16301 Greenbrier St SE Yelm Permit SetA-1
Project Number
Sheet Number
OF
Sheet Contents
Project Title
.
Drawn By Checked By
Date
Date
Structural Engineer
Precise Engineering Inc.
1011 Mellen Street Centralia, Wa. 98531 Ph. 360-736-1137
Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited.TTARK
N
ENHAH.DDLORAH
N
EF
SSIO
OPR
N EE NAL G IREADVANCED DRAFTING SERVICES
1011 MELLEN STREET CENTRALIA, WA. 98531
360 - 736 - 4751
PLANNING - DESIGN - DOCUMENTATION
MOUNTAIN TERRACE BUILDERS
16301 GREENBRIER ST SE YELM 98597
T:\20160127 - Drawings 2\Residence\Mountain Terrace Builders - Mike Kempinsk\16301 Greenbrier St SE Yelm\16301 Greenbrier St SE Yelm.dwg, 11/21/2023 10:37:07 AM
EXTENT OF HEADER (TWO BRACED WALL PANELS)
=V?=MI? /1= LI=API=O /r1Al= ==Af'=n IIIAI I OAK= 1
P,PA f=ORTAL FRAME CCN97(eUC710N (FIELD 5UILT)
7r= )
STRUCTURAL NOTES 4
These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes, 5,
and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any
work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk.
The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding Steel:
with any work or fabrication. The Contractor shall coordinate between the architectural drawings and
the structural drawings. The architectural dimensions are taken to be correct when in conflict with the 1
structural drawings. The Contractor is responsible for all bracing and shoring during construction.
Carperrtry:
All construction shall conform to the applicable portions of the latest edition of the International Building Code
except where noted 1
Design Criteria:
1. Live Load = 40 PSF (Floors) 2•
25 PSF (Snow)
2. Dead Load = 15 PSF (Roof) 3.
-
12 PSF (Floor)
=
10 PSF (Walls)
=
150 PCF (Concrete) 4
3. Partition =
10 PSF (Floors)
4. Wind =
2018 IBC Exposure B @ 110 mph
5. Earthquake =
2018 IBC. 5
Site Class =
D
Design Cat. =
D
Use Group =
L
R -
6.5
Cd =
4
Wo =
3
6. Soil =
1500 PSF, Assumed bearing capacity
=
38 PCF, Assumed Active Fluid Pressure
=
350 PCF, Assumed Passive fluid Pressure
=
0.45, Assumed Coefficient of Friction
=
110 PCF, Assumed Soil Density
Concrete & Reinforcino Steel:
1. All concrete work shall be per the 20181 BC Chapter 19. Tolerances shall be per IBC Chapter
19, Section 07. Mixing, placement, and inspection shall be per Sections 03, 04, 05, and 06.
6
2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans.
3. Concrete shall be in accordance with ASTM 150.
f = 2500 PSI @ 28 day
slump = 4" maximum, 6% Air entrained. In order to minimize shrinkage cracks recommend
that the wlc ratio be under 0.5.
SECTION
TPRU UJAL L
1)
C4)
(10)
Garage slab and exterior slabs to have minimum thickness of 4" with 6x6 W1.4x1.4 WWF
with vapor barrier. This is at the owner's option to reduce slab cracking. Crack control joints
the responsibility of the contractor. Recommend a maximum of 16'x16' grid oras required by
geometry.
Install ufer rod as required by local jurisdiction coordinate with project electrician.
Anchor bolts shall be ASTM A307.
2X structural framing shall be #2 Douglas Fir.
4x structural members shall be #2 Douglas Fir.
6X members shall be 91 Douglas Fir.
Provide solid blocking in floor system below all bearing walls and point loads.
2X joists shall be kiln dried and stored in a dry area prior to installation. The moisture content
of all wood shall be less than 15%.
Floor joists shall be by Boise Cascade or other approved manufacturer. Joist to be installed
and braced per manufacturer's requirements.
Roof trusses shall be by a pre -approved manufacturer and constructed according to the
specifications of the Truss Plate Institute. Truss shop drawings must be stamped by a
licensed engineer and be on site at the time of construction. Preliminary truss drawings must
be reviewed prior to construction. It is the truss manufacturer's responsibility to inform the
engineer of record of any changes from the preliminary truss lay -out.
Girder trusses to have a minimum of bearing studs equal to number of plies of truss. All
girder trusses shall have Simpson HGT tie down at either end to match number of plies.
Truss manufactures are responsible for all bracing of the trusses including end wall bracing
and all other bracing between the building and the trusses unless specifically shown
otherwise on the drawings. Contractor to coordinate bracing with engineer of record as
required.
Truss manufacturer to provide all over -framing as required per manufacturer's truss layout..
Coordinate with General contractor and Engineer of Record as required.
Glue laminated beams shall be 24F -V8 for cantilevered or continuous beams and 24F -V4 for
simple spans.
(Fb = 2,400 PSI)
(Fv = 190 PSI)
(E = 1,800,000 PSI)
(FcL = 650 PSI)
I. HEADER PER PLAN (MINIMUM 3"AV4")
2• MINIMUM (2) 2x6 STUD FRAMING TYP.
3. FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 16d SINKER
NAILS e 3" O.G. TYP.
4. 5IMP50N 115TA24 STRAP TIE HEADER TO WALL ON INSIDE
FACE
5. FASTEN SHEATHING TO HEADER W/ 8d COMMON OR GALV.
BOX NAILS IN 3" GRID PATTERN AS SHOWN 4 3" O.G. IN ALL
FRAMING (STUDS, BLOCKING, SILLS) TYP.
6. %s" MINIMUM THICKNESS WOOD STRUCTURAL PANEL SHEATHING
T FOR PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE
BLOCKED W/ 3x OR (2) 2x, 4 OCCUR WITHIN 24" OF MID HEIGHT.
IF 2x BLOCKING IS USED, FACE NAIL W/ (3) 16d SINKERS.
6. SIMPSON STHD14 STRAP TIE HOLDOWN AS SHOWN OR (HDU5)
9. V DIA. ANCHOR BOLT W/ 7 MINIMUM EMBEDMENT. USE
I/4"x3"x3" PLATE WASHER MINIMUM
10. FOUNDATION PER PLAN
11, SHEATHING FILLER IF NEEDED
12, SIMPSON LSTHD8 STRAP TIE HOLDOWN AS SHOWN (OR HDU4)
SCALE: 3/8"=V-0"
7. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue
laminated beams shall be cantilevered for L/480. Seethe framing plans for any exceptions.
8. All manufactured lumber shall be by Boise Cascade and have the following structural
properties:
Versa Lam (VL)
(Fb = 2,800 PSI)
(Fv = 280 PSI)
(E = 2,000.000 PSI)
(FcL = 750 PSI)
9. Sheathing at roof and floor shall be laid with face grain perpendicular to supports and end
joints staggered 4'-0" on center. Provide 1/8" space at panel edges as required by panel
manufacturers. Floor sheathing shall be nailed 6" o.c. edges and 12" field with 1 Od's and roof
sheathing shall be nailed 6" o.c. edges and 12" o.c field with 10d's unless otherwise noted on
the drawings.
10. Block and nail all horizontal panel edges at designated shear walls.
11. All beams to be supported by a minimum of a solid post that matches the width of the wall
and the width of the beam unless noted otherwise. A 6x beam bearing in 2x6 wall will be a
6x6. Provide solid squash blocking to match in floor system and match post size in
foundation. Contact Engineer of record for any deviations.
12. All fasteners in contact with pressure treated lumber will meet the below requirements.
All fasteners including nuts and washers in contract with pressure treated lumber
shall be hot -dipped zinc coated galvanized steel, stainless steel, silicon bronze or
copper. Fasteners other than nails, timber rivets, wood screws and lag screws shall
be permitted to be of mechanically deposited zinc coated steel in accordance with
ASTM B 695, Class 55 minimum. Fasteners exposed to weather must meet the
requirements of the pressure treating manufacture's minimum. IN ADDITON, the
contractor shall coordinate connector/fastener coating requirements with
recommendations from connectortfastener manufacturer and type of pressure
treating chemical and retention being used. See Section 2304.10.5 of the 2018 IBC
for additional information.
13. All GWB to be installed per the IBC and Gypsum Association's publication forthe Application
and Finishing of Gypsum Board, GA -216
Hardware:
All connection hardware shall be Simpson "Strong Tie". Connection hardware exposed to the weather or soil
shall be treated as in steel above.
CAUTION:
PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS AND BRACE PER TRUSS COMPANY
RECCOMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND
SHORING REQUIRED FOR PLACING TRUSSES. NOTE THESE DRAWINGS DO NOT INCLUDE ANY
TEMPORARY SHORING OR BRACING. PRECISE ENGINEERING RECCOMENDS ALL SHORING AND
BRACING BE DESIGNED AND DETAILED BY LISENCED ENGINEER.
CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS.
VENTING AREA SHALL
ROOF VENTILATION- BE y3wTH. PER IRC 1203.2
ROOF AREA (LOWER)151 $Q. FT.
ROOF AREA (UPPER) 966 SQ. FT.
151 / 300 = .5 SQ. FT.
12 SQ. INCHES REQUIRED
655 / 300 = 3.2 SQ. FT,
460 SQ. INCHES REQUIRED
50% VENT REQ. AT RIDGE
36 SQ. INCHES
50% VENT REQ. AT RIDGE
230 SQ. INCHES
50% VENT REQ. AT EAVE
36 SQ. INCHES
50% VENT REQ. AT EAVE
230 SQ. INCHES
r
LEFT ELEVATION
RIGHT ELEVATION
II
L
WALL LINE
TYP. DIMENSIONS
- - -1 - - - UPPER ROOF LINE
LOWER ROOF LINE
ROOF PLAN
SCALE. 1/6" = I'-0"
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TYPICAL SHEAR WALL NOTES
Use 5/8" dia. by 10" Anchor Bolts (AB's) with single plates and 5/8" dia. by 12" AB's with double
and 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall
be centered in the stud wall, and shall project through the bottom plate of the wall and have a
3x3x 1 /4 plate washer. There shall be a minimum of two bolts per piece of sill located not more than
12 inches or less than 4 inches end of each piece. Anchor bolts to be galvanized per the below
requirement (Fasteners in contact with pressure treated lumber). At existing foundation use 5/8"
diameter Simpson Titen HG bolts with minimum of 4" embedment into the existing concrete.
All wall sheathing shall be 1/2" CDX plywood, 518" T1-11 siding, or 7116" OSB with exterior
exposure glue and span rated "SR 24/0" or better. All free sheathing edges shall be blocked with 2x4
or 2x6 flat blocking except where noted on the drawings or below.
All nails shall. be 8d or l Od common (8d common nails must be 0.131 inch diameter, Senco KC27
Nails are equivalent. If l Od common nails are called for the diameter must be 0.148 inches, Senco
MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below
or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted.
Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation.
All floor systems must be blocked sol id below member that the hold down is attached to. This block
should be equal to or larger than the member the hold down is attached to and be placed as a "squash
block". 38'
A 6'-6" 4'-8" 2'-8" A 24'-2"
All double and triple studs shall glued and nailed together with 10d's at 3" o. c. for each layer. -4 -4 11.4 5'_10
All 4x studs are to be 42 DF and all 6x studs are to be #1 DF when used for hold downs and shear PROVIDE NOT AND COLD HOSE
walls. 35 BIBB FOR AUTO WASHER AND VENT
3' 6'-2" 13'-4" 5' lm' -6" FOR DRYER PROVIDE DRAIN FOR
FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBERX. WASHER
A A
All fasteners including nuts and washers in contract with pressure treated lumber shall be hat -dipped
zinc coated galvanized steel, stainless steel, silicon bronze or copper. Fasteners other than nails, WALL LINE 6LOW 1I I 1 I I 4036
timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc
coated steel in accordance with ASTM B 695, Class 55 minimum. Fasteners exposed to weather SHELF AND POLE 3050 EGRESS 3050 EGRESS 4040 EGRESS 2630 5068 SL. GL. DR ° ° °
must meet the requirements of the pressure treating manufacture's minimum. IN ADDITION, the 2468 FAN MIN. REF• q'
contractor shall coordinate connector/fastener coating requirements with recommendations from 0 DRYER TOILET So CFM pW SIN o
connector/fastener manufacturer and type of pressure treating chemical and retention being used. � - * I * I o
See Section 2304.10.5 of the 2018 IBC for additional information. N IN �l I I �l
Q III WASHER
ALL WALL STUDS AND ROOF TRUSS TOP CHORDS AND SECONDARY FRAMING � W.I . FAN MIN bA a'
50 CFM
LUMBER SHALL BE DOUG -FIR #2 OR BETTER. K, p N
tu 22x30 SMOKE`V FAN MIN.
NOTE: MST STRAPS attaches to (2) 2x or 4x studs in wall above and below unless noted w W.I, �ATTI� DETECTOR �� � � � Fe–�N� ��I �� � I �' I� � RAN E
® �
ACCES sMOKE =
IE
otherwise. Nail all holes with 16d sinkers.
DETECTOR O O ETEGTOR LINE OF
y g 13'-l" 3'-5" 3' " 3'-6" �4�"6'-3"2868 U MDouble studs ma be use as a substitute for 3x nominal framin call out below. Q_p UPPER CAB.
Studs MUST be glued and nailed together with (2) lines of 10d's at 3" on center 2668 Li 'Ld
staggered. 2468 2668 WH 8 3 N N
_ o TOILET
Horizontal blocking for shear walls nailed with 8d's shall be minimum of 2x flat and 0 2468 LAVA 0
shear walls nailed with l Od s shall be minimum of 3x flat. 8 S FAN MIN. N FAN MIN. am50 p n
SHEAR WALL SCHEDULE v 1M 5� cFM FAN MIN. m o 1 - 4' 4'-3" I DO ST GT RUN
am . 2 0
Al sheathing nailed with His at 6" on center all edges. , LAV M 2468 FIREWALL NOTE: 6' IBRD HANDLER
a 1 PROVIDE 5/8" TYPE 'X' G.W.B. AT L 1
HOLD DOWN SCHEDULE = TOILE AIR
5' DUCT RUN I ATTIC HANDLER LINEN DESK WALLS BETWEEN GARAGE AND r
DWELLING FROM THE GONG. SLAB TO
N THE G.W.B. CEILING (5/8" TYPE X.
It is the responsibility of the Contractor to locate hold down anchor bolt to accommodate all
structural framing. Anchor bolt to be located nearest the corner or opening at the end of the T7✓ 2668 m ,�LIVING
shear wall. All foundation vents to be a minimum of 12" off centerline of the anchor bolt on TUB/SHOWER SMOG 0 >
COMBO. DETECTOR 3 -4 2 -6 5 N p 391 SQ. FT.
either side. Holdown stud to be coordinated with shear wall panel edge framing "' 5 D 3 o m SHELF AND 13 SQ. I=T.
requirements. Larger stud size controls ua POLE
SHELF AND POLESMO<E 5TAIR NOTE:
* For holdown anchor bolt embedment greater that foundation depth, thicken footing DETECTOR MAX RISE TO BE l 3/4" MIN. RUN TO BE 10" 1 1/2"
for 2'-0" either side of holdown anchor bolt to a depth that provides for 3" clear I I o; DIA. HAND RAIL BETWEEN 34" AND 38" ABOVE
below the bottom of the anchor bolt. Provide (2) additional #4 x 3'-O" pieces of UJ I 966 5Q. FT. 5TUD� `" THE STAIR NOSE. MIN. WIDTH OF STAIR TO BE 36"
longitudinal rebar at this location. ' CLEAR AND OPEN BALUSTERS TO BE PLACED
u, SUCH THAT A 4" DIA. SPHERE MAY NOT PASS
2468 (2668 4036cA ETWEEN TYP.
WALL LINE ABOVE
O
HD U2 attaches to concrete foundation with a Simpson SSTB 16. HDU2 attaches to = 6040 EGRESS 6040 �, 6040
double 2x studs or 4x or 6x stud with (6) Simpson SDS 1/4 X 3 Wood 1
Screws in wall above. - 1 1 1 I _ _ I 1
N N N
WALL LINE BELOW Z 16'x8' OVERHEAD DOOR COV. PORCH
APA APA A
1619 50. FT. A-1.1
CONDITIONED
3'-6" 5'-6"
3' 6'-2" 10'-10" i' 11' 20' i -6" 10'-6"
ik
Ilk
Ilk
c0 35' 38'
DETECTOR
NOTE: ALL SMOKE DETECTORS aTYPICAL SHEAR WALL CALL OUT
TO BE CARBON MONOXIDE SEE SHEAR WALL SCHEDULE
DETECTION EQUIPPED AND
INTERCONNECTED w/ BATTERY O TYPICAL CALL OUT
BACKUPSEE HOLDOWN SCHEDULE N R N' G®MFL I ANGE ALL ELECTRIC HEAT FU�If FR 5GR FT I VE FATH
DWELLING UNIT: (6.0 CREDITS REQUIRED)
SICOND FLOOR PLAN, OPTION FIRST FLOOR PLAN,
32a HSPF 9.5 CENTRALLY DUCTED HEAT PUMP (1.0)
SCALE: 1/4" = 1'-0" 42 ALL DUCTS AND FURNACE INSIDE THE SCALE: 1/4" = 1'-0"
CONDITIONED SPACE (1.0)
2.1 3 ACH ENERGY STAR 03 cfm/sf (0.5)
13 R-38 FLOORS 4 U-028 WINDOWS 4 DOORS AVERAGE (0.5)
5.5 HEAT PUMP WATER HEATER NEEA TIER 3 (2.0)
HEAT PUMP FUEL NORMALIZATION HEAT PUMP CREDIT (1.0)
TOTAL CREDITS PROVIDED (6.0)
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Project Number
Sheet Number
OF
Sheet Contents
Project Title
Drawn By Checked By
Date
Date
Structural Engineer
Precise Engineering Inc.
1011 Mellen Street Centralia, Wa. 98531 Ph. 360-736-1137
Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited.TTARKN
E
NHAH.DDLORAH
N
E
F
SSIO
OPR
N EE NAL G IREADVANCED DRAFTING SERVICES
1011 MELLEN STREET CENTRALIA, WA. 98531
360 - 736 - 4751
PLANNING - DESIGN - DOCUMENTATION
MOUNTAIN TERRACE BUILDERS
16301 GREENBRIER ST SE YELM 98597
T:\20160127 - Drawings 2\Residence\Mountain Terrace Builders - Mike Kempinsk\16301 Greenbrier St SE Yelm\16301 Greenbrier St SE Yelm.dwg, 11/21/2023 10:37:10 AM
A-4
Project Number
Sheet Number
OF
Sheet Contents
Project Title
Drawn By Checked By
Date
Date
Structural Engineer
Precise Engineering Inc.
1011 Mellen Street Centralia, Wa. 98531 Ph. 360-736-1137
Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited.TTARKN
E
NHAH.DDLORAH
N
E
F
SSIO
OPR
N EE NAL G IREADVANCED DRAFTING SERVICES
1011 MELLEN STREET CENTRALIA, WA. 98531
360 - 736 - 4751
PLANNING - DESIGN - DOCUMENTATION
MOUNTAIN TERRACE BUILDERS
16301 GREENBRIER ST SE YELM 98597
T:\20160127 - Drawings 2\Residence\Mountain Terrace Builders - Mike Kempinsk\16301 Greenbrier St SE Yelm\16301 Greenbrier St SE Yelm.dwg, 11/21/2023 10:37:15 AM
A-5
Project Number
Sheet Number
OF
Sheet Contents
Project Title
Drawn By Checked By
Date
Date
Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited.
ADVANCED DRAFTING SERVICES
1011 MELLEN STREET CENTRALIA, WA. 98531
360 - 736 - 4751
PLANNING - DESIGN - DOCUMENTATION
MOUNTAIN TERRACE BUILDERS
16301 GREENBRIER ST SE YELM 98597
T:\20160127 - Drawings 2\Residence\Mountain Terrace Builders - Mike Kempinsk\16301 Greenbrier St SE Yelm\16301 Greenbrier St SE Yelm.dwg, 11/21/2023 10:37:20 AM