2021.0008 architectural and structural plansPROJECT INFORMATION
APPLICABLE BUILDING AND ZONING CODES:
INTERNATIONAL RESIDENTIAL CODE (IRC), 2015
INTERNATIONAL MECHANICAL CODE (IMC), 2015
INTERNATIONAL PLUMBING CODE (IPC), 2015
NATIONAL ELECTRIC CODE (NED), 2014
INTERNATIONAL FUEL GAS CODE (IFC), 2015
WAC 51-50
FIRE SPRINKLER: NONE
PROJECT DESCRIPTION PROJECT TEAM
OWNER
PETERSON BROTHERS, LLCP O Box 2983
YELM, WA 98597
ARCHITECT
REVIVAL ARCHITECTURE & DESIGN
1910 EAST 4TH AVENUE PMB #170
OLYMPIA, WA 98506
PHONE: (360) 528-0513
CONTACT:JOSH SNODGRASS
JOSH@REVIVALARCHITECTS.COM
STRUCTURAL ENGINEER
RYAN D. EGOLF
MC SQUARED, INC.
(360) 754-9339
ADDRESS: XXXX STEVENS AVE
YELM, WA. 98597
SINGLE FAMILY RESIDENTIAL
COUNTY: THURSTON COUNTY
APN 64423400100
PARCEL SIZE:15,246 S.F., .35 ACRES
DEFERRED SUBMITTALS
FIRE ALARM PLANS
FIRE SPRINKLER PLANS
BCI FLOOR FRAMING DESIGN
SCALE
PHONE: 360-528-0513
1910 EAST 4TH AVENUE PMB #170
OLYMPIA, WA 98506
JOSH@REVIVALARCHITECTS.COM
1/4" = 1'-0"
A0.0XXXX STEVENS AVE. NE.YELM, WASHINGTON 98597PETERSON 4-PLEX5/18/20
COVERSHEET
R408.3 Unvented crawl space.
Ventilation openings in under-floor spaces specified in Sections R408.1 and R408.2 shall
not be required where:
1. Exposed earth is covered with a continuous Class I vapor retarder. Joints of the vapor
retarder shall overlap by 6 inches (152 mm) and shall be sealed or taped. The edges of
the vapor retarder shall extend at least 6 inches (152 mm) up the stem wall and shall be
attached and sealed to the stem wall; and a radon system shall be installed that meets the
requirements of Appendix F (Radon) of this code.
2. Continuously operated mechanical exhaust ventilation is provided at a rate equal to 1
cubic foot per minute (0.47 L/s) for each 50 square feet (4.7 m2) of crawlspace floor area.
Exhaust ventilation shall terminate to the exterior.
EXCEPTION:
Plenum in existing structures complying with Section M1601.5, if under-floor space is
used as a plenum.
SECTION R310 -EMERGENCY ESCAPE AND RESCUE OPENINGS
R310.1 Emergency escape and rescue required. Basements and every sleeping room shall
have at least one operable emergency and rescue opening. Such opening shall open
directly into a public street, public alley, yard or court. Where basements contain one or
more sleeping rooms, emergency egress and rescue openings shall be required in each
sleeping room, but shall not be required in adjoining areas of the basement. Where
emergency escape and rescue openings are provided they shall have a sill height of not
more than 44 inches (1118 mm) above the floor. Where a door opening having a threshold
below the adjacent ground elevation serves as an emergency escape and rescue opening
and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with
Section R310.3. The net clear opening dimensions required by this section shall be
obtained by the normal operation of the emergency escape and rescue opening from the
inside. Emergency escape and rescue openings with a finished sill height below the
adjacent ground elevation shall be provided with a window well in accordance with Section
R310.2. Emergency escape 52 2006 INTERNATIONAL RESIDENTIAL CODE® and
rescue openings shall open directly into a public way, or to a yard or court that opens to a
public way.
Exception: Basements used only to house mechanical equipment and not exceeding total
floor area of 200 square feet (18.58 m2).
R310.1.1 Minimum opening area. All emergency escape and rescue openings shall have a
minimum net clear opening of 5.7 square feet (0.530 m2).
Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet
(0.465 m2).
R310.1.2 Minimum opening height. The minimum net clear opening height shall be 24
inches (610 mm).
R310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches
(508 mm).
R310.1.4 Operational constraints. Emergency escape and rescue openings shall be
operational from the inside of the room without the use of keys, tools or special knowledge.
R302.2 Townhouses.
Each townhouse shall be considered a separate building and shall be separated by one of
the following methods:
1. A common 1-hour fire-resistance-rated wall assembly tested in accordance with ASTM E
119 or UL 263 and a fire sprinkler system in accordance with Section P2904 in both
townhouses shall be provided. The cavity of the common wall shall not contain
plumbing or mechanical equipment, ducts or vents. The wall shall be rated for fire
exposure from both sides and shall extend to and be tight against exterior walls and the
underside of the roof sheathing. Penetrations of electrical outlet boxes shall be in
accordance with Section R302.4.
2. A common 2-hour fire-resistance-rated wall assembly tested in accordance with ASTM E
119 or UL 263 shall be provided. The cavity of the common wall shall not contain plumbing
or mechanical equipment, ducts or vents. The wall shall be rated for fire exposure from
both sides and shall extend to and be tight against exterior walls and the underside of the
roof sheathing. Penetrations of electrical outlet boxes shall be in accordance with Section
R302.4.
3. Two wall assemblies meeting the requirements of Section R302.1 for exterior walls shall
be provided.
R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating
townhouses shall be continuous from the foundation to the underside of the roof
sheathing, deck or slab. The fire-resistance rating shall extend the full length of the
wall or assembly, including wall extensions through and separating attached
enclosed accessory structures.
Where a story extends beyond the exterior wall of a story below:
1. The fire-resistance-rated wall or assembly shall extend to the outside edge of the upper
story (see Figure R302.2(1)); or
2. The underside of the exposed floor-ceiling assembly shall be protected as required for
projections in Section R302 (see Figure R302.2(2)).
R302.2.4 Structural independence. Each individual townhouse shall be structurally
independent.
EXCEPTIONS:
1. Foundation supporting exterior walls or common walls.
2. Structural roof and wall sheathing from each unit may be fastened to the common wall
framing.
3. Nonstructural wall and roof coverings.
4. Flashing at termination of roof covering over common wall.
5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2.
6. Floor sheathing may fasten to the floor framing of both units.
R302.3.1 Supporting construction. When floor assemblies are required to be fire-resistance
rated by Section R302.3, the supporting construction of such assemblies shall have an
equal or greater fire-resistance rating.
EXCEPTION:
The supporting construction is not required to be fire-resistance rated where automatic fire
sprinklers are installed in accordance with Appendix Q in both dwelling units.
R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this
code to be fire-resistance rated, shall be provided with a 1/2-inch (12.7 mm) gypsum
wallboard membrane, 5/8-inch (16 mm) wood structural panel membrane, or equivalent on
the underside of the floor framing member. Penetrations or openings for ducts, vents,
electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar
openings or penetrations shall be permitted.
EXCEPTIONS:
1. Floor assemblies located directly over a space protected by an automatic sprinkler
system in accordance with Appendix Q, NFPA 13D, or other approved equivalent sprinkler
system.
2. Floor assemblies located directly over a crawl space not intended for storage or fuel-fired
appliances.
3. Portions of floor assemblies shall be permitted to be unprotected when complying with
the following:
3.1. The aggregate area of the unprotected portions shall not exceed 80 square feet per
story.
3.2. Fire blocking in accordance with Section R302.11.1 is installed along the perimeter of
the unprotected portion to separate the unprotected portion from the remainder of the floor
assembly.
4. Wood floor assemblies using dimensional lumber or structural composite lumber with a
cross sectional area equal to or greater than 2-inch by 10-inch nominal dimension, or other
approved floor assemblies demonstrating equivalent fire performance.
R302.7 UNDERSTAIR PROTECTION
ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,
UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2INCH GYPSUM BOARD
SHEET INDEX
SHEET # SHEET NAME
A0.0 COVERSHEET
A0.3 WALL ASSEMBLIES
A1.0 SITE PLAN
A2.0 1ST FLOOR PLAN
A3.0 2ND FLOOR PLAN
A3.1 ROOF PLAN
A4.0 EXTERIOR ELEV
A5.0 BUILDING SECTIONS
A6.0 DETAILS
A6.1 DETAILS
ARCHITECTURE
PETERSON 4-PLEX
THURSTON COUNTY / WASHINGTON
STRUCTURAL ENGINEERING
NOTES:
•SEE ENGINEERING FOR NOTES
ON DETAILS
GARAGE WALL
WALL BETWEEN UNITS -GA FILE NO. WP 3243
FLOOR BETWEEN GARAGE/ LIVING
SEE ASSEMBLIES ON DETAIL PAGE A0.3
*JOINT ELEVATION REPORT ESR-1336 (FIG2)
DATED SEPT. 2015
1. THE WATER HEATER IS SHOWN ON THE SHEET A2 AND SIZING WILL
BE PER THE WSEC R103.2 CODE.
2. THE CRAWLSPACE TO BE MECHANICALLY VENTILATED. PLACE ON
FAN PER MECHANICAL PERMIT SUBMITTAL
3. R310 EMERGENCY ESCAPE AND RESCUE OPENINGS.
4. R302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE
UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND
ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH '/2-INCH
(12.7 MM) GYPSUM BOARD.
5. A FOUNDATION COLD JOINT AT FOOTING TO STEM WALL IS
REQUIRED TO BE SEALED FROM WATER PENETRATION IN THE CITY
OF OLYMPIA
SHEET # SHEET NAME
S1.0 COVERSHEET
S2.0 FOUNDATION DETAILS
S2.1 FOUNDATION DETAILS
S3.0 SECOND FLOOR FRAMING PLAN
S3.1 STRUCTURAL DETAILS
S4.0 ROOF FRAMING PLAN
S4.1 ROOF FRAMING DETAILS
S5.0 FIRST FLOOR SHEARWALL PLAN
S5.1 SECOND FLOOR SHEARWALL PLAN
EXTERIOR SIDE
INTERIOR SIDE
W1
TYPICAL
EXTERIOR
WALL
SIDING OVER WEATHER RESISTIVE BARRIER
7/16" OSB SHEATHING UNO PER STRUCTURAL
2x6 WOOD STUD FRAMING PER STRUCTURAL
R-21 BATT INSULATION
5/8" GWB TYPE "X" APPLY W/6D COATED NAILS,
1-7/8" LONG, 0.0915" SHANK, 1/4" HEAD, 7" OC LOAD BEARING
NOTE: PROVIDE ADDITIONAL
GWB LAYER WHERE
REQUIRED TO ALIGN WITH
INTERIOR WALLS
UL U356
DESCRIPTION RATING
SOURCE
SOUND
RATING
NOTE: ALL NOTED NAILING REQUIREMENTS ARE MINIMUM AND ARE FOR MINIMUM FIRE RATINGS.SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS.
WALL ASSEMBLIES
W2
TYP PARTY
WALL
DWELLING UNIT
(1) LAYER 5/8" TYPE "X" GWB
7/16 OSB WHERE REQ'D BY PER STRUCTURAL
MIN. 3 1/2" MINERAL FIBER INSULATION
2x6 WOOD FRAMING @ 16" OC UNO PER
STRUCTURAL
1/2" RESILIENT CHANNEL @ 16" OR 24" OC
(1) LAYER 5/8" TYPE "X" GWB
(PROVIDE WATER RESISTANT GWB AT ALL WET WALLS)
GA FILE
WP 3243
1 HR
PENETRATIONS SHALL COMPLY
WITH IBC SECTON 713.
DWELLING UNIT
50-54 STCPLYWOOD SHEATHING WHERE
REQUIRED PER STRUCTURAL
5/8" GWB EACH SIDE (PROVIDE WATER
RESISTANT GWB AT ALL WET WALLS)
NOTE:
WRAP ALL PLUMBING
W/SOUND INSULATION
TYP AND FILL ENTIRE CAVITY WITH INSULATION.
2 X 6 BEHIND
LAUNDRY
W4
TYP
INTERIOR
WALL INTERIOR SIDE
TYPEDESCRIPTIONRATING
SOURCE
SOUND
RATINGTYPEDESCRIPTIONRATING
SOURCE
SOUND
RATINGTYPE
WOOD STUDS —NOM 2 BY 4 IN. SPACED 16 IN. OC WITH TWO 2 BY 4 IN. TOP AND ONE 2 BY 4 IN.
BOTTOM PLATES. STUDS LATERALLY-BRACED BY WOOD STRUCTURAL PANEL SHEATHING (ITEM 5).
WHEN MINERAL AND FIBER BOARDS* (ITEM 5A) ARE CONSIDERED AS BRACING FOR THE STUDS, THE LOAD
IS RESTRICTED TO 76% OF ALLOWABLE AXIAL LOAD. WALLS EFFECTIVELY FIRE STOPPED AT TOP AND BOTTOM
OF WALL.
1
1
GYPSUM BOARD* —ANY 5/8 IN. THICK UL CLASSIFIED GYPSUM BOARD THAT IS ELIGIBLE FOR
USE IN DESIGN NOS. L501, G512 OR U305. NOM 5/8 IN. THICK, 4 FT WIDE, APPLIED VERTICALLY AND
NAILED TO STUDS AND BEARING PLATES 7 IN. OC WITH 6D CEMENT-COATED NAILS, 1-7/8 IN. LONG WITH
1/4 IN. DIAM HEAD.
***WHEN ITEM 7, 7B, 7C, 7D OR 7E STEEL FRAMING MEMBERS*, IS USED, GYPSUM PANELS ATTACHED TO
FURRING CHANNELS WITH 1 IN. LONG TYPE S BUGLE-HEAD STEEL SCREWS SPACED 12 IN. OC.
***WHEN ITEM 7A STEEL FRAMING MEMBERS*, IS USED, TWO LAYERS OF GYPSUM PANELS ATTACHED TO
FURRING CHANNELS. BASE LAYER ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG TYPE S BUGLE-HEAD
STEEL SCREWS SPACED 12 IN. OC. FACE LAYER ATTACHED TO FURRING CHANNELS WITH 1-5/8 IN. LONG
TYPE S BUGLE-HEAD STEEL SCREWS SPACED 12 IN. OC. ALL JOINTS IN FACE LAYERS STAGGERED WITH
JOINTS IN BASE LAYERS.
2
2
JOINTS AND FASTENER HEADS —(NOT SHOWN) —GYPSUM BOARD JOINTS COVERED WITH TAPE
AND JOINT COMPOUND. FASTENER HEADS COVERED WITH JOINT COMPOUND.
BATTS AND BLANKETS* —MINERAL FIBER OR GLASS FIBER INSULATION, 3-1/2 IN. THICK, PRESSURE FIT TO
FILL WALL CAVITIES BETWEEN STUDS AND PLATES. MINERAL FIBER INSULATION TO BE UNFACED AND TO HAVE
A MIN DENSITY OF 3 PCF. GLASS FIBER INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND
TO HAVE A MIN DENSITY OF 0.9 PCF (MIN R-13 THERMAL INSULATION RATING).
SEE BATTS AND BLANKETS* (BKNV) CATEGORY IN THE BUILDING MATERIALS DIRECTORY
AND BATTS AND BLANKETS* (BZJZ) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES
OF CLASSIFIED COMPANIES.
WOOD STRUCTURAL PANEL SHEATHING —MIN 7/16 IN. THICK, 4 FT WIDE WOOD STRUCTURAL PANELS, MIN GRADE
"C-D" OR "SHEATHING". INSTALLED WITH LONG DIMENSION OF SHEET (STRENGTH AXIS) OR FACE GRAIN OF
PLYWOOD PARALLEL WITH OR PERPENDICULAR TO STUDS. VERTICAL JOINTS CENTERED ON STUDS. HORIZONTAL
JOINTS BACKED WITH NOM 2 BY 4 IN. WOOD BLOCKING. ATTACHED TO STUDS ON EXTERIOR SIDE OF WALL WITH 6D
CEMENT COATED BOX NAILS SPACED 6 IN. OC AT PERIMETER OF PANELS AND 12 IN. OC ALONG INTERIOR STUDS.
EXTERIOR FACINGS —INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
ONE OF THE FOLLOWING EXTERIOR FACINGS IS TO BE APPLIED OVER THE SHEATHING:
3
4
4
5
5
SEE SHEET A0.3 FOR FULL DESCRIPTION
6
6
2X6 WOOD FRAMING AT 16" O.C. UNLESS OTHER WISE NOTED BY STRUCTURAL ENGINEER.
RESILIENT CHANNELS 24" O.C. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF THE 2X4 WOOD STUDS
16" OR 24" O.C. WITH 1 1/4" TYPE S DRYWALL SCREWS.
ONE LAYER 5/8" PROPRIETARY TYPE X GYPSUM WALLBOARD APPLIED TO CHANNELS WITH 1" TYPE S DRYWALL
SCREWS AT 12" O.C..
OPPOSITE SIDE: ONE LAYER 5/8" PROPRIETARY TYPE X GYPSUM WALL BOARD OR GYPSUM VENEER BASE
APPLIED AT RIGHT ANGLES TO STUDS WITH 1 1/4" TYPE W DRYWALL SCREWS 12" O.C.
VERTICAL JOINTS STAGGERED 48" ON OPPOSITE SIDES. SOUNDS TESTED W ITHS TUDS 16" OC.C. AND OPEN
FACE OF MINERAL FIBER INSULATION BLANKETS TOWARD RESILIENT CHANNEL-SIDE OF STUD SPACE.
1
2
3
4
5
1
2
3
4
SEE SHEET A0.3 FOR FULL DESCRIPTION
5
2X4 WOOD FRAMING AT 16" OR 24" O.C. UNLESS OTHER WISE NOTED BY STRUCTURAL ENGINEER.
ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF WOOD
FRAMING STUDS 24" O.C. WITH 6D COATED NAILS, 1 7/8" LONG, .0915 SHANK, 1/4" HEADS, 7' O.C.
JOINTS STAGGERD 24" ON OPPOSITE SIDES AT LOADING BEARING WALLS
1
2
1 2X4 WOOD FRAMING
2
DESCRIPTION
S1
TYPICAL SLAB
@ HEATED
SPACE
FINISH FLOOR PER PLANS
CONCRETE SLAB PER STRUCTURAL
10 MIL VAPOR BARRIER
STRUCTURAL FILL PER SOILS REPORT
DRAIN PIPE WHERE OCCURS
COMPACTED FILL OR STRUCTURAL FILL
FLOOR LEVEL
ASPHALT COMPOSITION SHINGLES (CLASS B) OVER WEATHER
RESISTIVE BARRIER UNDERLAYMENT MIN 4:12 SLOPE (MAY BE
AS SHALLOW AS 2:12 WITH (2) LAYERS UNDERLAYMENT PER IBC
2009 SECTION 1507.2.8 )
R-49 BATT INSULATION
VAPOR BARRIER ON WARM SIDE
7/16 PLYWOOD SHEATHING
PRE-MANUFACTURED ROOF TRUSSES (24" OC MAX)
(1) LAYERS TYPE "X" 5/8" GWB
R2
TYPICAL CEILING
@ EXTERIOR
1 HR
ASPHALT COMPOSITION SHINGLES (CLASS B) OVER WEATHER
RESISTIVE BARRIER UNDERLAYMENT MIN 4:12 SLOPE (MAY BE
AS SHALLOW AS 2:12 WITH (2) LAYERS UNDERLAYMENT PER IBC
2009 SECTION 1507.2.8 )
R-49 BATT INSULATION
VAPOR BARRIER ON WARM SIDE
PRE-MANUFACTURED ROOF TRUSSES (24" OC MAX)
(2) LAYERS TYPE "X" 5/8" GWB
R1
TYPICAL CEILING
@ HEATED
SPACE
1 HR
GA#2602
(1) LAYERS TYPE "X" DENS GLASS
7/16 PLYWOOD SHEATHING
FIRE RATING
SCALE
PHONE: 360-528-0513
1910 EAST 4TH AVENUE PMB #170
OLYMPIA, WA 98506
JOSH@REVIVALARCHITECTS.COM
1" = 1'-0"
A0.3XXXX STEVENS AVE. NE.YELM, WASHINGTON 98597PETERSON 4-PLEX5/18/20
WALL
ASSEMBLIES
718.4.2 GROUPS R-1 AND R-2. DRAFTSTOPPING SHALL BE PRO-VIDED
IN ATTICS, MANSARDS, OVERHANGS OR OTHER CONCEALED
ROOF SPACES OF GROUP R-2 BUILDINGS WITH THREE OR MORE
DWELLING UNITS AND IN ALL GROUP R-1 BUILDINGS. DRAFTSTOP-PING
SHALL BE INSTALLED ABOVE, AND IN LINE WITH, SLEEPING
UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTEND
TO THE UNDERSIDE OF THE ROOF SHEATHING ABOVE.
EXCEPTIONS:
1. WHERE CORRIDOR WALLS PROVIDE A SLEEPING UNIT OR
DWELLING UNIT SEPARATION, DRAFTSTOPPING SHALL ONLY
BE REQUIRED ABOVE ONE OF THE CORRIDOR WALLS.
2. DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS
EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER
SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1.
3. IN OCCUPANCIES IN GROUP R-2 THAT DO NOT EXCEED
FOUR STORIES ABOVE GRADE PLANE, THE ATTIC SPACE
SHALL BE SUBDIVIDED BY DRAFTSTOPS INTO AREAS NOT
EXCEEDING 3,000 SQUARE FEET (279 M
2) OR ABOVE EVERY TWO DWELLING UNITS, WHICHEVER IS SMALLER.
4. DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS
EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER
SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.2, PRO-VIDED
THAT AUTOMATIC SPRINKLERS ARE INSTALLED IN THE
COMBUSTIBLE CONCEALED SPACE WHERE THE DRAFTSTOP-PING
IS BEING OMITTED.
REF.REF.REF.REF.DWDWDWREF.DWA4.04
A4.0
A4.0
A4.0
2
3
1 44' - 0"14' - 6"4' - 6"4' - 6"16' - 0"16' - 0"4' - 6"6' - 0"13' - 0"
19' - 0"20' - 6"20' - 6"19' - 0"
WATER HEATER
4" BOLLARD
WATER HEATER
4" BOLLARD4" BOLLARD 4" BOLLARD
WATER HEATER
WATER HEATER
5'x3' ISLAND
3' - 6"4' - 0"2X6 1 HR FIREWALL, TYP
@ FIREWALLS: SHEARWALL
SHEATHING MAY BE PLACED OVER
G.W.B. -S.W. NAILS 1-1/2" MIN.
PENETRATION INO STUDS
4' - 2"8' - 4 1/2"7' - 6"CEILING AND
WALL IN GARAGE
TO BE 5/8" GWB
TYPE 'X', TYP
GARAGE
LIVING
KITCHEN
KITCHEN
NOOK
LIVING
19' - 0"20' - 6"20' - 6"19' - 0"
7' - 3"7' - 3"6' - 7"5' - 3"4' - 0"6' - 9"
4' - 9"3' - 6"4' - 9"24' - 0"20' - 0"7' - 0"11' - 4"5' - 8"F F F
HALF WALL
AT STAIRS
42" HIGH BAR
F F F F
1
A5.0
2'-4"
2'-4"
FURN FURN FURN FURN
SD
CO
SD
CO
SD
CO
SD
CO
24" CANTILEVER ABOVE
TYP
R @0' -6 3/4"15LANDING
LANDING
4" GARAGE CONCRETE SLAB
6" MIL VAPOR BARRIER
4" GARAGE CONCRETE SLAB
6" MIL VAPOR BARRIER
4" GARAGE CONCRETE SLAB
6" MIL VAPOR BARRIER
4" GARAGE CONCRETE SLAB
6" MIL VAPOR BARRIER
GARAGE ATTIC ASSEMBLY -BCI
1 HOUR RATED ASSEMBLY, TYP3
7' - 1"11' - 11 1/2"
1
A6.0
1/2" GWB
UNDER STAIRS
BOMBER HINGE SELF
CLOSING SOLID
CORE DR, YYP
BOMBER HINGE SELF
CLOSING SOLID
CORE DR, YYP
1/2" TYPE 'X' GWB
AT GARAGE UNIT
SEPERATION
ONLY, TYP 1/8"/ FT SLOPE, TYPTYP, AT
GRADE
PROVIDE 1/2" GWB
AT UNDERSIDE OF
STAIRS
2
A6.0
-
---
TYP
2
5'x3' ISLAND
F
2'-4"
GARAGE
KITCHEN
LIVING
FRONT STOOP
FRONT STOOP
E
B
FFGGCC
M
E
J
K
L L L
101
102104
105103
201
202203
204
205
301
302303304
305
401
402403
404
4051
1
2
1
1
1
1
1
1
1
1
1
11
3
3
3
3
3
3
3
1
2
2
2
2
2
3
4' - 0"3' - 8"3' - 7"5' - 2"7' - 7"3' - 7"3' - 8"3' - 8"4' - 11"3' - 8"7' - 7"3' - 7"22 2
4' - 6"5' - 1"4' - 5"
1 1
6
A6.0 6
A6.0 2
A6.0
1
A6.0
1
A6.0
2
A6.0
3
A6.0
3
A6.0
SCALE
PHONE: 360-528-0513
1910 EAST 4TH AVENUE PMB #170
OLYMPIA, WA 98506
JOSH@REVIVALARCHITECTS.COM
1/4" = 1'-0"
A2.0XXXX STEVENS AVE. NE.YELM, WASHINGTON 98597PETERSON 4-PLEX5/18/20
1ST FLOOR
PLAN
Level 1
DEFERRED SUBMITTAL
BCI FLOOR FRAMING DESIGN
FIRE SPRINKLER
FIRE ALARM
UNIT # 1
MAIN FLOOR 406 SF
UPPER FLOOR 817 SF
TOTAL 1223 SF
UNIT # 2
MAIN FLOOR 438 SF
UPPER FLOOR 895 SF
TOTAL 1333 SF
UNIT # 3
MAIN FLOOR 438 SF
UPPER FLOOR 895 SF
TOTAL 1333 SF
UNIT # 4
MAIN FLOOR 394 SF
UPPER FLOOR 817 SF
TOTAL 1211 SF
GARAGE 357 SF
PORCH 28 SF
GARAGE 387 SF
PORCH 30 SF
GARAGE 387 SF
PORCH 30 SF
GARAGE 352 SF
PORCH 37 SF
NOTE: PER R408.3 PROVIDE
CONTINOUSLY OPERATED MECH.
EXHAUST VENTILATION AT A
RATE EQUIAL TO 1 CU. FT. PER
MINUTE FOR EA. 50 FT. OF
CRAWLSPACE FLOOR AREA
EXHAUST SHALL TERMINATE
TO THE EXTERIOR
441 S.F.
50 S.F. = 9.4 S.F.
MIN. REQ'D
MECHANICAL EQUIPMENT: RHEEM
MODEL RH1P ELECTRIC
WDWD5'0" x 4'0"
5'0" x 4'0"5'0" x 4'0"5'0" x 4'0"3'0"X4'0"4'-0" x 5'-0"
SD
SD
SD
BEDROOM #2
LOFT
M. SUITE
M. BATH
BATH
BEDROOM #2
M. SUITE
M. BATH
BATH
FF
1/2" WALL TYPCO
CO
SD
CO
F
3' - 9 3/4"5' - 7 3/4"6' - 0"3' - 6 1/2"0' - 11 1/4"11' - 6 3/4"5' - 6"2' - 2"5' - 8"5' - 6"5' - 6"10' - 1"45' - 11"22X30 ATTIC
ACCESS
22X30 ATTIC
ACCESS
20' - 6"2' - 8 1/4"8' - 9 3/4"7' - 6"
19' - 0"20' - 6"20' - 6"19' - 0"7' - 6 1/2"SD
CO
@ INT. SHEAR WALLS SHEATHING IS TO
BE CONT. THRU WALL INTERSECTIONS,
TYP
SD
CO
CONT. CS16 STRAPPING TO
BLKG, TRUSSES AND PANELS
1 HR WALL , TYP
SD SD
SD
CO
F
F
F
19' - 0"20' - 6"20' - 6"19' - 0"
3' - 3 3/4"7' - 11 1/2"7' - 8 1/2"
TS 12 TIES
(2) 3'0"X5'0" SINGLE HUNG
(2) 2X6 HDR
(2) 4'0"X4'0"5'0"X5'0"
F
F
F
1
A5.0
LINEN
CHASE 5'0" X 4'0" SLIDEREMERGENCY
ESCAPE/RESCUE OPENING
7.5 S.F.
EMERGENCY
ESCAPE/RESCUE OPENING
8 S.F.
EMERGENCY
ESCAPE/RESCUE
OPENING
6.25 S.F.
EMERGENCY
ESCAPE/RESCUE OPENING
10 S.F.
EMERGENCY
ESCAPE/RESCUE OPENING
10 S.F.
EMERGENCY
ESCAPE/RESCUE OPENING
10 S.F.
EMERGENCY
ESCAPE/RESCUE OPENING
10 S.F.
EMERGENCY
ESCAPE/RESCUE OPENING
10 S.F.
EMERGENCY
ESCAPE/RESCUE OPENING
10 S.F.6' - 6"3' - 6 1/2"1' - 3 1/2"3' - 6 1/4"2' - 7 1/2"12' - 10 1/4"2' - 6"2' - 4 1/2"3' - 2"5' - 5 3/4"3' - 7"3' - 2"3' - 8"2' - 8"5' - 8 1/4"
2'-6"
6'-0"
LIN.
2'-0"
RETURN
AIR
BEDROOM #3
7' - 8"11' - 0"24x30
ATTIC
ACCESS
24x30
ATTIC
ACCESS
24x30
ATTIC
ACCESS
BEDROOM #2
BEDROOM #2
M. SUITE
LOFT
SD
CO
M. BATH
BATH
SD
CO
SD
CO
5'0" x 4'0"5'0" x 4'0"
2' - 6"
SD
SD
SD
F F
CO
CO
SD
CO
F
BEDROOM #1BEDROOM #1
LINEN
RETURN
AIR
24x30
ATTIC
ACCESS
22X30 ATTIC
ACCESS
BATH
BEDROOM #2
BEDROOM #3
EMERGENCY
ESCAPE/RESCUE OPENING
10 S.F.
LIN.
M. BATH
4'-0"
A A A A A A
A
B
C
DDCC
A
H
H
106
107108
109
110111
112
113114 115116 206207208209210
211
212213214 306307308309310
311
312313314
406
407408
409
410
411
412
413414415
416
1
2
2
2
1
1 1 1 1 11
1
2
2
2 1
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
2
3
2
1
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
1
2
11
5' - 4"5' - 4"2' - 4"3' - 5"7' - 8"9' - 10"12' - 2"2' - 4"7' - 4"6' - 4"
6' - 4"
3' - 0"3' - 0"
3' - 6"2' - 0"11' - 10"5' - 9"5' - 5"4' - 0"11' - 7"4' - 9"3' - 9"
5' - 0"3' - 11"
7
A6.0
7
A6.0
7
A6.0
5
A6.0
5
A6.0
5
A6.0
5
A6.0
SCALE
PHONE: 360-528-0513
1910 EAST 4TH AVENUE PMB #170
OLYMPIA, WA 98506
JOSH@REVIVALARCHITECTS.COM
1/4" = 1'-0"
A3.0XXXX STEVENS AVE. NE.YELM, WASHINGTON 98597PETERSON 4-PLEX5/18/20
2ND FLOOR
PLAN
1/4" = 1'-0"1 Level 2
UNIT # 1
MAIN FLOOR 406 SF
UPPER FLOOR 817 SF
TOTAL 1223 SF
UNIT # 2
MAIN FLOOR 438 SF
UPPER FLOOR 895 SF
TOTAL 1333 SF
UNIT # 3
MAIN FLOOR 438 SF
UPPER FLOOR 895 SF
TOTAL 1333 SF
UNIT # 4
MAIN FLOOR 394 SF
UPPER FLOOR 817 SF
TOTAL 1211 SF
GARAGE 357 SF
PORCH 28 SF
GARAGE 387 SF
PORCH 30 SF
GARAGE 387 SF
PORCH 30 SF
GARAGE 352 SF
PORCH 37 SF
1
A5.0
5" / 12"5" / 12"5" / 12"6" / 12"6" / 12"
5" / 12"5" / 12"5" / 12"6"/12" 6"/12"
7" / 12"7" / 12"
8" / 12"8" / 12"
RIDGE
NO VENTING OR
PENETRATIONS
WITHIN 48" EA SIDE
OF SEPARATION
WALL
NOTE:
1-HOUR FIREWALL
BETWEEN EACH UNIT
TO UNDERSIDE OF
ROOF SHEATHING
MIN CLASS C
RATED
ROOFING,
R.302.2.2
PROVIDE (2) 2x12 CUT-
OUTS TO PROVIDE
CROSS VENTING
BETWEEN DORMER &
MAIN ROOF
9
A6.0
18
A6.0
10
A6.0
20
A6.0
12
A6.0
9
A6.0
18
A6.0
18
A6.0
21
A6.0
12
A6.0
21
A6.0
9
A6.0 SCALE
PHONE: 360-528-0513
1910 EAST 4TH AVENUE PMB #170
OLYMPIA, WA 98506
JOSH@REVIVALARCHITECTS.COM
1/4" = 1'-0"
A3.1XXXX STEVENS AVE. NE.YELM, WASHINGTON 98597PETERSON 4-PLEX5/18/20
ROOF PLAN
1/4" = 1'-0"1 ROOF PLAN
ATTIC VENTILATION:
TOTAL ATTIC AREA = 3,635 SQ. FT.
CALCULATION −
FREE ATTIC VENTILATION REQ’D 3,635 S.F./ 300 = 12.12 S.F.
FREE ATTIC VENTILATION REQ’D 12.12 S.F.(144) = 1,745.28 SQ. IN.
NOTE −876.24 SQ. INCHES (50%) SHALL BE LOCATED MIN. 3’ FEET ABOVE
EAVES.
EAVE VENTS:
(3) 2.5"
EAVE VENTS
= 882 SQ. IN.
60
x 14.7 SQ. IN.
RIDGE VENT:
= 882 SQ. IN.
LINEAR FT. OF RIDGE VENT
TOTAL SQ. IN. PROVIDED
49
x 18 SQ. IN.RIDGE VENT @ 18 SQ. IN. PER FOOT
RIDGE VENT:
EAVE VENT:
882 SQ. IN.
882 SQ. IN.+
= 1,764 SQ. IN. TOTAL VENTING PROVIDED
Level 1
0' -0"
Level 2
9' -0"
Level 3
17' -0"6" LAP SIDING6" LAP SIDING5/4X6 TRIM ON BUILDINGHARDIESHINGLE SIDING HARDIESHINGLE SIDING BOARD AND BATTEN BOARD AND BATTEN ARCH SHINGLES5" / 12"HARDIESHINGLE BOARD AND BATTEN 5/4 X 6 TRIM ON BUILDINGHARDIESHINGLE BOARD AND BATTEN 5/4x4 TRIM5/4x6 TRIM5/4x6 TRIM5/4x6 TRIM5/4x6 TRIM HDR5/4X4 SIDES AND BTM TRIMHARDIESHINGLE Level 1
0' -0"
Level 2
9' -0"
Level 3
17' -0"5/4x6 HEADERTRIM WITH 1X4 SIDES AND BOTTOM ON BUILDING6" LAP SIDING5/4 X 6 TRIMHARDIESHINGLE SIDING Level 1
0' -0"
Level 2
9' -0"
Level 3
17' -0"5/4 x 6 TRIM ON BUILDING6" LAP SIDINGHARDIESHINGLE SIDING Level 1
0' -0"
Level 2
9' -0"
Level 3
17' -0"5/4X6 TRIM 6" LAP SIDING6" LAP SIDING5/4 x 6 FASCIA AND TRIM BOARDS, TYP5/4 X 4 TRIM AT CORNERS, TYP5/4 X 6 TRIM AT CORNERS, TYPBOARD AND BATTEN BOARD AND BATTEN BOARD AND BATTEN HARDIESHINGLE SIDINGSCALE
PHONE: 360-528-0513
1910 EAST 4TH AVENUE PMB #170
OLYMPIA, WA 98506
JOSH@REVIVALARCHITECTS.COM
3/16" = 1'-0"
A4.0XXXX STEVENS AVE. NE.YELM, WASHINGTON 98597PETERSON 4-PLEX5/18/20
EXTERIOR
ELEV
3/16" = 1'-0"1 South
3/16" = 1'-0"3 West
3/16" = 1'-0"4 East
3/16" = 1'-0"2 North
Level 1
0' -0"
Level 2
9' -0"
Level 3
17' -0"
BEDROOM #2M. BATHBATHBEDROOM #2BEDROOM #3
GARAGE KITCHEN LIVING
MFG TRUSSES @ 24" 0.C.
COMP ROOF
15# FELT
7/16" OSB SHEATHING
W/8D'S @ 6"/12" O.C.
5/4"x6"
FASCIA
24" O.H.
2x6 FRAMING @ 16"
O.C. (92 5/8" STUDS)
7/16" OSB
HOUSE WRAP
HARDIE LAP
2x6 FRAMING @ 16"
O.C. (92 5/8" STUDS)
2x6" P.T. SILL W/
1/2"x10" A.B. @ 72" O.C.
(U.N.O. ON PLAN)
6"x24"
STEM
8"X24" STEM W/ # 4
@ 32" O.C. (VERT.)
DRAIN
7"x15" FTG W/ # 4 CONTS
ON NATIVE UNDST. SOILS
# 4 CONTS.
4"x8" BEAM
24" ⌀x 8"
W/ A35
6MILR-30
5/8" TYPE
'X' GWB
5/8" TYPE
'X' GWB
4" CONC SLAB
R-21
3/4" T&G PLY WD GLUED &
NAILED/SCREWED ON 9 1/2"
I -JOIST @ 19.2" O.C.
3/4" T&G PLY WD GLUED &
NAILED/SCREWED ON 11 7/8"
I -JOIST @ 16" O.C.
1/2" GWB
R-30R-30
R-49
5"
12"
R-21
R-21
SCALE
PHONE: 360-528-0513
1910 EAST 4TH AVENUE PMB #170
OLYMPIA, WA 98506
JOSH@REVIVALARCHITECTS.COM
3/8" = 1'-0"
A5.0XXXX STEVENS AVE. NE.YELM, WASHINGTON 98597PETERSON 4-PLEX5/18/20
BUILDING
SECTIONS
3/8" = 1'-0"1 CROSS SECTION
UNIT 1 DOOR SCHEDULE
Mark Width Height Function Construction Type Fire Rating
101 16' - 0" 8' - 0" Exterior Roll-Up Garage Door
102 2' - 8" 6' - 8" Interior Solid Core 20 min
103 2' - 2" 6' - 8" Interior Hollow Core
104 2' - 2" 6' - 8" Interior Hollow Core
105 3' - 0" 6' - 8" Exterior Solid Core
106 5' - 0" 6' - 8" Interior Hollow Core
107 2' - 6" 6' - 8" Interior Hollow Core
108 4' - 0" 6' - 8" Interior Hollow Core
109 2' - 6" 6' - 8" Interior Hollow Core
110 1' - 8" 6' - 8" Interior Hollow Core
111 2' - 4" 6' - 8" Interior Hollow Core
112 6' - 0" 6' - 8" Interior Hollow Core
113 2' - 4" 6' - 8" Interior Hollow Core
114 2' - 2" 6' - 8" Interior Hollow Core
115 1' - 6" 6' - 8" Interior Hollow Core
116 2' - 6" 6' - 8" Interior Hollow Core
Grand total: 16
UNIT 2 DOOR SCHEDULE
Mark Width Height Function Construction Type Fire Rating
201 16' - 0" 8' - 0" Exterior Roll-Up Garage Door
202 2' - 8" 6' - 8" Interior Solid Core 20 min
203 2' - 2" 6' - 8" Interior Hollow Core
204 2' - 2" 6' - 8" Interior Hollow Core
205 3' - 0" 6' - 8" Exterior Solid Core
206 5' - 0" 6' - 8" Interior Hollow Core
207 2' - 6" 6' - 8" Interior Hollow Core
208 2' - 6" 6' - 8" Interior Hollow Core
209 5' - 0" 6' - 8" Interior Hollow Core
210 6' - 0" 6' - 8" Interior Hollow Core
211 2' - 6" 6' - 8" Interior Hollow Core
212 2' - 6" 6' - 8" Interior Hollow Core
213 2' - 6" 6' - 8" Interior Hollow Core
214 2' - 6" 6' - 8" Interior Hollow Core
Grand total: 14
UNIT 3 DOOR SCHEDULE
Mark Width Height Function Construction Type Fire Rating
301 16' - 0" 8' - 0" Exterior Roll-Up Garage Door
302 2' - 8" 6' - 8" Interior Solid Core 20 min
303 2' - 2" 6' - 8" Interior Hollow Core
304 2' - 2" 6' - 8" Interior Hollow Core
305 3' - 0" 6' - 8" Exterior Solid Core
306 5' - 0" 6' - 8" Interior Hollow Core
307 2' - 6" 6' - 8" Interior Hollow Core
308 2' - 6" 6' - 8" Interior Hollow Core
309 5' - 0" 6' - 8" Interior Hollow Core
310 6' - 0" 6' - 8" Interior Hollow Core
311 2' - 6" 6' - 8" Interior Hollow Core
312 2' - 6" 6' - 8" Interior Hollow Core
313 2' - 6" 6' - 8" Interior Hollow Core
314 2' - 6" 6' - 8" Interior Hollow Core
Grand total: 14
UNIT 4 DOOR SCHEDULE
Mark Width Height Function Construction Type Fire Rating
401 16' - 0" 8' - 0" Exterior Roll-Up Garage Door
402 2' - 8" 6' - 8" Interior Solid Core 20 min
403 2' - 2" 6' - 8" Interior Hollow Core
404 2' - 2" 6' - 8" Interior Hollow Core
405 3' - 0" 6' - 8" Exterior Solid Core
406 5' - 0" 6' - 8" Interior Hollow Core
407 2' - 6" 6' - 8" Interior Hollow Core
408 4' - 0" 6' - 8" Interior Hollow Core
409 2' - 6" 6' - 8" Interior Hollow Core
410 1' - 8" 6' - 8" Interior Hollow Core
411 2' - 4" 6' - 8" Interior Hollow Core
412 6' - 0" 6' - 8" Interior Hollow Core
413 2' - 4" 6' - 8" Interior Hollow Core
414 2' - 2" 6' - 8" Interior Hollow Core
415 1' - 6" 6' - 8" Interior Hollow Core
416 2' - 6" 6' - 8" Interior Hollow Core
Grand total: 16
WINDOW SCHEDULE 1ST FLOOR
Type Mark Operation Width Height Sill Height UL Rating
B SLIDER 3' - 0" 4' - 0" 3' - 0" .28
1st Floor Total: 1
C FIXED 4' - 0" 4' - 0" 3' - 0" .28
1st Floor Total: 2
E SLIDER 4' - 0" 4' - 0" 3' - 0" .28
Grand total: 2
F FIXED 3' - 0" 5' - 0" 2' - 0" .28
1st Floor Total: 2
G FIXED 3' - 6" 5' - 0" 2' - 0" .28
1st Floor Total: 2
J FIXED 2' - 0" 5' - 0" 2' - 2" .28
1st Floor Total: 1
L DOUBLE HUNG 2' - 0" 5' - 0" 2' - 0" .28
1st Floor Total: 3
M FIXED 2' - 0" 4' - 0" 3' - 0" .28
1st Floor Total: 1
WINDOW SCHEDULE 2ND FLOOR
Type Mark Operation Width Height Sill Height UL Rating
A SLIDER 5' - 0" 4' - 0" 2' - 6" .28
2nd Floor Total: 8
B SLIDER 3' - 0" 4' - 0" 3' - 0" .28
2nd Floor Total: 1
C FIXED 4' - 0" 4' - 0" 3' - 0" .28
2nd Floor Total: 3
D FIXED 3' - 0" 4' - 0" 3' - 0" .28
2nd Floor Total: 2
H DOUBLE HUNG 3' - 0" 5' - 0" 1' - 6" .28
2nd Floor Total: 2
SELF ADHERING FLEXIBLE
FLASHING (SAFF)
LAP WRB OVER
SAFF
BLOCKING -SIZE AS REQ'D
BUT KEEP UNIFORM FOR
BUILDING
FLASHING -
6" MIN. VERT. LEG,
TAB DOWN @ ENDS,
SLOPE AWAY FROM BLDG
FREEZE-PROOF HOSE
BIB SCREWED TO
WOOD BLOCKING
SEAL AROUND
PERIMETER OF FACE
PLATE
HARDIE TARGET,
THICKNESS AS REQ'D
LAP WRB OVER SAFF
SELF ADHERED FLEXIBLE
FLASHING (SAFF)
FLASHING -
6" MIN. VERT. LEG,
TAB DOWN @ ENDS,
SLOPE AWAY FROM BLDG
TYP
6"
SILL SEALER FOAM
GASKET, TYP
SLOPE GRADE
AWAY FROM BLDG
STORM DRAIN: DO
NOT TIE TO
FOUNDATION DRAIN
TIGHTLINE TO
STORM SYSTEM
PER CIVIL
TYP CONC SLAB-ON-
GRADE. SEE SECTIONS &
ASSEMBLIES
TYP EXT WALL -SEE FLOOR
PLANS & WALL ASSEMBLIES
ANCHOR BOLT
CLEAN WASHED GRAVEL -
WRAP GRAVEL WITH FILTER
FABRIC
PERIMETER DRAIN. HOLES
DRAIN DOWIN IN DRAINAGE
FILL
T.O. SLAB
PER STRUCT@ STEM WALLS
THICKER THAN
6" NOTCH FOR
SLAB
INSULATION
PER STRUCT 8" MINCONTINUE UNDER SLAB
INSULATION @ STEM WALL
A6.0
2
6"
BENTONITE
WATERSTOP COLD
JOINT
T.O. SLAB
EXTERIOR WALL-SEE
FLOOR PLANS & WALL
ASSEMBLIES
SIDING PER
ELEVATIONS
WRB -LAP OVER
FLASHING & UNDER
SIDING
26 GAUGE STAINLESS
STEEL FLASHING SET IN
SEALANT
DOUBLE PT PLATE w/ SILL
SEALER AND FOAM
GASKET
SLOPE GRADE AWAY
FROM BUILDIING8" MINANGLE HEMMED
FLASHING END AWAY
FROM STEM WALL3" MIN1 1/4"
MI
NTYP WHEN
JOISTS
PERP TO
WALL
INTERIOR
EXTERIOR WALL
PER PLANS & WALL
ASSEMBLIES
EXTERIOR
FINISHED FLOOR
BASE SCHEDULE , TYP
SIDING PER
ELEVATIONS
DOUBLE 2x
BOTTOM PLATE
WALL INSULATION
@ RIM JOIST, TYP
DOUBLE TOP PLATE
CAULK, TYP
RESILIENT CAULK
GAP, TYP
R-19 INSULATION IN
EXTERIOR WALLS
SILL SEALER
FOAM GASKET,
TYP
TYP BASE TRIM
CONC SLAB-ON-
GRADE. SEE
SECTIONS &
ASSEMBLIES
PARTY WALL, SEE
FLOOR PLANS AND
WALL ASSEMBLIES
FOUNDATION PER
STRUCTURAL
T.O. SLAB
TYP WHEN
JOISTS
PERP TO
WALL
UNIT
SOUND INSUL
MATCH WALLS
CORRIDOR WALL
PER PLANS & WALL
ASSEMBLIES
FIRE BLCK'G BOTH
HORIZONTAL &
VERTICAL SPACE,
MAX EVERY 10' PER
IBC 717.21 (SEE
WALL & FLOOR
ASSEMBLIES)
BASE PER FINISH
SCHEDULE, TYP
TYP WHEN
JOISTS
PARALLEL
TO WALL
FINISHED FLOOR PER
FINISH SCHEDULE ,
TYP
CAULK, TYP
PER STRUCTURAL
UNIT
UNIT
ROOF-CEILING
SEE SECTIONS &
ASSEMBLIES
TRUSS, PER ENGINEERING,
TO CONTINUE SHEATHING
UP ONE SIDE OF ALIGNED
TRUSS FOR DRAFTSTOP
PROTECT. SEE BUILDING
SECTION FOR LOCATION AT
ONE SIDE OF BREEZEWAY
ONLY
NAILER AS REQUIRED
UNIT
WALL PER PLANS &
WALL ASSEMBLIES
UNIT
R-49 INSULATION IN
ATTIC
B.O. TRUSS
/
T.O. BEAM
R2 ROOF ASSEMBLY
ROOF TRUSS PER
STRUCTURAL
R1 ROOF
ASSEMBLY
SEE 12/A6.0 FOR PORCH
ROOF CONTINUATION
EXTERIORINTERIOR
R-19 INSULATION ON
EXTERIOR WALLS
R-49 ATTIC INSULATION
B.O.
TRUSS /
T.O.
BEAM
METAL GUTTER
FLASHING w/ DRIP
EDGE
2x BLOCKING PER STRUCT.
PROVIDE (2) 2-1/2"~ MIN. VENT
HOLES, TYP.
2x6 WOOD
FASCIA
ROOF / CEILING -SEE PLANS &
ASSEMBLIES
6x6 WOOD P.T. POST
PER STRUCTURAL
1x WOOD WRAP @ BEAMS,
TYP.
2-3/4" CONTINUOUS AL
STRIP VENT INSTALL PER
MANUF
2x10 WOOD TRIM
PORCH
BEAM PER STRUCT 2 X 8 P.T. JOISTS
COLUMN BEYOND 42"PORCH
POWDER COATED
STEEL GUARDRAIL
BOLTS,
ATTACHMENTS &
SPACERS BY RAILING
MFR
2 X 6 P.T.
DECKING
4" MAX.ASPHALT
SHINGLES
OVER WRB
COVER VENT WITH
SHINGLES PER
MFR
INSTRUCTIONS. DO
NOT BLOCK VENT
FUNCTION
1 "FASTEN PER VENT
MFR
INSTRUCTIONS.
RIDGE BLOCKING
ROOF FRAMING
PRE-
MANUFACTURED
RIDGE VENT
HOLD PLYWD BACK
1" FROM RIDGE ON
EACH SIDE, TYP.
SEE ROOF PLANS FOR VENTING
AREA PER LINEAR FOOT6"6"
3"
0 ' - 1 1 3 1 /3 2 "2"TYP EXTERIOR WALL. SEE
FLOOR PLANS AND WALL
ASSEMBLIES
WEATHER RESISTIVE
BARRIER
SIDING PER ELEVATIONS.
EXTEND OVER STEP AND
KICKER FLASHING.
MIN. SEPARATION
BETWEEN BOTTOM
OF SIDING AND
ROOF
LAP KICKER FLASHING
UNDERNEATH LOWEST STEP
FLASHING. SHINGLE ROOFING
MATERIAL OVER THE TOP
(NOT SHOWN FOR CLAIRTY).
STEP FLASHING
KICKER FLASHING
FLASHING WITH DRIP EDGE
GUTTER, 1/2" MIN
CLEARANCE FROM WALL
EAVE BELOW
6"6"SIDING PER
SCHEDULE
5/4 X 4 HARDIE
TRIM
SELF ADHERED
MEMBRANE TO
EXTEND 6" IN BOTH
DIRECTIONS
FRAMING PER
STRUCT
WEATHER
RESISTIVE
BARRIER
WALL PER PLANS
AND ASSEMBLY
EXTERIOR
INTERIOR
6"6"SIDING PER
ELEVATIONS
SELF ADHERED
MEMBRANE
4 X 4 HARDIE TRIM
WOOD STUD PER
STRUCT
WEATHER
RESISTIVE
BARRIER
WALL PER PLANS
AND ASSEMBLY
EXTERIOR
FLOOR
ASSEMBLY,
SEE
SECTIONS &
ASSEMBLIES
2 X 8 P.T. JOIST
LEDGER BEAM
PER
STRUCTURAL
DOOR
FACE OF STUD
BEYOND
THRESHOLD
SHEET METAL DOOR PAN
2 X 6 P.T. DECKING
WALL
ASSEMBLY,
SEE PLANS &
ASSEMBLIES
INTERIOR
EXTERIOR
TYP EXTERIOR WALL -SEE
PLANS & WALL
ASSEMBLIES
TYP ROOF / CEILING -
SEE SECTIONS &
ASSEMBLIES
GABLE-END
TRUSS
1x3 WOOD TRIM
2x6 FASCIA
FLASHING w/
DRIP EDGE.
INSTALL OVER
WRB
2x4 @ 24" OC
6"
2x4 LOOK OUT TYP
R-49 INSULATION IN
CEILING
T.O. PLATE
METAL GUTTER
FLASHING w/
DRIP EDGE
2x BLOCKING PER
STRUCT. PROVIDE (2)
2-1/2"~ MIN. VENT HOLES,
TYP.
2x8 WOOD
FASCIA
ROOF / CEILING -SEE
PLANS & ASSEMBLIES
1-1/2" MIN CLEAR @
INSULATION
BAFFLE
CAULK, TYP.
TYP. EXTERIOR WALL,
SEE PLANS & ASSEMBLIES 0' - 2"(2) LAYERS 5/8" TYPE
'X' GWB
R-21 EXTERIOR
INSULATION
VENT HOOD
PER MECH
SOLDERED
DUCT BOX w/
MIN 3"
FLANGES
DUCT AS
REQ'D
SELF-ADHERING
FLEXIBLE
FLASHING
(2) LAYERS WEATHER
RESISTIVE BARRIER
TYP
6"
SLOPE CONCRETE
PATIO/WALKWAY AWAY
FROM BUILDIING 1/4"/FT
TYP CONC SLAB ON
GRADE SEE SECTIONS &
ASSEMBLIES
CLEAN WASHED GRAVEL -
WRAP GRAVEL WITH FILTER
FABRIC
PERIMETER DRAIN. HOLES
DRAIN DOWIN IN DRAINAGE
FILL
T.O. SLAB
PER STRUCT@ STEM WALLS
THICKER THAN 6"
NOTCH FOR SLAB
INSULATION
PER STRUCT
CONTINUE UNDER SLAB
INSULATION @ STEM WALL
24" OR TO TOP OF
FOOTING
STORM DRAIN: DO NOT TIE
TO FOUNDATION DRAIN
TIGHTLINE TO STORM
SYSTEM PER CIVIL
ASPHALT IMPREGNATED
FIBER JOINT FILLERFINISHED FLOOR
THRESHOLD, TYP
DOOR FACE OF STUD BEYOND
6"
BENTONITE
WATERSTOP COLD
JOINT
SCALE
PHONE: 360-528-0513
1910 EAST 4TH AVENUE PMB #170
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As indicated
A6.0XXXX STEVENS AVE. NE.YELM, WASHINGTON 98597PETERSON 4-PLEX5/18/20
DETAILS
3" = 1'-0"13 HOSE BIBB @ SIDING
1" = 1'-0"1 TYP FOOTING @ EXTERIOR WALL
3" = 1'-0"2
TYP SHEATHING/FLASHING @ WALL
BASE
1 1/2" = 1'-0"5
TYP APTS EXTERIOR WALL/FLOOR
CONNECTION
1" = 1'-0"6 PARTY WALL AT SLAB ON GRADE
1" = 1'-0"7 PARTY WALL TO FLOOR CONNECTION
1" = 1'-0"8 PARTY WALL TO ROOF
3/4" = 1'-0"15
PORCH ROOF SECTION - ROOF
EXTENDS BEYOND
3/4" = 1'-0"12
PORCH ROOF SECTION - ROOF TO
WALL
3/4" = 1'-0"11 RAILING @ PORCH
3" = 1'-0"20 RIDGE VENT
1 1/2" = 1'-0"21 ROOF TO WALL KICK OUT FLASHING
3" = 1'-0"18 SIDING @ EXTERNAL CORNER
3" = 1'-0"19 SIDING @ INTERNAL CORNER
1 1/2" = 1'-0"14
THRESHOLD AT UNIT DECK - LARGE
(NOT USED)
1" = 1'-0"9 TYP GABLE-END OVERHANG DETAIL
1" = 1'-0"10 TYP ROOF @ EAVE DETAIL
3" = 1'-0"16 TYPICAL VENT PENETRATION
1" = 1'-0"3 TYP FOOTING @ ENTRY THRESHOLD
UL/cUL SYSTEM NO. F-C-2128, F-RATING = 1-HR
NOTES:
1. MAXIMUM DIAMETER OF OPENING = 3".
2. ANNULAR SPACE = MINIMUM 0", MAXIMUM = 5/8".
3. TYPES ON NOMETALLIC PIPES:
A. PVC-2" MAX. CELLULAR OR SOLID CORE
B. ABS-2" MAX. CELLULAR OR SOLID CORE
C. CPVC-2" MAX.
PENETRATING ITEM AS ALLOWED BY
UL SYSTEM
MIN 3/4" DEPTH HILTI FS-ONE INTUMESCENT
FIRESTOP SEALANT, 1/2" BEAD FORMED ON
UNDERSIDE OF FLOORING SYSTEM, TYP
1-HR RATED FLOOR/CEILING ASSEMBLY PER
PLANS
MIN 5/8" DEPTH HILTI FS-ONE
INTUMESCENT FIRESTOP SEALANT, TYP
HILTI FIRESTOP COLLAR LINED W/
INTUMESCENT MATERIAL, SECURE TO
G.W.B. W/ 1/8" DIA. X 3" TOGGLE BOLTS,
TYP
UL/cUL SYSTEM NO. W-L-2235, F-RATING = 1-HR
NOTES:
1. MAXIMUM DIAMETER OF OPENING = 3".
2. ANNULAR SPACE = 5/16".
3. PIPE MAY BE INSTALLED w/ CONTINUOUS POINT OF CONTACT.
4. ALLOWABLE TYPES AND SIZES OF PIPE:
A. PVC-2" MAX. CELLULAR OR SOLID CORE
B. ABS-2" MAX. CELLULAR OR SOLID CORE
C. CPVC-2" MAX.
D. PEX-1" MAX.
E. FRPP-2" MAX.
1-HR RATED WALL ASSEMBLY PER PLANS
3/8" THICK HILTI WRAP STRIP. WRAPPED
CONT. IN ANNULAR SPACE, TYP
PENETRATING ITEM AS ALLOWED BY
UL SYSTEM ASSEMBLY
UL/cUL SYSTEM NO. W-L-1054, F-RATING = 1-HR
NOTES:
1. MAXIMUM DIAMETER OF OPENING = 14 1/2".
2. ANNULAR SPACE = MINIMUM 0", MAXIMUM = 2 1/4".
3. PIPE MAY BE INSTALLED w/ CONTINUOUS POINT OF CONTACT.
4. PIPE MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45º
FROM PERPENDICULAR.
1-HR RATED WALL ASSEMBLY PER PLANS
MIN 5/8" DEPTH HILTI FS-ONE
INTUMESCENT FIRESTOP SEALANT, TYP
PENETRATING ITEM AS ALLOWED BY UL
SYSTEM
ASSEMBLY
MIN 1/2" BEAD HILTI FS-ONE
INTUMESCENT FIRESTOP SEALANT AT
POINT OF CONTACT, TYP
UL/cUL SYSTEM NO. F-C-1059, F-RATING = 1-HR
NOTES:
1. MAXIMUM DIAMETER OF OPENING = 7-5/8".
2. ANNULAR SPACE = MINIMUM 1/4", MAXIMUM = 3/4".
PENETRATING ITEM AS ALLOWED BY
UL SYSTEM
MIN 3/4" DEPTH HILTI FS-ONE
INTUMESCENT FIRESTOP SEALANT, TYP
1-HR RATED FLOOR/CEILING ASSEMBLY PER
PLANS
MIN 5/8" DEPTH HILTI FS-ONE
INTUMESCENT FIRESTOP SEALANT, TYP
UL/cUL SYSTEM NO. FC-3012, F-RATING = 1-HR
NOTES:
1. MAXIMUM DIAMETER OF OPENING FOR 1-HR RATED ASSEMBLY IS 2-1/2".
2. ANNULAR SPACE BETWEEN CABLE BUNDLE AND OPENING = MIN 0", MAX =
1/2".
3. CABLES TO FILL A MAXIMUM 45% OF CROSS-SECTIONAL AREA OF OPENING.
1-HR WALL PER PLANS
MAX 2" DIA CABLE
BUNDLE PER ASSY
MIN 3/4" DEPTH HILTI FS-ONE
INTUMESCENT FIRESTOP
SEALANT, TYP
1-HR FLOOR/CEILING
ASSEMBLY PER PLANS
PROVIDE GENEROUS BEAD OF
HILTI FS-ONE INTUMESCENT
FIRESTOP SEALANT FLUSH WITH
BOTTOM OF TOP PLATE, TYP
EQ EQ
2" MIN18" AFFPER WALL TYPE
FLEXIBLE METAL DUCT FROM DRYER
MIN 5/8" DEPTH 1/2" BEAD HILTI FS-
ONE INTUMESCENT FIRESTOP
SEALANT (OR EQUAL) AT ALL SIDES
DUCT PENETRATION TO PROVIDE 1-
HR RATING PER UL/cUL/OPL FC. 7013
MAX 4" NOMINAL DIA. SHEET METAL DUCT
ELBOW (MIN 26 GA) INTO LAUNDRY ROOM
MAX 4" NOMINAL DIA. SHEET METAL DUCT
ELBOW (MIN 26 GA) TO EXTERIOR
STRAP DUCT TO CENTER OF STUD EVERY
12" OC (26 GA GALVANIZED STEEL)
1-HR WALL PER DRAWINGS
NOTES:
1. MAX DIA. OF PENETRATION TO BE 21-1/2" PER UL.
2. ANNULAR SPACE AT PENETRATION = MIN 0", MAX = 5/8" PER UL.
MAX 4" NOMINAL DIA. SHEET
METAL DUCT ELBOW (MIN 26 GA)
TO EXTERIOR (SEE 23/A6.03 FOR
EXTERIOR PENETRATION)
1-HR FLOOR/CEILING
PER DRAWINGS
NOTES:
1. MAX DIA. OF PENETRATION TO BE 5" PER UL.
2. ANNULAR SPACE AT PENETRATION = MIN1/4", MAX = 3/4" PER UL.
MIN 5/8" DEPTH 1/2" BEAD HILTI FS-
ONE INTUMESCENT FIRESTOP
SEALANT (OR EQUAL) AT ALL SIDES
DUCT PENETRATION TO PROVIDE 1-
HR RATING PER UL/cUL/OPL FC. 7013
STRAP DUCT TO CENTER
OF STUD EVERY 12" OC
(26 GA GALVANIZED
STEEL)
LINE SIDES AND TOP OF
JOIST SPACE W/ (2)
TYPE 'X' GYP. CONT. TO
EXTERIOR OF BUILDING
UPPER CABINET ABOVE RANGE HOOD
PROVIDE BOX CONSTRUCTED FROM
WHITE MELAMINE COVERED PANELS
AT RANGE HOOD DUCT. RUN PANELS
FULL HEIGHT OF CABINET, TYP.
MINIMIZE BOX SIZE
PAINT UNFINISHED END OF PANEL TO
MATCH, TYP
RANGE HOOD DUCT. INSTALL PER
MANUFACTURER, TYP
TYP. FLOOR / CLG. SEE
SECTIONS & ASSEMBLILES
VENT PER PLANS
NOTE:
PROVIDE 2 LAYERS OF 5/8"
TYPE 'X' GYP FULL
LANGTH OF FLOOR JOIST
IN 1-HR CEILING
2 LAYERS OF 5/8"
TYPE 'X' GYP.
6" SOUND BATT
SCALE
PHONE: 360-528-0513
1910 EAST 4TH AVENUE PMB #170
OLYMPIA, WA 98506
JOSH@REVIVALARCHITECTS.COM
As indicated
A6.1XXXX STEVENS AVE. NE.YELM, WASHINGTON 98597PETERSON 4-PLEX5/18/20
DETAILS
1" = 1'-0"11
TYP FIRESTOPPING FOR PVC/ABS/CPVC
PIPE THRU 1-HR FLR/CLG ASSY
1" = 1'-0"5
TYP FIRESTOPPING FOR PVC/
ABS/CPVC/ PEX/FRPP PIPE THRU 1-HR
WALL ASSY
1" = 1'-0"6
TYP FIRESTOPPING FOR METAL PIPE
THRU 1-HR WALL ASSY
1" = 1'-0"7
TYP FIRESTOPPING FOR METAL PIPE
THRU 1-HR FLR/CLG ASSY
1" = 1'-0"10
TYP FIRESTOPPING FOR CABLES THRU
1-HR FLR/CLG ASSY
1" = 1'-0"12
TYP FIRESTOPPING AT DUCT
PENETRATION OF 1-HR WALL ASSY
1" = 1'-0"9
TYP FIRESTOPPING AT DUCT
PENETRATION OF 1-HR CLG ASSY
1 1/2" = 1'-0"3 TYP BOXED OUT RANGE HOOD DUCT
1 1/2" = 1'-0"8 VENT CHASE IN FLOOR
STRUCTURAL & CIVIL
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1235 EAST 4TH AVE.
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1 SHEARWALL ELEVATION
1/2" = 1'-0"
STRUCTURAL & CIVIL
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2FOOTING SECTION W/ TJI FLOOR SYSTEM1" = 1'-0"34" MONOLITHIC CONCRETE SLAB WITH THICKENED EDGE1" = 1'-0"FD0394FOOTING SECTION W/ TJI FLOOR SYSTEM1" = 1'-0"5PERIMETER WALL FOOTING AT WOOD COLUMN1" = 1'-0"6TYPICAL CONCRETE FOOTING AT GARAGE1" = 1'-0"7TYPICAL CONCRETE FOOTING AT GARAGE DOORS1" = 1'-0"8CONC POST FOOTING W/ITH WOOD I JOIST FLOOR1" = 1'-0"9INTERIOR STRIP FOOTING1" = 1'-0"1FLOOR TO INTERIOR SHEARWALL CONNECTION1 1/2" = 1'-0"STRUCTURAL & CIVILENGINEERS1235 EAST 4TH AVE.SUITE 101OLYMPIA, WA 98506T (360) 754-9339F (360) 352-2044MC SQUAREDI N C O R P O R A T E Dwww.mc2-inc.comofFoundation Details
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1235 EAST 4TH AVE.
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1I-JOIST FLOOR SYSTEM TO 2x6 STUD WALL1" = 1'-0"2I-JOIST FLOOR SYSTEM TO GLU-LAM BEAM CONNECTION1" = 1'-0"3I-JOIST FLOOR FRAMING AT CANTILEVER1" = 1'-0"4I-JOIST FLOOR SYSTEM WITH 2x WALLS1" = 1'-0"5FLOOR TO INTERIOR SHEARWALL CONNECTION1 1/2" = 1'-0"6FLOOR TO INTERIOR WALL CONNECTION1 1/2" = 1'-0"STRUCTURAL & CIVILENGINEERS1235 EAST 4TH AVE.SUITE 101OLYMPIA, WA 98506T (360) 754-9339F (360) 352-2044MC SQUAREDI N C O R P O R A T E Dwww.mc2-inc.comofStructural Details
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ofRoof Framing PlanYelm 4 PlexXXXX NW Stevens AveYelm, WA 98597Revival Architecture & DesignRE
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1TRUSS AND ROOF TO SHEARWALL CONNECTION1" = 1'-0"2TRUSS AND ROOF TO SHEARWALL CONNECTION1" = 1'-0"3BLOCKING PANEL STRAP DETAIL1" = 1'-0"SW0235TRUSS TO BEAM CONNECTION1" = 1'-0"6TRUSS TO WALL CONNECTION1" = 1'-0"4OVERFRAMING DETAIL3/4" = 1'-0"STRUCTURAL & CIVILENGINEERS1235 EAST 4TH AVE.SUITE 101OLYMPIA, WA 98506T (360) 754-9339F (360) 352-2044MC SQUAREDI N C O R P O R A T E Dwww.mc2-inc.comofRoof Framing Details
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