HomeMy WebLinkAboutAB combined set V1S 89°47'13" W 98.98'
S 00°01'20" W 110.18'
N 89°45'55" E 164.75'
S 00°01'20" W 280.75'
N 00°00'40" W 170.50'
S 89°47'43" W 65.67'
94 sft
94 sft
120 sft
120 sft
158 sft
94 sft
215 sft
215 sft
215 sft
215 sft
110 sft
94 sft
110 sft
A1.0
GENERAL
SITE
PLAN/
CODES
GENERAL "ACCESSIBILTY" RULES
APARTMENTS FALL UNDER R-2 OCCUPANCY 2015 IBC 1107.6.2:
ACCESSIBILTY ANALYSIS IS DONE PER PARCEL, NOT UNIT TYPE.
-UNITS WILL EITHER BE TYPE "A", "B" OR NEITHER
- IF THE TOTAL NUMBER OF UNITS (FRONT DOORS) ON THAT PARTICULAR
PARCEL IS > 20 THEN 2% (NOT LESS THAN ONE UNIT) HAS TO BE TYPE "A".
-TYPE" A" MEANS THAT ALL SPACES NEED TO BE ACCESSIBLE PER ICC A
117.1. IF THE UNIT IS 2 STORY THEN A WHEEL CHAIR LIFT OR RESIDENTIAL
ELEVATOR IS REQUIRED.
- IF LESS THAN 20 UNITS ON PARCEL, THEN NO TYPE "A" REQUIRED
-ALL "TYPE B" UNITS NEED TO COMPLY WITH FAIR HOUSING ACT
- 2015 IBC 1107.7.2 IS AN EXCEPTION STATING THAT IF THE UNIT IS 2
STORIES AND IS NOT SERVED BY AN ELEVATOR, THEN THE UNIT DOES NOT
HAVE TO COMPLY WITH "B" TYPE REQUIREMENTS.
-IF THE 2 STORY UNIT IS A MEZZANINE UNIT, MEANING THE UPSTAIRS IS <
1
3
OF THE DOWNSTAIRS AREA, THEN IT FALLS UNDER THE REQUIREMENTS OF
TYPE "B" UNITS. THERE IS ALSO AN ADDITIONAL REQUIREMENT STATING THAT
ANY SPACE (EX: BEDROOM) THAT IS PROVIDED IN THE MEZZANINE MUST
ALSO BE PROVIDED ON THE MAIN LEVEL.
BASED ON THE CIVIL PLAN LAYOUT, THERE ARE 12 UNITS SO NO "TYPE "A"
REQUIRED. SINCE ALL UNITS ARE 2 STORY, NO TYPE "B" IS REQUIRED.
TYPE "A"
TYPE "B"
PROJECT SPECIFIC REQUIREMENTS
SHEET INDEX
A1.0: GENERAL SITE PLAN AND CODES
A2.0: OVERALL FLOOR PLANS
A2.1: INDIVIDUAL FLOOR PLANS
A4.0: BUILDING ELEVATIONS
S2.1: FLOOR AND ROOF FRAMING PLANS
S2.2: SHEAR PLANS
A4.1: BUILDING SECTIONS
A4.2: BUILDING SECTIONS
A4.4: WALL DETAILS
50'-0"
2'-0"
25'-0"
1 3'-0" 8'-0" 2'-0"
25'-0"
8'-0" 1 3'-0"
60'-0"
30'-0" 30'-0"
2'-0" 2'-0"
3'-6" 5'-6" 8'-6" 6'-0" 1 3'-0"
6'-0" 8'-6" 5'-6" 3'-6"
50'-0"
2'-0"
25'-0"
1 3'-0" 8'-0"
25'-0"
2'-0" 4'-0" 1 0'-0" 8'-0" 3'-0"
60'-0"
30'-0" 30'-0"
7'-0" 4'-0" 1 1 '-7 1 /2" 7'-4 1 /2"
6'-6" 6'-0" 8'-6" 5'-6" 3'-6"
43'-0"
21 '-0" 21 '-0"
60'-0"
30'-0"
30'-0"
7'-0" 6'-0" 1 7'-0"
1 '-0"
60'-0"
30'-0" 30'-0"
43'-0"
21 '-0" 1 4'-0" 8'-0"
A2.0
OVERALL
FLOOR
PLANS
OVERALL UPPER FLOOR
1 /8"=1 '-0"
OVERALL LOWER FLOOR
1 /8"=1 '-0"
A
B
2
A4.2
2
A4.2
A
A
B
1 HOUR WALL: WP 3380
VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION.
BUILDING CODES AND REGULATIONS. (IBC 201 5)
GENERAL NOTES
INSULATION:
CONSTRUCTION TO MEET ALL LOCAL AND NATIONAL
ALL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ 1 6"
ALL EXTERIOR WALLS TO BE 2x6 WOOD STUDS @ 1 6" O.C.
5/8" TYPE 'X' GYPSUM WALLBOARD ON ALL INTERIOR WALLS AND
CEILINGS, U.N.O.
6.
OF COMMON
WALL
OF COMMON
WALL
ELEC.
RANGE
REF.
4068 BIPASS
R & S
36" SQ.
CONC
PAD
5040 SLDR
2x6
2x6
SHWR/
TUB
INSERT
BATH #1
8' CLG
DEN
8' CLG
STACKED
W/D,
VERIFY SIZE
6068 SLDR
CONCRETE PATIO
3068
FIRE
SPRINKLER
LINE OF FLOOR ABOVE
2x6 WALL @ 42" TALL
RAISED BAR
DW
4x8 BLOCK FOR
NEWEL POST
HALF WALL W/RAILING
KITCHEN
8' CLG
8' CLG
VAULTED
LIVING ROOM
VAULTED
3068
COVERED CONC.
PORCH
11 7/8" TALL SOFFIT,
SEE DETAIL 1-A4.1
BUILT IN
TV NOOK
2650 S.H. 2650 S.H. 2650 S.H.
1 HOUR WALL: WP 3380
1 HOUR WALL: WP 3370
ENTRY
VAULTED
UP 15R
SD 2668
SD
2x6
2x6
1
2
6
7
8
5
9
3
1 1
4
3
5
1
12
6 TYP
PLATE
1
5
6
7
2
3
9
1
3
4
4
3
1
8
F.F.
PLATE
F.F.
ADD ENERGY HEELS AS NEEDED
8'-1
1
8
" 1'-0
5
8
" 8'-1
1
8
"
6'-8"
12
6 TYP
12"
6"
12
6 TYP
EXTERIOR
ELEVATIONS
A4.0
"A" ENTRY UNIT ELEVATION
1 /4" =1 '-0"
"A" UNITS SIDE ELEVATION
1 /4" =1 '-0"
"B" ENTRY/ "A" SIDE ELEVATION
1 /4" =1 '-0"
SIDING O/ WALL SHEATHING
O/2x6 STUDS @ 16" O.C. W/
R-21 WALL INSULATION, TYP @
EXTERIOR WALLS
8'-11
8"
PLATE
F.F.
8'-11
8"
PLATE
F.F.
12
6
1'-0" TYP.
5/8" GYPSUM WALL BOARD TYP. @ CEILINGS/ WALLS
2x4 STUDS @ INTERIOR WALLS, U.N.O.
3/4" FLOOR SHEATHING O/ 11 7/8" FLOOR JOISTS, SEE S2.1
DOUBLE TOP PLATES TYP
4" CONCRETE SLAB POURED O/15 MIL. POLYETHELENE VAPOR
BARRIER O/ 6" WELL COMPACTED AGGREGATE BASE
P.T. SILL PLATE
VAPOR BARRIER
2" RIGID INSULATION (R-10) TYP @ PERIMETER FOUNDATION WALLS
ENGINEERED WOOD TRUSSES @ 24" O.C. W/ R-38 BLOWN IN INSULATION
8" x 8" ATTIC VENT
ASPHALT SHINGLES
2x6 OVERBUILD @ 24" O.C.
14" ROOF JOISTS W/R-38 INSULATION
O/VAPOR BARRIER
SOFFIT
4x8 W/ HUC48
4x8 HEADERS,
TYP., U.N.O.
4x8 BLOCKING @ A.D.A. THRESHOLD
NEWEL POST
15 EQUAL RISERS < 7 3/4"
11"
(3) 2x12 STRINGERS
5/8" TYPE 'X' GYP.
BD. @ USABLE
SPACE UNDER
STAIRS
A4.4
5
7'-33
4"
6" PAINTED FASCIA
PAINTED
SOFFIT BOARD
PAINTED
SHINGLES/BOARD
AND BATT
1 HOUR FIRE RATED ROOM,
SEE A2.0 FOR SPECIFICS
ENERGY HEEL AS REQUIRED PER CODE,
TYP. @ ALL TRUSSES
R-21 BATT INSULATION @ TOP PLATE, TRUSS HEEL, RIM JOISTS
AND VOIDS @ HEADERS, TYP.
TRUSS BLOCKING
SIDING O/ WALL SHEATHING
O/2x6 STUDS @ 16" O.C. W/
R-21 WALL INSULATION, TYP @
EXTERIOR WALLS
ENGINEERED WOOD TRUSSES @ 24" O.C. W/ R-38 BLOWN IN INSULATION
A4.4
2
8'-11
8"
PLATE
F.F.
8'-11
8"
PLATE
F.F.
ENGINEERED WOOD TRUSSES @ 24" O.C. W/
R-38 BLOWN IN INSULATION
3/4" FLOOR SHEATHING O/ 11 7/8" FLOOR JOISTS, SEE S2.1
5/8" GYPSUM WALL BOARD TYP. @ CEILINGS/ WALLS
2x4 STUDS @ INTERIOR WALLS, U.N.O.
VAPOR BARRIER
4x8 HEADERS,
TYP., U.N.O.
4x8 BLOCKING @ A.D.A. THRESHOLD
NEWEL POST
15 EQUAL RISERS < 7 3/4"
11"
(3) 2x12 STRINGERS
NOTE: GLUE ALL MAIN FLOOR
INTERIOR WALLS AND ALL UPPER
FLOOR WALLS TO BOTTOM PLATE
ENGINEERED BOX GIRDER BEAM
4" CONCRETE SLAB POURED O/15
MIL. POLYETHELENE VAPOR
BARRIER O/ 6" WELL COMPACTED
AGGREGATE BASE
R-21 BATT INSULATION @ TOP PLATE,
TRUSS HEEL, RIM JOISTS
AND VOIDS @ HEADERS, TYP.
3'-4"
BLDG.
SECTIONS
A4.2
A1/BUILDING 2"=1'-0" SECTION
Sheet Number
Sheet Title
Project Data
Project No.:
Date:
Drawn By:
Checked By:
E-Mail: rmsLabrie@yahoo.com
Cellular phone: (208) 890-0218
2115 Heights Dr.
Boise, Idaho 83702
C
IN THE PLAN PRIOR TO CONSTRUCTION,
OMISSIONS, AND/OR PROPOSED CHANGES
STUDIO L ARCHITECTURE OF ANY ERRORS,
VERIFIED BY CONTRACTORS PRIOR TO
1 2
6
A4.4
2
A4.4
3
A4.4
5
A4.4
4
SEE 2-A4.1 FOR
SOFFIT DETAIL
2x4 SOFFIT
FRAMING
TV NICHE
BEAM, SEE S2.1
CONNECTION PER
TRUSS
MANU. ENGINEERING
2x BLKG @ 2' OFF
WALL, SEE S2.1
CONT. RIM JOIST
SIM
SIM
1 '-91
2"
1 1 1
2"
BLDG.
SECTIONS
A4.3
B3/BUILDING 8"=1 '-0" SECTION
BUILDING SECTION
A 3/8"=1 '-0"
Sheet Number
Sheet Title
Project Data
Project No.:
Date:
Drawn By:
Checked By:
E-Mail: rmsLabrie@yahoo.com
Cellular phone: (208) 890-021 8
21 1 5 Heights Dr.
Boise, Idaho 83702
C
IN THE PLAN PRIOR TO CONSTRUCTION,
OMISSIONS, AND/OR PROPOSED CHANGES
STUDIO L ARCHITECTURE OF ANY ERRORS,
VERIFIED BY CONTRACTORS PRIOR TO
ALL DRAWINGS TO BE REVIEWED AND
OR FABRICATION.
CONSTRUCTION, NOTIFY
Copyright 201 9 These Documents,
as instruments of service, whether
the Project for which they are made
is executed or not, SHALL NOT BE
USED BY ANY PERSON OR ENTITY
WITHOUT THE WRITTEN CONSENT
OF Studio L Architecture. These
(2) 5/8" DIA. x 10" ANCHOR
BOLTS @ 48" O.C.,
10"
3" CLR
(3) #4 CONT.
2'-0"
ASPHALT SHINGLES O/15#
FELT O/ ROOF SHEATHING
ROOF VENTS
ENGINEERED ROOF TRUSSES
@ 24" O.C. W/R-38 INS.
ENGINEERED 2x BOX GIRDER
BEAM W/
5
8" TYPE 'X' GYP.
BOARD ON BOTH SIDES,
CONT. TO ROOF SHEATHING
2x8 ABOVE (2)
DBL 2x4 TOP
PLATES
BLOCKING @ TOP & BOTTOM
OF BOX BEAM, BEAM ENTIRE
LENGTH OF FIRE WALL
WP 3370: 1 HOUR FIRE WALL
DOUBLE ROW OF 2x4 WOOD STUDS @ 16"
O.C. ON SEPARATE PLATES, 1" APART, (2)
THICKENESS OF 3
1
2" FIBERGLASS BATT
INSULATION (INTERIOR) &
5
8" TYPE 'X'
GYPSUM WALLBOARD APPLIED EACH SIDE
PARALLEL OR AT RIGHT ANGLES W/ 6d
COATED NAILS, 1
7
8" LONG, 0.0915" SHANK,
1
4" HEADS, 7" O.C., JOINTS STAGGERED 16"
ON OPPOSITE SIDES. HORIZONTAL BRACING
REQUIRED AT MID-HEIGHTS. SEE DETAIL
A2.0, MIN SOUND STC OF 50
5/8" TYPE 'X' GYP.
BD O/ 6 MIL.
VAPOR BARRIER
PROVIDE DRAFT
STOP EVERY 10'
MAX HORIZ.
3/4" FLOOR
SHEATHING O/
11 7/8" FLOOR
JOISTS, SEE S2.1
4" CONCRETE SLAB POURED
O/15 MIL. POLYETHELENE VAPOR
BARRIER O/ 6" WELL COMPACTED
AGGREGATE BASE
BLOCKING AS SHOWN
5
8" TYPE 'X' GYP. WHERE SHOWN
(2) 2x4 DBL TOP PLATE
CONC. SLAB
(2) #4 CONT., TOP &
BOTTOM
2x6 STUD
WALL
MEET MIN. FROST DEPTH
2" CLR
3" CLR
#4 VERT. @ 32"
O.C. ALT. HOOKS
5/8" DIA. x 10" A.B. @ 48"
O.C., SEE SHEAR WALL
SCHEDULE FOR ADDITIONAL
A.B. REQUIREMENTS
10"
16"
S2.0
A
50'-0"
2'-0" 2'-0" 13'-0"
4'-0"
4'-23
4"
10'-0" 8'-0" 3'-0"
1'-2"
50'-0"
13'-0" 2'-0" 2'-0"
2'-0" 2'-0" 13'-0" 1'-2"
1'-2"
4'-0"
2'-0"
4'-0"
2'-0"
4'-0"
4'-0"
60'-0"
3'-6" 5'-6" 8'-6" 6'-0" 13'-0"
6'-0" 8'-6" 3'-6"
60'-0"
6'-4 6'-0" 8'-6" 5'-6" 3'-6"
1
11'-7 7'-6" 2"
1
2"
7'-0" 4'-0"
4'-81
4" 9'-4
1
4"
13'-111
2"
5'-11" 10'-3"
13'-11
3
4"
23'-0"
22'-0"
3'-10"
4" CONCRETE SLAB O/ COMPACTED SAND
AND GRAVEL, VERIFY LOCATION OF
3 1/2" x 11 7/8" LVL
3 1/2" x
11 7/8" LVL
1 3/4" x
11 7/8" LVL
SIMPSON HU412
HANGER
LPI 18 x 11 7/8"
LPI 36 x 11 7/8" @ 12" O.C. @ 16" O.C.
LPI 18 x 11 7/8"
@ 16" O.C.
MSTC28
MSTC28
MSTC28
MSTC28
MSTC28 MSTC28 MSTC28 MSTC28
3 1/2" x 11 7/8" LVL
3 1/2" x 11 7/8" LVL
1 3/4" x 11 7/8" LVL
1 3/4" x
11 7/8" LVL
4x8 POST STACKED 1st
AND 2nd FLOORS
4x4 POST
4x4 POSTS
6x6 POST
LPI 18 x 11 7/8" @ 16" O.C.
MSTC28 MSTC28
3 1/2" x 11 7/8" LVL
3 1/2" x 11 7/8" LVL
1 3/4" x
11 7/8" LVL
1 3/4" x 11 7/8" LVL
4x4 POSTS
6x6 POST
LPI 18 x 11 7/8" @ 16" O.C.
MSTC28 MSTC28
VERIFY ALL LOCATIONS
OF PLUMBING FIXTURES.
4x8 HEADER
4x8 @ BOTTOM OF
DBL. TOP PLATE
3 1/2" x 9 1/2" LVL
ATTIC
ACCESS
ATTIC
ACCESS
DO NOT PLACE TRUSS
ON VENTING WALL,
OFFSET IN B UNIT
PRESSURE BLOCK OR HARDWARE H2.5 OR H1 @ 2x6
COMMON WALL, EACH SIDE. DISCONTINUOUS
TRUSSES @ WALL, SEE SECTION
CLIP @ TOP OF WALL W/ HARDWARE H1 W/2x4
BLOCK ROW @ 2' OFF OF 2x4 WALL
14" ROOF JOISTS (VERIFY SIZE W/ TRUSS MANU.) @ 24" O.C.
HUC HANGER
2x6 @ 24" OVERBUILD
W/ SUPPORT @
6' O.C., TYP
G
E
ALL EXTERIOR WALLS SHALL BE SHEATHED
W/ 7/16" OSB. ATTACH WITH MIN. 16 GA.
X 2" LEG STAPLES AT 6" O.C. TO ALL
SUPPORTED PANEL EDGES AND AT 6" O.C.
IN THE FIELD. U.N.O.
STAPLES SHALL NOT BE SUBSTITUTED FOR
COMMON NAILS AT SHEAR PANELS.
ALL SHEAR PANELS SHALL HAVE DOUBLE
STUDS AT ENDS FOR EDGE NAILING AND
ATTACHMENT OF STRAPS AND/OR
HOLD DOWNS, TYP.
ALL HOLD DOWNS SHALL ALIGN AT DOUBLE
STUDS AT ENDS OF SHEAR PANELS, TYP.
PROVIDE 'SIMPSON' H1 AT ALL TRUSS
BEARING LOCATIONS.
ALL SHEATHING SHALL BE CONTINUOUS
TO FLOOR/ PLATE BEHIND ALL ATTACHED
ROOF FRAMING INTO WALL.
PROVIDE DOUBLE STUD ABOVE AND BELOW ALIGNED
AT STRAPS BETWEEN FLOORS FOR STRAP
ATTACHMENT, WITH PANEL EDGE NAILING FOR FULL
HEIGHT OF DOUBLE STUDS.
PROVIDE PANEL EDGE NAILING FULL HEIGHT OF KING
STUD AT WINDOW AND DOOR OPENING FRAMING, AND
ACROSS HEAD AND SILL.
PROVIDE GALVANIZED NAILS INTO PRESERVATIVE
TREATED SILL PLATES. NAIL SIZE AND SPACING TO
MATCH SHEAR WALL SPECIFIED. PROVIDE 8d
GALVANIZED NAILS AT SAME SPACING WHERE STAPLES
USED.
E 7/16" OSB
W/ 16 GA x 2" LEG STAPLES
AT 3" O.C. TO ALL PANEL EDGES
& 6" O.C. IN THE FIELD
(PROVIDE BLOCKING AT ALL PANEL EDGES)
W/ 1/2" DIA. X 7" EMBED ANCHOR BOLTS
AT 32" O.C.
G 7/16" OSB
W/ 16 GA x 2" LEG STAPLES
AT 2" O.C. TO ALL PANEL EDGES
& 6" O.C. IN THE FIELD
(PROVIDE BLOCKING AT ALL PANEL EDGES)
W/ 1/2" DIA. X 7" EMBED ANCHOR BOLTS
AT 24" O.C.
E
E
E
G G
G G
E
E
G G
E
G
5
8" GYP. BOARD W/6d x 1
7
8" COOLERS OR #6 x 1
5
8"
SCREWS @ 7" O.C @ PERIMETER, PANEL EDGES AND
ALL FRAMING
5
8" GYP. BOARD W/6d COOLERS @ 7" O.C.@
PERIMETER, PANEL EDGES AND ALL FRAMING
E
E
MSTA49 BTWN
FLOORS, ALIGN
W/ HOLDDOWN
MSTA49 BTWN
FLOORS, ALIGN
W/ HOLDDOWN
MSTA49 BTWN
FLOORS, ALIGN
W/ HOLDDOWN
DOUBLE STUD AND
EDGE NAILING @
STRAP LOCATIONS, TYP.
E
E
MSTA49 BTWN
FLOORS, ALIGN
W/ HOLDDOWN
MSTA49 BTWN
FLOORS, ALIGN
W/ HOLDDOWN
MSTA49 BTWN
FLOORS, ALIGN
W/ HOLDDOWN
DOUBLE STUD AND
EDGE NAILING @
STRAP LOCATIONS, TYP.
E
E
MSTA49 BTWN
FLOORS, ALIGN
W/ HOLDDOWN
DOUBLE STUD AND
EDGE NAILING @
STRAP LOCATIONS, TYP.
MSTA49 BTWN
FLOORS, ALIGN
W/ HOLDDOWN
MSTA49 BTWN
FLOORS, ALIGN
W/ HOLDDOWN
MSTA49 BTWN
FLOORS, ALIGN
W/ HOLDDOWN
E
G
2' MIN. 2' MIN. 2' MIN. 2' MIN.
2' MIN 2' MIN
4.5' MIN. 2.5' MIN.
LOWER SHEAR PLANS S2.2
3/16"=1'-0"
SHEAR
PLANS
HOLDDOWN SCHEDULE:
A= LSTHD8
SHEAR SCHEDULE:
UPPER SHEAR PLANS
3/16"=1'-0"
SHEAR NOTES:
B= STHD10
Sheet Number
Sheet Title
Project Data
Project No.:
Date:
Drawn By:
Checked By:
E-Mail: rmsLabrie@yahoo.com
Cellular phone: (208) 890-0218
2115 Heights Dr.
Boise, Idaho 83702
C
IN THE PLAN PRIOR TO CONSTRUCTION,
OMISSIONS, AND/OR PROPOSED CHANGES
STUDIO L ARCHITECTURE OF ANY ERRORS,
VERIFIED BY CONTRACTORS PRIOR TO
ALL DRAWINGS TO BE REVIEWED AND
OR FABRICATION.
CONSTRUCTION, NOTIFY
Copyright 2019 These Documents,
as instruments of service, whether
the Project for which they are made
is executed or not, SHALL NOT BE
USED BY ANY PERSON OR ENTITY
WITHOUT THE WRITTEN CONSENT
OF Studio L Architecture. These
Documents are and shall remain the
property of the Architect.
Studio L
Architecture
9.28.19
1934
Addenda / Revisions
RGL
RGL
Connor Square- 4 plex... AB units
Architect: Robin Gates 208.890.0218
Owner/Builder: TracyRobertson 208.631.0712
604/528 W. Broadway Ave., Meridian, Idaho
04/07/22
A-2022-0061
ENGINEERED JACK TRUSSES
@ 24" O.C.
ENGINEERED JACK TRUSSES
@ 24" O.C.
TRUSSES DO NOT
PENETRATE 1 HR.
PARTITION WALLS, TRUSS
DESIGNER TO
ACCOMMODATE
ENGINEERED JACK TRUSSES
@ 24" O.C.
ENGINEERED TRUSSES @ 24" O.C.
4x8 @ BOTTOM OF
DBL. TOP PLATE
4x8
3 1/2" x 9 1/2" LVL
(2) 2x6 MULLION
BETWEEN WINDOWS
ATTIC
ACCESS
ATTIC
ACCESS
DO NOT PLACE TRUSS
ON VENTING WALL,
OFFSET IN B UNIT
PRESSURE BLOCK OR HARDWARE H2.5 OR H1 @ 2x6
COMMON WALL, EACH SIDE. DISCONTINUOUS
TRUSSES @ WALL, SEE SECTION
CLIP @ TOP OF WALL W/ HARDWARE H1 W/2x4 BLOCK
ROW @ 2' OFF OF 2x4 WALL
14" ROOF JOISTS (VERIFY SIZE W/ TRUSS MANU.) @ 24" O.C.
HUC HANGER
2x6 @ 24" OVERBUILD
W/ SUPPORT @
6'-0" O.C., TYP
ENGINEERED JACK TRUSSES
@ 24" O.C.
ENGINEERED JACK TRUSSES
@ 24" O.C.
1/2" OSB PATTERN UNBLOCKED
W/8d @ 6" O.C. EDGES & 8d @ 12"
O.C. FIELD NAILING. USE PLY-CLIPS
@ MIDSPAN. INSTALL SHEETS
PERPENDICULAR TO STRUCTURAL
FRAMING.
ATTIC ACCESSES TO BE 20"
MIN. IN HEIGHT, STRUCTURAL
W/ NO OBSTRUCTIONS ABOVE
MIN. 30", TYP.
3 1/2" x 9 1/2" LVL
4x8 HEADER
(2) 2x6 MULLION
BETWEEN WINDOWS
(2) 2x6 MULLION
BETWEEN WINDOWS
1 3/4" x 11 7/8" LVL LEDGER W/ (4)
SDS 1/4" x 5" WOOD SCREWS @ 16"
O.C. TYP. INTO STUDS
4x8
4x8
4x8 4x8
4x8
4x8
6"
1'-0"
TYP
TYP @ SHED
1'-0"
1'-0"
TYP.
TYP.
4x8
4x8
4x8
4x8
4x8
BOX GIRDER TRUSS ON CENTERLINE, SEE SECTION
4x8
4x8
4x8
14" ROOF JOISTS (VERIFY SIZE W/ TRUSS MANU.) @ 24" O.C.
ENGINEERED JACK TRUSSES
@ 24" O.C.
ENGINEERED JACK TRUSSES
@ 24" O.C.
CLIP @ TOP OF WALL W/ HARDWARE H1 W/2x4 BLOCK
ROW @ 2' OFF OF 2x4 WALL
4x8 @ BOTTOM OF
DBL. TOP PLATE
3 1/2" x 11 7/8" LVL
3 1/2" x 11 7/8" LVL
1 3/4" x
11 7/8" LVL
1 3/4" x 11 7/8" LVL
4x8 POST STACKED 1st
AND 2nd FLOORS
4x4 POSTS
6x6 POST
MSTC28 MSTC28
VERIFY ALL LOCATIONS
OF PLUMBING FIXTURES.
4x8 HEADER 3 1/2" x 9 1/2" LVL
(2) 2x6 MULLION
BETWEEN WINDOWS
4x8
4x8
4x8 4x8
LANDING
BOX BEAM
WHERE FLOOR JOISTS BEAR ON WALL, THE WALL ABOVE IT WILL BE REDUCED IN HEIGHT BY
5
8"
WHERE FLOOR JOISTS BEAR ON WALL, THE WALL ABOVE IT WILL BE REDUCED IN HEIGHT BY
5
8"
WHERE FLOOR JOISTS BEAR ON WALL, THE WALL ABOVE IT WILL BE REDUCED IN HEIGHT BY
5
8"
HGA 10-SDS BEAM
TO TOP PLATE
HGA 10-SDS BEAM
TO TOP PLATE
3
1
2" x 9
1
2" M.L. 1.9E
3
1
2" x 9
1
2" M.L. 1.9E
3
1
2" x 9
1
2" M.L. 1.9E
3
1
2" x 9
1
2" M.L. 1.9E
S2.1
FLOOR FRAMING PLAN
1/4"=1'-0"
VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION
SURFACE EXCEEDS 8".
DOORS IF THE DISTANCE FROM THRESHOLD TO WALK
36" x 36" LANDINGS ARE REQUIRED AT EXTERIOR
GRADE FOR FROST PROTECTION.
ALL BEARING FOOTINGS MUST BE 24" BELOW FINISH
ALL CONSTRUCTION MUST MEET 2015 OR MOST CURRENT
GENERAL NOTES:
FRAMING TO BE DOUGLAS FIR #2 OR BETTER.
B.
IBC REQUIREMENTS.
I.
G.
H.
F.
C.
D.
E.
A.
ALL SLABS TO BE POURED OVER ADEQUATELY
COMPACTED SAND AND GRAVEL AND VAPOR BARRIER
FOUNDATION TO MEET ALL MINIMUM CODES
PERIMETER INSULATION TO MEET ENERGY CODES
PERIMETER FOOTING DRAIN AS NEEDED
FLOOR/
ROOF
FRAMING
PLANS
J. ALL HEADERS (2) 2x8, U.N.O.
DUE TO VARYING CODES AND LOADS, STRUCTURAL
ENGINEERING REQUIRED EACH TIME PLAN IS REUSED.
ENGINEERING STAMP ONLY APPLIES TO THE JOB
LOCATION WRITTEN UNDERNEATH THE STAMP.
ROOF FRAMING PLAN
1/4"=1'-0"
K. PROVIDE TOP FLANGE JOIST HANGERS, TYP.
L. TYP. POST @ BEAM GIRDER BEARING TO BE 6x6 U.N.O.
SEE SHEAR PLANS FOR ADDITIONAL CALLOUTS
M. SEE ELEVATIONS FOR ROOF VENT LOCATIONS
N. VERIFY ALL PLUMBING LOCATIONS PRIOR TO LAYOUT
LEGEND:
BEARING WALL BELOW
1 HOUR PARTITION WALL
VERIFY MIN. ATTIC VENTING REQUIRED
569 SFT / 150= 3.79 SFT.
UNIT A:
ATTIC VENTING:
3.79 SFT x 144 SQ. IN= 545.76 SQ. IN
272.88 SQ. INCHES @ RIDGE
272.88 SQ. INCHES @ EAVE
719 SFT / 150= 4.79 SFT.
UNIT B:
4.79 SFT x 144 SQ. IN= 690.24 SQ. IN
345.12 SQ. INCHES @ RIDGE
345.12 SQ. INCHES @ EAVE
Sheet Number
Sheet Title
Project Data
Project No.:
Date:
Drawn By:
Checked By:
E-Mail: rmsLabrie@yahoo.com
Cellular phone: (208) 890-0218
2115 Heights Dr.
Boise, Idaho 83702
C
IN THE PLAN PRIOR TO CONSTRUCTION,
OMISSIONS, AND/OR PROPOSED CHANGES
STUDIO L ARCHITECTURE OF ANY ERRORS,
VERIFIED BY CONTRACTORS PRIOR TO
ALL DRAWINGS TO BE REVIEWED AND
OR FABRICATION.
CONSTRUCTION, NOTIFY
Copyright 2019 These Documents,
as instruments of service, whether
the Project for which they are made
is executed or not, SHALL NOT BE
USED BY ANY PERSON OR ENTITY
WITHOUT THE WRITTEN CONSENT
OF Studio L Architecture. These
Documents are and shall remain the
property of the Architect.
Studio L
Architecture
9.28.19
1934
Addenda / Revisions
RGL
RGL
Connor Square- 4 plex... AB units
Architect: Robin Gates 208.890.0218
Owner/Builder: TracyRobertson 208.631.0712
604/528 W. Broadway Ave., Meridian, Idaho
04/07/22
A-2022-0061
PLUMBING FIXTURES
TYP.
S2.0
A
TYP.
S2.0
A
TYP.
S2.0
A
TYP.
2'-3" SQR. x 10" w/(4)
#4 EACH WAY, 3"
CLR TO BOTTOM OF
FOOTING, TYP OF 4
4x4 POSTS
6x6 POST
3" RIGID INSULATION @ PERIMETER
FOUNDATION, R-15, TYP.
18" x 10" W/(2) #4
24" x 10" W/(3) #4
24" x 10" W/(3) #4
2'-3" SQR. x 10" w/(4)
#4 EACH WAY, 3"
CLR TO BOTTOM OF
FOOTING, TYP OF 4
4x4 POSTS
6x6 POST
8" STEM WALL
4x4 POST
4x4 POST
16'-61
4"
(2) #4 CONT.
SEE SHEET S2.2,
SHEAR PLAN FOR
EXACT LOCATION
OF HOLDDOWNS
2'-51
2"
2" RIGID INSULATION
4" CONC. PAD
@ A/C, SEE HVAC
4" CONC.
PATIO
4" CONC.
PATIO
4" CONC.
PATIO
4" CONC.
PATIO
4" CONC.
PATIO
4" CONC.
PATIO
4" CONC.
PATIO
8" THICKENED SLAB
@ ALL DOOR/SLIDER
OPENINGS
1'-2"
6'-71
4"
6" 1'-2"
4" CONC. PAD
@ A/C, SEE HVAC
CENTERLINE OF
COMMON WALL
3'-71
2"
5'-6"
6'-7" 6'-7"
4" CONC. PAD
@ A/C, SEE HVAC
6x6 POST
2'-3" SQR. x 10" w/(4)
#4 EACH WAY, 3"
CLR TO BOTTOM OF
FOOTING, TYP OF 4
11'-5" 5'-11"
4'-8
1
4" 9'-4
1
4" 3'-7
1
2"
5'-11"
10'-3"
3'-71
2" 9'-4
1
4" 4'-8
1
4"
21'-0" 21'-0"
S2.0
FOUNDATION PLAN
1/4"=1'-0"
VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION
SURFACE EXCEEDS 8".
DOORS IF THE DISTANCE FROM THRESHOLD TO WALK
36" x 36" LANDINGS ARE REQUIRED AT EXTERIOR
GRADE FOR FROST PROTECTION.
ALL BEARING FOOTINGS MUST BE 24" BELOW FINISH
ALL CONSTRUCTION MUST MEET CURRENT 2015 IBC
GENERAL NOTES:
FRAMING TO BE DOUGLAS FIR #2 OR BETTER.
B.
REQUIREMENTS.
I.
G.
H.
F.
C.
D.
E.
A.
ALL SLABS TO BE POURED OVER ADEQUATELY
COMPACTED SAND AND GRAVEL AND VAPOR BARRIER
FOUNDATION TO MEET ALL MINIMUM CODES
PERIMETER INSULATION TO MEET ENERGY CODES,
TYP. FOUNDATION PERIMETER FOOTING DRAIN AS NEEDED
A N.T.S.
FOUND-
ATION
PLAN
DUE TO VARYING CODES AND LOADS, STRUCTURAL
ENGINEERING REQUIRED EACH TIME PLAN IS REUSED.
ENGINEERING STAMP ONLY APPLIES TO THE JOB
LOCATION WRITTEN UNDERNEATH THE STAMP.
SEE S2.2 FOR HOLDDOWN
LOCATIONS/SHEAR CALLOUTS
VERIFY W/ MANUAL J
J. FLUSH STOOP @ FRONT DOOR
Sheet Number
Sheet Title
Project Data
Project No.:
Date:
Drawn By:
Checked By:
E-Mail: rmsLabrie@yahoo.com
Cellular phone: (208) 890-0218
2115 Heights Dr.
Boise, Idaho 83702
C
IN THE PLAN PRIOR TO CONSTRUCTION,
OMISSIONS, AND/OR PROPOSED CHANGES
STUDIO L ARCHITECTURE OF ANY ERRORS,
VERIFIED BY CONTRACTORS PRIOR TO
ALL DRAWINGS TO BE REVIEWED AND
OR FABRICATION.
CONSTRUCTION, NOTIFY
Copyright 2019 These Documents,
as instruments of service, whether
the Project for which they are made
is executed or not, SHALL NOT BE
USED BY ANY PERSON OR ENTITY
WITHOUT THE WRITTEN CONSENT
OF Studio L Architecture. These
Documents are and shall remain the
property of the Architect.
Studio L
Architecture
9.28.19
1934
Addenda / Revisions
RGL
RGL
Connor Square- 4 plex... AB units
Architect: Robin Gates 208.890.0218
Owner/Builder: TracyRobertson 208.631.0712
604/528 W. Broadway Ave., Meridian, Idaho
04/07/22
A-2022-0061
P.T. 2x6 SILL PLATE W/ SILL
GASKET & A-BOLT
12
6
TRUSS TIES PER TRUSS
MANU.
R-21 INS
5
8" TYPE 'X' GYP. BOARD
MUST BE CONTINUOUS TO
ROOF SHEATHING
CONTINUOUS DOUBLE TOP PLATE.
SECOND TOP PLATE TO BE
7
8" OSB/PLY
SHEATHING, 8' LENGTHS, STAGGER JOINTS
FROM FIRST TOP PLATE JOINTS
FILLER
CONT. SUBFLOOR
SHEATHING TO
BEAR ON BLKG
WALL HEIGHT TO BE REDUCED BY
5
8"
@ UPPER FLOOR
HDR, SEE S2.1
2" RIGID R-10 INS.
HORIZ. SIDING O/
WALL SHEATHING
O/ 2x6 STUDS @
16" O.C. W/
R-21INSULATION
PAINTED
3
8" SOFFIT
BD.
2x4 SUB FASCIA
2x6 @ 24" O.C.
OVERBUILD
14" ROOF JOIST W/
R-38 INSULATION
H1 CLIP TYP. @ TRUSS
BEARING
CONT. RIM BD.
5/8" TYPE 'X' GYP. BD
O/6 MIL. VAPOR BARRIER
4" CONCRETE SLAB POURED
O/15 MIL. POLYETHELENE VAPOR
BARRIER O/ 6" WELL COMPACTED
AGGREGATE BASE
DBL 2x6 TOP PLATE
INSULATION BAFFLE
P.T. 2x6 SILL PLATE W/ SILL
GASKET & A-BOLT
CONCRETE FOOTING
& STEM WALL PER
ENGINEERING
ENGINEERED WOOD TRUSSES
@ 24" O.C. W/ R-38
INSULATION, AIR GAP
BETWEEN TRUSSES
PROVIDE DRAFT
STOP EVERY 10'
MAX HORIZ.
5/8" DIA. x 10"
ANCHOR BOLTS @
48" O.C.,
2x4 SUB FASCIA W/
3
4" FASCIA
BD. W/ SOFFIT VENTS
SIDING O/ WALL SHEATHING
O/2x6 STUDS @ 16" O.C. O/
'ESP LOW-E HOUSEWRAP" W/
R-21 WALL INSULATION, TYP
@ EXTERIOR WALLS
3/4" FLOOR
SHEATHING O/
11 7/8" FLOOR
JOISTS, SEE S2.1
5/8" TYPE 'X' GYP. BD
2" RIGID INSULATION
R-10
H1 CLIP TYP. @
TRUSS BEARING @
DBL TOP PLATE
TO TRUSS
5/8" TYPE 'X' GYP.
BD O/ 6 MIL.
VAPOR BARRIER
ENERGY HEEL AS
REQUIRED BY CODE
2x TRUSS BLOCKING ,
NOTCHED FOR
VENTILATION
PREFINISHED CONT.
METAL DRIP
PREFINISHED
ALUMNINUM GUTTER
AND DOWNSPOUT
ASPHALT SHINGLES O/15#
FELT O/ ROOF SHEATHING
FLASHING @ WALL TO
ROOF CONNECTIONS
INSULATION BAFFLE
R-21 INS. @ TOP PLATE/
TRUSS HEEL
4" CONCRETE SLAB
POURED O/15 MIL.
POLYETHELENE
VAPOR BARRIER O/ 6"
WELL COMPACTED
AGGREGATE BASE
CONCRETE FOOTING
& STEM WALL PER
ENGINEERING
P.T. 2x6 SILL PLATE W/ SILL
GASKET & A-BOLT
5/8" DIA. x 10" ANCHOR BOLTS
@ 48" O.C.
CONTINUOUS 1 3/4" x 11
7/8" LVL LEDGER BOARD
(4) SDS25500 1/4" x 5" WOOD
SCREWS @ 16" O.C. INTO STUDS
MECHANICAL CHASE
LPI JOISTS,
SEE 1-A4.1
2x4 SOFFIT FRAMING
10"
3" CLR
(3) #4 CONT.
2'-0"
ASPHALT SHINGLES O/15#
FELT O/ ROOF SHEATHING
ENGINEERED ROOF TRUSSES
@ 24" O.C. W/R-38INS.
ENGINEERED 2x BOX GIRDER
BEAM W/
5
8" TYPE 'X' GYP.
BOARD ON BOTH SIDES,
CONT. TO ROOF SHEATHING
BLOCKING @ TOP & BOTTOM
OF BOX BEAM, BEAM ENTIRE
LENGTH OF FIRE WALL
WP 3380: 1 HOUR FIRE WALL
2x4 WOOD STUDS @ 16" O.C. STAGGERED
8" O.C. ON 2x6 WOOD PLATES, (2)
THICKENESS OF 3
1
2" FIBERGLASS BATT
INSULATION (INTERIOR) &
5
8" TYPE 'X'
GYPSUM WALLBOARD APPLIED EACH SIDE
PARALLEL OR AT RIGHT ANGLES W/ 6d
COATED NAILS, 1
7
8" LONG, 0.0915" SHANK,
1
4" HEADS, 7" O.C., JOINTS STAGGERED 16"
ON OPPOSITE SIDES. HORIZONTAL BRACING
REQUIRED AT MID-HEIGHTS. SEE DETAIL
A2.0, MIN SOUND STC OF 50
5/8" TYPE 'X' GYP. BD O/ 6 MIL.
VAPOR BARRIER
3/4" FLOOR SHEATHING
O/ 11 7/8" FLOOR
JOISTS, SEE S2.1
4" CONCRETE SLAB POURED
O/15 MIL. POLYETHELENE VAPOR
BARRIER O/ 6" WELL COMPACTED
AGGREGATE BASE
BLOCKING AS
SHOWN
5
8" TYPE 'X' GYP.
WHERE SHOWN
(2) 2x6 DBL
TOP PLATE
P.T. 2x6 SILL PLATE W/ SILL
GASKET & A-BOLT
DBL 2x6 TOP PLATES
2x BLOCKING @ LOWER ROOF
BLOCKING
2x6 SILL
PLATE
5
8" TYPE 'X' GYP. BOARD
MUST BE CONTINUOUS TO
ROOF SHEATHING
5
8" TYPE 'X' GYP
BD CONT. ABOVE MECH.
CHASE
VERIFY
14" HEEL
(2) LAYERS 5/8"
TYPE 'X' GYP. WALL
BOARD @
MECHANICAL ROOM
CEILING & COMMON
WALL
MECH ROOM
B UNIT
OVERBUILT
PROVIDE DRAFT STOP EVERY
10' MAX HORIZ.
ALL PENETRATIONS TO BE
FIRE RATED
5/8" TYPE 'X' GYP.
BD O/ 6 MIL.
VAPOR BARRIER
2x6 BLOCKING
12"
2x6 @ 16" O.C. W/
R-19 BATT AND
(1)
5
8" FIRECODE
CORE
GYPSUM
SHEATHING
WALL
DETAILS
1 HR. PARTITION WALL A4.4
4 WALL 3/4"=1'-0" DETAIL 5 3/4"=1'-0"
WALL DETAIL
1 HR. PARTITION 3 3/4"=1'-0"
1 MECH. 3/4"=1'-0" WALL 2 3/4"=1'-0"
Sheet Number
Sheet Title
Project Data
Project No.:
Date:
Drawn By:
Checked By:
E-Mail: rmsLabrie@yahoo.com
Cellular phone: (208) 890-0218
2115 Heights Dr.
Boise, Idaho 83702
C
IN THE PLAN PRIOR TO CONSTRUCTION,
OMISSIONS, AND/OR PROPOSED CHANGES
STUDIO L ARCHITECTURE OF ANY ERRORS,
VERIFIED BY CONTRACTORS PRIOR TO
ALL DRAWINGS TO BE REVIEWED AND
OR FABRICATION.
CONSTRUCTION, NOTIFY
Copyright 2019 These Documents,
as instruments of service, whether
the Project for which they are made
is executed or not, SHALL NOT BE
USED BY ANY PERSON OR ENTITY
WITHOUT THE WRITTEN CONSENT
OF Studio L Architecture. These
Documents are and shall remain the
property of the Architect.
Studio L
Architecture
9.28.19
1934
Addenda / Revisions
RGL
RGL
Connor Square- 4 plex... AB units
Architect: Robin Gates 208.890.0218
Owner/Builder: TracyRobertson 208.631.0712
604/528 W. Broadway Ave., Meridian, Idaho
04/07/22
A-2022-0061
Documents are and shall remain the
property of the Architect.
Studio L
Architecture
9.28.1 9
1 934
Addenda / Revisions
RGL
RGL
Connor Square- 4 plex... AB units
Architect: Robin Gates 208.890.021 8
Owner/Builder: TracyRobertson 208.631 .071 2
604/528 W. Broadway Ave., Meridian, Idaho
04/07/22
A-2022-0061
ALL DRAWINGS TO BE REVIEWED AND
OR FABRICATION.
CONSTRUCTION, NOTIFY
Copyright 2019 These Documents,
as instruments of service, whether
the Project for which they are made
is executed or not, SHALL NOT BE
USED BY ANY PERSON OR ENTITY
WITHOUT THE WRITTEN CONSENT
OF Studio L Architecture. These
Documents are and shall remain the
property of the Architect.
Studio L
Architecture
9.28.19
1934
Addenda / Revisions
RGL
RGL
Connor Square- 4 plex... AB units
Architect: Robin Gates 208.890.0218
Owner/Builder: TracyRobertson 208.631.0712
604/528 W. Broadway Ave., Meridian, Idaho
04/07/22
A-2022-0061
A4.4
3
A4.4
4
DESK
4'-53
4"
30"
14 1/2"
x 20 1/2"
RETURN
AIR
14 1/2"
x 20 1/2"
RETURN
AIR
TOP OF TOP PLATE TOP OF TOP PLATE
3" MIN
3"
INSIDE OF EXTERIOR WALL
11 7/8" HVAC
CHASE
WALL STUDS
3" MIN. CLR
3"
11 7/8" x 20"
SOFFIT
BLDG.
SECTIONS
A4.1
A1/BUILDING 2" =1'-0" SECTION
RETURN AIR
2 1/2" =1'-0"
1MECH SOFFIT
1/2" =1'-0"
Sheet Number
Sheet Title
Project Data
Project No.:
Date:
Drawn By:
Checked By:
E-Mail: rmsLabrie@yahoo.com
Cellular phone: (208) 890-0218
2115 Heights Dr.
Boise, Idaho 83702
C
IN THE PLAN PRIOR TO CONSTRUCTION,
OMISSIONS, AND/OR PROPOSED CHANGES
STUDIO L ARCHITECTURE OF ANY ERRORS,
VERIFIED BY CONTRACTORS PRIOR TO
ALL DRAWINGS TO BE REVIEWED AND
OR FABRICATION.
CONSTRUCTION, NOTIFY
Copyright 2019 These Documents,
as instruments of service, whether
the Project for which they are made
is executed or not, SHALL NOT BE
USED BY ANY PERSON OR ENTITY
WITHOUT THE WRITTEN CONSENT
OF Studio L Architecture. These
Documents are and shall remain the
property of the Architect.
Studio L
Architecture
9.28.19
1934
Addenda / Revisions
RGL
RGL
Connor Square- 4 plex... AB units
Architect: Robin Gates 208.890.0218
Owner/Builder: TracyRobertson 208.631.0712
604/528 W. Broadway Ave., Meridian, Idaho
04/07/22
A-2022-0061
"A" ENTRY/ "B" SIDE ELEVATION
1 /4" =1 '-0"
CONFIRM ACCURACY OF ALL DIMENSIONS PRIOR TO CONSTRUCTION
FLASH AND COUNTERFLASH ALL WALL TO ROOF CONNECTIONS
ELEVATION NOTES:
VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION
AS NECESSARY
C.
A.
B.
ARCHITECTURAL ASPHALT SHINGLES O/ 1 5# FELT PAPER
ELEVATION KEYNOTES
BOARD AND BATT (OR SHAKE SIDING) T.B.D. BY BUILDER,
RECTANGULAR ATTIC VENTS, PAINTED
2. ROOF VENTS (1 6 TOTAL)
3.
1 .
4.
5.
6.
7. HORIZONTAL LAP SIDING , WOOD GRAIN FINISH, PAINTED
8. 4" TRIM (WOOD GRAIN) @ CORNERS/WINDOWS/DOORS
9. 1 0" PAINTED TRIM, CENTERED ON WINDOW
1 0.
6"LP SMART TRIM PAINTED FASCIA W/ ALUMINUM GUTTER
3/4" PAINTED SOFFIT BOARD
CONCRETE STOOP/PATIO
D. COLORS TO BE DETERMINED BY BUILDER
PAINTED, WOOD GRAIN
1 1 . 1 2" PAINTED TRIM
1 2. HAND STACKED SHED ROOF
Sheet Number
Sheet Title
Project Data
Project No.:
Date:
Drawn By:
Checked By:
E-Mail: rmsLabrie@yahoo.com
Cellular phone: (208) 890-021 8
21 1 5 Heights Dr.
Boise, Idaho 83702
C
IN THE PLAN PRIOR TO CONSTRUCTION,
OMISSIONS, AND/OR PROPOSED CHANGES
STUDIO L ARCHITECTURE OF ANY ERRORS,
VERIFIED BY CONTRACTORS PRIOR TO
ALL DRAWINGS TO BE REVIEWED AND
OR FABRICATION.
CONSTRUCTION, NOTIFY
Copyright 201 9 These Documents,
as instruments of service, whether
the Project for which they are made
is executed or not, SHALL NOT BE
USED BY ANY PERSON OR ENTITY
WITHOUT THE WRITTEN CONSENT
OF Studio L Architecture. These
Documents are and shall remain the
property of the Architect.
Studio L
Architecture
9.28.1 9
1 934
Addenda / Revisions
RGL
RGL
Connor Square- 4 plex... AB units
Architect: Robin Gates 208.890.021 8
Owner/Builder: TracyRobertson 208.631 .071 2
604/528 W. Broadway Ave., Meridian, Idaho
NORTH ELEVATION EAST ELEVATION
WEST ELEVATION SOUTH ELEVATION
04/07/22
A-2022-0061
2x6
2468
2x6
2468
DESK
32" HIGH
VINYL
CARPET
CARPET
VINYL
CLOSET
5 SHS.
VINYL
PLASTIC GROMMETS
PROVIDE 2x6 @
INTERIOR HEADER
FOR FUTURE BLIND
INSTALLATION
WOODEN HANDRAIL
@ 36" ABOVE TREAD
2868
5
8" TYPE 'X' GYP. BD.
CONT. BEHIND
TUB TO FLR, SEE
DETAILS A3.0
GROMMET
FIRE
EXTINGUISHER
2x6
4" CURB WALL
TUB/SHWR
DUCT CHASE @ FLOOR LEVEL 24"
WIDE, SEE DETAIL 2-A4.1
5/8" GYP. BD.
@ MECH
FURN
WH
OPEN TO BELOW
BEDROOM
8' CLG
BATH #2
8' CLG
2668
2668
20 MINUTE
CUSTOM DOOR
32" x 70" RO-OP
2668
CLOSET
8' CLG
R & S
6040 SLDR
2x6
DN 15R
SD SD
MECH
2x6
WOODEN HANDRAIL MOUNTED 36" ABOVE TREAD
2x4 HALF
WALL @ 42"
CARPET
VINYL
22" x 30"
ATTIC
ACCESS
PANEL
5
8" TYPE 'X'
GYP. BD.
CONT. BEHIND
TUB TO FLR,
SEE DETAILS
A3.0
1 HOUR WALL: WP 3380
1 HOUR WALL: WP 3370
ELEC.
RANGE
REF.
2x6
22" MDF
COUNTER
2868
SHWR/
TUB
INSERT
BATH #1
8' CLG
STACKED
W/D
DESK
6068 SLDR
CONCRETE PATIO
3068
MECHANICAL
2x6 WALL @ 42" TALL
RAISED BAR
DW
4x8 BLOCK FOR
NEWEL POST
HALF WALL W/RAILING
2468
CLOSET
2668
CENTERED
IN HALL
PANTRY
SOFFIT @ 20" WIDE X 11
7/8" TALL, SEE 1-A4.1
2650 SH 2650 SH 2650 SH
1 HOUR WALL : WP3380
1 HOUR WALL: WP 3370
3068
SINGLE LAYER 1/2" FIRE
TREATED PLY @ MECH
UNIT /SHARED WALL
KITCHEN
8' CLG
LIVING
8' CLG
ENTRY
VINYL
UP 15R
2x6
2x6
2x6
2x6
TV NOOK
8' CLG
VINYL
CARPET
PROVIDE 2x6 @
INTERIOR HEADER
FOR FUTURE BLIND
INSTALLATION
WOODEN HANDRAIL
@ 36" ABOVE RISER
5
8" TYPE 'X' GYP.
BD. CONT.
BEHIND TUB
TO FLR
32" HIGH
GROMMET
BEDROOM #1
8' CLG
2468
6040 SLDR
2668
2668
6068 BYPASS
6068 BYPASS
5040 SLDR
BEDROOM #2
8' CLG
DN 15R
TUB/
SHWR
INSERT
BATH #2
8' CLG
1 HOUR WALL: WP 3380
1 HOUR WALL: WP 3380
SINGLE LAYER 1/2" FIRE
TREATED PLY @ 4'-0"
FLAT 2x4 WALL
FRAMING @ CHASE
SD
SD SD
HANDRAIL PER CODE
R & S
R & S
CARPET
CARPET
VINYL
ATTIC
ACCESS
5
8" TYPE 'X' GYP. BD.
CONT. BEHIND
TUB TO FLR
30'-0"
1 3'-93
4"
9'-21
4"
2'-7" 3'-1 " 3'-1 1
3
4"
30'-0"
7'-0" 4'-0" 1 9'-0"
1 1 '-71
2" 7'-4
1
2"
4'-1 " 2'-9" 2'-9" 2'-0
1
2"
5'-03
4" 2'-3
3
4"
25'-0"
1 1 '-31
4"
4'-21
2" 4'-2
1
4" 5'-4"
5'-4"
25'-0"
3'-0" 8'-0" 1 0'-0" 4'-0"
5'-91
2"
6'-1
3
4"
3
' x 4'
CONC.
STOOP
FRESH
AIR
7'-0"
2'-51
2"
5'-0"
3'-6"
4'-31
2"
3'-4
1
4"
C
L OF COMMON
WALL
CL
OF COMMON
WALL
22'-0"
22'-0"
8'-0" 1 4'-0"
6'-1 3
4" 7'-1 0
1
4"
1 1 1
4"
1 '-5
3
4"
30'-0"
7'-0" 23'-0"
23'-0"
6'-0" 1 7'-0"
8'-71
4" 8'-4
3
4"
1 3'-2
1
2"
2'-91
2"
3'-51
2"
5'-4"
2'-5"
8'-61
2" 2'-3
1
4"
2'-6"
2'-31
2"
3'-41
4"
9'-21
4"
8'-9
1
2"
1 3'-21
2"
3'-5 5'-0" CLR
1
2"
CL
OF COMMON
WALL
CL
OF COMMON
WALL
3'-81
2"
30'-0"
1 '-2" 1 1 '-6
1
4" 4'-1
1
2"
4'-2" 3'-7"
4'-0" 21 '-0"
30'-0"
3'-6" 5'-6" 8'-6" 6'-0" 6'-6"
3'-1 3
4"
3'-41
2"
4'-3" 4'-3"
25'-0"
2'-0" 2'-0" 1 3'-0"
3'-9" 2'-9" 2'-9" 3'-9"
4'-71
2"
2'-21
2"
1 1 '-1
1
4"
3'-0" 3'-1 "
1 2'-21
4"
8'-93
4"
4'-1 01
2"
9'-41
4" 3'-0
3
4" 3'-9"
7'-1 1 /4"
7'-0 3/4"
6'-1 0"
3'-7"
2'-9" 4'-2"
21 '-0"
1 5'-73
4"
5'-41
4"
30'-0"
23'-71
2" 6'-4
1
2"
21 '-0"
6'-3
1
2" 1 2'-6
1
4"
8'-43
4"
4'-5"
1 1 '-8"
30'-0"
1 4'-2"
3'-3"
FRESH
AIR
5'-0" CLR
6'-41
2" 3'-1
1
4"
1 '-2"
C
L
CL
C
L OF COMMON
WALL
1
A4.4
1 1 '-21
4"
5'-51
4"
5'-0" CLR
3'-4"
3'-0" CLR
1 1
2"
1 1
2"
WOOD HANDRAIL
WALL BRACKET
EDGE OF WALL
34" -38" OFF TREAD
@ 4' O.C. MAX.
WALL BRACKET CONNECTIONS
PER MANUFACTURER,
200 # MIN. CAPACITY
(2) 2x4 BLOCKING @ BRACKET
LOCATIONS W/ HUC 24-2 EACH END
34"-38"
2" RAIL
BALUSTERS,
@ 4" O.C. W/
< 4" CLR
2" RAIL
<4" DIA.
OPENING
STAIRS
PLAN A- MAIN FLOOR
1 /4"=1 '-0"
A2.1
3
FLOOR
PLANS
21/PLAN 4"=1 '-0" A- UPPER FLOOR
1 PLAN 1 /4"=1 '-0" B- MAIN FLOOR
41/PLAN 4"=1 '-0" B- UPPER FLOOR
463 SFT 432 SFT 61 0 SFT
409 SFT
A A
B
B
HANDRAIL DETAIL
NTS
GUARDRAIL DETAIL
NTS
STRUCTURAL STAMP
IS ONLY FOR
HANDRAIL DETAIL
Sheet Number
Sheet Title
Project Data
Project No.:
Date:
Drawn By:
Checked By:
E-Mail: rmsLabrie@yahoo.com
Cellular phone: (208) 890-021 8
21 1 5 Heights Dr.
Boise, Idaho 83702
C
IN THE PLAN PRIOR TO CONSTRUCTION,
OMISSIONS, AND/OR PROPOSED CHANGES
STUDIO L ARCHITECTURE OF ANY ERRORS,
VERIFIED BY CONTRACTORS PRIOR TO
ALL DRAWINGS TO BE REVIEWED AND
OR FABRICATION.
CONSTRUCTION, NOTIFY
Copyright 201 9 These Documents,
as instruments of service, whether
the Project for which they are made
is executed or not, SHALL NOT BE
USED BY ANY PERSON OR ENTITY
WITHOUT THE WRITTEN CONSENT
OF Studio L Architecture. These
Documents are and shall remain the
property of the Architect.
Studio L
Architecture
9.28.1 9
1 934
Addenda / Revisions
RGL
RGL
Connor Square- 4 plex... AB units
Architect: Robin Gates 208.890.021 8
Owner/Builder: TracyRobertson 208.631 .071 2
604/528 W. Broadway Ave., Meridian, Idaho
VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION.
BUILDING CODES AND REGULATIONS. (IBC 201 5)
GENERAL NOTES
INSULATION:
CONSTRUCTION TO MEET ALL LOCAL AND NATIONAL
ALL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ 1 6"
ALL EXTERIOR WALLS TO BE 2x6 WOOD STUDS @ 1 6" O.C.
5/8" TYPE 'X' GYPSUM WALLBOARD ON ALL INTERIOR WALLS AND
CEILINGS, U.N.O.
6.
5.
4.
O.C., UN.O.
2.
3.
1 .
EXCEPT COMMON WALL
WINDOW AND DOOR SIZES: EXAMPLE, 3068= 3'-0" WIDE X 6'-8" TALL
ALL WINDOW HEADERS @:
7. TYPE 'X' GYP. BOARD @ USABLE SPACE UNDER STAIRS
8.
9. MUST MEET IECC 201 5. MECHANICAL INSTALLER TO SUPPLY HEATING AND
COOLING LOADS CALCS. (MANUAL J/D) PROVIDE ADJUSTABLE
BALANCING DAMPERS IN EACH INDIVIDUAL DUCT. PROVIDE
PROGRAMMABLE THERMOSTAT. PERFORM DUCT BLAST TEST.
1 0. CARBON MONOXIDE DETECTOR AT HALLWAY
UPPER FLOOR @ 7'-0"
MAIN FLOOR @ 6'-8"
OUTSIDE BEDROOMS
R-38 ROOF INSULATION
R-21 WALL INSULATION
2' OF R-1 0 INSULATION @ PERIMETER OF SLAB
1 1 . CONFORM TO REQUIREMENTS & GUIDELINES OF A.D.A. AND FAIR HOUSING
ACT AS APPLICABLE.
1 2. MOUNT (1 ) FIRE EXTINGUISHER W/ MIN. RATING OF 2A-1 0BC @
EXTERIOR OF BUILDING WHERE SHOWN
1 3. ALL MILLWORK DETAILS AND ROUGH OPENINGS TO BE PROVIDED BY
THE BUILDER.
04/07/22
A-2022-0061
5.
4.
O.C., UN.O.
2.
3.
1 .
EXCEPT COMMON WALL
SQUARE FOOTAGES
MAIN LEVEL 631 S.F.
UNIT A:
WINDOW AND DOOR SIZES: EXAMPLE, 3068= 3'-0" WIDE X 6'-8" TALL
ALL WINDOW HEADERS @:
7. TYPE 'X' GYP. BOARD @ USABLE SPACE UNDER STAIRS
8.
9. MUST MEET IECC 201 5. MECHANICAL INSTALLER TO SUPPLY HEATING AND
COOLING LOADS CALCS. (MANUAL J/D) PROVIDE ADJUSTABLE
BALANCING DAMPERS IN EACH INDIVIDUAL DUCT. PROVIDE
PROGRAMMABLE THERMOSTAT. PERFORM DUCT BLAST TEST.
1 0. CARBON MONOXIDE DETECTOR AT HALLWAY
UPPER FLOOR @ 7'-0"
MAIN FLOOR @ 6'-8"
OUTSIDE BEDROOMS
R-38 ROOF INSULATION
R-21 WALL INSULATION
2' OF R-1 0 INSULATION @ PERIMETER OF SLAB
UPPER LEVEL 350 S.F.
TOTAL SQUARE FOOTAGE 981 S.F.
MAIN LEVEL 496 S.F.
UNIT B:
UPPER LEVEL 408 S.F.
TOTAL SQUARE FOOTAGE 904 S.F.
(3) "A" UNITS 2943 S.F.
TOTAL BUILDING:
(1 ) "B" UNITS 904 S.F.
TOTAL SQUARE FOOTAGE 3847 S.F.
1 1 . CONFORM TO REQUIREMENTS & GUIDELINES OF A.D.A. AND FAIR HOUSING
ACT AS APPLICABLE.
1 2. MOUNT (1 ) FIRE EXTINGUISHER W/ MIN. RATING OF 2A-1 0BC @
EXTERIOR OF BUILDING WHERE SHOWN
1 3. ALL MILLWORK DETAILS AND ROUGH OPENINGS TO BE PROVIDED BY
THE BUILDER.
A/C
A/C
FIRE SPRINKLER/MECHANICAL
ROOMS (TYP OF 4):
EXTERIOR WALLS TO BE 2x6
WOOD STUDS @ 1 6" O.C.
W/R-1 9 BATT INSULATION,
5
8"
FIRECODE CORE GYPSUM
SHEATHING ON EXTERIOR AND
5
8"
TYPE 'X' GYPSUM WALLBOARD ON
THE INTERIOR. (2) LAYERS OF
5
8"
TYPE 'X' GYP. BD @ CEILING. FIRE
CAULK ALL PENETRATIONS
PROVIDE SIGNAGE ON A VISIBLE
AREA OF WALL CLOSE TO THE
FIRE SPRINKLER ROOM STATING
"KEEP AREA AROUND FIRE
SPRINKLER EQUIPMENT FREE OF
OBSTRUCTION" LETTERS TO BE 1 "
MIN., METAL (TYP OF 2)
BUILDING IS SPRINKLERED
BUILDING IS
SPRINKLERED
1 HOUR WALL: WP 3370
1 HOUR WALL: WP 3380
WP 3380 DETAIL
1 HOUR FIRE WALL DETAIL
NOTE: ADD (2) 3
1
2" FIBER BATT INSULATION AS
NEEDED TO ACHIEVE MIN. STC OF 50
A
WP 3370 DETAIL
1 HOUR FIRE WALL DETAIL
NOTE: ADD (2) 3
1
2" FIBER BATT INSULATION AS
NEEDED TO ACHIEVE MIN. STC OF 50
1 HOUR WALL: WP 3370
FIRE RISER NOTES:
1
A4.3
A A
50 STC W/ INS. 50 STC W/ INS.
Sheet Number
Sheet Title
Project Data
Project No.:
Date:
Drawn By:
Checked By:
E-Mail: rmsLabrie@yahoo.com
Cellular phone: (208) 890-021 8
21 1 5 Heights Dr.
Boise, Idaho 83702
C
IN THE PLAN PRIOR TO CONSTRUCTION,
OMISSIONS, AND/OR PROPOSED CHANGES
STUDIO L ARCHITECTURE OF ANY ERRORS,
VERIFIED BY CONTRACTORS PRIOR TO
ALL DRAWINGS TO BE REVIEWED AND
OR FABRICATION.
CONSTRUCTION, NOTIFY
Copyright 201 9 These Documents,
as instruments of service, whether
the Project for which they are made
is executed or not, SHALL NOT BE
USED BY ANY PERSON OR ENTITY
WITHOUT THE WRITTEN CONSENT
OF Studio L Architecture. These
Documents are and shall remain the
property of the Architect.
Studio L
Architecture
9.28.1 9
1 934
Addenda / Revisions
RGL
RGL
Connor Square- 4 plex... AB units
Architect: Robin Gates 208.890.021 8
Owner/Builder: TracyRobertson 208.631 .071 2
604/528 W. Broadway Ave., Meridian, Idaho
04/07/22
A-2022-0061
S2.0: FOUNDATION PLAN AND DETAILS
REFERENCE CIVIL
SHEETS FOR
SITE PLAN AND
SIDEWALK
LOCATIONS
CODES
2015 IBC, 2012 IFC, 2015 IEEC, 2012 IMC, 2012 IFGC,
2009 ICC/ANSI A117.1, 2010 AMERICANS W/DISABILITY ACT,
2017 NEC, 2017 IDAHO STATE PLUMBING CODE
OCCUPANCY CLASSIFICATION: R-2
CONSTRUCTION TYPE: V-B
FULLY SPRINKLERED, PER CODE
OVERALL BUILDING HEIGHT 27'-6"
SITE PLAN
1"=20'-0"
NORTH
A4.3: BUILDING SECTIONS
W. BROADWAY AVE
C
Sheet Number
Sheet Title
Project Data
Project No.:
Date:
Drawn By:
Checked By:
E-Mail: rmsLabrie@yahoo.com
Cellular phone: (208) 890-0218
2115 Heights Dr.
Boise, Idaho 83702
C
IN THE PLAN PRIOR TO CONSTRUCTION,
OMISSIONS, AND/OR PROPOSED CHANGES
STUDIO L ARCHITECTURE OF ANY ERRORS,
VERIFIED BY CONTRACTORS PRIOR TO
ALL DRAWINGS TO BE REVIEWED AND
OR FABRICATION.
CONSTRUCTION, NOTIFY
Copyright 2019 These Documents,
as instruments of service, whether
the Project for which they are made
is executed or not, SHALL NOT BE
USED BY ANY PERSON OR ENTITY
WITHOUT THE WRITTEN CONSENT
OF Studio L Architecture. These
Documents are and shall remain the
property of the Architect.
Studio L
Architecture
9.28.19
1934
Addenda / Revisions
RGL
RGL
Connor Square- 4 plex... AB units
Architect: Robin Gates 208.890.0218
Owner/Builder: TracyRobertson 208.631.0712
604/528 W. Broadway Ave., Meridian, Idaho
C A
B
C
C
A
B
A
B
A
A
W. IDAHO AVE
558 W. Broadway Ave.
604 W. Broadway Ave.
528 W. Broadway Ave.
Bldg #3
Bldg #1
Bldg #2
#104 #103
#101 #102
#101
#104
#102 #103
#104 #103
#101 #102
FOR ROLL CARTS
TRASH ENCLOSURE
12' x 12' MIN. INTERIOR
4' x 8' (3) SIDED
CONC. SLAB FLOOR
FOR DUMPSTER
TRASH ENCLOSURE W/ 12' WIDE
GATE OPENING, 4" MIN. REINF. CONCRETE FLOOR
ADD A 3' WIDE MAN DOOR
04/07/22
A-2022-0061