BLDG 1 PERMIT SET- YELM APT- SCHUURVARIES
(5) 16 UNIT CBU
MAILBOX CLUSTER
20.00'
(TYP)
26'
20.00'26'20'
20.00'
26'
20.00'26'20'
5'
9.00' (TYP)
9'
(TYP)
9' (TYP)
20.00'26'
26'20'
5'
20.00'
26'
VARIES
30.00'
VARIES
VARIES
74.75'74.75'
74.75'74.75'
ACCESSIBLE PARKING STALLS
5' SIDEWALK
(TYP)
5.00'
8' SIDEWALK
8' SIDEWALK
11.13'12.67'
21.79'
11.13'
TRASH ENCLOSURE.
REFER TO ARCHITECTURAL PLANS
TRASH ENCLOSURE.
REFER TO ARCHITECTURAL PLANS
ROAD A
ACCESSIBLE
PARKING
STALLS
ACCESSIBLE
PARKING
STALLS
5' SIDEWALK TAHOMA BLVD.20.00'
(TYP)
8.40'
19.11'
11 10
11 10
10 10
10 10
20
9
2020
20
9
OPEN SPACE
(BY OTHERS)
23.65'
8.00'
7.68'
39.33'
30.00'
5
C2.1
5
C2.1
5
C2.1 Δ85.75'
39.33'
89.79'
21.79'106.20'
94.46'
94.47'
84.40'89.29'
161.39'
93.31'
93.31'88.44'
AS.1
BLDG 4
BLDG 3
BLDG 2
BLDG 1
THIS PERMIT
85.63'
82.19'
5.00'
20.00'
26.00'
GENERAL PROJECT NOTES GENERAL CONSTRUCTION NOTES
A0.2
EX
EX
EX
TYPICAL FIRE EXTINGUISHER NOTES
·
·
·
·
EXHAU5T r—AN5
Location
Minimum CFM
Kitchen fan
100 CFM / 25 CFM
Bathroom fan
65 CFM / 20 CFM
Bathroom fan
65 CFM / 20 CFM
Bathroom fan
65 CFM / 20 CFM
Laundry fan
65 CFM / 20 CFM
070.5
I. ALL WALL DIMENSIONS ARE TO FACE OF STUD
UNLESS OTHERWISE NOTED.
2. ALL EXTERIOR WALLS - SEE WALL LEGEND 8
SEE STRUCTURAL DRAWINGS FOR SPACING.
3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS
AT Iro" O.G. UNLESS OTHERWISE NOTED.
4. SEE STRUCTURAL DRAWINGS FOR ALL
HEADER AND BEAM REQUIREMENTS.
5. INSULATION SHALL BE INSTALLED PER LOCAL
ENERGY CODE REQUIREMENTS.
6. REFER TO APPROVED CIVIL SITE PLAN FOR SPECIFIC
SIDEWALK d PARKING CONFIGURATION.
I. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS,
USE WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMENSIONS
AND REPORT ANY DISCREPENCIES TO THE ARCHITECT OR
STRUCTURAL ENGINEER BEFORE PROCEEDING TO CONSTRUCTION.
B. VERTICAL CLEARANCE SHALL BE 80 INCHES MIN. PROVIDE
METAL RAIL OR OTHER BARRIER TO BE PROVIDED WHEN THE
VERTICAL CLEARANCE IS LESS THAN Sm INCHES. THE LEADING
EDGE OF BARRIER SHALL BE MAX 21 INCHES ABOVE THE
FLOOR LINE. PER IBC SEC 1003.3/ ICC AI11.1 SEC 30-1.4
WNALL LFeF.N=�
EXTERIOR WALLS- I HR WALLS
2X 6 STUDS 6 16" OC
1 WITH R-21 INSULATION.
SEE SHEET A5.1 FOR GALL -OUTS
EXTERIOR WALLS- I HR WALLS
2X ro STUDS -8 16" OC
za WITH R-21 INSULATION.
SEE SHEET A5.1 FOR GALL -OUTS
INTERIOR PARTY SEPARATION WALL- DBL -1 HR WALLS
SEE SHEET A5.1 FOR CALL -OUTS
3
INTERIOR WALLS- I HR WALLS- BRG
4 2 X 4 STUDS AT Iro" O.C. WITH 5/8" GYP. BD.
EACH SIDE, UNLESS OTHERWISE NOTED.
SEE SHEET A5.1 FOR CALL -OUTS
INTERIOR WALLS- NON BRG
LEGEND
FIRE EXTINGUISHER LOCATION TO MEET IBC 9O6 REQUIREMENTS,
FE PROVIDE MIN IA:105:C FIRE EXTINGUISHER "ULINE" MODEL 5-9812 OR BETTER,
PROVIDE "LARSEN'S" SURFACE MOUNTED FIRE EXTINGUISHER CABINET MODEL
24095M W/ FULL GLASS DR, LAMINATED SAFETY GLASS, VERTICAL DECAL
LETTERING, AND LOGK
IIOV SMOKE DETECTORS TO BE INTERCONNECTED E
HARD -WIRED W/ BATTERY BACK-UP PER R314
S.D.
O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED4
C.M. HARD -WIRED W/ BATTERY BACK-UP PER 8315
KBEC e 71 Ne N07r=!5
ILLUMINATION NOTES:
I. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL
BE PROVIDED WITH A MEANS TO ILLUMINATE
THE STAIRS, INCLUDING THE LANDINGS
AND TREADS PER IRC 8303.6.
2. LUMINARIES PROVIDING OUTDOOR LIGHTING AND
PERMANENTLY MOUNTED TO A RESIDENTIAL
BUILDING SHALL BE HIGH EFFICIENCY LUMINARIES.
EXCEPTION:
IF NOT HIGH EFFICIENCY, LUMINARIES SHALL BE
CONTROLLED BY A MOTION SENSOR(S).
PER WA STATE ENERGY CODE -505.3.
3.509c OF ALL INDOOR ILLUMINARIES(FIXTURES)
SHALL BE HIGH EFFICIENCY.
EXTERIOR W[)I J NOTES:
R612.2 WHERE THE OPENINGS OF OPERABLE
WINDOWS IS LOCATED MORE THAN -12"
ABOVE FINISHED GRADE OR SURFACE
BELOW THE LOWEST PART OF THE CLEAR
OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24" ABOVE THE FINISHED
FLOOR. GLAZING BETWEEN THE FLOOR
AND 24" SHALL BE FIXED OR HAVE
OPENINGS THROUGH WHICH A 4" SPHERE
CAN NOT PASS. EXCEPTIONS:
1. WINDOWS WHOSE OPENINGS WILL NOT
ALLOW A 3" SPHERE TO PASS THROUGH
THE OPENING WHEN THE OPENING IS IN
ITS LARGEST OPEN POSITION.
2. OPENINGS THAT ARE PROVIDED WITH
WINDOW GUARDS THAT COMPLY WITH
ASTM 2006 OR F2090.
2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. BD.
EACH SIDE, UNLESS OTHERWISE NOTED.
8'-0" 20'-0" 15-0" 5'-61
4'-0" 4'-0" 10-10 „ 9,_1 4'-7" 10'-5" 2,-34„ 3'_2j"
op
5'-9" I. I. 4'-8" -2,-42„ I- 5'-12„ I. 2'-11"
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6X6 PT POSTS
W/ 12" 64 BUILT-UP
4 STONE I VENEER BASE
I
5/0 x 4/0 xo
SEI7ROOM 3
9'-0" CLG
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5'-11211, 4'- 1 0j"
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8'-0" CLG
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LIVING ROOM
9'-0" CLG
7'-72" 28'-102"
RANGE/OVEN/ SINK/ REFRIGERATOR
ICC/ANSI 4111.1-2009 REQUIREMENTS
-RANGE/ OVEN CONTROLS TO BE ON FRONT PANEL
-REFR/ FREEZER SHALL HAVE MIN 50% OF FREEZER
COMPARTMENT SHELVES 54" MAX ABOVE FLOOR
-TYPE A/ B UNITS TO HAVE COUNTERS 34" MAX ABOVE FLOOR
_ MAIN FLOOR PLAN- UNIT D
-SEE SHEET AO.1 FOR REACH RANGE
1/4A=1' -OA REQUIREMENTS
-SEE SHEET A02 FOR BATHROOM FIXTURES 4
GRAB BAR REQUIREMENTS
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(UNIT D) TWO BEDROOM UNITS 1040 SF TOTAL UNITS (4)
PATIO 64 SF
STAIRWAY/ WALKWAY I 541 SF
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6390
REGISTERED
Arx—
ARK
D. PETERSON
STATE OF WASHINGTON
EXP: 09/30/22
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer
PLAN Na
MpTI�-15�
DATE
�5/29/2�21
EX
EX
EX
A2.1
STAIR NOTES:
* STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND
BOTTOM.
* MAXIMUM RISE TO BE 7. MIN RISE TO BE 4"
* MINIMUM RUN TO BE 11". (RISER OR TREAD MAX DIFFERENTIAL 3/5")
* MINIMUM HEAD HEIGHT TO BE
* MINIIMUM STAIR WIDTH TO BE 36"
* PROVIDE CONTINUOUS HAND RAIL 34" TO 35" OFF
TREAD NOSING AND MUST EXTEND BEYOND BOTTOM
TREAD.
57/4� I SCfi 10N
ROOFING TO BE GLASS 'B' COMPOSITION
SHINGLE WITH 150 FELT MIN
O FLOOR ,
DRAFTSTOPPING MATERIALS SHALL BE NOT
LESS THAN 1/2 -INCH (12.1 MM) GYPSUM BOARD,
3/8 -INCH (9.5 MM) WOOD STRUCTURAL PANEL,
3/8 -INCH (9.5 MM) PARTICLEBOARD, 1 -INCH
(25 -MM) NOMINAL LUMBER, CEMENT
FIBERBOARD, BATTS OR BLANKETS OF
MINERAL WOOL OR GLASS FIBER, OR OTHER
APPROVED MATERIALS ADEQUATELY
SUPPORTED, THE INTEGRITY OF DRAFTSTOPS
SHALL BE MAINTAINED.
TRUSS LAYOUT PER STRUCTURAL
SOLID 2X BLOCKING
R-49 INSULATION
R-13 INSULATION
WALL ASSEMBLY/
JSTS PER FRAMING PLAN
RIM JST U1/ BLOCKING
SOLID 2X BLOCKING
CONT. BLOCKING
aLL ASSEMBLY/
13 INSULATION
FAR7N' AAL.J. SECTION
NTS ( 1 HR WALL )
SEE WALL ASSEMBLY SHT A5.1
N WALL TO MATCH
3L STUD WALL WIDTH
HANDRAIL EXTENSIONS SHALL RETURN TO WALL, GUARD, TO THE
LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL
OF AN ADJACENT STAIR FLIGHT
HANDRAIL REQUIRED ON EACH SIDE OF STAIRS, TYPICAL
PROVIDE GUARD RAILS AT LANDINGS MINIIMUM 42" HIGH
HANDGRIP PORTION OF HANDRAIL SHALL BE
NOT LESS 1 1/4" NOR MORE THAN 2" IN
CROSS SECTIONAL DIM.
NOSING MIN- 3/4" MAX 1-1/4" REQ'D ON
STAIRS WITH SOLID RISER.
BEVELING OF NOSING MAX 1/2"
HANDRAILS MUST BE STRONG ENOUGH TO RESIST
200 POUND POINT LOAD IN ANY DIRECTION.
HANDRAIL ON OPEN SIDE OF STAIRS MUST NOT
ALLOW 4" SPHERE TO PASS THROUGH TO HST OF 34" and
MUST NOT ALLOW A 4 3/5" SPHERE TO PASS THROUGH AT HGTS OF 36" - 42"
EXCEPTION -
THE TRIANGLE OPENTINGS FORMED BY THE RISER,
TREAD AND BOTTON RAIL OF A GUARD AT THE OPEN
SIDE OF A STAIRWAY CANNOT ALLOW A 6" SPERE
TO PASS THROUGH.
VERTICAL CLEARANCE SHALL BE Sm INCHES MIN- PROVIDE METAL
RAIL OR OTHER BARRIER TO BE PROVIDED WHEN THE VERTICAL
CLEARANCE IS LESS THAN Sm INCHES. THE LEADING EDGE OF
BARRIER SHALL BE MAX 21 INCHES ABOVE THE FLOOR LINE. PER
IBC SEC 1003.3/ ICG A11-1.1 SEC 30-1.4
CLASS 'B' ROOFING
OVER WITH 150 FELT
MATCH EXISTING ROOF ADJACENT STRUCTURE
SHEATHING TO BE 1/2" 24/0 Pl
FULLY BLOCKED WITH APPRC
(CCX WHERE EXPOSED)
ALL ROOF FLASHINGS TO BE
GAUGE GALVANIZED STEEL.
2x SCREENED EAVE VENT -
PROVIDE APPROVED
INSULATION BAFFLE TO
ENSURE 1" MIN AIRSPACE.
SOLID BLOCKING AT EAVES
4 FT EACH SIDE OF
SEPARATION WALLS OF UNITS
TOP PLATE
FLOOR LINE
TOP PLATE
FLOOR LINE
AT PATIOS e WALKWAYS
4" CONC. SLAB ON COMPACT
FILL W/THK'D EDGES. PROV11=
#4x18" REBAR DOWELS SLAB'
FNDN WALL TO PREVENT SETTL.= - >=rq.
12
12
I. ALL WALL DIMENSIONS ARE TO FACE OF STUD
UNLESS OTHERWISE NOTED.
2. ALL EXTERIOR WALLS - SEE WALL LEGEND 8
SEE STRUCTURAL DRAWINGS FOR SPACING.
3- ALL INTERIOR WALLS SHALL BE 2x4 STUDS
AT 16" O.G. UNLESS OTHERWISE NOTED.
4- SEE STRUCTURAL DRAWINGS FOR ALL
HEADER AND BEAM REQUIREMENTS.
5- INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE
REQUIREMENTS. SEE SCHEDULE THIS SHEET.
6. REFER TO SITE PLAN FOR SPECIFIC SIDEWALK AND
PARKING CONFIGURATION. SITE PLAN CONFIGURATION
TAKES PRECEDENCE OVER THIS DRAWING.
-1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS,
USE WRITTEN DIMENSIONS. G.G. TO VERIFY ALL DIMENSIONS
AND REPORT ANY DISCREPENCIES TO THE ARCHITECT OR FIELD
ENGINEER BEFORE PROCEEDING TO CONSTRUCTION.
RUN 24" MIN BELOW L) I L� Lo) I NC=,==; C I I UN - - -- -
TOP OF SLAB
NOTE: SEE SHEETS SA e SB FOR WALL/ FLR/ ROOF ASSEMBLIES 6 DETAILS
2x6 OVERFRAME
a 24" O.G.
GIRDER TRUSS
PER TRUSS MANUF
GABLE -END
MANUF. TRUSSES
24" O.C. MAX
GABLE END VENT
SEE EXT ELEVATIONS
- TYPICAL EXTERIOR WALL:
(2)2x6 TOP PLATES
2x6 STUDS a 16" O.G.
2x6 BOTTOM PLATE
1/2" SHT'G (APA RATED 24/0)
PER STRUCTURAL
AIR BARRIER
EXTERIOR SIDING PER ELEV.
R-21 INSULATION W/ CONT.
VAPOR BARRIER
(WARM SIDE)
R-10 a HEADER
BRICK VENEER
PER MANUF
BUILDING 1
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REGISTERED;A
R�IT��
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7 ARK D. PETERSON
STATE OF WASHINGTON
0,/0S/2�2
EXP: 09/30/22
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
PLAN NO'
MT14-15ro I
DATE -
05/29/2021
II
II
o�
2x6 STUDS a 16'I O.C.
R-21 INSULATION
(0" CONC. SLAB UJ/ 6 MIL. VAPOR
BARRIER OVER 4" COMPACT
SAND AND GRAVEL BASE.
SEE STRUCTURAL
P.T. PLATE
FIN FLOOR
2x P.T. NAILER
ANCHOR
BOLTS PER
STRUCTURAL
R-10 RIGID INSUL—
RUN 24" MIN BELOW
TOP OF SLAB
RE INF PER
STRUCTURAL
I
NTS
MMI
WALL ASSEMBLY
SEE FLR PLANS 4 SHT Aga
150 FELT UNDERLAYMENT
-BRICK VENEER
0
1" MIN. AIR SPACE
D SPOT SED ALL TIES
UJ/ CEMENT MORTAR
0 BRICK TIES 24" O.C. HORIZ.
4 12" O.C. VERT.
3/8" WEEP HOLES
6 32" O.C.
—METAL FLASHING UJ/
-�� DRIP LEDGE
4" 1. 10" L411
REINF PER
STRUCTURAL
REINF PER
STRUCTURAL
211
1/211
HEADER AT HEAD CONDITION
SEE STRUCTURAL DWG'S
5/8" GYPSUM BOARD (TYF1.)
EXCEPT AT RESTROOMS
+6'-8" OL
A.F.F.
DOOR f WOOD/METAL FRAME
NTS Jamb Similar
EXT. DOOR
SEE DOOR SCHEDULE
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TIL00IL0
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EXT. S I DEAALK
CAULK JO I NT
NTS
D®® 7H5H®LD
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NO.
SRE
HEAD
JAMB
SILL
MATERIAL
FRAME
RATING
REMARKS
O
3' -0"x6' -8"x1-3/4"
_
_
1/A6.1
METAL
HOLLOW
METAL
20 min
SEE NOTE NO. 1
2
3' -0"x6' -8"x1-3/4"
_
_
1 /A6.1
WOOD
GLASS
HOLLOW
METAL
20 min
SEE NOTE NO. 2
O3
3' -0"x6' -8"x1-3/4"
2/A6.1
_
_
WOOD
WOOD
—
SEE NOTE NO. 3
O2'
-4"x6' -8"x1-1/4"
2/A6.1
—
—
WOOD
WOOD
—
SEE NOTE NO. 3
4' -0"x6' -8"x1-1/4"
W
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BI—FOLD
—
—
—
WOOD
WOOD
—
V
5' -0"x6' -8"x1-1/4"
Z
LU
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BI—PASS
—
—
—
WOOD
WOOD
O
2' -6"x6' -8"x1-3/4"
—
—
—
METAL
HOLLOW
METAL
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5'-0
SGD 8"x1-3/4"
�
1/A6.1
METAL
MOLLOW
—
LU
—
—
0
LQ
f
5' -0"x6' -8"x1-1/4"
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BI—FOLD
—
—
—
WOOD
WOOD
—
10
2' -6"x6' -8"x1-1/4"
2/A6.1
—
—
WOOD
WOOD
—
11
2' -4"x6' -8"x1-1/4"
2/A6.1
—
_
WOOD
WOOD
—
2' -8"x6' -8"x1-1/4"
12
BI—FOLD
—
—
—
WOOD
WOOD
—
4' -0"x6' -8"x1-1/4"
13
BI—PASS
—
—
—
WOOD
WOOD
—
ALUM.
THRESHOLD
1/4" MAX FLOOR CHAN6E
1/2" MAX OVERALL FLOOR CHANGE
1N/ 2:1 SEVELEIP SLOPE
PER ICC/ ANSI ,4111.1-200Q
FLR FINISH
• NO. •
(1) MAIN DOOR:
• 1-1/2 PAIR BUTT HINGES
• PASSAGE LATCH: APPROVED STANDARD
• DOOR CLOSER - APPROVED STANDARD
• APPROVED SMOKE GASKET
• BEVELED KICK PLATE ON BOTH SIDE - 18" HIGH STAINLESS STEEL
• DOOR STOPS - FLOOR MOUNTED
(2) STANDARD DOORS:
• 1-1/2 PAIR BUTT HINGES
• PASSAGE LATCH: APPROVED STANDARD
• DOOR CLOSER - APPROVED STANDARD
• APPROVED SMOKE GASKET
• BEVELED KICK PLATE ON BOTH SIDE - 18" HIGH STAINLESS STEEL
• DOOR STOPS - FLOOR MOUNTED
(3) STANDARD DOORS:
• 1-1/2 PAIR BUTT HINGES
• PASSAGE LATCH: APPROVED STANDARD
(4) NOT USED
(5) ALL GLASS USED IN SWINGING DOORS AND GLASS WALL
PANELS SHALL CONFORM WITH THE SAFETY STANDARDS
FOR ARCHITECTURAL GLAZING MATERIALS (16 CFR 1201) BY
THE CONSUMER PRODUCT SAFETY COMMISION.
(6) NOT USED
(7) ALL DOORS/WINDOWS AND HARDWARES TO BE SPECIFIED BY OWNER
AND MEET CODE REQUIREMENTS.
(8a) -EXTERIOR EXIT DOORS SHALL HAVE MAX OPENING FORCE
OF 8.5 lbs AND INTERIOR DOORS SHALL HAVE MAX OPENING
FORCE OF 5 Ibs.
-THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED
TO A 30 LB FORCE.
-THE DOOR SHALL SWING TO A FULL OPEN POSITION WHEN
SUBJECTED TO A 15 LB FORCE.
-FORCES SHALL BE APPLIED TO THE LATCH SIDE
-WITHIN AN ACCESSIBLE ROUTE, AT EXT DOORS WHERE
ENVIRONMENTAL CONDITIONS REQ A CLOSING PRESSURE
GREATER THAN 8.5 LBS, POWER OPERATED DOORS SHALL BE
USED W/I THE ACCESSIBLE ROUTE OF TRAVEL.
(8b) -DOOR OPERATIONS- EGRESS DOORS SHALL BE READILY OPENABLE
FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT
-DOOR HARDWARE- DOOR HANDLES, PULLS, ETC, SHALL NOT
REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF
THE WRIST TO OPERATE
-HARDWARE HEIGHT- DOOR HANDLES, PULLS, ETC, SHALL BE
INSTALLED 34" MIN AND 48" MAX ABOVE FIN FLOOR
LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED
FOR NORMAL OPERATION ARE PERMITTED AT ANY HEIGHT
(8c) -LOCKS & LATCHES- SHALL BE PERMITTED TO PREVENT OPERATION
WHERE THE FOLLOWING EXISTS
-PROVIDE SIGN ON OR ADJACENT TO DOOR STATING " THIS DOOR TO
REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN
LETTERS NOT LESS THAN 1 " HIGH ON CONTRASTING BACKGROUND.
-PAIR EGRESS DOORS- PROVIDE APPROVED AUTOMATIC FLUSH BOLTS
SHALL BE PERMITTED IF DOOR LEAF W/ AUTO FLUSH BOLT HAS NO
DOORKNOB OR SURFACE MOUNTED HARDWARE
(9) PAINT HOLLOW METAL FRAMES WITH ENAMEL PAINT TO MATCH DOOR COLOR UNLESS NOTED
OTHERWISE.
(10) FIELD VERIFY ALL WALL THICKNESS FOR FRAME THROAT DIMENSION, AND ALL ROUGH AND
OPENINGS PRIOR TO ORDERING, FABRICATION AND/OR INSTALLING FRAMES AND DOORS.
(1 1) MOUNT ALL SIGNAGE ON LATCH SIDE OF DOOR, 2" FROM FRAME IN HORIZONTAL DIRECTION ,
CENTERLINE OF SIGN AT 5'-0" VERTICALLY. IF ENCOUNTER SPACE CONSTRAINTS, MOUNT SIGN ON
HINGE SIDE OF DOOR.
(12) PROVIDE INDUSTRY APPROVED SEPARATIONS WHENEVER METALS OF DIFFERENT GALVANIC RANGE,
SUCH AS ALUMINUM THRESHOLDS AND HOLLOW METAL FRAMES, WILL CONTACT ONE ANOTHER.
(13) PROVIDE SEALANT FOR TIGHT FIT PRIOR TO PAINTING AND/OR FINISH WHERE THERE ARE ANY
VISIBLE CLEARANCES BETWEEN DOOR FRAME AND WALL.
(14) PROVIDE DOUBLE STUDS AT JAMBS OF ALL DOORS. BRACE TO ROOF STRUCTURE AT EACH JAMB
LOCATION.
(15) ALL GLASS LIGHTS IN DOORS ARE FIXED AND TEMPERED, UNLESS NOTED OTHERWISE.
(16) INSTALL (3) JAMB ANCHORS AT EACH JAMB SIDE OF ALL HOLLOW METAL DOOR FRAMES.
(17) ALL INTERIOR DOORS AND WINDOWS SHALL BE SURROUNDED BY WALL CONSTRUCTION ABOVE
AND AT THE SIDES AND BELOW AS APPLICABLE. ALL SURROUNDING WALLS TO BE SAME
CONSTRUCTION AS REQUIRED ON PLANS FOR IMMEDIATELY ADJACENT WALL.
(18) ALL DOORS TO BE UNDERCUT PER SPECIFICATIONS UNLESS OTHERWISE NOTED. COORDINATE
UNDERCUT WITH DOOR HARDWARE FOR PROPER CLEARANCES AND ADJUST AS REQUIRED.
(19) GROUT SOLID ALL THRESHOLDS & ATTACH TO CONCRETE W/ EXPANSION ANCHORS.
(20) ELEVATIONS OF FRAME TYPES ARE SHOWN AS VIEWED FROM EXTERIOR; DETAILS MAY BE SHOWN
OPPOSITE OF ACTUAL DETAIL CONDITION.
(21) ALLOW FOR HORIZONTAL AND VERTICAL THERMAL EXPANSION AND CONTRACTION IN ALL METAL
AND GLASS WORK.
�0
REGISTERED
A
T�E_
ARK D. PETTERSON
STATE OF WASHINGTON
On/
AXP: 09/30/22
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
PLAN NO:
MDTH-15(o
DATE -
05/29/2021
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REGISTERED
A
T�E_
ARK D. PETTERSON
STATE OF WASHINGTON
On/
AXP: 09/30/22
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
PLAN NO:
MDTH-15(o
DATE -
05/29/2021
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REGISTERED
A
T�E_
ARK D. PETTERSON
STATE OF WASHINGTON
On/
AXP: 09/30/22
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic—
ensed builder and struct—
ural engineer for compli—
ance to specific site con—
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi—
tect, or structural engineer.
PLAN NO:
MDTH-15(o
DATE -
05/29/2021
�I
F::LOOR/
7 57
No .�
fi NO
REFOR7
-FINISH FLOOR
-EXRIOR FINISH SY STEM
T
�ppyW
FLOOR
-1 1/2" MAX GYP -CRETE OPTIONAL
INTERIOR
-3/4" T / G PLY
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GLUED 1 NAILED PER STRUCTURAL
-WOOD STRUCTURAL PANEL SHEATHING- MIN 1/16", 4 FT WIDE, MIN GRADE "CO" OR " SHEATHING".
Sd COMMON OR GALVANIZED BOX NAILS SPACED MAX
INSTALLED W/ LONG DIM OF SHEET OR FACE GRAIN PARALLEL W/ OR PERPENDICULAR t0 STUDS.
6" OC ®ENDS, 12" OC INTERMEDIATE, 3/8" FROM PANEL EDGES
-TJI FLOOR TRUSSES or OPEN WEB TRUSSES PER STRUCTURAL
PRODUCT FIRE CLASSES A -H
ATTACH TO STUDS ON EXT SIDE W/ 6d CEMENT COATED BOX NAILS SPACED 6" OC PERIMETER
-TWO LAYERS 5/8" TYPE X CsU18
1
OF PANELS AND 12" OC INTERIOR STUDS
OR
UL DESIGN NO
1
EXTERIOR
-two LAYERS 1/2" USG/CGC sHEETROCK
FIRE CODE C
I HR
TJM / FCA 60-01
Q
BASE LAYER INSTALLED LONG DIM. PERPENDICULAR TO SUPPORTS, W/ END
OR APPROVED EQUAL
Q
MATCH 2 LAYERS GWB
JNTS BUTTED OVER SUPPORTS 1 STAGGERED 24" MIN.
• BEAMS
FACE LAYER INSTALLED LONG DIM. PERPENDICULAR t0 BASE LAYER W/ END
LL
CEILING
JNTS BUTTED OVER SUPPORTS 1 STAGGERED 24" MIN FROM BASE LAYER END JNTS,
-FG BATT INSULATION ( R- 21 )
INTERIOR
TYPE W SCREWS SUPPORTS 4 811
IATE W1
OC ON ADYIER
aCBUDTT
Lu
-ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS
JINNTS! FASTEN FACES L
ON END SUPPORTS TO BASE LAYER
Q
-
A ROW OF TYPE G SCREWS 6" FROM END JNTS, SPACED S" Or
W/ 6d COATED NAILS, 1 1/8" LONG, j915" SHANK, 1/4" HEADS, 1" Or-
C—JOINTS
U
USE WATER RESISTANT TYPE 'X' AT EXTERIOR 1 BATHROOM WALLS/CEIL
-JOINTS1 NAILHEADS COVERED W/ TAPE AND JOINT COMPOUND
(]L�
NAIL HEADS COVERED W/ JOINT COMPOUND
X
EXTERIOR
-CLASS B COMP ROOFING
12
-1/2" MIN PLYWOOD SHEATHING
PER
PER STRUCTURAL
-EXTERIOR FINISH SYSTEM
ROOF
Sd COMMON OR GALVANIZED BOX NAILS SPACED MIN
NAILING PER MANUF
PLAN
6" OC a ENDS, 12" OC INTERMEDIATE, 3/8" FROM PANEL EDGES
-TRUSSES PER STRUCTURAL
-FG BATT INSULATION W/ 1" MIN VENT SPACE
W/ 1 3/4" GALV ROOFING NAILS 4" OC AT VERTICAL JNTS / 1" OC AT INTERMEDIATE STUDS / TOP/ BOT PLATE
R-38 HIGH DENSITY
JNTS MAY BE LEFT UNTREATED
2X VENT BLOCKING- SEE VENT CALCS
GA FILE NO
20
2
HR
IBC TABLE 121.1
O
-TWO LAYERS 5/8" TYPE X GM1
ITEM 2I-1.1
Q
BASE LAYER INSTALLED LONG DIM. PERPENDICULAR TO SUPPORTS, W/ END
EXTERIOR
fL/
INTERIOR
JNTS BUTTED OVER SUPPORTS / STAGGERED 24" MIN. 1 1/4" MIN TYPE W SCREWS PLACED MAX 24" OC
OR APPROVED EQUAL
FACE LAYER INSTALLED LONG DIM. PERPENDICULAR TO BASE LAYER, W/ END
-FG BATT INSULATION ( R- 21 )
JNTS BUTTED OVER SUPPORTS / STAGGERED 24" MIN FROM BASE LAYER END JNTS.
LU
1 1/8" MIN TYPE W SCREWS PLACED MAX 12" OC ON INTERMEDIATE SUPPORTS / 8" OC
ON END SUPPORTS a BUTT JNTS. FASTEN FACE LAYER TO BASE LAYER W/
-ONE LAYER 5/8" TYPE X C-aS SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS
V
11/211 TYPE G SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JNTS, 12" OC
IY
MATCH 2 LAYERS GWB
=
a BEAMS
Z X
INTERIOR
USE WATER RESISTANT TYPE 'X' At EXTERIOR 1 BATHROOM WALLS/CEIL
ONOT
USED
DECK
— 111
EXTERIOR
-FINISH DECKING SYSTEM / WATERPROOF MEMBRANE
USE WATER FIESISTANT TYPE 'X' AT EXTERIOR / BATHROOM WALLS/CEIL
-I/2" T 1 G PLY- EXTERIOR GRADE
-ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS
4
O
GLUED 1 NAILED PER STRUCTURAL
W/ 1 1/4" TYPE W SCREW 12" OC MAX
Sd COMMON OR GALVANIZED BOX NAILS SPACED MAX
JNTS STAGGERED IB" ON OPPOSITE SIDES
6" oC a ENDS, 12" OC INTERMEDIATE, 3/8" FROM PANEL EDGES
-2x 4 (2x 6) a 16" OC MAX FRAMING PER STRUCTURAL
1 HR
IBC TABLE X21.1
-3/4" T t G PLY- EXTERIOR GRADE
AND LOCATIONS OF PLYWOOD SHEATHING
<3>
GLUED / NAILED PER STRUCTURAL
-FG BATT INSULATION a BATHROOM WALLS
ITEM 13-1.4
EXTERIOR
COMMON OR NAILS SPACED MAX
66"" OC a ENDS, 12" OC INTERMEIZED D ATE 3/8" FROM PANEL EDGES
-ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS
OR APPROVED EQUAL
-2X DECK JOISTS PER STRUCTURAL
W/ 1 1/4" TYPE W SCREW 12" OC MAX
MAX SPACING I6" OC
JNTS STAGGERED 16" ON OPPOSITE SIDES
GA FILE NO
-ONE LAYER 1/2" TYPE X GWB
U
NAILED t0 JOINTS W/ 5d COOLER OR WALLBOARD NAILS At 6" OC.
-ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS
W
END JOINTS OF WALLBOARD CENTERED ON JOISTS
W/ 1 1/4" TYPE W SCREW 12" OC MAX
DBL- I HR WALLS
0
JNTS STAGGERED IB" ON OPPOSITE SIDES
-2x 4 (2x 6) a 16" OC MAX FRAMING PER STRUCTURAL
WP 3510
-SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES
7:7CaUARDRAIL 42" MIN HIGH GUARDRAIL 42" MIN HIGH
PER I.B.C.-SEE STAIR PER I.B.C.-SEE STAIR
DETAIL/ NOTES DETAIL/ NOTES
TYPE/STYLE PER OWNER TYPE/STYLE PER OWNER
4
FINISH TRIM BAND- VERIFY FINISH TRIM BAND- VERIFY
W/ EXTERIOR ELEVATIONS W/ EXTERIOR ELEVATIONS
T
_ I
®� ®I �l AL.
2X BLOCKING
2" WIDE CONT. SCREENED VENT
D c< DE!7AIL5
)N n&�
BEAM PER STRUCT
W/ RATED WRAP
V_].�
JOISTS PER STRUCT JOISTS PER STRUCT
A55E`�llllll`�E5L*i00 NO E=21$5,
1- SEE ARCHITECTURAL FLOOR PLANS E BUILDING SECTIONS FOR
ASSEMBLY LOCATIONS E DESIGNATIONS
2- SEE ARCHITECTUAL ELEVATIONS FOR EXTERIOR FINISHES
FINISH SYSTEMS TO INCLUDE WEATHER RESISIVE BARRIER
BUILDING PAPER/ FELT 15" MIN
3- SEE STRUCTURAL FOR SHEAR WALL SCHEDULES AND DETAILS
4- SEE ASSEMBLY TEST REPORTS FOR ADDITIONAL DETAILED
INSTALLATION REQUIREMENTS
5- PROVIDE VAPOR BARRIER ON WARM SIDE WHERE ASSEMBLY EXPOSED
TO AMBIENT TEMPERATURE
6- ASSEMBLIES SHALL COMPLY W/ IBC CHAPTER -1 FIRE RESISTANT
MATERIALS AND CONSTRUCTION- FIRE BLOCKS/ DRAFT STOPS ETC
-I- AT TUB AND SHOWERS EXTEND TYPE 'X' TO PLATES TO ACHIEVE
REQ. FIRE RATING. USE WR GWB OVER TYPE 'X' LAYERS WHERE REQUIRED
50UNND C®N7 ®L N®fi �
1- INTERIOR WALL AND FLOOR / CEILING ASSEMBLIES SEPARATING UNITS
SHALL PROVIDE AIRBORNE SOUND INSUL FOR WALLS
ASSEMBLIES SHALL HAVE AN STC RATING OF 50
2- PROVIDE AN APPROVED RESILIENT SEALANT AT ALL JOINTS
At THE PERIMETER OF WALL AND FLOOR/ CEIL ASSEMBLIES
REQ TO HAVE AIRBORNE AND/ OR IMPACT SOUND INSULATION
3- PROVIDE RESILIENT SLEEVES, MOUNTS, OR UNDERLAYMENT FOR
ALL VIBRATION CAUSING CONDUITS, DUCTS, PIPES OR VENTS
WITHIN SEPARATING ASSEMBLIES. SEAL ALL PENETRATIONS
WITH APPROVED RESILIENT INSULATING MATERIALS
4- DO NOT PLACE ELECTRICAL OUTLET BOXES BACK TO BACK WHERE
OUTLET BOXES OCCUR IN OPPOSITE WALL SUFACES OF SEPARATING WALLS.
PLACE BOXES IN SEPARATE STUD BAYS, OR OFFSET MIN 12" IN OPPOSITE WALLS.
SEAL BACK OF BOXES W/ RESILIENT SEALANT
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REGISTERED I T
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A�7,00r2o'2
PETERSON
WASHINGTON
EXP: 013/3(d/22
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer.
PLAN NO:
MDTH-15(o
DATE -
05/29/2021
7 57
No .�
Afi NO
REF® 7
L
-EXRIOR FINISH SY STEM
T
�ppyW
M
NAILING PER MANUF
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-WOOD STRUCTURAL PANEL SHEATHING- MIN 1/16", 4 FT WIDE, MIN GRADE "CO" OR " SHEATHING".
INSTALLED W/ LONG DIM OF SHEET OR FACE GRAIN PARALLEL W/ OR PERPENDICULAR t0 STUDS.
VERT JOINTS CENTERED ON STUDS. WORM JOINTS BACKED W/ NOM. 2X4 BLOCKING.
ATTACH TO STUDS ON EXT SIDE W/ 6d CEMENT COATED BOX NAILS SPACED 6" OC PERIMETER
OF PANELS AND 12" OC INTERIOR STUDS
1 HR
UL DESIGN NO
1
EXTERIOR
INTERIOR
-SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES
U35ro
AND LOCATIONS OF PLYWOOD SHEATHING
1 hr int Only
-2x 6 RAMINCs PER STRUCTURAL
-FG BATT INSULATION ( R- 21 )
-ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS
Q
W/ 6d COATED NAILS, 1 1/8" LONG, j915" SHANK, 1/4" HEADS, 1" Or-
C—JOINTS
-JOINTS1 NAILHEADS COVERED W/ TAPE AND JOINT COMPOUND
(]L�
NAIL HEADS COVERED W/ JOINT COMPOUND
X
111
USE WATER RESISTANT TYPE 'X' AT EXTERIOR 1 BATHROOM WALLS/CEIL
-EXTERIOR FINISH SYSTEM
NAILING PER MANUF
-ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL TO STUDS
W/ 1 3/4" GALV ROOFING NAILS 4" OC AT VERTICAL JNTS / 1" OC AT INTERMEDIATE STUDS / TOP/ BOT PLATE
JNTS MAY BE LEFT UNTREATED
1 HR
GA FILE NO
20
-SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES
WP 8105
AND LOCATIONS OF PLYWOOD SHEATHING
EXTERIOR
INTERIOR
-2x 6 FRAMING PER STRUCTURAL
OR APPROVED EQUAL
-FG BATT INSULATION ( R- 21 )
-ONE LAYER 5/8" TYPE X C-aS SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS
W/ 6d COATED NAILS, 1 1/8" LONG, ,x915" SHANK, 1/4" HEADS, 1" OC
Z X
— 111
USE WATER FIESISTANT TYPE 'X' AT EXTERIOR / BATHROOM WALLS/CEIL
-ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS
W/ 1 1/4" TYPE W SCREW 12" OC MAX
JNTS STAGGERED IB" ON OPPOSITE SIDES
-2x 4 (2x 6) a 16" OC MAX FRAMING PER STRUCTURAL
-SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES
AND LOCATIONS OF PLYWOOD SHEATHING
<3>
-FG BATT INSULATION a BATHROOM WALLS
-ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS
W/ 1 1/4" TYPE W SCREW 12" OC MAX
JNTS STAGGERED 16" ON OPPOSITE SIDES
GA FILE NO
INTERIOR INTERIOR
WP 3514
-ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS
W/ 1 1/4" TYPE W SCREW 12" OC MAX
DBL- I HR WALLS
OR
JNTS STAGGERED IB" ON OPPOSITE SIDES
-2x 4 (2x 6) a 16" OC MAX FRAMING PER STRUCTURAL
WP 3510
-SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES
SEE WALL 4 CALLOUTS
AND LOCATIONS OF PLYWOOD SHEATHING
FOR DBL WALL
-FG BATT INSULATION a BATHROOM WALLS
4
-ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS
OR APPROVED EQUAL
W/ 1 1/4" TYPE W SCREW 12" OC MAX
fQ �
JNTS STAGGED 16" ON OPPOSITE SIDES
USE WATER FIESISTANT TYPE 'X' AT EXTERIOR / BATHROOM WALLS/CEIL
-ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS
W/ 1 1/4" TYPE W SCREW 12" OC MAX
JNTS STAGGERED 16" ON OPPOSITE SIDES
-2x 4 (2x 6) a 16" OC MAX FRAMING PER STRUCTURAL
-SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES
AND LOCATIONS OF PLYWOOD SHEATHING
GA FILE NO
-FG BATT INSULATION a BATHROOM WALLS
-ONE LAYER 5/8" TYPE X C-46 SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS
1/2 HR
WP 3514
4
INTERIOR INTERIOR
W/ 1 1/4" TYPE W SCREW 12" OC MAX
JNTS STAGGERED IB" ON OPPOSITE SIDES
OR
OR
WP 3510
5/811
*6 WALL50ARD -WW/ rod WEADSL11=D PARALLEL OR PERPENDICULAR TO STUDS
APPROVED
TED NAILS, 11/811 LONG, ODS1511 SHOANVENEER
COAR1/4'11
OR EQUAL
JNTS STAGGERED 24" ON OPPOSITE SIDES
-2x 4 (2x 6) a 24" OC MAX FRAMING PER STRUCTURAL
-SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES
AND LOCATIONS OF PLYWOOD SHEATHING
-FG BATT INSULATION a BATHROOM WALLS
INTERIOR
Q
COLUMN
I
-ONE LAYER 5/8" TYPE X CsW6 WALLBOARD OR VENEER APPLIED PARALLEL OR PERPENDICULAR TO STUDS
W/ NAILS, 11/8-1 SHANK, 1/4" 1"
6d COATED LONG, 0.0915" 11 OC
JNTS STAGGERED 24" ON OPPOSITE SIDES
Z
USE WATER RESISTANT TYPE 'X' AT EXTERIOR / BATHROOM WALLS/CEIL
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REGISTERED I T
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A�7,00r2o'2
PETERSON
WASHINGTON
EXP: 013/3(d/22
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer.
PLAN NO:
MDTH-15(o
DATE -
05/29/2021
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REGISTERED I T
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A�7,00r2o'2
PETERSON
WASHINGTON
EXP: 013/3(d/22
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer.
PLAN NO:
MDTH-15(o
DATE -
05/29/2021
3
System No. F-C-2020
3
2
1
1
2
3B 2
A
3A
A
System No. F-C-2019
Section A-A
1D
3A
3B
1B
1A
2
2 3A
A
3B
A
3A
1D
Section A-A
3B
1B
2 1A
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PERPENDICULAR TO TRUSS
PARALLEL TO TRUSS
INSTALL A CONTINUOUS BEAD
OF OSI CAULK OVER ALL
WINDOW FINS. UNDER THE
FLA'"' n n nrn
SET WINDOW AND FLASH
PER THE MANUFACTURER'S
SPECIFICATIONS
CUT AND
LAP 2"
2II
12" WIDE NERVASTRAL LIVER 2'1
A CONTINU❑US BEAD OF
OSI CAULK AT THE SILL
LEAVE UNATTACHED AT BOTTOM
EDGE SO THE BUILDING PAPER
CAN BE INSTALLED UNDERNEATH
STEP 1
SET WINDOW AND FLASH
PER THE MANUFACTURER'S
SPECIFICATIONS
STEP 2
ANDOH INSTALLATION PRO�EPURE.
NO 5GALE
AT DECK AREAS, LAP
DOOR PAN OVER DECI
TO WALL FLASHING-
5TP I
9" WIDE 60 MIN,
GRADE D BUILDING
PAPER AT HEAD
JAMBS AND SILL.
OVERLAP AS SHOWN
ONE PIECE GALVANIZED
DOOR PAN, D❑ NOT PIERCE
FLASHING
!)CINSTALL CLINT. BEAD OF
CAULK TO DOOR PAN
PRIOR TO SETTING DOOR
SET DOOR ON PF
AND SECURE TO
5TEP 2
E HOT DIPPED
LVANIZED
OFING NAILS
INSTALLENAMELEDSTEEL
GRADE D BUILDING
PAPER AT HEAD
AND JAMBS. OVERLAP
AS SHOWN,
INSTALL A CLINT. BEAD ❑F
CAULK UNDER
BUILDING PAPER
5TEP 3
5L I D I N6 C LA55 DOOR I N5TALLATI ON FROGEDURE.
NO 5GALE
LAP NEXT COURSE '
OF PAPER OVER
TOP AND SIDES OF
VINYL BLOC
TUCK BUILDING PAPER
UP UNDER PAPER PLACED
UNDER VINYL BL❑CK�
PLACE WOOD BLOCK OVER
BUILDING PAPER EXTEND PAPER
6" BEYOND BLOCK ON ALL SIDE
PLACE VINYL BLOCK OVER
BUILDING PAPER EXTEND PAPER INSTALL ANODIZED
6' BEYOND BLOCK ON ALL SIDES ALUMINUM. GALVANIZED
OR ENAMELED STEEL
DRIP FLASHING OVER
ALL WOOD BLOCKS ----
STEP 3
LAP NEXT COURSE
OF PAPER OVER
(D
u FLASHING AND DOWN
All SIDES OF BLOCK__� (D
MANUFACTURED VINYL BLOCK
TYPICAL THRU-WALL PENETRATION DETAIL
NO 5GALE
TUCK BUILDING PAPER
UP UNDER PAPER PLACED
UNDER WOOD BLOCK
WOOD BLOCK
INSTALL WOOD TRIM
AND/OR BRICK MOLD
AROUND DOOR FRAME
5 -
m
T❑P OF FLASHING
AT 110 DEGREES
SLIP BUILDING PAPER
UP UNDER NERVASTRAL
TO BOTTOM OF WIND❑W
FILL GAP BETWEEN
JAMB AND TRIM
WITH CAULK
CAULK BEAD
UNDER TRIM
STEP 4
INSTALL BUILDING WRAP
WEATHERBOARD FASHION
STARTING
FROM THE BOTTOM
STEP 4 (VINYL TRIM)
EXTEND BUILDING
WRAP OVER
FLASHING PAPER
INSTAL
AROUP
MANU
STAN �
STEP 5 (VINYL TRIM)
JIL
m _
\`T❑P OF FLASHING
AT 105 DEGREES
EXTEND BUILDING
PAPER OVER
METAL FLASHING
INSTALL 60 MIN. GRADE D BUILDING
PAPER WEATHERBOARD FASHION
STARTING FROM THE BOTTOM STEP 6
TAIC'TAI 1 CI A17`L1TAfr I IAITICD ''C1 I V BAND
VENT AT BELLY BAND
NO 5GALE
—TOP OF FLASHING
AT 105 DEGREES
BAND FLASHING
INSTALL ENAMELED STEEL
DRIP FLASHINGS �.
Cz
- m
�t
TOP OF FLASHIN
AT 105 DEGREES
INSTALL ❑PVC/W❑❑D TRIM SLIP BUILDI
AROUND WINDOW FRAME UNDER SILL
WITH 1/8' GAP BETWEEN BOTTOM OF
TRIM AND FRAME.
STEP 4 (❑PVC/W❑❑D TRIM)
X6390
\ \) REGISTERED
AR¢�I E
ARK D. PETERSON
STATE OF WASHINGTON
01/,V$/2m2
EXP: 09/30/22
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer
PLAN NO:
MDTH-156
DAM -
05/2':B/2021
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X6390
\ \) REGISTERED
AR¢�I E
ARK D. PETERSON
STATE OF WASHINGTON
01/,V$/2m2
EXP: 09/30/22
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer
PLAN NO:
MDTH-156
DAM -
05/2':B/2021
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X6390
\ \) REGISTERED
AR¢�I E
ARK D. PETERSON
STATE OF WASHINGTON
01/,V$/2m2
EXP: 09/30/22
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer
PLAN NO:
MDTH-156
DAM -
05/2':B/2021
SLIP TARGET F
UNDER LEDGER
LED6ER DETAIL
NO 5GALE
INSTALL
OUTSIDE
FLASHIN,
PLACE BE
CAULK BE
INSTALLIP
FLASHING
BEVELED
SLOPED C
SKIRT TR]
PAPER SP
FUR CLAR
LAP ELAS
OVER 1 P
OUTSIDE I
FLASHING,
IN CAULK
OUTSIDE GORNER
WATERTRBLE FLASHING
�a SGALE
®E1711
4e. ��1 re _
SLIP BUILDING PAPER.
UP UNDER PAPER TO
BOTTOM OF BELLY -
BAND
'TOP OF FLASHING
AT 110 DEGREES
FLASH I NC PROFILE
PAPER SPLI1
FUR CLARITY
LAP ELAS
OVER 1 P
OUTSIDE I
FLASHING,
IN CAULK
BE
SL
EXTEND BUILDING
PAPER OVER
METAL FLASHING
INSTALL 60 MIN. BUILDING PAPER
WEATHERBOARD FASHI❑N STARTING
FROM THE BOTTOM
BELLY BAND
NO 5GALE
PLACE BE
CAULK BE
INSTALLII
FLASHING
BEVE
SLOPE
SKI
INSTALL GALVANIZED
OR ENAMELED STEEL
DRIP FLASHING OVER
BELLY BAND
PLACE BUILDING PAPER ON
WALL PRIOR TO INSTALLING
ALL HORIZONTAL TRIM
50% OVERLAP AT
ALL H❑RIZ❑NTAL JOINTS
(DOUBLE LAYER)
LAP BUILDING
nwnrn n� ern
N51 DE GORNER
STEP 2
INSTALL ]
OUTSIDE
FLASHING
PLACE BE
CAULK BE
INSTALLIN
FLASHING
PAPER SPLIT
FOR CLARITY
LAP FLASHING
OVER I PIECE
OUTSIDE CORNER
FLASHING, SET
IN CAULK
I:��i:�WP►il]
STEP 1
OUT51DE GARNER
BELLY BAND
NO SGALE
INSTALL 1 PIECE
OUTSIDE CORNER
FLASHING
1/2"X2 CEDAR
OR P.T. @ 16" D.C.
OVER PAPER
1/2°X2 CEDAR "WALL]
0 P T. @ 16' C. !
OVER PAPER
PLACE BEAD OF
CAULK BEFORE
INSTALLING
FLASHING
PAPER SPLIT
FOR CLARITY
LAP FLASHING
OVER 1 PIECE
OUTSIDE CORNER
FLASHING, SET
IN CAULK
LWALL—]
BELLY BAND
STEP 2
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REGISTERED
A R �I I T�/`c' '
ARK D. PETERSON
STATE OF WASHINGTON
EXP: Oe/3�/22
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer
PLAN xa
DAM -
05/213/2021
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REGISTERED
A R �I I T�/`c' '
ARK D. PETERSON
STATE OF WASHINGTON
EXP: Oe/3�/22
1. Contractor or builder
must verify all dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser must verify
compliance with all local
applicable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a lic-
ensed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer
PLAN xa
DAM -
05/213/2021
GENEF�AL STUGTUAL NOTES
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING
CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS.
DESIGN LOADS:
ROOF
LIVE LOAD 25 PSF (SNOW)
DEAD LOAD 15 PSF
FLOOR
LIVE LOAD 40 PSF (RESIDENTIAL)
60 PSF (DECKS)
DEAD LOAD 10 PSF
WIND
BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD)
RISK CATAGORY II, EXPOSURE B, Kn = 1.0
SEISMIC
EQUIVALENT LATERAL FORCE PROCEDURE
BEARING WALL SYSTEM (LIGHT -FRAMED WALLS)
SITE CLASS: D
SEISMIC DESIGN CATAGORY: D
Ss = 1.5 - IBC FIGURE 1613311)
Spa = 1.0, IE = 1.0, R=6.5
C. = 0.154
INSPECTIONS:
NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY
LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR
TO PLACEMENT OF REINFORCING STEEL.
SHOP DRAWINGS -
IF THE FABRICATOR'S SHOP DRAWINGS DIFFER IN DESIGN OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,
THEY SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
WASHINGTON. SEAL AND SIGNATURE TO BE AFFIXED PRIOR TO SUBMISSION OF DRAWINGS FOR REVIEW BY THE
ARCHITECT. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS BEFORE SUBMITTAL TO
ACHITECT AND ENGIEER ALLOW TWO (2) WEEKS FOR REVIEW.
FOUNDATIONS:
PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF
EXTERIOR FOOTINGS SHALL BE MINIMUM I'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL
DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS.
CONCRETE:
THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION. MATERIALS SHALL BE PROPORTIONED TO
PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT
SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM Pc = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER
CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL
CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 411/2go ilB% BY
VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN
CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY
OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION.
REINFORCING STEEL:
ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH
ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN.
PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND
WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS,
SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT.
MINIMUM CONCRETE COVER FOR REINFORCING STEEL:
USE
PROTECTION
SLAB AND WALL BARS:
INTERIOR FACES 11/2"
EXPOSED TO WEATHER OR EARTH 11/2" ("5 AND SMALLER)
2" (06 AND LARGER)
FOOTING BARS
3"
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS DF#2 OR BETTER
POSTS DF#2 OR BETTER
2x FRAMING HF#2 OR BETTER
ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN
LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE
WITH AWPA UI. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN
MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND
NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS.
FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED
GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5. ALL MINIMUM NAILING SHALL
BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS TO BE A-307. BOLT HEADS AND NUTS BEARING AGAINST WOOD
SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC
APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE
NAILED.
GLUED LAMINATED WOOD MEMBERS:
GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.1, AMERICAN
NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Fb =
2,400 PSI) FOR SIMPLE SPANS AND 24F -VS FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE
CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED,
SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS
LARGER THAN 1i2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED.
PREFABRICATED JOISTS:
JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR
APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S
DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT
PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID
BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST
HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER
LAMINATED VENEER LUMBER (LVL):
LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E =
1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR
CCMC REPORT NO. 08615-R BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS
WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER
BEARING WALL FRAMING:
ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH
ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR
OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE
LAMINATED COLUMNS TOGETHER WITH 16d a 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48"
AND NAIL WITH 16d a 8" O.C.
SHEAR WALLS:
ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN
THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF ad G 6"
O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS.
FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR
STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS
FACE -NAILED WITH 16d 9 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE
AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR UN.O.
FLOOR AND ROOF FRAMING.
DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS
UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL
OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS
FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d
COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND ad COMMON OR GALVANIZED
BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY X1/2" RATED SHEATHING (24/1(o) ON ROOF NAILED TO
STIFFENERS OR RAFTERS WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND ad
COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO
FRAMING AND STAGGER PANEL EDGES.
FLOOR AND ROOF TRUSSES:
TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION
PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL
SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS.
EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S
NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS
SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 16. MANUFACTURER SHALL
PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE
FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION.
TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE
CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR
WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD.
GENERAL CONSTRUCTION NOTES:
ALL CONSTRUCTION SHALL CONFOW TO THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE
COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING
AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR
SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO
NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED
FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS
SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER
SHEAR WALL SCHEDULE
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4, 5)
I/2" CDX
ad a 6" O.C.
Sig" A (00" O.C.
Qall = 230 PLF
OR OSB
1/2" CDX
Sd e 4" O.C.
5/811 t1 32" O.C.
Qall = 350 PLF
OR OSB
NOTES
1) ALL WALLS DESIGNATED" Dll ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH
RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE.
NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT
INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE
2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF
HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153.
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR IGC APPROVED
EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM.
3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12"
NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO
CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM AI53. EDGE OF PLATE WASHER
TO EXTEND TO WITHIN 11/2" OF SHEATHED SIDE OF BOTTOM PLATE.
4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN
ACCORDANCE WITH AFtPA SDPWS TABLE 43A.
5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d -6 12" O.C. STAGGERED.
COPYRIGHT 2021, SEGA ENGINEERS
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JOB 21-031
SECOND FLOOR FRAMING PLAN
=1,-0„
FRAMING NOTES:
I. SEE ARCHITECTURAL FOR ITEMS AND DIMENSIONS NOT SHOWN.
2. SEE SHEET 51.0 FOR GENERAL STRUCTURAL NOTES.
3. ® - FRAME BEARIWG WALLS WITH 2 X 6 HF *2 0 IV' O.C.
4. - FRAME BEARIW-% WALLS WITH 2 X 4 HF 02 a Ib" O.C.
5. ALL HEADERS TO BE 4x8 DF 02 UNLESS NOTED OTHERWISE
6. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE.
1. FLOOR JOISTS TO BE SUPPORTED LATERALLY AT EACH END
AND AT EACH SUPPORT BY BLOCKING.
8, USE SIMPSON IUS TYPE FLOOR JOIST HAWGERS UNLESS NOTED OTHERWISE.
S. ® INDICATES POINT LOAD FROM ABOVE.
10. • INDICATES HOLDOWN STRAP. USE MSTC40 UNLESS NOTED OTHERWISE.
II. D INDICATES SHEAR WALL. SEE SCHEDULE ON SHEET SIA
FOR SHEATHING AND NAILING.
ROOF FRAMING PLAN
1/8"=1 '—Opp
ROOF FRAMING NOTES:
I. SEE ARCHITECTURAL FOR ITEMS AND DIMENSIONS NOT SHOWN.
2. SEE SHEET 51.0 FOR GENERAL STRUCTURAL NOTES.
3. ALL HEADERS TO BE 4x8 OF #2 UNLESS NOTED OTHERWISE.
4. FRAME ALL ROOF TRUSS BEARING: WALLS WITH 2 x 6 HF2 0 IV' O.G. UN.O.
5. V INDICATES SHEAR WALL. SEE SCHEDULE ON SHEET SID
V FOR SHEATHING AND NAILING.
COP'T'RIG+4T 2020, SEGA FNGINFFfRS
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JOB 21-031
RATED SHEATHING PER PLAN
2'-0" ad a 6" O.C. ad a (o O.C.
(MAX.) HI FRAMING ANCHOR lie" RATED SHEATHINGI NOTE:
EACH OUTRIGGER /s RATED SHEATHING w/ TRUSS t0 DEVELOP
2 x 6 OUTRI ERs 24" O.C. ad IT 4" O.C. t0 FRAMING CAPACITY OF CONNECTOR @ cv Lu
STAGGERED SHEATHING
PER PLAN. EXTEND OVER HI FRAMING ANCHOR TRUSS PER PLAN
2x VENTED BLOCKING. EACH TRUSS. USE HIDA -2 61
ad a 6" O.C. At DBL TRUSS. 2x BLOCKING BETWEEN A35 FRAMING ANCHOR -s 24" O.C. DBL 2x TOP PLATE. w u1 w
OUTRIGGERS. END NAIL—/(BEAM At SIM.)
EACH END w/ (2) ad HI FRAMING ANCHOR N Q
DROPPED CHORD
2x VENTED BLOCKING. TRUSS PER PLAN ENP TRUSS CONNECTOR SCRAP
END NAIL t0 TRUSS ,@ DBL 2x TOP PLATE. LAP SPLICE SHEAR WALL SHEATHING
A35 48" O.C. PER PLAN.
EACH END w/ (2) ad. \_4'-O" MIN. 8 NAIL w/ 16d 4" O.C. 8 NAILING PER PLAN OR—/'
R NOTE:
STAGGERED. ADD LSTA24 TO SHEAR WALL SCHEDULE. TRUSS PER PLAN. TRUSS PER PLAN INSTALL CONNECTOR PRIOR
WALL SHEATHING AND NAILING SPLICE PER PLAN
PER PLAN OR SCHEDULE. 2x BRACE PER TRUSSt0 PLACING COMMON TRUSSES
SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. SUPPLIER OR's 48" O.C. DBL 2x TOP PLATE. LAP SNEATNING ANp NAILING 17n, STUD (NOT SIM) a o
MEMBER OR BLOCKING DBL 2x TOP PLATE. LAP SECURE w/ A34 EACH END. SPLICE 4'-0" MINIMUM PER PLAN OR SCHEDULE. q o
co
SPLICE 4'-0" MIN. 4 NAIL 2x FRAMING 0
w/16d 8" O.C. STAGGERED. w
1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING END TRU55 3 ROOF FRAMNIG AT COVERED PATIO DRAG 5TRUT CONNECTION •p a
52 0 SCALE: I" = I'-0" 52.0 SCALE: 1" = 1'-0" 52.0 SCALE: I" = I'-0" 52 0 SCALE: I" = I'-0"
U
ad is (01, C
(LENGTH OF TRUSS) o
I 16d s 16 O.C. SOLE DBL 2x TOP PLATE A m
�s RATED SHEATHING PLATE NAILING. 16d 8" SOLE . �q 0co
MSTG HOLDOWN SOLID RIM JOIST PLATE NAILING. 0 ccbt
STRAP PER PLAN _
LSL RIM JOIST (TYP.) HDR PER PLAN. -------------- ----------- - ------------------T_ _____-- � � �
. m
NOTE: /4 SUBFLOOR A35 FRAMING ANCHOR 3i
3(3) ad JOIST -TO -TOP 4" SUBFLOOR
MAXIMUM LATERAL 2x BLOCKING At 32 O.C. 4 a
LOAD IN EITHER TRUSS, PANEL EDGE SNEATNING NAfLING PER PLAN. PLATE�UN.O. MAINTAIN
Y = 3,000 LBS. SPLICE TO OCCUR ON COMMMON MIN. 11/2" END DISTANCE. NOTE: 3x BLOCKING. EXTEND
2x NAILER w/ 16d SEE ARCHITECTURAL FOR i cQ
m 4" O.C. t0 TRUSS MEMBER OR BLOCKING FIRE BLOCKING DETAILS 1'-0" (2) BAPS (24" MINIMUM)
OR t0 CORNER
RATED WALL ASSEMBLY.
(TYP) co
TRUSS PER PLANTRIMMER StUDIS)
2x FRAMING PER PLAN. JOIST PER PLAN. TOE -NAIL t0
JOIST PER PLAN TOP PLATE w/ (3) Sd.
PLYWOOD (24ii6) wl (2) ROWS (BEAM At SIM.)
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ad @ 4" O.C. t0 TOP PLATE 2x DBL TOP PLATE. LAP 2x DBL TOP PLATE. LAP
ad 4" O.C. EDGE NAILING SHEATHING NAILING SPLICE 4'-0" NAIL w/
SPLICE 4'-0" MIN. 4 NAIL KING STUD
w/ 16d 's 6" O.C. STAGGERED. PER PLAN OR SCHEDULE 16d 8" O.C. STAGGERED.
i
SHEATHING 8 NAILING
2x FRAMING PER PLAN.
PER PLAN. SEE ARCH. FOR AIR GAP j
� Ips" RATED SHEATHING �
5 INTERIOR 5HEAR WALL TRU55 rro TYPICAL FLOOR FRAMING CONNECTION FLOOR FRAMING AT PARTY WALL , NAILING PER SCHEDULE.
- I
SCALE. 0 SCALE. - I
s2 0 SCALE. I- 11-011 LSTA STRAP PER j
52.0 I 52.0 1 0PLAN (TYP).
i
2x SILL PLATE
ii
II II II
NOTE: i �l u --Il
2x FRAMING PER PLAN 16d 1118" O.C. SOLE SEE ARCH FOR FLASHING
PLATE NAILING.
SHEATHING s NAILING PER PLAN. TRESHOLD CONDITION.
SHEATHING NAILING PER ad 6" O.C.SPLICE t0 OCCUR ON COMMON
PLAN OR SCHEDULE. MEMBER OR BLOCKING. ad 6" O.C. 3x BLOCKING :
2x Pt LEDGER w/ l3) SOLID RIM JOIST 3� (TYP)
LUS JOIST HANGER 4 SUBFLOOR
ROWS 16d 11 8" O.C. 3/4" SUBFLOOR TJI BLOCKING
LSL RIM JOIST w/ A35
-JOIST PER PLAN S 5HEAR WALL FORCE TRANSFER DETAIL
52.0 SCALE: I" = I'-0"
FRAMING ANCHOR 6 LUSZ JOIST HANGER 10d � 4" O.C. -STAGGER SIDES. 77
24" O.C. TO TOP PLATE. 2x NAILER w/ 16d 8" O.C. NAIL THROUGH TOP SURFACE
TO TOP PLATE. (DO NOT TOE -NAIL).
PT 4 x 12 'Lu
2x Pt LEDGER w/ (3) Pt 2x JOIST PER PLAN SHEATHING 4 NAILING PER
ROWS 16d 's 8" O.C. I -JOIST PER PLAN PLAN OR SCHEDULE. BC46 51/i x 9 GLB
CJI JOIST PER PLAN
DTT1Z DECK TIE 48" O.C.
2x FRAMING PER PLAN 2x FRAMING PER PLAN.
2x FRAMING PER PLAN (BEAM At SIM.)
LU
g FRAMING AT INTERIOR 5HEAR WALL 10 FRAMING CONNECTION Q DECK11 FRAMING AT SEARING WALL
_ , _ _ 5/84 THRU BOLT w/ 1/
2.0 SCALE: I - I -0
s2 0 SCALE: I - I 0 s2 0 SCALE: I - I 0 34 WASHER EACH 1 5%4 THRU BOLT in
(TYP.) 4 x (o—/ w/ 34 WASHER n(�i
(TYP. OF 2) lul-�1
s SHEATHING
SEE ARCH. FOR MEMBRANE 6 x 6 BRACE 6 x 6 STUD
WATERPROOFING 314 SUBFLOOR
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---- -- ------
WAS
2x Pt JOIST PER PLAN
LU5Z28 HANGER 4' 6
frAL
4x Pt BEAM PER PLAN I"
12 KNEE-51RACE FRAMING 0 DECK
52.0 SCALE: NONE
0
13 FLOOR FRAMNIG e FLU5H SEAM
s2.0 SCALE: P = r-0" COP'�'RIGHT 2021, SEGA ENGINEERS JOB 21-031