HomeMy WebLinkAbout14_LSP_A305 Elevation-ExteriorMAIN LEVEL
0' - 0"
B.O. CLG - MAIN
9' - 0"
15
LOWER LEVEL
-8' - 7 3/4"
L. L. - B.O. CLG
-0' - 11 1/4"
24
T.O. GARAGE SLAB
-1' - 9"
3
3"
12"
NOTE:
ALL FINISHES TO REMAIN;
NEW FINSIHES TO MATCH EXISTING
01
01
D4
03
030303
03 03 03 03
02
02 02
01
4
A401
5
A401
03
S1 S1
S1
S1 S1 S1
S2 S2 S2 S2 S2 S2
@ INNER
WALL
S1
S1
S2 S2
MIN
4' - 0" W
@ INNER
WALL
S3S3S3S3S3 S3S3S3
S4 S4
S4
S4
STRUCTURAL NOTE:
SEE 2/S1.0 FOR NEW
STRUCTURAL FRAMING &
CONNECTIONS
MAIN LEVEL
0' - 0"
B.O. CLG - MAIN
9' - 0"
B
LOWER LEVEL
-8' - 7 3/4"
L. L. - B.O. CLG
-0' - 11 1/4"
CDE A
T.O. GARAGE SLAB
-1' - 9"
8"
12"
4"
12"
8"
12"
1
A401
NOTE:
ALL FINISHES TO REMAIN;
NEW FIBERCEMENT SIDING TO MATCH
EXISTING FIBERCEMENT SIDING. NEW
ENTRY ASPHALT SHINGLES TO MATCH
EXISTING ASPHALT SHINGLES. NEW VINYL
TRIM TO MATCH EXISTING.
STRUCTURAL NOTE:
SEE 2/S1.0 FOR NEW STRUCTURAL
FRAMING AND CONNECTIONS02
D4
03 03 0302
01
01
01
ABV. SIDEWALK4' - 0"62 SQ FTFACADETOTAL FACADE = 62 SQ FT
TOTAL TRANSPARANT MATERIAL = 32 SQ FT
*OVER 25% OF FACADE IS TRANSPARANT
PER TABLE 38.510.030.C
2
A401
3
A401
03
004
0303
INVERTED 'U' BIKE RACK
(2) SPACES INVERTED 'U' BIKE RACK
(2) SPACES
S1: VERIFY EXG SHEATHING IS 7/16" or 15/32" OSB w/ 2x BLOCKING @
ALL EDGES w/ 8d @ 6" OC EDGE NAILING AND 8d @ 12" OC FIELD
NAILING. IF SHEATHING IS INSUFFICIENT, REMOVE EXG AND BUILD
OUT AS SPECIFIED.
S2: MSTC-40 STRAP NAILED TO DBL (2) 2x6 KING STUD FROM INTERIOR,
CENTER ON RIM BOARD FOR EQ TAILS. SEE 6/A501 FOR DETAIL.
S3: HOLD DOWN (HD5B OR EQUAL), NAILED TO DBL (2) 2x6 KING STUD.
S4: VERIFY ALL EXG 1/2" or 5/8" DIA. ANCHOR BOLTS HAVE 1/4"x3"x3"
PLATE WASHERS PER IBC SEISMIC DESIGN CATEGORY D. ADD
PLATE WASHERS WHERE NECESSARY. MAY USE 1/2" DIA. TITEN-HD
CONCRETE ANCHOR SCREWS w/ MIN. 4" EMBED. w/ PL WASHERS
WHERE NECESSARY.PLOT DATE:Design
212 S. WALLACE AVE STE. 301
BOZEMAN, MT
tel. 406 -414 -7744
THRULINEPARTNERS.COM
APPROVED BY:
REVISION LOG
REV # DATE
DRAWN BY:
SHEET NO.
SHEET TITLE CLIENT NAMEPROJECT ADDRESSPERMIT NUMBER:FILE PATH:to Build
Project No.
DATE ISSUED:PAGE SIZE: ANSI D (22 X 34)03/01/24
1 09.08.2023 SP PERMIT RESUBMIT
12.06.2023 BUILDING PERMIT SET2
23167
03.01.2024 MOD APP SET3
2/28/2024 3:05:20 PMBIM 360://LSP/23.003_LSP_r21.rvtELEVATION -
EXTERIOR
LLG
A305 Viviana Helvik130 Flanders Mill Rd. Bozeman, MT 59718LG / BMLITTLE SPANISHPRESCHOOL23.003
1/4" = 1'-0"1 ELEVATION - EAST PROPOSED
1/4" = 1'-0"2 ELEVATION - NORTH PROPOSED
MATERIAL KEYNOTES
01 ASPHALT ROOFING (GRAY) WITH VINYL TRIM AND SOFFIT (WHITE).
NEW TO MATCH EXISTING.
02 COMPOSITE WOOD SIDING (WEATHERED GREEN) WITH VINYL TRIM
(WHITE). NEW TO MATCH EXISTING.
03 VINYL WINDOW (WHITE).
04 VINYL OVERHEAD GARAGE DOOR (WHITE).
D4
NOTES - STRUCTURAL BRACING /
SHEAR WALL