2021.0383.BP0027 WYNDSTONE YELM GARAGES 06.26.20TAHOMA BOULEVARD SOUTHEASTTORNADO ALLEYTERRA VIEW ST SE
99TH AVE. SE.
99TH WAY SE.
100TH AVE SE TERRA GLENN STREET SOUTHEASTBERRY VALLEY ROAD SOUTHEAST
LONGMIRE STREET SOUTHEAST
100TH AVENUE SO
U
THEAST
L ON GMI R E S T R E E T S OU T H E A S T
DURANT ST SE6" MIN.1. APPLICABLE CODES AND REQUIREMENTS:
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL MECHANICAL CODE
2015 INTERNATIONAL UNIFORM PLUMBING CODE
2015 INTERNATIONAL FIRE CODE
2015 INTERNATION ENERGY CONSERVATION CODE
2017 WASHINGTON CITIES ELECTRICAL CODE
2009 ICC A117.1 - ACCESSIBILITY CODE
2. OCUPANCY CLASSIFICATION AND REQUIREMENTS: OCCUPANCY GROUP U (GARAGES)
3. TYPE OF CONSTRUCTION: GARAGE, SINGLE STORY NON-SPRINKLED (NS) TYPE 5B
4. GENERAL BUILDING LIMITATIONS:
1. Max. bldg. height per table 504.3: U=40'
Proposed total bldg. height 15'-0"
NOTE: NFPA 13R NOT PERMITTED
FRONTAGE INCREASE PER 506.3
BUILDING
1F = [ F/P - .25 ] W/30
1F = [ 143/143 - .25 ] 30/30
1F = [ 1 - .25 ] 1
1F = [ .75] 1
1F = .75
GARAGE (U OCCUPANCY)
SEPARATED PER 508.4
Aa = [ At + (NS X 1f) ] x Sa
Aa = [ 8,500 + (8,500 x .75) ] x 3
Aa = [ 8,500 + (6,375) ] x 3
Aa = [ 14,875 ] x 3
Aa = 44,625 SF TOTAL ALLOWABLE
GARAGE AREA (U OCCUPANCY)
923 SF < 44,625 SF OK
(360) 867-1945
E-mail: LJBDesigns@Comcast.net
LJB DESIGNS, LLC
Olympia, Wasington 98501
111 Market Street N.E., Suite 325
PHONE: 360-528-0513
1910 EAST 4TH AVENUE PMB #170
OLYMPIA, WA 98506
JOSH@REVIVALARCHITECTS.COM
REVIVAL
ARCHITECTURE
DESIGN
G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\WYNDSTONE YELM GARAGES.rvt6/26/2020 1:12:46 PMA0.015025 TAHOMA BLVD SE YELM, WAWYNDSTONE GARAGES - YELM
COVER SHEET
VACINITY MAP
N.T.S.
ARCHITECTURAL DRAWING INDEX
SHEET # SHEET NAME
A0.0 COVER SHEET
A2.1 FLOOR PLAN, RCP, ROOF PLAN, SECTIONS & EXTERIOR ELEVATIONS
LJB DESIGNS
111 MARKET STREET NE, SUITE 325
OLYMPIA, WASHINGTON 98501
TEL: 360-867-1945
FAX: 360-943-4100
E-MAIL: ljbdesigns@comcast.net
CONTACT: LOREN BURK
ELECTRICAL DESIGN
XXXXXXXX
XXXXXXXXXXXX
XXXXXXXXXX
TEL: XXXXXXXXXX
FAX: XXXXXXXX
E-MAIL: XXXXXXXXX
CONTACT: XXXXXXXXXXXXX
STRUCTURAL ENGINEER
XXXXXXXXXXXXXXX
XXXXXXXXXXX
XXXXXXX
TEL: XXXXXXX
E-MAIL: XXXXXXXXXXXXX
CONTACT: XXXXXXXXXX
REG. NO. XXXXXXXXXXX
OWNER
PETERSON BROTHERS, LLC
15025 TAHOMA BLVD SE
YELM, WA
TEL:
FAX:
EMAIL:
CONTACT:
CONTRACTOR
XXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXX
XXXXXXXXXXXX
TEL: XX
FAX: XX
EMAIL: XXX
CONTACT: XXXX
ARCHITECTURE
REVIVAL ARCHITECTURE DESIGN
JOSH S.
1910 EAST 4TH AVENUE PMB #170
OLYMPIA, WA 98506
TEL: 360-528-0513
E-MAIL: JOSH@REVIVALARCHITECTS.COM
CONTACT: JOSH S.
LIC. # XXXXXX
CIVIL ENGINEER
XXXXXXXXXXXXXXX
XXXXXXXXXXXX
XXXXXXXX
TEL: XXX
CELL: XXXXXXX
E-MAIL: XXXXXXXXX
CONTACT: XXXXXXXXX
1 1/2" = 1'-0"2 WALL TYPE 2
1 1/2" = 1'-0"5 WALL TYPE 5
ROOF FRAMING @24" O.C.
ARCHOR BOLT
PER STRUCT.
(2) LAYERS 5/8 TYPE 'X' GWB
PER GA FILE RC2602
5/8" TYPE 'X' GWB
P.T. 2x6 PLATE
CONC.FOUNDATION
PER STRUCTURAL
BATT INSUL. (R-21)
2x6 STUDS @16" O.C.
GA FILE # WP8105
HARDIE BOARD & BATTEN
SIDING OVER RAIN SCREEN
OVER TYVEK OR EQUIVALENT
OVER 5/8" TYPE 'X' GWB OVER
1/2" PLYWOOD PER
STRUCTURAL
ARCHOR BOLT
PER STRUCT.
CONC.FOUNDATION
PER STRUCTURAL
GA FILE # WP3605
5/8" TYPE 'X' GWB 5/8" TYPE 'X' GWB
ROOF FRAMING @24" O.C.
2x4 STUDS @16" O.C.
P.T. 2x4 PLATE
NOTE: PROVIDE
RAINSCREEN PER MFR.
RECOMMENDATIONS
(2) LAYERS 5/8 TYPE 'X' GWB
PER GA FILE RC2602
Fire Test: FM FC 172, 2-25-72; ITC, 8-6-98
Weight: 5psf
Approx. Ceiling
GYPSUM BOARD, STEEL JOISTS, ROOF COVERING
GA FILE NO. RC 2602 1 HOUR
FIRE
Base layer 5/8" type X gypsum wallboard applied at right angles to wood trusses 24"
o.c. with 1-1/4" type W or S drywall screws 24' o.c. Face layer 5/8" type X gypsum
wallboard or gypsum veneer base applied at right angles to joists with 1-7/8" Type W
or S drywall screws 12" o.c. at joints and intermediate trusses and 1-1/2" type G
drywall screws 12" o.c. placed 2" back on either side of the end joints. Joints offset
24" from base layer joints. Wood trusses supporting 1/2" wood structural panels applied
at right angles to trusses with 8d nails. Appropriate roof covering. Ceiling provides one
hour fire resistance protection for trusses.
GENERIC
REVISIONS
# ISSUED DATE
11 City Revision
11
4-29-2
0
11
A2.1
A
A2.1 B
A2.1
C
20' - 0"12' - 6 3/4"12' - 2"12' - 2"12' - 3 1/4"
11' - 10 1/2"11' - 10 1/2"
5
2
222
55
10' x 8'
GARAGE
DOOR
1' - 3"10' - 2"2' - 0"10' - 2"2' - 0"10' - 2"2' - 0"10' - 2"1' - 3"
11' - 9 3/4"11' - 9 3/4"
49' - 2"
2
A2.1
1
A2.1
2
2
10' x 8'
GARAGE
DOOR
10' x 8'
GARAGE
DOOR
10' x 8'
GARAGE
DOORSLOPETO DRSLOPETO DRSLOPETO DRSLOPETO DRDS
DSDS
DS
24' - 0"51' - 2"
1' - 0"49' - 2"1' - 0"
RIDGE5" / 12"5" / 12"20' - 0"2' - 0"ROOF OVERHANG
FIN. FL.
0' - 0"
PL. HGT.
9' - 0"
HARDIE BOARD &
BATTEN SIDING
10' x 8' GARAGE DOOR
2
A2.1
CLASS 'A' ARCTECTURAL ROOFING OVER
TITANIUM UDL50 VAPOR BARRIER
OVER 1/2" EXT. PLYW'D SHTG.
DS DS
FIN. FL.
0' - 0"
PL. HGT.
9' - 0"
HARDIE BOARD &
BATTEN SIDING
1
A2.1
CLASS 'A' ARCTECTURAL
ROOFING OVER
TITANIUM UDL50 VAPOR
BARRIER OVER 1/2" EXT. PLYW'D
SHTG.
DS DS
5" / 12"
FIN. FL.
0' - 0"
PL. HGT.
9' - 0"
HARDIE BOARD &
BATTEN SIDING
2
A2.1
CLASS 'A' ARCTECTURAL ROOFING OVER
TITANIUM UDL50 VAPOR BARRIER
OVER 1/2" EXT. PLYW'D SHTG.
DS DS
FIN. FL.
0' - 0"
PL. HGT.
9' - 0"
CLASS 'A' ARCTECTURAL
ROOFING OVER
TITANIUM UDL50 VAPOR BARRIER
OVER 1/2" EXT. PLYW'D SHTG.
5/8" TYPE "X" GWB
2x6 STUDS @ 16" O.C.
BATT INSUL (R-21)
DOUBLE TOP PLATE
ANCHOR BOLT PER
STRUCTURAL
HEADER PER
STRUCTURAL
10' x 8' GARAGE DOOR
BATT &/OR BLOWN
IN INSUL. (R-49)HARDIE BOARD & BATTEN
SIDING OVER RAIN SCREEN
OVER TYVEK OR EQUIVALENT
OVER 5/8" TYPE 'X' GWB OVER
1/2" PLYWOOD PER
STRUCTURAL
GRADE
PRE MFR. ROOF TRUSSES
@ 24" O.C.
A2.1
3
FOOTING PER STRUCT.
FIN. FL.
0' - 0"
PL. HGT.
9' - 0"
CLASS 'A' ARCTECTURAL ROOFING OVER
TITANIUM UDL50 VAPOR BARRIER
OVER 1/2" EXT. PLYW'D SHTG.
5/8" TYPE "X" GWB
2x6 STUDS @ 16" O.C.
BATT INSUL (R-21)
DOUBLE TOP PLATE
ANCHOR BOLT PER
STRUCTURAL
5/8" TYPE "X" GWB
2x4 STUDS @ 16" O.C.2x4 STUDS @ 16" O.C.
2x4 STUDS @ 16" O.C.
5/8" TYPE "X" GWB
5/8" TYPE "X" GWB
5/8" TYPE "X" GWB
2x6 STUDS @ 16" O.C.
BATT INSUL (R-21)
DOUBLE TOP PLATE
ANCHOR BOLT PER
STRUCTURAL
BATT &/OR BLOWN
IN INSUL. (R-49)HARDIE BOARD & BATTEN
SIDING OVER RAIN SCREEN
OVER TYVEK OR EQUIVALENT
OVER 5/8" TYPE 'X' GWB OVER
1/2" PLYWOOD PER
STRUCTURAL
PRE MFR. ROOF TRUSSES
@ 24" O.C.
GRADE
12"
-
SHEET IT CAME FROM
NOTE: BOTTOM # ON SECTIONS OR DETAIL LEADS BACK TO
STUD WALL - SEE PARTITION TYPES SHEET A0.0
PARTITION TYPES - SEE SHEET A0.0
X
-
X
-
X
-
EXTERIOR ELEVATIONS - # IN BOX INDICATES
WALL SECTION SHEET
WALL SECTION NUMBER
DIRECTION OF SECTION
DETAIL NUMBER
DETAIL SHEET
BUILDING SECTION SHEET
BUILDING SECTION LETTER
DIRECTION OF SECTION
DOWNSPOUTDS
WHICH PAGE DETAILS IS ON
-
ARCHITECTURAL SYMBOLS
-
PL. HGT.
9' - 0"
PERFORATED HARDIE SOFFIT
PANEL OVER WOOD FRAMING
CLASS 'A' ARCHITECTURAL ROOFING
OVER TITANIUM UDL50 VAPOR BARRIER
OVER 1/2" EXT. PLYWD SHTG.
HEADER PER
STRUCT.
2' - 0"
HARDIE BOARD & BATTEN SIDING OVER
RAIN SCREEN OVER TYVEK OR EQUIVALENT
OVER 5/8" TYPE 'X' GWB OVER 1/2" PLYWOOD
PER STRUCTURAL
(360) 867-1945
E-mail: LJBDesigns@Comcast.net
LJB DESIGNS, LLC
Olympia, Wasington 98501
111 Market Street N.E., Suite 325
PHONE: 360-528-0513
1910 EAST 4TH AVENUE PMB #170
OLYMPIA, WA 98506
JOSH@REVIVALARCHITECTS.COM
REVIVAL
ARCHITECTURE
DESIGN
G:\.shortcut-targets-by-id\1-QMDAB2XbnniJJU3DwuOJPlGSUIXGyBx\2019 Projects\19-027 Peterson Apartments\Revit\WYNDSTONE YELM GARAGES.rvt6/26/2020 1:12:47 PMA2.115025 TAHOMA BLVD SE YELM, WAWYNDSTONE GARAGES - YELM
FLOOR PLAN,
RCP, ROOF
PLAN, SECTIONS
& EXTERIOR
ELEVATIONS
1/4" = 1'-0"
FIRST FLOOR PLAN
1/4" = 1'-0"
ROOF PLAN
1/4" = 1'-0"
REFLECTED CEILING PLAN
1/4" = 1'-0"A FRONT ELEVATION
1/4" = 1'-0"B SIDE ELEVATION
1/4" = 1'-0"C REAR ELEVATION
1/4" = 1'-0"
2
A2.1
SECTION 2
1/4" = 1'-0"
1
A2.1
SECTION 1
SURFACE OR PENDANT MOUNTED LINEAR LUMINAIRE
CEILING ELEVATION9' - 0"
REFLECTED CEILING PLAN LEGEND
DUPLEX RECEPTACLE (110V)
REVISIONS
# ISSUED DATE
11 City Revision
11
4-29-2
0
1" = 1'-0"3 SOFFIT DETAIL
11
11