOD
1 1/2" = 1'-0"A10.2
6 WDO SILL @ STEM WALL
1 1/2" = 1'-0"A10.2
7 WDO JAMB @ EXTERIOR METAL
1 1/2" = 1'-0"A10.2
8 WDO JAMB @ EXTERIOR WOOD
1 1/2" = 1'-0"A10.2
9 WDO JAMB @ STEM WALL
1 1/2" = 1'-0"A10.2
10 WDO SILL @ HOLLOW METAL
1 1/2" = 1'-0"A10.2
11 WDO JAMB @ HOLLOW METAL
1 1/2" = 1'-0"A10.2
12 WDO HEAD @ HOLLOW METAL
no. description date
F
F
F
F
F
F
F
F FF
F
FS
TS
C1 PAINTED, TEXTURED TYPE 'X' GYPSUM WALL BOARD ON FRAMING,
SUSPENDED BELOW C2. USE WATER RESISTANT TYPE 'X' G.W.B. IN SHOWERS.
C2 DOUBLE LAYER, TYPE 'X' GYPSUM WALL BOARD, INSTALLED PER GA
FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAINTED IN ROOMS
WHERE C2 IS EXPOSED. MAINTAIN FIRE RESISTANCE RATING AT ALL
PENETRATIONS.
RECESSED CAN (EXT. OR INT)
PENDANT STRIP DOWNLIGHT
WALL MOUNT FIXTURE
MECHANICAL SUPPLY
NOTE: SHOULD A CONFLICT OF MECHANICAL AND ELECTRICAL DEVICES OCCUR BETWEEN THE
ARCHITECTURAL REFLECTED CEILING PLAN AND THE MECHANICAL/ ELECTRICAL DRAWINGS,
CONTACT ARCHITECT FOR RESOLUTION
EXIT SIGN WITH FLOOD LIGHTS
1
A5.2
________
1
A5.2
________
C
C
D
D
E
E
F
F
H
H
1 1
4
4
5 5
8 8
2 2
G
G
6 6
B
B
7 7
3 3
A
A
I
I
J
J
K
K 1
A5.1
________
1
A5.1
________
2
A5.1
________
2
A5.1
________2
A5.2
________
2
A5.2
________
2
A5.4
________2
A5.4
________
2
A5.3
________2
A5.3
________
1
A5.3
________1
A5.3
________
1
A5.4
________1
A5.4
________
________1
A11.5
8' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"
092900.10
092900.10
092900.10
092900.10 092900.10
092900.10
092900.10 092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10092900.10092900.10092900.10
092900.10
092900.10
092900.10
092900.10
092900.10 092900.10 092900.10
092900.10
092900.10
092900.10092900.10 092900.10
092900.10092900.10092900.10 092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
013F
013H
013E013D
013C
013I
013G
013J
013A
013B
003
005
011B
011G 009G
011D
011C 009C
011A 009A
011E
011H
011F
009H
009F
009E
009B
001
007B 005B
005G007G
007D 005A007A
007C 005C
007E
007F 005F
005E
005H007H
003H
003F
003B
003C
003E 003I
003A
003G 002A
002G
002J
002C
002E
002I
002B
002H
002F
004
001J
001G
001C
001I
001E 001D
001H
001F
001B
001A
002
004B
004G
004A004D
004C006C
006D
006G
006A
006B
004H
004E
004F
006H
006F
006E008E
008F
008H010H
010F
010E
010A
010C 008C
008D010D
010G 008G
010B 008B012D012E
012C
012B
012A
012G
012H
012F
012I
014A
014B014E
014F
014H
014D
014C
014I
014G
014J
008A
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
9
:
2
0
A
M
A11.1
BASEMENT
REFLECTED
CLG. PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1. CENTER LIGHT FIXTURES, ETC., IN CEILING TILES OR AS SHOWN.
2. LIGHT FIXTURES WHICH OCCUR IN GWB CEILINGS ARE TO BE CENTERED BETWEEN
WALLS AND/OR CASEWORK, UNLESS OTHERWISE NOTED. REFER TO FLOOR PLANS, A1
SERIES, FOR DIMENSIONS AND WALL TYPES.
3. COORDINATE PLACEMENT OF MECHANICAL AND ELECTRICAL ITEMS TO AVOID CONFLICT
WITH OBSTRUCTIONS ABOVE CEILING.
4. SUSPENDED GYP. BOARD CEILINGS MAY BE EITHER OF THE FOLLOWING AT
CONTRACTORS OPTION: 5/8" TYPE "X" GWB ON HAT CHANNELS @ 24" O.C., SECURED TO
1 1/2" 'C' CHANNELS @ 48" O.C., SUSPENDED FROM STRUCTURE OR 5/8" TYPE "X" GWB ON
LIGHT GAUGE METAL FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C.
5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINKLER HEAD LOCATIONS AND
QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13 AND ADMINISTRATIVE AUTHORITY.
HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BETWEEN OTHER CEILING
ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC.
6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION.
7. PROVIDE SEISMIC BRACING FOR ALL SUSPENDED CEILINGS - SEE DETAIL X/AX.X
8. ALL EXPOSED DUCTWORK IN PUBLIC AREA TO BE PAINTED.
9. CORRIDNATE CEILING LAYOUT AND ACCESS DOOR LOCATION WITH HEAT PUMP FILTER
LOCATION.
GENERAL NOTES
CEILING TYPES
SYMBOL KEY
1/8" = 1'-0"A11.1
1 BASEMENT REFLECTED CEILING PLAN
KEYED NOTES
092900.10 PAINTED, TEXTURED, TYPE X GYPSUM WALL BOARD CEILING
no. description date
F
F
F
F
F
C1 PAINTED, TEXTURED TYPE 'X' GYPSUM WALL BOARD ON FRAMING,
SUSPENDED BELOW C2. USE WATER RESISTANT TYPE 'X' G.W.B. IN SHOWERS.
C2 DOUBLE LAYER, TYPE 'X' GYPSUM WALL BOARD, INSTALLED PER GA
FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAINTED IN ROOMS
WHERE C2 IS EXPOSED. MAINTAIN FIRE RESISTANCE RATING AT ALL
PENETRATIONS.
RECESSED CAN (EXT. OR INT)
PENDANT STRIP DOWNLIGHT
WALL MOUNT FIXTURE
MECHANICAL SUPPLY
NOTE: SHOULD A CONFLICT OF MECHANICAL AND ELECTRICAL DEVICES OCCUR BETWEEN THE
ARCHITECTURAL REFLECTED CEILING PLAN AND THE MECHANICAL/ ELECTRICAL DRAWINGS,
CONTACT ARCHITECT FOR RESOLUTION
EXIT SIGN WITH FLOOD LIGHTS
1
A5.2
________
1
A5.2
________
C
C
D
D
E
E
F
F
H
H
1 1
4 4
5 5
8 8
2 2
G
G
6 6
B
B
7 7
3 3
A
A
I
I
J
J
K
K 1
A5.1
________2
A5.1
________
2
A5.1
________2
A5.2
________
2
A5.2
________
2
A5.4
________2
A5.4
________
2
A5.3
________2
A5.3
________
1
A5.3
________1
A5.3
________
1
A5.4
________1
A5.4
________
________3
A11.6
________2
A11.6
________1
A11.6
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C28' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
092900.10
092900.10
092900.10
092900.10
092900.10 092900.10 092900.10 092900.10
092900.10 092900.10
092900.10 092900.10 092900.10 092900.10
092900.10
092900.10
092900.10
092900.10
092900.10 092900.10 092900.10 092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10 092900.10 092900.10 092900.10
092900.10 092900.10 092900.10
8' - 3 3/8"
8' - 0"C1
8' - 0"C1
8' - 0"C1 8' - 0"C1
092900.10
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
101A 101G
101C
101D101E
101I
101B
101H
101F
101J
104101
102J102G
102C
102E
102I
102H
102F
102B
102A
103I103E103D
103G
103A
103B
103H
103F
105F
105H
105E
105C
105D 105A
105G
105B107B
107G
107C107A
107H
107F
107E109E
109F
109H
109C
109A109D
111C
111G 109G
109B111B
111A
111H
111F
111E
103
113A
113B
113E113D
113C
113H
113F
113I
113J
113G
105
106
114J
114G
114A
114I114C
114D 114E
114F114H
114B
112E112I
112G
112C
112B
112A
112H
112F
110B 108B
108G110G
110D 108D110A 108A
108C110C
110E
110F
110H 108H
108F
108E
106B
106G 104G
104B
104D106D106A 104A
104C106C
106E
106F
106H 104H
104F
104E
102
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
9
:
2
6
A
M
A11.2
1ST FLOOR
REFLECTED
CLG. PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1. CENTER LIGHT FIXTURES, ETC., IN CEILING TILES OR AS SHOWN.
2. LIGHT FIXTURES WHICH OCCUR IN GWB CEILINGS ARE TO BE CENTERED BETWEEN
WALLS AND/OR CASEWORK, UNLESS OTHERWISE NOTED. REFER TO FLOOR PLANS, A1
SERIES, FOR DIMENSIONS AND WALL TYPES.
3. COORDINATE PLACEMENT OF MECHANICAL AND ELECTRICAL ITEMS TO AVOID CONFLICT
WITH OBSTRUCTIONS ABOVE CEILING.
4. SUSPENDED GYP. BOARD CEILINGS MAY BE EITHER OF THE FOLLOWING AT
CONTRACTORS OPTION: 5/8" TYPE "X" GWB ON HAT CHANNELS @ 24" O.C., SECURED TO
1 1/2" 'C' CHANNELS @ 48" O.C., SUSPENDED FROM STRUCTURE OR 5/8" TYPE "X" GWB ON
LIGHT GAUGE METAL FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C.
5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINKLER HEAD LOCATIONS AND
QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13 AND ADMINISTRATIVE AUTHORITY.
HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BETWEEN OTHER CEILING
ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC.
6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION.
7. PROVIDE SEISMIC BRACING FOR ALL SUSPENDED CEILINGS - SEE DETAIL X/AX.X
8. ALL EXPOSED DUCTWORK IN PUBLIC AREA TO BE PAINTED.
9. CORRIDNATE CEILING LAYOUT AND ACCESS DOOR LOCATION WITH HEAT PUMP FILTER
LOCATION.
GENERAL NOTES
CEILING TYPES
SYMBOL KEY
1/8" = 1'-0"A11.2
1 FIRST FLOOR REFLECTED CEILING PLAN
KEYED NOTES
092900.10 PAINTED, TEXTURED, TYPE X GYPSUM WALL BOARD CEILING
no. description date
C1 PAINTED, TEXTURED TYPE 'X' GYPSUM WALL BOARD ON FRAMING,
SUSPENDED BELOW C2. USE WATER RESISTANT TYPE 'X' G.W.B. IN SHOWERS.
C2 DOUBLE LAYER, TYPE 'X' GYPSUM WALL BOARD, INSTALLED PER GA
FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAINTED IN ROOMS
WHERE C2 IS EXPOSED. MAINTAIN FIRE RESISTANCE RATING AT ALL
PENETRATIONS.
RECESSED CAN (EXT. OR INT)
PENDANT STRIP DOWNLIGHT
WALL MOUNT FIXTURE
MECHANICAL SUPPLY
NOTE: SHOULD A CONFLICT OF MECHANICAL AND ELECTRICAL DEVICES OCCUR BETWEEN THE
ARCHITECTURAL REFLECTED CEILING PLAN AND THE MECHANICAL/ ELECTRICAL DRAWINGS,
CONTACT ARCHITECT FOR RESOLUTION
EXIT SIGN WITH FLOOD LIGHTS
1
A5.2
________
1
A5.2
________
C
C
D
D
E
E
F
F
H
H
1 1
________1
A3.2
________2
A3.1
________1
A3.1
4
4
5 5
8 8
2 2
G
G
6 6
B
B
7 7
3 3
A
A
I
I
J
J
K
K
________2
A3.2
1
A5.1
________
1
A5.1
________
2
A5.1
________
2
A5.1
________2
A5.2
________
2
A5.2
________
2
A5.4
________2
A5.4
________
2
A5.3
________2
A5.3
________
1
A5.3
________1
A5.3
________
1
A5.4
________1
A5.4
________
________1
A11.7
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C28' - 11 3/8"C2
8' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
092900.10
092900.10092900.10
092900.10
092900.10
092900.10
092900.10 092900.10 092900.10
092900.10 092900.10
092900.10092900.10
092900.10092900.10
092900.10092900.10
092900.10
092900.10
092900.10
092900.10
092900.10092900.10092900.10092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C18' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
201J
204
201G
201C
201D
201I
201E
201H201F
201B
201A
202
204B
204G
204D
204C
204A206D
206G
206A
206C
204E206E
206F 204F
204H206H
206B
201
208B
208G210G
210D 208D 208A210A
210C 208C
208E210E
210F 208F
208H210H
210B212D212E212I
212G
212C
212B212A
212H
212F
214A
214B
214E
214I
214G
214J
214C
214D
214H 214F
205
213J
213A
213B213I
213E213D
213C
213G
213F
213H
203
211B
211G 209G
209D 209A211D211A
211C 209C
209H211H
211F
211E 209E
209F 207F
207E
207H 205H
205F
205E
205C207C
207D 205D 205A207A
207G 205G
207B 205B209B
203D 203E 203I
203G
203A203C
203B
203H
203F
202B
202A 202G
202J
202C
202D202E
202I
202H
202F
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
9
:
3
0
A
M
A11.3
2ND FLOOR
REFLECTED
CLG. PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1. CENTER LIGHT FIXTURES, ETC., IN CEILING TILES OR AS SHOWN.
2. LIGHT FIXTURES WHICH OCCUR IN GWB CEILINGS ARE TO BE CENTERED BETWEEN
WALLS AND/OR CASEWORK, UNLESS OTHERWISE NOTED. REFER TO FLOOR PLANS, A1
SERIES, FOR DIMENSIONS AND WALL TYPES.
3. COORDINATE PLACEMENT OF MECHANICAL AND ELECTRICAL ITEMS TO AVOID CONFLICT
WITH OBSTRUCTIONS ABOVE CEILING.
4. SUSPENDED GYP. BOARD CEILINGS MAY BE EITHER OF THE FOLLOWING AT
CONTRACTORS OPTION: 5/8" TYPE "X" GWB ON HAT CHANNELS @ 24" O.C., SECURED TO
1 1/2" 'C' CHANNELS @ 48" O.C., SUSPENDED FROM STRUCTURE OR 5/8" TYPE "X" GWB ON
LIGHT GAUGE METAL FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C.
5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINKLER HEAD LOCATIONS AND
QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13 AND ADMINISTRATIVE AUTHORITY.
HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BETWEEN OTHER CEILING
ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC.
6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION.
7. PROVIDE SEISMIC BRACING FOR ALL SUSPENDED CEILINGS - SEE DETAIL X/AX.X
8. ALL EXPOSED DUCTWORK IN PUBLIC AREA TO BE PAINTED.
9. CORRIDNATE CEILING LAYOUT AND ACCESS DOOR LOCATION WITH HEAT PUMP FILTER
LOCATION.
GENERAL NOTES
CEILING TYPES
SYMBOL KEY
1/8" = 1'-0"A11.3
1 T.O. FLOOR 111' - 3 1/4"
KEYED NOTES
092900.10 PAINTED, TEXTURED, TYPE X GYPSUM WALL BOARD CEILING
no. description date
C1 PAINTED, TEXTURED TYPE 'X' GYPSUM WALL BOARD ON FRAMING,
SUSPENDED BELOW C2. USE WATER RESISTANT TYPE 'X' G.W.B. IN SHOWERS.
C2 DOUBLE LAYER, TYPE 'X' GYPSUM WALL BOARD, INSTALLED PER GA
FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAINTED IN ROOMS
WHERE C2 IS EXPOSED. MAINTAIN FIRE RESISTANCE RATING AT ALL
PENETRATIONS.
RECESSED CAN (EXT. OR INT)
PENDANT STRIP DOWNLIGHT
WALL MOUNT FIXTURE
MECHANICAL SUPPLY
NOTE: SHOULD A CONFLICT OF MECHANICAL AND ELECTRICAL DEVICES OCCUR BETWEEN THE
ARCHITECTURAL REFLECTED CEILING PLAN AND THE MECHANICAL/ ELECTRICAL DRAWINGS,
CONTACT ARCHITECT FOR RESOLUTION
EXIT SIGN WITH FLOOD LIGHTS
1
A5.2
________
1
A5.2
________
C
C
D
D
E
E
F
F
H
H
1 1
________1
A3.2
________2
A3.1
________1
A3.1
4
4
5 5
8 8
2 2
G
G
6 6
B
B
7 7
3 3
A
A
I
I
J
J
K
K
________2
A3.2
1
A5.1
________
1
A5.1
________
2
A5.1
________
2
A5.1
________2
A5.2
________
2
A5.2
________
2
A5.4
________2
A5.4
________
2
A5.3
________2
A5.3
________
1
A5.3
________1
A5.3
________
1
A5.4
________1
A5.4
________
________1
A11.7
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C28' - 11 3/8"C2
8' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2 8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C28' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
092900.10
092900.10
092900.10 092900.10 092900.10
092900.10
092900.10
092900.10092900.10092900.10
092900.10 092900.10
092900.10 092900.10 092900.10 092900.10
092900.10
092900.10
092900.10
092900.10
092900.10 092900.10 092900.10 092900.10 092900.10
092900.10
092900.10092900.10092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
092900.10
302F
302H
302D302E
302I 302C
302G
302J
302A
302B
304
301J
301G
301C
301I
301E
301H301F
301B
301A
301
302
304B306B
306G 304G
304A306D306A
306C 304C
304H306H
306F 304F
304E306E308E
308F
308H
308A310D310A
310C 308C
308G310G
310B 308B
310E
310F
310H
312D
312C
312E312I
312G
312A
312B
312H
312F
314B
314A
314J
314G
314C
314D 314E
314I
314F314H
305
313J
313G
313A
313B
313E
313I
313C
313D
313H 313F
303
311D311A 309D 309A
309C311C
311G 309G
309B311B
309H311H
311F
311E 309E
309F 307F
307E
307H 305H
305F
305E
305C307C
307D307A 305D 305A
305G307G
307B 305B
303E 303I
303C
303G
303A
303B
303H
303F
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
9
:
3
3
A
M
A11.4
3RD FLOOR
REFLECTED
CLG. PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1. CENTER LIGHT FIXTURES, ETC., IN CEILING TILES OR AS SHOWN.
2. LIGHT FIXTURES WHICH OCCUR IN GWB CEILINGS ARE TO BE CENTERED BETWEEN
WALLS AND/OR CASEWORK, UNLESS OTHERWISE NOTED. REFER TO FLOOR PLANS, A1
SERIES, FOR DIMENSIONS AND WALL TYPES.
3. COORDINATE PLACEMENT OF MECHANICAL AND ELECTRICAL ITEMS TO AVOID CONFLICT
WITH OBSTRUCTIONS ABOVE CEILING.
4. SUSPENDED GYP. BOARD CEILINGS MAY BE EITHER OF THE FOLLOWING AT
CONTRACTORS OPTION: 5/8" TYPE "X" GWB ON HAT CHANNELS @ 24" O.C., SECURED TO
1 1/2" 'C' CHANNELS @ 48" O.C., SUSPENDED FROM STRUCTURE OR 5/8" TYPE "X" GWB ON
LIGHT GAUGE METAL FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C.
5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINKLER HEAD LOCATIONS AND
QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13 AND ADMINISTRATIVE AUTHORITY.
HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BETWEEN OTHER CEILING
ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC.
6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION.
7. PROVIDE SEISMIC BRACING FOR ALL SUSPENDED CEILINGS - SEE DETAIL X/AX.X
8. ALL EXPOSED DUCTWORK IN PUBLIC AREA TO BE PAINTED.
9. CORRIDNATE CEILING LAYOUT AND ACCESS DOOR LOCATION WITH HEAT PUMP FILTER
LOCATION.
GENERAL NOTES
CEILING TYPES
SYMBOL KEY
1/8" = 1'-0"A11.4
1 T.O. FLOOR 122' - 6 1/2"
KEYED NOTES
092900.10 PAINTED, TEXTURED, TYPE X GYPSUM WALL BOARD CEILING
no. description date
FF
F
FF
F
C1 PAINTED, TEXTURED TYPE 'X' GYPSUM WALL BOARD ON FRAMING,
SUSPENDED BELOW C2. USE WATER RESISTANT TYPE 'X' G.W.B. IN SHOWERS.
C2 DOUBLE LAYER, TYPE 'X' GYPSUM WALL BOARD, INSTALLED PER GA
FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAINTED IN ROOMS
WHERE C2 IS EXPOSED. MAINTAIN FIRE RESISTANCE RATING AT ALL
PENETRATIONS.
RECESSED CAN (EXT. OR INT)
PENDANT STRIP DOWNLIGHT
WALL MOUNT FIXTURE
MECHANICAL SUPPLY
NOTE: SHOULD A CONFLICT OF MECHANICAL AND ELECTRICAL DEVICES OCCUR BETWEEN THE
ARCHITECTURAL REFLECTED CEILING PLAN AND THE MECHANICAL/ ELECTRICAL DRAWINGS,
CONTACT ARCHITECT FOR RESOLUTION
EXIT SIGN WITH FLOOD LIGHTS
1
A5.2
________CDE
5
8
6
B
7
A1
A5.1
________2
A5.1
________2
A5.2
________
2
A5.3
________
1
A5.3
________
1
A5.4
________
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 0"C18' - 0"C1
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10 092900.10
092900.10
092900.108' - 0"C1
8' - 0"C1
092900.10
8' - 0"C1
092900.10
8' - 0"C1
8' - 0"C1
092900.10
107446.01107446.02107446.01
107446.02
107446.01
107446.01
107446.01
230000
260000
260000
230000
230000
260000
MECH.
002F
BEDROOM 1
002H
LAUNDRY
002E
HALL
002I
BATHROOM
002C
WATER
002G
BEDROOM 2
002J
LIVING
002B
KITCHEN
002A
HALL
003I
LAUNDRY
003E
WATER
003G
KITCHEN
003A
BATHROOM
003C
LIVING
003B
BEDROOM 1
003H
MECH.
003F
MECH.
005F
BEDROOM 1
005H
LAUNDRY
005E
KITCHEN
005A
BATHROOM
005C
WATER
005G
LIVING
005B
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
9
:
3
5
A
M
A11.5
BASEMENT UNIT
RCPs
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1. CENTER LIGHT FIXTURES, ETC., IN CEILING TILES OR AS SHOWN.
2. LIGHT FIXTURES WHICH OCCUR IN GWB CEILINGS ARE TO BE CENTERED BETWEEN
WALLS AND/OR CASEWORK, UNLESS OTHERWISE NOTED. REFER TO FLOOR PLANS, A1
SERIES, FOR DIMENSIONS AND WALL TYPES.
3. COORDINATE PLACEMENT OF MECHANICAL AND ELECTRICAL ITEMS TO AVOID CONFLICT
WITH OBSTRUCTIONS ABOVE CEILING.
4. SUSPENDED GYP. BOARD CEILINGS MAY BE EITHER OF THE FOLLOWING AT
CONTRACTORS OPTION: 5/8" TYPE "X" GWB ON HAT CHANNELS @ 24" O.C., SECURED TO
1 1/2" 'C' CHANNELS @ 48" O.C., SUSPENDED FROM STRUCTURE OR 5/8" TYPE "X" GWB ON
LIGHT GAUGE METAL FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C.
5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINKLER HEAD LOCATIONS AND
QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13 AND ADMINISTRATIVE AUTHORITY.
HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BETWEEN OTHER CEILING
ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC.
6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION.
7. PROVIDE SEISMIC BRACING FOR ALL SUSPENDED CEILINGS - SEE DETAIL X/AX.X
8. ALL EXPOSED DUCTWORK IN PUBLIC AREA TO BE PAINTED.
9. CORRIDNATE CEILING LAYOUT AND ACCESS DOOR LOCATION WITH HEAT PUMP FILTER
LOCATION.
GENERAL NOTESCEILING TYPES
SYMBOL KEY
1/4" = 1'-0"A11.5
1 BASEMENT UNITS REFLECTED CEILING PLAN
KEYED NOTES
092900.10 PAINTED, TEXTURED, TYPE X GYPSUM WALL BOARD CEILING
107446.01 METAL EGRESS WINDOW WELL W/ ACESS LADDER
107446.02 METAL WINDOW WELL FOR VENTING
230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL
260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL
no. description date
F
F
F
1
A5.2
________CDEF
5
8
6
B
7
A1
A5.1
________2
A5.1
________2
A5.2
________
2
A5.3
________
1
A5.3
________
1
A5.4
________
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 0"C1
8' - 0"C1
8' - 0"C1
8' - 11 3/8"C2
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
8' - 0"C1
092900.10
092900.10
8' - 0"C1
092900.10
260000
260000
260000230000
230000
230000
KITCHEN
102A
LIVING
102B
BATHROOM
102C
LAUNDRY
102E
MECH.
102F
WATER
102G
BEDROOM 2
102J
HALL
102I
BEDROOM 1
102H
KITCHEN
103A
LIVING
103B
BATHROOM
103C
SHOWER
103D
LAUNDRY
103E
MECH.
103F
WATER
103G
BEDROOM 1
103H
HALL
103I
KITCHEN
105A
LIVING
105B
BATHROOM
105C
SHOWER
105D
LAUNDRY
105E
MECH.
105F
WATER
105G
BEDROOM 1
105H
KITCHEN
107A
LIVING
107B
BATHROOM
107C
LAUNDRY
107E
MECH.
107F
WATER
107G
BEDROOM 1
107H
LIVING
109B
LAUNDRY
109E
MECH.
109F
260000
260000
260000
260000
260000
260000
260000
260000
260000
260000 260000
260000
260000
260000
8' - 0"C1
8' - 0"C1
C
1
4
2
B
3
A1
A5.1
________2
A5.1
________
8' - 11 3/8"C2
092900.10
8' - 11 3/8"C2
092900.10
8' - 11 3/8"C2
092900.10
8' - 11 3/8"C2
092900.10
8' - 11 3/8"C2
092900.10
260000
230000
KITCHEN
101A
LIVING
101B
HALL
101I
SHOWER
101D
BATHROOM
101C
LAUNDRY
101E
BEDROOM 1
101H
MECH.
101F
BEDROOM 2
101J
WATER
101G
260000
260000
260000
260000
260000
H
1
4
2
3
I
8' - 11 3/8"C2
092900.10
8' - 11 3/8"C2
092900.10
230000
260000
KITCHEN
112A
LIVING
112B
BATHROOM
112C
LAUNDRY
112E
MECH.
112F
WATER
112G
BEDROOM 1
112H
HALL
112I
260000
260000
260000
C1 PAINTED, TEXTURED TYPE 'X' GYPSUM WALL BOARD ON FRAMING,
SUSPENDED BELOW C2. USE WATER RESISTANT TYPE 'X' G.W.B. IN SHOWERS.
C2 DOUBLE LAYER, TYPE 'X' GYPSUM WALL BOARD, INSTALLED PER GA
FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAINTED IN ROOMS
WHERE C2 IS EXPOSED. MAINTAIN FIRE RESISTANCE RATING AT ALL
PENETRATIONS.
RECESSED CAN (EXT. OR INT)
PENDANT STRIP DOWNLIGHT
WALL MOUNT FIXTURE
MECHANICAL SUPPLY
NOTE: SHOULD A CONFLICT OF MECHANICAL AND ELECTRICAL DEVICES OCCUR BETWEEN THE
ARCHITECTURAL REFLECTED CEILING PLAN AND THE MECHANICAL/ ELECTRICAL DRAWINGS,
CONTACT ARCHITECT FOR RESOLUTION
EXIT SIGN WITH FLOOD LIGHTS
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
9
:
3
9
A
M
A11.6
1ST FLOOR UNIT
RCPs
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1/4" = 1'-0"A11.6
1 FIRST FLOOR UNITS
1/4" = 1'-0"A11.6
2 TO SUBFLOOR 100' - 0" - Callout 2
1/4" = 1'-0"A11.6
3 STUDIO TYPE B RCP
1. CENTER LIGHT FIXTURES, ETC., IN CEILING TILES OR AS SHOWN.
2. LIGHT FIXTURES WHICH OCCUR IN GWB CEILINGS ARE TO BE CENTERED BETWEEN
WALLS AND/OR CASEWORK, UNLESS OTHERWISE NOTED. REFER TO FLOOR PLANS, A1
SERIES, FOR DIMENSIONS AND WALL TYPES.
3. COORDINATE PLACEMENT OF MECHANICAL AND ELECTRICAL ITEMS TO AVOID CONFLICT
WITH OBSTRUCTIONS ABOVE CEILING.
4. SUSPENDED GYP. BOARD CEILINGS MAY BE EITHER OF THE FOLLOWING AT
CONTRACTORS OPTION: 5/8" TYPE "X" GWB ON HAT CHANNELS @ 24" O.C., SECURED TO
1 1/2" 'C' CHANNELS @ 48" O.C., SUSPENDED FROM STRUCTURE OR 5/8" TYPE "X" GWB ON
LIGHT GAUGE METAL FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C.
5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINKLER HEAD LOCATIONS AND
QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13 AND ADMINISTRATIVE AUTHORITY.
HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BETWEEN OTHER CEILING
ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC.
6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION.
7. PROVIDE SEISMIC BRACING FOR ALL SUSPENDED CEILINGS - SEE DETAIL X/AX.X
8. ALL EXPOSED DUCTWORK IN PUBLIC AREA TO BE PAINTED.
9. CORRIDNATE CEILING LAYOUT AND ACCESS DOOR LOCATION WITH HEAT PUMP FILTER
LOCATION.
GENERAL NOTESCEILING TYPES
SYMBOL KEY
KEYED NOTES
092900.10 PAINTED, TEXTURED, TYPE X GYPSUM WALL BOARD CEILING
230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL
260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL
no. description date
C1 PAINTED, TEXTURED TYPE 'X' GYPSUM WALL BOARD ON FRAMING,
SUSPENDED BELOW C2. USE WATER RESISTANT TYPE 'X' G.W.B. IN SHOWERS.
C2 DOUBLE LAYER, TYPE 'X' GYPSUM WALL BOARD, INSTALLED PER GA
FILE NO. FC 5075. FACE LAYER TO BE TEXTURED AND PAINTED IN ROOMS
WHERE C2 IS EXPOSED. MAINTAIN FIRE RESISTANCE RATING AT ALL
PENETRATIONS.
RECESSED CAN (EXT. OR INT)
PENDANT STRIP DOWNLIGHT
WALL MOUNT FIXTURE
MECHANICAL SUPPLY
NOTE: SHOULD A CONFLICT OF MECHANICAL AND ELECTRICAL DEVICES OCCUR BETWEEN THE
ARCHITECTURAL REFLECTED CEILING PLAN AND THE MECHANICAL/ ELECTRICAL DRAWINGS,
CONTACT ARCHITECT FOR RESOLUTION
EXIT SIGN WITH FLOOD LIGHTS
1
A5.2
________CDE
5
8
6
B
7
A1
A5.1
________2
A5.1
________2
A5.2
________
2
A5.3
________
1
A5.3
________
1
A5.4
________
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 11 3/8"C2
8' - 0"C1
8' - 0"C1
8' - 0"C1
8' - 0"C1
8' - 0"C1
8' - 0"C1
8' - 0"C1
8' - 0"C1
8' - 0"C1
8' - 0"C1
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
092900.10
230000
260000
260000
230000
230000
260000
260000
260000
KITCHEN
202A
LIVING
202B
BATHROOM
202C
SHOWER
202D
LAUNDRY
202E
MECH.
202F
WATER
202G
BEDROOM 2
202H
HALL
202I
BEDROOM 1
202J
KITCHEN
203A
LIVING
203B
BATHROOM
203C
SHOWER
203D
LAUNDRY
203E
MECH.
203F
WATER
203G
BEDROOM 1
203H
HALL
203I
KITCHEN
205A
LIVING
205B
BATHROOM
205C
SHOWER
205D
LAUNDRY
205E
MECH.
205F
WATER
205G
BEDROOM 1
205H
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
9
:
4
1
A
M
A11.7
2ND & 3RD
FLOOR UNIT
RCPs
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
1. CENTER LIGHT FIXTURES, ETC., IN CEILING TILES OR AS SHOWN.
2. LIGHT FIXTURES WHICH OCCUR IN GWB CEILINGS ARE TO BE CENTERED BETWEEN
WALLS AND/OR CASEWORK, UNLESS OTHERWISE NOTED. REFER TO FLOOR PLANS, A1
SERIES, FOR DIMENSIONS AND WALL TYPES.
3. COORDINATE PLACEMENT OF MECHANICAL AND ELECTRICAL ITEMS TO AVOID CONFLICT
WITH OBSTRUCTIONS ABOVE CEILING.
4. SUSPENDED GYP. BOARD CEILINGS MAY BE EITHER OF THE FOLLOWING AT
CONTRACTORS OPTION: 5/8" TYPE "X" GWB ON HAT CHANNELS @ 24" O.C., SECURED TO
1 1/2" 'C' CHANNELS @ 48" O.C., SUSPENDED FROM STRUCTURE OR 5/8" TYPE "X" GWB ON
LIGHT GAUGE METAL FRAMING AS REQUIRED FOR SPANS, SPACED @ 24" O.C.
5. THIS BUILDING IS TO BE FULLY SPRINKLERED. SPRINKLER HEAD LOCATIONS AND
QUANTITIES TO BE IN ACCORDANCE WITH NFPA-13 AND ADMINISTRATIVE AUTHORITY.
HEADS TO BE CENTERED IN CEILING TILES, ROOMS OR BETWEEN OTHER CEILING
ELEMENTS, SUCH AS LIGHT FIXTURES, SMOKE DETECTORS, ETC.
6. CEILING ELEVATIONS NOTED ARE ABOVE THE FINISHED FLOOR ELEVATION.
7. PROVIDE SEISMIC BRACING FOR ALL SUSPENDED CEILINGS - SEE DETAIL X/AX.X
8. ALL EXPOSED DUCTWORK IN PUBLIC AREA TO BE PAINTED.
9. CORRIDNATE CEILING LAYOUT AND ACCESS DOOR LOCATION WITH HEAT PUMP FILTER
LOCATION.
GENERAL NOTESCEILING TYPES
SYMBOL KEY
1/4" = 1'-0"A11.7
1 2ND & 3RD FLOOR UNIT RCPS
KEYED NOTES
092900.10 PAINTED, TEXTURED, TYPE X GYPSUM WALL BOARD CEILING
230000 MECHANICAL FIXTURE OR EQUIPMENT - SEE MECHANICAL
260000 ELECTRICAL FIXTURE OR EQUIPMENT - SEE ELECTRICAL
no. description date
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
9/
1
/
2
0
2
2
1
1
:
5
9
:
4
2
A
M
A12.1
PRODUCT
SPECIFICATIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
KEYED NOTE NO.: 113013.30 -GALANZ 10.0 CU. FT. TOP FREEZER REFRIGERATOR WITH DUAL
DOOR IN STAINLESS STEEL LOOK -OR EQUAL
DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY
ITEM NAME: 10.0 CU. FT. TOP FREEZER REFRIGERATOR WITH DUAL DOOR IN STAINLESS STEEL
LOOK
DESCRIPTION:10.0 CU.FT. REFRIGERATOR
MANUFACTURER: GALANZ
COLOR: STAINLESS STEEL LOOK
DIMENSIONS: 23 9/16" W x 25 11/16" D x 59 3/4" H
NOTES:
1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.
2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING.
3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR
TO MANUFACTURING.
4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION.
5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE
RATINGS WHERE APPLICABLE.
6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC
ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS.
https://www.galanz.com/us/?page_id=2408
KEYED NOTE NO.: 113013.31 -PREMIUM LEVELLA 20" 4 BURNERS PORTABLE ELECTRIC STOVE
MODEL PRE2027GB -OR EQUAL
DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY
ITEM NAME: PREMIUM LEVELLA 20" 4 BURNERS PORTABLE ELECTRIC STOVE MODEL PRE2027GB
DESCRIPTION: 20" 4 BURNER ELECTRIC STOVE
MANUFACTURER: PREMIUM LEVELLA
COLOR: BLACK
DIMENSIONS: 19 1/2" W x 25 1/4" D x 39 3/8" H
NOTES:
1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.
2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING.
3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR
TO MANUFACTURING.
4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION.
5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE
RATINGS WHERE APPLICABLE.
6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC
ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS.
https://premiumlevella.com/product/20-4-burners-portable-electric-stove-pre2027gb/
KEYED NOTE NO.: 072413 -EXTERIOR INSULATION FINISH SYSTEM (EIFS) -DRYVIT OUTSULATION
SYSTEM -OR EQUAL
DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY
ITEM NAME: DRYVIT OUTSULATION SYSTEM
DESCRIPTION: EXTERIOR INSULATION FINISH SYSTEM (EIFS)
MANUFACTURER: DRYVIT
COLOR: TO BE DETERMINED
DIMENSIONS: N/A
NOTES:
1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.
2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING.
3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR
TO MANUFACTURING.
4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION.
5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE
RATINGS WHERE APPLICABLE.
6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC
ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS.
https://www.dryvit.com/systems/continuous-insulation/outsulation/
1. AQUAFLASH(R) FLASHING SYSTEM
2. ADHESIVE
3. PRE-BASED STARTER BOARD
4. EPS CONTINUOUS INSULATION
5. BASE COAT
6. REINFORCING MESH
7. FINISH
KEYED NOTE NO.: 085313 -VINYL WINDOWS AND DOORS
DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY
ITEM NAME: TRINSIC SERIES V300 VINYL WINDOWS AND DOORS
DESCRIPTION: VINYL WINDOWS AND DOORS
MANUFACTURER: MILGARD
COLOR: BLACK EXTERIOR, BLACK INTERIOR
DIMENSIONS: REFER TO THE DRAWINGS
NOTES:
1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.
2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING.
3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR
TO MANUFACTURING.
4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION.
5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE
RATINGS WHERE APPLICABLE.
6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC
ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS.
https://www.milgard.com/windows/trinsic-series
KEYED NOTE NO.: 123661.19 -QUARTZ AGGLOMERATE COUNTERTOPS
DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY
ITEM NAME: QUARTZ COUNTERTOP
DESCRIPTION: QUARTZ COUNTERTOP
MANUFACTURER: WHITEWATER
COLOR: SERIES 1 QUARTZ COLORS
DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS.
NOTES:
1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.
2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING.
3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR
TO MANUFACTURING.
4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION.
5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE
RATINGS WHERE APPLICABLE.
6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC
ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS.
https://whitewaterinc.com/kitchen-countertops/
KEYED NOTE NO.: 066113.02 -CULTURED MARBLE FABRICATIONS -WALL SURROUNDS
DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY
ITEM NAME: WHITEWATER
DESCRIPTION: CULTURED MARBLE WALL SURROUND
MANUFACTURER: WHITEWATER
COLOR: TYVARIAN SERIES 1 -TO BE DETERMINED
DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS.
NOTES:
1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.
2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING.
3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR
TO MANUFACTURING.
4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION.
5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE
RATINGS WHERE APPLICABLE.
6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC
ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS.
https://whitewaterinc.com/available-colors-2/
KEYED NOTE NO.: 066113.10 -FIBERGLASS REINFORCED ACRYLIC/ABS -SHOWER BASE
DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY
ITEM NAME: DREAMLINE SLIM LINE 36 IN. D X 60 IN. W CENTER DRAIN SINGLE THRESHOLD SHOWER
BASE
DESCRIPTION: FIBERGLASS REINFORCED ACRYLIC/ABS SHOWER BASE
MANUFACTURER: DREAMLINE
COLOR: TO BE DETERMINED.
DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS.
NOTES:
1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.
2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING.
3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR
TO MANUFACTURING.
4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION.
5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE
RATINGS WHERE APPLICABLE.
6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC
ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS.
https://dreamline.com/shower-bases/dreamline-slimline-single-threshold-shower-base_dlt-1130600.html
KEYED NOTE NO.: 064116 -PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY
ITEM NAME: PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
DESCRIPTION: THERMALLY FUSED LAMINATE (TFL) CLAD CABINETS
MANUFACTURER: WILSONART
COLOR: TO BE DETERMINED
DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS.
NOTES:
1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.
2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING.
3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR
TO MANUFACTURING.
4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION.
5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE
RATINGS WHERE APPLICABLE.
6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC
ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS.
https://www.wilsonart.com/tfl-panels
KEYED NOTE NO.: 081433.10 -2-PANEL HOLLOW CORE MASONITE DOORS
DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY
ITEM NAME: 2 PANEL HOLLOW CORE MASONITE DOORS
DESCRIPTION: 2 SQUARE PANEL HOLLOW CORE MASONITE DOORS
MANUFACTURER: MASONITE
COLOR: TO BE DETERMINED
DIMENSIONS: REFER TO THE DRAWINGS
NOTES:
1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.
2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING.
3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR
TO MANUFACTURING.
4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION.
5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE
RATINGS WHERE APPLICABLE.
6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC
ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS.
https://residential.masonite.com/products/door/interior/2-panel-square/LxMG8l
KEYED NOTE NO.: 081433.05 -2-PANEL MDF FIRE RATED DOOR
DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY
ITEM NAME: 2-PANEL MDF FIRE RATED DOOR
DESCRIPTION: 2-PANEL MDF FIRE RATED DOOR 20 MIN. AND 60 MIN. SEE SCHEDULE
MANUFACTURER: SIMPSON
COLOR: TO BE DETERMINED
DIMENSIONS: REFER TO THE DRAWINGS
NOTES:
1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.
2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING.
3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR
TO MANUFACTURING.
4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION.
5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE
RATINGS WHERE APPLICABLE.
6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC
ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS.
https://www.simpsondoor.com/door-series/interior/infinity-doors/
KEYED NOTE NO.: 087100 -DOOR HARDWARE -SCHLAGE LATITUDE LEVER WITH ROUND TRIM
DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY
ITEM NAME: SCHLAGE LATITUDE WITH ROUND TRIM
DESCRIPTION: DOOR HARDWARE LEVER WITH ROUND TRIM
MANUFACTURER: SCHLAGE
COLOR: BLACK
DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS.
NOTES:
1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.
2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING.
3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR
TO MANUFACTURING.
4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION.
5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE
RATINGS WHERE APPLICABLE.
6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC
ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS.
https://www.schlage.com/en/home/products/FC21LATFFFKIN.html
KEYED NOTE NO.: 096519 -RESILIENT TILE FLOORING
DESIGN STANDARD -SUBSTITUTIONS BY REQUEST ONLY
ITEM NAME: VINYL PLANK FLOORING
DESCRIPTION: WOOD GRAIN LONGBOARD VINYL PLANKS
MANUFACTURER: CALI BAMBOO
COLOR: TO BE DETERMINED
DIMENSIONS: REFER TO DRAWINGS FOR LOCATIONS, QUANTITIES, AND DIMENSIONS.
NOTES:
1. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES.
2. ALL QUANTITIES AND SIZES TO BE VARIFIED BY CONTRACTOR PRIOR TO MANUFACTURING.
3. SHOP DRAWINGS AND SAMPLES TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR
TO MANUFACTURING.
4. ALL MATERIALS TO BE SUITABLE FOR USE IN THE DESIGNATED LOCATION.
5. ALL MATERIALS AND FINISHED PRODUCT MUST MEET ALL LOCAL CODES,UL LISTINGS AND FIRE
RATINGS WHERE APPLICABLE.
6. GPC ARCHITECTS DOES NOT WARRANTY MATERIALS AND PRODUCTS, NOR DOES GPC
ARCHITECTS IN ANY WAY WARRANTY THE WORK OF THE CONTRACTOR OR SUB-CONTRACTORS.
https://www.calibamboo.com
no. description date
C
C
D
D
E
E
F
F
H
H
1
1
4
4
5
5
8
8
2
2
G
G
6
6
B
B
7
7
3
3
A
A
I IJJKK
U
P
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
B
A
S
E
M
E
N
T
M
E
C
H
.
F
L
O
O
R
P
L
A
N
S
C
A
L
E
:
1
/
8
"
=
1
'
-
0
"
M
1
.
1
B
A
S
E
M
E
N
T
M
E
C
H
A
N
I
C
A
L
P
L
A
N
P
L
A
N
N
O
T
E
S
:
1
6
x
4
E
X
H
A
U
S
T
D
U
C
T
U
P
I
N
W
A
L
L
T
O
L
E
V
E
L
1
A
B
O
V
E
.
S
E
E
S
H
E
E
T
M
1
.
2
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
D
U
C
T
W
O
R
K
.
M
O
U
N
T
E
X
H
A
U
S
T
G
R
I
L
L
E
W
I
T
H
F
I
R
E
D
A
M
P
E
R
O
N
W
A
L
L
6
"
B
E
L
O
W
C
E
I
L
I
N
G
.
2
1 EF
1
E
F
1
E
F
1
E
F
3 F
2
F
1
F
1
E
F
1
E
F
1
E
F
3
F
2
F
1 EF
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
2
F
2
F
3 F
2
F
2
F
2
F
2
F
1
F
3
F
E
L
E
C
T
R
O
N
I
C
T
H
E
R
M
O
S
T
A
T
E
Q
U
I
P
M
E
N
T
S
Y
M
B
O
L
F
C
1
T
I
N
S
U
L
A
T
E
D
F
L
E
X
I
B
L
E
D
U
C
T
R
E
C
T
A
N
G
U
L
A
R
S
U
P
P
L
Y
A
N
D
R
E
T
U
R
N
A
I
R
D
U
C
T
T
A
K
E
-
O
F
F
T
U
R
N
I
N
G
V
A
N
E
S
D
U
C
T
T
R
A
N
S
I
T
I
O
N
M
E
C
H
A
N
I
C
A
L
L
E
G
E
N
D
D
E
S
C
R
I
P
T
I
O
N
S
Y
M
B
O
L
C
E
I
L
I
N
G
S
U
P
P
L
Y
R
E
G
I
S
T
E
R
E
X
H
A
U
S
T
F
A
N
C
E
I
L
I
N
G
M
O
U
N
T
E
D
E
L
E
C
T
R
I
C
W
A
L
L
H
E
A
T
E
R
C
E
I
L
I
N
G
R
E
T
U
R
N
A
I
R
G
R
I
L
L
E
F
U
R
N
A
C
E
W
I
T
H
E
X
T
.
G
R
I
L
L
E
S
S
E
L
F
C
O
N
T
A
I
N
E
D
G
A
S
F
I
R
E
D
U
N
I
T
2
0
0
2
U
N
I
T
S
T
U
D
I
O
0
0
3
U
N
I
T
1
0
0
5
U
N
I
T
2
0
0
1
U
N
I
T
1
0
0
4
U
N
I
T
1
0
0
7
U
N
I
T
1
0
0
6
U
N
I
T
1
0
0
9
U
N
I
T
1
0
0
8
U
N
I
T
1
0
1
0
U
N
I
T
S
T
U
D
I
O
0
1
2
UNIT 2013 UNIT 2014
U
N
I
T
1
0
1
1
1
E
H
2
E
H
2 EH EG-150W/ FD 2 1
S
E
E
L
A
R
G
E
S
C
A
L
E
T
Y
P
.
A
P
T
.
M
E
C
H
.
P
L
A
N
S
O
N
S
H
E
E
T
M
2
.
1
F
O
R
D
U
C
T
S
E
R
V
I
N
G
I
N
D
I
V
I
D
U
A
L
A
P
T
.
T
Y
P
E
S
.
N
O
T
E
:
C
C
D
D
E
E
F
F
H
H
1
1
4
4
5
5
8
8
2
2
G
G
6
6
B
7
7
3
3
A
A
I IJJKK
B
FAVPRV
D
N
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
1
S
T
F
L
O
O
R
M
E
C
H
A
N
I
C
A
L
P
L
A
N
S
C
A
L
E
:
1
/
8
"
=
1
'
-
0
"
M
1
.
2
1
S
T
F
L
O
O
R
M
E
C
H
A
N
I
C
A
L
P
L
A
N
P
L
A
N
N
O
T
E
S
:
1
6
x
4
E
X
H
A
U
S
T
D
U
C
T
D
O
W
N
I
N
W
A
L
L
C
A
V
I
T
Y
T
O
S
E
R
V
E
J
A
N
I
T
O
R
C
L
O
S
E
T
E
X
H
A
U
S
T
G
R
I
L
L
E
I
N
B
A
S
E
M
E
N
T
B
E
L
O
W
.
S
E
E
S
H
E
E
T
M
1
.
1
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
D
U
C
T
W
O
R
K
.
M
O
U
N
T
E
X
H
A
U
S
T
G
R
I
L
L
E
W
I
T
H
F
I
R
E
D
A
M
P
E
R
O
N
W
A
L
L
6
"
B
E
L
O
W
C
E
I
L
I
N
G
.
R
I
S
E
1
0
x
6
E
X
H
A
U
S
T
D
U
C
T
U
P
I
N
C
H
A
S
E
T
O
R
O
O
F
T
O
P
E
X
H
A
U
S
T
F
A
N
E
F
-
2
.
S
E
E
S
H
E
E
T
M
1
.
3
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
D
U
C
T
W
O
R
K
A
B
O
V
E
.
2
1 EF
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
1 EF
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
U
N
I
T
2
1
0
2
T
Y
P
E
B
U
N
I
T
S
T
U
D
I
O
1
0
3
T
Y
P
E
A
U
N
I
T
1
1
0
5
T
Y
P
E
A
U
N
I
T
2
1
0
1
T
Y
P
E
A
U
N
I
T
1
1
0
4
T
Y
P
E
B
U
N
I
T
1
1
0
7
T
Y
P
E
B
U
N
I
T
1
1
0
6
T
Y
P
E
B
U
N
I
T
1
1
0
9
T
Y
P
E
B
U
N
I
T
1
1
0
8
T
Y
P
E
B
U
N
I
T
1
1
1
0
T
Y
P
E
B
U
N
I
T
S
T
U
D
I
O
1
1
2
T
Y
P
E
B
UNIT 2113TYPE B UNIT 2114TYPE B
U
N
I
T
1
1
1
1
T
Y
P
E
B
EG-150W/ FD 2 EH21
3
36x4 EA
2
F
1
F
3
F
2
F
2
F
2
F
3 F
2
F
2
F
2
F
2
F
1
F
3
F
3 F
1
E
H
S
E
E
L
A
R
G
E
S
C
A
L
E
T
Y
P
.
A
P
T
.
M
E
C
H
.
P
L
A
N
S
O
N
S
H
E
E
T
M
2
.
0
F
O
R
D
U
C
T
S
E
R
V
I
N
G
I
N
D
I
V
I
D
U
A
L
A
P
T
.
T
Y
P
E
S
.
N
O
T
E
:
C
C
D
D
E
E
F
F
H
H
1
1
4
4
5
5
8
8
2
2
G
G
6
6
B
B
7
7
3
3
A
A
I IJJKK
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
2
N
D
F
L
O
O
R
M
E
C
H
A
N
I
C
A
L
P
L
A
N
S
C
A
L
E
:
1
/
8
"
=
1
'
-
0
"
M
1
.
3
2
N
D
F
L
O
O
R
M
E
C
H
A
N
I
C
A
L
P
L
A
N
P
L
A
N
N
O
T
E
S
:
1
M
O
U
N
T
E
X
H
A
U
S
T
G
R
I
L
L
E
W
I
T
H
F
I
R
E
D
A
M
P
E
R
O
N
W
A
L
L
6
"
B
E
L
O
W
C
E
I
L
I
N
G
.
R
I
S
E
1
0
x
6
E
X
H
A
U
S
T
D
U
C
T
U
P
I
N
C
H
A
S
E
T
O
R
O
O
F
T
O
P
E
X
H
A
U
S
T
F
A
N
E
F
-
2
.
S
E
E
S
H
E
E
T
M
1
.
4
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
D
U
C
T
W
O
R
K
A
B
O
V
E
.
2
1 EF
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
1 EF
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
U
N
I
T
2
2
0
2
U
N
I
T
S
T
U
D
I
O
2
0
3
U
N
I
T
1
2
0
5
U
N
I
T
2
2
0
1
U
N
I
T
1
2
0
4
U
N
I
T
1
2
0
7
U
N
I
T
1
2
0
6
U
N
I
T
1
2
0
9
U
N
I
T
1
2
0
8
U
N
I
T
1
2
1
1
U
N
I
T
1
2
1
0
U
N
I
T
S
T
U
D
I
O
2
1
2
UNIT 2213 UNIT 2214
2
E
H
2 EH EG-150W/ FD 1 26x4 EA
2
F
1
F
3
F
2
F
2
F
2
F
3 F
2
F
2
F
2
F
2
F
1
F
3
F
3 F
1
E
H
S
E
E
L
A
R
G
E
S
C
A
L
E
T
Y
P
.
A
P
T
.
M
E
C
H
.
P
L
A
N
S
O
N
S
H
E
E
T
M
2
.
1
F
O
R
D
U
C
T
S
E
R
V
I
N
G
I
N
D
I
V
I
D
U
A
L
A
P
T
.
T
Y
P
E
S
.
N
O
T
E
:
C
C
D
D
E
E
F
F
H
H
1
1
4
4
5
5
8
8
2
2
G
G
6
6
B
B
7
7
3
3
A
A
I IJJKK
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
3
R
D
F
L
O
O
R
M
E
C
H
A
N
I
C
A
L
P
L
A
N
S
C
A
L
E
:
1
/
8
"
=
1
'
-
0
"
M
1
.
4
3
R
D
F
L
O
O
R
M
E
C
H
A
N
I
C
A
L
P
L
A
N
P
L
A
N
N
O
T
E
S
:
1
M
O
U
N
T
E
X
H
A
U
S
T
G
R
I
L
L
E
W
I
T
H
F
I
R
E
D
A
M
P
E
R
O
N
W
A
L
L
6
"
B
E
L
O
W
C
E
I
L
I
N
G
.
R
I
S
E
1
0
x
6
E
X
H
A
U
S
T
D
U
C
T
U
P
I
N
C
H
A
S
E
T
O
R
O
O
F
T
O
P
E
X
H
A
U
S
T
F
A
N
E
F
-
2
.
2
1 EF
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
1 EF
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
1
E
F
U
N
I
T
2
3
0
2
U
N
I
T
S
T
U
D
I
O
3
0
3
U
N
I
T
1
3
0
5
U
N
I
T
2
3
0
1
U
N
I
T
1
3
0
4
U
N
I
T
1
3
0
7
U
N
I
T
1
3
0
6
U
N
I
T
1
3
0
9
U
N
I
T
1
3
0
8
U
N
I
T
1
3
1
1
U
N
I
T
1
3
1
0
U
N
I
T
S
T
U
D
I
O
3
1
2
UNIT 2313 UNIT 2314EG-150W/ FD 1 6x4 EA2 EF(ON ROOF)2
2
F
1
F
3
F
2
F
2
F
2
F
3 F
2
F
2
F
2
F
2
F
1
F
3
F
3 F
1
E
H
S
E
E
L
A
R
G
E
S
C
A
L
E
T
Y
P
.
A
P
T
.
M
E
C
H
.
P
L
A
N
S
O
N
S
H
E
E
T
M
2
.
1
F
O
R
D
U
C
T
S
E
R
V
I
N
G
I
N
D
I
V
I
D
U
A
L
A
P
T
.
T
Y
P
E
S
.
N
O
T
E
:
C
C
D
D
E
E
F
F
H
H
1
1
4
4
5
5
8
8
2
2
G
G
6
6
B
B
7
7
3
3
A
A
I IJJKK
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
R
O
O
F
M
E
C
H
A
N
I
C
A
L
P
L
A
N
S
C
A
L
E
:
1
/
8
"
=
1
'
-
0
"
M
1
.
5
R
O
O
F
M
E
C
H
A
N
I
C
A
L
P
L
A
N
P
L
A
N
N
O
T
E
S
:
2 EF 4" VTR
4
"
V
T
R
4
"
V
T
R
4
"
V
T
R
4
"
V
T
R
4
"
V
T
R
4
"
V
T
R
4" VTR
4
"
V
T
R
4
"
V
T
R
10'-0" MIN.
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
M
2
.
0
P
L
A
N
N
O
T
E
S
:
U
N
I
T
2
T
Y
P
E
B
U
N
I
T
1
T
Y
P
E
B
U
N
I
T
S
T
U
D
I
O
T
Y
P
E
B
T
Y
P
.
L
A
R
G
E
S
C
A
L
E
U
N
I
T
M
E
C
H
A
N
I
C
A
L
P
L
A
N
S
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
(
1
S
T
F
L
O
O
R
)
U
N
I
T
S
T
U
D
I
O
T
Y
P
E
A
UNIT 1TYPE A
U
N
I
T
2
T
Y
P
E
A
T
Y
P
.
L
A
R
G
E
S
C
A
L
E
U
N
I
T
M
E
C
H
A
N
I
C
A
L
P
L
A
N
S
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
E
F
1
E
F
1 EF
T
Y
P
.
W
A
L
L
C
A
P
T
Y
P
.
W
A
L
L
C
A
P
1
F
3
F
2 F 10x8 SAS-11508"Ø SA D-1756"Ø SA 10x8 SA 10x8 SA
4
"
Ø
D
R
Y
E
R
V
E
N
T
I
N
F
U
R
R
-
D
O
W
N
(
E
S
T
.
E
Q
U
I
V
A
L
E
N
T
L
E
N
G
T
H
2
0
'
-
0
"
)
4"Ø EXHAUST IN FURR-DOWN TG-1(2)R-1 S-1200S-1175 CEILING FURR-DOWN
M
O
U
N
T
P
R
O
G
R
A
M
M
A
B
L
E
T
H
E
R
M
O
S
T
A
T
O
N
W
A
L
L
A
N
D
R
U
N
5
C
O
N
D
U
C
T
O
R
T
H
E
R
M
O
S
T
A
T
W
I
R
E
T
O
F
U
R
N
A
C
E
.
P
R
O
V
I
D
E
A
N
D
I
N
S
T
A
L
L
D
R
Y
E
R
W
A
L
L
B
O
X
I
N
W
A
L
L
.
D
R
Y
E
R
B
O
X
T
O
B
E
C
O
M
P
L
E
T
E
W
I
T
H
4
"
Ø
D
U
C
T
U
P
I
N
W
A
L
L
T
H
R
U
C
L
G
.
F
U
R
R
-
D
O
W
N
T
O
W
A
L
L
C
A
P
.
R
E
F
E
R
T
O
D
E
T
A
I
L
O
N
S
H
E
E
T
M
3
.
0
F
O
R
T
Y
P
I
C
A
L
D
R
Y
E
R
B
O
X
I
N
S
T
A
L
L
A
T
I
O
N
.
I
N
S
T
A
L
L
S
E
L
F
-
C
O
N
T
A
I
N
E
D
H
V
A
C
U
N
I
T
A
S
S
P
E
C
I
F
I
E
D
I
N
F
U
R
N
A
C
E
R
O
O
M
.
M
A
I
N
T
A
I
N
A
S
M
U
C
H
C
L
E
A
R
A
N
C
E
I
N
F
R
O
N
T
O
F
U
N
I
T
A
S
P
O
S
S
I
B
L
E
.
R
E
F
E
R
T
O
P
L
U
M
B
I
N
G
D
R
A
W
I
N
G
S
F
O
R
C
O
N
N
E
C
T
I
O
N
T
O
G
A
S
P
I
P
I
N
G
&
C
O
N
D
E
N
S
A
T
E
D
R
A
I
N
P
I
P
E
D
T
O
F
L
O
O
R
D
R
A
I
N
.
P
R
O
V
I
D
E
E
X
T
E
N
S
I
O
N
O
N
C
O
M
B
U
S
T
I
O
N
D
I
S
C
H
A
R
G
E
A
S
R
E
Q
U
I
R
E
D
T
O
M
O
U
N
T
A
T
U
P
P
E
R
P
O
R
T
I
O
N
O
F
L
O
U
V
E
R
.
M
O
U
N
T
F
U
R
N
A
C
E
O
N
P
L
A
T
F
O
R
M
A
S
P
E
R
M
F
G
.
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
.
A
R
C
H
I
T
E
C
T
U
R
A
L
L
O
U
V
E
R
F
U
R
N
I
S
H
E
D
W
I
T
H
S
E
L
F
-
C
O
N
T
A
I
N
E
D
H
V
A
C
U
N
I
T
S
.
P
R
O
V
I
D
E
S
L
E
E
V
E
T
H
R
U
W
A
L
L
A
S
R
E
Q
U
I
R
E
D
F
O
R
G
R
I
L
L
E
S
.
C
O
O
R
D
I
N
A
T
E
G
R
I
L
L
E
L
O
C
A
T
I
O
N
W
I
T
H
U
N
I
T
A
N
D
P
I
P
I
N
G
.
S
E
A
L
A
L
L
A
R
O
U
N
D
G
R
I
L
L
E
S
.
E
X
T
E
N
D
C
O
M
B
U
S
T
I
O
N
D
I
S
C
H
A
R
G
E
T
O
U
P
P
E
R
S
E
C
T
I
O
N
O
F
G
R
I
L
L
E
.
M
O
U
N
T
U
P
P
E
R
G
R
I
L
L
E
S
E
C
T
I
O
N
W
I
T
H
B
L
A
D
E
P
O
I
N
T
I
N
G
U
P
W
A
R
D
A
N
D
L
O
W
E
R
G
R
I
L
L
E
S
E
C
T
I
O
N
W
I
T
H
B
L
A
D
E
S
P
O
I
N
T
I
N
G
D
O
W
N
W
A
R
D
A
S
R
E
C
O
M
M
E
N
D
E
D
B
Y
M
A
N
U
F
A
C
T
U
R
E
R
.
I
N
S
T
A
L
L
R
E
T
U
R
N
A
I
R
G
R
I
L
L
E
I
N
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
A
N
D
L
E
A
V
E
G
R
I
L
L
E
O
P
E
N
T
O
R
E
T
U
R
N
A
I
R
P
L
E
N
U
M
.
L
E
A
V
E
R
E
T
U
R
N
A
I
R
D
U
C
T
O
P
E
N
T
O
F
U
R
N
A
C
E
C
L
O
S
E
T
T
O
P
R
O
V
I
D
E
R
E
T
U
R
N
A
I
R
F
R
O
M
R
E
T
U
R
N
A
I
R
G
R
I
L
L
E
L
O
C
A
T
E
D
I
N
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
P
L
E
N
U
M
.
P
R
O
V
I
D
E
1
0
x
1
0
S
L
E
E
V
E
T
H
R
U
W
A
L
L
I
N
T
O
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
T
O
P
R
O
V
I
D
E
R
E
T
U
R
N
A
I
R
I
N
T
O
M
E
C
H
.
R
O
O
M
.
1
2
3
4
T1F-2
2
3
4
1
E
F
T
Y
P
.
W
A
L
L
C
A
P
2
F
10x8 SA
S
-
1
1
5
0
8
"
Ø
S
A
D
-
1
7
5
6
"
Ø
S
A
10x8 SA10x8 SA
4
"
Ø
D
R
Y
E
R
V
E
N
T
I
N
F
U
R
R
-
D
O
W
N
(
E
S
T
.
E
Q
U
I
V
A
L
E
N
T
L
E
N
G
T
H
2
0
'
-
0
"
)
4
"
Ø
E
X
H
A
U
S
T
I
N
F
U
R
R
-
D
O
W
N
T
G
-
1
(
2
)
R
-
1
S
-
1
2
0
0
S
-
1
1
7
5
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
T
1
F
-
2
2
3
4
4
"
Ø
D
R
Y
E
R
V
E
N
T
I
N
F
U
R
R
-
D
O
W
N
(
E
S
T
.
E
Q
U
I
V
A
L
E
N
T
L
E
N
G
T
H
4
5
'
-
0
"
)
2
R
-
1
S
-
1
2
2
5
6
"
Ø
S
A
D
-
1
5
0
8
"
Ø
S
A
8x8 SA 8x8 SA
S
-
1
1
7
5
T
1
F
-
1
4
"
Ø
E
X
H
A
U
S
T
I
N
F
U
R
R
-
D
O
W
N
8
"
Ø
S
A
4
3
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
SEE ARCH. PLANS
S
E
E
A
R
C
H
.
P
L
A
N
S
S
-
1
1
3
5
D
-
1
5
0
S
-
1
2
4
0
S
-
1
2
2
5
12x10 SA10x8 SA
S
-
1
1
5
0
10x8 SA10x8 SA
T
G
-
1
(
2
)
R
-
2
T
G
-
1
(
2
)
5
5
6
6
7
7
4
3
T
1
F
-
3
4
"
Ø
E
X
H
A
U
S
T
I
N
F
U
R
R
-
D
O
W
N
4
"
Ø
D
R
Y
E
R
V
E
N
T
I
N
F
U
R
R
-
D
O
W
N
(
E
S
T
.
E
Q
U
I
V
A
L
E
N
T
L
E
N
G
T
H
2
5
'
-
0
"
)
8
"
Ø
S
A
8
"
Ø
S
A
8
"
Ø
S
A
T
Y
P
.
W
A
L
L
C
A
P
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
S
E
E
A
R
C
H
.
P
L
A
N
S
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
S
E
E
A
R
C
H
.
P
L
A
N
S
1 EF
3
F
S-
1
135D-150
S
-
1
2
4
0
S
-
1
2
2
5
12x10 SA10x8 SA
S
-
1
1
5
0
10x8 SA10x8 SA
TG-1 (2)
R
-
2
TG-1(2)5
6
7
4
3T1F
-
3
4"Ø EXHAUST IN FURR-DO
W
N
4
"
Ø
D
R
Y
E
R
V
E
N
T
I
N
F
U
R
R
-
D
O
W
N
(
E
S
T
.
E
Q
U
I
V
A
L
E
N
T
L
E
N
G
T
H
2
5
'
-
0
"
)
8
"
Ø
S
A
8
"
Ø
S
A
8
"
Ø
S
A
T
Y
P
.
W
A
L
L
C
A
P
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
S
E
E
A
R
C
H
.
P
L
A
N
S
CEILING FURR-D
O
W
N
SEE ARCH. PLA
N
S
8
"
Ø
S
A
8
"
Ø
S
A
2
2
6
"
Ø
S
A
6
"
Ø
S
A
1
E
F
T
Y
P
.
W
A
L
L
C
A
P
1
F
4
"
Ø
D
R
Y
E
R
V
E
N
T
I
N
F
U
R
R
-
D
O
W
N
(
E
S
T
.
E
Q
U
I
V
A
L
E
N
T
L
E
N
G
T
H
4
5
'
-
0
"
)
2
R
-
1
6
"
Ø
S
A
D
-
1
5
0
8
"
Ø
S
A
8x8 SA8x8 SA
S
-
1
1
7
5
T
1
F
-
1
4
"
Ø
E
X
H
A
U
S
T
I
N
F
U
R
R
-
D
O
W
N
8
"
Ø
S
A
4
3
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
S
E
E
A
R
C
H
.
P
L
A
N
S
S
-
1
2
2
5
7
7
7
7
5
5
5
5
T
Y
P
.
L
A
R
G
E
S
C
A
L
E
M
E
C
H
P
L
A
N
S
T
Y
P
I
C
A
L
L
A
R
G
E
S
C
A
L
E
M
E
C
H
.
P
L
A
N
S
F
O
R
B
A
S
E
M
E
N
T
,
2
N
D
A
N
D
3
R
D
L
E
V
E
L
S
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
M
2
.
1
P
L
A
N
N
O
T
E
S
:
U
N
I
T
2
T
Y
P
E
B
U
N
I
T
1
T
Y
P
E
B
U
N
I
T
S
T
U
D
I
O
T
Y
P
E
B
T
Y
P
.
L
A
R
G
E
S
C
A
L
E
U
N
I
T
M
E
C
H
A
N
I
C
A
L
P
L
A
N
S
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
(
B
A
S
E
M
E
N
T
A
P
T
S
.
S
I
M
I
L
A
R
)
U
N
I
T
S
T
U
D
I
O
T
Y
P
E
A
UNIT 1TYPE A
U
N
I
T
2
T
Y
P
E
A
T
Y
P
.
L
A
R
G
E
S
C
A
L
E
U
N
I
T
M
E
C
H
A
N
I
C
A
L
P
L
A
N
S
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
E
F
1
E
F
1 EF
T
Y
P
.
W
A
L
L
C
A
P
T
Y
P
.
W
A
L
L
C
A
P
1
F
3
F
2 F 10x8 SAS-11508"Ø SA D-1756"Ø SA 10x8 SA 10x8 SA
4
"
Ø
D
R
Y
E
R
V
E
N
T
I
N
F
U
R
R
-
D
O
W
N
(
E
S
T
.
E
Q
U
I
V
A
L
E
N
T
L
E
N
G
T
H
2
0
'
-
0
"
)
4"Ø EXHAUST IN FURR-DOWN TG-1(2)R-1 S-1200S-1175 CEILING FURR-DOWN
M
O
U
N
T
P
R
O
G
R
A
M
M
A
B
L
E
T
H
E
R
M
O
S
T
A
T
O
N
W
A
L
L
A
N
D
R
U
N
5
C
O
N
D
U
C
T
O
R
T
H
E
R
M
O
S
T
A
T
W
I
R
E
T
O
F
U
R
N
A
C
E
.
P
R
O
V
I
D
E
A
N
D
I
N
S
T
A
L
L
D
R
Y
E
R
W
A
L
L
B
O
X
I
N
W
A
L
L
.
D
R
Y
E
R
B
O
X
T
O
B
E
C
O
M
P
L
E
T
E
W
I
T
H
4
"
Ø
D
U
C
T
U
P
I
N
W
A
L
L
T
H
R
U
C
L
G
.
F
U
R
R
-
D
O
W
N
T
O
W
A
L
L
C
A
P
.
R
E
F
E
R
T
O
D
E
T
A
I
L
O
N
S
H
E
E
T
M
3
.
0
F
O
R
T
Y
P
I
C
A
L
D
R
Y
E
R
B
O
X
I
N
S
T
A
L
L
A
T
I
O
N
.
I
N
S
T
A
L
L
S
E
L
F
-
C
O
N
T
A
I
N
E
D
H
V
A
C
U
N
I
T
A
S
S
P
E
C
I
F
I
E
D
I
N
F
U
R
N
A
C
E
R
O
O
M
.
M
A
I
N
T
A
I
N
A
S
M
U
C
H
C
L
E
A
R
A
N
C
E
I
N
F
R
O
N
T
O
F
U
N
I
T
A
S
P
O
S
S
I
B
L
E
.
R
E
F
E
R
T
O
P
L
U
M
B
I
N
G
D
R
A
W
I
N
G
S
F
O
R
C
O
N
N
E
C
T
I
O
N
T
O
G
A
S
P
I
P
I
N
G
&
C
O
N
D
E
N
S
A
T
E
D
R
A
I
N
P
I
P
E
D
T
O
F
L
O
O
R
D
R
A
I
N
.
P
R
O
V
I
D
E
E
X
T
E
N
S
I
O
N
O
N
C
O
M
B
U
S
T
I
O
N
D
I
S
C
H
A
R
G
E
A
S
R
E
Q
U
I
R
E
D
T
O
M
O
U
N
T
A
T
U
P
P
E
R
P
O
R
T
I
O
N
O
F
L
O
U
V
E
R
.
M
O
U
N
T
F
U
R
N
A
C
E
O
N
P
L
A
T
F
O
R
M
A
S
P
E
R
M
F
G
.
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
.
A
R
C
H
I
T
E
C
T
U
R
A
L
L
O
U
V
E
R
F
U
R
N
I
S
H
E
D
W
I
T
H
S
E
L
F
-
C
O
N
T
A
I
N
E
D
H
V
A
C
U
N
I
T
S
.
P
R
O
V
I
D
E
S
L
E
E
V
E
T
H
R
U
W
A
L
L
A
S
R
E
Q
U
I
R
E
D
F
O
R
G
R
I
L
L
E
S
.
C
O
O
R
D
I
N
A
T
E
G
R
I
L
L
E
L
O
C
A
T
I
O
N
W
I
T
H
U
N
I
T
A
N
D
P
I
P
I
N
G
.
S
E
A
L
A
L
L
A
R
O
U
N
D
G
R
I
L
L
E
S
.
E
X
T
E
N
D
C
O
M
B
U
S
T
I
O
N
D
I
S
C
H
A
R
G
E
T
O
U
P
P
E
R
S
E
C
T
I
O
N
O
F
G
R
I
L
L
E
.
M
O
U
N
T
U
P
P
E
R
G
R
I
L
L
E
S
E
C
T
I
O
N
W
I
T
H
B
L
A
D
E
P
O
I
N
T
I
N
G
U
P
W
A
R
D
A
N
D
L
O
W
E
R
G
R
I
L
L
E
S
E
C
T
I
O
N
W
I
T
H
B
L
A
D
E
S
P
O
I
N
T
I
N
G
D
O
W
N
W
A
R
D
A
S
R
E
C
O
M
M
E
N
D
E
D
B
Y
M
A
N
U
F
A
C
T
U
R
E
R
.
I
N
S
T
A
L
L
R
E
T
U
R
N
A
I
R
G
R
I
L
L
E
I
N
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
A
N
D
L
E
A
V
E
G
R
I
L
L
E
O
P
E
N
T
O
R
E
T
U
R
N
A
I
R
P
L
E
N
U
M
.
L
E
A
V
E
R
E
T
U
R
N
A
I
R
D
U
C
T
O
P
E
N
T
O
F
U
R
N
A
C
E
C
L
O
S
E
T
T
O
P
R
O
V
I
D
E
R
E
T
U
R
N
A
I
R
F
R
O
M
R
E
T
U
R
N
A
I
R
G
R
I
L
L
E
L
O
C
A
T
E
D
I
N
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
P
L
E
N
U
M
.
P
R
O
V
I
D
E
1
0
x
1
0
S
L
E
E
V
E
T
H
R
U
W
A
L
L
I
N
T
O
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
T
O
P
R
O
V
I
D
E
R
E
T
U
R
N
A
I
R
I
N
T
O
M
E
C
H
.
R
O
O
M
.
1
2
3
4
T1F-2
2
3
4
1
E
F
T
Y
P
.
W
A
L
L
C
A
P
2
F
10x8 SA
S
-
1
1
5
0
8
"
Ø
S
A
D
-
1
7
5
6
"
Ø
S
A
10x8 SA10x8 SA
4
"
Ø
D
R
Y
E
R
V
E
N
T
I
N
F
U
R
R
-
D
O
W
N
(
E
S
T
.
E
Q
U
I
V
A
L
E
N
T
L
E
N
G
T
H
2
0
'
-
0
"
)
4
"
Ø
E
X
H
A
U
S
T
I
N
F
U
R
R
-
D
O
W
N
T
G
-
1
(
2
)
R
-
1
S
-
1
2
0
0
S
-
1
1
7
5
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
T
1
F
-
2
2
3
4
4
"
Ø
D
R
Y
E
R
V
E
N
T
I
N
F
U
R
R
-
D
O
W
N
(
E
S
T
.
E
Q
U
I
V
A
L
E
N
T
L
E
N
G
T
H
4
5
'
-
0
"
)
2
R
-
1
S
-
1
2
2
5
6
"
Ø
S
A
D
-
1
5
0
8
"
Ø
S
A
8x8 SA 8x8 SA
S
-
1
1
7
5
T
1
F
-
1
4
"
Ø
E
X
H
A
U
S
T
I
N
F
U
R
R
-
D
O
W
N
8
"
Ø
S
A
4
3
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
SEE ARCH. PLANS
S
E
E
A
R
C
H
.
P
L
A
N
S
S
-
1
1
3
5
D
-
1
5
0
S
-
1
2
4
0
S
-
1
2
2
5
12x10 SA10x8 SA
S
-
1
1
5
0
10x8 SA10x8 SA
T
G
-
1
(
2
)
R
-
2
T
G
-
1
(
2
)
5
5
6
6
7
7
4
3
T
1
F
-
3
4
"
Ø
E
X
H
A
U
S
T
I
N
F
U
R
R
-
D
O
W
N
4
"
Ø
D
R
Y
E
R
V
E
N
T
I
N
F
U
R
R
-
D
O
W
N
(
E
S
T
.
E
Q
U
I
V
A
L
E
N
T
L
E
N
G
T
H
2
5
'
-
0
"
)
8
"
Ø
S
A
8
"
Ø
S
A
8
"
Ø
S
A
T
Y
P
.
W
A
L
L
C
A
P
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
S
E
E
A
R
C
H
.
P
L
A
N
S
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
S
E
E
A
R
C
H
.
P
L
A
N
S
1 EF
3
F
S-
1
135D-150
S
-
1
2
4
0
S
-
1
2
2
5
12x10 SA10x8 SA
S
-
1
1
5
0
10x8 SA10x8 SA
TG-1 (2)
R
-
2
TG-1(2)5
6
7
4
3T1F
-
3
4"Ø EXHAUST IN FURR-DO
W
N
4
"
Ø
D
R
Y
E
R
V
E
N
T
I
N
F
U
R
R
-
D
O
W
N
(
E
S
T
.
E
Q
U
I
V
A
L
E
N
T
L
E
N
G
T
H
2
5
'
-
0
"
)
8
"
Ø
S
A
8
"
Ø
S
A
8
"
Ø
S
A
T
Y
P
.
W
A
L
L
C
A
P
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
S
E
E
A
R
C
H
.
P
L
A
N
S
CEILING FURR-D
O
W
N
SEE ARCH. PLA
N
S
8
"
Ø
S
A
8
"
Ø
S
A
2
2
6
"
Ø
S
A
6
"
Ø
S
A
1
E
F
T
Y
P
.
W
A
L
L
C
A
P
1
F
4
"
Ø
D
R
Y
E
R
V
E
N
T
I
N
F
U
R
R
-
D
O
W
N
(
E
S
T
.
E
Q
U
I
V
A
L
E
N
T
L
E
N
G
T
H
4
5
'
-
0
"
)
2
R
-
1
6
"
Ø
S
A
D
-
1
5
0
8
"
Ø
S
A
8x8 SA8x8 SA
S
-
1
1
7
5
T
1
F
-
1
4
"
Ø
E
X
H
A
U
S
T
I
N
F
U
R
R
-
D
O
W
N
8
"
Ø
S
A
4
3
C
E
I
L
I
N
G
F
U
R
R
-
D
O
W
N
S
E
E
A
R
C
H
.
P
L
A
N
S
S
-
1
2
2
5
7
7
7
7
5
5
5
5
T
Y
P
.
L
A
R
G
E
S
C
A
L
E
M
E
C
H
P
L
A
N
S
T
Y
P
I
C
A
L
L
A
R
G
E
S
C
A
L
E
M
E
C
H
.
P
L
A
N
S
F
O
R
B
A
S
E
M
E
N
T
,
2
N
D
A
N
D
3
R
D
L
E
V
E
L
S
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
M
3
.
0
M
E
C
H
A
N
I
C
A
L
D
E
T
A
I
L
S
&
S
C
H
E
D
U
L
E
S
WALL CAPCEILING GRILLE CEILING EXHAUST FAN (SEE PLAN FOR SIZE)EXHAUST DUCT DAMPER BACK-DRAFT CABINET INSULATED FAN ASSEMBLYNO SCALE CEILING MOUNTED EXHAUST FAN DETAIL NO SCALE DRYER VENT DETAIL AFLOORCEILING4" HOSE CLAMPDRYER 4" FLEXIBLEDRYER VENT HOSE
D
R
Y
E
R
V
E
N
T
H
O
S
E
A PLA
N
V
I
E
W
4
"
F
L
E
X
I
B
L
E
D
U
C
T
U
P
I
N
W
A
L
L
4
"
H
O
S
E
C
L
A
M
P
4
"
Ø
RISE 4"Ø DUCTUP IN WALLNOTE:1-2-NO PROJECTIONS
S
U
C
H
A
S
S
C
R
E
W
S
O
F
SHEET METAL CO
R
N
E
R
S
I
N
D
U
C
T
W
O
R
K
O
R
A
T
ELBOWS ARE ALL
O
W
E
D
.
MAXIMUM DUCT L
E
N
G
T
H
I
S
2
5
'
-
0
"
I
N
C
L
U
D
I
N
G
5'-0" REDUCTION F
O
R
E
A
C
H
9
0
Ø
E
L
B
O
W
.
PROVIDE 4"Ø HOSECONNECTION AT 4"
A
F
F
.
EXTEND THRU WAL
L
2
"
MINIMUM FOR DRY
E
R
CONNECITON.PROVIDE MODEL DB425 "DRYERBOX" IN WALLWITH 4"Ø DUCT THRU ROOF. CONNECT 4"ØFLEXIBLE DRYER VENT TO EXHAUST DUCT4" HOSE CLAMP OUTSIDE WALLBACK-DRAFT DAMPERWALL EXHAUST CAP SEAL AROUND DRYER VENT WITH WATER-PROOF CAULKING ON BOTH SIDES OF WALL.
T
H
R
O
W
S
Y
M
.
S
I
Z
E
G
R
I
L
L
E
A
N
D
R
E
G
I
S
T
E
R
S
C
H
E
D
U
L
E
C
O
N
S
T
R
.
C
F
M
F
I
N
I
S
H
F
.
D
.
O
.
B
.
R
E
M
A
R
K
S
S
-
1
R
-
1
A
A
P
R
O
V
I
D
E
T
R
A
N
S
I
T
I
O
N
B
O
O
T
B
E
H
I
N
D
G
R
I
L
L
E
A
S
R
E
Q
U
I
R
E
D
T
O
C
O
N
N
E
C
T
T
O
B
R
A
N
C
H
D
U
C
T
.
1
2
x
8
1
0
0
-
2
5
0
S
T
E
E
L
W
H
I
T
E
N
O
Y
E
S
A
C
C
O
R
D
M
O
D
E
L
2
2
2
W
I
T
H
2
-
W
A
Y
D
E
F
L
E
C
T
I
O
N
.
M
O
U
N
T
I
N
S
I
D
E
W
A
L
L
A
S
H
I
G
H
A
S
P
O
S
S
I
B
L
E
.
P
R
O
V
I
D
E
T
R
A
N
S
I
T
I
O
N
B
O
O
T
.
2
W
A
Y
1
6
x
1
6
4
5
0
-
7
0
0
S
T
E
E
L
W
H
I
T
E
N
O
N
O
-
-
-
A
C
C
O
R
D
M
O
D
E
L
5
0
0
.
M
O
U
N
T
I
N
C
E
I
L
I
N
G
O
R
L
O
W
S
I
D
E
W
A
L
L
A
S
S
H
O
W
N
O
N
P
L
A
N
S
R
-
2
T
G
-
1
1
2
x
6
1
0
0
-
2
0
0
S
T
E
E
L
W
H
I
T
E
N
O
N
O
-
-
-
A
C
C
O
R
D
M
O
D
E
L
5
0
0
.
M
O
U
N
T
A
B
O
V
E
D
O
O
R
H
E
A
D
E
R
A
S
S
H
O
W
N
O
N
P
L
A
N
S
S
.
P
.
E
.
1
E
F
S
Y
M
.
T
Y
P
E
C
.
F
.
M
.
E
X
H
A
U
S
T
F
A
N
S
C
H
E
D
U
L
E
C
O
N
T
R
O
L
C
H
A
R
.
H
.
P
.
R
.
P
.
M
.
R
E
M
A
R
K
S
C
E
I
L
I
N
G
M
O
U
N
T
E
D
5
0
1
/
6
0
.
2
5
1
2
0
/
6
0
/
1
7
6
0
E
L
E
C
T
R
I
C
H
E
A
T
E
R
S
C
H
E
D
U
L
E
E
H
1
S
Y
M
.
T
Y
P
E
S
E
M
I
-
R
E
C
E
S
S
E
D
W
A
L
L
M
T
D
6
,
8
2
4
B
T
U
2
.
0
K
W
2
0
8
/
6
0
/
1
C
H
A
R
C
O
N
T
R
O
L
I
N
T
E
G
R
A
L
R
E
M
A
R
K
S
Q
M
A
R
K
M
O
D
E
L
A
W
H
-
4
4
0
8
W
I
T
H
A
W
H
-
S
-
1
S
E
M
I
-
R
E
C
E
S
S
E
D
M
O
U
N
T
F
R
A
M
E
E
H
2
S
E
M
I
-
R
E
C
E
S
S
E
D
W
A
L
L
M
T
D
2
,
5
5
9
0
.
7
5
1
2
0
/
6
0
/
1
I
N
T
E
G
R
A
L
Q
M
A
R
K
M
O
D
E
L
G
F
R
1
5
0
0
T
2
R
E
C
E
S
S
E
D
H
E
A
T
E
R
.
U
P
F
L
O
W
M
A
G
I
C
P
A
K
M
O
D
E
L
2
4
M
G
E
4
-
1
2
-
1
2
1
P
W
I
T
H
A
R
C
H
I
T
E
C
T
U
R
A
L
L
O
U
V
E
R
T
O
M
A
T
C
H
U
N
I
T
.
A
I
R
K
I
N
G
F
R
A
K
1
3
0
W
I
T
H
4
"
Ø
D
U
C
T
&
B
A
C
K
D
R
A
F
T
D
A
M
P
E
R
,
C
E
I
L
I
N
G
M
O
U
N
T
E
D
E
X
H
A
U
S
T
G
R
I
L
L
E
A
N
D
W
A
L
L
C
A
P
.
S
Y
M
.
T
Y
P
E
R
E
M
A
R
K
S
F
U
R
N
A
C
E
A
N
D
D
X
C
O
O
L
I
N
G
C
O
I
L
S
C
H
E
D
U
L
E
C
H
A
R
.
M
C
A
S
P
E
N
A
T
U
R
A
L
G
A
S
I
N
P
U
T
O
U
T
P
U
T
L
.
A
.
T
.
E
.
A
.
T
.
G
A
S
T
Y
P
E
L
I
Q
U
I
D
S
U
C
T
I
O
N
C
.
D
.
N
A
T
G
A
S
I
N
T
A
K
E
E
X
H
A
U
S
T
P
I
P
I
N
G
S
I
Z
E
S
D
X
C
O
O
L
I
N
G
C
O
I
L
B
.
T
.
U
.
E
.
A
.
T
.
L
.
A
.
T
.
C
.
F
.
M
.
M
A
X
.
P
.
D
.
S
P
E
E
D
@
E
L
E
V
.
1
F
M
O
C
P
2
F
3
F
U
P
F
L
O
W
U
P
F
L
O
W
2
E
F
C
E
I
L
I
N
G
M
O
U
N
T
E
D
2
0
0
1
/
6
0
.
4
1
2
0
/
6
0
/
1
1
7
5
0
T
W
I
N
C
I
T
Y
D
C
R
U
0
7
3
B
E
W
I
T
H
F
A
C
T
O
R
Y
M
O
U
N
T
E
D
R
O
O
F
C
U
R
B
C
O
N
T
I
N
U
O
U
S
2
4
H
R
.
4
0
0
0
.
5
"
H
I
G
H
7
.
6
1
5
.
0
2
0
8
/
6
0
/
1
2
4
,
0
0
0
1
9
,
2
0
0
1
5
,
7
4
4
6
5
°
F
1
0
5
°
F
N
A
T
1
2
,
0
0
0
7
5
°
F
5
5
°
F
0
.
2
5
"
N
A
N
A
3
/
4
"
3
/
4
"
N
A
N
A
M
A
G
I
C
P
A
K
M
O
D
E
L
2
4
M
G
E
4
-
1
2
-
1
8
1
P
W
I
T
H
A
R
C
H
I
T
E
C
T
U
R
A
L
L
O
U
V
E
R
T
O
M
A
T
C
H
U
N
I
T
.
6
0
0
0
.
5
"
H
I
G
H
1
0
.
7
1
5
.
0
2
0
8
/
6
0
/
1
2
4
,
0
0
0
1
9
,
2
0
0
1
5
,
7
4
4
6
5
°
F
1
0
5
°
F
N
A
T
1
8
,
0
0
0
7
5
°
F
5
5
°
F
0
.
2
5
"
N
A
N
A
3
/
4
"
3
/
4
"
N
A
N
A
M
A
G
I
C
P
A
K
M
O
D
E
L
3
6
M
G
E
4
-
1
2
-
2
4
1
P
W
I
T
H
A
R
C
H
I
T
E
C
T
U
R
A
L
L
O
U
V
E
R
T
O
M
A
T
C
H
U
N
I
T
.
8
0
0
0
.
5
"
H
I
G
H
1
3
.
2
2
0
.
0
2
0
8
/
6
0
/
1
3
6
,
0
0
0
2
8
,
8
0
0
2
3
,
6
1
6
6
5
°
F
1
0
5
°
F
N
A
T
2
4
,
0
0
0
7
5
°
F
5
5
°
F
0
.
2
5
"
N
A
N
A
3
/
4
"
3
/
4
"
N
A
N
A
D
-
1
6
x
6
5
0
-
9
0
S
T
E
E
L
W
H
I
T
E
N
O
Y
E
S
A
C
C
O
R
D
M
O
D
E
L
2
2
2
W
I
T
H
2
-
W
A
Y
D
E
F
L
E
C
T
I
O
N
.
M
O
U
N
T
I
N
C
E
I
L
I
N
G
I
N
L
O
C
A
T
I
O
N
S
H
O
W
N
O
N
P
L
A
N
S
.
P
R
O
V
I
D
E
T
R
A
N
S
I
T
I
O
N
B
O
O
T
.
2
W
A
Y
2
4
x
2
4
7
0
0
-
9
0
0
S
T
E
E
L
W
H
I
T
E
N
O
N
O
-
-
-
A
C
C
O
R
D
M
O
D
E
L
5
0
0
.
M
O
U
N
T
I
N
C
E
I
L
I
N
G
O
R
L
O
W
S
I
D
E
W
A
L
L
A
S
S
H
O
W
N
O
N
P
L
A
N
S
EQUIVALENT LENGTH TAGFOR DRYER VENT LOCATED WITH 6'-0" OF DRYER BOX
C
O
N
T
I
N
U
O
U
S
2
4
H
R
.
E
G
-
1
6
x
6
5
0
-
9
0
S
T
E
E
L
W
H
I
T
E
Y
E
S
Y
E
S
-
-
-
A
C
C
O
R
D
M
O
D
E
L
5
0
0
.
M
O
U
N
T
I
N
S
I
D
E
W
A
L
L
A
S
S
H
O
W
N
O
N
P
L
A
N
S
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
F
O
U
N
D
A
T
I
O
N
P
L
U
M
B
I
N
G
P
L
A
N
S
C
A
L
E
:
1
/
8
"
=
1
'
-
0
"
P
1
.
0
F
O
U
N
D
A
T
I
O
N
P
L
U
M
B
I
N
G
P
L
A
N
P
L
A
N
N
O
T
E
S
:
1
4
"
W
A
S
T
E
S
T
A
C
K
U
P
T
H
R
U
S
L
A
B
T
O
S
E
R
V
E
L
E
V
E
L
S
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
1
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
4
"
V
E
N
T
S
T
A
C
K
U
P
T
H
R
U
S
L
A
B
T
O
S
E
R
V
E
L
E
V
E
L
S
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
1
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
R
U
N
W
A
S
T
E
M
A
I
N
L
I
N
E
A
T
1
/
8
"
P
E
R
F
O
O
T
S
L
O
P
E
.
S
E
E
C
I
V
I
L
S
I
T
E
P
L
A
N
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
S
E
W
E
R
M
A
I
N
.
2
B
A
L
L
T
Y
P
E
I
S
O
L
A
T
I
O
N
V
A
L
V
E
P
I
P
E
R
I
S
E
P
I
P
E
D
R
O
P
S
Y
M
B
O
L
C
O
W
C
O
C
O
T
G
V
T
R
V
V
E
N
T
V
E
N
T
T
H
R
U
R
O
O
F
C
L
E
A
N
O
U
T
W
A
L
L
C
L
E
A
N
O
U
T
C
L
E
A
N
O
U
T
T
O
G
R
A
D
E
D
E
S
C
R
I
P
T
I
O
N
P
L
U
M
B
I
N
G
L
E
G
E
N
D
S
O
I
L
O
R
W
A
S
T
E
P
I
P
I
N
G
V
E
N
T
L
I
N
E
P
I
P
I
N
G
G
A
S
P
I
P
I
N
G
G
D
O
M
E
S
T
I
C
H
O
T
W
A
T
E
R
P
I
P
I
N
G
D
O
M
E
S
T
I
C
C
O
L
D
W
A
T
E
R
P
I
P
I
N
G
H
O
T
W
A
T
E
R
R
E
C
I
R
C
.
P
I
P
I
N
G
R
D
O
R
D
L
R
O
O
F
D
R
A
I
N
P
I
P
I
N
G
R
O
O
F
O
V
E
R
F
L
O
W
D
R
A
I
N
P
I
P
I
N
G
C
C
D
D
E
E
F
F
H
H
1
1
4
4
5
5
8
8
2
2
G
G
6
6
B
B
7
7
3
3
A
A
I IJJKKL-14"2"SH-12" V.WB-12" V.2"2"2" V.2"4"4"2" V.FD-1FD-1KS-12" V.WC-14"12 2"2"2"
2
"
F
D
-
1
2
"
V
.
W
B
-
1
2
"
2
"
2
"
KS-12"
4
"
2
"
2
"
2" V.FD-1
4
"
4
"
4
"
S
H
-
1
2
1
2
"
V
.
2
"
W
C
-
1
2
"
V
.
4
"
JS-1
L
-
1
2
"
F
D
-
1
2
"
V
.
W
B
-
1
2
"
2
"
3
"
3
"
4
"
4
"
4
"
4
"
W
C
-
1
2
"
V
.
L
-
1
2
"
4
"
2
"
2
"
V
.
S
H
-
1
4
"
2
"
V
.
F
D
-
1
2
1
2
"
F
D
-
1
2
"
V
.
2
"
2
"
3
"
3
"
4
"
4
"
4
"
4
"
W
C
-
1
2
"
V
.
L
-
1
2
"
4
"
2
"
2
"
V
.
S
H
-
1
4
"
2
"
V
.
F
D
-
1
2
1
K
S
-
1
W
B
-
1
K
S
-
1
2
"
F
D
-
1
2
"
V
.
W
B
-
1
2
"
2
"
3
"
3
"
4
"
4
"
4
"
4
"
W
C
-
1
2
"
V
.
L
-
1
2
"
4
"
2
"
2
"
V
.
S
H
-
1
4
"
2
"
V
.
F
D
-
1
2
1
2
"
F
D
-
1
2
"
V
.
2
"
2
"
3
"
3
"
4
"
4
"
4
"
4
"
W
C
-
1
2
"
V
.
L
-
1
2
"
4
"
2
"
2
"
V
.
S
H
-
1
4
"
2
"
V
.
F
D
-
1
2
1
K
S
-
1
W
B
-
1
K
S
-
1
L
-
1
4
"
2
"
S
H
-
1
2
"
V
.
W
B
-
1
2
"
V
.
2
"
2
"
2
"
V
.
2
"
4
"
4
"
2
"
V
.
F
D
-
1
F
D
-
1
K
S
-
1
W
C
-
1
4
"
1
2
2
"
2
"
2
"
L-1 4"2"SH-1 2" V.WB-1 2" V.2"2"2" V.2"4"4"2" V.FD-1 FD-1KS-1WC-1 4"1 22"2"2"
L
-
1
4
"
2
"
S
H
-
1
2
"
V
.
W
B
-
1
2
"
V
.
2
"
2
"
2
"
V
.
2
"
4
"
4
"
2
"
V
.
F
D
-
1
F
D
-
1
K
S
-
1
W
C
-
1
4
"
1
2
2
"
2
"
2
"
2
"
F
D
-
1
2
"
V
.
W
B
-
1
2
"
2
"
2
"
K
S
-
1
2
"
4
"
2
"
2
"
2
"
V
.
F
D
-
1
4
"
4
"
4
"
S
H
-
1
2
1
2
"
V
.
2
"
W
C
-
1
2
"
V
.
4
"
L
-
1
2
"
F
D
-
1
2
"
V
.
W
B
-
1
2
"
2
"
3
"
3
"
4
"
4
"
4
"
W
C
-
1
2
"
V
.
L
-
1
2
"
4
"
2
"
2
"
V
.
S
H
-
1
4
"
2
"
V
.
F
D
-
1
2
1
2
"
F
D
-
1
2
"
V
.
2
"
2
"
3
"
3
"
4
"
4
"
4
"
4
"
W
C
-
1
2
"
V
.
L
-
1
2
"
4
"
2
"
2
"
V
.
S
H
-
1
4
"
2
"
V
.
F
D
-
1
2
1
K
S
-
1
W
B
-
1
K
S
-
1
2
"
F
D
-
1
2
"
V
.
W
B
-
1
2
"
2
"
3
"
3
"
4
"
4
"
4
"
4
"
W
C
-
1
2
"
V
.
L
-
1
2
"
4
"
2
"
2
"
V
.
S
H
-
1
4
"
2
"
V
.
F
D
-
1
2
1
2
"
F
D
-
1
2
"
V
.
2
"
2
"
3
"
3
"
4
"
4
"
4
"
4
"
W
C
-
1
2
"
V
.
L
-
1
2
"
4
"
2
"
2
"
V
.
S
H
-
1
4
"
2
"
V
.
F
D
-
1
2
1
K
S
-
1
W
B
-
1
K
S
-
1
4
"
4
"
C
O
T
G
I
N
V
.
8
7
'
-
1
0
"
8" COTGINV. 86'-4"8"8"
8
"
6
"
6
"
6
"
6
"
6
"
6
"
4
"
FS-1 4" UP TO
3
3
3
3
3
3
3
33
4
4
C
C
D
D
E
E
F
F
H
H
1
1
4
4
5
5
8
8
2
2
G
G
6
6
B
B
7
7
3
3
A
A
I IJJKK
U
P
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
B
A
S
E
M
E
N
T
P
L
U
M
B
I
N
G
F
L
O
O
R
P
L
A
N
S
C
A
L
E
:
1
/
8
"
=
1
'
-
0
"
P
1
.
1
B
A
S
E
M
E
N
T
P
L
U
M
B
I
N
G
P
L
A
N
P
L
A
N
N
O
T
E
S
:
1
2
3
4
5
6
7
8
U
N
I
T
2
0
0
2
U
N
I
T
S
T
U
D
I
O
0
0
3
U
N
I
T
1
0
0
5
U
N
I
T
2
0
0
1
U
N
I
T
1
0
0
4
U
N
I
T
1
0
0
7
U
N
I
T
1
0
0
6
U
N
I
T
1
0
0
9
U
N
I
T
1
0
0
8
U
N
I
T
1
0
1
0
U
N
I
T
S
T
U
D
I
O
0
1
2
UNIT 2013 UNIT 2014
U
N
I
T
1
0
1
1
L-1 T-1WB-1 FD-1WC-1FD-1 WH-1KS-1 DW-1WB-
1
F
D
-
1
K
S
-
1
D
W
-
1
F
D
-
1
W
H
-
1
L
-
1
W
C
-
1
T
-
1
W
B
-
1
F
D
-
1
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
W
B
-
1
D
W
-
1
K
S
-
1
W
B
-
1
W
B
-
1
F
D
-
1
F
D
-
1
F
D
-
1
L
-
1
T
-
1
W
B
-
1
F
D
-
1
W
C
-
1
F
D
-
1
W
H
-
1
K
S
-
1
D
W
-
1
L
-
1
T
-
1
W
B
-
1
F
D
-
1
W
C
-
1
F
D
-
1
W
H
-
1
K
S
-
1
D
W
-
1
L-1T-1 WB-1FD-1 WC-1 FD-1WH-1KS-1DW-1
W
B
-
1
F
D
-
1
W
B
-
1
W
B
-
1
W
B
-
1
F
D
-
1
F
D
-
1
F
D
-
1
JS-1
T
-
1
L
-
1
W
C
-
1
F
D
-
1
K
S
-
1
D
W
-
1
W
B
-
1
F
D
-
1
FS-1(ABOVE)2" V. UPF 12
2
1
2
1
1
2
1 2
1
2
2
1
6" FIRE LINE2-1/2" CW MAIN
4
"
W
A
S
T
E
S
T
A
C
K
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
L
E
V
E
L
S
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
2
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
4
"
V
E
N
T
S
T
A
C
K
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
L
E
V
E
L
S
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
2
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
2
"
W
A
S
T
E
S
T
A
C
K
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
L
E
V
E
L
S
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
2
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
2
"
V
E
N
T
S
T
A
C
K
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
L
E
V
E
L
S
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
2
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
S
E
E
C
I
V
I
L
S
I
T
E
P
L
A
N
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
2
-
1
/
2
"
D
O
M
E
S
T
I
C
C
W
M
A
I
N
.
S
E
E
C
I
V
I
L
S
I
T
E
P
L
A
N
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
6
"
F
I
R
E
L
I
N
E
.
R
I
S
E
6
"
F
I
R
E
L
I
N
E
U
P
T
H
R
U
S
L
A
B
T
O
F
I
R
E
R
I
S
E
R
L
O
C
A
T
E
D
O
N
L
E
V
E
L
1
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
2
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
A
B
O
V
E
.
R
I
S
E
2
-
1
/
2
"
D
O
M
E
S
T
I
C
C
W
M
A
I
N
U
P
T
H
R
U
S
L
A
B
T
O
P
R
E
S
S
U
R
E
R
E
D
U
C
I
N
G
V
A
L
V
E
A
S
S
E
M
B
L
Y
L
O
C
A
T
E
D
O
N
L
E
V
E
L
1
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
2
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
A
B
O
V
E
.
S
E
E
C
I
V
I
L
S
I
T
E
P
L
A
N
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
4
"
U
N
D
E
R
G
R
O
U
N
D
R
O
O
F
D
R
A
I
N
P
I
P
I
N
G
.
3
/
4
"
C
O
L
D
W
A
T
E
R
M
A
I
N
U
P
I
N
W
A
L
L
.
S
E
E
S
H
E
E
T
P
1
.
2
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
3
/
4
"
C
W
M
A
I
N
S
E
R
V
I
N
G
T
H
I
S
A
P
T
.
S
E
E
L
A
R
G
E
S
C
A
L
E
T
Y
P
I
C
A
L
P
L
U
M
B
I
N
G
P
L
A
N
S
O
N
S
H
E
E
T
P
2
.
1
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
S
E
R
V
I
N
G
A
P
T
.
1
/
2
"
H
W
L
I
N
E
U
P
I
N
W
A
L
L
F
R
O
M
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
2
F
O
R
C
O
N
T
.
O
F
P
I
P
I
N
G
.
1
/
2
"
C
W
L
I
N
E
U
P
I
N
W
A
L
L
F
R
O
M
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
2
F
O
R
C
O
N
T
.
O
F
P
I
P
I
N
G
.
435678RDL4" RDL UP4" COTG INV. 97'-0"
9
9
1
0
1
1
11101011
1
1
1
0
1
1
1
0
11 10
1
1
1
0
1
0
1
1
1
2
1
3
13 12 GG
G
G
G
G
G
G G G
G
G G G
G
G
G
G
G
G
G
G
G
G
G G G
G G G G G
G
(
7
)
3
/
4
"
(
2
P
S
I
)
G
A
S
L
I
N
E
S
U
P
I
N
W
A
L
L
T
O
M
E
T
E
R
S
A
B
O
V
E
(1) 3/4" (2 PSI)
(
2
)
3
/
4
"
(
2
P
S
I
)
(
3
)
3
/
4
"
(
2
P
S
I
)
(
6
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3/4" (2 PSI)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
(
1
)
3
/
4
"
(
2
P
S
I
)
(
1
)
3
/
4
"
(
2
P
S
I
)
(
2
)
3
/
4
"
(
2
P
S
I
)
(
4
)
3
/
4
"
(
2
P
S
I
)
(
5
)
3
/
4
"
(
2
P
S
I
)
(
6
)
3
/
4
"
(
2
P
S
I
)
(
6
)
3
/
4
"
(
2
P
S
I
)
(1) 3/4" (2 PSI) (1) 3/4" (2 PSI)
(
1
)
3
/
4
"
(
2
P
S
I
)
(
4
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
(
5
)
3
/
4
"
(
2
P
S
I
)
3 F
1
F
2
F
2
F
2
F
2
F
3
F
3 F
2
F
2
F
2
F
2
F
1
F
3
F
S
E
E
L
A
R
G
E
S
C
A
L
E
T
Y
P
.
A
P
T
.
P
L
U
M
B
I
N
G
P
L
A
N
S
O
N
S
H
E
E
T
P
2
.
1
F
O
R
P
I
P
I
N
G
S
E
R
V
I
N
G
I
N
D
I
V
I
D
U
A
L
A
P
T
.
T
Y
P
E
S
.
N
O
T
E
:
ENTIRE BUILDING TO BE FIRE SPRINKLEDAS PER NFPA-13 CODE REQUIREMENTS.NOTE:
4
"
C
O
T
G
I
N
V
.
9
7
'
-
0
"
9
4
"
R
D
L
U
P
(
7
)
3
/
4
"
(
2
P
S
I
)
G
A
S
L
I
N
E
S
U
P
I
N
W
A
L
L
T
O
M
E
T
E
R
S
A
B
O
V
E
G
G
G G
(
7
)
3
/
4
"
(
2
P
S
I
)
(
7
)
3
/
4
"
(
2
P
S
I
)
(
3
)
3
/
4
"
(
2
P
S
I
)
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
2
1
1
1
1
0
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
D
W
-
1
K
S
-
1
2
1
1
1
1
0
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
2
1
1
1
1
0
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
D
W
-
1
K
S
-
1
2
1
1
1
1
0
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
2
1
1
1
1
0
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
D
W
-
1
K
S
-
1
2
1
1
1
1
0
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
2
1
1
1
1
0
C
C
D
D
E
E
F
F
H
H
1
1
4
4
5
5
8
8
2
2
G
G
6
6
B
7
7
3
3
A
A
I IJJKK
B
FAVPRV
D
N
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
1
S
T
F
L
O
O
R
P
L
U
M
B
I
N
G
P
L
A
N
S
C
A
L
E
:
1
/
8
"
=
1
'
-
0
"
P
1
.
2
1
S
T
F
L
O
O
R
P
L
U
M
B
I
N
G
P
L
A
N
P
L
A
N
N
O
T
E
S
:
U
N
I
T
2
1
0
2
T
Y
P
E
B
U
N
I
T
S
T
U
D
I
O
1
0
3
T
Y
P
E
A
U
N
I
T
1
1
0
5
T
Y
P
E
A
U
N
I
T
2
1
0
1
T
Y
P
E
A
U
N
I
T
1
1
0
4
T
Y
P
E
B
U
N
I
T
1
1
0
7
T
Y
P
E
B
U
N
I
T
1
1
0
6
T
Y
P
E
B
U
N
I
T
1
1
0
9
T
Y
P
E
B
U
N
I
T
1
1
0
8
T
Y
P
E
B
U
N
I
T
1
1
1
0
T
Y
P
E
B
U
N
I
T
S
T
U
D
I
O
1
1
2
T
Y
P
E
B
UNIT 2113TYPE B UNIT 2114TYPE B
U
N
I
T
1
1
1
1
T
Y
P
E
B
L-1 SH-1WB-1 FD-1WC-1FD-1 WH-1KS-1 DW-1
S
H
-
1
F
D
-
1
K
S
-
1
D
W
-
1
F
D
-
1
W
H
-
1
L
-
1
W
C
-
1
WB-
1
W
B
-
1
F
D
-
1
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
S
H
-
1
W
H
-
1
F
D
-
1
W
B
-
1
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
S
H
-
1
W
H
-
1
F
D
-
1
W
B
-
1
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
S
H
-
1
W
H
-
1
F
D
-
1
W
B
-
1
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
S
H
-
1
W
H
-
1
F
D
-
1
F
D
-
1
F
D
-
1
F
D
-
1
L
-
2
S
H
-
2
W
B
-
1
F
D
-
1
W
C
-
2
F
D
-
1
W
H
-
1
K
S
-
2
D
W
-
1
L
-
1
S
H
-
1
W
B
-
1
F
D
-
1
W
C
-
1
F
D
-
1
W
H
-
1
K
S
-
1
D
W
-
1
L-1SH-1 WB-1FD-1 WC-1 FD-1WH-1KS-1DW-1
W
B
-
1
F
D
-
1
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
S
H
-
1
W
H
-
1
F
D
-
1
W
B
-
1
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
S
H
-
1
W
H
-
1
F
D
-
1
W
B
-
1
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
S
H
-
1
W
H
-
1
F
D
-
1
W
B
-
1
D
W
-
1
K
S
-
2
W
C
-
2
L
-
2
S
H
-
2
W
H
-
1
F
D
-
1
F
D
-
1
F
D
-
1
F
D
-
1
JS-1
S
H
-
2
L
-
2
W
C
-
2
F
D
-
1
K
S
-
2
D
W
-
1
W
B
-
1
F
D
-
1
1
2
3
4
5
4
"
W
A
S
T
E
S
T
A
C
K
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
L
E
V
E
L
S
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
3
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
4
"
V
E
N
T
S
T
A
C
K
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
L
E
V
E
L
S
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
3
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
2
"
W
A
S
T
E
S
T
A
C
K
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
L
E
V
E
L
S
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
3
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
2
"
V
E
N
T
S
T
A
C
K
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
L
E
V
E
L
S
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
3
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
3
/
4
"
C
W
M
A
I
N
S
E
R
V
I
N
G
T
H
I
S
A
P
T
.
S
E
E
L
A
R
G
E
S
C
A
L
E
T
Y
P
I
C
A
L
P
L
U
M
B
I
N
G
P
L
A
N
S
O
N
S
H
E
E
T
P
2
.
0
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
S
E
R
V
I
N
G
A
P
T
.
T
E
E
O
F
F
1
-
1
/
4
"
C
W
L
I
N
E
A
N
D
D
R
O
P
3
/
4
"
C
W
L
I
N
E
D
O
W
N
I
N
W
A
L
L
T
O
S
E
R
V
E
B
A
S
E
M
E
N
T
L
E
V
E
L
A
P
T
.
B
E
L
O
W
.
R
I
S
E
1
"
C
W
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
L
E
V
E
L
S
2
A
N
D
3
A
B
O
V
E
.
R
I
S
E
3
/
4
"
C
W
L
I
N
E
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
(
2
)
J
A
N
I
T
O
R
S
I
N
K
S
O
N
L
E
V
E
L
S
A
B
O
V
E
A
N
D
D
R
O
P
1
/
2
"
C
W
L
I
N
E
D
O
W
N
T
O
S
E
R
V
E
J
A
N
I
T
O
R
S
I
N
K
I
N
B
A
S
E
M
E
N
T
B
E
L
O
W
.
R
I
S
E
3
/
4
"
H
W
L
I
N
E
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
(
2
)
J
A
N
I
T
O
R
S
I
N
K
S
O
N
L
E
V
E
L
S
A
B
O
V
E
A
N
D
D
R
O
P
1
/
2
"
H
W
L
I
N
E
D
O
W
N
T
O
S
E
R
V
E
J
A
N
I
T
O
R
S
I
N
K
I
N
B
A
S
E
M
E
N
T
B
E
L
O
W
.
G
A
S
M
E
T
E
R
T
R
E
E
S
B
Y
L
O
C
A
L
G
A
S
C
O
M
P
A
N
Y
.
5
6
G
A
S
M
E
T
E
R
S
T
O
T
A
L
.
4
0
M
E
T
E
R
S
S
I
Z
E
D
F
O
R
2
4
,
0
0
0
B
T
U
A
T
2
P
S
I
D
E
L
I
V
E
R
Y
P
R
E
S
S
U
R
E
A
N
D
1
6
M
E
T
E
R
S
S
I
Z
E
D
F
O
R
3
6
,
0
0
0
B
T
U
A
T
2
P
S
I
D
E
L
I
V
E
R
Y
P
R
E
S
S
U
R
E
.
6
"
F
I
R
E
R
I
S
E
R
A
S
S
E
M
B
L
Y
.
S
E
E
D
E
T
A
I
L
O
N
S
H
E
E
T
P
3
.
0
2
-
1
/
2
"
D
O
M
E
S
T
I
C
C
O
L
D
W
A
T
E
R
P
R
E
S
S
U
R
E
R
E
D
U
C
I
N
G
S
T
A
T
I
O
N
.
S
E
E
D
E
T
A
I
L
O
N
S
H
E
E
T
P
3
.
0
.
1 2
2
1
2
1
2
1
1
1
1
2
2
2
1 2
2
1
2
1
1
1
1
2
2
2
2
1
43
6
5665
5
6
5
6
5
6
5
6
5
6
5 6
5
6
5
5
5
6
5
6
6
5
6
6
1-1/4"1-1/4"1-1/4"
1
-
1
/
4
"
1
-
1
/
4
"
1
-
1
/
4
"
1
-
1
/
4
"
1
-
1
/
4
"
1
-
1
/
4
"
1
-
1
/
4
"
1
-
1
/
4
"
1
-
1
/
4
"
1
-
1
/
4
"
1
-
1
/
4
"
2-1/2"2-1/2"
2
-
1
/
2
"
2
"
2
"
2
"
1
-
1
/
2
"
2
"
FS-1 2"3/4"WH-2 2-1/2"
7
8
9
7 8
1
0
1
1
11 10 GG
G
G
G
G
G
G G G
G
G G G
G
G
G
G
G
G
G
G
G
G
G G G
G G G G G
G
(1) 3/4" (2 PSI)
(
2
)
3
/
4
"
(
2
P
S
I
)
(
3
)
3
/
4
"
(
2
P
S
I
)
(
6
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3/4" (2 PSI)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
(
1
)
3
/
4
"
(
2
P
S
I
)
(
1
)
3
/
4
"
(
2
P
S
I
)
(
2
)
3
/
4
"
(
2
P
S
I
)
(
4
)
3
/
4
"
(
2
P
S
I
)
(
5
)
3
/
4
"
(
2
P
S
I
)
(
6
)
3
/
4
"
(
2
P
S
I
)
(
6
)
3
/
4
"
(
2
P
S
I
)
(1) 3/4" (2 PSI)
(
1
)
3
/
4
"
(
2
P
S
I
)
(
4
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
(
5
)
3
/
4
"
(
2
P
S
I
)
S
E
E
L
A
R
G
E
S
C
A
L
E
T
Y
P
.
A
P
T
.
P
L
U
M
B
I
N
G
P
L
A
N
S
O
N
S
H
E
E
T
P
2
.
0
F
O
R
P
I
P
I
N
G
S
E
R
V
I
N
G
I
N
D
I
V
I
D
U
A
L
A
P
T
.
T
Y
P
E
S
.
N
O
T
E
:
ENTIRE BUILDING TO BE FIRE SPRINKLEDAS PER NFPA-13 CODE REQUIREMENTS.NOTE:4" RDL UP DS-1(+24" A.F.F.)4" RDO UP
D
S
-
1
(
+
2
4
"
A
.
F
.
F
.
)
4
"
R
D
O
U
P
4
"
R
D
L
U
P
9
9
9
G G
G
G
(
7
)
3
/
4
"
(
2
P
S
I
)
(
7
)
3
/
4
"
(
2
P
S
I
)
(
3
)
3
/
4
"
(
2
P
S
I
)
(1) 3/4" (2 PSI) 3 F
1
F
2
F
2
F
2
F
2
F
3
F
3 F
2
F
2
F
2
F
2
F
1
F
3
F
C
C
D
D
E
E
F
F
H
H
1
1
4
4
5
5
8
8
2
2
G
G
6
6
B
B
7
7
3
3
A
A
I IJJKK
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
2
N
D
F
L
O
O
R
P
L
U
M
B
I
N
G
P
L
A
N
S
C
A
L
E
:
1
/
8
"
=
1
'
-
0
"
P
1
.
3
2
N
D
F
L
O
O
R
P
L
U
M
B
I
N
G
P
L
A
N
P
L
A
N
N
O
T
E
S
:
U
N
I
T
2
2
0
2
U
N
I
T
S
T
U
D
I
O
2
0
3
U
N
I
T
1
2
0
5
U
N
I
T
2
2
0
1
U
N
I
T
1
2
0
4
U
N
I
T
1
2
0
7
U
N
I
T
1
2
0
6
U
N
I
T
1
2
0
9
U
N
I
T
1
2
0
8
U
N
I
T
1
2
1
1
U
N
I
T
1
2
1
0
U
N
I
T
S
T
U
D
I
O
2
1
2
UNIT 2213 UNIT 2214L-1 T-1WB-1 FD-1WC-1FD-1 WH-1KS-1 DW-1
T
-
1
F
D
-
1
K
S
-
1
D
W
-
1
F
D
-
1
W
H
-
1
L
-
1
W
C
-
1
WB-
1
W
B
-
1
F
D
-
1
W
B
-
1
W
B
-
1
W
B
-
1
F
D
-
1
F
D
-
1
F
D
-
1
L
-
1
T
-
1
W
B
-
1
F
D
-
1
W
C
-
1
F
D
-
1
W
H
-
1
K
S
-
1
D
W
-
1
L
-
1
T
-
1
W
B
-
1
F
D
-
1
W
C
-
1
F
D
-
1
W
H
-
1
K
S
-
1
D
W
-
1
L-1T-1 WB-1FD-1 WC-1 FD-1WH-1KS-1DW-1
W
B
-
1
F
D
-
1
W
B
-
1
W
B
-
1
W
B
-
1
F
D
-
1
F
D
-
1
F
D
-
1
JS-1
T
-
1
L
-
1
W
C
-
1
F
D
-
1
K
S
-
1
D
W
-
1
W
B
-
1
F
D
-
1
12
2
1
1
2
1 2
1
2
2
1
43 5885
5
8
5 8
5
8
8
5
1
2
3
4
5
4
"
W
A
S
T
E
S
T
A
C
K
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
L
E
V
E
L
A
B
O
V
E
.
4
"
V
E
N
T
S
T
A
C
K
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
L
E
V
E
L
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
4
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
2
"
W
A
S
T
E
S
T
A
C
K
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
L
E
V
E
L
A
B
O
V
E
.
2
"
V
E
N
T
S
T
A
C
K
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
L
E
V
E
L
S
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
4
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
3
/
4
"
C
W
M
A
I
N
S
E
R
V
I
N
G
T
H
I
S
A
P
T
.
S
E
E
L
A
R
G
E
S
C
A
L
E
T
Y
P
I
C
A
L
P
L
U
M
B
I
N
G
P
L
A
N
S
O
N
S
H
E
E
T
P
2
.
1
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
S
E
R
V
I
N
G
A
P
T
.
3
/
4
"
C
W
L
I
N
E
U
P
I
N
W
A
L
L
F
R
O
M
B
E
L
O
W
.
T
E
E
O
F
F
3
/
4
"
C
W
L
I
N
E
W
I
T
H
1
/
2
"
C
W
L
I
N
E
T
O
S
E
R
V
E
J
A
N
I
T
O
R
S
I
N
K
O
N
T
H
I
S
L
E
V
E
L
.
C
O
N
T
I
N
U
E
U
P
I
N
W
A
L
L
W
I
T
H
1
/
2
"
C
W
T
O
S
E
R
V
E
J
A
N
I
T
O
R
S
I
N
K
A
B
O
V
E
.
3
/
4
"
H
W
L
I
N
E
U
P
I
N
W
A
L
L
F
R
O
M
B
E
L
O
W
.
T
E
E
O
F
F
W
I
T
H
1
/
2
"
H
W
L
I
N
E
T
O
S
E
R
V
E
J
A
N
I
T
O
R
S
I
N
K
O
N
T
H
I
S
L
E
V
E
L
.
C
O
N
T
I
N
U
E
U
P
W
I
T
H
3
/
4
"
H
W
T
O
S
E
R
V
E
L
E
V
E
L
A
B
O
V
E
.
1
"
C
W
U
P
I
N
W
A
L
L
F
R
O
M
B
E
L
O
W
T
O
S
E
R
V
E
L
E
V
E
L
S
2
A
N
D
3
A
B
O
V
E
.
R
I
S
E
3
/
4
"
C
W
L
I
N
E
U
P
T
O
S
E
R
V
E
L
E
V
E
L
3
A
B
O
V
E
.
S
E
E
S
H
E
E
T
P
1
.
4
F
O
R
C
O
N
T
.
O
F
P
I
P
I
N
G
.
6
6
7
8
7 GG
G
G
G
G
G
G G G
G
G G G
G
G
G
G
G
G
G
G
G
G
G G G
G G G G G
G
(
7
)
3
/
4
"
(
2
P
S
I
)
G
A
S
L
I
N
E
S
D
O
W
N
I
N
W
A
L
L
T
O
M
E
T
E
R
S
B
E
L
O
W
(1) 3/4" (2 PSI)
(
2
)
3
/
4
"
(
2
P
S
I
)
(
3
)
3
/
4
"
(
2
P
S
I
)
(
6
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3/4" (2 PSI)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
(
1
)
3
/
4
"
(
2
P
S
I
)
(
7
)
3
/
4
"
(
2
P
S
I
)
(
1
)
3
/
4
"
(
2
P
S
I
)
(
2
)
3
/
4
"
(
2
P
S
I
)
(
4
)
3
/
4
"
(
2
P
S
I
)
(
5
)
3
/
4
"
(
2
P
S
I
)
(
6
)
3
/
4
"
(
2
P
S
I
)
(
6
)
3
/
4
"
(
2
P
S
I
)
(1) 3/4" (2 PSI) (1) 3/4" (2 PSI)
(
1
)
3
/
4
"
(
2
P
S
I
)
(
4
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
(
5
)
3
/
4
"
(
2
P
S
I
)
(
7
)
3
/
4
"
(
2
P
S
I
)
G
A
S
L
I
N
E
S
D
O
W
N
I
N
W
A
L
L
T
O
M
E
T
E
R
S
B
E
L
O
W
ENTIRE BUILDING TO BE FIRE SPRINKLEDAS PER NFPA-13 CODE REQUIREMENTS.NOTE:
S
E
E
L
A
R
G
E
S
C
A
L
E
T
Y
P
.
A
P
T
.
P
L
U
M
B
I
N
G
P
L
A
N
S
O
N
S
H
E
E
T
P
2
.
1
F
O
R
P
I
P
I
N
G
S
E
R
V
I
N
G
I
N
D
I
V
I
D
U
A
L
A
P
T
.
T
Y
P
E
S
.
N
O
T
E
:
4" RDL UP 4" RDO UP
4
"
R
D
O
U
P
4
"
R
D
L
U
P
G G
G
G
(
7
)
3
/
4
"
(
2
P
S
I
)
(
3
)
3
/
4
"
(
2
P
S
I
)
3 F
1
F
2
F
2
F
2
F
2
F
3
F
3 F
2
F
2
F
2
F
2
F
1
F
3
F
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
D
W
-
1
K
S
-
1
2
1
1
1
1
0
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
2
1
1
1
1
0
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
D
W
-
1
K
S
-
1
2
1
1
1
1
0
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
2
1
1
1
1
0
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
D
W
-
1
K
S
-
1
2
1
1
1
1
0
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
2
1
1
1
1
0
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
D
W
-
1
K
S
-
1
2
1
1
1
1
0
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
2
1
1
1
1
0
C
C
D
D
E
E
F
F
H
H
1
1
4
4
5
5
8
8
2
2
G
G
6
6
B
B
7
7
3
3
A
A
I IJJKK
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
3
R
D
F
L
O
O
R
P
L
U
M
B
I
N
G
P
L
A
N
S
C
A
L
E
:
1
/
8
"
=
1
'
-
0
"
P
1
.
4
3
R
D
F
L
O
O
R
P
L
U
M
B
I
N
G
P
L
A
N
P
L
A
N
N
O
T
E
S
:
1
F
U
N
I
T
2
3
0
2
U
N
I
T
S
T
U
D
I
O
3
0
3
U
N
I
T
1
3
0
5
U
N
I
T
2
3
0
1
U
N
I
T
1
3
0
4
U
N
I
T
1
3
0
7
U
N
I
T
1
3
0
6
U
N
I
T
1
3
0
9
U
N
I
T
1
3
0
8
U
N
I
T
1
3
1
1
U
N
I
T
1
3
1
0
U
N
I
T
S
T
U
D
I
O
3
1
2
UNIT 2313 UNIT 2314L-1 T-1WB-1 FD-1WC-1FD-1 WH-1KS-1 DW-1WB-
1
F
D
-
1
K
S
-
1
D
W
-
1
F
D
-
1
W
H
-
1
L
-
1
W
C
-
1
T
-
1
W
B
-
1
F
D
-
1
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
W
B
-
1
D
W
-
1
K
S
-
1
W
H
-
1
F
D
-
1
W
B
-
1
W
B
-
1
F
D
-
1
F
D
-
1
F
D
-
1
L
-
1
T
-
1
W
B
-
1
F
D
-
1
W
C
-
1
F
D
-
1
W
H
-
1
K
S
-
1
D
W
-
1
L
-
1
T
-
1
W
B
-
1
F
D
-
1
W
C
-
1
F
D
-
1
W
H
-
1
K
S
-
1
D
W
-
1
L-1T-1 WB-1FD-1 WC-1 FD-1WH-1KS-1DW-1
W
B
-
1
F
D
-
1
W
B
-
1
W
B
-
1
W
B
-
1
F
D
-
1
F
D
-
1
F
D
-
1
JS-1
T
-
1
L
-
1
W
C
-
1
F
D
-
1
K
S
-
1
D
W
-
1
W
B
-
1
F
D
-
1
4
"
R
D
L
D
N
.
RDLRDL
R
D
L
R
D
L
R
D
L
R
D
L
R
D
L
R
D
L
R
D
L
RDORDORDO
R
D
O
R
D
O
R
D
O
R
D
O
R
D
O
R
D
O
R
D
O
3
"
3
"
4"
3
"
4
"
3
"
3
"
R
D
-
1
(
A
B
O
V
E
)
O
D
-
1
(
A
B
O
V
E
)
RD-1(ABOVE)OD-1(ABOVE)
O
D
-
1
(
A
B
O
V
E
)
R
D
-
1
(
A
B
O
V
E
)
R
D
-
1
(
A
B
O
V
E
)
O
D
-
1
(
A
B
O
V
E
)
1
1
1
1
1
1
2
1
2
4
"
V
E
N
T
S
T
A
C
K
U
P
I
N
W
A
L
L
F
R
O
M
B
E
L
O
W
.
S
E
E
S
H
E
E
T
P
1
.
3
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
2
"
V
E
N
T
S
T
A
C
K
U
P
I
N
W
A
L
L
F
R
O
M
B
E
L
O
W
.
S
E
E
S
H
E
E
T
P
1
.
3
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
.
3
/
4
"
C
W
M
A
I
N
U
P
F
R
O
M
B
E
L
O
W
S
E
R
V
I
N
G
A
P
T
O
N
T
H
I
S
L
E
V
E
L
.
S
E
E
L
A
R
G
E
S
C
A
L
E
T
Y
P
I
C
A
L
P
L
U
M
B
I
N
G
P
L
A
N
S
O
N
S
H
E
E
T
P
2
.
1
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
O
F
P
I
P
I
N
G
S
E
R
V
I
N
G
A
P
T
.
1
/
2
"
C
W
L
I
N
E
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
J
A
N
I
T
O
R
S
I
N
K
O
N
T
H
I
S
L
E
V
E
L
.
S
E
E
S
H
E
E
T
P
1
.
3
F
O
R
C
O
N
T
.
O
F
P
I
P
I
N
G
.
3
/
4
"
H
W
L
I
N
E
U
P
I
N
W
A
L
L
F
R
O
M
B
E
L
O
W
.
T
E
E
O
F
F
3
/
4
"
W
I
T
H
1
/
2
"
H
W
L
I
N
E
T
O
S
E
R
V
E
J
A
N
I
T
O
R
S
I
N
K
O
N
T
H
I
S
L
E
V
E
L
.
S
E
E
S
H
E
E
T
P
1
.
3
F
O
R
C
O
N
T
.
O
F
P
I
P
I
N
G
.
3
1
2"4" VTR4" VTR
4
"
V
T
R
4
"
V
T
R
4
"
V
T
R
4
"
V
T
R
4
"
V
T
R
33
3
3
3
3
3
3
4
4
5
5 GG
G
G
G
G
G
G G G
G
G G
G
G
G
G
G
G
G
G
G
G G G
G G G G
G
(1) 3/4" (2 PSI)
(
2
)
3
/
4
"
(
2
P
S
I
)
(
3
)
3
/
4
"
(
2
P
S
I
)
(
6
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3/4" (2 PSI)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
(
1
)
3
/
4
"
(
2
P
S
I
)
(
7
)
3
/
4
"
(
2
P
S
I
)
(
2
)
3
/
4
"
(
2
P
S
I
)
(
4
)
3
/
4
"
(
2
P
S
I
)
(
5
)
3
/
4
"
(
2
P
S
I
)
(
6
)
3
/
4
"
(
2
P
S
I
)
(
6
)
3
/
4
"
(
2
P
S
I
)
(1) 3/4" (2 PSI)
(
1
)
3
/
4
"
(
2
P
S
I
)
(
4
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
3
/
4
"
(
2
P
S
I
)
(
5
)
3
/
4
"
(
2
P
S
I
)
(
7
)
3
/
4
"
(
2
P
S
I
)
G
A
S
L
I
N
E
S
D
O
W
N
I
N
W
A
L
L
T
O
M
E
T
E
R
S
B
E
L
O
W
(
7
)
3
/
4
"
(
2
P
S
I
)
G
A
S
L
I
N
E
S
D
O
W
N
I
N
W
A
L
L
T
O
M
E
T
E
R
S
B
E
L
O
W
(
1
)
3
/
4
"
(
2
P
S
I
)
ENTIRE BUILDING TO BE FIRE SPRINKLEDAS PER NFPA-13 CODE REQUIREMENTS.NOTE:
S
E
E
L
A
R
G
E
S
C
A
L
E
T
Y
P
.
A
P
T
.
P
L
U
M
B
I
N
G
P
L
A
N
S
O
N
S
H
E
E
T
P
2
.
1
F
O
R
P
I
P
I
N
G
S
E
R
V
I
N
G
I
N
D
I
V
I
D
U
A
L
A
P
T
.
T
Y
P
E
S
.
N
O
T
E
:
4
"
R
D
O
D
N
.
4" RDL DN. 4" RDO DN.
(
3
)
3
/
4
"
(
2
P
S
I
)
G
G
G
(
7
)
3
/
4
"
(
2
P
S
I
)
3 F
1
F
2
F
2
F
2
F
2
F
3
F
3 F
2
F
2
F
2
F
2
F
1
F
3
F
W
C
-
1
L
-
1
T
-
1
1
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
D
W
-
1
K
S
-
1
W
H
-
1
F
D
-
1
1
4
"
V
T
R
3
3
W
C
-
1
L
-
1
T
-
1
1
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
D
W
-
1
K
S
-
1
W
H
-
1
F
D
-
1
1
4
"
V
T
R
3
3
W
C
-
1
L
-
1
T
-
1
1
D
W
-
1
K
S
-
1
W
C
-
1
L
-
1
T
-
1
W
H
-
1
F
D
-
1
D
W
-
1
K
S
-
1
W
H
-
1
F
D
-
1
1
4
"
V
T
R
3
3
W
C
-
1
L
-
1
T
-
1
1
C
C
D
D
E
E
F
F
H
H
1
1
4
4
5
5
8
8
2
2
G
G
6
6
B
B
7
7
3
3
A
A
I IJJKK
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
R
O
O
F
P
L
U
M
B
I
N
G
P
L
A
N
S
C
A
L
E
:
1
/
8
"
=
1
'
-
0
"
P
1
.
5
R
O
O
F
P
L
U
M
B
I
N
G
P
L
A
N
P
L
A
N
N
O
T
E
S
:
RD-1OD-1
R
D
-
1
O
D
-
1
R
D
-
1
O
D
-
1
R
D
-
1
O
D
-
1
2,354 SQ. FT.ROOF AREA
1
,
7
8
2
S
Q
.
F
T
.
R
O
O
F
A
R
E
A
1
,
7
8
2
S
Q
.
F
T
.
R
O
O
F
A
R
E
A
2
,
3
5
4
S
Q
.
F
T
.
R
O
O
F
A
R
E
A
4" VTR
4
"
V
T
R
4
"
V
T
R
4
"
V
T
R
4
"
V
T
R
4
"
V
T
R
4
"
V
T
R
4" VTR
4
"
V
T
R
4
"
V
T
R
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
P
2
.
0
T
Y
P
.
L
A
R
G
E
S
C
A
L
E
P
L
U
M
B
I
N
G
P
L
A
N
S
P
L
A
N
N
O
T
E
S
:
U
N
I
T
2
T
Y
P
E
B
U
N
I
T
1
T
Y
P
E
B
U
N
I
T
S
T
U
D
I
O
T
Y
P
E
B
T
Y
P
.
L
A
R
G
E
S
C
A
L
E
U
N
I
T
P
L
U
M
B
I
N
G
P
L
A
N
S
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
(
B
A
S
E
M
E
N
T
A
P
T
S
.
S
I
M
I
L
A
R
)
U
N
I
T
S
T
U
D
I
O
T
Y
P
E
A
UNIT 1TYPE A
U
N
I
T
2
T
Y
P
E
A
T
Y
P
.
L
A
R
G
E
S
C
A
L
E
U
N
I
T
P
L
U
M
B
I
N
G
P
L
A
N
S
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
W
B
-
1
DW-1 KS-2WC-2 L-2 SH-2 WH-1 FD-1FD-1 12
1
4
"
W
A
S
T
E
S
T
A
C
K
S
E
R
V
I
N
G
A
L
L
L
E
V
E
L
S
O
F
A
P
T
S
.
4
"
V
E
N
T
S
T
A
C
K
U
P
S
E
R
V
I
N
G
A
L
L
(
4
)
L
E
V
E
L
S
O
F
A
P
T
S
.
T
O
4
"
V
E
N
T
T
H
R
U
R
O
O
F
.
R
U
N
3
/
4
"
C
O
N
D
E
N
S
A
T
E
D
R
A
I
N
L
I
N
E
F
R
O
M
F
U
R
N
A
C
E
U
N
I
T
T
O
F
L
O
O
R
D
R
A
I
N
L
O
C
A
T
E
D
I
N
M
E
C
H
.
R
O
O
M
.
T
E
R
M
I
N
A
T
E
W
I
T
H
D
O
W
N
T
U
R
N
E
D
9
0
°
E
L
B
O
W
A
N
D
A
I
R
G
A
P
.
I
N
S
T
A
L
L
B
A
L
L
T
Y
P
E
S
H
U
T
-
O
F
F
V
A
L
V
E
O
N
3
/
4
"
C
W
M
A
I
N
S
E
R
V
I
N
G
A
P
T
.
B
E
L
O
W
C
E
I
L
I
N
G
O
F
C
L
O
S
E
T
.
S
E
E
D
E
T
A
I
L
O
N
S
H
E
E
T
P
3
.
0
C
O
L
D
W
A
T
E
R
M
A
I
N
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
A
L
L
L
E
V
E
L
S
O
F
A
P
T
S
.
R
E
F
E
R
T
O
P
L
U
M
B
I
N
G
F
L
O
O
R
P
L
A
N
S
H
E
E
T
S
F
O
R
S
I
Z
E
S
.
D
R
O
P
3
/
4
"
(
2
P
S
I
)
G
A
S
L
I
N
E
D
O
W
N
I
N
W
A
L
L
O
F
M
E
C
H
.
C
L
O
S
E
T
A
N
D
C
O
N
N
E
C
T
T
O
G
A
S
F
I
R
E
D
F
U
R
N
A
C
E
C
O
M
P
L
E
T
E
W
I
T
H
2
P
S
I
T
O
O
Z
.
R
E
G
U
L
A
T
O
R
O
N
3
/
4
"
G
A
S
L
I
N
E
S
I
Z
E
D
F
O
R
A
C
T
U
A
L
B
T
U
L
O
A
D
O
F
U
N
I
T
P
R
O
V
I
D
E
D
.
V
E
N
T
R
E
G
U
L
A
T
O
R
T
O
T
H
E
E
X
T
E
R
I
O
R
.
C
O
N
N
E
C
T
3
/
4
"
(
O
Z
.
)
G
A
S
L
I
N
E
T
O
U
N
I
T
C
O
M
P
L
E
T
E
W
I
T
H
S
H
U
T
-
O
F
F
V
A
L
V
E
,
D
I
R
T
L
E
G
A
N
D
F
L
E
X
I
B
L
E
C
O
N
N
E
C
T
I
O
N
.
S
E
E
D
E
T
A
I
L
O
N
S
H
E
E
T
P
3
.
0
D
R
O
P
P
I
P
I
N
G
D
O
W
N
I
N
I
N
T
E
R
I
O
R
W
A
L
L
T
O
S
E
R
V
E
A
D
J
A
C
E
N
T
F
I
X
T
U
R
E
T
O
P
R
E
V
E
N
T
F
R
E
E
Z
I
N
G
.
D
O
N
O
T
R
U
N
W
A
T
E
R
P
I
P
I
N
G
I
N
E
X
T
E
R
I
O
R
W
A
L
L
.
2
3
4
5
F
D
-
1
W
B
-
1
W
B
-
1
W
C
-
2
L
-
2
S
H
-
2
W
H
-
1
D
W
-
1
K
S
-
2
F
D
-
1
K
S
-
2
D
W
-
1
L
-
2
W
C
-
2
S
H
-
2
F
D
-
1
F
D
-
1
W
H
-
1
1
2
2
1
21
1
2
1
2
W
H
-
1
W
H
-
1
W
H
-
1
F
D
-
1
F
D
-
1
F
D
-
1
F
D
-
1
F
D
-
1
F
D
-
1
W
B
-
1
W
B
-
1
W
B
-
1
WC-1
W
C
-
1
W
C
-
1
L-1
L
-
1
S
H
-
1
SH-1
S
H
-
1
L
-
1
D
W
-
1
K
S
-
1
K
S
-
1
D
W
-
1
D
W
-
1
K
S
-
1
3
3
3
3
3
3
45
4
5
4
5
4
5
5
4
5
4
3/4"3/4"1/2"1/2"1/2"2"2"3"2"2"2"3"3"3"2"2"1/2"2" V.2"2"2"1/2"2"2" V.
2
"
2" V.2"2" V.
2
"
2
"
3
"
2
"
2
"
2
"
3
/
4
"
1
/
2
"
2
"
2
"
3
/
4
"
1
/
2
"
2
"
2
"
3
/
4
"
2
"
2
"
1
/
2
"
2
"
2
"
2
"
2
"
V
.
2
"
V
.
2
"
V
.
2
"
V
.
6
6
6
6
6
6
6
2
"
V
.
2
"
V
.
2
"
V
.
2
"
V
.
2
"
V
.
2" V.2" V.
7
77
7
7
2
"
2
"
2
"
1
/
2
"
1
/
2
"
2
"
1
/
2
"
2
"
2
"
3
/
4
"
3
/
4
"
3
/
4
"
3
/
4
"
2
"
3
"
2
"
2
"
2
"
2
"
2
"
2
"
2
"
2
"
2
"
2
"
2
"
2"
2
"
1
/
2
"
1
/
2
"
2"1/2"3/4"3/4"3/4"3/4"2"2"
2
"
V
.
2"2"2"3"
2
"
2
"
2
"
V
.
2
"
2
"
1
/
2
"
3
/
4
"
2
"
3
/
4
"
2
"
V
.
3
"
2
"
V
.
1
/
2
"
3
/
4
"
3
/
4
"
3
/
4
"
2
"
V
.
2
"
2
"
1
/
2
"
2
"
2
"
V
.
1
/
2
"
3
/
4
"
1
/
2
"
2
"
2
"
3
"
3
"
3
"
2
"
1
/
2
"
1
/
2
"
2
"
1
/
2
"
2
"
3
/
4
"
2
"
2
"
V
.
2
"
V
.
2
"
3
/
4
"
1
/
2
"
2" V.
2
"
2
"
1
/
2
"
2 F
1
F
3
F
3
F
1
F
2
F
T
Y
P
I
C
A
L
L
A
R
G
E
S
C
A
L
E
P
L
U
M
B
I
N
G
P
L
A
N
S
F
O
R
1
S
T
L
E
V
E
L
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
P
2
.
1
T
Y
P
.
L
A
R
G
E
S
C
A
L
E
P
L
U
M
B
I
N
G
P
L
A
N
S
P
L
A
N
N
O
T
E
S
:
U
N
I
T
2
T
Y
P
E
B
U
N
I
T
1
T
Y
P
E
B
U
N
I
T
S
T
U
D
I
O
T
Y
P
E
B
T
Y
P
.
L
A
R
G
E
S
C
A
L
E
U
N
I
T
P
L
U
M
B
I
N
G
P
L
A
N
S
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
(
B
A
S
E
M
E
N
T
A
P
T
S
.
S
I
M
I
L
A
R
)
U
N
I
T
S
T
U
D
I
O
T
Y
P
E
A
UNIT 1TYPE A
U
N
I
T
2
T
Y
P
E
A
T
Y
P
.
L
A
R
G
E
S
C
A
L
E
U
N
I
T
P
L
U
M
B
I
N
G
P
L
A
N
S
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
W
B
-
1
DW-1 KS-2WC-2L-2 T-1 WH-1 FD-1FD-1 12
1
4
"
W
A
S
T
E
S
T
A
C
K
S
E
R
V
I
N
G
A
L
L
L
E
V
E
L
S
O
F
A
P
T
S
.
4
"
V
E
N
T
S
T
A
C
K
U
P
S
E
R
V
I
N
G
A
L
L
(
4
)
L
E
V
E
L
S
O
F
A
P
T
S
.
T
O
4
"
V
E
N
T
T
H
R
U
R
O
O
F
.
R
U
N
3
/
4
"
C
O
N
D
E
N
S
A
T
E
D
R
A
I
N
L
I
N
E
F
R
O
M
F
U
R
N
A
C
E
U
N
I
T
T
O
F
L
O
O
R
D
R
A
I
N
L
O
C
A
T
E
D
I
N
M
E
C
H
.
R
O
O
M
.
T
E
R
M
I
N
A
T
E
W
I
T
H
D
O
W
N
T
U
R
N
E
D
9
0
°
E
L
B
O
W
A
N
D
A
I
R
G
A
P
.
I
N
S
T
A
L
L
B
A
L
L
T
Y
P
E
S
H
U
T
-
O
F
F
V
A
L
V
E
O
N
3
/
4
"
C
W
M
A
I
N
S
E
R
V
I
N
G
A
P
T
.
B
E
L
O
W
C
E
I
L
I
N
G
O
F
C
L
O
S
E
T
.
S
E
E
D
E
T
A
I
L
O
N
S
H
E
E
T
P
3
.
0
C
O
L
D
W
A
T
E
R
M
A
I
N
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
A
L
L
L
E
V
E
L
S
O
F
A
P
T
S
.
R
E
F
E
R
T
O
P
L
U
M
B
I
N
G
F
L
O
O
R
P
L
A
N
S
H
E
E
T
S
F
O
R
S
I
Z
E
S
.
D
R
O
P
3
/
4
"
(
2
P
S
I
)
G
A
S
L
I
N
E
D
O
W
N
I
N
W
A
L
L
O
F
M
E
C
H
.
C
L
O
S
E
T
A
N
D
C
O
N
N
E
C
T
T
O
G
A
S
F
I
R
E
D
F
U
R
N
A
C
E
C
O
M
P
L
E
T
E
W
I
T
H
2
P
S
I
T
O
O
Z
.
R
E
G
U
L
A
T
O
R
O
N
3
/
4
"
G
A
S
L
I
N
E
S
I
Z
E
D
F
O
R
A
C
T
U
A
L
B
T
U
L
O
A
D
O
F
U
N
I
T
P
R
O
V
I
D
E
D
.
V
E
N
T
R
E
G
U
L
A
T
O
R
T
O
T
H
E
E
X
T
E
R
I
O
R
.
C
O
N
N
E
C
T
3
/
4
"
(
O
Z
.
)
G
A
S
L
I
N
E
T
O
U
N
I
T
C
O
M
P
L
E
T
E
W
I
T
H
S
H
U
T
-
O
F
F
V
A
L
V
E
,
D
I
R
T
L
E
G
A
N
D
F
L
E
X
I
B
L
E
C
O
N
N
E
C
T
I
O
N
.
S
E
E
D
E
T
A
I
L
O
N
S
H
E
E
T
P
3
.
0
D
R
O
P
P
I
P
I
N
G
D
O
W
N
I
N
I
N
T
E
R
I
O
R
W
A
L
L
T
O
S
E
R
V
E
A
D
J
A
C
E
N
T
F
I
X
T
U
R
E
T
O
P
R
E
V
E
N
T
F
R
E
E
Z
I
N
G
.
D
O
N
O
T
R
U
N
W
A
T
E
R
P
I
P
I
N
G
I
N
E
X
T
E
R
I
O
R
W
A
L
L
.
E
X
T
E
N
D
C
W
W
I
T
H
I
N
L
A
V
A
T
O
R
Y
C
A
S
E
W
O
R
K
T
O
S
U
P
L
Y
W
A
T
E
R
C
L
O
S
E
T
F
I
X
T
U
R
E
.
D
O
N
O
T
R
U
N
P
I
P
I
N
G
I
N
E
X
T
E
R
I
O
R
W
A
L
L
S
.
S
T
A
C
K
S
H
O
W
E
R
A
N
D
W
A
S
H
E
R
B
O
X
I
F
P
O
S
S
I
B
L
E
.
T
H
E
Y
A
R
E
S
H
O
W
N
S
I
D
E
B
Y
S
I
D
E
F
O
R
C
L
A
R
I
T
Y
.
2
3
4
5
F
D
-
1
W
B
-
1
W
B
-
1
W
C
-
2
L
-
2
T
-
1
W
H
-
1
D
W
-
1
K
S
-
2
F
D
-
1
K
S
-
2
D
W
-
1
L
-
2
W
C
-
2
T
-
1
F
D
-
1
F
D
-
1
W
H
-
1
1
2
2
1
1
2
W
H
-
1
W
H
-
1
W
H
-
1
F
D
-
1
F
D
-
1
F
D
-
1
F
D
-
1
F
D
-
1
F
D
-
1
W
B
-
1
W
B
-
1
W
C
-
1
L
-
1
T
-
1
D
W
-
1
K
S
-
1
K
S
-
1
D
W
-
1
D
W
-
1
K
S
-
1
3
3
3
3
3
3
45
4
5
4
5
4
5
5
4
5
4
3/4"3/4"3/4"1/2"1/2"2"2"2"2"3"3"2"2"2"1/2"2"2"2"1/2"2"2" V.
2
"
2" V.2"2" V.
2
"
2
"
3
"
2
"
3
"
2
"
3
/
4
"
3
/
4
"
1
/
2
"
2
"
2
"
3
/
4
"
2
"
2
"
1
/
2
"
2
"
2
"
2
"
2
"
V
.
2
"
V
.
2
"
V
.
6
6
6
6
6
6
6
2
"
V
.
2
"
V
.
2
"
V
.
2
"
V
.
2
"
V
.
7
7
2
"
2
"
2
"
1
/
2
"
1
/
2
"
2
"
2
"
3
/
4
"
3
/
4
"
3
/
4
"
3
/
4
"
2
"
3
"
2
"
2
"
2
"
2
"
2
"
2
"
2
"
2"
2
"
1
/
2
"
2
"
3/4"2"2"
2
"
V
.
2"
2
"
2
"
2
"
V
.
2
"
2
"
1
/
2
"
3
/
4
"
2
"
3
/
4
"
2
"
V
.
2
"
1
/
2
"
2
"
2
"
V
.
1
/
2
"
3
/
4
"
2
"
2
"
3
"
3
"
3
"
2
"
1
/
2
"
1
/
2
"
2
"
1
/
2
"
2
"
3
/
4
"
2
"
V
.
2
"
V
.
2
"
3
/
4
"
2" V.
2
"
2 F
1
F
3
F
3
F
1
F
2
F
1/2"
1
/
2
"
3
/
4
"
3
"
7
L-2 WC-2 T-1212" V.2" V.7 1/2"3/4"3/4"2"3"3"7
W
B
-
1
W
C
-
2
L
-
2
T
-
1
1
2
2
"
3
"
2
"
3
"
2
"
3
/
4
"
1
/
2
"
2
"
2
"
V
.
1
/
2
"
3
/
4
"
2
"
2
"
3
"
9
8
8
9
8
9
T
Y
P
I
C
A
L
L
A
R
G
E
S
C
A
L
E
P
L
U
M
B
I
N
G
P
L
A
N
S
F
O
R
B
A
S
E
M
E
N
T
,
2
N
D
A
N
D
3
R
D
L
E
V
E
L
S
p
r
o
j
e
c
t
:
d
a
t
e
:
r
e
v
i
s
i
o
n
s
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
,
a
s
i
n
s
t
r
u
m
e
n
t
s
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
a
r
e
a
n
d
s
h
a
l
l
r
e
m
a
i
n
t
h
e
p
r
o
p
e
r
t
y
o
f
t
h
e
a
r
c
h
i
t
e
c
t
.
T
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
n
o
t
t
o
b
e
u
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
p
r
o
j
e
c
t
o
r
p
u
r
p
o
s
e
s
w
h
a
t
s
o
e
v
e
r
,
w
i
t
h
o
u
t
t
h
e
p
r
i
o
r
s
p
e
c
i
f
i
c
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
G
P
C
A
r
c
h
i
t
e
c
t
s
P
L
L
C
.
O
w
n
e
r
s
h
i
p
&
U
s
e
o
f
D
o
c
u
m
e
n
t
s
s
h
e
e
t
:
18 N. Main St., Ste. 200
Driggs, Idaho 83422
208.354.8036
www.gpcarchitects.com
E
S
A
J
O
B
N
U
M
B
E
R
:
2
1
1
4
6
E
n
g
i
n
e
e
r
e
d
S
y
s
t
e
m
s
A
s
s
o
c
i
a
t
e
s
2
1
1
6
8
/
1
9
/
2
0
2
2
JUNIPER SANDS PHASE 2
REXBURG, IDAHO
n
o
.
d
e
s
c
r
i
p
t
i
o
n
d
a
t
e
A
u
g
1
9
,
2
0
2
2
P
3
.
0
P
L
U
M
B
I
N
G
D
E
T
A
I
L
S
&
S
C
H
E
D
U
L
E
S
W
A
S
H
E
R
B
O
X
P
I
P
I
N
G
D
E
T
A
I
L
N
O
S
C
A
L
E
42" TO
2
"
W
A
S
T
E
L
I
N
E
2
"
V
E
N
T
L
I
N
E
U
P
1/2" HOT W
A
T
E
R
L
I
N
E
1/2" COLD
W
A
T
E
R
L
I
N
E
S
T
U
D
W
A
L
L
A
T
1
6
"
O
.
C
.
2
x
4
W
O
O
D
H
E
A
D
E
R
A
B
O
V
E
U
T
I
L
I
T
Y
B
O
X
FINIS
H
E
D
F
L
O
O
R
D
R
O
P
2
"
W
A
S
T
E
L
I
N
E
D
O
W
N
B
E
L
O
W
F
L
O
O
R
SH
U
T
-
O
F
F
V
A
L
V
E
S
2
"
P
-
T
R
A
P
FLOOR
N
O
S
C
A
L
E
W
A
T
E
R
H
E
A
T
E
R
W
H
-
1
P
I
P
I
N
G
D
E
T
A
I
L
U
N
I
O
N
(
T
Y
P
)
B
A
L
L
V
A
L
V
E
(
T
Y
P
)
W
A
T
E
R
H
E
A
T
E
R
H
E
A
T
T
R
A
P
F
I
T
T
I
N
G
C
O
L
D
W
A
T
E
R
L
I
N
E
H
O
T
W
A
T
E
R
L
I
N
E
P
I
P
E
F
U
L
L
S
I
Z
E
T
O
F
L
O
O
R
D
R
A
I
N
A
S
M
E
T
&
P
R
E
L
I
E
F
V
A
L
V
E
S
E
I
S
M
I
C
B
R
A
C
I
N
G
S
T
R
A
P
S
A
N
C
H
O
R
E
D
T
O
W
A
L
L
2
"
D
E
E
P
D
R
A
I
N
P
A
N
U
N
D
E
R
H
E
A
T
E
R
D
R
A
I
N
V
A
L
V
E
W
I
T
H
T
H
R
E
A
D
E
D
H
O
S
E
C
O
N
N
E
C
T
.
C
O
L
D
W
A
T
E
R
I
N
L
E
T
T
A
K
E
N
N
O
T
T
O
D
E
F
O
R
M
O
R
O
T
H
E
R
W
I
S
E
D
A
M
A
G
E
P
I
P
I
N
G
O
R
I
N
S
U
L
A
T
I
O
N
.
T
A
M
P
E
D
,
R
O
D
D
E
D
O
R
L
I
G
H
T
L
Y
C
O
M
P
A
C
T
E
D
D
U
R
I
N
G
I
N
S
T
A
L
L
A
T
I
O
N
.
C
A
R
E
S
H
O
U
L
D
B
E
S
A
N
D
F
I
L
L
A
R
O
U
N
D
P
I
P
I
N
G
S
H
A
L
L
B
E
A
M
I
N
I
M
U
M
O
F
4
"
T
H
I
C
K
.
M
A
T
E
R
I
A
L
S
H
A
L
L
B
E
H
A
N
D
M
I
N
I
M
U
M
P
I
P
E
S
I
Z
E
U
N
D
E
R
F
L
O
O
R
S
H
A
L
L
B
E
3
/
4
"
P
I
P
E
I
N
S
U
L
A
T
I
O
N
.
T
A
P
E
I
N
S
U
L
A
T
I
O
N
A
T
A
L
L
S
E
A
M
S
.
W
A
T
E
R
P
I
P
E
I
N
S
U
L
A
T
I
O
N
O
N
U
N
D
E
R
F
L
O
O
R
P
I
P
I
N
G
S
H
A
L
L
B
E
A
R
M
A
F
L
E
X
3
/
4
"
T
H
I
C
K
R
U
B
B
E
R
A
L
L
W
A
T
E
R
P
I
P
I
N
G
I
N
S
T
A
L
L
E
D
U
N
D
E
R
F
L
O
O
R
S
H
A
L
L
B
E
T
Y
P
E
"
K
"
C
O
P
P
E
R
O
R
P
E
X
U
N
D
E
R
S
L
A
B
P
I
P
E
I
N
S
T
A
L
L
A
T
I
O
N
D
E
T
A
I
L
3
N
O
S
C
A
L
E
4
-
S
E
C
T
I
O
N
'
A
'
N
O
T
E
S
:
2
-
-
1
-
C
O
M
P
A
C
T
E
D
E
A
R
T
H
C
O
N
C
R
E
T
E
4
"
4
"
1
"
M
I
N
.
I
N
S
U
L
A
T
I
O
N
S
A
N
D
W
A
T
E
R
P
I
P
I
N
G
A
NO SCALE VERTICAL FIRE RISER DETAIL NOTE:WET RISER 4" WATER SUPPLY FROM CITY WATER MAIN. USE CLAS
S
5
3
D
U
C
T
I
L
E
I
R
O
N
WHEN CROSSING UNDER BLDG FOUNDATION.USE FLEXIBLE GROOVED PIPE COUPLING ONLY IF SEIS
M
I
C
B
R
A
C
I
N
G
I
S
REQUIRED. SEE NOTE #12.GROOVED BUTTERFLY VALVE WITH INTEGRAL SUPER
V
I
S
O
R
Y
S
W
I
T
C
H
.
DOUBLE CHECK BACKFLOW PREVENTER WITH RELATE
D
T
R
I
M
A
N
D
G
A
U
G
E
S
.
3-1/2" DIAMETER WATER GAUGE WITH 14" TEST AND IS
O
L
A
T
I
O
N
V
A
L
V
E
.
VANE TYPE WATER FLOW SWITCH.SUPPLY TO WET PIPE FIRE SPRINKLER SYSTEM.SWING CHECK VALVE.RISER MANIFOLD - INCLUDES PRESURE GAUGE, FLOW
S
W
I
T
C
H
,
P
R
E
S
S
U
R
E
RELIEF VALVE, AND TEST AND MAIN DRAIN DEVICE.INSPECTOR'S TEST & MAIN DRAIN DEVICE - PIPE
T
O
O
U
T
S
I
D
E
.
PRESSURE RELIEF VALVE SHALL BE REQUIRED SET AT
1
7
5
P
S
I
.
-
P
I
P
E
D
T
O
DISCHARGE OUTSIDE.SEISMIC BRACING REQUIRED IN SEISMIC DESIGN CATE
G
O
R
Y
C
,
D
,
E
,
F
.
1/2" AUTOMATIC BALL DRIP VALVE.PIPE TO DRAIN OUTSIDE.WEATHERPROOF ELECTRIC BELL OR HORN AND STRO
B
E
(
O
U
T
S
I
D
E
)
.
OUT TO FIRE DEPARTMENT CONNECTION WITH GALVA
N
I
Z
E
D
S
C
H
4
0
P
I
P
I
N
G
-
PROVIDE BALL DRIP WHEN TRAPPING PIPE. SIZE CON
N
E
C
T
I
O
N
A
S
R
E
Q
U
I
R
E
D
.
NOTE: PIPE FDC TO REMOTE LOCATION WHEN REQUIR
E
D
B
Y
F
I
R
E
M
A
R
S
H
A
L
.
GALVANIZED FLANGE AND SPOOL PIECECLASS 53 D.I. FLANGED SPIGOT3/4" A.T.R.3/4" BENT EYE BOLTMECHANICAL JOINT 90° ELLCONCRETE THRUST BLOCK WITH 5 SQ. FEET BEARING
A
R
E
A
UNDISTURBED EARTHLOW TEMPERATURE SENSOR - MOUNTED ON WALL - T
H
I
S
S
W
I
T
C
H
I
S
PROVIDED UNDER DIVISION 28 OF THE SPECIFICATION
S
.
SPARE HEAD CABINET WITH SPARE SPRINKLER HEADS
A
N
D
W
R
E
N
C
H
E
S
.
LAMINATED SYSTEM MAP WITH SYSTEM START-UP AN
D
S
H
U
T
-
D
O
W
N
INSTRUCTIONS.PROVIDE SLEEVES WHERE PIPING PENETRATES BUILDING AT FLOOR ANDWALLS. SEAL AROUND PENETRATION WITH FLEXIBLE MASTIC AT FLOOR.PROVIDE 2" ANNULAR SPACE AROUND AND RESTRAIN FLANGE SPIGOT.5'-6" MIN.0'-6"1'-0"FLOORSLEEVE FSTS LT IT2625242322212021222312019191817161514181723451314161312111098 7 625596358241011 5 4 3 2 172121526
1
-
1
/
2
"
L
A
V
A
T
O
R
Y
W
A
T
E
R
C
L
O
S
E
T
L
-
1
W
C
-
1
1
-
1
/
2
"
1
-
1
/
2
"
1
/
2
"
1
/
2
"
2
"
I
N
T
.
3
"
1
/
2
"
-
C
O
U
N
T
E
R
T
O
P
M
O
U
N
T
E
L
O
N
G
A
T
E
D
B
O
W
L
F
L
U
S
H
T
A
N
K
W
I
T
H
S
E
A
T
A
N
D
L
I
D
-
D
I
S
H
W
A
S
H
E
R
D
W
-
1
-
3
/
4
"
-
1
/
2
"
U
N
D
E
R
C
O
U
N
T
E
R
-
C
O
N
N
E
C
T
W
A
T
E
R
&
W
A
S
T
E
T
O
A
D
J
A
C
E
N
T
S
I
N
K
/
2
"
K
I
T
C
H
E
N
S
I
N
K
K
S
-
1
2
"
2
"
1
/
2
"
1
/
2
"
S
.
S
.
C
O
U
N
T
E
R
T
O
P
S
I
N
G
L
E
C
O
M
P
A
R
T
M
E
N
T
W
I
T
H
D
I
S
P
O
S
E
R
W
A
S
H
E
R
B
O
X
W
B
-
1
2
"
2
"
2
"
1
/
2
"
1
/
2
"
F
I
R
E
R
A
T
E
D
W
A
S
H
E
R
B
O
X
W
I
T
H
1
/
2
"
H
W
A
N
D
C
W
S
T
O
P
V
A
L
V
E
S
2
"
S
T
A
N
D
P
I
P
E
W
I
T
H
P
-
T
R
A
P
R
O
O
F
D
R
A
I
N
R
D
-
1
-
-
3
"
-
-
J
A
Y
R
S
M
I
T
H
M
O
D
E
L
1
0
1
0
S
I
Z
E
3
"
W
I
T
H
U
N
D
E
R
D
E
C
K
C
L
A
M
P
A
N
D
F
L
A
S
H
I
N
G
.
R
O
O
F
O
V
E
R
L
O
W
D
R
A
I
N
O
D
-
1
-
-
3
"
-
-
J
A
Y
R
S
M
I
T
H
M
O
D
E
L
1
0
8
0
S
I
Z
E
3
"
W
I
T
H
2
"
H
I
G
H
W
A
T
E
R
D
A
M
,
U
N
D
E
R
D
E
C
K
C
L
A
M
P
A
N
D
F
L
A
S
H
I
N
G
.
T
R
A
P
S
Y
M
.
D
E
S
C
R
I
P
T
I
O
N
P
L
U
M
B
I
N
G
F
I
X
T
U
R
E
S
C
H
E
D
U
L
E
P
I
P
E
S
I
Z
E
V
E
N
T
W
A
S
T
E
C
.
W
.
H
.
W
.
R
E
M
A
R
K
S
F
L
O
O
R
D
R
A
I
N
F
D
-
1
2
"
2
"
2
"
-
-
F
L
O
O
R
S
I
N
K
F
S
-
1
2
"
4
"
4
"
-
-
Z
U
R
N
Z
-
4
1
5
B
W
I
T
H
5
"
Ø
N
I
C
K
E
L
-
B
R
O
N
Z
E
S
T
R
A
I
N
E
R
A
N
D
2
"
D
E
E
P
S
E
A
L
P
-
T
R
A
P
Z
U
R
N
Z
-
1
9
0
0
-
K
C
W
I
T
H
W
H
I
T
E
E
N
A
M
E
L
F
I
N
I
S
H
,
D
O
M
E
S
T
R
A
I
N
E
R
A
N
D
4
"
D
E
E
P
S
E
A
L
P
-
T
R
A
P
.
P
R
O
V
I
D
E
3
/
4
G
R
A
T
E
O
V
E
R
S
I
N
K
.
S
H
-
2
1
-
1
/
2
"
A
D
A
A
C
C
E
S
S
I
B
L
E
S
H
O
W
E
R
1
-
1
/
2
"
1
-
1
/
2
"
1
/
2
"
1
/
2
"
R
I
G
H
T
O
R
L
E
F
T
H
A
N
D
A
S
P
E
R
F
L
O
O
R
P
L
A
N
W
I
T
H
5
9
"
H
O
S
E
&
S
L
I
D
E
B
A
R
,
A
N
D
W
R
I
S
T
B
L
A
D
E
C
O
N
T
R
O
L
S
T
O
M
E
E
T
A
N
S
I
6
0
8
.
4
.
2
,
6
0
8
.
5
,
&
1
0
0
3
.
1
1
.
2
.
5
.
2
A
D
A
W
A
T
E
R
C
L
O
S
E
T
W
C
-
2
2
"
I
N
T
.
3
"
1
/
2
"
-
A
D
A
H
E
I
G
H
T
E
L
O
N
G
A
T
E
D
F
L
U
S
H
T
A
N
K
W
I
T
H
R
I
G
H
T
O
R
L
E
F
T
T
R
I
P
L
E
V
E
R
1
-
1
/
2
"
A
D
A
L
A
V
A
T
O
R
Y
L
-
2
1
-
1
/
2
"
1
-
1
/
2
"
1
/
2
"
1
/
2
"
A
D
A
C
O
U
N
T
E
R
T
O
P
M
O
U
N
T
W
I
T
H
O
F
F
S
E
T
T
A
I
L
P
I
E
C
E
,
I
N
S
U
L
A
T
I
N
G
J
A
C
K
E
T
O
N
S
I
D
E
O
P
P
O
S
I
T
E
G
R
A
B
B
A
R
S
T
O
M
E
E
T
A
N
S
I
1
0
0
3
.
1
1
.
2
.
4
.
5
2
"
A
D
A
K
I
T
C
H
E
N
S
I
N
K
K
S
-
2
2
"
2
"
1
/
2
"
1
/
2
"
S
.
S
.
C
O
U
N
T
E
R
T
O
P
S
I
N
G
L
E
C
O
M
P
A
R
T
M
E
N
T
W
I
T
H
D
I
S
P
O
S
E
R
,
O
F
F
S
E
T
T
A
I
L
P
I
E
C
E
&
I
N
S
U
L
A
T
I
O
N
K
I
T
O
N
D
R
A
I
N
A
N
D
H
W
P
I
P
I
N
G
,
W
R
I
S
T
B
L
A
D
E
G
A
R
B
A
G
E
D
I
S
P
O
S
E
R
F
A
U
C
E
T
C
O
N
T
R
O
L
S
T
O
M
E
E
T
A
N
S
I
3
0
6
.
2
,
3
0
6
.
3
,
1
0
0
3
.
1
2
.
4
.
3
&
1
0
0
3
.
1
2
.
4
.
4
O
N
D
R
A
I
N
&
H
W
,
W
R
I
S
T
B
L
A
D
E
F
A
U
C
E
T
C
O
N
T
R
O
L
S
T
O
M
E
E
T
A
N
S
I
3
0
6
.
2
,
3
0
6
.
3
,
3
0
6
.
4
,
&
1
0
0
3
.
1
1
.
2
.
2
E
L
E
C
.
W
A
T
E
R
H
E
A
T
E
R
W
H
-
1
-
-
-
3
/
4
"
3
/
4
"
4
0
G
A
L
L
O
N
E
L
E
C
.
W
A
T
E
R
H
E
A
T
E
R
W
I
T
H
T
&
P
V
A
L
V
E
&
D
R
A
I
N
P
A
N
.
2
4
0
/
6
0
/
1
P
O
W
E
R
.
4
5
0
0
W
A
T
T
U
P
P
E
R
&
L
O
W
E
R
N
O
N
-
S
I
M
U
L
T
A
N
E
O
U
S
E
L
E
M
E
N
T
S
.
W
H
-
1
J
A
N
I
T
O
R
S
I
N
K
J
S
-
1
2
"
2
"
2
"
1
/
2
"
1
/
2
"
J
A
Y
R
S
M
I
T
H
M
O
D
E
L
1
7
7
0
S
I
Z
E
4
"
W
I
T
H
R
O
U
G
H
B
R
O
N
Z
E
F
I
N
I
S
H
A
N
D
4
"
D
R
A
I
N
L
I
N
E
C
O
N
N
E
C
T
I
O
N
.
R
O
O
F
D
R
A
I
N
/
O
V
E
R
F
L
O
W
D
S
-
1
-
-
4
"
-
-
D
O
W
N
S
P
O
U
T
S
H
-
1
1
-
1
/
2
"
S
H
O
W
E
R
1
-
1
/
2
"
1
-
1
/
2
"
1
/
2
"
1
/
2
"
R
I
G
H
T
O
R
L
E
F
T
H
A
N
D
A
S
P
E
R
F
L
O
O
R
P
L
A
N
K
O
H
L
E
R
K
-
6
7
1
0
"
W
H
I
T
B
Y
"
K
-
8
9
4
0
W
I
R
E
R
I
M
G
U
A
R
D
,
K
-
8
9
2
8
F
A
U
C
E
T
A
S
S
E
M
B
L
Y
,
K
-
9
1
4
2
S
T
R
A
I
N
E
R
&
D
E
E
P
S
E
A
L
P
-
T
R
A
P
.
H
O
S
E
&
H
O
S
E
C
L
A
M
P
E
L
E
C
.
W
A
T
E
R
H
E
A
T
E
R
W
H
-
2
-
-
-
3
/
4
"
3
/
4
"
2
0
G
A
L
L
O
N
E
L
E
C
.
W
A
T
E
R
H
E
A
T
E
R
W
I
T
H
T
&
P
V
A
L
V
E
&
D
R
A
I
N
P
A
N
.
2
4
0
/
6
0
/
1
P
O
W
E
R
.
4
5
0
0
W
A
T
T
U
P
P
E
R
&
L
O
W
E
R
N
O
N
-
S
I
M
U
L
T
A
N
E
O
U
S
E
L
E
M
E
N
T
S
.
G
R
U
N
D
F
O
S
M
O
D
E
L
U
P
1
5
-
1
0
B
7
B
R
O
N
Z
E
P
U
M
P
W
I
T
H
3
/
4
"
F
L
A
N
G
E
S
(
2
G
P
M
@
5
'
O
F
H
E
A
D
)
1
2
0
/
6
0
/
1
H
O
T
W
A
T
E
R
R
E
C
I
R
C
.
P
U
M
P
R
P
-
1
-
-
-
-
3
/
4
"
NO SCALE REDUCING STATION DETAIL (TYPICAL)BALL VALVE 2-1/2" TO FIXTURESDIRT LEG UNION TYPICAL 5'-0"CONTRACTOR BY PLUMBING CONTRACTOR BY SITE UTILITIES GRADE EXT WALL COMBINATION PRESSURE REDUCINGVALVE AND STRAINER. SETDISCHARGE AT 50 PSIG TRERICE 3-1/2" NO.800, RANGE 0-TO-100PSIRISE TOCEILINGSPACE1'-0" MINIMUMCLEARANCE3/4"DRAINVALVE2-1/2" WATERSUPPLY TO BUILDING DOUBLE CHECK VALVEBACKFLOW PREVENTER WITHBALL VALVES AND STRAINERDOMESTIC WATER PRESSURE
W
A
T
E
R
H
E
A
T
E
R
W
H
-
2
P
I
P
I
N
G
D
E
T
A
I
L
N
O
S
C
A
L
E
R
3
/
4
"
W
A
T
E
R
H
E
A
T
E
R
A
N
C
H
O
R
C
O
L
D
W
A
T
E
R
L
I
N
E
H
O
T
W
A
T
E
R
L
I
N
E
D
I
E
L
E
C
T
R
I
C
U
N
I
O
N
(
T
Y
P
)
H
E
A
T
T
R
A
P
F
I
T
T
I
N
G
T
H
E
R
M
O
M
E
T
E
R
D
R
A
I
N
V
A
L
V
E
W
/
T
H
R
E
A
D
E
D
H
O
S
E
C
O
N
N
E
C
T
I
O
N
P
I
P
E
F
U
L
L
S
I
Z
E
T
O
F
L
O
O
R
D
R
A
I
N
T
&
P
R
E
L
I
E
F
V
A
L
V
E
S
I
Z
E
D
T
O
M
A
T
C
H
W
A
T
E
R
H
E
A
T
E
R
A
M
T
R
O
L
S
T
-
5
E
X
P
A
N
S
I
O
N
T
A
N
K
E
L
E
C
T
R
I
C
W
A
T
E
R
H
E
A
T
E
R
A
N
G
L
E
I
R
O
N
S
T
A
N
D
H
I
G
H
O
N
W
A
L
L
A
B
O
V
E
J
A
N
.
S
I
N
K
W
H
-
2
S
H
U
T
-
O
F
F
D
E
T
A
I
L
N
O
S
C
A
L
E
A
P
T
.
W
A
T
E
R
M
A
I
N
C
L
G
.
O
F
C
L
O
S
E
T
B
A
L
L
T
Y
P
E
S
H
U
T
-
O
F
F
V
A
L
V
E
C
O
L
D
W
A
T
E
R
T
O
S
E
R
V
E
A
P
T
.
I
N
T
E
R
I
O
R
C
L
O
S
E
T
W
A
L
L
C
W
M
A
I
N
U
P
I
N
W
A
L
L
T
O
S
E
R
V
E
A
L
L
L
E
V
E
L
S
R
E
F
E
R
T
O
P
L
U
M
B
I
N
G
F
L
O
O
R
P
L
A
N
S
F
O
R
S
I
Z
E
R
E
F
E
R
T
O
L
A
R
G
E
S
C
A
L
E
P
L
U
M
B
I
N
G
F
L
O
O
R
P
L
A
N
S
F
O
R
S
I
Z
E
F
L
O
O
R
/
C
L
G
.
A
S
S
E
M
B
L
Y
6" VERTICAL
G
A
S
L
I
N
E
C
O
N
N
E
C
T
I
O
N
D
E
T
A
I
L
N
O
S
C
A
L
E
3
/
4
"
V
E
N
T
R
E
G
U
L
A
T
O
R
T
O
O
U
T
S
I
D
E
A
S
R
E
C
O
M
M
E
N
D
E
D
B
Y
M
A
N
U
F
A
C
T
U
R
E
R
.
G
A
S
P
R
E
S
S
U
R
E
R
E
G
U
L
A
T
O
R
(
2
p
s
i
T
O
0
.
5
p
s
i
)
D
R
O
P
F
R
O
M
M
A
I
N
.
S
E
E
P
L
A
N
F
O
R
S
I
Z
E
M
A
N
U
A
L
M
A
I
N
S
H
U
T
-
O
F
F
V
A
L
V
E
G
R
O
U
N
D
J
O
I
N
T
U
N
I
O
N
E
Q
U
I
P
M
E
N
T
C
A
S
I
N
G
F
L
E
X
I
B
L
E
G
A
S
C
O
N
N
E
C
T
O
R
.
1
8
"
M
A
X
.
D
R
I
P
L
E
G
S
A
M
E
S
I
Z
E
A
S
D
R
O
P
T
-
1
1
-
1
/
2
"
T
U
B
/
S
H
O
W
E
R
1
-
1
/
2
"
1
-
1
/
2
"
1
/
2
"
1
/
2
"
F
I
B
E
R
G
L
A
S
S
S
U
R
R
O
U
N
D
R
I
G
H
T
O
R
L
E
F
T
H
A
N
D
A
S
P
E
R
F
L
O
O
R
P
L
A
N
ELECTRICAL SPECIFICATIONS
1. INTENT:
Provide and install complete and operable electrical systems
including but not not limited to; lighting, power, receptacles,
data, fire alarm ande etc.
Provide all required connections to all Mechanical and
Plumbing equipment, as indicated and required, including all
conduits, wiring and controls. Coordinate with mechanical
contractor and drawings.
2. COMPLIANCE WITH CODES:
All work and material shall comply with all applicable codes,
safety orders, laws, ordinances and regulations of governing
authorities and other agencies having jurisdiction including
regulations of the State and Local Fire Marshall, unless
detailed as specified to a more restrictive standard or higher
requirement.
3. INTERPRETATION OF DRAWINGS:
The electrical drawings are essentially diagrammatic in that
all provisions necessary to conform to structural,
architectural, mechanical and plumbing systems can not be
shown. All installations shall be adjusted as necessary to
conform and to avoid obstructions, without additional cost to
the owner.
All work, material and equipment called for by notes,
schedules or otherwise indicated on the drawings shall be
furnished and isntalled as though fully set forth in these
specifications.
4. VISITING THE SITE:
Contractor shall visit the site and become acquainted with
conditions to be encounterd. Extra funds will not be allowed
due to failuer to examine the site and to included existing
conditions in bid price.
5. COORDINATION WITH UTILITIES:
These plans have been prepared without utility company
comments. The contractor shall verify exact requirements for
the electrical, telephone and communication services with the
utility company representatives and provide all work and pay
all costs for a complete and operating systems, as directed by
the governing utilities.
6. MATERIALS AND WORKMANSHIP:
All workmanship shall be performed by skilled electricians
using the best standard practives of the trade. All materials
shall, unless otherwise noted, be new and in perfect
condition and working order. All material for similar uses shall
be of the same type, material and manufacturer for ease of
future maintaenance.
All equipment shall be readily accessible for maintenance and
repairs. All materials, fixtures and equipment shall be
covered or sealed upon installation so as to provide for safety
and to insure that operation and appearance will be
maintained after subsequent construction operations.
7. EXECUTION:
Raceway installation: Seperate underground conduits in a
common trench 4" minimum horizontally, 12" minimum from
other utility lines. Minimum conduit depth shall be 18".
Coordinate conduit installation with pipes, steel, footings and
ducts installed by other trades. Install conduit runs exposed to
view parallel or at right angles to structural members, walls or
building lines. Support conduit with one-hole malleable factory
made pipe straps, fastended with screws.
8. OPERATING AND ADJUSTING:
The owner reserves the right to operate any systems of
equipment prior to final comletion and acceptance of the work.
Such perliminary operation shall not be construed as an
acceptance of any work.
Each piece of equipment and all of the systems shall be
adjusted to insure proper functioning and shall be left in first
class operating condition.
9. CUTTING AND PATCHING:
Do all drilling and cutting as necessary for installation of
equipment or conduit. Cutting or drilling of structure is only
permitted with prior approval of the owner and structural
engineer.
Where cutting and patching of work is necessary, use the
same materials, workmanship and finish to neatly match all
surrounding work.
10. CONDUIT:
All conduit material and installation methods shall be as
allowed by the NEC, local AHJ and as directed by the
owner.
11. CONDUCTORS:
Type THWN or THHN copper wire insulated for 600V.
Smallest wire shall be #14 AWG unless noted otherwise.
All wiring shall be Copper unless indicated otherwise.
Type MC cable shall be permitted, provided it is installed in
concealed areas and installation complies with the Local AHJ
and NEC requirements.
Type NM cable is only permitted in locations allowed by the
Local AHJ and NEC.
Use "Ideal Yellow" pulling compound for all wire pulls.
Use Scotchlock connectors for all splices in #12 wire and
tape bolted pressure connectors for larger wire.
12. GROUNDING:
All conduit, branch circuits, feeders and etc. shall be
provided with a grounding conductor. All grounding
conductors shall be insulated and green in color, size as
shown.
13. WIRING DEVICES:
Devices shall be Standard type, Specification grade, color
as selected by owner. Decora style devices are prohibited.
Utilize GFCI and Tamper-proof devices in all locations as
defined by the NEC.
Wiring devices shall be as installed as allowed by the
NEC, local AHJ.
14. DEVICE PLATES:
Devices plate type and color shall be as directed by owner
and as required by the NEC.
15. LIGHTING FIXTURES:
As selected by owner and/or indicated in schedules. All light
fixtures shall be installed and connected by the Electrical
Contractor.
16. SERVICE EQUIPMENT & PANELBOARDS:
Service Equipment: Shall be rated as such and shall comply
with local utility co. requirments. .
Panelbards: Shall be provided with typed writtend directories
indicating loads being served.
Maintain all required clearances around equipment as
required by the NEC.
All equpment dimensions to be field verified.
17. CLEAN-UP:
Upon completion of the work, prior to final inspection,
thoroughly clean all exposed fixtures, trim and equipment
and leave the entire installation in a neat, clean and usable
condition. Remove all cement, paint, grease, oil and other
foreign substances.
18. TEST:
Test all conductors for shorts, opens, grounds or other
defects. Correct any defective work and re-test.
Demonstrate continuous satisfactory operation of all
electrical systems and equipment.
Provide training to the owner on electrical systems as
needed for owner operation and maintenance of building.
19. GUARANTEE:
Prior to final acceptacne of the project, deliver to the owner
a written one year guarantee on all workmanship, materials
and equipment and agree to repair or replace all such
defective items promptly that may occure during the
warranty period; including repair or replacement of the
premises that may be damaged due to faulty work and
materials furnished under contract.
CIRCUITING & GENERAL SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
KEYED NOTE REFERENCE1
BRANCH CIRCUIT HOME-RUN TO PANEL INDICATED
A-1,3,5
3/4"C.-6#12,1#12G
QTY & SIZE OF EQUIPMENT GROUND CONDUCTOR
QTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S)
SIZE OF CONDUIT
A-1,3,5
3/4"C.-6#12,1#12G
PANEL AND CIRCUIT DESIGNATIONS
EQUIPMENT GROUNDING CONDUCTOR
TICK MARKS
NEUTRAL CONDUCTOR(S)
PHASE AND/OR SWITCH-LEG CONDUCTOR(S)
BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALL
BRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOOR
NEW EQUIPMENT, DEVICES, ETC.
EXISTING EQUIPMENT, DEVICES, ETC.
DEMOLITION EQUIPMENT, DEVICES, ETC.
DETAIL # / SHEET REFERENCE1 / ES101
*25,000A CALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER)
FIRE ALARM SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
DETECTOR SUBSCRIPTS
P PHOTOELECTRIC SMOKE DETECTOR D DUCT SMOKE DETECTOR
ID IN-DUCT SMOKE DETECTOR H HEAT DETECTOR
M MULTI-STATION SMOKE/CO DETECTOR, MONITORED BY FACP
(120V W/BATTERY BACKUP)
FIRE ALARM CONTROL PANEL (WALL MOUNTED, TOP AT 6'-0' AFF)
F
FACP
NOTIFICATION DEVICE EXTENDER PANEL. PROVIDE QTY AS REQUIRED BASED ON DEVICE
VOLTAGE DROP CALC'S PER NFPA 72 REQUIREMENTS. (WALL MOUNTED, TOP AT 5'-0' AFF)
REMOTE ANNUCIATOR PANEL (FLUSH MOUNTED IN WALL AT 5'-0' AFF)
NAC
RA
MANUAL PULL STATION (MOUNTING HEIGHT PER ADA & NFPA 72)
MAGNETIC DOOR HOLD OPEN
ADDRESSABLE CONTROL/RELAY MODULE
MM
CM
ADDRESSABLE MONITORING MODULE
FIRE ALARM FLOW SWITCH
FIRE ALARM TAMPER SWITCH
FS
TS
WALL MOUNTED FIRE ALARM HORN ONLY
WALL MOUNTED FIRE ALARM STROBE ONLY
(CANDELA RATING AS INDICATED)
#
ADDRESSABLE DETECTOR WITH BASE
##
##CEILING MOUNTED FIRE ALARM STROBE ONLY
(CANDELA RATING AS INDICATED)
##
##
WALL MOUNTED FIRE ALARM HORN STROBE
(CANDELA RATING AS INDICATED)
CEILING MOUNTED FIRE ALARM HORN STROBE
(CANDELA RATING AS INDICATED)
EXTERIOR 120V FIRE BELL, INSTALL NEXT TO FDC.
FIRE/SMOKE DAMPER; COORDINATE LOCATIONS WITH MECH. DRAWINGSSD
A. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT.
DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP.
B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96"
ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM
FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION
APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT.
C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS.
D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD
CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR.
E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM
SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS.
F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER.
G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY
ONE ADDRESSABLE DEVICE RUN.
H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE
SAFETY CODES.
I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS).
J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS
AND A MAXIMUM OF 100' SPACING.
K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN.
L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM
PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY.
M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA
REQUIREMENTS.
N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM
SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND
QUANTITIES.
GENERAL FIRE ALARM SYSTEM NOTES
LIGHTING SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
PARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ON
DRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION.
2X4 FLUORESCENT OR LED FIXTURE
2X2 FLUORESCENT OR LED FIXTURE
SURFACE MOUNTED FLUORESCENT OR LED FIXTURE
STRIP FLUORESCENT OR LED FIXTURE
WALL MOUNTED FLUORESCENT OR LED FIXTURE
EXTERIOR WALL MOUNTED FIXTURE
ROUND RECESSED FIXTURE
SURFACE OR PENDANT FIXTURE
LIGHT FIXTURE SUBSCRIPTS
NL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT)
EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE)
DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING
CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS.
SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY
PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT
BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME
AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH.
CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH
SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION.
SWITCH MOUNTED OCCUPANCY SENSOR, LOW VOLTAGE SWITCHPOD OR DIMMER
SWITCH, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND
ADDITIONAL INFORMATION.
SINGLE-POLE SWITCH (SEE SUB-SCRIPTS BELOW FOR ADDITIONAL INFORMATION)
SWITCH SUBSCRIPTS
3 3-WAY SWITCH
4 4-WAY SWITCH
D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES)
FT FAN TIMER, 10/20/30/60 MIN. ELECTRONIC
(INTERMATIC MODEL EI210 SERIES)
P PILOT LIGHTED SWITCH
F1 LIGHT FIXTURE TYPE DESIGNATION
S
###
WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACK
CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS
THE EMERGENCY LIGHT.
LV LOW-VOLTAGE SWITCH (PER DWG'S)
T THERMAL-OVERLOAD SWITCH
M SWITCH SUPPLIED WITH EQUIPMENT,
INSTALLED BY E.C.
WP WEATHERPROOF
2P DOUBLE POLE, SINGLE THROW SWITCH
GENERAL LIGHTING NOTES:
A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO
LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING,
MOUNTING AND ETC.
B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE
FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT
FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING".
C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE
AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND
DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V DIMMING CONTROLS BETWEEN SWITCH AND
FIXTURES.
D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF
THE LIGHTING CIRCUIT IN THE AREA.
###
F
M
POWER SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
ELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES
FOR ADDITIONAL INFORMATION)
'MSB'
'T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION)
'LA'
ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULES
FOR ADDITIONAL INFORMATION)
DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED
TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R
FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED
TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R
(30A FUSES)
COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED.
TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X
J
JUNCTION BOX
CR = CORD REEL; SEE DRAWINGS FOR INFORMATION
CD = CORD DROP; SEE DRAWINGS FOR INFORMATION
EQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENT
PRIOR TO ROUGH-IN
MOTOR CONNECTION
POWER AND/OR DATA SERVICE POLE
FLOORBOX (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION)
PUSHBUTTON STATION
FB#
SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.)
(REFER TO PANEL SCHEDULES FOR AMPS)
CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH
CEILING EQUIPMENT PRIOR TO ROUGH-IN)
DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT
GFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT
DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT
GFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED
BELOW 5FT.
RECEPTACLE AND EQUIPMENT SUBSCRIPTS
AC ABOVE COUNTER
WP WEATHERPROOF (UL LISTED
WEATHER-RESISTANT)
42"MOUNTING HEIGHT AFF OR AFG
IG ISOLATED GROUND
S SURGE-PROTECTION TYPE
REF REFRIGERATOR
W WASHING MACHINE
D DRYER (30A-240V RATED RECPT.)
M MICROWAVE
HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND
CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND
NUMBER OF CONDUCTORS WITH M.C.
T SOR
30A/3P/3R
SIZE 1
(30A FUSES)
SMALL EXHAUST FAN CONNECTION
TV 120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH.
DRAWINGS & ELEVATIONS
USB 120V RECPT. WITH USB CHARGING PORTS
DW/DISP DISHWASHER/DISPOSER, SPLIT-WIRE RECEPT. HALF TO
BE CONTROLLED BY SWITCH FOR DISPOSER.
(COORDINATE W/ MILLWORK AND INSTALL PER
NEC 422.16(B)(2)).
M/R MICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK)
R ELECTRIC RANGE (50A-240V RATED RECPT.)
GENERAL SPECIAL SYSTEM NOTES:
A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE
ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING
HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH
THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY
BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC.
B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL
RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS
OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC.
SPECIAL SYSTEMS SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_D-X
TELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE
(SEE NOTES 1,2,3 BELOW)
_T-X
TELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE
(SEE NOTES 1,2,3 BELOW)
_T/_D-X
CEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE
(SEE NOTES 1,2,3 BELOW)
_D-X
A. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG.
B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X
THE DIAMETER OF THE CONDUIT.
C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING
AT BOTH ENDS.
D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES
SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST
CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE.
E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING
DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH
PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS.
F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE
TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY.
GENERAL SPECIAL SYSTEM NOTES:
###_D-X
SPECIAL SYSTEMS NOTES:
1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE
CEILING OR DATA RACK, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES
INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION.
UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT
INSTALLED/SPECIFIED.
2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4", 6=1-1/2"
3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO ABOVE NEAREST
ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED
THROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED)
WALL/FLOOR ELECTRICAL PATHWAY SLEEVE;
INSTALL THROUGH WALL OR FLOOR AS INDICATED. SLEEVES SHALL BE ABOVE
ACCESSIBLE CEILINGS IN ACCESSIBLE LOCATION, FIELD VERIFY EXACT LOCATION TO
AVOID CONFLICT WITH OTHER TRADES AND UTILITIES. IF WALL/FLOOR IS NOT FIRE RATED
E.C. MAY UTILIZED EMT CONDUIT SLEEVES OF EQUAL SIZE. REFER TO ARCHITECTURAL
DRAWINGS FOR FIRE RATINGS.
(qty) = QUANTITY OF SLEEVES AT LOCATION
EP2 = 2" HILTI SPEED SLEEVE CP-653-BA
EP4 = 4" HILTI SPEED SLEEVE CP-653-BA
###
TV LOW VOLTAGE CONNECTIONS TO TV (COAXIAL AND DATA)
PROVIDE REQUIRED CABLING AND CONNECTIONS AS DIRECTED BY OWNER. TERMINATE AT
UNIT STRUCTURED MEDIA CENTER PANEL.
TV AND/OR AV BOX; WITH POWER, DATA AND/OR AV CONNECTIVITY
### = BOX ID: REFER TO "ELECTRICAL AV/TV BOX SCHEDULE" FOR INFORMATION.
_= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTE #2 BELOW)
INSTALL CONDUIT (SIZE AS INDICATED) FROM BOX TO NEAREST ACCESSIBLE CEILING
SPACE W/ DATA CABLING/TERMINATIONS AS INDICATED ON DRAWINGS.
WALL
###
FLOOR
(qty)
(qty)
A. E.C. SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL
EQUIPMENT AND ELECTRICAL CONNECTIONS.
B. E.C. SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL
PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL.
C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE.
ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED.
D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING
TYPES, ETC.
E. E.C. SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT.
F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN.
G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS
POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC.
H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.
I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED
FEES.
J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS.
K. UNLESS SPECIFICALLY INDICATED OTHERWISE, E.C. SHALL COORDINATE WITH ANY SPECIAL SYSTEMS
SUPPLIER/SHOP DRAWINGS; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT
ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE E.C. TO
BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.
L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE
WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION.
M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE
EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY
PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS.
N. DATA CABLING SYSTEM PRE-INSTALLATION CONFERENCE:
1. E.C. SHALL SCHEDULE A MEETING A MINIMUM OF FIVE CALENDAR DAYS PRIOR TO BEGINNING DATA
CABLING INSTALLATION . ATTENDEES SHOULD INCLUDE OWNER’S REP., ENGINEER, GC, EC AND
CABLING SUB. REFER TO SECTION 26 6210(1.4)(E) FOR ADDITIONAL INFORMATION.
PROJECT GENERAL NOTES:
ROCKY MOUNTAIN POWER CO.
WWW.ROCKYMOUNTAINPOWER.NET
CONTACT: DAN KUHL (503) 308-0233
dan.kuhl@evergreen-efficiency.com
UTILITY LIGHTING REBATES & INCENTIVES:
IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED
APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF
REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT
VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS.
VISIT THE FOLLOWING UTILITY CO. WEBSITES FOR INFORMATION:
TYPICAL DEVICE MOUNTING HEIGHTS:
GENERAL COORDINATION NOTE:
GENERAL DETAIL NOTES:
FINISH FLOOR
1' - 6''
THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TO
LIGHT SW.
(OR AS NOTED)
* 4' - 0''
* 3' - 6''
(OR AS NOTED)
RECEPTACLE
@ MILLWORK
BACKSPLASH
CA
B
.
D
I
M
E
N
S
I
O
N
S
PE
R
A
R
C
H
.
D
E
T
A
I
L
6"
CABINET
*E.C. SHALL COORDINATE ALL DEVICE
MOUNTING HGTS. AND EXACT LOCATION
WITH ARCHITECTURAL INTERIOR
ELEVATIONS REPORT CONFLICTS TO
ARCHITECT **PRIOR TO ROUGH-IN**
ROUGH-IN.
TYPICAL FOR ALL DEVICES
MOUNTED ABOVE COUNTER
(ie C.O.'S, DATA, PHONE etc.)
A.
B.
C.
D.
ALL MOUNTING HEIGHTS TYPICAL UNLESS
NOTED OTHERWISE.
COORDINATE OUTLET HEIGHTS WITH
ARCHITECTS MILLWORK DWGS. TO INSURE
THAT OUTLETS WILL NOT FALL BEHIND
CABINETS, BACKSPLASHES, OR INTERFERE
WITH WAINSCOTING, ETC.
ALL SWITCHES AND THERMOSTATS TO BE
MOUNTED AS CLOSE TO DOOR JAMS AS
POSSIBLE. COORDINATE ALL DEVICES WITH
ARCHITECTURAL PLANS AND DETAILS.
COORDINATE LIGHT SWITCH & OUTLET
HEIGHTS WITH ARCHITECTURAL
WAINSCOTING AND OR TILE WORK SO AS
NOT TO FALL MIDWAY IN THESE FINISHES.
FIRE
6' - 8''
FIRE ALARM NOTIFICATION
DEVICE
FIRE
MANUAL PULL STATION
HANDLE SHALL BE
BETWEEN 42" & 48" AFF CABINET
RECEPT.
TELE/DATA
OUTLET
TV
OUTLET
ELECTRICAL EQUIP. CLEARANCE
ELECTRICALEQUIPMENT
NO
T
E
#
1
N O T E #4
NOTE#3
NOTE#2
NOTES:
1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT.
2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS
GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES.
3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE
THE FINISHED FLOOR.
4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE
PARTS ON BOTH SIDES OF THE WORKING SPACE.
GENERAL NOTES:
A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT.
13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
E
E
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
P.E. #:2279
8/31/22
8/
2
9
/
2
0
2
2
2
:
5
6
:
0
9
P
M
E0.0
ELECTRICAL
SYMBOLS &
DETAILS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
no. description date
F4 F4F4
'METER-PACK
MP-1'
F3
F4 F4
F3E
F4 F4 F4 F4
F3E
F4 F4 F4 F4
13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
E
E
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
P.E. #:2279
8/31/22
8/
2
9
/
2
0
2
2
2
:
5
6
:
1
1
P
M
E0.1
ELECTRICAL
ELEVATIONS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
SCALE: 1/8" = 1'-0"1 ELECTRICAL ELEVATION - A
SCALE: 1/8" = 1'-0"2 ELECTRICAL ELEVATION - B
SCALE: 1/8" = 1'-0"3 ELECTRICAL ELEVATION - C
SCALE: 1/8" = 1'-0"4 ELECTRICAL ELEVATION - D
no. description date
WP
1
WP
1
CDEFH
1
4
5
8
2
G
6
B
7
3
AIJK
'2B'
'SB'
'1B''1B''1B''1B'
'2B'
'2B'
'SB'
'1B''1B''1B''1B'
'2B'
BASEMENT
UTILITY
BASEMENT
CORRIDOR
BASEMENT
STAIR B
BASEMENT
STAIR A
BASEMENT
UTILITY
'TTB'
F1
(A/E1.0)1
FX2
FX3FX2
F2
FX3
(TYP)F1
(TYP)F1 FX3
(TYP)F1 (TYP)F1
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
H-2
H-1
H-2
H-2
H-11
H-1 H-2 H-2
H-1
H-2
H-2
H-9
H-1
H-2
H-4
EH-1
120 V/1P
750 WH-14
EH-2
208 V/1P2000 W
H-19,21
EH-2
208 V/1P
2000 W
H-23,25
6"
3/4" C., 1#6 B.C. GRND.
CONNECT TO BLDG. GROUND
SYSTEM
FINISH FLOOR
TYPICAL CONDUIT/CABLING
TO UNIT MEDIA CENTERS
REFER TO TYP. UNIT PLANS
4'X8'X3/4" PLYWOOD
PRIME & PAINT W/TWO
COATS GREY ENAMEL
(INSTALL ON WALLS AS
INDICATED ON PLANS)
ANCHOR SECURELY TO
WALL W/ CONST.
ADHESIVE.
DOUBLE-DUPLEX
OUTLET(S) PER PLANS
120V CIRCUIT
PER PLANS
PULL CORD
INCOMING UTILITY
SERVICECONDUIT(S)
WITH INSULATED BUSHING.
SEE SITE PLAN FOR SIZE & QTY
GROUND BAR
(SQ. D #PK27GTA)
TELEPHONE, DATA,
TV EQUIPMENT (TYP)
A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT
GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH
THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT
LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL
SYSTEMS, ETC.
GENERAL NOTES:
KEY NOTES:#
16'8'0"
1 (1) 4" CONDUIT FOR TELECOMMUNICATIONS SERVICE TO
BUILDING AND (1) 2" CONDUIT FOR CABLE TV SERVICE TO
BUILDING. STUB CONDUITS TO LOCATIONS AS SPECIFIED BY
LOCAL TELEPHONE AND CABLE TV PROVIDERS, PROVIDE
WITH PULL-STRING. COORDINATE WITH LOCAL UTILITIES AS
INDICATED IN GENERAL NOTES
13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
E
E
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
P.E. #:2279
8/31/22
8/
2
9
/
2
0
2
2
2
:
5
6
:
1
3
P
M
E1.0
BASEMENT
ELECTRICAL
PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL
CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED
INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL
DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS
AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION.
A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT
RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT
IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS,
LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL
NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE
LOCATED AT A COMMON HEIGHT.
B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET
ADA REQUIREMENTS.
C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15'
FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.
D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION
APPLIANCES ACCORDING TO ROOM SIZE,ETC.
E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3
TEMPORAL PATTERN.
F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE &
CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION
DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED
WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES.
G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177
CANDELA.
FIRE ALARM SYSTEM:
SCALE: 1/8" = 1'-0"1 BASEMENT ELECTRICAL PLAN
SCALE: NONEATELEPHONE TERMINAL BOARD (TTB)
LIGHTING FIXTURE SCHEDULE
TYPE DESCRIPTION MTG VOLTS LUMENS
COLOR
TEMP.(K) MFGR. CATALOG #
APPROVED
MFGR'S NOTES
F1 4FT LED WRAPAROUND, FIELD SELECTABLE
LUMENS
SURFACE 120 4000 4000 LITHONIA FML4W-48-ALO6-SEF-840-MVOLT COOPER
F2 2FT LED STRIP, 0-10V DIMMING SURFACE 120-277 2000 4000 LITHONIA CLX-L24-2000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI COOPER
F3 EXTERIOR LED WALL PACK WALL 120-277 6000 4000 LITHONIA WDGE2 LED-P5-40K-VF-MVOLT-E20WC-SCBA COOPER
F3E EXTERIOR LED WALL PACK, W/ INTEGRAL
EMERG. BATTERY PACK
WALL 120 6000 4000 LITHONIA WDGE2 LED-P5-40K-VF-MVOLT-E20WC-SCBA COOPER 3
F4 6" ROUND WALL CYLINDER UP/DOWN DIST. WALL 120-277 2000/2000 4000 FC OUTDOOR LTG FCC614W-UNV-940-2020L-SCBA-D40SU40S-LD LITHONIA
FX2 EXIT SIGN/EM LIGHT COMBO W/ 90MIN
BATTERY,THERMOPLASTIC, GREEN LED,
SINGLE/DOUBLE FACE
WALL OR
CEILING
120-277 N/A N/A LITHONIA LHQM LED-G-SD COOPER
FX3 WALL MOUNTED LED EMERGENCY LIGHT WALL AT
7'-6" AFF
120-277 N/A N/A LITHONIA ELM6L-UVOLT-LTP-SDRT COOPER
1. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S) AND REQUIRED
DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON DRAWINGS.
2. FIXTURE TO BE CONTINUOUS ROW MOUNTED, LENGTH AS INDICATED ON DRAWINGS. PROVIDE REQUIRED ACCESSORIES/CONNECTORS FOR CONTINUOUS ROW MOUNTING.
3. SCBA - STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.)
LIGHT FIXTURE SCHEDULE NOTES:
• LIGHTING FIXTURES INDICATED IN SCHEDULE ARE BASIS OF DESIGN, ALTERNATE MANUFACTURERS SHALL BE PRE-APPROVED BY ADDENDUM.
ALTERNATE MANUCATURERS SHALL SUBMIT PER-APPROVALS TO ENGINEER A MINIMUM OF 10 DAYS PRIOR TO PROJECT BID DATE.
GENERAL LIGHTING SCHEDULE NOTES:
no. description date
WP
1
PF
FS
TS
'METER-PACK
MP-1'
'H'
'SB'
'2B'
CDEFH
1
4
5
8
2
G
6
B
7
3
AIJK
WP
WP
WP
'1B''1B''1B''1B'
'2B'
'2B'
'1B''1B''1B''1B''2B'
'SB'
WP
F2
(TYP)F1
(TYP)F1
FX3
FIRST
FLOOR
UTILITY
FIRST
FLOOR
CORRIDOR
FIRST
FLOOR
STAIR A
FIRST
FLOOR
STAIR B
F1
FX2
FX3
FX2
F3E
9' -0"
(TYP)F1
FX3
(TYP)F1
FX3
FX2
F1
FX3
FX2
F3E
9' -0"
1
2
E0.11E0.1 2 F3
9' -0"
E0.1
3
E0.1
4
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
EH-1
120 V/1P
750 W
H-16
EH-2
208 V/1P2000 W
H-27,29
FIRST
FLOOR
UTILITY
[104]
H-3
H-8
LCP
H-8
H-3
H-9
H-8
H-8
H-8
H-13
3
H-8H-6
H-3
H-6
H-13
H-3
H-6
H-3 H-6
'FACP'
4
H-13 H-6
H-11
H-6
5
WH-2
208 V/1P
4500 W
H-24,26#6's
RP-1
120 V/1P50 W
H-6
FS
D
RA
TSH
CONTROL PANEL
FIRE ALARM
(FACP)
120V CRKT
DOOR HOLDER
CIRCUIT
REMOTE ANNUNCIATOR
CIRCUIT
NOTIFICATION
APPLIANCE
CIRCUIT(S)
F
FIRE ALARM SYSTEM NOTES:
• CONTRACTOR SHALL PROVIDE MONITORING OF
FIRE ALARM SYSTEM, INITIATE WITH OWNER IN
REGARDS TO SYSTEM MONITORING.
• FIRE ALARM SYSTEM CONDUIT ROUTING SHALL
BE DETERMINED BY THE ELECTRICAL
CONTRACTOR AND FIRE ALARM CONTRACTOR
TO MEET THE SPECIFIED DESIGN CRITERIA.
• NOTIFICATION EXTENDER PANEL'S (NAC) SHALL
BE PROVIDED AS NEEDED FOR THE CIRCUITING
OF THE NOTIFICATION DEVICES AS INDICATED
ON DRAWINGS.
• ALL THE FIRE ALARM SYSTEM CABLING SHALL
BE RUN IN CONDUIT.
• CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
AND REQUIRED CALCULATIONS TO THE
AUTHORITY HAVING JURISDICTION AND OBTAIN
A WRITTEN LETTER OF ACCEPTANCE OF THE
PROPOSED SYSTEM. INCLUDE LETTER WITH
SHOP DRAWING SUBMITTAL TO ENGINEER.
• E.C. SHALL PROVIDE AND INSTALL CELLULAR
ALARM COMMUNICATOR FOR FIRE ALARM
SYSTEM MONITORING, TELGUARD TG-7FS LTE
OR EQUAL. SYSTEM SHALL BE UL LISTED AND
COMPLIANT WITH NFPA 72 REQUIREMENTS.
PROVIDE
NAC PANELS
AS REQUIRED
UL 864
CELLULAR
ALARM
COMM.
FPS1 EOL
FPS4 EOL
SLC
LOOP P D
MMCM
HVAC
SHUTDOWN
TO ADDITIONAL
ADDRESSABLE
DEVICES
ADDRESSABLE
A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT
GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH
THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT
LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL
SYSTEMS, ETC.
GENERAL NOTES:
KEY NOTES:#
16'8'0"
1 NEW UNDERGROUND SECONDARY; SEE POWER RISER FOR
ADDITIONAL INFORMATION.
2 METER-PACK LOCATION IS SCHEMATIC IN NATURE, E.C.
SHALL COORDINATE LOCATION OF METER PACK WITH RMP
SITE DIST. DESIGN AND TRANSFORMER LOCATIONS.
3 EXTERIOR LIGHTING TO BE CONTROLLED VIA LIGHTING
CONTROL PANEL 'LCP'. PROGRAM ON/OFF TIMES AS
DIRECTED BY OWNER. PROVIDE ADDITIONAL UNSWITCHED
LEG FOR CONNECTION TO EMERG. BATTERY PACK IN
EMERGENCY FIXTURES.
4 PROVIDE MONITORING OF FLOW AND TAMPER SWITCHES;
VERIFY EXACT NUMBER OF SWITCHES WITH FIRE
SPRINKLER CONTRACTOR.
5 INSTALL FIRE BELL AND HORN/STROBE ABOVE FIRE DEPT.
CONNECTION; FIELD LOCATION, COORDINATE LOCATION
WITH FIRE SPRINKLER CONTRACTOR PRIOR TO ROUGH-IN.
13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
E
E
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
P.E. #:2279
8/31/22
8/
2
9
/
2
0
2
2
2
:
5
6
:
1
6
P
M
E1.1
1ST FLOOR
ELECTRICAL
PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL
CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED
INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL
DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS
AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION.
A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT
RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT
IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS,
LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL
NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE
LOCATED AT A COMMON HEIGHT.
B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET
ADA REQUIREMENTS.
C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15'
FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.
D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION
APPLIANCES ACCORDING TO ROOM SIZE,ETC.
E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3
TEMPORAL PATTERN.
F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE &
CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION
DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED
WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES.
G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177
CANDELA.
FIRE ALARM SYSTEM:
SCALE: 1/8" = 1'-0"1 1ST FLOOR ELECTRICAL PLAN
LIGHTING CONTROL/OCCUPANCY SENSOR SCHEDULE
TYPE DESCRIPTION MFGR. CATALOG #
APPROVED
EQUALS NOTES
LIGHTING CONTROL PANELS
LCP SURFACE MOUNTED, 4-RELAY DIGITAL RELAY PANEL,
W/ASTRONOMICAL TIMECLOCK
ACUITY BRANDS ARP INTENC08
NLT/4SPR/MVOLT/SC/SM/DTC
COOPER,
WATTSTOPPER,
LEVITON
5
OCC. SENSORS - WALL MOUNTED
WP1 PASSIVE-INFRARED, 1-POLE, NEUTRAL REQUIRED SENSOR SWITCH WSX-** COOPER,
WATTSTOPPER,
HUBBELL
2
1. PROVIDE ADDITIONAL POWER PACKS; SENSOR SWITCH PP20 AS NEED FOR QTY OF OCCUPANCY SENSORS/SWITCHES.
2. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS.
3. REFER TO MANUFACTURER DOCUMENTATION FOR QTY AND SIZE OF CONDUCTORS BETWEEN LOW VOLTAGE SWITCH, SENSOR(S) AND
POWER/RELAY PACKS.
4. PROVIDE 0-10V DIMMING CONDUCTORS (GRAY & VIOLET) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONTROL.
5. PROGRAM ON/OFF TIMES OF RELAY'S AS DIRECTED BY OWNER. PROVIDE COMMISSIONING AS INDICATED IN GENERAL NOTES BELOW.
CONTROL & OCCUPANCY SENSOR SCHEDULE NOTES:
• E.C. SHALL BE RESPONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING CONTROL SYSTEMS TO FUNCTION AS INDICATED ON
THE DRAWINGS AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. FOR AREAS WITH DAYLIGHTING CONTROL, THE DAYLIGHTING SET-
POINTS SHALL BE COORDINATED WITH THE OWNER FOR EACH AREA PRIOR TO FINAL PROGRAMMING OF THE DAYLIGHTING SENSOR(S). ALL
PROGRAMMING/COMMISSIONING SHALL BE DONE BY A FACTORY CERTIFIED OR TRAINED PERSON.
GENERAL LIGHTING CONTROL NOTES:
SCALE: NONEAFIRE ALARM RISER DIAGRAM
no. description date
WP
1
WP
1
CDEFH
1
4
5
8
2
G
6
B
7
3
AIJK
'2B'
'SB'
'1B''1B''1B''1B'
'2B'
'2B'
'SB'
'1B''1B''1B''1B''2B'
SECOND
FLOOR
STAIRWELL
A
SECOND
FLOOR
UTILITY
SECOND
FLOOR
CORRIDORF2
(TYP)F1
(TYP)F1
(TYP)F1 (TYP)F1
SECOND
FLOOR
STAIRWELL
B
FX2
FX3 FX3
F1
FX2
FX3
FX3 FX3
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
EH-1
120 V/1P
750 WH-18
EH-2
208 V/1P
2000 W
H-35,37
EH-2
208 V/1P
2000 W
H-31,33#10's
H-13F4
21' -0"
H-13
H-13
H-13
H-13 H-13
H-13
H-13
F4
21' -0"
F4
21' -0"
F4
21' -0"
F4
21' -0"
F4
21' -0"
F4
21' -0"
F4
21' -0"
F4
21' -0"
F4
21' -0"
F4
21' -0"
F4
21' -0"
F4
21' -0"
H-13
H-13
H-13
H-13H-13
H-11
H-10
H-5 H-10
H-10
H-5
H-10 H-10 H-5
H-10
H-9
H-10
H-10
H-5
A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT
GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH
THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT
LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL
SYSTEMS, ETC.
GENERAL NOTES:
KEY NOTES:#
16'8'0"13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
E
E
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
P.E. #:2279
8/31/22
8/
2
9
/
2
0
2
2
2
:
5
6
:
1
8
P
M
E1.2
2ND FLOOR
ELECTRICAL
PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL
CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED
INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL
DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS
AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION.
A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT
RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT
IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS,
LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL
NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE
LOCATED AT A COMMON HEIGHT.
B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET
ADA REQUIREMENTS.
C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15'
FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.
D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION
APPLIANCES ACCORDING TO ROOM SIZE,ETC.
E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3
TEMPORAL PATTERN.
F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE &
CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION
DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED
WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES.
G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177
CANDELA.
FIRE ALARM SYSTEM:
SCALE: 1/8" = 1'-0"1 2ND FLOOR ELECTRICAL PLAN
no. description date
WP
1
WP
1
MM
T
CDEFH
1
4
5
8
2
G
6
B
7
3
AIJK
'2B'
'SB'
'1B''1B''1B''1B'
'2B'
'2B'
'SB'
'1B''1B''1B''1B''2B'
F2
(TYP)F1
(TYP)F1
(TYP)F1
(TYP)F1 THIRD
FLOOR
UTILITY
THIRD
FLOOR
STAIRWELL
A
THIRD
FLOOR
CORRIDOR
THIRS
FLOOR
STAIR
WELL B
F1
FX2
FX3 FX3
FX3FX2
FX3 FX3
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(2/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(3/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
SEE TYP.
UNIT PLAN
(1/E2.0)
EH-1
120 V/1P
750 WH-20
H-7
H-12H-12
H-7
H-9
H-12
H-12H-12
H-7
H-12
H-7 H-12
(ON ROOF)
EF-2
H-22#10's
H-12
H-11
A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT
GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH
THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT
LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL
SYSTEMS, ETC.
GENERAL NOTES:
KEY NOTES:#
16'8'0"13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
E
E
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
P.E. #:2279
8/31/22
8/
2
9
/
2
0
2
2
2
:
5
6
:
1
9
P
M
E1.3
3RD FLOOR
ELECTRICAL
PLAN
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL
CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED
INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL
DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS
AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION.
A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT
RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT
IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS,
LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL
NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE
LOCATED AT A COMMON HEIGHT.
B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET
ADA REQUIREMENTS.
C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15'
FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.
D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION
APPLIANCES ACCORDING TO ROOM SIZE,ETC.
E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3
TEMPORAL PATTERN.
F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE &
CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION
DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED
WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES.
G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177
CANDELA.
FIRE ALARM SYSTEM:
SCALE: 1/8" = 1'-0"1 3RD FLOOR ELECTRICAL PLAN
no. description date
F
3
3 3
3
M
M
F
3
3
3
3
3
3
M
M
M F
3
3
M
3
3
-
-
SEE TYP. DWELLING UNIT LOAD SCHEDULE
-
- -
-
PANEL
FEED TOP
DIMENSIONS
FEED BOTTOM
AIC RATING
AMPS
WATTS
FEEDER CONDUCTOR SIZE:
TOTAL LOAD/PHASE
REMARKS:
35
37
41
39
25
27
29
33
31
19
17
23
21
LOAD NAME
7
11
15
13
9
NO.
3
5
1
LOCATION
MAKE/MODEL
CLASS
CIR WIRE
SIZE LLAMPEA B
AMPE
LOAD/POLE
MAIN LUGS
MAIN BRKR.
BRK PO
AMPS
PO BRK
40
42
36
38
26
34
32
30
28
22
24
18
20
LOAD NAME
8
16
14
10
12
4
6
2
NO.
CIR
SURFACE
FLUSHAMPS
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
WIRE
SIZE
SQ. D QO LOAD CENTER
SEE UNIT DWG.
120/208V, 1PH, 3W
TYPICAL UNIT
14"W x 24"H x 4"D
PROVIDE PANEL WITH A LOCKABLE COVER
LIGHTING/RECEPTS #12 Cu 20 1
SMOKE/CO2 DETECTORS #12 Cu 20 1
WATER HTR 230
**30 *
WASHING MACH. (NOTE#3) #12 Cu 20 1
DRYER #10 Cu 30 2
30 *#10 Cu**
PREPARED SPACE
SMALL APPLIANCE CRKT
LIGHTING/RECEPTS
#12 Cu201
#12 Cu201
DISHWASHER/DISPOSER#12 Cu201
RANGE HOOD/MICROWAVE#12 Cu201
HVAC UNIT (NOTE #2)### Cu##2
##***### Cu
RANGE#8 Cu402
40***#8 Cu
PREPARED SPACE
SPARE201
NOTE #1 THIS PANEL SCHEDULE IS TYPICAL AND REFERENCE FOR THE BRANCH CIRCUIT REQUIREMENTS OF THE
DWELLING UNITS; REFER TO TYPICAL DWELLING UNIT SCHEDULE FOR SERVICE/FEEDER SIZE AND MAIN
BREAKER RATING BASE ON DWELLING UNIT TYPE.
NOTE #2 STUDIO UNITS F-1: 15A/2P, #12 Cu
1-BED UNITS F-2: 15A/2P, #12 Cu
2-BED UNITS F-3: 20A/2P, #12 Cu
NOTE #3 UTILIZED GFCI TYPE CIRCUIT BREAKER AS REQUIRED BY 2020 NEC.
#10 Cu
#10 Cu
TYP. APARTMENT PANEL AIC RATINGS SHALL BE
AS FOLLOWS:
FEEDER LENGTHS LESS THAN 35FT : 22k AIC
FEEDER LENGTHS GREATER THAN 35FT: 10k AIC
NOTE#1
GENERAL LOADS
TYPICAL DWELLING UNIT EXAMPLE
1200 SQ FT UNIT X 3 VA PER SQ FT
SUB-TOTAL (HVAC LOAD)
HVAC LOADS
APPLICATION OF DEMAND FACTORS
ELECTRICAL LOAD CALCULATIONS
SERVICE SIZE
RECOMMENDED SERVICE SIZE IN AMPS
MIN. SERVICE SIZE IN AMPS (19,000VA @ 120/208 1PH. 3W)
REMAINDER (16000) @ 40%
HVAC LOAD @ 100% PER NEC
BREAKER
FIRST 10000 @ 100%
TOTAL DEMAND
GENERAL LOAD PER NEC 220.82
HVAC LOAD (HEATING & COOLING)
GENERAL LIGHTING/POWER
SMALL APPLIANCE (KITCHEN) 2-CIRCUITS
10,000 VA
19,000 VA
91 AMPS
(SEE NOTE#1)
=
=
=
=3,000 VA
3,600 VA
3,000 VA=
=
26,000 VASUB-TOTAL (GENERAL LOADS)
RANGE LOAD
DRYER
DISHWASHER
DISPOSAL
=
=
=
=
10,000 VA
5,000 VA
400 VA
1,000 VA
3,000 VA
6,400 VA
3,000 VA
SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS
SMALL APPLIANCE (BATH) 1-CIRCUITS
1,500 VA=
1,500 VA=
NOTE #1 THIS CALCULATION IS A TYPICAL EXAMPLE OF THE DWELLING UNIT LOAD
CALCULATIONS USED AND IS FOR REFERENCE ONLY; REFER TO THE TYPICAL
DWELLING UNIT LOAD SCHEDULE FOR ACTUAL LOAD INFORMATION FOR THE
SPECIFIC DWELLING UNITS.
(SEE NOTE#1)
APARTMENT UNIT PANEL
VOLTAGE DROP SCHEDULE
208 VOLT, 1 PHASE,
#1 AL SER CABLE* - MAXIMUM LENGTH OF 200'
#1/0 AL SER CABLE* - MAXIMUM LENGTH OF 260'
#2/0 AL SER CABLE* - MAXIMUM LENGTH OF 330'
#3/0 AL SER CABLE* - MAXIMUM LENGTH OF 400'
#4/0 AL SER CABLE* - MAXIMUM LENGTH OF 500'
FEEDER SIZE TO APARTMENT UNIT PANELS SHALL BE DETERMINED FROM
THE FOLLOWING SCHEDULE, THIS TABLE IS BASED ON ALUMINUM SER
CABLE. COPPER CONDUCTORS MAY BE UTILIZED, BUT ELECTRICAL
CONTRACTOR IS RESPONSIBLE FOR VOLTAGE DROP CALCULATIONS AND
FEEDER SIZES TO ALLOW FOR A MAXIMUM OF 3% VOLTAGE DROP AT PANEL.
* GROUNDING CONDUCTOR OF SER CABLE SHALL BE PROPORTIONATELY
INCREASED IN SIZE PER NEC 250.122(B)
'1B'
KITCHEN
LIVING
BATHROOM
SHOWER
WATER
BEDROOM
1
42"
D
F-2
AC
WH-1
1
REF
AC
AC
M/R
R
DW/DISP
TV
WAP
UF2 UF1
UF3
UF1
UF2
UF1
UF1
UF1
UF1
'2B'
42"
D
F-3
AC
WH-1
1
REF
AC
AC
M/R
R
DISP
TV
WAP
UF2
UF1
UF3
UF1
UF2
UF1UF1
KITCHEN
LIVING
BATHROOM
SHOWER
LAUNDRY
MECH.
WATER
BEDROOM
1
HALL
BEDROOM
2
AC
DW
30"
UF1
UF1
UF1
WP
UF2
UF2
UF1UF1
UF1UF1
'SB'
42"
D
F-1
AC
WH-1
1
REF
AC
AC
M/R
R
DW/DISP
TV
WAP
UF2
UF3
UF1
UF1
UF1
KITCHEN
LIVING
BATHROOM
SHOWER
LAUNDRY
MECH.
WATER
BEDROOM
1
HALL
UF1
UF1
UF1
AC
UF2
A. PROVIDE ARC-FAULT PROTECTION FOR ALL 120V, 15A & 20A
BRANCH CIRCUITS IN BEDROOMS AS PER IDAHO
EXEMPTIONS TO THE 2017 NEC.
B. PROVIDE AND INSTALL ALL REQUIRED DEVICES AND
CIRCUITS REQUIRED IN A DWELLING UNIT AS DESCRIBED BY
THE CURRENT NEC THAT IS ADOPTED BY THE LOCAL
AUTHORITY HAVING JURISDICTION; REFER TO NEC SECTION
210.11 AND 210.50.
C. TAMPER-PROOF RECEPTACLES SHALL BE INSTALLED IN ALL
AREAS OF THE DWELLING UNITS; REFER TO NEC SECTION
406.11 OF THE NEC.
D. EVEN IF SPECIFICALLY INDICATED ON THE DRAWINGS, ALL
DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL
BE COORDINATED WITH THE ARCHITECTURAL ELEVATION
DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER
MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES
AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT
THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE
DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN
TILEWORK/WALL OR WAINSCOATING, ETC.
E. ALL CLOSET FIXTURES SHALL BE FULLY ENCLOSED PER THE
NEC.
F. PROVIDE GFCI RECEPTACLES AS REQUIRED BY THE NEC
WETHER SHOWN OR NOT.
G. E.C. SHALL REFER TO BUILDING FLOOR PLANS AND
ARCHITECTURAL DRAWINGS FOR SPECIFIC UNIT
ORIENTATION AND LAYOUT AS UNITS MAY BE MIRRORED OR
HAVE SLIGHT WALL MODIFICATIONS FROM TYPICAL UNIT
SHOWN. E.C. SHALL ADJUST OUTLETS, LIGHTING AND ETC.
TO MATCH ACTUAL ORIENTATION.
GENERAL NOTES:
KEY NOTES:#
8'4'0"
TYPICAL DWELLING UNIT LOAD SCHEDULE
UNIT
TYPE DESCRIPTION
UNIT
SQFT QUANTITY
GENERAL LOAD
(PER UNIT)
APPLIANCE LOAD
(PER UNIT)
HVAC LOAD
(PER UNIT)
TOTAL CONN. LOAD
(PER UNIT)
TOTAL DEMAND LOAD
(PER UNIT)
TOTAL DEMAND AMPS
(PER UNIT)
RECOMMENDED
SERVICE SIZE
BRKR
SIZE FEEDER SIZE
1B 1-BEDROOM UNIT 600 32 6300 VA 18900 VA 2200 VA 27400 VA 18280 VA 88 A 100 A 100 A #1 AL SER CABLE W/ GND
2B 2-BEDROOM UNIT 900 16 7200 VA 18900 VA 2750 VA 28850 VA 19190 VA 92 A 100 A 100 A #1 AL SER CABLE W/ GND
SB STUDIO UNIT 600 8 6300 VA 18900 VA 1600 VA 26800 VA 17680 VA 85 A 100 A 100 A #1 AL SER CABLE W/ GND
8'4'0"8'4'0"
1 PROVIDE AND INSTALL STRUCTURED MEDIA CENTER PANEL
FLUSH IN WALL FOR UNIT TV AND DATA SERVICES, FIELD
VERIFY LOCATION WITH OWNER PRIOR TO ROUGH-IN. E.C.
SHALL PROVIDE AND INSTALL SERVICE CABLING FROM
PANEL TO UTILITY DEMARC LOCATION. UTILIZE LEVITON OR
EQUAL, REFER TO DETAIL FOR ADDITIONAL INFORMATION.
SCALE: NONEARESIDENTIAL - LEVITON MEDIA CENTER DETAIL
FIRE RATING NOTES:
A. ALL RECESSED DEVICE BOXES INSTALLED IN FIRE RATED
WALLS BETWEEN UNITS SHALL BE INSTALLED IN SUCH A
MANNER AS TO MAINTAIN THE FIRE RATING OF THE
ASSEMBLY.
13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
E
E
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
P.E. #:2279
8/31/22
8/
2
9
/
2
0
2
2
2
:
5
6
:
2
0
P
M
E2.0
TYPICAL UNIT
PLANS
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
SCALE: 1/4" = 1'-0"1 TYP. 1-BEDROOM UNIT ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"2 TYP. 2-BEDROOM UNIT ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"3 TYP. STUDIO UNIT ELECTRICAL PLAN
TYP. UNIT LIGHTING FIXTURE SCHEDULE
TYPE DESCRIPTION NOTES
UF1 BATHROOMS/KITCHEN/CLOSETS FIXTURE PER OWNER
UF2 BEDROOM/LIVING RM FIXTURE PER OWNER
UF3 VANITY LIGHT FIXTURE PER OWNER
no. description date
BLDG.
STEEL
WATER
MAIN
GROUND BAR
AT MAIN TTB
GRND
RODS
STAND-OFF GROUND BAR LOCATED
NEXT TO SERVICE EQUIP.
GROUND BAR SHALL BE
ERICO #EGBA14412CC OR EQUAL.
PROVIDE AND INSTALL ALL REQ'D
LUGS & TERMINALS.
MAIN
SERVICE
EQUIPMENT
G N
NEUTRAL TO GND
BOND AT THIS POINT
ONLY
#3/0 Cu
#4
C
u
CONCRETE ENCASED
ELECTRODE
3/
4
"
C
.
,
1
#
6
C
u
#3
/
0
C
u
#3
/
0
C
u
#6
C
u
BOND
TO FIRE
SPRINKLER
RISER
#3
/
0
C
u
PANEL
'H'METER-PACK
'MP-1'
208Y/120V,3P,4W
1200A MBR
ARC-FLASH
REDUCTION PER
NEC 240.87
UTILITY TRANSFORMER BY
LOCAL UTILITY CO.
PAD AND VAULT PROVIDED AND
INSTALLED BY ELECT. CONTRACTOR
UNDERGROUND PRIMARY;
CONDUIT AND TRENCHING BY E.C.
CONDUCTORS BY UTILITY CO.
FAULT CURRENT
CALULATIONS WERE
BASED ON
INFINITE BUS, WITH AN
ESTIMATED 300KVA
TRANSFORMER WITH
A 3.21%Z.
GROUNDING
ELECTRODE
SYSTEM
(A/E3.0)
*25,972A
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
1-PHASE METER
SECTIONS
REFER TO
DWELLING UNIT
LOAD SCHEDULE
3-PHASE MAIN
SECTION
UNDERGROUND SECONDARY;
(4) 4" CONDUITS AND TRENCHING BY E.C.
CONDUCTORS BY UTILITY CO.
TYP. APARTMENT PANEL AIC RATINGS SHALL BE
AS FOLLOWS:
FEEDER LENGTHS LESS THAN 35FT : 22k AIC
FEEDER LENGTHS GREATER THAN 35FT: 10k AIC
*10,955A
TYP.
UNIT
PANEL
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
1-PHASE METER
SECTIONS
Dwelling Unit 1552800 VA 24.00% 372672 VA TOTAL DEMAND AMPS:1113 A
Receptacle 7020 VA 100.00% 7020 VA TOTAL CONN. AMPS:4388 A
Motor 573 VA 123.82% 710 VA TOTAL DEMAND VA:401 kW
Lighting 4830 VA 100.00% 4830 VA TOTAL CONN. VA:1581 kW
Elec. Heating 17500 VA 100.00% 17500 VA
LOAD TYPE CONN. LOAD % DEMAND EST. DEMAND METER PACK TOTALS
METER PACK LOAD SUMMARY (DEMAND % PER NEC TABLE 220.84)
60 PREPARED SPACE 2 -- --
59 PREPARED SPACE 2 -- --
58 PREPARED SPACE 2 -- --
57 1-BEDROOM 3RD FLOOR 2 100 A 29 kW
56 1-BEDROOM 3RD FLOOR 2 100 A 27 kW
55 1-BEDROOM 3RD FLOOR 2 100 A 27 kW
54 1-BEDROOM 3RD FLOOR 2 100 A 27 kW
53 1-BEDROOM 3RD FLOOR 2 100 A 27 kW
52 STUDIO 3RD FLOOR 2 100 A 27 kW
51 2-BEDROOM 3RD FLOOR 2 100 A 29 kW
50 2-BEDROOM 3RD FLOOR 2 100 A 29 kW
49 1-BEDROOM 3RD FLOOR 2 100 A 27 kW
48 1-BEDROOM 3RD FLOOR 2 100 A 27 kW
47 1-BEDROOM 3RD FLOOR 2 100 A 27 kW
46 1-BEDROOM 3RD FLOOR 2 100 A 27 kW
45 STUDIO 3RD FLOOR 2 100 A 27 kW
44 2-BEDROOM 3RD FLOOR 2 100 A 29 kW
43 2-BEDROOM 2ND FLOOR 2 100 A 29 kW
42 1-BEDROOM 2ND FLOOR 2 100 A 27 kW
41 1-BEDROOM 2ND FLOOR 2 100 A 27 kW
40 1-BEDROOM 2ND FLOOR 2 100 A 27 kW
39 1-BEDROOM 2ND FLOOR 2 100 A 27 kW
38 STUDIO 2ND FLOOR 2 100 A 27 kW
37 2-BEDROOM 2ND FLOOR 2 100 A 29 kW
36 2-BEDROOM 2ND FLOOR 2 100 A 29 kW
35 1-BEDROOM 2ND FLOOR 2 100 A 27 kW
34 1-BEDROOM 2ND FLOOR 2 100 A 27 kW
33 1-BEDROOM 2ND FLOOR 2 100 A 27 kW
32 2-BEDROOM 2ND FLOOR 2 100 A 27 kW
31 STUDIO 2ND FLOOR 2 100 A 27 kW
30 2-BEDROOM 2ND FLOOR 2 100 A 29 kW
29 2-BEDROOM BASEMENT 2 100 A 29 kW
28 1-BEDROOM BASEMENT 2 100 A 27 kW
27 1-BEDROOM BASEMENT 2 100 A 27 kW
26 1-BEDROOM BASEMENT 2 100 A 27 kW
25 1-BEDROOM BASEMENT 2 100 A 27 kW
24 STUDIO BASEMENT 2 100 A 27 kW
23 2-BEDROOM BASEMENT 2 100 A 29 kW
22 2-BEDROOM BASEMENT 2 100 A 29 kW
21 1-BEDROOM BASEMENT 2 100 A 27 kW
20 1-BEDROOM BASEMENT 2 100 A 27 kW
19 Dwelling Unit 2 100 A 27 kW
18 1-BEDROOM BASEMENT 2 100 A 27 kW
17 STUDIO BASEMENT 2 100 A 27 kW
16 2-BEDROOM BASEMENT 2 100 A 29 kW
15 2-BEDROOM 1ST FLOOR 2 100 A 29 kW
14 STUDIO 1ST FLOOR 2 100 A 27 kW
13 1-BEDROOM 1ST FLOOR 2 100 A 27 kW
12 1-BEDROOM 1ST FLOOR 2 100 A 27 kW
11 1-BEDROOM 1ST FLOOR 2 100 A 27 kW
10 1-BEDROOM 1ST FLOOR 2 100 A 27 kW
9 2-BEDROOM 1ST FLOOR 2 100 A 29 kW
8 2-BEDROOM 1ST FLOOR 2 100 A 29 kW
7 1-BEDROOM 1ST FLOOR 2 100 A 27 kW
6 1-BEDROOM 1ST FLOOR 2 100 A 27 kW
5 1-BEDROOM 1ST FLOOR 2 100 A 27 kW
4 1-BEDROOM 1ST FLOOR 2 100 A 27 kW
3 2-BEDROOM 1ST FLOOR 2 100 A 29 kW
2 STUDIO 1ST FLOOR 2 100 A 27 kW
1 PANEL H 2 150 A 29 kW
METER
#CIRCUIT DESCRIPTION POLES
BRK
AMPS Load REMARKS
SERVICE ENTRANCE RATED, ARC-FLASH REDUCTION ERMS SWITCH
NOTES:
MFGR/MODEL:Square D/EZ-METER-PAK
ENCLOSURE:Type 3R
AIC RATING:42k MBR RATING:1200 A
PHASE/WIRES:3P / 4W RATING:1200 A
VOLTAGE:120/208 Wye PANEL TYPE:MBR
METER PACK: METER-PACK MP-1
S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE
A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL
BRK NOTES:
TOTAL EST. DEMAND AMPS: 142 A
TOTAL AMPS:151 A 129 A
TOTAL LOAD:16.0 kVA 13.4 kVA
41 PREPARED SPACE -- -- 1 -- 0 1 20 A -- SPARE 42
39 PREPARED SPACE -- -- 1 -- 0 1 20 A -- SPARE 40
37 1000 0 1 20 A -- SPARE 38
35 Elec. Heating 20 A 2
1000 0 1 20 A -- SPARE 36
33 1000 0 1 20 A -- SPARE 34
31 Elec. Heating 20 A 2
1000 0 1 20 A -- SPARE 32
29 1000 0 1 20 A -- SPARE 30
27 Elec. Heating 20 A 2
1000 0 1 20 A -- SPARE 28
25 1000 2250 26
23 Elec. Heating 20 A 2
1000 2250 2 30 A Water Heater
24
21 1000 528 1 20 A Exhaust Fan 22
19 Elec. Heating 20 A 2
1000 750 1 20 A Elec. Heating 20
17 SPARE -- 20 A 1 0 750 1 20 A Elec. Heating 18
15 SPARE -- 20 A 1 0 750 1 20 A Elec. Heating 16
13 Lighting - Exterior LCP 20 A 1 960 750 1 20 A Elec. Heating 14
11 Lighting - Stair B 20 A 1 1000 1440 1 20 A Receptacle - 3rd Floor 12
9 Lighting - Stair A 20 A 1 1000 1440 1 20 A Receptacle - 2nd Floor 10
7 Lighting - 3rd Floor 20 A 1 464 1080 1 20 A Receptacle - 1st Floor 8
5 Lighting - 2nd Floor 20 A 1 464 1305 1 20 A Receptacle - 1st Floor 6
3 Lighting - 1st Floor 20 A 1 514 360 1 20 A Receptacle - TTB 4
1 Lighting - Basement 20 A 1 464 1440 1 20 A Receptacle - Basement 2
CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKT
NOTES:
MFGR/MODEL:SQ. D/QO...DIMENSIONS:20"W x 3.75"D x *"H FEED:BOTTOM
ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A
MOUNTING:SURFACE WIRES:3 PANEL AMPS:200 A
FED FROM:METER-PACK MP-1 PHASES:1 PANEL TYPE:MLO JUNIPER SANDS PHASE 2
PANEL LOCATION: VOLTAGE:120/208 Single A.I.C. RATING:22k PROJECT NAME:
PANEL: H
PAYNE ENGINEERING
SCALE: NONEABLDG GROUNDING ELECTRODE SYSTEM DETAIL
SCALE: NONE1POWER RISER DIAGRAM
POWER RISER FEEDER SCHEDULE
SOURCE LOAD
# OF CONDUIT
RUNS
CONDUIT
SIZE FEEDER SIZE
CONDUCTOR
TYPE
LOAD
AMPS
FEEDER
BREAKER SIZE
METER-PACK
MP-1
PANEL H 1 2" 2-#3/0, 1-#3/0, 1-#4 ALUMINUM 141 A 150 A
FEEDER SCHEDULE LEGEND & NOTES
QTY & SIZE
OF PHASE
CONDUCTOR(S)
QTY-#PHASE SIZE, QTY-#NEUTRAL SIZE, QTY-#GROUND SIZE
QTY & SIZE
OF NEUTRAL
CONDUCTOR(S)
QTY & SIZE
OF GROUND
CONDUCTOR(S)
1. # OF RUNS INDICATES THE NUMBER OF PARALLEL RUNS FOR THE FEEDER.
2. FEEDER SIZE IN SCHEDULE IS AS INDICATED BELOW:
13053
ST ATE O F I D A HOSHAWNA.M E A D O R R E G I S TEREDRP
O F E S S I O N AL ENGIN
E
E
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
project:
date:
revisions
Drawings and specifications, as instruments of
professional service are and shall remain the property
of the architect. These documents are not to be used
in whole or in part for any project or purposes
whatsoever, without the prior specific written
authorization of GPC Architects PLLC.
Ownership & Use of Documents
sheet:
18
N
.
M
a
i
n
S
t
.
,
S
t
e
.
2
0
0
Dr
i
g
g
s
,
I
d
a
h
o
8
3
4
2
2
20
8
.
3
5
4
.
8
0
3
6
ww
w
.
g
p
c
a
r
c
h
i
t
e
c
t
s
.
c
o
m
P.E. #:2279
8/31/22
8/
2
9
/
2
0
2
2
2
:
5
6
:
2
0
P
M
E3.0
POWER RISER
DIAGRAM &
SCHEDULES
2116
08/31/2022
JU
N
I
P
E
R
S
A
N
D
S
P
H
A
S
E
2
RE
X
B
U
R
G
,
I
D
A
H
O
no. description date