BLD2017-1335111111111
8
0 L
,oV EbAf 0
TP
CITY OF EDMONDS
121 5-rH AVENUE NORTH - EDMONDS, WA 99020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 12/31/2018 "M BLDY0171335
Expiration Date: 12/31 /;K9 o Project Address: 8609 244TH ST SW #2, EDMONDSSO
'Q 0 a.
Parcel No: WAITING FOR PARCEL
PROPERTVOWNER APPLICANT CONMACTOR
MIETZNER BROTHERS PROPERTIES, LLC MIETZNER BROTHERS PROPERTIES, MIETZNER BROTHERS PROPERTIES. 11C
C/O KENNETH J & AUDREY G DARWIN LLC CIO KENNET 11 J & AT JDREY G DA RW I N
IT 611 AIRPORT RD SUITE B-I C/O KENNETH J & AUDREY GDARWIN 11611 AIRPORT RD SUITE B- I
EVERETT, WA 98204 11611 AIRPORT RD SUITE B-I EVERETT, WA 98204
EVERETT, WA 98204
(425) 212-2490 (425) 2 12-2490 (425) 212-2490
LICENSE #: MIETZBP878CJ EXP:02/11/2019
NEW SFR, PLUMBING AND MECHANICAL INCLUDED
VALUATION: $311,085
PERMIT TYPEi Residential
PERMIT GROUP- 64 - Single Family Residence New__.,
GRADING: N CYDS: 0
TYPE OF CONSTRUCT IOt4,VB—
RETAINING WALL ROCKERY
OCCUPANT GROUP:
OCCUPANT LOAD
FENCE 1 0 X 0 FT.)
2015
--ODE:
OTHER ------- OTHER DESC
ZONE: RM-2.4
NUMBER OF STORIES: 2
VESTED DATE
INUMBER OF DWELLING UNITS: I
11-OT fl-
EXIS-EING AREA
BASEMENT 0 1 ST FLOOR: 0 2ND FLOOR: 0
PRO POSED AREA
1 AN MENT: 0 1 ST FLOOR: 1137 2ND FLOOR: 1460
3RD FLOOR 0 GARAGE: 0 DECK: 0 OTHER: 0
13 RD FLOOR: 0 GARAGE: 383 DECK: 72 OTHER 0
BEDROOMS: 0 BATHROOMS: 0
1 BEDROOMS: 5 BATHROOMS: 3
IREQUIRED 15' PROPOSED. IREQUIRED: 10'W PROPOSED: 12'W IREQUIRED: 15' PROPOSED:
1HEIGHT ALLOWED:0 PROPOSED 0 IREQUIRED: I0T_- PROPOSED:
ISETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO
PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION
INSURANCE AND RCW 18:27.
THIS A PFJICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY A ND ALL FEES ARE PAID.
'�;_ f z — 51 - 12/31/18
nature ';F,int Name Date
Released By
Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCIT:RE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICA11OF
OCCUPANCY HASBEFN GRANTED. UBC10% IBC 110, IRCI 10.
= FIRE = APPLICANT = ASSESSOR 1�� C'n-Y
10
STATUS: ISSUED
BLD20171335
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check thejob card for all required City inspections including final project approval and final
occupancy inspections.
• Any request foralternate design, niodification.variance orotheradministrative deviation (herein after -varian ce") front
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request sha'l be established by Council and shall be paid upon submittal and are non-refundable.
• Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
ofcity code or state law does not approve an)- items not to code speciiication.
• Sound 'Noise originating from temporary constructio,.i sites as a result of construction activity are exempt from the noise limits
of ECCChapter 5.30 only during the hours of 7:00amto 6:00prn on weekdays and 10:00am and 6:00prn on Saturdays. excluding
Sundays and Federal Holidays. At all other times the noise originating firorn construction sites/activities must comply with the
L,
noise lit -nits of Chapter 5.30, unless a variance has been granted pursuant to ITC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns. and successors in interests. agrees to indemnify defend and hold
liamiless the Citv of Fdmonds, Washin-ton. its officials, employees, and agents from any and all claims for damages of
whatever natur�. arising directly or indirectly from the issuance�for this permit. Issuance'ofthis permit shall not be decined to
Z�
modi6l, waive or reduce an), requirements ofany City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
THIS PERMIT AUTHOREES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00.005(A)(6)
BUILDING
1. Go to: www.edmondswa.gov
2. Then: Services
3. Then: Permits/Development
4. Then: Online Permit Info
5: If you don't have one already, create a
login (upper right hand corner)
6: Schedule your inspection
Building Department Inspections
are now scheduled online. If you
have difficulties, please call the
Building Department front desk for
assistance during office hours.
(425) 771-0220
ENGINEERING (425) 771-0220 EXT. 1326
FIRE (425) 775-7720
PUBLIC WORKS (425) 771-0235
RECYCLING (425) 275-4801
When calling for an inspection please leave the follo\Mng information Permit Number, Job Site Address, Type of Inspection
— being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon.
B-Setbacks
B-Footings
B-Foundation Wall
B-Foundation Drainage
B-Isolated Foot in gs,'Piers
13-First Floor Framing
B-Plumb Rough In
B-Gas Tesv Pipe
13-Mechanical Rough lit
13-Exterior Wall Sheathing
B-Roof Sheathing
P—W in d ow F las h in ty
13-Sheat-Nailing
B-Height Verification
B-Fire Stopping
• B-Framing
• B-Wall Insulation/Caulk
• B-Insulation.'Energy
• B-Sheetrock Nail
• B-Building Final
F-Addressing Visibility
F-Fire Final
E-Erosion Control/Mobilization
• E-Storrn Connect to Stub
• E-Water Service Line
• E-Driveway Form& Slope Ver.
• E-Engineering Final
• B-Other
0 L-V do / 7 1 / 3 �?5_
�p DEVELOPMENT SERVICES
RESIDENTIAL BUILDING PERMIT
APPLICATION
st g9,3 121 5'h Avenue N, Edmonds, WA 98020
City of Edmonds Phone 425.771.0220 9 Fax 425.771.0221
PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS
PROJECT ADDRESS (Street, S Re ft, CityState, Zip): 2 tl-m
Parcel #:
ONI(4 M3100JOZ103jo
Subdivision/Lot
Project Valuation: $
APPLICANT-
mi��Va
Phone:
N10
Fax:
q75 z/z z Z Y3�
AdJr (Street City State,Zi
P3-1 !2<;zeJ
E-Mail Addre :
S" M4
M ; Kt 60, AA1W -1 tO VP -
PROPERTY OWNER: 16ki5-
Phone:
I Fax:
Address (Street, City, State, Zip):
E-Mail Address:
LENDING AGENCY: Iq I
Phone: 7
ax:
Address (Street, City, State, Zip):
E-Mail Address:
CONTRACTOR:* 5 441 9�'
Phone:
Fax:
Address (Street, City, State, Zip):
E-Mail Address:
*Contractor inust have a valid City ofEdmonds business license prior to
doing work in the Ch)4 Contact the City Clerk's Office at 425.775.2525
WA State License #/Exp. Date:
fil / e-7m �1�5r e6'T"6' CT
City Business License #/Exp. Date:
DETAIL THE SCOPE OF WORK: 1\1 E,
Z_ y -12
( :�J A,M.e
PROPOSED NEW SQUARE FOOTAGE
FOR THIS PROJECT:
Basement: At sq. ft.
Select Basement Type: Finished LJ Unfinished
1" Floor: sq-fl.
Garage/Carport: 3 '6 3 sq. ft.
FrTloor: sq. ft.
Deck/Cvrd Porch/Patio: 77— sq. ft.
Bedrooms # _6' Full-3/4 Bath # J Half -Bath #-0—
77ther: sq. ft.
Fire Sprinklers: Yes [I No N
Retaining Wall: Yes 71 No=
Grading: Cut cu. yds. Fill __�cu.yds.
1 Cut/Fill in Critical Area: Yes Ll No
I declare under penalty ofperjury laws that the information I have provided on this for"Vapplication is irue, correct and
complete, and that I am theproperty owner or duly authorized agent of theproperty owner to submit a permit application to
the City of Edmonds.
Print Name: 1,e1t7AJ Owner % Agent/Other El (specify):
Signature: Date: C7-15 —VT
FORM A LABuilding New Folder 201 OTONE & x-ferred to L-Building-New driveTorm A2014.doex Updated: 1/17/2014
; 'I
OV EDAf
"4 _1 01
10
St. jgq(3
City of Edmonds
Equipment Type
DEVELOPMENT SERVICES
RESIDENTIAL BUILDING PERMIT
APPLICATION FORM A
1215 tb Avenue N, Edmonds, WA 98020
Phone 425.771.0220 2 Fax 425.771.0221
MECHANICAL
Appliance/Equipment Information (new and relocated)
Total #
Furnace
Gas #J_Elec #—Other:— # BTUs:<100k—>IOOk— Location(s),Zt"2-r-/Mj'
Air Handler / VAV
(circle selected)
Gas # Elec # Other: # CFM: <10k >10k Location(s)
AC / Compressor
Boiler / Heat Pump
Roof Top Unit
(circle selected)
Gas 0—Elec #—Other:— #_ BTUs:—<100k, _100k-500k, ---500k-lMil
HP: <313-15, _15-30 Location(s)
Hydronic Heating
Gas #—Elec #—In-Floor —Wall Radiant— Boiler BTUs: Location
Exhaust Fans (single
duct)
Bath #_�_Kitchen # I Laundry # Other: #
Fireplace
Gas #_LElec #—Other: #_ Location(s) GI llft* F-MM
Dryer Duct
Appliance Type
FUEL GAS
Appliance/Equipment Information (new and relocated)
Total #
AC Unit
BTUs: Location(s):
Furnace 71�
�A
BTUs. q UOO Location(s): Z_W Oiler tA C105d—
Water Heater f_,jAN&j W1
BTUs: Location(s): '7_AAKLE;:53 1!Aj 6t2e!�J��
Boiler
BTUs: Location(s):
Other:
BTUs: Location(s):_
Fireplace/Insert
BTUs: \%jQW Location(s): &7 -Ad
Stove/Range/Oven
Dryer
Outdoor BBQ
TOTAL OUTLETS
PLUMBING FIXTURE COUNT
xture Type (new and relocated) Total # Fixture Type (new and relocated)
Total #
Water Closet (Toilet)
Pressure Reduction Valve/Pressure Regulator
Sink (kitchen, laundry, lavatory, bar, eye wash, etc.)
Water Service Line
Tub/Shower
Drinking Fountain
Dishwasher
Clothes Washer
Hose Bib
_j
Backflow Prevention Device (e.g. RBPA, DCDA, AVB)
Water Heater Tankless? Yes
Noo
Hydronic Heat in: Floor Wall
Floor Drain/Floor Sink
—&—
Other:
Refrigerator water supply (for water/ice dispenser)
Other:
FORM A L:\Building New Folder 201 O\DONE & x-ferred to L-Building-New drive\Form A2014.docx Updated: 1/17/2014
�ot a
PROPOSED
WATER METER
A = 460.20
IT
6 = 460,60
19'A
C = 462.90
- - - -
--
0 = 461,40
10'
-
BSBL
AVERAGE GRADE = 461.28
C6
19,0'
MAXIMUM = 491.28
10.0' SHARED
PROPOSED PEAK = 490.68
UTILITY
EASEMENT
PARENT LOT COVERAGE
MAX=39,012 x .45=17,555
PROPOSED
LOT2
ACTUAL - 15,224 / 397.
UTILITY
2,746 SFI
00
TRENCH
.-i
PARENT LOT IMPERVIOUS SURFACE
Irwn
10-
ZL
24.0'
EX. 28,895 SF / J9,012 SF = 74. 1%
PROPOSED: 28,958 SF 39,012 SF 74.2Z
/
\G, ARAGE
LOT 2
1 TOTAL IMPERVIOUS
CL
I Z009 SF
34
�Z:
PROPOSED
SEWER
STUB PROPOSED -
ENGINEERING DIVISM SEWER LINE
ME NOTM
Nj�, I
'Dft \
m 77�
63;h F3%
mr.QUEO
OCT 0 5 2018
BUILDING DEPARTMENT
CITY OF EDMONDS
iBv PLANNING
PROPOSED
WA TER
MAIN
Zone �AA CorneA_FlagA_
Actual SW114, SEC 31, T27X,R.04E., WAL
acks
.t,b 244TH ST
Front DESIGNED BY. DATE I SCALE. JOB NO.:
Sides
5 JRC 09_ 11-2017 1"--20 16-0800
Rear
Other LOT #2 EXHIBIT
Be&
M3P
SCALE: F= 20' APPLICAATIOWNER INSIGHT ENGINEERING CO.
P.O. BOX - 1478
1!5ii= MIEIZNER BROTHERS PROPERTIES, LLC EVERETT, WA 98206
0 10 20 11611 AIRPORT ROAD, SUITE B-I (425) 303-9363 (425) 303-9362 FAX
EVERETT, WA 98204 INFO@INSIGHTENGINEERING.NET
W,D 3e,-) 1-7 0 -?S7'
UPSTATE
engineering
PO 3-'-)X 952 LYNN%N'COE), WA '-,'8D1,6 RECEIVED
�'?Obl F. (?Ob) 8�5L-6?('
SERVICES@UPIST&COM SEP 28 2017
DEVELOPMENT SERVICES
STRUCTURAL CALCULATIONS COUNTER
Client: MIETZNER BROTHERS PROPERTIES LLC
Project Name: 2597 SF (REVERSED PLAN OK)
Scope of Work: LATERAL DESIGN OF A (2)-STORY SFR
Upstate Job#: 0809
Date: 9/8/2017
Loction: 244th Street, Edmonds
LOTS&ID 4, 9 AND 11
5/Z01-4
JOB # 0809
Andrew M. Gahan, PE
9/6/2017
244th St SW - Google Maps
0 v
1, /1 a P S 244th St SW
47 777654, -l.2Z354783
244th St SW
Edmonds, WA
Imagery 02017 Google, Map data @2017 Google
M
ul
X
............ ........ ze
United States 1000 ft
9/6/201 ( 7 Design Maps Summary Report
N= Design Maps Summary Report
wo
User —Specified Input
Report Title 244TH STREET
Wed September 6, 2017 22:38: 14 UTC
Building Code Reference Document 2012/2015 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 47.777650N, 122.35478OW
Site SoH Classification Site Class D - "Stiff Sofl"
Risk Category I/II/III
Is #VTA F
Lynnwqod
E dm arid?
MountlakeTeffac*,*
A
Bothell
F �' 9 7 0 5,--tl ".1 C9 9
q E'S a jndianola *Shoreline
3 I.r-uq u am i t.h
40
Redmond
USGS—Provided Output
Ss = 1.260 g S,, = 1.260 g S,, = 0.840 g
S, = 0.493 g S,, = 0.743 g S,, = 0.495 g
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
RUSUOISE! S:;CCt' Xrl Dc:; q-t RusoLyisL Suect,xn
Lateral Analysis IBC2015
UPSTATE JOB#: 0809
Description: 2597 SF
Engineer: amg
Governing Code: 2015 International Building Code all references in right margin are 2015
IBC unless specifically noted otherwise. [Page numbers]
1603.1 General Design Criteria [3531
Roof
Walls
Floors
Snow
Partitions
Live Load (ps�
25
1 40
25
Dead Load (pso
15
10
1 10
1C
1603.1.4 Wind Design Criteria [3rAl
%d-r I
1. Nominal/Ultimate Wind Speed VasdNult 85/110 mph F 1609 3(3) [372]
2. Risk Category 11 1.00 A SCE 7 T 6-1[77]
3. Wind Exposure Category "B" 1609.413731
4. Internal Pressure Coefficient +/-55 ASCE7F26.11-1[258]
5. Components and Cladding design pressure +/-16 psf A SCE 7 30.2.2 [316]
1603.1.5 Earthquake Design Data f3541
1 . Seismic Importance Factor
2. Short Period Acceleration
2. 1 -Second Accelleration
3. Site Class
4. Spectral response coefficient
4. Spectral response coefficient
5. Seismic Design Category
6. Seis. Force Resisting System
7. Design Base Shear
8. Seismic Response Coefficient
9. Response Modification Factor
10. Analysis Procedure
11. Risk Category
Table of Contents
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
1,
1.00
A SCE 7 T 1�5-2[5]
SS
1.26
USGS Seismic Design Map Online
S,
0.493
USGS Seismic Design Map Online
D
ASCE 7 T20.3-1[204]
SDS
0.84
EQ 16-39[387]
SD1
0,50
EQ 16-40[3871
D
T1613.3.5(l) and (2) 13981
A. 15.
A SCE 7 T 12.2-1[73]
8324 lbs
CS 0.13
R 6.5
Equivalent Lateral Force
11
General Lateral Design Criteria
Determination of Wind Forces
Determination of Seismic Forces
Allowable Stress Design Loads
Shear walls in the Front to Rear Direction
Shear walls in the Side to Side Direction
Shear flow calculations
Appendix
A SCE 7 EQ 12 8-2 [89]
ASCE 7 T 12.2-1[731
A SCE 7 T 12.6-1[881
A SCE 7 T 11. 6-2 [69]
Version 7.0 Pg 0.1
Wind Desian (MWFRS - SimWifled Envelope Procedure) IBC 2015
Part 2 Wind Load Method ASCE 7 28.1.1 (2) 1297
Nominal[Ultimate Wind Speed 851110
Wind Exposure Category B
Height & Exposure Adjustment I = 1.00
Topographic Factor Kzt = 1.00
Wind Pressures ASCE 7 28.63 [3027
p, = I K, PS30
nnph 1609.3 [3 73], F1 609.3(3) [3 72]
1609.4 [373]
ASCE 7 F 28.6-1 [3041
ASCE 7 F 26.8-1 [252]
Minimum pressures shall not be less than assuming the pressures for
zones A and C equal +16 psf, B & D equal +8 psf, while zones E, F, G, & H all equal zero.
Roof Pitch 6 :12 or 26.565 degrees
Ridge Elevation 27.75 ft
Eave Height 18.5 ft
Mean Roof Height, h 23.125 ft
Zone Pressures, (),)(PS30)ASCE 7E2A.6-1 304L
_L___
ASCE 7 EQ 28.6-1 [306]
ASCE 7 28.6.4 [306]
ASCE 7 26.2 [243]
110
Horizontal Pressures
Vertical Pressures
Over angs
0
A
B
C
D
E
F
G
H
EOH
GOH
1
23.32
14.18
17.34
6.44
-6.82
-14.13
-5.10
--11.57
-16.05
-14
2
6.76 _
4.63
5.38
3.69
-0.22
-7.46
1.50
-4.94
-2.38
2
-2.71
Horizontal Zones Areas & Forces, Fx ASCE 7 F 28.6-10037
End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizon.tal
dimension (l.h.d.) or 0.4b, but not less than either 4 percent of lhd or 3 feet.
D
F X� P sx*x
x A
Diaphragm (x = 2)
I.h.d. (ft) = 32.5
a (ft) = 3.25 Areas
2a (ft) = 6.5 Forces
Diaphraem (x
= 1)
I.h.d. (ft)
= 32.5
a (ft)
= 3.25 Areas
2a (ft)
= 6.5 Forces
Front to Rear
A
B
C
D-
59
128
132
242
Ft 7038
Fxmin 5610
Front to Rear
A
B
D
124
0
F,� 7590
Fxmin= 3950
Side to Side
A
B
C
D
75
51
228+
36
F. 6657
F..i,, =
Side to Side
A
B
C
D
104
9
237
0
F. - 6662
F),.i. 3500
Version 7.0 Pg 1.1
Seismic Design IBC 2015
Site Clasification, Criteria Selection, &-Affnimm Desien Lateral Force
Risk Category
11
ASCE 7 T 6-1 [77J
Seismic Importance Factor
IE
1.00
ASCE 7 T 1.5-2 [51
Seismic Design Category
D
T]613.3.5(l) and (2) [398J
Site Class
D
ASCE 7 T20.3-1 [204]
Short Period Acceleration
Ss
1.26
F]613.3.1(1) [388-9]
1 -Second Acceleration
S,
0.493
USGS Seismic Design Maps Online
Seis. Force Resisting System
A. 15.
ASCE 7 T 12.2-1 [73]
Response Modification Factor
R
6,5
ASCE 7 T 12.2-1 [73J
Desi2n Spectral Response Acceleration Parameters
Site Coeffiecient, Fa 1.0 T]613.3.3(l) [387]
Site Coeffiecient, Fv L6 T]613.3.3(2) [387]
Substitute equations 16-37 & 16-38 into 16-39 & 16-40 respectively,
2
S DS = — . F a"S S SDS = 0.84 EQ 16-39 [387]
3
2
S DI =— . F V's 1 ST), = 0.50 EQ 16-40 [387J
3
Simplifled analysis, Seismic base shear ASCE 7 12.14.8 0087
V = (F SDS/R) W VAere: F= 1. 1 for (2)-story ASCE 7 EQ 1114-11 [108]
Vertical Distribution, Forces at each level ASCE 7 12.14.8 [1087
Fx = (w,,/W) V Fx = 0.142 x w,, ASCE 7 EQ 12.14-12 [1091
Fffi,efivi- Qpkmie Wpicht P- Unrepe t1hQ1 of I pual -
Diaphragm (x 2)
Ifi2p, F. = 4618
roof area (ft')
floor area (ft)
story height (ft)
wall lerrgth (ft)
WX
1712
0
8.1
168
weight (Ibs)
25680
0
L 6804
32484]
Diaphragm (x
F, = 4346
roof area (f17)
floor area (f�)
story height (ft)
wall length (ft)
WX
150
1459
9
154
weight (Ibs)
2250
14590
6930
30574
Version 7.0 Pg 2.1
Allowable Stress Desin Loads For Wood IBC 2015
Design shall be in accordance with Sections 2304-2306,
Structures using wood shear walls and diaphragms to resist
wind, seismic and other lateral loads shall be designed and
constructed in accordance with AF&PA SDPWS and provisions
of Sections 2305 - 2306.
Desien per Alternadve Basic Load Combinaflons 1605.3.2 [3591
For worse case effect with wind load, L & S shall be zero.
Equations 16-18, 16-19and 16-20 become,
D +(OW *0.6
Where co equals 1.3, W equals F x of the respective diaphragm, and
D shall be multiplied by two-thirds,
For worse case effect with seismic load, L & S shall be zero.
Equation 16-22 controls,
0.9 D + E/1.4 , substitute ASCE 7 EQ 12.14-5 for E
�P Q E - 0.2 S DS D;!
0.9 D +
1.4
0. 9 - 0.14 S DS D+ P QE
1.4
, simplify & arrange variables
Where QE equals F,, of the respective diaphragm.
2301.2 [473]
2305.1 [488]
1605.1 [3571
1605.3.2 [359]
1605.1 [3571
ASCE 7 12.14.3.1.3 (7), EQ 12.14-5 [1041
Principle of Mechanics
Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist,
Wind Desien Loads. 1.3 Fx
For Kzt = 1.00
Front to Rear
Side to Side
iaphragm
Force Obs)
Force (Ibs)
x 2
5490
5192
x 1
5920
5196
Seismic Design Loads, (p/1.4) F,
p = IA
Diaphragm
Force Obs)
x 2
4288
x 1
4036
EQ 16-22
ASCE 7 12.3.4 [831
Version 7.0 Pg 3.1
Allowable Stress Design Loads For Wood - cont.
Surn the moments about the base of a shearwall, overturning shall resist,
2 w
(v-w)-h - 3 D - 2 t P-w for wind
! W
(v -w) -h 0.9 - 0.14 D-
S DS"' - + P-Wi for seismic
2
Where, V = shear per linear foot of shearwall
W = width of shearwall
h = height of shearwall
D = resisting dead load centered over shearwall
P = resisting dead load at end of shearwall
Free Body Diagram of a ShearWall
n
(V x VO
Version 7.0 Pg 3.2
Tributary loads
�-Dj M I ts
Wind SAS,
VD(x+l)[lbs]
VD(x)[Ibs] 2744.96 2143.94
VT(x)[lbs] 2744,96 2143.94
L 34.50 34.50
11 80 62
,2015SDPNI'S SFISMICNIAX
TmAx(x) [Ibs]
M
MEMO=
f
Wind SAS
VD(x+l)[lbs]
VD(x)[Ibs]
VT(x)[lbs]
L
'12015SDPWS SETSMIC MAX
TMAX(x)[Ibs]
ON
MEN
INE
Wind Seis
[VD(x+I)[Ibs]
VD(x) [Ibs] 2744,96 2143.94
VT(x)[Ibs] 2744.96 2143.94
L 21.00 21.00
n 131 102
112015SDPWS SFISMICMAX 118
TMAX(x)[Ibs] 505
MKMIIMM�m
mom
NE
NO
IME
Wind Seis
VD(x+])[lbs]
%
VD(x)[Ibs]
VT(x)[lbs]
L
2015 SDPVVS SFISMTCMAX
TMAX(x)[Ibs
Version 7.0 Pg 4.1
Wall Line
Level
(x)
.01-1
Segment
Tributary loads
Wind
Seismic
Wi7dthFHeight
wr
wra
wf
wfa
T(x)
T(x+])
T(x)
T(x+l)
Seis max
1
F-R
Wind Seis
VD(x+1) [lbs] 2744.96 2143.94
% 24% 24%
VD(x) [lbs) 1420.81 968.584
VT(x) [Ibs] 4165,77 3112.53
L 33.50 33.50
n 124 93
2015 SDPWS SEISMIC MAX
TMAX(x) [lbs] 546 169
10.00
9
546
169
23.50
9
139
-305
2
1
lF-R
Wind Seis
VD(x+1) [Ibs]
% 50% 50%
VD(x) [lbs] 2960.02 2017.88
VT(x) [lbs] 2960.02 2017.88
L 15.00 15.00
n 197 135
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibs] 721
15.00
9
2
4
721
-18
3
F 1
F-R
Wind Seis
VD(x+]) [lbs] 2744.96 2143.94
% 26% 26%
VD(x) [Ibs] 1539.21 1049.3
VT(x) [Ibs] 4284.17 3193.24
L 34.50 34.50
n 124 93
2015 SDPWS SEISMIC MAX
TMAX(x) [lbs] 311
34.50
9
311
505
-511
183
4
F-R
Wind Seis
VD(x+l) [lbs]
%
VD(x) [lbs]
VT(x) [lbs)
L
n
2015 SI)PA'S SEISMIC MAX
TMAX(x) [Ibs]
Version 7.0 Pg 4.2
Wall Line
Level
(X)
0�1
le
Segment
Tributary loads
Wind
Seismic
[PO#STS
eight
wr
wra
wf
wfa
T(x)
T(x+])
T(x)
T(x+l)
Seis max
A
2
S-S
Wind Scis
VD(x+1) [Ibs]
% 50% 50%
VD(x) [lbs] 2596.19 2143.94
VT(x) [lbs] 2596.19 2143.94
L 16.58 16.58
n 157 129
2015 SDPWS SEISMIC MAX 175
TMAX(x) [lbs) 733 425
3.00
8.1
2
5
733
425
175
3.00
8.1
2
5
733
425
175
3.13
8.1
2
5
729
419
168
3.13
8.1
2
5
729
419
168
4.33
8.1
17
1 129
B
2
S-S
Wind Seis
VD(x+1) [Ibs]
%
VD(x) [Ibs]
VT(x) [lbs)
L
n
2015 SDPNN'S SEISMIC MAX
TMAX(x) [Ibs]
C
2
S-S
Wind Scis
VD(x+]) [Ibs)
% 50% 50%
VD(x) [lbs] 2596.19 2143.94
VT(x) [lbs] 2596.19 2143.94
L 24.75 24.75
n 105 87
2015 SDPWS SEISMIC MAX 88
TMAX(x) [Ibs] 98
7.00
8.1
17
2
-566
9.00
8.1
17
2
-465
-828
4.75
8.1
17
2
14
-271
4.00
8.1
17
2
98
-173
88
D
2
S-S
Wind Seis
VD(x+l) [Ibs]
%
VD(x) [Ibs]
VT(x) [Ibs]
L
n
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibs]
Version 7.0 Page5.1
Wall Line
Level
(x)
01�1
Segment
Tributary loads
Wind
Seismic
Width
Height
wr
wra
wf
wfa
T(x)
T(x+ 1)
T(X)
T(X+l)
Seis max
A
I.
S-S
Wind Seis
VD(x+l) [lbs] 2596.19 2143.94
% 30% 30%
VD(x) [Ibs] 1558.82 1210.73
VT(x) [lbs) 4155.01 3354.67
L 9.25 9.25
n 449 363
2015 SDPWS SEISMIC MAX 635
TmAx(x) [lbs] 4425 3281
2.00
7
3667
733
2718
425
635
2.00
7
3667
733
2718
425
635
2.63
9
4425
733
3281
425
622
2.63
9
4425
733
3281
425
622
I
I S-S
Wind Seis
VD(x+]) [Ibs]
% 45% 1 45%
VD(x) [lbs] 2338.23 1816.1
VT(x) [lbs] 2338.23 1816.1
L 17.50 17.50
n 134 104
2015 SDPWS SEISMIC MAX
TMAX(x) [lbs] 404 4
17.50
9
404
4
C
F 1.
S-S
Wind Seis
VD(x+1) [lbs] 2596.19 2143.94
% 25% 25%
VD(x) [lbs] 1299.02 1008.94
VT(x) [lbs] 3895.21 3152.89
L 14.00 14.00
n 278 225
2015 SDPWS SEISMIC MAX 380
TmAx(x) [lbs] 2250 1617
2.67
9
2250
98
1617
380
7.67
9
2100
98
1442
3.67
9
2220
98
1582
276
D
r 1
S-S
Wind Seis
VD(x+1) [Ibs]
%
VD(x) [Ibs]
VT(x) [Ibs]
L
n
2015 SDPVVS SEISMIC MAX
TMAX(x) [Ibs]
Version 7.0 Page5.2
Shear wall Summa
Sheeting Re m"s
Wind I SeEisMax]
I - 2nd
2 - 2nd
3 - 2nd
4 - 2nd
A - 2nd
B - 21id
C - 2nd
D - 2nd
I - Ist
2- 1 st
3 - I st
4- Ist
A - Ist
B - Ist
C - I St
D - I st
57
62
93
118
112
175
75
88
89
93
141
135
89
93
321
635
95
104
199
380
SW-1 SW-2
5
1
3
Shear Trans'er
ismic
Wind I SEe
1 80 62
1 131 102
2 157 129
1 105 87
1
2
1
6
1
4
124
93
197
135
124
93
449
363
134
104
278
225
SW-3 SW-4 RSW
Overtuming Value
Wind I Seism
4425 3281
2250 1617
Sheathing 11
260
350 11
511
11
679 1
1000
(Plf)
Shear Flow 1 145 280
300
475
1000
d(plf)
Shear Transfer Connectors - CI)
= 1.6, Hem Fir
Coancetor
Z (lbs)
l6d Nails (Common: 3.5"xO. 162")
195.2 lbs
2015 NDS TI I N [105]
1 16.2 1 8.4
7.8
4.9
2.3
16d Slant Nails (v<l 50plf)
160 lbs
2015 NDS TI I N [105]
13.2 6.9
6.4
4.0
1.9
0.0
Simpson A35 Clip
510 lbs
Current Simpson Guide
F_ 42.2 21.9
20.4
12.9
6.1
0.0
Simpson H I Truss Connector
415 lbs
Current Simpson Guide
1 34.3 1 17.8
16.6
10.5
5.0
0.0
Simpson LTP4 Clip (x 0.64 overtop 1/2" sheeting)
500 lbs
Current Simpson Guide
41.4 1 21.4
20.0
12.6
6.0
0.0
1/2" Diameter Anchor Bolts (2x)
912 lbs
20 15 NDS TI JE [93]
1 75.5 1 39.1
36.5
23.0
10.9
0.0
5/8" Diameter Anchor Bolts (2x)
1328 lbs
2015 NDS TI JE [93]
1 109.9 1 56.9
53.1
33.5
15.9
0.0
5/8" Diameter Anchor Bolts (3x)
1664 lbs
2015NDS THE [93]
Page6.1
I Tp"'z fi
,7.21an ineerin
L---
SHEARWALL & HOLDOWN NOTES (U.N.O.):
(1) Simpson or equal. Locate at end of shearwall u.n.o. Install
per manufacturer recommendations for foundation minimum end
distance and embedment, deepen foundation as required.
(2) Construct cripple wall same as shearwall (SW) above, and
gable -end same as shearwall (SW) below.
(3) Requires 3x or (2) 2x foundation sill plate
(4) Threaded rod and coupler as required.
(5) Common nails, UNO- 8&0.131"x2l/2", 10d=0.148"x3",
12d=0.148"x3'/4", 16d=0.162"x3'/2", 16d sinker--0.148"x3l/4".
(6) Install 111's on all trusses/rafters, A35's at 24"olc on gables &
rim joist (or solid bIkg) to top plate (sill plate at fdn) u.n.o.; When
specified spacing is less than 24"o/c, install A35's at roof solid
blk'ing to SW top plate, and install H1 or H2.5 on all
trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35.
Conn. per Simpson Strong -Tie or equal.
(7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at
abutting panel edges.
(8) Anchor bolts shall be embedded at least 7" into concrete;
there shall be a minimum of two bolts per piece with one bolt
located not more than 12" or less than seven bolt diameters from
each end of the piece. 2x min PT, u.n.o.
1(9) All sheathina must be APA rated.
Date: 9/8/2017
HOLDOWN SCHEDULE
Job #: 0809
MARK
HOLDOWN/
STRAP *(1)
FASTENERS TO
(.2)-STUDS MIN U.N.O.
FOUNDATION
ANCHOR *(1)(4)
COMMENTS
T-I
STHD]4/14RJ
(38)/(30) - 16d
N/A
SHEARWALL SCHEDULE Date: 9/8/2017
Job #: 0809
SHEATHING - APPLY TO
SHEATHING EDGE NAILS *(5)
ROOF TO TOP PLATE,
MARK
BASEPLATE,
SILL PLATE ANCHORS w/
*(2)
2x HF STUDS @ 16"o/c
ALLEDGESBLOCKED
NAILS *(5)
FLOOR TO TOP PLATE
3" x 3" x 1/4" WASHERS *(8)
U.N.O. BELOW -(9)
(do not penetrate past flush)
& SILL PLATE *(6)
SW_I
7/16" OSB
8d @ 6" o/c (12" o/c field)
16d Ca) 12 " o/c
HI @ or 24 " o/C
5/8"OxIO"AB's@ 60"oic
A35 P, 24 " o/c
SW-2
7/16" OSB
8d @ 4" o/c (12" o/c field)
16d @ 8 " o/c
A35 @ 20 " o/C
5/8"OxIO"AB's@ 48"o/c
SW-3
7/16" OSB *(7)
8d @ 3" o/c (12" o/c field)
16d @ 6 " o/c
A35 @ 16 " o/c
5/8"0xI0"AB's@ 48"o/c
8d @ 2" o/c staggered
I
SW-4
7/16" OSB *(7)
(12" o/c field)
16d @ 4 " o/c
A3 5 @ 12 " o/c
5/8"Ox]O"AB's@ 16"o/c
8d @ 2" o/c staggered
RSW
7/16" OSB Both Sides *(7)
SEE DETAIL I
I
I
(12" o/c field)
F-1 '
___
I
UPSTATE
engineering
PO BOX q52 L YNW)COD, VVA 980/�6
T. 1?0b) 280 _14 e � �D F . (?Clb) 13.54 ()?b
SERVICESPUPST&COM
General Structural Notes — Unless Noted Otherwise
GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR
OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION.
DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS.
INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL JURISDICTION.
FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR
FOOTING SHALL BE V-6" MINIMUM BELOW OUTSIDE FINISHED GRADE.
COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC
MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF
95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1 557 TEST
PROCEDURES.
CONCRETE fc = 2500 PSI WNIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0
GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE
PREVENTED.
REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE
GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A-185 AND SHALL BE 6X6—Wl 4 X W1.4. LAP ONE FULL MESH AT SPLICES.
TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
BEAMS AND POSTS (4x— AND GREATER):
JOISTS i STUDS (2x—):
GLUE LAMINATED BEAMS (GLB)
DF-L#2
HF#2 / STUD
24F-V4 (24F-V8 AT CANTILEVERS)
2x— TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER",
LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL
CONNECTIONS PER IBC TABLE 2304.9.1.
ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED
EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" C.C.; BLOCKING NOT
REQUIRED.
FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL
SUPPORTED EDGES AND BOUNDARIES WITH 1 Od AT 6" O.C.; AND INTERIOR SUPPORTS WITH 1 Od AT 12" O.C.,
BLOCKING NOT REQUIRED.
MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR
SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECT�ONS AND STIFFENINGS
HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.
WIND DESIGN CRITERIA:
NOMINAL WIND SPEED — 85 MPH RISK CATEGORY 11
ULTIMATE WIND SPEED — 110 MPH IMPORTANCE, I = 1.0
WIND EXPOSURE, 8 Kz-r = 1.00
SEISIMIC DESIGN CRITERIA -
EQUIVALENT LATERAL FORCE PROCEDURE
IMPORTANCE, le = 1.0
Ss = 1.260
SITE CLASS, D
Si = 0.493
SEISMIC DESIGN CAT., D
SDs = 0.84
SEIS. FORCE RES. SYS, A. 15.
Sri = 0.50
DESIGN BASE SHEAR = 8324 Ibs
Cs = 0.13
RISK CATEGORY 11
R = 6.5
F-
m
2
w
2
9
NOW, "12
2x TOP PLATE
WIDTH
. . . . . . NAIL SHTG TO
HEADER @ 3" OC EW
(3) 2x STUDS UNO
HEADER PER PLAN
NAIL SH[TG TO
:PLANI/
EXTEND OVER
EACH STUD
SHEARWALL
APA RATED SHTG
.- 8d NAILS @ 3"OC
PER SW SCHED --------------------
F-"N�-F
ALL PLATES
-
(BOTH SIDES)
�-4 HEADERS & STUDS
HOLDOWN
...
(3) 2x PLATES
PER PLAN
NAIL SHTG
TO EACH PLATE
(2) 5/8"0 A.B. 8" CONC STEM WALL
EMBED 7" MiN (2) #4 VERT EA FACE
CONC SLAB #3 TIES @ 8" O.C.
CONT FTG W/
(2) #4 TOP
& BOT l'- 6' M I N.
RAISED SHEAR WALL (RSW
NTS
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF FRAMING PER PLAN
2X LEDGER (OR RF TRUSS) W/
(2) 16d TO EA STUD
TRUSSES OR RAFTERS PARALLEL TO WALL
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER
STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF FRAMING PER PLAN
2X LEDGER W/
(2) 16d TO EA STUD
RAFTERS PERPENDICULAR TO WALL
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER
STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
TRUSS (MONO) PER PLAN
2X CONT SOLID BLOCKING
W/ (2) 16d TO EA STUD
TRUSSES PERPENDICULAR TO WALL
SHEAR TRANSFER
SW TO SW THRU LOW ROOF NTS
WALL FRAMING/DEC�
RAIL ABOVE
HOLDOWN PER PLAN
CTR ON RIM
BASEPLATE NAILING PEI
SW SCHED OR DECK RAI
CONNECTION PER PLAI
RIM JOIST PER PLAN
FLR FRAMING PER PLAI
SHEAR WALL PER PLAP
-FIT SOLID
G W/ EDGE NAILING
LICTURAL NOTES
R SW SCHED
SHEAR TRANSFER W/ HID
CANTILEVERED FLR JOISTS NTS
NAIL SHEATHING TO
BLOCKS PER SW
SCHEDULE EDGE NAILING
SW PER PLAN
EDGE NAILING PER
SW SCHEDULE
LSTA21 W/ BLOCKING
AS REQUIRED (4 TYP.)
FORCE TRANSFER
AROUND OPENINGS NTS
0
G) 0
0 -Izo
M Bath
24
IV
x
24 B3
masw SLAto
wc 4.:
24
m 60 bp
YDb124 25
UtH
M
24
24
D
H Bath I
28
24
60 b
4, p
L7
Bonus/B5
- — - — - — - — - — - ---- — - — --
Grder Twas
- Z :5k4-z.
AL-L- r--xTLiK.-,Cor, v4AL-L-5
ANP AL-L- 5HAPF-P vIA"s
1-0 RIF- FKTI, UNO
B4
- —Grcw —Truss
Z-
0501)
2.5'3'4 :5�F FL -AN
UFFOK r-1-00-P,
L-All-:Ir,AL-
v4-3 --- sv4-3 :SV4-3
4x12 DF#2 10' 0-1/2"
OR/Nock
zn B2
FR
W C;
7ix7
Kit !F21� 50 t)p
20
3' 4'-�i
36'bpary
'ric I ca 4XI2 CF#2
Both
24
so id
n
Typ X GWB all 201 mincorraeted Line
with living space
arA beams/posts
common surfaces
2 Car Garage Entrw
Concrete
3' 1'->� 3' 4'� Can
Slope to Door M
'A 3080
L l2n4�
ht
9. 1.- 4
5 1/8 x 13 1/2 GLB
16080
A" v4AL-L-5
A�4P A" 6HAPPP WA":5
-Q0 ?,F pp-x 15V4-1 UNO
0509
2-5c* 6F FL-A'14
No-r� PF--rA.T:L- -� NOT-Usrp L-OV40r. 'FL-001K
L-.A-rtxA L-
1_0t 7
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf I - Crawl 5-1
Date: 8/15/17
Selection 4x 8 IHIF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
AjAustments
Loads
Ivill I Dt%u! I ly rm Za
F11=0.1 III- III- W.U� I] I
Beam Span
5.1 ft
Reaction 1 LL
1173 # Reaction 2 LL 1173 #
Beam Wt per ft
6.17 #
Reaction I TL
1482 # Reaction 2 TL 1482 #
Bm Wt Included
31 #
Maximum V
1482 #
Max Moment
1890'#
Max V (Reduced)
1131 #
TIL Max Def]
L / 240
TL Actual Defl
L / 907
LL Max Defl
L / 360
ILL Actual Defl
L / >1 000
Section (in 3)
Shear (in 2
TL Defl (in)
LL Def I
30.66
25.38
0.07
0.05
20.52
11.31
0.26
0.17
OK
OK
OK
OK
67%
45%
26%
28%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc-L (psi)
Reference Values
850
150
1.3
405
Adjusted Values
1105
150
1.3
405
CIF Size Factor
1.300
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
Cl Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Uniform LL: 460 Uniform TIL: 575 =A
Uniform Load A
R1 1482 R2 = 1482
SPAN = 5.1 FT
Uniform and partial uniform loads are lbs per lineal ft.
RECE11VEla
SEP 28 2017
DEVELOPMENT SERVICES
COUNTER
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf 2 - Garage Front 19
Date: 8/15117
Selection (2) 1-3/4x 18 2.01E BC Versa -Lam 2800 Lu = 0.0 Ft
Conditions NDS 2012
Min Bearina Area R1 = 8.1 in 2 R2= 8.1 in 2 (1.5) DL Defl= 0.28 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Loads
Beam Span
19.0 ft
Reaction 1 LL
3420 # Reaction 2 LL 3420 #
Beam Wt per ft
16.19 #
Reaction 1 TL
5284 # Reaction 2 TL 5284 #
Bm Wt Included
308 #
Maximum V
5284 #
Max Moment
25098'#
Max V (Reduced)
4449 #
TIL Max Defl
L/ 240
TL Actual Defl
L/ 364
ILL Max Def I
L/360
LL Actual Defl
L / 662
Section (in3)
Shear (in2)
TL Defl (in)
LL Uet]
189.00
63.00
0.63
0.34
140.02
35.13
0.95
0.63
OK
OK
OK
OK
74%
56%
66%
54%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc-L
Reference Values
2250
190
1,8
650
Ad'usted Values
2151
190
1.8
650
CIF Size Factor
0.956
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.0(
C1 Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Uniform LL: 360 Uniform TL: 540 =A
Uniform Load A
R1 5284 R2 5284
SPAN = 19 FT
Uniform and partial uniform loads are lbs per lineal ft,,
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf 3 FR-Entry 5-10
Date: 8/15/17
Selection 4x 10 HF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Loads
Min Bearing Area HI = 4.2 in' KZ= 42 in, t1.0) UL ueTl= U.Ue In
Beam Span
5.9 ft
Reaction 1 LL
1357 # Reaction 2 LL 1357 #
Beam Wt per ft
7.87 #
Reaction 1 TL
1719 # Reaction 2 TL 1719 #
Bm Wt Included
46 #
Maximum V
1719 #
Max Moment
2536'#
Max V (Reduced)
1270 #
TIL Max Defl
L / 240
TL Actual Defl
L / >1 000
LL Max Defl
L/360
LL Actual Defl
L / >1 000
Section (in3)
Shear (in2)
TL Defl (in)
LL Detl
49.91
32.38
0.06
0.04
29.84
12.70
0.30
0.20
OK
OK
OK
OK
60%
39%
20%
21%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc-L
Reference Values
850
150
1.3
405
Adjusted Values
1020
150
1.3
405
CF Size Factor
1.200
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.0c
Cl Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
U nif orm LL: 460 Uniform TL: 575 =A
Uniform Load A
R1 1719 R2 1719
SPAN = 5.9 FT
Uniform and partial uniform loads are lbs per lineal ft.
BearriChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf 4 - DR 6080
Date: 8/15/17
Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012
Oata
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
iviiin bearing Area mi = :).�f in- hz= b.!j in- (1.0) UL ueTl= u.ub in hecorn uarnoer= u.uq in
Beam Span
6.0 ft
Reaction 1 LL
2445 # Reaction 2 ILL 2445 #
Beam Wt per ft
6.83 #
Reaction 1 TL
3831 # Reaction 2 TL 3831 #
Brn Wt Included
41 #
Maximum V
3831 #
Max Moment
5746'#
Max V (Reduced)
2873 #
TL Max Def I
L / 240
TL Actual Defl
L/542
ILL Max Defl
L/360
LL Actual Defl
L / >1 000
Section (in')
Shear (in2)
TL Defl (in)
LL Def I
42.19
28.13
0.13
0.07
28.73
17.96
0.30
0.20
OK
OK
OK
OK
68%
64%
44%
36%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc-L (psi)
Reference Values
2400
240
1.8
650
Adausted Values
2400
240
1.8
650
Cv Volume
1.000
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
CI Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Loads Uniform LIL: 340 Uniform TL: 510 = A
Par Unif ILL Par Unif TL Start End
475 H = 760 01 6.0
H -- ::1
Uniform Load A
R1 3831 R2 3831
SPAN = 6 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf
5 - Nook 5060
Date: 8/15/17
Selection 4x 12 HF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
min bearing Area hi = i.0 in- hz= t.0 in- (1.b) UL UeT]= u.uz in
Beam Span
5.0 ft
Reaction 1 LL
2038 # Reaction 2 LL 2038 #
Beam Wt per ft
9.57 #
Reaction 1 TL
3199 # Reaction 2 TL 3199 #
Bm Wt Included
48 #
Maximum V
3199 #
Max Moment
3999'#
Max V (Reduced)
1999 #
TL Max Defl
L / 240
TL Actual Def I
L/>1000
LL Max Def I
L / 360
LL Actual Def I
L/>1000
Section (in3)
Shear (in2)
TL DO (in)
LL Defl
73.83
39.38
0.04
0.02
51.32
19.99
0.25
0.17
OK
OK
OK
OK
70%
51%
16%
13%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc-L (psi)
Reference Values
850
150
1.3
405
Adiusted Values
935
150
1.3
405
CIF Size Factor
1.100
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
C1 Stability
1.0000
Rb = 0.00 Le
= 0.00 Ft
Loads Uniform LL: 340 Uniform TL: 510 =A
Par Unif LL Par Unif TL Start End
475 H = 760 0 5.0
H
Uniform Load A
R1 3199 R2 = 3199
SPAN = 5 FT
Uniform and partial uniform loads are lbs per lineal ft.
BearriChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf 6 - GR 4060
Date: 8/15/17
Selection 4x 10 HF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Min t3earing Area Hi = b.3 in- Kz= b.3 in- (1.b) UL UeTl= um in
Beam Span
4.0 ft
Reaction 1 LL
1630 # Reaction 2 LL 1630 #
Beam Wt per ft
7.87 #
Reaction 1 TL
2556 # Reaction 2 TL 2556 #
Bm Wt Included
31 #
Maximum V
2556 #
Max Moment
2556'#
Max V (Reduced)
1571 #
TIL Max Defl
L/240
TL Actual Defl
L / >1 000
LL Max Def I
L/360
LL Actual Defl
L/>1000
Section (in3)
Shear (in2)
TIL Defl (in)
LL Defl
49.91
32.38
0.03
0.02
30.07
15.71
0.20
0.13
OK
OK
OK
0 K
60%
49%
15%
12%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc-L(psi)
Reference Values
850
150
1.3
405
Adiusted Values
1020
150
1.3
405
CF Size Factor
1.200
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
Cl Stability
1.0000
Rb = 0.00 Le =
0.00 Ft
Loads Uniform LL: 340 Uniform TL: 510 =A
Par Unif LL Par Unif TL Start End
475 H = 760 0 4.0
H
Uniform Load A
R1 2556 R2 = 2556
SPAN = 4 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf 7 - Den 5050
Date: 8/15/17
Selection 4x 12 HIF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Min t3earing Area Ki = t.0 in- hz= t.0 in- tl.0) UL UeTl= U.VZ In
Beam Span
5.0 ft
Reaction 1 LL
1788 # Reaction 2 LL 1788 #
Beam Wt per ft
9.57 #.
Reaction 1 TL
2824 # Reaction 2 TL 2824 #
Bm Wt Included
48 #
Maximum V
2824 #
Max Moment
3530'#
Max V (Reduced)
1765 #
TL Max Defl
L / 240
TL Actual Defl
L >1 000
LL Max Def I
L / 360
LL Actual DO
L >1 000
Section (in')
Shear (in 2)
TIL Def I (in)
LL Def I
73.83
39.38
0.04
0.02
45.30
17.65
0.25
0.17
OK
OK
OK
OK
61%
45%
14%
12%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc-L(psi)
Reference Values
850
150
1.3
405
Ad*usted Values
935
150
1.3
405
CIF Size Factor
1.100
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
Cl Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Loads Uniform LL: 240 Uniform TL: 360 =A
Par Unif LL Par Unif TL Starl End
475 H = 760 0 5.0
H
Uniform Load A
R1 =2824 R2 =2824
SPAN = 5 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf 8 - B3 5040
Date: 8/15/17
Selection 4x 10 HF #2 Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1 = 4.5 in2 R2= 4.5 in2 (1.5) DL Defl= 0.02 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adfustments
Loads
Beam Span
5.0 ft
Reaction 1 LL
1125 # Reaction 2 LL 1125 #
Beam Wt per ft
7.87 #
Reaction 1 TL
1820 # Reaction 2 TL 1820 #
Bm Wt Included
39 #
Maximum V
1820 #
Max Moment
2275'#
Max V (Reduced)
1259 #
TIL Max DO
L / 240
TI-Actuall Defl
L/>1000
LL Max Def I
L / 360
LL Actual Defl
L/ >iOOO
Section (in3)
Shear (in2)
TL Def I (in)
LL Defl
49.91
32.38
0.04
0.02
26.76
12.59
0.25
0.17
OK
OK
OK
OK
54%
39%
16%
13%
r-O �Psq
t-v (psi)
t (psi x m1l)
Fc-L
Reference Values
850
150
1.3
405
Adiusted Values
1020
150
1.3
405
CIF Size Factor
1.200
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
11.0c
C1 Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Uniform LL: 450 Uniform TL: 720 =A
Uniform Load A
R1 1820 R2 1820
SPAN = 5 FT
Uniform and partial uniform loads are lbs per lineal ft.
t 0 fk
244th
Edmonds
Project
Exterior
Colors
:) 4 J!' A'
1945 Plan 1945 Plan 1 1945 Plan
5. 1
Scheme #3
Rare Gray Scheme #6
Scheme #1
WhiteTrim Virtual Taupe Eclipse
Brown Trim Cream Trim
.�J
t
�- 7
Extra Windows
Extra Windows
4 - 2597 Plan 1938 Plan
8
Scheme #2
Adaptive Shade Scheme #4
Brown Trim Gauntlet Gray
White Trim
1938 Plan
2597 Plan
3
Scheme #3 IV
Rare Gray Scheme #5
White Trim Suitable Brown
Cream Train
LJ---1L
Adap �a y]
Bro
2 2597 Plan :7* 1938 Plan
10
Scheme #6 Scheme #1
Eclipse Virtual Taupe
Brown Trim
Cream Trim
1938 Plan 2597 Plan:
Scheme #2 Scheme #4
Adaptive Shade'-. Gauntlet Gray
Brown Trim - White Trim
Extra Windows Extra Windows
Accent - Front Door - Trim/Gutters -
VanDyke Brown Black Fox Musket Brown
SW7041 SW7020
Main - Accent - Front Door - Trim/Gutters -
Adaptive Shade Enduring Bronze Black Magic Musket Brown
SW7053 SW7055 SW6991
Main - Accent - Front Door - Trim/Gutters -
Rare Gray Thunderous Jasper White
SW6199 SW6201 SW6216
Main - Accent - Front Door - Trim/Gutters -
Gauntlet Gray Mindful Gray Urbane Bronze White
SW7019 SW7016 SW7048
in
lt
Main - Accent - Front Door - Trim/Gutters -
Suitable Brown Gray Area Iron Ore Classic Cream
SW7054 SW7052 SW7069
L'y-
V0 Main - Accent - Front Door - Trim/Gutters -
Eclipse Svelte Sage Andiron Classic Cream
SW6166 SW6164 SW6174
6�
2x6 Head trim
5/4x4 sides
2x3+5/4x4 Sill
Front & Sides only
T&C Pine Soffit
Front Elevation 9 entry Right Elevation - Lot 2
2xI0 Wo
w/ 1/3 vy
5/4x8 behind Guft(
FlashIn 2xi
9 4"
2x8 r" X� 3WWW
Flashing
2x4 tapered 4x4 P TTI
1/2 Smooth Hardi Bd
Stone Cap Detail Column
I Section Plan View I
5/4x8 Fascia lx3 Trim
W.W. w1w.
CABLE TRIM
Corner Block
(Framers)
Flas
7 Top View
Face View
8'X8'
Hose Bib Lights Address
BEVELED BLOCKS
2x Blocks 5:x20' If 4 # a
w/ top flashing 6 X24' if 5 Vs
Felt
8' Siding
Flashing
M Band Board
Felt
8' Siding
Left Elevation
TRIM DETAILS (N,T,S.)
.1-1 I'll -M j '
—7/16 OSB
Hardipanel
C)
lx3 Whiteboard
C'j
2x8 Whiteboard
Flashing
0
X
04
4
r'
2x8
M1"x8
whiteboard
'x8xIS
Corbel
BELY BAND FLASHM WDIDOW-TRPM - --" PROXCTED GABLE STO?E SLL
Over the Siding (on front onIU)
2 Story — 2 Car — 42x38.5 — 2597 sf — GL — Lot 2
CFlashing (Felt over top)
2X8
cap
16' C c
BOARD & B&T
M 7)
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIAUCE
IL'ST BE.
-3 SITE
APPROVED BY PLANNImG
3
1�
BUILIDI
WORK
OWNER
APPROVED DATE:
BLDG. OFFICIAL:
PEaMIT NUMBER
CITY copy
Vinyl Sash Inrul DbI Glazed Windows (typ) with frarne vents
Provide Window venting of 4% of floor area
Provide natural light at 8% of floor area
Provide each sleeping room with a exit or
window opening
min height 24"
min width 20"
min area 5 sf Q grade, 57 sf upper flrs
no keys/tools required on Inside,
Per IRC R310
Additional Specs & Details on Sheets A5-7 &
Structural Calcs
Lateral Bracing per Structural Engineering Calos attached
Provide min, 36" Landing Q ext, doors
not more than 7 3/4" below finished floor
Wood or Composition Roofing
8' Hardboard Lap Siding all aides (typ)
over waterproof building paper
1x4 Corner trim
Downspouts to 4' tIghtlIne -----------------
to apprvd. storgjdralnagb7lit;��
Continuous -Metal gutters
mr6itwumity work to be referenced to the Rit/Grade permi,
ld2Oi7i'tQq
Rear Elevation Total Impervious surface of Lot 2: 20M at
PLAN SHEET INDEX
A 1: Cover/Elev
A2: Foundation/Alt Elev
A3 First Floor/Section
A+ Second Floor/Roof
A5: Details
A& Structural notes
A7: Specif icaf ions
WSEC: Wa St Energy Code
r011 IL �101`610=8 WOM �HWM ff 6
Mietzner Brothers Properties,
LLQ CODE: IROW5----'
244th St Edmonds - 38,5'x42'
VVSEQ 2OZ Erbrgy & Vent. code
2591--sf --- plary ---
Lot 2
Flt]jnil�ilng LFC 2016
National Electric Code
Street address to be prominently displayed In
Mechanical IRC 2016
Roof Load: 26 lbs
contrasting color, 4' hi, plalnly visible firom the street.
Seismic Design Cat: 02 (conventional)
S99 additional Specs/Details on Sheets A5,6, & 7
Wnd Speed: 85 mph
Attic ventilation- provided as per R806
Under Floor Inspection required
ROOFt 1460 sf * 144/300-701 sq.in. req'd
prior to Installation of floor decking
Provide squiv, or greater net area in and out (low & hi) All I-Ioldowns, Framing, AB,
Shearwalls, must be Inpaected
Provide (1) gable vent and (14) roof vents
prior to covering.
'QUARE FWTAGE I
ENERGY CT
E
co
REVISIONS
I",
Li-
0
+- N
a) —
CD
U)
1Z
0
CS) 0)
<
>
W
—i Q-
W -0
C4-
in
_j C14
-i 1- 0)
- 0 Lr)
U) _j (N
W
to
Lu C) C6
EL G)
0 —
0�' 0 X
IL L N
IL
U) Ln
Cr- -0
W C Cr
0 <
E C.)
0 -0
Co W (N
Of -I--
Lij co >-
0
Lu I-
N
copy
1st Floor; 1137 Elf
Windows: Alpine 70 Low E
Gas Forced Air
2nd Floor; 1460 sf
Insulation: Calling: R-49
Total; 2697sf
Faced F.G. Walls: R-21
Garages: 383 sf
6m!ll Slab VIB Floor: R-30
Pw-s RESUB
All- 2 9,2018
BUWNRI A&Z'10MAr
T-1 T-1
T_
I/A2 IRSW I/A2 IRSW
Foundation
3/4" APA rated OSI3 CD int.w/ext,glue, nail 6" edge, 10" field
2x F,J, Q 16" o.c. Solid blocking 9 support
2x Top plate
2' 0" min
W�
width
Nail shthg to Hdr
Q 3" o,c. e,w.
Header Per Plan
jv
extend over SW
(3) 2x studs U.N 0.
Nail shthg to ea' stud
APA rated shthg
per SW sched,
6 (Both Sides)
8d Nails 9 3" o.c,
Z Holdown per plan
all plates, hdrs, studs
M
x
(2) 5/8"x12" A.B, embed 7" min
Conc slab
Conc ftg w/(2)#4 top & btm
rj--� RAISED SHEARWALL DETAIL
�,�RSW� 1/2' - V 0"
(3)2x plates
Nail shfhg to ea plate
8" conc stem wall
(2*4 verf ea face
#3 ties 0 8" o.c.
7 Grade
1. 6" min.
2x4 P.T. Nailer In oonc. pour
16 oz.
Form nall pins @ 12' o.c,
to hold naller In wall
0AC INEdler In 0ono. Wall - Pbn View
i/2'= T V
4x4 or 4x6 Wood columns as required
2x4 or 6 ties nailed with 4 16d each MA615 anchor
Set wood columns on 904 felt protectors
Anchor column to footing with MAB15 8 2x Floor Joist
Floor Joist
F,J. 124"" 2x #2 HF Studs
# Q
0.0
Be Solid blocking w.W 1/2xlO A.B, per Schd w/3" sq x 1/4" washer 9 18" o.c.
qaA:34 scabs (5t2) �4*4 2x #2 HF Studs 4" DS tightline I/2xI0 A,B, per Schd w/2" sq x 3/16" washer,
4'. c. or sla #4 18 0.- i
w/4-16d nail BM & post #4 18" o.c. Horz, & Vert, min L#418" o.c, Horz. & Vert. min
Over 2' Hi-#4 10" o.c. Horz. 4" concr slab Over 2' HI-#4 10" o,c, Horz.
P.T, Post 4" DS tightline , �TPD v- I ,
16" o.c, Vert, w/8" ftg hook 5 o,c, Vert, w/6" ftg hook
____MAB15 ;a
rs-1/2 of max spacing m fil o
o Btnm b a q Btrn bars- 1/2 of max spacing
'p m
6mi black vapor barrier, edges lapped 12" 1 , 8xle min
7721 �Pmi (2) #4 Cont, Horz, 8XIB (2) #4 Cont, Horz.
Concr, Footing Bxl� ftg
I A ftg
ftg 4' ftg drain 4" ftg drain
r,-'\ NTSWEDIATE BEARN3 9_FP0RT MILMATION WALL DErAL aARA13E & STEM RUCATICIN WALL DE7AL
V ��� (�� 1/2'= 1' 9 1/2'= T V
2 Story - 2 Car - 42x38.5 - 2597 sf - GL - Lots 2, 4, 9, 11
ANCHOR BOLT WASHERS shall be
3 x 3' x 1/4' thick per R602. 11,1
Bolts shall be not less than 7 bolt diameters
and not more than 12' from the ends
of each individual foundation sill plate.
Min. 7 inches embedment,
Min (2) per sill plate
ANCHOR BOLT Placement per Structural Gales
and/or R40316
Any changes to floor framing
(i.e. I Joist from solid sawn)
will require now floor framing plans.
18' min. crawl space
12' min. clearance 9 beams
6 m1l. black visq, vapor barrier
R-19 F.G. insulation up to subfloor
Column & Beam Notes.
Cols to be 4x4 u.n.o.
Col, Bases 8' abv gr or P.T.
Protect Col Base w/FHA 12 or equiv,
Col-Bm posi, connect per R407.3
1' min air space betwen wood &
concrete or use pres. trid,
Laminate multi joists w/ 2 rows
led Q 16' o,c. stagger top/bot
Stub out #4 rebar @ 18' DID.
at conor. porch to resIst
dIfferenflal settling
Provide p,t, rim Joist 9 patio
REBAR REQUIREMENTS.
0#4 Continuous in ftg, (1) 9 top of wall.
#4 Vert. R/F Q 18'. R/F Stl to be ASTM A-615 Grade 40
24' max height for std fnd wall
24'-provide #4 rebar 10' o.c. horz,/16' o.c. vert,
2' 6' max height for 6' wall, 4' max for 8' wall
Footings to rest on 2000 psf undisturbed soil.
CRAWL SPACE VENTIALTION per R409.1
Provide 1185 sq In min net (1/150)
Install (21) 6'xlG" screened vents at 67,2 sq in each
net (70%) - 1470 sq In total provided
Install in Rim Joist (tup)
1470 sq ft *144/150-1402 sq in required
Min I vent within 3' of each end
UNDER FLOOR INSPECTION REQUIRED
ALL Holdowns, Framing, Anchors and Shearwalls
must be inspected before covering,
Provision shall be made to prevent
water from collecting in crawl spaces
and from leaking ont basement floors.
STRUCTUM)"L -REV'Py
THIS�O AS BEEN REvIEWID FOR
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELEVANT DOCUMENTS
10 B#_0 HA_ ID AT E111 &1�1
REVIEIEI BY 11 --
-M N. NEE,,N.
UPSTA
, !_�c.T
(206) 260-4715 - �F
VOID IF sTAMP INK NOT RED
Y_ EPB44/,slab
Fnd
12'
sono
tube
4-,, ",24x24xlO pad
_'L7:_7� w/(2)#4 ea way
V
@Sono Tube Pto DETAL
) NTS.
0#4 Cont. w/8' end 4' mln conc slab
hooks to grade beam w/#S @ 12' on. E.W.
or
/6x:6 1AWxIAW WWF
24" .-4 washed peat gravel
12"' (21#4 oont.
TyiptW Faj-ddon @ Gasp Dw
1/2'= T 01
E
CD
< cm
REVISIONS
N
4-
0
N
U)
_j
14
< 4—
W a) CD
-r- (N
U)
0 IN,
CD 0)
<
0 CL
LL -0
C3
C) N U)
_j
_j tn
4-
0 L0
_j
W
4- L0
W 0 Cd
CL (1)
C)
= 0 X
CL L N
CL
of -0
In
W C:
0 <
E L)
_0
Co W (%4
= -I-
W
-C 0
W
(%4
WE
a
RESUB
JUL 2 5 2018
BUWN,3,-
P
..-OT,PENT
a)
�n
T-1 T-1
5xI6 conc patio
no loser then 6' 8" from PL
.15, 0.1
T-1
r-c-5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DI 'a
D) JB2 10
-----------
CL
CL Slab on grade
0## 6mil v,b, (blk)
J,
a)
-----------
X
OD
I- - - - - - - - - -
11' 2
it ID
— — — — — — — — — —
r -------
_71�
I - - - - - - - - - - - -
—
I
U
ILL -- - - - - - 1 - - --- - - - - - - L__8' 4. 10' 2
------ ----------------
rl
t
4-1 r4 — — —
7/A2 Typ . 1 10' 5* 1
L,1_11 - Ll I I
2 Car Garage — — — F1 I I
- - - t-'�: I@/A2 Typ
conic slab on grade I Li 14 - - -
virgin/tamped fill Jill I
slope to Garage Door 11 - - -
I n
tt 1+11
30"x3O"xl2" 1 - - - - - 71
11 :0#4 as way
'��2110
I - - - - - - �EL2 Ll . . . . . . . .
—4' 4"'
IL- - - - - - - - - - - - - - - - - - - - - - - - r
continous ftg
-- ---------------------- - T-1
J9/Q 3"
16' 2-1/2"' 6' 5" 5' 4" _ L
-20' 0"— —22' 0"
I/A2 RSW I/A2 RSW
Foundation
--------------
2� Floor Joist
2x" #2 HF Studs
1/�xlO A.B. per Schd w/3" sq x 1/4" washer " 9 16" O.C.
;4-
;4-
Typ
2x6 p.t. sill plate Schd w/2" sq x 3/16" washer
4' DS tightline x per
4" conc slab 18" o.c. Horz. & Vert. min co 4 18" o.c, Horz, & Vert. min
4" co I slab Over 2' Hi-#4 10" o.c. Horz.
4" DS tightline J. 16" o,c. Vert. w/6" ftg hook
R- 10 o
tam Btrn bars- 1/2 of max spacing
18" min
9 lvg spic min
1. 0 (2) #4 Cont. Horz. (2) #4 Cont. Horz,
9
FOUNDATION STEM WALL DETAIL
1/2*= T 0'
-- ------- ----------
t 4" ftg drain
r-7 GARAGE & STEM RXWATION WALL DETAL
V,) 1/2'= T 0'
2x Top plate
21 0" min
width
_—Nail shthg to Hdr
1? 3" o.c. em.
Header Per Pir
Af
extend over S
'W
(3) 2x studs U.N,O.
--�Nail shthg to as stud
APA rated shthg
0 per SW ached
-1" (Both Sides)
8d Nails Q 3" o.c.
2 Holdown per plain
0
all plates, hdrs, studs
x
(2) 5/8"x][2" A3, embed 7" min
Gone slab
Cone ftg w/(2)#4 top & btm
R AISED SHEARWALL DETAIL
RSW 1/2" - V 0"
0#4 Cont, w/8'and 4' min cono slab
hooks to grade beam /w/#,9 C& 12' on. EW,
or
6x614WxIAWWWF
24' W washed. pea -gravel
\N n:&,'
�A-"'x 4NI
12" 0#4 cont.
Typk)W Fbiundellion @ Garage Door
2 Story — 2 Car — 42x38.5 — 2597 sf — GL — Lots 2, 4, 9, 11
02x plates
Nail shthg to as plate
8" 1 stem wall
(2*4 vert as face
#3 ties Q 8" o,c,
7 Grade
11 6" min.
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
PLANS EX NER
DATE Kit
EPB+1/ slab
P 4"
fr 12'
sono
tube
',24x24xl0 pad
/ w/(2)#4 I way
L - - - - - v
Sono Tubs PC DUAL
N.TS.
ANCHOR BOLT WASHERS shall be
3' x 3' x 1/4' thick per R602.11.1
Bolts shall be not less then 7 bolt diameters
and not more than 12' from the ends
of each individual foundation sill plate.
Min, 7 Inches embedment.
Min (2) per sill plate
ANCHOR BOLT Placement per Structural Coles
and/or R403.1,6
Any changes to floor framing
(i.e. I Joist from solid sawn)
will require new floor framing plans.
i8' min, crawl space
'12�Leqgce 9 beams'..
. _ _�?aI
..k r
il bl . ' r stL'
R- . . insulation up to su floor
Column & Boom Notes,
Cols to be 4x4 u.n.o.
Col. Bases -8' aby gr or P,T
Protect Col Base w/FHA 12 or equiv.
Col-Bm post. connect per R407.3
I- min air space betwen wood &
concrete or use pres. trtd,
Laminate multi joists w/ 2 rows
18d 9 15' o.c. stagger top/bot
Stub -out #4 reber @ IV or.
at oonor. porch to resist
clIfferental Battling
Provide pt. rim Joist 9 patio
REBAR REQUIREMENTS.
(2*4 Continuous in ftg. (1) Q top of wall.
#4 vert, R/F 9 18'. R/F Stl to be ASTM A-615 Grade 40
24:_max height for stc! fnd wall
24 provide #4 rebar 10' oc. hI o.c. vert.
2' 0' max height for 6' well, 4' max for 8' wall
Footings to rest on 2000 psf undisturbed soil.
CRAWL SPACE VENTIALTION per R4081
do 1185 sqj.In m�in net I 50�
I r 16. cro.re
— �96 '4'��s �sl 67.2 sq in each
rovided
no, 1701,11 total
1 n
._t
o
1470 4/150-1402 sq
���in 3' of each end
UNDER FLOOR INSPECTION REQUIRED
ALL Holdowns, Framing, Anchors and Shearwalls
must be inspected before covering.
Provision shall be made to prevent
water from collecting in crawl spaces
and from leaking ont basement floors.
2x4 P.T. Nailer in oonc, pour
11 1-1 16* Oc.
Fbrm nail pris @ 12' o.o.
to hold nailer In wall
Nadler In Conc. Wall - Pion View
1/2'= T W
-------------- ------------
J#4
9
4'ooric slab
inin
Ftg to bear on firm
undisturbed soll
---- -------------------
T 3%ffift5VIEW
REV1810!�'. '�WEDFOR
STRUCTURAL REQUIREMENTS ONLY PER
E
a)
A
A
a,
ILL
REVISIONS
111
LI
0
_j
I.— a) 0)
W a) —
-C CD
LO CK4
0
<
0 CL
LL -o
C3
C)
i
_j
0 Lr)
U� _j C%4
LU
Lo
LU L) 005
0- (D co
0 —
0 X
I CN
a- 't-
U)
LLI C:
0 <
E L)
0 _0
CID LLJ C4
0:� +-
Lu U)
N 0
Lu It- U)
C%4 (N
REVIEWED BY
BLDS100-13U
L v I ;�
D
T
I/A2 RSW
Carbon MonoxIde, Dectector per 315
Smoke Dectector per 314
Surface mount Ilght
Recessed can light
Xm 60 cfm exhaust fan to ext.
X— xxx ofm spot/whole he exhaust
vtos Vent To Outside
X Fan/Llght Combo
Single pole switch
3 way switch
Duplex outlet
220 volt outlet
Ground Fault Interupt
Na— Frost Proof Flose Bibb
"'," 1-4
I/A2 RSW
First Floor
IAll wells indicated
to be SW-1, U.N.O.
STRUCTURAL LEGEND
He ders 4xI0 OF2 U.N.0, Ist Floor
GLZ, 24F V4 U.N.O.
— - — - — -- ObI F.J.
Beam
SW-1
---= Shearwall
-1 Hold Downs
NOTE. All metal In contact with treated wood
Shall be approved for such contact
Additional Spam on Sheet A6_8 & StructIsal Notes attached
NOTE Notching and Boring holes in studs
For Interior and Exterior walls
per 2012 IRC R602,6 (1) & R802,6 (2)
2 Story — 2 Car — 42x38.5 — 2597 sf — GL — Lots 2, 9
P..I&Sfla 1. -11 0 RA DOORS
wlxIo. 4 D—
L Intall botm Watwffiock Flestdng 3/8 b
f%
j�p 980 Swsta0 5, I.M11 w1rdo- w —f.
2 follo-d We I C G-d. 7. It.110top F-I&SAZII.Flashin
3 Pool & Spok m Bill, 2 1/7 — btm f�t P W�d_
4. I�all Edda WatwSlm* nesidn g both Wdes
2 F
4
F111*,
P_t__
ard fo tp
,d
Spier,, All = stepws wd clatal rwadn
it
th. h wimlow flmNrD
F� d— with fl I I �
,,.k. — t Ftw
W horz 1 2 1 P, 1h;n mn th. d— W 1.11
.dg. f 1—'rd=2r-..kt1d'W .1 S 1. a=l— w
2- vert. _15' togi flwmw INSTALL
ff� . =W' W '12'. `Ii-t- — EXTERI
fl:;�� 0,tsldo of the 8EAD OF TOPP99'80D'C`A'USLrWT' TWO
W VW MWIP - per code
WDMW/DWR FLASMG INSTALU170N DETAM — NM
6/
Eng'd Truss 9 24" o,c.
TRU(:TURAL RETE! I
RAVjIFC, HIyS BEEN RP7FWX FOR
STRUCTURAL REOUtREMENTS ONLY PER
TH E ATTACHED RELEVANT DOCUMTS.
j OB# DATE-_
REVIEWED By BEAM PER
UPSTATE ENG!NELTRING MA
�206)280-4 15, ... �PMB
Volp jr STAMP INK HQT R�P,
6
C5
Q
0
zo
x
(D N
L
IN
18" Floor Truss
6
0)
"
CNW
j
I
I
I
L
C
2x 10 R-30
Crawl space
6 mil v.b, (blk)
Section A
HEAM PER
DOL If W
BEAM
2.4 WALL
24 WALL
x (SAWN)
(2) 2x4
(2) 24
6x (SAWN)
13) 2x4
(3) 24
0 3 1/8 (OLB)
—1/2(MANF)
(2) 20
__0
(2) 2XO
5 1/8 (GLBY
(3) 20
(3) 2x6
3 1/2 (MANE)
(2) 2x4
(2) 24
5
2x4
(3) 24
(3) 24
-1 HEADER
2X4 WALL
211 WALL
X AWN)
2X4
2
"x AWN)
----
3 1/8 (GLEO
(2) 2X4
5 1/8 (OLS)
___
3 1/2 (MANF)
(2) 2x4
5 1/2 (HARE)
POST / STUD Q POINT LOADS
header
jqu.I
(0 CD_
0)
6080 sgd 5080 hs
SGD & Window R.O. let Floor
Elev, View
ROUGH OPENING FRAMING DIMENSIONS
LA VENTA DE PUERTAS
LAS MEDIOAS DE LAS ABERTURAS CONSTRUIDAS
TYPE
WIDTH
ROUGH
TIPO De PUERTA
De ANCHURA
Le
Abartura
EXTERIOR DOORS
OPENING
LAS PUERTAS EXTERIORES
sin
IS Forma
METAL- SINOLE HANDICAP
DOOR WIDTH PLUS 2'
81
5/8'
PUERTA DE METAL PARA LAS SILLAS CON RUEDAS
ANCHURA DE
LA PUERTA MAS 2'
81
5/8,
METAL _ SINGLE
DOORS WIDTH PLUS 2N
82
1/2'
UNA PUERTA DE METAL
ANCHURA DE
LA PUERTA MAS 2'
82
1/2'
METAL - DOUBLE W/ASTG
DOOR WIDTH PLUS 2 1/2'
82
1/2'
PUERTAS DOBLES DE METAL CON ASTG
ANCHUAA DE-LAS PtIERTAS MAS 21/2'
82
1/2'
METAL SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
81
1/4'
PUERTA DE METAL QUE ASHE POR AFUERA
ANCHURA DE
LAS PUERTA HAS 2'
81
1/4'
METAL W/SIDELITE 14'
3/0 DOOR W/I S/L 53'
PUERTA DE METAL CON VENTANA
PUERTA 3/0
CON UNA VENTANA 53N
3/0 DOOR W/2 S/L 68'
82
1/2'
PUERTA 3/0
CON DOS VENTANAS 88'
82
1/2'
WOOD DOOR SINGLE W/B
DOOR WIDTH PLUS 2'
83N
UNA PUERTA DE MADERA
ANCHURA DE
LA PUERTA MAS 2'
83'
WOOD DOUBLE W/ASTG W/B
DOORS WIDTH PLUS 2 1/2'
83'
PUERTAS DOBLES DE MADERA CON ASTO
ANCHURA DE
LAS PUERTAS MAS 2 1/2'
83'
WOOD SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
83'
PUERTA DE MADERAQUE ABRE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
83'
WOOD W/SIDELITE W/B
3/0 DOOR W/I 14' S/L 53'
PUERTA DE MADERA CON VENTANA
PUERTA 3/0
CON UNA VENTANA 53'
3/0 DOOR W/2 1/4 S/L 68'
83
1/4'
PUERTA 3/0
CON DOS VENTANAS 68"
83
1/4,
INT. PRE -HUNG DOORS
LAS PUERTAS PRECOLGADAS INTERIORES
SINGLE PREHUNG
DOOR WIDTH PLUS 2'
82
1/2'
PUERTA PRECOLGADA CLASICA
ANCHURA DE
LA PUERTA MAS 2'
82
1/2'
"T DBL W/ASTG
DOOR WIDTH PLUS 2 1/2'
82
1/2'
PUERTAS DOBLES CON ASTG Y CERROJOS
ANCHURA DE
LAS PUERTAS MAS 2 1/2'
82
1/2'
INT DBL W/ROLLER CATCHES
:
DOOR WIDTH PLUS 2'
82
1/2'
PUERTAS DOBLES SIN ASTG
ANCHURA DE
LAS PUERTAS MAS 2'
82
1/2'
HOUSE TO GARAGE WB
DOOR WIDTH PLUS 2'
83'
PUERTA SOLIDA (ENTRE LA CASA Y EL GARAJE)
ANCHURA DE
LA PUERTA MAS 2'
83,
POCKET DOORS FRAME TYPE
LAS PUERTAS ESCONDIDAS
ACME (LADDER TYPE) SINGLE
DBL DOOR WIDTH PLUS 2'
84
3/8'
UNA PUERTA ACME
ANCHURA DE
LA PUERTA DOBLE MAS 2'
84
3/8'
ACME (LADDER TYPE) DOUBLE
OBL DOOR WIDTH PLUS 1 1/2'
84
3/8'
ACME PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 1 1/2'
84
3/8'
JOHNSON (VERT, STUD) SINGLE
05L DOOR WIDTH PLUS V
84
3/8�
UNA PUERTA JOHNSON
ANCHUAA DE
LA PUERTA DOBLE MAS IN
84
3/8'
JOHNSON (VERT, STUD) DOUBLE
DBL DOOR WIDTH PLUS 0'
84
3/8'
JOHNSON PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS HAS 0'
84
3/8'
BIPASS
LAS PUERTAS QUE SE PASAN
BIPASS W/DRYWALL JAMBS
DOOR CALL -OUT SIZE -1-
83
1/8'
CON JAMBAS DE YESO
TAMANO DE
LA PUERTA -1'
83
1/8'
BIPASS WIWOOD JAMBS
DOOR CALL -OUT SIZE PLUS 1'
84'
CON JAMBAS DE MADERA
TAMANO DE
LA PUERTA MAS V
84,
BIFOLDS
LAS PUERTAS De DOS HOJAS
BIFOLD WITH WOOD JAMBS
DOOR CALL -OUT SIZE PLUS 2'
82
1/2'
DE HOJAS CON JAMBAS DE MADERA
TAMANO DE
LA PUERTA MAS 2'
82
1/2'
BIFOLD WITH '1/2' JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4*
81 1/2' ON
VINYL
OE HOJAS CON JAMBAS DE YESO
TAMANO DE
LA PUERTA MAS 1 1/4' 81 1/2' en
vinilo
BIFOLD W/DRYWALL JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4"
82' ON CARPET
DE HOJAS CON 1/2' JAMSAS
TAMANO DE
LA PUERTA MAS 1 1/4' 82'
on alambro
-8
REVISIONS
N
C4-
0
= cr)
0
4-
W a)
a)
0
C:)
_j
LL
Cn
CL
LL -0
4-
in 01-
0 LO
_j
W
L0
W Cd
EL a) M
0 — X
= 0
CL L. (14
CL
U) En
= -0
W C
X 0
l— E L)
0 _0
100 W
W
W
N -C 0
P +- li
W U)
X: C4 CN
MAN
--RIE S U B
JUL 2 5 2018
BL18P.G,Q MMENT
E! OS
T-1 T-1 T-1 T-1
I/A2 RSW
• Carbon Monoxide Dectector per 315
• Smoke Decteotor per 314
Surface mount light
Recessed can light
Xw 60 cfm exhaust fan to ext,
X— xxx cfm spot/whole he exhaust
Vice Vent To Outside
X Fan/Llght Combo
Single pole switch
9 way switch
Duplex outlet
220 volt outlet
on Ground Fault Interupt
Frost Proof Hose Bibb
.,�, T- I
1/A2 RSW
First Floor
IAll wells indicated -
to be SW-1, U.N.O.
STRUCTURAL LEGEND
Headers 4xI0 DF2 U.N.O. tat Floor
GLB, 24F V4 U.N,O.
— - — - — -- Dbl F.J.
Beam
SW_I
Shearwall
T I Hold Downs
NOTE, All metal in contact with treated wood
Shall be approved for such contact
Additional Spam on Sheets A6.8 & Stnuctual Nlotes attached
NOTS Notching and Boring holes in studs
For Interior and Exterior walls
per 2012 IRC R602.6 (1) & R802.6 (2)
2 Story — 2 Car — 42x38.5 — 2597 sf — GL — Lots 4, 11
ft.1&Stiok 1. .11 0 RZ 7 ODORS
0 Do.
4 2
3 mg
2.
L Instill bottm Water9look Flashina.. 5. A
=%3/8 �,d To 900 SeBlwt 0. Install windows pw mf.
2. Followed b&WeterBlock Corner �1 flang. 7. 'I;:tralt top P-I&SHk fled"
a Pi , Sit on sill 2 1/7 — bt. front op window fienge L
4, Install sid. Water&; flasting both sides
do -
is
and f.Icld h. top
4"` ard - I.
slip strip g= bifore'lhe"1Z
th. h window fWd*,%
All = .tq�. and dt.ils .. Wn
7* For
S. PI.. 60 min. p==— ti.ky 9. Be ok. on afts�
I f"19" "I
sin ..rlp por UBC UL P..I&SHk fjwq. snd pqow 13. J,�t.jj 1 1.9
S. g� Si fil th. door A11.1 er. rd—
.dg. of lowsr tik .,t I on,. & papr tighn window 12
'for
2' ' SF a rl.l '12". `Sta'td'p`q V1 t�Fflmhdng INSTALL,,EXTEFUOR DOORS WITH TWO
w outsida of �hs BEADS Topp 9@0 CAULK.
r,g s. you —1p W ood.
WDMW/DWR FUSMG RMAUATION DETAM — NM
6/
Eng'd Truss P 21" o.c.
�tt_ypl
6
C5
0
60
CIJ
Qj
x
(0
X
CN
18" Floor Truss
(5
b
X I
[If
CITY OF EDAOND�� _"go�_n
SI, , Grade
M
PLANS ±ELXAP;A1N-0- 11,1—�— I L___j
T,
L
DA
L
Section A ATE 7A ttl�
16 Gas HW Tank DETAIL
N.T.S.
� FER
PLAN
rMl M�
061_ If 10 or 9— .011, S
BEAM
2x4 WALL
24 WALL
8 4x (SAWN)
(2) 2x4
(2) 20
Ox (SAWN)
(3) 2x4
(3) 2xB
LED
(2) 2x4
(2) 24
5 1/8 (OLEO
(3) 2X4
(3) 24
3 1/2 UIANF)
(2) 2.4
(2) M
531/,/2"(M(GANF)
(3) 2xi
(3) 24
GIRDER TRUSS
(3) 20
(3) 2.6
HEADER
2x4 WALL
2xB WALL
4X (SAWN)
2X4
2XB
6X (SAWN)
----
24
3 1/1 (GLEO
(2) 2X4
2,11
5 1/8 (GLB)
----
(2) 2X6
3 1/2 (MANIF)
(2) 2x4
2X8
5 1/2 (MANF)
----
(2) 24
r--D'\ POST / _STUD 9 POINT LOADS
��j in —on —
header
(0 CD
5050 hs
6080 sgd
SGD & Window R.0, Ist Floor
Elev. View
-ROUGH OPENING FRAMING DIMENSIONS
LA VENTA DE PUERTAS
LAS MEDIDAS DE LAS ABERTURAS CONSTRUIDAS
TYPE
WIDTH
ROUGH
TIPO De PUERTA
De ANCHURA
La
Abartura
EXTERIOR DOORS
OPENING
LAS PUERTAS EXTERIORES
sin
la Forma
METAL- SINGLE HANDICAP
DOOR WIDTH PLUS 2'
81
5/8'
PUERTA OE METAL PARA LAS SILLAS CON RUEDAS
ANCHURA DE
LA PUERTA MAS 2'
81
5/8'
METAL _ SINGLE
DOORS WIDTH PLUS 2'
82
1/2'
UNA PUERTA DE METAL
ANCHURA DE
LA PUERTA MAS 2'
82
1/2*
METAL _ DOUBLE W/ASTG
DOOR WIDTH PLUS 2 1/2"
82
1/2"
PUERTAS DOBLES DE METAL CON ASTG
ANCHUAA DE-LAS PtIERTAS MAS 21/2'
82
1/2'
METAL SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
81
1/4'
PUERTA DE METAL QUE ASHE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
81
1/4,
METAL W/SIDSLITE 14'
3/0 DOOR W/I S/L 53'
PUERTA DE METAL CON VENTANA
PUERTA 3/0
CON UNA VENTANA 53'
3/0 DOOR W/2 S/L 68'
82
1/2'
PUERTA 3/0
CON DOS VENTANAS 88"
82
1/2"
WOOD DOOR SINGLE W/B
DOOR WIDTH PLUS 2'
83"
UNA PUERTA DE MADERA
ANCHURA DE
LA PUERTA MAS 2"
83'
WOOD DOUBLE W/ASTG W/B
DOORS WIDTH PLUS 2 1/2'
83'
PUERTAS DOBLES DE MADERA CON ASTG
ANCHURA DE
LAS PUERTAS MAS 2 1/2'
83'
WOOD SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
83"
PUERTA DE MAOERAQUE ABRE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
83'
WOOD W/SIDELITE W/B
3/0 DOOR W/I 14" S/L 53'
PUERTA DE MADERA CON VENTANA
PUERTA 3/0
CON UNA VENTANA 53"
3/0 DOOR W/2 1/4 S/L 68'
83
1/4'
PUERTA 3/0
CON DOS VENTANAS 68"
B3
1/4"
INT. PRE -HUNG DOORS
LAS PUERTAS PRECOLGADAS INTERIORES
SINGLE PREHUNG
DOOR WIDTH PLUS 2'
82
1/2'
PLERTA PRECOLGADA CLASICA
ANCHURA DE
LA PUERTA MAS 2'
82
1/2'
INT DBL W/ASTG
DOOR WIDTH PLUS 2 1/2'
82
1/2"
PUERTAS DOBLES CON ASTO Y CERROJOS
ANCHURA DE
LAS PUERTAS MAS 2 1/2'
82
1/2'
INi DBL W/ROLLER CATCHES
DOOR WIDTH PLUS 2'
82
1/2'
PUERTAS DOBLES SIN ASTO
ANCHURA DE
LAS PUERTAS MAS 2'
82
1/2'
HOUSE TO GARAGE WB
DOOR WIDTH PLUS 2'
83"
PUERTA SOLIDA (ENTRE LA CASA Y EL GARAJE)
ANCHURA DE
LA PUERTA MAS 2'
83'
POCKET DOORS FRAME TYPE
LAS PUERTAS ESCONDIDAS
ACME (LADDER TYPE) SINGLE
OBL DOOR WIDTH PLUS 2'
84
3/8'
UNA PUERTA ACME
ANCHURA DE
LA PUERTA COBLE MAS 2"
84
3/8"
ACME (LADDER TYPE) DOUBLE
OBL DOOR WIDTH PLUS 1 1/2'
84
3/8'
ACME PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 1 1/2'
84
3/8"
JOHNSON (VERT. STUD) SINGLE
OBL DOOR WIDTH PLUS 1'
84
3/8'
UNA PUERTA JOHNSON
ANCHUAA DE
LAPUERTA COBLE MAS V
84
3/8'
JOHNSON (VERT. STUD) DOUBLE
OBL DOOR WIDTH PLUS 0'
84 3/8'
JOHNSON PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 0'
84
3/8'
BIPASS
LAS PUERTAS QUE SE PASAN
BIPASS W/DRYWALL JAMBS
DOOR CALL -OUT SIZE -?
83 1/8"
CON JAMBAS DE YESO
TAMANO OE
LA PUERTA
83
1/8,
BIPASS W/WOOD JAMBS
DOOR CALL -OUT SIZE PLUS 1'
84'
CON JAMBAS DE MADERA
TAMANO DE
LA PUERTA MAS ?
84'
BIFOLDS
LAS PUERTAS Do DOS HOJAS
BIFOLD WITH WOOD JAMBS
DOOR CALL -OUT SIZE PLUS 2'
82
1/2'
DE HOJAS CON JAMBAS DE MADERA
TAMANO DE
LA PUERTA MAS 2'
82
1/2'
BIFOLD WITH 1/2" JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/1'
81 1/2' ON
VINYL
DE HOJAS CON JAMBAS DE YESO
TAMANO DE
LA PUERTA MAS 1 1/4' 81 1/2' on
vintlo
BIFOLD W/ORYWALL JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4'
82' ON CARPET
DE HOJAS CON 1/2' JAMSAS
TAMANO DE
LA PUERTA MAS 1 1/4' 82' on alambro
IR ME-V 9 Is 11 ot"!,
E
a
-8
ID
IE
REVISIONS
711
=
0
C) 4—
W a) (7)
U) a) —
" -r- (S)
Of Cf) 04
0
0
_j
H C! D 00
U)
(X
LL -0
0 1- in
_j
_j tn
+_ CY)
0 L0
_j (N
W
Ln
W 0 Cd
CL (1)
0 —
= 0 X
EL L C14
a-
U) In
(If _0
W C D:f
m: 0 <
E L)
0 _0
co W 04
Or 4—
W (j)
N 0
W
(N C14
Simile.-'
5,�
M1,
MAR 13 2019 S I T 11 RUCTURAL REQUIREMEN16 11
THE ATTACHED RELEVAN
JOB#P DAT
y
REVIEVVED By
�PSTATE ENGtMEERING C'
("6) 2804715 - �=P`B�
,o,DIFSTAMPINK OTRE
42- 0"
15' 7-1/2" - 13' 2-1/2" 13' 2" 4. 4��,
�9'4-- 4- 0" 4' 0" —
7- P
h �—' �4040 he A!EG—
�—=UQ he EWi
Length of Drijer vent posted
per IRCM 1504.5
Carbon Monoxide Dectector per 3`16
Smoke Dectector per 314
)C� Surfaoe mount light
J3 Recessed can light
X", 50 cfm exhaust fan to exL
X— xxK ofm spot/whole hs exhaust
vtos Vent To Outside
X Fan/Llght Combo
Single pole switch
3 way switch
Duplex outlet
220 volt outlet
Ground Fault Interupt
H5— Frost Proof Flose Bibb
M 11. =Indl..ted
il Me
-1, U
, N.O.
to be SW N.O.
STRUCTURAL LEGEND
Headers 4x8 OF2 U.N.O. 2nd tloor
GI-B, 24F V4 U.N.O.
— - — - — -- Dial F.J.
Beam
SW-1
Shearwall
Hold Downs
NOTEt All metal in contact with treated wood
Shall be approved for such contact
Addlijonal Spam on Shesis A6-8 & StuctLral Notes attached
NOTE. Notching and Boring holes in studs
For Interior and Exterior walls
per 2012 IRC R602.6 (1) & R602.5 (2)
2 Story — 2 Car — 42x38.5 — 2597 sf — GL — Lots 2, 9
resist 2eO lb load any direction
Recess
Into f oor
w/soild blocking
Underl
2X Joist
W&L END STUDS
Section View 1/2" - 1' 0"
(3) 16d ea
Roof Plan
F-115 1.
T� ONLI PTESR
Tl,�. ATTACHED REITEVAIITE!�'�JIIINTJ�V
JOB
#0S0q DAT
REVIEWED BYCE—(,4,f�—
UPSTA,F FNGIN
Voll) IF STAMP INK
H1
E
NOW"
0
W C4-
U) 0
LIL
0
0
(D
0 U)
0
—i
U-
W CL
W -0
CY)
C4—
Ln
—J CY)
0 Lr)
1 C14
W
11--
= 4- Lr)
W 0 06
IL a)
0 —
W 0 X
0— L. N
0— 1-
U) U)
D:f -0 1
W C
M: 0
E
0 -0
DO W 04
W U)
N 0
W.�
X: Cq C14
REsue
JUL 2 5 2018
BU'"E NT
.'11PE.P4.RTd.W.
'W PER "
FIT SCLID BLKO
ARY NAILS PER PLAN
SHEATHING PER "
W MR PLAN
Im R00F THBm W,
STLD
TRUSSES OR RAFTERS EARAI LrL TO WALL
�— PER H-AN SNEAmdAu- PER PLAN
TIGHT FIT SOLID " TIGHT FIT SOLID VXG
BOUNDARY NAILS PER BOUNDARY RAILS PER FLkN
RDIF SHEATHING PER PLAN ROOF 94-:ATH310 M PLAN
'"T
SNEAT
TRUSS GRIND) PER
2X coffmAlocs
FRAHM M Soum 5-103 W
C6- M EA Stub
LENGER
r,r -WW
10d EA SILD
PERPENDTCULAR TO WALL TRUSSES FIERFENDICULAR TO WALL
OOF S�ZR ��TRANS�FER-T�YP
'_ 1
�1/2 . 0"
resist 200 Ilo load any direction
Recess
Into floor
w/solld blockIng
Underlayment
2x Joist N
IS RAIL WALL END STUDS
Section Mew 1/2" - J' 0"
(3) 18d ea
Sheerviall par I
King Stud continuous from
bottom to top plate$ LSTA21 v/ 10d Center & Edge
...h id. of opening
,,,p s opening (tip 4)
an
Pan., d,. nallin
Full Haight
-INDOW OPEN110]
I flat blocking
.t—n td.
; required (typ 4)
oldom per plan
Holdown per plan &'� PEELR�FQRATED SHEAR WALL DETAIL
1/2 1. 0.1
CATHEDRAL CEILING FALSE BE0
1/2' - 1' 0"
12 20+ yr F.G. roofing
15# roofing felt
7/16 OSB sheathing
2'1" o,c, Insulation baffles
Eng'd Truss
R-49 FG, In
Dbl 2x top plate
4x8 #2 DF header
C
Go
0.
a)
C1
or as noted
2x F,J. per plan
CL
Insul Hdr R-10
Rafters 9 24" o,c.
Insulation baffles
lid Blocking Framed roof olid Blocking
Ix8 Fascia 2&e.J� 10 "'. c'.
28g Alum. Gutter
8d Galv. Q 6" o,c,
diaph, to top plate)
if within 5' setback
no vented blocking
use Cor A vent/Smartvent opt
1 hr ggDr�t ppr IRC T
8" Horz, Hardboard Lap Siding on 7# felt
7118 OSB corner sheath nail 8d Q 6" edge/12" field (typ)
or per engineer calcs for shear
2x6 studs 16" oz #2 HF or better
- " ' nsu ation attac stu or use mi v
1/2" G
2x6 base plate, w/18d 8' o,c, & 16d Q 6" o,c. slant nail
2x 10 Rim Joist with 3 16d each Joist
2x6 pressure treated sill plate
Simpson A35 Q 32" o.c,
Mudsill Anchor per schedule
2x F,J, per plan R-30
5" & 8" pc fnd wall #4 18" o.c, horz. & vert. min
6x12 & 8x16 foofer!�� Over 2' Hi - #4 10" o.c. horz, 16" o,c. vert,
Slope grade 9 1/4' per foot away from foundation
4" perimeter drain In stone,/ -connect to approved discharge to daylight
4' dia. tightline roof drain separate from perimeter footing drain to daylight
18' min Crawl space, 12' min under beams
6 mil black vapor barrier with 12' lap seems
TYPICAL 2 STORY SECTION
1/4" - I� 0"
Eng'd Truss / Site Frame
If open rail is used then space balusters
so a 4' sphere will not pass through
LSU 210 Hngr or A35 ED
each stringer (typ)
6' 8' min. clearance
to nose of tread
Firestop adjacent walls per 708.2.1
At all stair locations
1 1/4" - 2" dia, continuous full length
h a wall
ndrail with 1 1/2" min. space to wall
Return ends to wall or terminate at
post per R311.7 . 8.2
Rail 34"-38" above stair nos,�ing
2x treads and Ix risers 6" sphere does 'n
Guard/Handrail to sustain pass through
200 lb load 4" sphere does
Balusters to sustain 50 lb load pass through
Hdr
o
C
CLO� �:
sill
or
from nose of fread
2x4 16" o,c, studding
anchored to stringers and floor
GWB both sides continuous
36' wide min, landing
LSIJ 210 Hngr or A35
jox,12 Stringers
t ... d (min 1011)
Max. 7 3/4" rise
w/ 3/4" to 1 1/4" nosing
Fireprotect enclosed under stair walls
and soffits with 1/2 GWB
Firestop Adjacent walls per R302,11
TYPICAL STAIR DETAIL
Per R311.5
1/4" - P 0"
TYP WALL /
WINDOW SECTION
2nd Floor
1/4" - 11 011
STRUCTURAL E�EXI��
THITDRAWING HAS BEEN REVIEWED FOR
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELEVANT DOCUMENTS.
j0B#,0goq DATE-ilLsAl
REVIEWED BY--Le4-
11.TAT- -- NEG`RID-
'216) 180-45TAMP
Vol. IF INKNOTRED.
NOTS
S
Epll.c'e and nail top plates as shown at all
.t i., walls, shear wells and at each
floor level and at roof.
TOP PLATE SPICE ELEV,
1/4.1 - 1. 0�1
E
REVISIONS
N
4-
0
Ln
:W
4-
0)
a) CD
-r- (N
U)
Is
U) CP 0)
-i
LLJ CL
4-
L) IF th
-J
in LQ
4- CN
w 0
_J
W L0
W C6
(L a) m
0 — -)�
= 0
1L (-
EL
U) tn
W -0
W C
M 0 <
11-- E L)
0 -0
CO ILL! (N
W +-
w (b
N -C 0
1-- 4-
W 'I- U)
G
2 Story — 2 Car — 42x38.5 — 2597 sf
RESuB
JUL 2 5 2018
BUIO&D SNT
C A�O%E
W� Pat MAR
F37 SOLID BIXG
MY KkM MR MAR
�TWRG MR MM
No Is MAR
(OR ROOF TRUSS) W
STLID
TRUSSES OR RAFTERS PARAI I El TO WALL
sw�� MR AR �RW� PER MAR
PIT SOLID BUM TIORT FIT SUM BLM
50JRDARY IWLS FER MAR BOUNDARY RAILS FER �R
RDOF SHEATIM PER MAR ROOF IREATKING PER
—T
TRUSS QOR0) MR MAR
DaIM&OLIS
ROOF FRAMING IS MAN SDUD BLKG W/
7-- Q- led EA STUD
AL- V UEDGEFI W/
(2)- ft EA STUD
P TRUSSES PFRPFNDICULAR TO WALL
2 LOW ROOF SHEAR TRANSFER—TYP
1/2" - 1' 0"
reslst 200 lb load any d1rection
Recess
into floor
w/solld blocking
Underlay nt
IS RAIL WALL END STUDS
Section Mew 1/2" - V 0"
(3) 16d ea side
Shearwall per
King Stud continUDUS from
bottom to top plate.
—h side of openlng,�LSTA21 wl 10d Center & Edge
4yp 2) of opening (tUp 4)
Hdr
)Ian
panel edge nalllng�
Full Height
W11".
[11IF1
( flat blocking
,tw
:an studs
qulred (typ 4)
oldown per plan
Holdown per plan PERFORATED SHEAR WALL DETAIL
1/2" - P 0"
CATHEDRAL CEILING FALSE BEAM DETAIL
1/2" - V 0"
12
2
20+ yr F,G. roofing
0+ yr
a
15# roofing felt
'5# roo ters 0
71 " O� x1 Raf
7116 OSB sheathing x8 Rafters Q 24" o.c.
24" Ole,
'c 7
Insulati Insulat
Insulation baffles Insu ation baffles
r
Eng'd Truss (typ
1: uss (t y
-19 F.G. Insulation
R s tic�n
Fam.d roof oll
lid Blocking Framed roof olid Blocking
lx8 Fascia:::�J,' 15" 'o.'.'
Dbl 2x top plate
26g Alum. Gutter
4x8 �#2 OF header
8d Galv, Q 6" o.c.
t
or as noted
diaph, to top plate)
if within 5' setback
L
a)
no _v!�!teq blocking
8" Horz, Hardboard Lap Siding on 7# felt
7/16 OSB corner sheath nail 8d 9 6" edge/12" field (typ)
x per plan r—
or per engineer calcs for shear
2x5 studs 16" o,c. #2 HF or better
Insul Hdr R-10
R-21 F.G. insulation attach stub or use 4 mil vb
1/2" GWB
CL
2xG base plate, w/16d 8" o,c, & 115d Q 6" o.c. slant nail
2xIO Rim joist with 3 15d each Joist
c
2x6 pressure treated sill plate
c
Simpson A35 9 32" o,c,
1-k-udsill Anchor or A,B, per schedule
Slab on gra a
#4 18" o,c. horz. & vert, min
I w�ll
8" pffnd wall
x ooter,,
8 6
Over 2' Hi - #4 10' o.c. horz., 16" o.c. vert,
'4" per foot away from fnd
"ioot'1,;d
r
4' die. tightline roof drain_sepe pta'from perimeter rain o daylight
t
6 mil black vapor barrier with _ i2'
lap seams
TYPICAL 2 STORY SECTION
1/4" - 1- 0"
Eng'd Truss / Site Frame
If open rail is used then space balusters
so a 4" sphere will not pass through
LSU 210 Hngr or A35
each stringer (typ)
6' 8' min. clearance
to nose of tread
Firestop adjacent wells per 708.2.1
At all stair locations
1 1/4" - 2" dia. continuous full length
handrail with 1 1/2" min. space to wall
Return ends to wall or terminate at
post per R3117 . 8.2
Rail 34"-38" above stair n
2x treads and Ix risers-7��
or
from nose of tread
2x4 16" o,c, studding
anchored to stringers and floor
GWB both sides continuous
36" wide min, landing
�'LSU 210 Hngr or A35
2x12 Stringers
10" tread (min 10")
Max. 7 3/4" rise
wl 3/4" to 1 1/4" nosing
6" sphere does not Fir.eprotect enclosed under stair walls
pass through ano soffits with 1/2 GWB
Guard/Handrail to sustain Firestop Adjacent walls per R302,11
200 lb load 4" sphere does not
Balusters to sustain 50 lb load pass through
TYPICAL STAIR DETAIL REVISED PLANAPff
-, . y OF EDMONDS BUILDING
Per R311.5 C-T . F E
1/4" - 1- 0" PLANS E�XAMINER16;—�z
2. �
DATE F
Hdr
3:
(S) 0
sill
TYP WALL /
WINDOW SECTION
2nd Floor
1/41, - 1. 0.1
NOTE,
Splice and nail top plates as shown at all
Exterior walls, shear wells and at each
floor level and at roof.
TOP PLATE SPICE ELEV,
1/4" - P 0"
E
6
CU
0
'a
0)
REVISIONS
N
4-
0
LO
U
4-
a) o)
a) —
-r- CD
U)
U) CD CO
-j
<
UJ CL
0 . -0
C3
4-
L)
—J
0)
En LQ
+- (N
W 0
_J I
' afLQ
CO
a) M
0 X
L
CL c C-
L
IL
_ En
0
-0
C
0
11-- E L)
0 -0
CO W
D:f
W
N -C 0
W
c%4 (14
IN
2 Story — 2 Car — 42x38.5 — 2597 sf — Lots 2 4 9 11
�TRuCTURA�
1-1.1 1-1— - Byl
MAR 13 2019 UPSTATE ENG�NE
��) 2$0-4715 - `1`I<
VOID IF STAmP IN
Upstate Engineering Services
PO Box 952 Lynnwood, Wa 98046
(206) 280-4715 UpstateEngineerggmail,com
General Structural Notes - Unless Noted Otherwise
GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE
(IBC), 2016 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED
BY LOCAL JURISDICTION,
DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS,
INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT
FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION.
FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 1600 PSF BEARING CAPACITY.
BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6' MINIMUM
BELOW OUTSIDE FINISHED GRADE.
COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE
OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE
PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE
MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED
BY ASTM D-1557 TEST PROCEDURES,
CONCRETE fc = 2500 PSI MINIMUM 6-1/2 SACKS OF CEMENT PER CUBIC YARD OF
CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB
SACK OF CEMENT. MAXIMUM SLUMP IS 4'. SEGREGATION OF MATERIALS TO BE PREVENTED,
REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3
AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH A
STM A-615. LAP SPLICES 32 BAR DIAMETERS, WELDED WIRE FABRIC SHALL CONFORM TO
ASTM A-185 AND SHALL BE 6X6 W1.4 X W1 A. LAP ONE FULL MESH AT SPLICES
TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
BEAMS AND POSTS (4x— AND GREATER: DF-L#2
JOISTS / STUDS (2x—): HF#2 / STUD
GLUE LAMINATED BEAMS (GLB) 24FV4 (24F-V8 @ CANTILEVERS)
2x— TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO ?WWPA GRADING RULES FOR
WESTERN UUMBER?, LATEST EDITION. ROOF TRUSSES SHALL
BE DESIGNED IN ACCORDANCE WITH THE TPJ, AND THE IBC. ALL CONNECTIONS PER
IBC TABLE 2304.9.1.
ROOF DIAPHRAGM INSTALL MINIMUM 1/2' COX PLYWOOD (32/16) OR 7/16' OSB, SHEATHING.
NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d
AT 6' 00, AND INTERIOR SUPPORTS WITH 8d AT 12' CC,; BLOCKING NOT REQUIRED,
FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-1-FLOOR (24oc) SHEATHING.
GILUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH
10d AT 6" O.C., AND INTERIOR SUPPORTS WITH 10d AT 12' OC, BLOCKING NOT REQUIRED.
MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE.
THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING
AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED.
DO NOT SCALE DRAWINGS, PRE -FABRICATED ITEMS TO
BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
WIND DESIGN CRITERIA:
NOMINAL WIND SPEED - 85 MPH RISH CATEGORY 11
ULTIMATE WIND SPEED - 110 MPH IMPORTANCE, 1=1,0
WINDOW EXPOSURE, B Kzt = 1.00
SEISIMIC DESIGN CRITERIA:
EQUIVALENT LATERAL FORCE PROCEDURE
IMPORTANCE, Is = 1.0
SS = 1260
Slte Class, D
S1 = OA93
SEISMIC DESIGN CAT, D
SDS = 084
SEIS, FORCE RES, SYS, A.15,
SD1 = 0.60
DESIGN BASE SHEAR = 8324 lbs
CS = 0.13
RISK CATEGORY 11
R = 65
2 Story — 2 Car — 42x38.5 — 2597 sf
SHEARWALL & HOLDOWN NOTES (U.N,O,) Upstate Engineering Services
PO Box 952 Lynnwood, Wa 98045 Date: 9/8/2017
(206) 280-4715 UpstateEngineerC?gmail,com Job # 0809
(1) Simpson or equal, Locate at end of shearwall u,n.o. Install
per manufacturer recommendations for foundation min end
distance and embedment, deepen foundation as required.
(2) Construct cripple wall same as shearwall (SW) above, and
gabel-end same as shearwall (SW) below,
(3) Requres 3x or (2)2x foundation sill plate
(4) Threaded rod and couler as required,
(5) Common nails, UNO: 8d:0,131"x2 1/2", 10d=0,148x3",
12d=0,148"x3 1/4", 16d=0,162"x3 1/2", 115d Sinkers=0.148"x3 1/4"
(5) Install Hl's on all trusses/rafters, A35's at 24" o.c. gables &
rim joist (or solid blkg) to top plate (sill plated at fnd) UNO, When
specified spacing is less than 24" o,c,, install A35's at roof solid
blk'ing to SW top plate, and install HI or H2,5 on all trusses/
rafters. LTP4, LTP5, or LS50 can be substituted for A35, Conn,
per Simpson Strong -Tie or equal.
(7) Min 3x or dbl=2x stud lam'd w/ (2)= 115d Q 5" o,c, at
abutting panel edges,
(8) Anchor bolts shall be embedded at least 7" into concrete,
there shall be a min of 2 bolts per piece with one bolt
located not more than 12" or less than seven bolt diameters from
each end of the piece. 2x min PT, UNO.
HOLDOWN SCHEDULE SIMPSON U.N.O.
Mark
Vertical
Horiz,
Hold down /
Strap -X(D
Fasteners to
(2)-Studs Min UNO
Foundation
Anchorage X(l)(4)
Comments
T-1
STHD14/14RJ
(38)/(30) 16d
N/A
SHEARWALL
SCHEDULE
Sheathing- Applied to
Sheathing Edge Nails #5
Roof to Top Plate
Sill
Plate
Anchors w/
Mark
2x HF studs 9 15" o,c.
All
Edges Blocked
Base Plate
Floor
to Top Plate
3" x
3" x 1/4"
washers
-X(2)
U,N,O,
Below
(do
not
penetrate past flush)
Nailing
#5
& Sill
Plate X(15)
see
note
-X(8)
SW-1
7115"
OSB
8d
9 5"
o.c, (12" o,c, f Id.)
115d 9
12" o,c,
H 1 Q
24" o.c,
5/8"
dia
x 10"
AB's 9 50" o,c.
or A35
Q 24" o,c,
SW-2
7/ 15"
OSB
8d
Q 4"
o,c, (12" o,c, fld,)
115d 9
8" o.c,
A35 Q
20" o,c,
5/8"
dia
x 10"
AB's Q 48" o.c.
SW-3
7/ 15"
OSB (*7)
8d
Q 3 "
o.c, (12" o,c, fld)
115d Q
6" o.c.
A35 9
16" o,c,
5/8"
dia
x 10"
AB's 9 18" o.c.
SW-4
7/15"
OSB 0(7)
8d
9 2"
o.c. staggered
16d 9
4" o,c.
A35 9
I
12" o,c,
5/8"
dia
x 10"
AB's Q 15" o,c.
1
(12" o.c. fld)
I
RSW
OSB Both Sides (-X7)
8d
Q 2"
o.c. staggered
See Detail I
/ A2
�71115"
(12" o,c, fld)
STRUCTURAL R_Eyl��
THIS DR_=GEg,,�,,',TVI1W1D FOR
"RUCTUR " E C'L' PER
THE ATTACHED RELEVANT DOCUMENTS.
joB#_aLo_�_ DATE _714�
REVIEWED BY k
UISTATI Ell 11ER1%
VOID IF STAMP INK Nor RED.
E
? I
REVISIONS
N
4-
0
U)
W
P a)
b a) CD
:z (N
_j N,
C!D 0)
C)
ck::
CL
U) -0
CJ
_j
_j Cq
U)- En LO
'_ CN
LU b
_j
Ln
W 0 C6
0- a) M
0 X
0
[L ';r
U)
Q:f cn I
W -o
C: W
0 <
E
CO LIJ CN
W Lo
M 0
r-4 -C
W '4- CO
RESUE
JUL 2 5 2018
BURgN
C G EF SNT
OF DeRMD E
SPECIFICATIONS
VENTILATION AND INDOOR AIR QUALITY CONTROL-2015 CODE
Sizet per IRC 2015
Where ceilings are applied direct to the underside of
rafters, cross ventilation shall be provided by maintaining a
an unobstructed 1" air space on the underside of the roof
sheathing for eave to peak inlet/outlet air flow,
Vent Blocksi three (3) 2" diameter holes = 6.59 square
inches net (70% locate at corners and evenl between
for attics, and at each cavity for cathedral rocsys
Net Vents 1/150 of attic spacei 1/300 if half of
required ventilation area is three feet above the eave
vents, or If warm side vapor barrier is present.
Screens 1/4' corrosion resistant metal mesh required.
Gable and Roof Ventst locate as high as possible, Crawl
space ventsi minimum 1 square foot per 150 square foot
of foundation area.
Source specific ventilation systemsi required in kitchen,
baths, separate toilet rooms, spa, and other rooms with
excess moisture. Source specific fens must be controlled
by a manual switch and clehumidstat, timer or automatic
control which must be readily accessible. Kitchenst
minimum 100 cfm Bathroomsi minimum 50 cfm
Whole house ventilation systemss required with automatic
and manual overide controls capable of allowing
continuous and intermittent operation; 24 hour automatic
control must provide minimum of two 2 hour ventilation
cycles each day. AC/H: minimum 35 and maximum .5 air
changes per hour, CFMi minimum 15 ofm in each
bedroom plus 15 cfm for combined living area Sone
rating maximum 1.5 at 0,1 inch water gauge. Fen cfm flow
rating, 0.25 inch water gauge static pressure, Duct
terminationsi terminate outside the building with back
draft dampersj Exhaust ductsi insulated with R-4 within
unconditioned spaces, Supply ductsi Insulated with R-4
within conditioned spaces
Interior doorsi not to impede air flow to whole house
exhaust fan,
Air Inletsi outdoor fresh air to be screened and
protected from entry of insects, leaves and debris
Locate away from noise and air pollutionj do not
connect to attic, crawlspace, hazardous or unsanitary
areas, fuel burning appliance areas, minimum 10' from vent
opening of plumbing drainage system, appliance vent
outlet or other source of odors, fumes or flammable
vapors unless inlet is at least 3' below such vent
openingi Each habitable area shall have outdoor air
inlets with controllable secure opening of at least 4
square inches at top of wall or windows with back draft
dampers, Alternate fresh air supply: integrated with
furnacej with 5" diameter duct from exterior to return
air plenum with manually adjustable flow damperi furnace
fan to be operated by 24 hour clock. Proof of
performance testing and letter of compliance required
for inspection,
Mechanical Penestrationsi to be caulked/foamed and sealedi
with firestops as requiredj exterior wall electrical
boxes sealed or gasket provided at device plates.
Rim Joists to be sealed at heated floors or covered with
exterior infiltration wrap such as tyvek and fully insulated.
Recessed Light Fixturest to be type IC rated with no
penetrations to ceiling cavity and sealed, or gasketed to
prevent air infiltration, or any type rating located within
an air tight enclosure, or type IC labeled to be maximum
2 cfm at 75 pascals.
Joint seals, gaskets, weatherstrippingi required around all
openings such as doors windows and access panels, and
at all structural joints such as sill plates and roof/wall
joints to limit air leakage. All operable doors and windows
to be made to be tight fitting to limit/omit infiltration in
or out of the building,
Vapor Barriers required at exterior walls, stick framed
rafters, vaulted ceilings, attics less than 12", and roof
space cavities used as duct spacel use well stapled
(maximum 8" o,c, with less than 1/16" gaps) faced
insulation, 4 mil poly vapor barrier with sealed or 66
lapped joints, or low perm rated (1 or less) Interior
paint (show proof),
Crawl Space Vapor Barrieri cover exposed ground with 6
mil black poly or equivalent with 12" overlaps extended
to foundation walls.
INSULATION (heat calculations and wall and ceiling R
values by others) fill open and isolated exterior
cavities with uncompressed insulation (not to be
compressed by mechanicals); used properly stapled
faced batts or separate vapor barrier as described
above, use rigid insulation board behind recessed wall
f ixtures; under floor insulation support by twine, lathe
or other means not relying on batt compression; attic
access cloort insulate, weatherstrip and baffle. concrete
grade slabi insulate 24" perimeter with R-10 rigid foam
board with interior and exterior thermal breakl alternate
basement wall insulationi interior furring for Insulation
batts or protected R-10 rigid foam board or permissablel
supply duct insulation: R-8 in open areaj R-5 in slab;
installed according to WSEC table 4- 15; piping; hot
water, steam heat and recirculating hot water pipes to be
insulated with R-3 according to WSEC table 4-1
R3126 Freeze Protection
No water, soil, or waste pipe shall be installed or permitted
outside of a building or in an exterior wall unless, where
necessary, adequate provision is made to protect such pipe
from freezing. All hot and cold water pipes installed outside
the conditioned space shall be insulated to a min R-4.
R802.3 Framing Details.
At all valleys and hips there shall be a valley or hip rafter
not less than 2 inch (51mm) nominal thickness and not less in
depth than the cut end of the rafter,
R312,2,1 Window Sills,
In dwelling units, where the opening of an operable window
is located more than 72 inches (1829mm) above the finished
grade or surface below, the lowest part of the clear opening
of the window shall be a min of 24 inches (810mm) above the
finished floor of the room In which the window Is located.
Operable sections of windows shall not permit openings that
allow passgae of a 4 inch diameter (102mm) sphere where such
openings are located within 24 inches (610mm) of the finished
f loor.
Exceptions,
1, Window whose openings will not allow a 4 inch diameter
(102mm) sphere to pass through the opening when the
opening is in Its largest opened position.
2. Openings that are provided with window fall prevention
devices that comply with ASTM F 2090.
WSEC R401.3 Certificate
A permanent certificate shall be completed and posted on or
within 3 feet of the electrical panel by the builder or
registered design professional, The certificate sahll list the
R values of the insulation installed in or on ceilling/roof,
walls, foundation, and ducts outside of conditioned spacesi
U-factors and solar heat gain coefficient of glazing) and
the results of required duct testing and building envelope air
leakage tests. The certificate shall list the types and
efficiencies of heating, cooling and service water heating
equipment
2 Story — 2 Car — 42x38.5 — 2597 sf
GENERAL SPECIFICATIONS
ADDRESS SIGNSi prominently displayed In contrasting
color, plainly visible from the street,
SAFETY GLASSi comply with IRC R308, Federal and
State regulations,
SKYLIGHT& double dome, shatter resistant, plastic, type
CC2, with 5" minimum crown or double glazing laminated
saf sty glass; self flashing assembly or provide minimum
curb.
FRAMING DETAIL INSPECTION all holdowns, framing
anchors, and shear wall nailing to be exposed until after
inspection. R314
EGRESS WINDOWSi Per R310.1 maximum 44" fromfloorto
finished sillj net opening minimum5 sf 9 grade,5.7square
feet abvj minimum sash width 20" and minimum sash height
24".
TUB & SHOWEN firestop showers minimum
30" D. with surfaces of 1024 S.I, smooth non-absorbant
wainscot up 70" with water proof gypsum wallboard
backing with no vapor barrier allowed behind at exterior
walli 2.5 gpm shower flow restrictorsi Safety Glass
enclosures,
STAIRSo (perR311.5) risers 7 3/4" maximumi treads 10"
minimum, handrail height between 34" and 38" above
nosing with diameter of 1 1/4" to 2" andends returned to
wall or newel postj 1/2" GW13 on walls and
ceilings under stairsi firestop between
studs and stringersi provide minimum 6' 8" clearance
height from tread nosing to ceiling vertically,
TRUSS DRAWINGSi by truss manufacturere/supplier
Shall conform to the design specs for light metal plate connected
wood trusses as adopted by the Truss Plate Institute (TPI).
All trusses shall be preservative treated DF meeting min
stresses as specified for structural Lumber above.
Shall be designed for the following min. loads:
Coupled w/ A concentrated load of 260 lbs
ENERGY CALCULATIONSi and insulation R values by others
FOOTINGSi exterior footings to extend 18" below grade;
interior crawlspace footings to extend , 8" below grade;
strip all decomposable forming material before backfilling.
GARAGE APPLIANCE& all electrical devices (swithces,
burners, and pilots) minimum 18" above floori appliances
to be UL approved with auto shutoff switch, protection
bollard clucting in to garage to be 26 guage galvinized
(w/no openings) secure HW tank w/2 steel straps top&btm
and set on R-10 insulation board basei extend pressure
relief line from valve to exterior, HW tank to be labeled
1987 NAECA,
HARDWAREi
All finish hardware shall be Schalge or approved equal.
GARAGE FIRE SEPERATION WALL Type �X'
5/8 GW6 protection on all structure common to living
space and all bearing walls - sills, walls, columns, beams,
floor Joists - from foundation to roof sheathing or over
entire ceiling, Type "X" 5/8" GWB on common ceiling with
living space above.
REQUIREMENT& Contractor shall verify all site conditions,
building dimensions, prior to procceding with the work,
Any variations from conditions and dimensions shown on
the derawings shall be reported to the clesinger f or
resolution prior to proceeding with the work. Written
dimensions shall have precedence over scaled dimensions,
FIREPLACEt UL Approved with label displagedj installed
according to manufacturers specificationsj glass doors
installed with tight fit.
OPTIONAL GAS FIREPLACE Must be UL approved with labe'l
displayed. Install per manufacturers specifications and
UMC. Provide tight fit glass doors,
SMOKE DETECTORS Provide smoke detectors per
with 110 volt and battery backup interconnected in each
bedroom and level. Locate near the high point in rooms
with sloped ceilings.
Carbon Monoxide Decfors required outside as sleeping area
per R315
TYPICAL ROOF SHEATHINGi
1/2" CDX Plywood index 32/16, unblocked, w/ face grain
perpendicular to framing below, stagger end joints, Nail as
follows:
Diaphragm Boundary and over
exterior walls and shear walls; 8d 9 6"o,c.
All supported edgesi- 8d Q 5"o,c.
Field: 8d Q 12"o.c.
TYPICAL FLOOR SHEATHINi
3/4" T&G, COX Plywood, index 40/20, unblocked, laid up w/
face grain perpendicular to framing below, stagger end joints,
Nail as follows:
Diaphragm Boundary and over
exterior walls and shear walls: 8d 9 15"o.c.
All supported edges: 8d 9 6"o,c,
Field: 8d 9 10"o.c.
Structural I Grade, conforming to U.S. Product Standard PS I
and shall be pressure treated
FRAMING/SHEATHING LUMBERt
Reid protect all cut surfaces of lumber with preservative which
shall be applied In accordance with manuf.'s recommendations.
Contractor to provide adequate bracing and shoring for all structural
members during all phases of construction,
All structural lumber shall be DF/L, #2 or better and treated In
accordance to Sao R320 IRC 2015.
All new framing members, rafters, Joists, and beams shall be fastened
with 'SImpson' metal connectors or approved equal to provide a continuous
load path from roof to foundation to resist high wind forces,
All finish surfaces shall receive 1 ooat prime and 2 coats finish paint.
Provide 5/8' Ext plywood w/Bldg wrap underlayment behind Ext Siding thruout,
Structural Timber shall be DF/L Species meeting following min grades/stresses
as established by the Western Wood Products Association:
Beam #1
Joists & Rafters #2 TRU CTY
Sl
Studs & Plates Construction THI�-DRAWING HAS BEEN REVIEWED IFOR
S
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELEVANT ooMyENT�-
J0I3#()g,qq DATE-Itz:rAs
REVIEWED V3y- M
UPSTATE ENG!NEERI.GJ
6) 280�7`15 4KNOr8F
VOIDIFSTAMPIN
214-42,f cd
E
LO
Mr -8
REVISIONS
1`1�1
4-
0
U) a) CD
M: -r- N
0 N,
a) 0)
LL
LU
CL OL
C3
';F 4-
L) E0
-J
-J
LQ
4-
LU 0
W 4- L0
W 0 od
IL G)
0 —
= 0 X
CL
M U) I
W -0
W C Of
r 0 <
E
0 -0
00 LLI
LU
Z-1 0
N
W M
N
RESUB
JUL 2 5 2818
BU�IRNOG TM�r
F
Window, Skylight and Door Schedule
Window, Skylight and Door Schedule
Project Information Contact Information
Mletzner Home Builders, ULC Mike Mletzner
244th st Edmonds MIkern@mIetznergroupcom
42' plan 426 212-2491
WidthHeIght
Ref. U-factor QtFeBInFeelnch Area UA
Exempt Swinging Door (24 sq. ft. maxJ 0,30 1 2 86 8 178 633
Exempt Glazed Fenestration (15 sq. ft. rriax,) 0.0 0.00
Vertical Fenestration (Windows and doors)
Component
WidthHeIght
Description
Ref. U-factor
QtFeeInFeelnch Area UA
6040 Ina
030
1 6
4
20.0 6.00
4040 hs
030
2 4
4
32.0 M
4046 he
030
1 4
4 6
18.0 5.40
5040 he
020
1 5
4
20.0 6.00
4060 he
020
1 4
6
20.0 620
4WO Irs
0190
2 4
6
48.0 `1440
6WO he
0190
1 6
6
so.@ 9100
8050 sh
030
2 3
5
80.0 9.00
2020
030
6 2
2
24.0 720
2640
NO
1 2 64
10.0 300
3016
030
2 3
1 6
90 2.70
3080 store
030
1 3
8
24.0 720
6080 sgd
030
1 6
8
48014AO
Sum of Vertical Fenestration Area: 333.0 UA: 9990
Vertical Fene 030
Overhead Glazing (Skylights)
Component WIdthHeIght
Description Ref. U-factor QtFe9lnFe9Inch Area UA
0.0 0.00
Sum of Overhead Glazing Area 0,0 UA: 090
Overhead Glazing Area Weighted: 0.00
Total Sum of Fenestration Area and UA (for heating system sIzIng calculation Area: 350,13 UA: 10523
2 Story - 2 Car - 42x38.5 - 2597 sf
Simple Fbating System Size: Washington State
This heatIng system sizing calculator Is based on the Prescriptive Requirements of the 2015 Washington State Energy Code WSEC)
Contact Information
Mike Mletzner
mlken)@mletznergroupx)om
425 212-2491
Instructions
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ft)
Average Gelling Height
Instructions Average Ceiling Height (ffl
Instructions
Instructions
Attic
Instructions
Single Rafter or Joist Vaulted Ceilings
Instructions
Above Grade Walls (see Figure 1)
Instructions
Floors
Instructions
Below Grade Walls (see Figure 1)
Instructions
Slab Below Grade (see Figure 1)
Instructions
Slab on Grade (see Figure 1)
Instructions
Instructions
Design Temperature Difference RTI 46
?T = Indoor (70 degrees) - Outdoor Design Temp
2,597
Conditioned Volume
85 22075
U-Factor X
Area = UA
M
361 10530
U-Factor X
Area = UA
U-Factor X Area = UA
0.026 1,460 3796
U-Factor X Area
UA
No selection
U-Factor X Area
UA
0256 2,368 132.61
U-Factor X Area UA
OW9 1,460 4234
U-Factor X Area
UA
0.042
F-Factor X Length
UA
0570
F-Factor X Length
UA
OB40
Duct Leakage Coefficient
1.00
Sum of UA 31821
Envelope Heat Load 14,638 Btu Hour
Sum of UA X ?T
Air Leakage Heat Load '10,967 Btu Hour
Volume X 0.6 X ?T X.018
Building Design Heat Load 25,604 Btu / Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load 25)W4 Btu / Hour
Ducts In unconditioned space: Sum of Bullding Heat Loss X 1.10
Ducts In conditioned space: Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 36,846 Btu / Hour
Building and Duct Heat Loss X 1A0 for Forced Air Furnace
Building and Duct Heat Loss X 126 for Heat Pump
Prescriptive Energy Code Compliance -All Climate Zones in Wa
Project Information Contact Information
Mletzner Home Builders, LILC Mike Mletzner
244th St Edmonds mlkem@mletznergroupDom
42' Plan 212-2491
This project will use the requirements of the Prescriptive Path below and Incorporate the
the minimum values listed. In addition, based on the size of the structure, the appropriate
number of additional credits are checked as chosen by the permit applicant.
Authorized Representative --Date
All Climate Zones
RValuea
U-Factora
Fenestration U-Factorb n/a
030
Skylight U-Factor n/a
050
Glazed Fenestration SHGO n1a
n/a
Cellingk 49J
0.026
Wood Frame Wallgmn 21 Int
0M
Mass Wall RValuel 21/211h
01056
Floor 309
01M
Below Grade Wallcm 10/15/21 Int + 0,042
Slabd R_Value & Depth 10, 2 ft n/a
*Table R402.1.1 and Table R402.12 Footnotes Included on Page 2.
Each dwelling unit In a residential building shall comply with sufficient options from Tabi
1. Small Dwelling Unit: '15 credits
Dwelling units less than 1500 square feet In conditioned floor area with less than
2. Medium Dwelling Unit: 35 credits
All dwelling units that are not Included In #1 or #3. Exceptioni Dwelling units ser
3. Large Dwelling Unit: 4.5 credits
Dwelling units Exceeding 5M square feet of conditioned floor area,
4. Additions less than 5W square feet: 5 credits
Table R4082 Summary
Option Description CredIt[s)
la Efficient Building Envelope is 05
lb Efficient Building Envelope lb 'IJO
1c Efficient Building Envelope ic 2.0
Id Efficient Building Envelope Ild 05
2a Air Leakage Control and Efficient Van 06
2b Air Leakage Control and Efficient Van 1.0
2c Air Leakage Control and Efficient Ven 15
3a High Efficiency HVAC Sa 1.0 1.0
3b High Efficiency HVAC 8b 1.0
So High Efficiency HVAC 3c 15
Scl High Efficiency HVAC 3d '110
4 High Efficiency HVAC Distribution Sys 1.0 1.0
5a Efficient Water Heating 5a 05 05
5b Efficient Water Heating 6b 110 1.0
5c Efficient Water Heating 6c 15
5d Efficient Water Heating 5d 05-
6 Renewable Electric Energy 05 - *1200 kwh 0.0
Total Credits 350
*Please refer to Table R4062 for complete option descriptions
Table R402.1.1 Footnotes
For SI: I foot � 304B mm, cl x continuous Insulation, Int � In
WSEC 2015 Energy Code Compliance Sect. R401
Glazing Is less than 25% of conditioned floor area
Zone 5 climate zone
Prescriptive Option `I: Windows U30, Walls R-21; Ceiling R-49, Floor R-30, Slab 10/16/21+TB per Table R402.1.1
Provide depth markers for blown attic Insulation
Windows will be U 20 or better. Overhead glazing; U 50. Doors: U20
Ducts outside of conditioned space will be sealed and tested to PS-33 per Ro
Ducts In conditioned space will be Insulated to R30, or as close as possible
81/. total, 61/. to exterior or less
Ducts tested per R4033
A continuous air barrier shall be Installed on the bldg envelope, sealllng all gaps.
Corners and Headers shall be Insulated
Seal Garage walls to conditioned space, recessed lights, envelope jambs, knee walls, top plates and sills,
Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/gasketed doors).
A 5-2 day proprammable thermostat will be provided for primary HVAC system per R403,11 - all other adjustable
ENERGY CREDITS
3a - Gas Furnace - 94% efficiency - Max 35,846 BTU - 1 energy credit
4 - Furnaoe/ducts Inside conditioned space - I Energy credit
5a - flow restrictions 1.75/1 gpm - 5 energy credit
6b - Tankless Gas HW will be provided with min ER 74% rating for 1 energy credit
Vapor Retarder for Bldg Envelope per R702,7 - class I or 11 unless exceptions met
Lighting: 76% of all Interior lighting will be High Efficiency bulbs per R404,1
Ext Lighting will all be High Efficiency per IRC
All Rourescent tubes will be R8 if' diameter) per IRC
Energy Code Compliance Certificate posted per R4013 @ Furnace, In Utility rm, or other approved location
No wall stacks will be contained In any exterior wall cavities
All return air will be ducted (no joist bays)
Blower door test Is manditory per 2015 WSEC to <= 5 ACH @ 2 In pressure (50 Pascals) w/sIgned report
Water Supply piping shall be Insulated to min R-3
Exhaust openings must be & away from all openings.
Max equivalent length of Dryer vent Is 35' (excluding vert transitions)(reductloris for 45d and 90d elbows)
Ventilation: 160 cfm @ 50% run time per NM50733 located upstairs Hall Bath
E
REVISIONS
0
+- P"
a) -
a)
CD a)
L)
w
C6
0 4-
_J En
_J
co
Ln M
+- 0)
W o
W a)
EL a)
0 -
= 0 X
EL (_ N
EL CY)
in i
Lu _0
C W
0 <
F- E 0
0 -0
Co W 04
W +-
W 60
N -C 0
I-- F-
W
RESUB
JUL 2 5 2olS
8'6'rr"'o DgPARTMSNT
n' OF EDMOND
Window, Skylight and Door Schedule I Simple Heating System Size: Washington State I Prescriptive Energy Code Compliance -All Climate Zones in Wa
Window, Skylight and Door Schedule
Project Information Contact Information
Mletzner Horne Builders, LLC Mike Mletzner
244th st Edmonds Mlkern@mletznergroupcom
42' plan 425 212-2491
WidthHeIght
Ref, U-factor QtFeeInFeeInch Area UA
Exempt Swinging Door (24 sq. ft, maxJ 020 1 2 88 8 178 6,33
Exempt Glazed Fenestration (16 sq, ft. max) 0.0 0,00
Vertical Fenestration (Windows and doors)
Component
WIdthHeIght
Description
Ref. U-factor QtFeeInFeeinch Area UA
5040 he
M
1 6
4
20.0 6.00
4040 hs
020
2 4
4
322 9.60
4046 he
020
1 4
4 6
182 5A@
5040 he
020
1 5
4
200 6.00
4050 he
020
1 4
6
20.0 6.00
4060 he
020
2 4
6
48.014AO
50M he
020
1 5
6
30.0 920
3050 sh
020
2 3
5
3010 9.00
2020
030
6 2
2
24.0 720
2640
0.30
1 2 64
`102 3J00
3016
0130
2 8
1 6
9.0 2.70
SOBO store
0.30
1 3
8
24.0 720
6080 egd
0,30
1 6
8
48.014AO
Sum of Vertical Fenestration Area: 333.0 UA: 99.90
Vertical Fens 020
Overhead Glazing (Skylights)
Component WIdthHeIght
Description Ref. U-factor QtFeelnFeeInch Area UA
00 090
Sum of Overhead Glazing Area 0.0 UA: 020
Overhead Glazing Area Weighted: 0.00
Total Sum of Fenestration Area and UA (for heating system sizing calculation Area: 350B UA: 10523
ThIs heating system sizing calculator Is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC)
Contact Information
Mike Mletzrier
mikem(amletznergroupzom
425 212-2491
Instructions Design Temperature Difference PT) 46
?T = Indoor 70 degrees) - Outdoor Design Temp
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ft) 2,697
Average CellIng Height
Oori�ltloned Volume
Instructions Average Calling Height (ft) 22,075
U.-Factor X Area = LIA
Instructions
020, 351 10520
LI-Factor X Area - UA
Instructions
Attic
/"U-Factor X Area UA,
Instructions
0226 1,460 87.96
Single Rafter or Joist Vaulted Ceilings UFactor X Area UA
Instructions
No selection
Above Grade Walls (see Figure 1)
U�Factor X Area UA
Instructions
0,056 2,W
Floors
U-Factor X Area UA
Instructions
0229 363 11.11
Below Grade Walls (see Rguro 1)
U-Feotor X Area UA
Instructions
M2
Slab Below Grade isee Figure i)
F-Factor X Length UA
Instructions
0570
Slab on Grade (see Flgure,�)
F-Factor X Length UA
Instructions
0540 157 84.78
InstrucUons
Duct Leakage Coefficient
1W
Sum of UA 371.75
Envelope Heat Load 17,101 Btu / Hour
Sum of UA X ?T
Air Leakage Heat Load 10987 Btu / Flour
Volume X OB X ?T X 018
Building Design Heat Load 28087 Btu / Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load 28,067 Btu / Hour
Ducts in unconditioned space: Sum of Building Heat Loss X 110
Ducts In conditioned space: Sum of Building Heat Loss X I
Maximum Heat Equipment Output 39294 Btu / Flour
Building and Duct Fleat Loss X 1A0 for Forced Air Furnace
Building and Duct Heat Loss X 125 for Heat Pump
2 Story - 2 Car - 42x38.5 - 2597 sf - Lots 2 4 9 11
Project Information Contact Information
Mletznar Home Builders, LLC I Mike Mletzner
244th St Edmonds mlkem@mletznergroup.com
42' Plan 425 212,2491
This project will use the requl relments of.ihe Prescriptive Path below and Incorporate the
the minimum values listed. In addition, be* on the size of the structure, the appropriate
number of additional credits ere checked as chosen by the permit applicant,
Authorized Representative ----Date
All Climate Zones
R-Valuea U-Faclroha
Fenestration U-Factorlo n/a 0130-
Skylight U-Factor n/a 0B.6 � 'z.
Glazed Fenestration SHOD n/a n/a
CeIIIngk 49J 0.026
Wood Frame Wallg,mn 21 Int O.Wo
Mass Wall R_Valuel 21/21h 0.056
Floor 309 0.029
Below Grade Wallcm 10/15/21 Int + 0.042
Slabd R-Value & Depth 10, 2 ft n/a
*Table R402.1.1 and Table R402,1,9 Footnotes Included on Page 2.
Each dwelling unit In a residential building shall comply with sufficient options from Tabl
1. Small Dwelling Unit: 15 credits
Dwelling units less than 1600 square feet in conditioned floor area with less than
2, Medium Dwelling Unit� 85 credits
All dwelling units that are not Included In #`1 or #3. Exception: Dwelling units ser
3. Large Dwelling Unit: 45 credits
Dwelling units exceeding 5WO square feet of oonditoned floor area.
4. Additions less than 500 square feet: 5 credits
Table R4062 Summary
Option Description Credlt(s)
la Efficient Building Envelope Is 05
1b Efficient Building Envelope lb 10
1c Efficient Building Envelope 1c 2.0
Id Efficient Building Envelope ld 05
2a Air Leakage Control and Efficient Van 05
2b Air Leakage Control and Efficient Van 1.0
2c Air Leakage Control and Efficient Von 1B
Sa High Efficiency HVAC Sa 110
3b High Efficiency HVAC,9b 1.0
3c High Efficiency HVAC So 1.5
Sd High Efficiency WAD 3d 1.0
4 High Efficiency HVAC Distribution Sys 1.0
6a Efficient Water Heating 5a 05-.
5b Efficient Water Heating 54 1.0
6c Efficient Water Heating 5o Is
5d Efficient Water Heating 5d 05
8 Renewable Electric Energy 05 *1200 kwh
Total Credits 350
*Please refer to Table R4082 for complete option descriptions
Table R402.1.1 Footnotes
For Sh 1 foot � 3048 mm, cl � continuous Insulatlon,-Int.= In
1.0
10
05
1.0
REVISED PLAN APPR
00 CITY OF EDM ONDS BUILDING
PLANS EXANINER X�_
DATE '012AICl -
WSEC 2015 Energy Code Compliance Sect- R401
Glazing Is less than 25% of conditioned floor area
Zone 5 climate zone
Prescriptive Option 1: Windows U,30, Walls R-21; CellIng R-49, Floor R-80, Slab 10/15/21+TB per Table R402.1.1
Provide depth markers for blown attic Insulation
Windows will be U 30 or better, Overhead glazing: U 50. Doors: U20
Ducts outside of conditioned space will be sealed and tasted to FIS33 per IRC
Ducts In conditioned space will be Insulated to R-30, or as close as possible
8% total, 6% to exterior or less
Ducts tested per R4032
A continuous air barrier shall be Installed on the bIdg envelope, seallIng all gaps,
Comers and Headers shall be Insulated
Seal Garage walls to conditioned space, recessed lights, envelope jambs, knee walls, top plates and sills.
Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/gasketed doors).
A 6-2 day proprammable thermostat will be provided for primary HVAC system per R403.1.1 - all other adjustable
ENERGY CREDITS
3a - Gas Furnace - 94% efficiency - Max 39294 BTU - 1 energy credit
4 - Fumace/ducts Inside concitloneds
,paqq_I-energy credit
5a - flow restrictions 1,75/1 gpm - 5 energy credit
5b - Tankless Gas HW will be provided with min EF: 74% rating for 1 energy credit
Vapor Retarder for Bldg Envelope per 13702,7 - class I or 11 unless exceptions met
Lighting: 75% of all Interior lighting will be High Efficiency bulbs per R404.1
Ext Lighting will all be High Efficiency per IRC
All Flourescent tubes will be R-8 W diameter) per IRC
Energy Code Compliance Certificate posted per R4012 @ Furnace, In Utility rm, or other approved location
No wall stacks will be contained In any exterior wall cavities
All return air will be ducted (no Joist bays)
Blower door test Is manditory per 2015 WSEC to <= 5 ACH @ 2 In pressure (50 Pascals) w/sIgned report
Water Supply piping shall be Insulated to min R-S
Exhaust openings must be S' away from all openings.
Max equivalent length of Dryer vent Is 36 (excluding -yert transltlons)(reductlons for 45d and 90d elbows)
Ventilation: '150 cfm @ 50% run time per M1507,93 located upstairs Hall Bath L19FEWR 8_1 AQF1
MAR 13 200
g"
ID
FL
E
REVISIONS
4-
0
4-
(D
a)
U)
b CY)
Q_
-0
0
_J
Cq
OD
co
4- Or)
ILLI 0
4-
LU o)
0
n' 0 X
0-- L. (N
CL co
U)
= U)
Lu _0
0
E C)
0 -0
00 LU C14
0-1 4-
Lu U)
71 n,
N -c 0
LLJ U)
04