BLD2017-1337—Ift
111111111
08 �oT
O,F E
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
i C. I PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 12/31t2018 Permit#: BLD20171337
Expiration Date: 12/31/2041- Project Address: 8609 244TH ST SW #4, EDMONDS
�() )eD
Parcel No: WAITING FOR PARCEL
PROPFRTN'OWNFR APPLWANT CONTRACTOR
MIETZNER BROTHERS PROPERTIES, LLC MIETZNER BROTHERS PROPERTIES, MIETZNER BROTHERS PROPERTIES, LLC
C/O KENNETH J & AUDREY G DARWIN LLC C/O KENNETH J & AUDREY G DARWIN
11611 AIRPORT RD SUITE B- I CIO KENNETH J & AUDREY G DARWIN 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) 212-2490 (425) 212-2490
LICENSE #: MIETZBP878CJ EXP:02/11/2019
1110
NEW SFR, MECHANICAL AND PLUMBING INCLUDED
VALUATION: $311,085
PERMIT TYPE: Residential
PERMIT GROUP: 64 - Single Family Residence New
GRADING. N CYDS: 0
TYPE OF CONSTRUCTION: VB
RETAINING WALL ROCKERY:
OCCUPANT GROUP: R3/U
OCCUPANT LOAD:
FENCE: 0 X 0 FT.)
CODE: 2015
OT14ER ------- OTHER DESC
lZONE: RM-2-4
NUMBER OF STORIES: 2
1 VESTED DATE -
NUMBER OF DWELLING UNIT & I
ILOT 4-
EUSTING ARFA
BASEMhNI U I ST FLOOR 0 2ND FLOOR 0
PROPOSI'DARFA
MTgE—M—ENT 0 1 ST FLOOR: 1137 2ND FLOOR 1460
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
T3RD FLOOR: 0 GARAGE: 383 DECK: 72 OTHER:
BEDROOMS: 0 BATHROOMS: 0
1 BEDROOM& 5 BATHROOMS: 3
FRONT S ETBACK SIDESETBACK REARSETBACK
REQUIRED: 15' PROPOSED: — QUIF-ED: 10'W PROPOSED- 12'W IREQUIRED 15' PROPOSED
HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: 10' PROPOSED
SETBACK NOTES:
I A GREE TO COMPLY WITH CITY A ND STA TE LAWS REGULATING CONSTRUCTION A ND I N DO ING THE WORK A UTHORIZ ED THEREBY, NO
PERSON VALL BE EMPLOY ED IN V IOLATION OF THE LA BOR CODE OF THE STATE OF WA S H INGTON R ELA TING TO WORKMEN'S COMPENSA TION
INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HOMER DEPIJTY AND ALL FEES ARE PAID.
P10117-21'111FJI -
111110 051W
VA 11 1 111111 1
Print Narne Date
Released By
Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECT70N HAS BEEN MADE AND APPROVAL OR A CERTIFICATF OF
OCCUPANCY HAS BEEN GRANTED. UBCI 09/ IBCI 10/ IRCI 10.
E-1 FIRE = APPUCANT = ASSESSOR 1�1 CrUy
Aw�
STATUS: ISSUED BLD20171337
CONDITIONS
• 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 the job card for all required City inspections including final project approval and final
occupancy inspections.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall 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 cornply 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
of city code or state law does not approve any items not to code specification.
Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites /activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deerried to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
I INS PECTIONS
THIS PERMIT AUTHORIZES 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, EFC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00.005(A) (6)
TO SCHEDULE INS PECTIONS
I BUILDING I I ENGINEERING (425) 771-0220 EXT. 1326 _]
1. Go to:: www.edmondswa.gov Building Department Inspections
2. Then: Services are now scheduled online. If you FIRE (425) 775-7720
3. Then: Perm its/Development ha\e difficulties, please call the
4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235
5: If you don't ha\e one already, create a assistance during office hours.
login (upper right hand comer) (425) 771-0220 RECYCLING (425) 275-4801
6: Schedule your inspection I
When calling for an inspection please lea\e the following 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 Footings/Piers
• B-First Floor Framing
• B-Plumb Rough In
• B-Gas Test/Pipe
• B-Mechanical Rough In
• B-Exterior Wall Sheathing
• B-Roof Sheathing
• B-Window Flashing
• B-ShearNailing
• 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
• EStonn Connect to Stub
• E-Water Service Line
• B-Driveway Form & Slope Ver.
• FEngineering Final
• B-Other
A� V . N
cP-0 1-7 13,? 7
DEVELOPMENT SERVICES
RESIDENTIAL BUILDING PERMIT
APPLICATION
121 5'h Avenue N, Edmonds, WA 98020
City of Edmonds Phone 425.771.0220 2 Fax 425.771.0221
PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLISTFOR SUBMITTAL REQUIREMENTS
ree,ge
PROJECT ADDRESS (St t S it 4 City State, Zip):
vr-z !Wfi90119�N
Parcel
01163M3100J0210
Subdivision/Lot 4:
Project Valuation: $
APPLICANT:
M(e74W V.20MS Pt#W�41; 1-t-C-
Phone:
q7.5��zj-z zqT()
Fax:
q75 1z1z z Z_ Y3
AdJr (Str et City State, ip : 4p4o M
P3-1
E-Mail Addre :
M; 'm 601 -1 to V-P - Iml -
mi-dror
PROPERTY OWNER:
Phone:
ax�
Address (Street, City, State, Zip):
E-Mail Address:
LENDING AGENCY: N /7k
Phone: 7
a I x::
Address (Street, City, State, Zip):
E-Mail Address:
CONTRACTOR:* 15 Am 9�_
Phone:
Fax:
Address (Street, City, State, Zip):
E-Mail Address:
*Contractor inust have a valid City ofEdinonds business license prior to
doing work in the City. Contact the City Clerk's Office at 425.775.2525
WA State L cense_#/Exp. Date:
IFW'!�T<6CT
City Business License #/Exp. Date:
12ZI_ - 1 7 _3 1
DETAIL THE SCOPE OF WORK:
PROPOSED NEW SQUARE FOOTAGE
FOR THIS PROJECT:
Basement: IJ/h sq. ft.
Select Basement Type: Finished L_J Unfinished
I't Floor: 1
:547 q. ft.'
Garage/Carport: __73_� sq. ft.
2 "d Floor:
I i-149 () sq. ft.
Deck/Cvrd Porch/Patio: Z_ sq. ft.
Bedroorns# 6- Full-3/4 Bath# 3 Half -Bath #
Other: sq. ft.
Fire Sprinklers: YesEl No DS
Retaining Wall: Yes No N
I
Grading: Cut __cu. yds. Fill cu.yds.
Cut/Fill in Critical Area: Yes No
I declare under penalty ofperjury laws that the information I have provided on thisforiWapplication is true, 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.
PrintName: M'Ye, (n,,t1t'7-AJ Owner 1% Ag'ent/OtherE] (specify):
Signature: Date:
FORM A L\Building New Folder 2010TONE & x-ferred to L-Building-New drive\Form A2014.doex Updated: 1/17/2014
r , . %
()'V ED4110
10
St.
City of Edmonds
Equipment Type
DEVELOPMENT SERVICES
RESIDENTIAL BUILDING PERNUT
APPLICATION FORM A
121 5th Avenue N, Edmonds, WA 98020
Phone 425.771.0220 2 Fax 425.771.0221
MECHANICAL
Appliance/Equipment Information (new and relocated)
Total #
Furnace
Gas #-LElec #—Other:— #— BTUs: <100k— >100k— Location(s)2"T 0, Al
Air Handier / VAV
(circle selected)
Gas # Elec # Other: # CFM: <10k >10k Location(s)
AC / Compressor
Boiler / Heat Pump
Roof Top Unit
(circle selected)
Gas #—Elec #—Other:— #— BTUs:—<100k _100k-5001i, ______j00k-1Mi1
HP: <3,_3-15,_15-30 Location(s)
Hydronic Heating
Gas #—Elec #—In-Floor—Wall Radiant— Boiler BTUs: Location
Exhaust Fans (single
duct)
Bath #aKitchen H-A—L'undry # A —Other: #
Fireplace
Gas #f Elec #_Other: # Location(s) Cif'e.4A F-0tW1 - 1 5-kFIA19f
Dryer Duct
Appliance Type
FUEL GAS
Appliance[Equipment Information (new and relocated)
Total #
AC Unit
BTUs: Location(s):
Furnace
fA
BTUs: -2, GVQ Location(s): 2-W rhv/' m d6?5ef-
Water Heater VQ\
BT Us: Location(s): 'TA446-53 ;AJ &ae
Boiler
BTUs: Location(s):
Other:
BTU[s: Location(s):
Fireplace/Insert
BTUs: 0610W -Location(s): &7rAd 94Vrn - I P710'oj,
Stove/Range/Oven
Dryer
V
Outdoor BBQ
TOTAL OUTLETS
PLUMBING FIXTURE COUNT
Fixture Type (new and relocated) Total # Fixture Type (new and relocated)
Total #
Water Closet (Toilet)
'3
Pressure Reduction Valve/Pressure Regulator
Sink (kitchen, laundry, lavatory, bar, eye wash, etc.)
i
Water Service Line
Tub/Shower
Drinking Fountain
Dishwasher
Clothes Washer
Hose Bib
Backflow Prevention Device (.g. RBPA, DODA, AVB)
Water Heater Tankless? Yes
5Q
NoEj
Hydronic Heat in: FloorE] Wall D
49"
Floor Drain/Floor Sink
Other:
Refrigerator water supply (for water/ice dispenser)
Other:
FORM A LABuilding New Folder 2010\DONE & x-ferred to L-Building-New driveTonn A2014.doex Updated: 1/17/2014
M,ietzner Brothers Properties, LLC
244 th St Project, Edmonds — 11 Lots
Revised: 3/7/2019
To whom it may concern
N) [ -,-
WE
MAR 13 2019
L
The following changes have been made to all plan sets for all lots in the 244 th St project to implement
slab on grade first floor instead of crawl space:
A2: Slab on Grade plan implemented; Detail 6/A2 altered; Detail 5/A2 removed; Detail IO/A2 added
AI Section A updated to slab on grade
A5: Type 2 Story Section updated to slab on grade
WSEC: Energy Calcs updated to slab on grade with new max BTUH
Thank you
Doug Williams
Designer
425 530-1042
dougwilliams444@gmail.com
HEIGHT CALCS
A = 458.12
8 = 458.31
C = 459.20
D = 458.70
AVERAGE GRADE = 458.58
MAXIMUM = 488.58
PROPOSED PEAK = 486.98
PARENT LOT COVERAGE.
MAX=39,012 x 45=17,555
ACTUAL - 15,224 / 397.
PARENT LOT IMPERVIOUS SURFACE
EX. 28,895 SF / 39,012 SF = 74. 17.
PROPOSED: 28,958 SF / 39,012 SF 74.2%
LOT 4 1 TOTAL IMPERVIOUS
1 2,045 SF
PROPOSED
WA TER METER
8-- A Q,
10. 0' SHARED
UTILITY
E4SEMENT
PROPOSED
UTILITY
TRENCH
H- 0 u 105
OCT 0 5 2018
8U=9G DEPARTMENT
CITY OF EIrMONDS
10.0,
BSBL
IL=l
LOT41
2,733 SF
LQ
01 CL
8
24.0'
GARAGE
c)
91
19.0,
PROPOSED -J
SEWER
STUB PROPOSED-1 PROPOSED -
SEWER LINE WA TER
MAIN
ENGINEERING DIVISM
D AS N07
19
I �E lkh (91717) to
(T.' PLMINING
SW 114, SEC. 31, T 27 X, R.04 E., W.M.
244TH ST
Zone Lill., - Z-.—t CornerjLFlag_q_
DESIGNED BY. DATE
I SCALE: j
JOB NO.:
Setbu�s ht.qLired Actual
Front
j-5 -- — -
JRC 09-
16-0800
LOT #4 EXHIBIT
Sides Q N
Rear
05
Other
mp
SCALE: 1 20'
APPLICAATIOWNER
INSIGHT ENGINEERING CO.
0 10 20
MIE77NEI? BR07HERS PROPER71ES, LLC
P.O. BOX - 1478
EVERETT, WA 98206
11611 AIRPORT ROAD, SUITE B-1
(425) 303-9363 (425) 303-9362 FAX
EVERETT, WA 98204
INFO@INSIGHTENGINEERING.NET
BL0c)0/7/3,37
UPSTATE
engineering
PO BOX 952 LYN"ANCOD, VYA 9801.6
"?Q6) ?80-4715 F. �'?0b) 83L.-6?6
SERVICES@UPST8.COM
STRUCTURAL CALCULATIONS
RECEIVF,,,r-
SEP 28
DEVELOPMENT SERVwr-
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 2, 4, 9 AND I I
5/Z.01-4
JOB # 0809
Andrew M. Gahan, PE
9/6/2017
t I f �
244th St SW - Google Maps
(-';c -12maps 244thStSW
47.777654,-122 354783
244th St SW
Edmonds, WA
United States 1000 ft
9/6/2017 Design Maps Summary Report
NUM Design Maps Summary Report
M
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 Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
Lynnwgod
E drn on d�*
MountlakeTe�,trace*
Bothell
Indianola *Shoreline
3 Suquarnih
4.05
R edrnand
USGS—Provided Output
Ss = 1.260 g S,, = 1.260 g S,, = 0.840 g
S, = 0.493 g S,, = 0.743 g Sol = 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.
WHEP R e su ty is c S:; ec t, j m
M
Des q-i Resocrise Sm:c-tv j,n
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 (psq
15
10
1 10
10
1603.1.4 Wind Design Criteria [3541_
1. Nominal/Ultimate Wind Speed VasdIvult 85/110 mph F 1609 3(3) [3721
2. Risk Category 1.00 A SCE 7 T 6- 11771
3. Wind Exposure Category *11391 1609.4[3731
4. Internal Pressure Coefficient +/-55 A SCE 7 F 26.11- 1 [2581
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
le
1.00
A SCE 7 T 1. 5-2 [5]
Ss
1.26
USGS Selsinic Design Map Online
S,
0.493
USGS Seismic Design Map Online
D
ASCE 7 T20.3-1[204]
SDS
0.84
EQ 16-39[3871
SD1
0.50
EQ 16-40[3871
D
T1613.3.5(l) and (2) [3981
A.15.
ASCE 7 T 12.2-1[731
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 [891
A SCE 7 T 12.2-11731
ASCE 7 T 12.6-1[881
A SCE 7 T 11. 6-2 [691
Version 7.0 Pg 0.1
Wind Desi2n (MWFRS - Simplifled Envelove Procedure) IBC 2015
Part 2 Wind Load Method ASCE 7 28.1.1 (2) [297
Nominal/Ultimate Wind Speed 85/ 110
Wind Exposure Category B
Height & Exposure Adjustment I = 1.00
Topographic Factor Kzt = 1.00
Wind Pressures ASCE 7 28.6.3 [3027
ps = I K, PS30
mph 1609.3 [373], F1609.3(3) [372J
1609.4 [373]
ASCE 7 F 28.6-1 [304]
ASCE 7 F 26.8-1 [2521
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, (k)(PS30) ASCE 7 f2L&-] 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
E07
GOH
I
23.32
14.18
17.34
6.44
-6.82
-14.13
-5.10
-11.57
-16.05
-14,40
2
6.76
4.63
5.38
3.69
-0.22
-7.46
1.50
-4.94
-2 38
-2 72
Horizontal Zones Areas & Forces. Fx ASCE 7 F 28.6-1[303
End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal
dimension (l.h.d.) or 0.4h, but not less than either 4 percent of lhd or 3 feet.
D
FX= P SX'X
-x = A
Diaphraam (x = 2)
I.h.d. (fl) = 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
F,� 7038
Fxi-nin= 5610
Front to Rear
A
B
C
D
124
0
271+
0
F, 7590
Fxmin = 3950
Side to Side
A
B
C
D
75
51
228
36
F,, 6657
F..in
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, & Minimum Desi2n Lateral Force
Risk Category
11
ASCE 7 T 6-1 [77]
Seismic Importance Factor
IE
1.00
ASCE 7 T.1.5-2 [5j
Seismic Design Category
D
T]613.3.5(l) and (2) [398]
Site Class
D
ASCE 7 T 20.3-1 [204]
Short Period Acceleration
Ss
1.26
F1613.3.1(1) [388-91
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 [73]
Desien Spectral Response Acceleration Parameters
Site Coeffiecient, Fa 1.0 T]673.3.3(l) [387]
Site Coeffiecient, Fv 1.6 T]613.3.3(2) [387]
Substitute equations 16-37 & 16-38 into 1.6-39 & 16-40 respectively,
2
S DS` — . F a's S SDS = 0.84 EQ 16-39 [387]
3
2
S D1 =— . F V's I SDI = 0.50 EQ 16-40 [387J
3
Simplifled analysis, Seismic base shear ASCE 7 12.14.8 [1087
V = (F SDs/R) W Where: F= 1. 1 for (2)-story ASCE 7 EQ 12.14-11 [1081
Vertical Distribution, Forces at each level ASCE 7 12.14.8 [1087
F,, = (w,,/W) V Fx = 0.142 xw,, ASCE 7 EQ 12.14-12 [1091
F.ffpvtivp epicmip waiaht 9, 1RAVOOC tihe) at I oval -
Diaphragm (x 2)
F, = 4618
roof area (ft)
oor area (fe)
story height (ft)
wall lengtb (ft)
WX
1712
0'
8.1
168
weight (Ibs)
25680
0
6804
3248A4
Diaphragm (x
F,, = 4346
roof area (A)
floor area (ft2 )
I story height (ft)
wall length (ft)
WX
150
1459 T_
9
154
weight (Ibs)
2250
14590
1 6930
30574
Version 7.0 Pg 2.1
Allowable Stress Desian 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 ver Alternative Basic Load Combinations 1605.3.2 [3597
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 o) 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 + EMA , substitute ASCE 7 EQ 12.14-5 for E
0.9 D P Q E — 0.2 S DS D simplify & arrange variables
1.4
0.9 - 0.14 S DS; D 1- P Q E
1.4
Where QE equals F,, of the respective diaphragm.
2301,2 [473]
2305.1 [4881
1605.1 [3571
1605.3.2 [359]
1605.1 [3571
ASCE 7 12.14.3.1.3 (7), EQ 12.14-5 [104]
Principle of Mechanics
Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist,
Wind Desiun Loads. IJ Fx
For Kzt 1.00
Front to Rear
Side to Side
Diaphragm
Force Obs)
Force Obs)
x = 2
5490
5192
x = 1
5920
5196
Seismic Design Loads, (p/1.4) F,
p = 1.3
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 Desin Loads For Wood - cont.
Sum the moments about the base of a shearwall, overturning shall resist,
2 W
(v-w)-h - D.— + P-wl� for wind
3 2
' ! W
(v-w)-h - '0.9 -0.14 S DS� D-- t P-W. 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
VD(x+]) [Ibs] Wind Seis
VD(x)(lbsi 2744.96 2143.94
VT(x) [lbs] 2744.96 2143.94==EENEMMMM�
L 34.50 34.50
n 80 62
2015 SDP$A'S SEISMIC MAN
TMAX(x) [Ibs]
MMNWEN====�
MMENNEMMMM�
mmmmmmmmmm�
Wind Seis
VD(x+i)[1bs]
%
VD(x)[lbs]
VT(x)[lbs]
L
n
2015SDI-WS SEISMICMAX
TMAX(x)[lbs)
Wind Seis,mmmmmmmmmm
VD(x+])[lbs]
%
VD(x)[lbs] 2744.96 2143.94
VT(x)[lbs) 2744.96 2143.94�=MBWEEMMMM�
L 21.00 21.00
n 131 102
2015 SDPWS SFISMICMAX 118
TMAX(x) [lbs] 505 183
mmmmmmmmmm�
mmwmmmmmm�
MMMMMNMMMM�
mmmmmmmmmm�
MMWMMEMMMM�
mm
Emmm
m�
Wind Seis
VD(x+1)[1bsj
%
VD(x)[lbs]
VT(x)[lbs]
L
n
2015 SDPWS SEISMIC MAX
TMAX(x)[lbs]_
Mmmmmmmmmm�
mmmmmmmmmm�
Version 7.0 Pg 4.1
Wall Line
Level
(X)
0�1
Segment
Tributary loads
Wind
Seismic
Width
Height
wr
wra
wf
wfa
T(x)
T(x+l)
T(x)
T(x+l)
Seis max
1
F-R
Wind Seis
VD(x+l) [lbs] 2744.96 2143.94
% 24% 24%
VD(x) [lbs] 1420.81 968.584
VT(x) [lbs] 4165.77 3112.53
L 33.50 33.50
n 124 93
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibs] 546 169
10.00
9
546
169
23.50
9
139
-305
2
1
1 F-R
Wind Seis
VD(x+1) [Ibs]
% 0%
VD(x) [Ibs] 2960.02 2017.88
VT(x) [lbs] 2960.02 2017.88
L 15.00 15.00
n 197 135
2015 SDPNN'S SEISMIC MAX
TMAX(x) [lbs] 721
15.00
9
2
4
721
-18
3 1
1 1
F-R
Wind Seis
VD(x+l) [lbs] 2744.96 2143.94
% [77276/,, 1 26%
VD(x) [lbs) 1539.21 1049.3
VT(x) [lbs] 4284.17 3193.24
L 34.50 34.50
n 124 93
2015 SDPWS SEISMIC MAX
TMAX(x) [lbs] 311
34.50
9
3LI_
505
1 -511
183
4
1
F-R
Wind Seis
VD(x+l) [Ibs]
%
VD(x) [Ibs]
VT(x) [Ibs]
L
n
2015 SDPA'S SEISMIC MAX
TMAX(x) [Ibs]
Version 7.0 Pg 4.2
Wall Line
Level
(x)
Segment
Tributary loads
Wind
Seismic
[tPO#STS
Height
wr
wra
wf
wfa
T(x)
T(x+l)
T(x)
T(x+l)
Seis max
A 1
2
S-S
Wind Seis
VD(x+1) [Ibs]
% 50% 50%
VD(x) [Ibs] 2596.19 2143.94
VT(x) [Ibs] 2596.19 2143.94
L 16.58 16.58
n 157 129
2015 SDPN17S SEISMIC MAX 175
TMAX(x) Pbs] 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
5
1
729
419
168
4.33
8.1
1211
7
479
129
B
r 2
S-S
Wind Seis
VD(x+l) [Ibs]
%
VD(x) [Ibs]
VT(x) [Ibs]
L
n
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibs]
F
--T-s-s
2
Wind Seis
VD(x+1) [Ibs]
% 50% 1 50%
VD(x) [Ibs] 2596.19 2143.94
VT(x) [Ibs] 2596.19 2143.94
L 24.75 24.75
17 105 87
2015 SDPWS SETSMIC MAX 88
TMAX(x) [Ibs] 98
7.00
8A
17
2
1
-239
-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 SEISMTC MAX
TMAX(x) [Ibs]
Version 7.0 Page5-1
Wall Line
Level
(x)
01�1
Segment
Tributary loads
Wind
Seismic
[Width
lHeight
wr
wra
wf
wfa
T(x)
T(x+ I)
T(x)
T(x+l)
Seis max
A
I
I S-S
Wind Seis
VD(x+l) [lbs] 2596.19 2143.94
% 30% 1 30%
VD(x) [lbs) 1558.82 1210.73
VT(x) [lbs] 4155.01 3354.67
L 9.25 9.25
n 449 363
2015 SDPVVS 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
B
1
1 S-S
Wind Seis
VD(x+]) [Ibs]
% 45% 1 45%
VD(x) [Ibs] 2338.23 1816.1
VT(x) [lbs] 2338.23 1816.1
L 17.50 17.50
n 134 104
2015 SDPWS ' EISMIC MAX
TMAX(x) (lbs] 404 4
17.50
9
404
4
C
F 1,
S-S
Wind Seis
VD(x+]) [Ibs] 2596.19 2143.94
% 25% 25%
VD(x) [Ibs) 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
161
380
7.67
9
2100
98
1442
3.67
9
2220
98
1582
276
D
S-S
Wind Seis
VD(x+]) [Ibs]
%
VD(x) [Ibs)
VT(x) [Ibs]
L
n
2015 SDPwS SEISMIC MAX
TMAX(x) [Ibs]
Version 7.0 Page5.2
Shear wall Summary
Sheeting Reqm'ts Shear Transfer
Wind I Scis Max Wind I Seismic
I - 2nd
2 - 2nd
3 - 2nd
4 - 2nd
A - 2nd
B - 2nd
C - 2nd
D - 2nd
I - Ist
2 - I st
3 - I st
4- Ist
A - Ist
B - Ist
C - I st
D - I st
89
93
141
135
89
93
321
635
95
104
199
380
SW-1 SW-2
2
1
1 1 1.
1 2
5 6
3 4
SW-3
124
93
197
135
124
93
449
363
134
104
278
225
SW-4 RSW
Overturning Values
Wind _L Seismic
Sbeathing
260
350 1
511
1
679
1000
1
Sbear Flow 145 280 1
300
1
475
1000
_J(Plf)
7(pif)
Shear Transfer Connectors - CD
= 1.6, Hem -Fir
Connector
Z (Ibs)
16d Nails (Common: 3.5 "0. 162")
195.2 lbs
2015NDS TIlAr[105]
1 16.2 1 8.4
7.8
4.9
2.3
0,0
16d Slant Nails (v<l 50pif)
160 lbs
2075NDS T]IN[105]
1 13.2 6.9
6.4
4.0
1.9
0,0
Simpson A35 Clip
510 lbs
Current Simpson Guide
1 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
1 41.4 1 21.4
20.0
12.6
6.0
0.
1/2" Diameter Anchor Bolts (2x)
912 lbs
2015 NDS TI I E [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 IE [93]
1 109.9 56.9
53.1
33.5
15.9
0.0
_I
518" Diameter Anchor Bolts (3x)
1664 lbs
2015NDS TI I E [93]
Page6.1
naineerin
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, LINO: 8&0.131"x2l/2", 10d=0.148"x3",
12d=0.148"x3'/4", 16d=0.162"x31/2", 16d sinker--0.148"x3%".
Install 111's on all trusses/rafters, A35's at 24"o/c on gables &
i joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When
acified spacing is less than 24"o/c, install A35's at roof solid
'ing to 5W top plate. and install H1 or H2.5 on all
sses/rafters. LTP4, LTP5 or LS50 can be substituted for A35.
nn. 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.
HOLDOWN SCHEDULE Date: 9/8/2017
Job #: 0809
MARK
HOLDOWN
STRAP *(I)
FASTENERS TO
(12)-STUDS MIN U.N.O.
FOUNDATION
ANCHOR *(1)(4)
COMMENTS
T-1
STHD14/14RJ
(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
*(2)
2x HF STUDS @ 16"o/c
ALLEDGESBLOCKED
BASEPLATE
NAILS *(5)
FLOOR TO TOP PLATE
SILL PLATE ANCHORS w/
*(8)
U.N.O. BELOW *(9)
(do not penetrate past flush)
& SILL PLATE *(6)
3" x 3" x 1/4" WASHERS
SW_I
7116" OSB
9d @ 6" o/c (12" o/c field)
16d @ 12 " o/c
HI @ or 24 " o/C
5/8"OxIO"AB'sCa) 60"o/c
A35 (a), 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"0x10"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"OxIO" AB's @ 48 " o/c
SW-4
7/16" OSB *(7)
8d @ 2" o/c staggered
(12" o/c field)
16d @ 4 " o/c
A35 @ 12 " o/c
5/8"OxIO"AB's@ 16"o/c
RSW
7/1611 OSB Both Sides *(7)
8d @ 2" o/c staggered
SEE DETAIL I
1
(12" o/c field)
UPSTATE
engineering
PC) BOX 952 L YNNWCOD. W4, 9801.6
(?Ob) ?BO -4/15 F. (?06) 854-be'b
SERVICESCEDUPST&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 f c = 2500 PSI MINIMUM 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—W1.4 XW1.4. LAP ONE FULL MESH AT SPLICES.
TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
BEAMS AND POSTS (4x— AND GREATER)
JOISTS / 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" O.C.-I 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 10d 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 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 RISK CATEGORY 11
ULTIMATE WIND SPEED — 110 MPH IMPORTANCE, I = 1.0
WIND EXPOSURE, 8 KZT = 1 .00
SEISIMIC DESIGN CRITERIA:
EQUIVALENT LATERAL FORCE PROCEDURE
IMPORTANCE, le = 1.0
Ss = 1.260
SITE CLASS, D
S1 = 0.493
SEISMIC DESIGN CAT., D
SDS = 0.84
SEIS. FORCE RES. SYS, A.15.
SDI = 0.50
DESIGN BASE SHEAR = 8324 Ibs
Cs = 0.13
RISK CATEGORY 11
R = 6.5
2
LLJ
0
- I
,KT
R �lk A R
2x TOP PLATE
WIDTH
. NAIL SHTG TO
. . . . .
HEADER @ 3" OC EW
(3) 2x STUDS UNO
HEADER PER PLAN
NAIL SHTG TO
EXTEND OVER
EACH STUD
SHEARWALL
APA RATED SHTG
8d NAILS @ 3" OC
PER SW SCHED
ALL PLATES
(BOTH SIDES)
HEADERS & STUDS
HOLDOWN
PER PLAN
(3) 2x PLATES
NAIL SHTG
TO EACH PLATE
(2) 5/8"0 A.B. j 8" CONC STEM WALL
EMBED 7" MIN u /— (2) #4 VERT EA FACE
CONC SLAB ---, 1 #3 TIES @ 8" O.C.
CONT FTG W/ — ---F
(2) #4 TOP AlIM
& BOT l'- 6' M I N,
RAISED SHEAR WALL (RS
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 PLA�
'-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
9
0
EO
0,2. 0
M Bath
24
1 v
x 2
B3
MasterSulte
4"
wc
24
M Bth
L24/)T-
60 bp
Dbl 24 26 L
Lifil
1)
V) H Bath
w 26 28 n 2A
17^
; 26
60 "P
Bonus/85
Grder Truss
r-V4 - 7 !-,v4 - ?
AL-L- P-xl-LK-l-Ox �,IAL-L-5
A14P A" sHAPF-P vO":5
1-0 EP- Fp-.Ir, 5VI-1 UNO
I
Z- Glrcfe�-Truss
7
-r-,rp
0509
269-4 6F FL-A�J
UFFOK FL-001K
L-Alt-fr,AL-
(D (D
4)d2 DF#2 10 0-1/2
DR/Nook 7
B2
FR
W C,
Ll
Kit 50 bp
�5' 10"-7, 4-1/2"— 17
3' 4"--�,
36' pan
"b ��4 2
13c. #2
Bath
solid core L
20 min rated inen _2
Type X GWB all
common surfaces 24
with living space
and beams/posts
2 Car Garage Entry CEO rj
Concrete Z
r
7' 4-1/j2'
13' bpon 4YI2 �D�F#2
ca
4
;011d co, _.
0 min rated
Entry
C
3' 3' 0
Slope to Door 4 Den
3 3"'0
080
.1 t
9.
6 118 x IJ 1/2 MS
16090
I
A" �,IA"�-
AMP A":5HAPr--P vA"ts
1-0 ?,P- FP-IK UMO
t4O-M
0509
2.5c34:5F FL -AN
L-OV40� FL-001<
L-A-rt-FrZAL-
I Y
L_V t 41
B CDC90 1--7 133>'l
BearriChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf 1 - Crawl 5-1
Date: 8115/17
Selection 4x 8 HF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
min Liearing Area hi = J. I in, hz= j. t in, (I.:)) UL Ljeii= u.ue in
Beam Span
5.1 ft
Reaction 1 LL
1173 # Reaction 2 LL 1173 #
Beam Wt per ft
6.17 #
Reaction 1 TL
1482 # Reaction 2 TIL 1482 #
Brn Wt Included
31 #
Maximum V
1482 #
Max Moment
1890'#
Max V (Reduced)
1131 #
TIL Max Defl
L / 240
TL Actual Defl
L / 907
LIL Max Def I
L / 360
LL Actual Defl
L/>1000
Section (in')
Shear (in2)
TIL Defl (in)
ILL 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
CF 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
C1 Stability
1.0000
Rb = 0.00 Le =
0.00 Ft
Uniform LL: 460 Uniform TL: 575 =A
Uniform Load A
R1 1482 R2 1482
SPAN = 5.1 FT
Uniform and partial uniform loads are lbs per lineal ft.
RMECEIVELD"'
SEP 2 8 2017
DEVELOPMENT SERVICES
COUNTER
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf 2 - Garage Front 19
Date: 8/15/17
Selection (2) 1-3/4x 18 2.OE BC Versa -Lam 2800 Lu = 0.0 Ft
Condition NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
A&ustments
Loads
Min Bearing Area R1 = 8.1 in2 R2= 8.1 inz (i.b) DL Defi= 0.28 in
Beam Span
19.0 ft
Reaction 1 LL
3420 # Reaction 2 LL 3420 #
Beam Wt per ft
16.19 #
Reaction 1 TL
5284 4 Reaction 2 TL 5284 #
Bm Wt Included
308 #
Maximum V
5284 #
Max Moment
25098'#
Max V (Reduced)
44494
TL Max Def I
L / 240
TL Actual Def I
L / 364
LL Max Def I
L / 360
LL Actual Defl
L / 662
Section (in3)
Shear (in2)
TL Defl (in)
LL Detl
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 (psi)
Reference Values
2250
190
1.8
650
Ad*usted Values
2151
190
1.8
650
CF 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
1.00
Cl 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 R1 = 4.2 inz K2= 4.2 in- kl.b) UL L)eTl= U.UZ In
Beam Span
5.9 ft
Reaction I 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 #
TL Max Defl
L / 240
TL Actual Def I
L / >1 000
LL Max Def I
L/360
LL Actual Defl
L / >1 000
Section (in 3)
Shear (in2)
TL Def I (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 (psi)
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
1.00
Cl Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Uniform LL: 460 Uniform TL: 575 =A
Uniform Load A
RI 1719 R2 1719
SPAN = 5.9 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 4 - DR 6080
Date: 8/15/17
Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
min bearing Area Hi = o.v in, hz= o.0 in- (1.0) UL ueti= u.ub in Kecom L;amr)er= u.uu in
Beam Span
6.0 ft
Reaction 1 LL
2445 # Reaction 2 LL 2445 #
Beam Wt per ft
6.83 #
Reaction 1 TL
3831 # Reaction 2 TL 3831 #
Bm Wt Included
41 #
Maximum V
3831 #
Max Moment
5746'#
Max V (Reduced)
2873 #
TL Max Defl
L / 240
TL Actual Defl
L / 542
LL Max Def I
L / 360
LL Actual Def I
L / >1 000
Section (in3)
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
Adqusted 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 LL: 340 Uniform TL: 510 =A
Par Unif LL Par Unif TIL Start End
475 H = 760 0 6.0
H
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 IHIF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
min Lsearing i-krea mi = t.ij in- mz= t.0 in, (1.b) UL Uell= u.uz in
Beam Span
5.0 ft
Reaction 1 LL
2038 # Reaction 2 LL 2038 #
Beam Wt per ft
9.57 #
Reaction 1 TIL
3199 # Reaction 2 TL 3199 #
Bm Wt Included
48 #
Maximum V
3199 #
Max Moment
3999'#
Max V (Reduced)
1999 #
TL Max Defl
L / 240
TIL Actual DO
L / >1 000
LL Max Def I
L/360
LL Actual Defl
L1>1000
Section (in3)
Shear (in2)
TL Def I (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%
130/0
Fb (psi)
Fv (psi)
E (psi x mil)
Fc-L (psi)
Reference Values
850
150
1.3
405
Admusted Values
935
150
1.3
405
CF 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: 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.
BeamChek 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
Adfustments
Min t3earing Area K1 = b.3 in- Kz= tj.j in- (1.b) UL UeT[= u.ul 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 #
TL Max Defl
L / 240
TL Actual Defl
L/>1000
LL Max Def I
L / 360
LL Actual Defl
L/>1000
Section (W)
Shear (in2)
TL Defl (in)
LL Defl
49.91
32.38
0.03
0.02
30.07
15.71
0.20
0.13
OK
OK
OK
OK
60%
49%
15%
12%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc-L (psi)
Reference Values
850
150
1.3
405
Adousted 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 = 0000 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 paitial 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 HF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Min Bearing Area H1 = 7.0 V K2= /.0 V (1.b) UL UeTl= u.uz 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 Dell
L / 240
TL Actual Defl
L / >1 000
LL Max Def I
L / 360
LL Actual Def I
L / >1 000
Section (in3)
Shear (in2)
TL Defl (in)
LL Detl
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
Ad4usted Values
935
150
1.3
405
CF 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 Start End
475 H = 760 0 5.0
H
Uniform Load A
R1 =2824 R2 =2824
SPAN = 5 FT
Uniform and paFtial 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
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Loads
Iviii I ouctl 11 ly t-%[ uct
n 1 = -+.0 11 r
r-14= -+.0 11 r k 1.0) LJL- Liu] 1= U.ue- HI
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 Defl
L / 240
TL Actual Def I
L / >1 000
ILL Max Defl
L / 360
LL Actual Def I
L / >i 000
Section (in3)
Shear (in 2
TL Defl (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%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc-L(psi)
Reference Values
850
150
1.3
405
Ad*usted 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
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.
244th
Edmonds
Project
Exterior
Colors
071
tv
VIM
IT, g"
4,
L :LL�
. ......
T
40
- X__' Xb
4 Extra Windows
Extra Windows
A . *
V-0
Main -
C01) Virtual Taupe
SW7039
Accent - Front Door - Trim/Gutters -
VanDyke Brown Black Fox Musket Brown
SW7041 SW7020
eq
E
Main - Accent - Front Door - Trim/Gutters -
Adaptive Shade Enduring Bronze Black Magic Musket Brown
SW7053 SW7055 SW6991
Main - Accent - Front Door - Trii-n/Gutters -
U0 Rare Gray Thunderous Jasper White
SW6199 SW6201 SW6216
Main - Accent - Front Door - Trim/Guffers -
Gauntlet Gray Mindful Gray Urbane Bronze White
SW7019 SW7016 SW7048
4t
Main - Accent - Front Door - Trim/Gutters -
Suitable Brown Gray Area Iron Ore Classic Cream
SW7054 SW7052 SW7069
4L
Main - Accent - Front Door Trim/Gutters -
Eclipse Svelte Sage Andiron Classic Cream
SW6166 SW6164 SW6174
ALL WORK
6/12
30 yr F.G. Comp, Roofing
M g le F., F., am' W.- W. F., ing
r- 0
ME
We MY
2x6 Head trim
5/4x4 sides
2x3+5/4x4 Sill
Front & Sides only
Q entry
Front Elevation '&G P" s'ff't
2x10 W\A
w/ 1/3 w
5/ix8 behind GutfE
Flashing 2x1f
C11 x� 3WWW
2X8
Flashing
2x4 tapered
4X4 P,T.1- I
A"
1/2 Smooth Hardi Bd
Stone CaponDetail Column
Sect, I Plan View
Corner Block
�Fr.mers)
Left Elevation
TRIM DETAILS (N,T,S,) /-----7/16 OSB
asc is
�rlm
11x3 T
Felt
.W.
W. W.
8' Siding
GABLE
TRIM
Flashing
Flasb Top View
2x8 Band Board
Felt
18"
Face View
SIdIng
8'x 18"
Hose Bib Lights
Addr...
BEVELED BLOCKS
0-x20' If 4 ft
2x Blocks
top flashing 6"x24' If 5 #'a BE-LY BAND FLASHING PR
Over the Siding (on front only)
2 WStory - 2 Car - 42x38.5 - 2597
----------
Max Heighti 488-.58
Heightt 86.98
CALC
�ver Gradet 45858
ma'XI 488.�8
Proposed p(
Aver Gradet 458.58
top of fnd
E Q ' Siding -p—
'1';�'Nj';�bomrd V-"--8F
0 2x8 Whiteboard -It "g 2X8
;�- lash
C14
x3 Chamfered Cap
E
r I
Flashing
X '4.
N
2
c"
2x8 Saw kerf
16' cc
Ix6 whiteboard _Cultured Stone
8xI8 Corbel _j
BOARD & BAT
ruilding Paper
),)ECTED CABLE STOIE SILL
sf - GL - Lot 4
CODE
12M
,4,p!R
J,
VVORK_
ADDREI
OWNER
APPROVED DATE:
BLDG. OFFICIAL:
PERMIT NUMBER
IQLMA7 lab'7—
iVED BY PLANNING
(DI lb
C-Try copy
Vinyl Sash Insul Dbl Glazed Windows (typ) wlth frame 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 9 grade, 5,7 sf u per flrs
no ke S"tools required on inside�
Per IRCYR310
Additional Specs & Details on Sheets A5-7
Structural Calcs
Lateral Bracing per Structural EngineerIng Calcs attarhad
Provide min. 38" Landing 9 ext. doors
not more than 7 3/4" below finished floor
Wood or Composltlon Roofing
8' Hardboard Lap SldIng all sides (typ)
over waterproof building paper
1x4 corner trim
Downspouts to 4' tlghtllne ------------------
to apprvd. storm dralna&�-6p)
Contlnuous-M661 gutters
work to be referenced to the FIII/Grade permit
Total Impervious surface of Lot 4: ZM5 af
PaInt Colors/Stone work: Scheme # 2
Rear Elevation
Mietzner Brothers Properties, LLQ CODE: IRC 2M6
244th St Edmonds - 38,5'x42' 2591--sf---plan- --- WsEQ 2" ET46y & vent. code
Ru6ibing UPC 2016
Lot 4 National Electric Code
PLAN SHEET INDEX
Street address to be promInently d1splayed In
Mechanical IRC 2016
Roof Load: 26 lbs
Contrasting color, 4' hi, plainly visible torn the street,
Selsmlc DesIgn Cat: D2 (conventional)
r
A 1:
Cover/Elev
See additional Specs/Detalls on Sheets A5, 6, & 7
Wind Speed: 85 mph
A2
Foundation/Alt Elev
Attic ventilation- provided as per, R806
Under Floor Inspectlon required
A3
First Floor/Section
ROOR 1460 sf *144/300-701 sq.in, req'd
prior to Installation of floor decking
All Holdowns, FramIng, AB,
A+
Second Floor/Roof
Provide equiv. or greater net area in and out (low & hi)
Provide (1) vent and (14) roof vents
Shearwalls, must be Iniosected
gable
prior to covering.
Aj: Delans
A& Structural notes
AT Specif ications
SQUAPE FOOTAGE
BqERGY
1st Floor: 1137 sf
Windows: Alpine 70 Low E
WSEC: We St Energy
Code
Gas Forced Air
2nd Floor:
1460 sf
Insulation:
Ceiling:
Total:
2697 sf
Faced F.G.
Walls:
Garages:
383 sf
6mill Slab VB
Floor:
R-49
R-
R-30
'Aa, *V'5j6'
3113/0
E
REVISIONS
0
4—
a)
a)
U)
CT 04
0 1�1
CP 0)
<
>
W
i �" CL
W — -0
4—
U)
-j
0 LO
-j
W
U-)
W 0 cd
11- 0) (-r)
C) —
= 0 X
CL L 04
IL
U)
W
0
E
ED W
W U)
N 0
W —4
Z: CN 04
COPY
RESUB
JUL 2 5 2018
M 'T
zo
C0
, _�4
0)
�n
T-1 T-1
no /5x 16
I ... I
T-1
T-1
in Rim joist (typ)
F I I M. 01._
step up 9 1/4'
__j -------------- L_ L � ----------------- 7_
��7_ - _j -F-Am - - 1:;q - - TVT - 7�4-*4 _'� - F*-[-' - - H-VIHI I --- I M
r-6 - - - - - - - - - - - - - - - - - - - - - - - - - - - — - \_ - - - - - - - - - - - - -
I Jf2 10
10 0. In 0)
o
Crawl space
o ## 5mil v,b, (blk)
0 0,
(D
J, 5' 5" 5' 5"-T5' 5"-- 5" 7' 5"
cc
4 I�FX2
III lL� - 13 13 -cl-4
5/A2 Typ
13
I 'I _07
j
4' 6'
r - - - - - - - - - - - - - - - - - - - - - - 15' 7" 4' 7- /2
0
�p Ti�i
I 7/A2 Tup
—4 —
273"
1 2 Car Garage
conc slab on grade
virgin/tamped fill
----------- o Garage Door
Slope t
T--------
30"x30"x12"
0#4 ea way,'
17-1/2 -16' 7-1/21
T tel up 9 1/4'
0132 LO
1 _T C4 embed p.t,2x8 rj
----- \(typ 2) -7 -- - - - - -
1,4' 4" 10' 3
C
-.11c
IL - - - - - -- - - - - - - - - - - - - - - - - - -
con.inous 9
- - - - - - - - - - - - - - - - - -
115'22-1/21L� 6� 5" sol. 6' 4" J.'C-9/A2 Ty
A, All 22' 0"
T-
I/A2 RSW
T-
lell�
I/A2 RSW
Foundation
3/4" APA rated OSB CID int.w/ext,glue, nail 6" edge, 10" field
2x F.J, 9 16' o,c, Solid blocking 9 support
Typ
2x Top plate —
Header Per Plan
extend over SW
�`_j APA rated shthg
H Iper SW Schad,
(Both Sides)
Holdown per plan
(2) 5/8"xlZ A,B, embed 7' min
Conc slab
2' 0" min width
-:__;J�,Nail shthg to Hdr
..... 11 Q 3" o.c. e,w.
Conc ftg w/(2)#4 top
rj--� RAISED SHEARWALL DETAIL
�,�RSW� 1/2' - 1' 0"
(3) 2x studs URO,
Nail shthg to ea stud
8d Nails Q 3" o.c,
all plates, hdrs, studs
02x plates
Nail shthg to ea plate
8" conc stem wall
(2*4 Vert ea face
#3 ties Q 8" o,c,
_TGrade
1. 5" min,
2x4 P.T. Nailer In conc. pour
16. O.C.
Form nail pins @ 12' oc.
to hold nailer In wall
&PIdIng Nailer In 0onc. Wall - Plan View
1/2'= 1' 0'
4x4 or 4xG Wood columns as required MAB15 anchor
2x4 or 6 ties nailed with 4 l8d each
Set wood columns on 90# felt protectors
Anchor column to footing with MA615 8" 2x Floor Joist
�x Floor Joist
F.J. 24" 2x #2 HIF Studs
1/2 10 A
#4 18 i
o1c
Over
9 16" o.c.
A Beam Solid blocking "-(2) #4 ea way 1/2 10 A,B, per Schd w/3" sq x 1/4" washer S t g I/2xI0 A.B. per Schd w/2" sq x 3/16' washer
1x4 scabs 2x #2 HIF Studs 4" DS tightline
j;'.
nc 1 #4 18" o.c. Horz, & Vert, min
18' 'nin w/4-18d nail BM & post #4 18" o,c, Horz, & Vert, min 4" concr, slab
- Over 2' Hi-#4 10" o,c, Horz, Over 2' Hi-#4 10" o.c. Horz,
12" in P.T, Post 4" DS fightline
. NL� 16" o.c, Vert. w/6" ftg hook tm b. 16" o,c. Vert, w/6" ftg hook
MA815
'Btm bars-1/2 of max spacing am fl o
0 taml e
Btm bars-1/2 of max spacing
15mi black vapor barrier, edges lapped 12' 1 �" min 16 min
8xlI5 (2) #4 Cont, Horz,
8XII5 �—(2) #4 Cont. Horz. tg
Concr, Footing ftg
ftg �-4" ftg drain V' ffg drain
STMDARD IMIDATION WALL DETAIL GARAGE & STEM ROL1110ATION WALL DETAIL
rp (7
1/2'= 1' V
2 Story — 2 Car — 42x38.5 — 2597 sf — GL — Lots 2, 4, 9, 11
A CHOR BOLT WASHERS shall be
3� . 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 Calcs
and/or R403.1.6
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 Q beams
6 mil black visq. vapor barrier
R-19 F.G. Insulation up to subfloor
Column & Beam Notest
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 post, connect per R407.3
1. min air space betwen wood
—ro td,
Laminate multi joists w/ 2 rows
18d 9 16' o.c. stagger top/bot
Stub -out #4 rebar @ 11T
at conor. porch to resist
dIfferental settllng
Provide p,t. rim joist Q patio
REBAR REQUIREMENTS,
004 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 stcl 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 R408,1
Provide 1185 sq in min net (1/150)
Install (21) 6*xlB' screened vents at 67.2 sq in each
net (70%) - 1470 sq in total provided
Install in Rim Joist (typ)
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 looking ont basement floors.
�LjCTp6l_ RE wEDFOR
TJORAVVING HAS BEEN REV'E NLY PER
91 RUM URAL REcuIREMENTS 0 S.
THE
ArTkeHFD RELEVAN
REVI-IED BY
UISTATE ENG'N'ERN
EPB4y slab
a.
12"
sono
tube
.4-1, ",24x24xlO pad
/ w/(2)#4 as way
L - - - - - v
@SOrID Tube Pig DETAIL
) N.TS.
0#4 Cont, WIT end 4' min conc slab
hooks to grade beam /W/#3 @ 12' oc. E.W.
or
6>61AMIAWWWIF
24'
wmhed pear gravel
min
A\\ o � ZRXX\\�,�'
cont.
Typl Fmrddm @ Girep Door
(i�_1/2'= 1' 0
E
CD
S,
8
REVISIONS
4-
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(f5 _J
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EL (1) (Y)
C) —
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EL L C14
EL
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= -0
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0 <
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Of
W
Ckf
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w
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RESUB
JUL 2 5 Mill
BU&MOFPEP
0 EDrON%r
T-1 T-1 T-:1
T
5xI6 conc patio
Isar than 8 8" from PL
7 - - - - - - - - - - - - - - - - - - -
I I
r — —13 -- — — — — — — — — — — — — — — — — — — — — — —
R) JB2 10
;�; ------------
M CL o)
3: 0 1-
Slab on grade
0 4 011- 15mil v,b. (blk)
3: C (0- ------------
Do
CY)
- - - - - - - - - -
1- 2-
ji
- - - - - - - - - -
Li - -7
1 r -- - - - - - - - - - - J,
C - = - - -
- - - - - - - - - - pj--
L4je- u - Jil - - - - - -
- - - - - - 1, 4,- L— 8- 4- - 10' 2"—
ao I
M
ZY)
— — — — — — — — — — — — — — —
------------------ ---- -
F-J
IL — — —
11" 3' 8- 11
F-1 � — ::- -4
LT I— -Z. -L.
I
rl I I
— — — 4-1 4 — — — 4-1
7/A2 Typ L 1, J-1 1: 10- 5'-----�
2 Car Garage
rI I
t-1 11 IO/A2 Typ
cono slab on grade 4-114
virgin/tamped fill
slope to Garage Door
30"x30`x 12" 1
1(3*4 as way
:it ',JB210
-1 -1 T L - — — — — — — — — —
----------
�--4� 4-A
4' 4'
L- - - - - - - - - - - - - - - - - - - - - - -
C.1 - I continous ftg 3- 1 1 r
- - - - - - - - - - - -- C----
-- ----------
1-1 1 11*11
8- 4" 30 1.&A2 Ty�,
15' 2-1/7--
T- T-
I/A2 RSW I/A2 RSW
Foundation
2� Floor Joist
2� #2 HF Studs
1/�MO A.B. per Schd w/7 scl x 1/4" washer I / 9 15" O.C.
conc
8 A2 Typ
co
30 M
III
4" conc sl 2x6 p.t. sill plate 4" DS tightline I/2xl0 A.B. per Schd w/2" sq x 3/16" washer
ab 18" o.c. Horz. & Vert. min Vert, min
#4 18 o.c. Horz. &
4�
4" concr. sla Over 2' Hi-#4 10" o.c. Horz,
4" DS tightlin , --i' -ir 16" o.c, Vert. w/6" ftg hook
R- 10 o Btm bars-1/2 of max spacing
m
18" min tamped fill
Q Ivg spc I min
%16 1 (2) #4 Conf. Horz. 8xI6 (2) #4 Cont. Horz.
t t
t ftg
9 4" ftg drain
sT*DAm Fam" STEM WALL DUAL GARAGE & I EM FCLKATI0N WALL DETAL
1/2'= T V
2x Top plate —
Header Per Plan
extend over SW
;'- APA rated shthg
H er SW Schad.
-C Kth Sides)
Holdown per plan
x
(2) 5/8"xI2` A,B, embed 7" min
Cono slab
2' 0" min width
Nail shthg to Hdr
Q 3" O.C. em.
: : : : ' . . :I: .
Conc ftg w/(2)#4 top & bim
RAISED SHEARWALL DETAIL
RSW 1/2" - 1' 0"
0#4 Cont, w)8! end 4' min cono slab
hooks to grade beam /w/#3 @ 12- oc. E.W.
J 6'x'S 1 AWxl AW WWF
24-� 4� pba-,(
2 Story - 2 Car - 42x38.5 - 2597 sf - GL - Lots 2, 4, 9, 11
12" (04 oorvt.
Typbal Fomdaboin @ Gffw Door
(3) 2x studs U.N.0,
Nail shthg to ea stud
8d Nails Q 3" o.c.
all plates, hdrs, studs
(3)2x plates
Nail shthg to as plate
8" conc stem wall
(2*4 vert ea face
#3 ties 9 8" o.c.
- Grade
1' 6" min,
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
PLANS EXAMINER
DATE
E P B+4 slab
nd
sono
tube,
.4 24x24xl0 pad
w/(2*4 as way
i�. iI�AL
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 Calos
and/or 1340316
Any changes to floor framing
(Le. I Joist from solid sawn)
will require new floor framing plans,
-JR- jin G,.Wl RPAG�
6 mil black visq. vapor barrier
.1 — . — .-Utar��
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 post. connect per R407.3
I' min air space betwen wood &
concrete or use pres. trtd.
Laminate multi joists w/ 2 rows
l8d Q 16' D.C. stagger top/bot
Stub -out #4 rebar @ 18' oD.
at Donor, porch to resist
dIfferental setting
Provide p.t, rim Joist Q patio
REBAR REQUIREMENTS,
(2)" Continuous in fig. (1) Q top of wall.
#4 vert, R/F 9 181. R/F Stl to be ASTM A-815 Grade 40
24" max height for aid fnd wall
24'-provide #4 rebar 10' D.C. horz./16' D.C. vert,
2' 6' max height for 8' wall, 4' max for S' wall
Footings to rest on 2000 psf undisturbed soil,
CRAWL SPACE VENTIALTION per R408.1
Provide 1185 sq in min net (1/150)
Install (21) 6'46' screened vents at 67.2 sq in each
net (70%) - 1470 sq in total provided
Install In Rim Joist (typ)
1470 sq ft *144/150-1402 sq in required
Min 1 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.
2x4 P.T. Nailer In conc. pour
Form&I pins@ 12' oc.
n
to hold naller In wall
rgLNallor In 0ow. Well - Plen View
1/2= T 9
--------------------- -----
#4
4' conc slab
10" min
undisturbed soil
Int, Thickened Slab
Y COPY
M
ST�U kAL IRIEVIF N
IKE aRAWING HAS BEEN REVIEWED FOR
STRUCTURALR QUIREMENTS ONLY PER
REWS101-44---THE ATTACHEDERELEVANT DOCUMENTS.
[AAR 13 2019 JOB# 0&1 DATElhiLLf
REVIEWED BYAIzU=—
EERING
E
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A,
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(L
REVISIONS
0
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LU
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= 4-- >-
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LU
C,4 Cj
FAXL),
C-Ri
60
?S)
N
T-1 T-1
4x16 oonc: patio
31'
-5� 04t<15' W --I
5060 hs 6080 sgd
7 4,12 (i� 3 1/84 GLB
vented frame
T-1 ---- T-1
4/A5
—4 0'— V
I�N 1 —10, 61 -- ------------
0' J 7' 7-1/b"- Sijc--4' 0'--�a' 8-1/21
4
4060 Ins 4060 hs V—PW-�— 1050 hs Mj3_/
4X10 $-4XI0,,' \7'� 60 4x10
FP 10' 0-1/2�
8' hdr
egress
abv vented frame
match Indris - & 03
DR/Nook
FR Pbv,'
DW 13
SP
EE32 S' x7 13 13
'66V'
Kit EO
5' 10"--es�7' 4-1/2"-
3' 4'-3-1 13
36"bPWR T4�i Bearing wall
Frig 11 ca
-1 nearing wE3Li
Tazlaaa -1 IN% 83
self
Closing
16/A3 nlid co,. 28
20 min rated �Be - 41n vc
Type X GWB all steel clad
common surfaces
with living space, beams, posts ... wl
min 1/2. on walls !2
�30j
min 5/W on lid �5
2 Car Garage 04
Concrete
Slope to Door
Z3 T--
024
2nd Flr Abv
-----------
�7'
,^�, T-
I/A2 RSW
• Carbon Monoxide Deallector par 315
• Smoke Dectector per 314
):� Surface mount light
03 Recessed can light
Xw 50 ofm exhaust fen to ext.
X- >ooK cfm spot/whole he exhaust
Ape Vent To Outside
X Fan/Llght Combo
Slngle pole switch
3 way switch
Duplex outlet
220 volt outlet
on Ground Fault Interupt
Re- Frost Proof Hose Blbb
B2
bv
F
46
13
13
24
Linen 4
B Bearing we
e
17r
M "r
Entry 20 CN
Den
hdr
(8)2x6 I (2)2xq 'VJnf'Z'1rar
M4
0 4x12
5050 1
5' 0'
4x'10
i"� 4' 44-7�1 � 10' 2
"-, I -I
I/A2 RSW
. First Floor
IAll walls indipated_
to be SW-1, UND.
STRUCTURAL LEGEND
Headers 4xI0 OF2 U.N.O. tat Floor
GLB, 24F V4 U.N.O.
— - — - — -- Dbl F.J.
Beam
SW-1
Shearwall
-1 Hold Downs
NOTE All metal in contact with treated wood
Shall be approved for such contact
Additional Space on Shasta AS-8 & ShiclunSI Wtas attached
NOTE Notching and Boring holes in studs
For Interior and Exterior wells
per 2012 IRC R602.6 (1) & R602.6 (2)
Section AM
50 bp
9 "y
cc
El'th
, , ! l5o
2 Story — 2 Car — 42x38.5 — 2597 sf — GL — Lots 4, 11
ft.I&Sn,k tc, .11 Q Ra DOORS
4
4 D—
.11
L I�all bottm WaterBlock FlaNng 5. A 0. Install �lrdo- par —&. p—
Igly. 3/6 b�..d T�p 900 Seal.t
2. followed y Wat -& c— Ch, nall n W 7. Imtall top I&Sftlick nas1*9
a past & S4.k . 'S18111, 2 1/2' — biT f�t lop W= ang.
II,.'all .1d. Wate,1310d, naSNI both aides
F! It-
da.Ws d— 1.11- the
,.D
at 9 as fw wtrd� It
Th. Mai.V Strip - t 'E
Bid
.10
S"PISSH
All Other stem wd details reazin
the — as h wir.1- fla.W�g
F- d— Wth fl.Vn all arxd
a Place 00 INIm 'tICkU 9. SO a, paper M*9 stIre t' W after
owl'p ps, UBO 10. Pml&Stick flange ard paper 13. Lat.r SI& Q n the d— I. rKi.1-
edge F I.—P= W .1.k 6' hr. W It paper fli;t �. wirdow= nlik 'd
2' -rt. =lap IL =al'%Val it�ftashl,
Vc,r SF Cordo,18' —Ip) 12 S=�W wtakl' of the INSTALL EXTERIOR DOORS WITH TWO
it as 6M merlip - per code BEADS OF TOM 900 CAULL
WOMOW/WOR FLASMG INSTAUATION DETAM - YM I
c5
ZS>
art
l NIOX T"
Eng'd Truss Q 24" o.c.
q
0
Cj
I-
x
04
18" Floor Truss
Section A
Crawl space
6 mil v,b, (blk)
Gas HW Tank DETAIL
�nTRLIC A RE IN N.T.S.
T�l��DR�WIN—GT�UiSp�BEELNR—EVIVEVVgFOR
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELEVANT DOCUMEN
JOB#-qo"L DATE -71
REVIEWED BY
Nc
UPSTATEE 'INEERING
BEAM MR
(206)28 0-4716-�
VOID IP STAMP INK NOTREO.
ff.5-3s,
HEADER PER
PLAN
6
0i
(0
X c�
(N
OBIL If IV . Waste,
BEAM
2x4 WALL
24 WALL
4x (SAWND
(2) 2x4
(2) 2x6
6. (SAWN)
(3) 2.4
(3) 24
3 1/11 IGLID
5 1/8 (M)
12) 2x4
(3) 2X4
121 24
(3) 2x8
3 1/2 (MANF)
(2) 2x4
(2) 24
5 1/2 04ANP)
(3) 2xi
(3) 2xB
GIRDER TRUSS
(3) 2x4
(3) 2xa
HEADER
2X4 WALL
2X8 WALL
4x (SAWN)
2X4
24
6x (SAWN)
----
2X6
3 1/8 IGLIP
12) 2X4
24
5 1/8 (GLED
---
(2) 2xB
3 1/2 (MANF-)
(2) 2x4
2X6
5 1/2 WANP)
---
(2) 2x6
POST / STUD Q POINT LOADS
I--
iiq —ua I
5060 hs
SOD & Window R.0, Ist 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
La
Abartura
EXTERIOR DOORS
OPENING
LAS PUERTAS EXTERIORES
sin IS, Forms
METAL -_SINGLE HANDICAP
DOOR WIDTH PLUS 2'
81
5/9'
PUERTA DE 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 HAS 21/2'
82
1/2'
METAL SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2*
81
1/1'
PUERTA OE METAL QUE ASHE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
81
1/4,
METAL W/SIDELITE 14'
3/0 DOOR W/1 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 68'
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 ASTG
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/SIOELITE W/B
3/0 DOOR W/1 14" S/L 53'
PUERTA OE 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 PRECOLOADA CLASICA
ANCHURA DE
LA PUERTA MAS 2'
82
1/2'
INT: DBL WASTG
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 DEL 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'
8T
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
DBL 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
DBL DOOR WIDTH PLUS 1'
84
3/81
UNA PUERTA JOHNSON
ANCHUAA DE
LA PUERTA DOBLE MAS V
84
3/8'
JOHNSON VERT. STUD) DOUBLE
DEL DOOR WIDTH PLUS e"
84
3/8'
JOHNSON PUERTAS DOBLES
ANCHURA DE
LASPUERTAS MAS 0'
84
3/8'
BIPASS
LAS PUERTAS QUE SE PASAN
BIPASS W/DRYWAILL JAMBS
DOOR CALL -OUT SIZE -1'
83 1/8*
CON JAMBAS DE YESO
TAMANO DE
LA PUERTA -1-
83
1/8'
BIPASS W/WOOD JAMBS
DOOR CALL -OUT SIZE PLUS 1"
84'
CON JAMBAS OE MADERA
TAMANO DE
LA PUERTA MAS 1'
84'
BIFOLDS
LAS PUERTAS De DOS HOJAS
BIFOLD WITH WOOD JAMES
DOOR CALL -OUT SIZE PLUS 2'
82
1/2'
DE HOJAS CON JAMBAS DE MADERA
TAMANO DE
LA PUERTA MAS 2'
82
1/2'
,TOLD WITH '1/2' JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4'
81 1/2' ON
VINYL
DE HOJAS CON JAMBAS DE YESO
TAMANO DE
LA PUERTA MAS 1 1/4' 81 1/2' an
vinilo
BIFOLD W/DRYWALL JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4N
82' ON CARPET
DE HOJAS CON 1/2' JAMSAS
TAMANO DE
LA PUERTA MAS 1 1/4' 82'
on alambro
E
REVISIONS
0
M M
0
4—
w a)
cf) a) cD
04
0
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U)
U-
4-
Ln
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_J
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Of
W CC)
EL (1) (y)
0
0, 0 X
EL L C4
d-
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Of -0
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0 -0
DO W 04
of
W
N -r- o
w
CN
im-low
RESUB
JUL 2 5 2018
1s%M_'R0VaMENT
I.
T-1 T-1
4xI6 cone patio
31'
5' 0"e�' W�' 6' 0"-d--j
F;LJ5 Sgi
5060 hs I no,i: 5080
4x12 (D 31/8xg GLB
vented frame
DR/Nook
.11
(01 ___
- n 01
01) 1 DW
- r,4'
(0
CD
T-1 T-1
4/A5
f \11
ONt�-4' 0"---+=qk--4'
0 k— ArARrA k SW_
s
$ F-P
"'abv
(D 4x:10
match hors - 8' 11
FR
9' Ceiling
L] 3, 1 ae 5' 10"---��T 4-1/2"-
7 36. pan Bearing wall
�Pabpaf
Fig I G� 4xil
— GFI tearing wall
Self closing
15/A3 solid core
20 min rated
Type X GWB all steel clad
common surfaces
with living space, beams, posts
min 1/2' on walls Q
min 5/8" on lid
2 Car Garage
Concrete
Slope to Door
2n 11 d _FIr_ A-bv
(2)1 3/4x18 Versal-arn
'16080
,�\ T-
I/A2 RSW
* Carbon Monoxide Dectector per 315
* Smoke Dectector per 814
):� Surface mount light
03 Recessed can light
X- 50 cfm exhaust fan to ext.
X— >ocK cfm spot/whole he exhaust
vtois Vent To Outside
X Fan/Light Combo
Single pole switch
3 way switch
Duplex outlet
220 volt outlet
Ground Fault Interupt
HBi Frost Proof Hose Bibb
7-
03 El
Wall
�wl up 17r
u
Entry DO
0 ;t-
4" 3
�7' 5"--q—+
_,,\ I — L
I/A2 RSW
First Floor
IAll wells indicated -
to be SW-1, U,N.0,
STRUCTURAL LEGEND
Headers 4xI0 DF2 UAR Ist Floor
GLBi 24F V4 U.N.O.
— - — - — -- DbI FJ,
Beam
SW-1
Shearwall
T-1 Hold Downs
NOTE All metal in contact with treated wood
Shall be approved for such contact
Additional Space on Sheets A&8 & Siructural Nlotes atisched
NOTE Notching and Boring holes in studs
For Interior and Exterior walls
per 2012 IRC R802.6 (1) & R602.6 (2)
—10, 61,
oo�
1_4A 0 hs
—10, 0-14
& hdr
egress
vented frarni
62 ):(
24I5 50 bp
b�_
D 00 --- I n <gw
o
;�v
4- 1/
ex a
�v'
bv
24
ME Bafh
Linen
. C�)
Bearing wall
Den
8' hdr
X8 "Arfram,
4x'12
:L
4X 1@
10' 3"1--,T7-
Section A/A3
2 Story — 2 Car — 42x38.5 — 2597 sf — GL — Lots 4, 11
DOORS
W
rou,,
-P" Dow
4, 3 2
ande
2
I Install bottm WatwBlock Fashipli 5. '.f. spe..
2. foll—d by W.twBlock Owrw Guards Inside nail flang.. 7. Install to P,,I& j,k flashing
3. Fee, & p
StI,k on MI. 2 1/7 -ar bt. front over top indo, I Q.
4. Install side WaterBlook flashing both aid,,
Flesting dows, Follo, the sane
d it
Lfal%,. for windoe. ..os,ln
I = strip
onw4h. bftm
0 1 1 9 1. flat tN-hld
o
p-f-g1LZ'1v/B�.kf �M ld:t�'too
on
stri th
sososo
so
All steps,,wd detwollfs, resein
the Mre. asting
J* For I wound
pl'os Be I, pzzuodw non gkMky 9. 60 ;,�gw on
Sedge of I - 10Vellep pw UBC FaI&StI,k ,r fl-�p and paper 13. it.11 jrd_as_%ng the
W P-I&SH 'er W SIM
wisp on sides and op & paper ilgh
2' vwt. a, 1. Install _to' too flashung
(r_ SF c.�18' overlap) 12. Start paW — Id. I the NSTALL EXTERIOR DOORS WITH TWO
N.ehir'S an 6- overlp - par .d. BEADS OF TOFF SM CALLK
WINI)OW/DOCIR FLASHING INSTALIATION DETA101, — NTS
------ PLANS EXAMINER
Section I DATE q/11,Iq
16 Gas HW Tank DETAIL
RTS,
WIN
� 'ER
M REOD
M.
Is or w-
Is or waan TRU44M
BEAM
2x4 WALL
2xB WALL
4x (SAWN)
(2) 2x4
(2) 2x6
6x (SAWN)
(3) 2.4
(3) 24
w 3 1/8 (GLB)
(2) 2x4
(2) 2x6
5 1/8 QLB)
(3) 2x4
(3) 24
2. 1/2 (MANF)
(2) 2x4
(2) 24
5 1/2 (NIANF)
(3) 2x4
(3) 24
GIRDER TRUSS,
(3) 2x4
(3) 24
HEADER
2x4 WALL
20 WALL
4x (SAWN)
2X4
24
Ox (SAWN)
2XB
3 1,111 1.)
(2) 2x'l_
2xII
5 1/8 (OLB)
___
(2) 2x5
3 1/2 (MANF)
(2) 2x4
2xB
5 1/2 (MANF)
----
(2) 2xS
POST / STUD 9 POINT LOADS
- V
head r
�q ua
(0 CD
6080 sgd 5060 hs I �0
IV
SGD & Window R.O. Ist Floor
Elev. View
ROUGH OPENING FRAMING DIMENSIONS
LA VENTA DE PUERTAS
LAS MEDIDAS DE LAS ABERTURAS CONSTRUIOAS
TYPE
WIDTH
ROUGH
TIPO De PUERTA
De ANCHURA
La
Abarture
EXTERIOR DOORS
OPENING
LAS PUERTAS EXTERIORES
sin
la Forma
METAL- SINGLE HANDICAP
DOOR WIDTH PLUS 2'
81 5/8'
PUERTA DE METAL PARA LAS SII-LAS CON RUEDAS
ANCHURA DE
LA PUERTA MAS?
81
5/8'
METAL _ SINGLE
DOORS WIDTH PLUS 2'
82 1/2'
UNA PUERTA DE METAL
ANCHURA DE
LA PUERTA MAS 2N
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 7
81
1/4,
METAL W/SIDELITE 14'
3/0 DOOR W/I S/L 53'
PUERTA OE METAL CON VENTANA
PUERTA 3/0
CON UNA VENTANA 53'
3/0 DOOR W/2 S/L 58'
82 1/2'
PUERTA 3/0
CON DOS VENTANAS W
82
1/2"
WOOD DOOR SINGLE WIS
DOOR WIDTH PLUS 2N
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 MADERAQUE ABRE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
83,
WOOD W/SIDELITE W/B
3/0 DOOR W/1 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 68N
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'
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'
INT DEIL W/ROLLER CATCHES
DOOR WIDTH PLUS 2
82 1/2'
PUERTAS DOBLES SIN ASTO
ANCHURA OE
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 HAS 2'
84
3/8"
ACME (LADDER TYPE) DOUBLE
DBL DOOR WIDTH PLUS 1 1/2'
84 31W
ACME PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 1 1/2'
84
3/8'
JOHNSON �VERT* STUD) SINGLE
DEL DOOR WIDTH PLUS IN
84 3/8'
UNA PUERTA JOHNSON
ANCHUAA OE
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 MAS 0'
84
3/8N
BIPASS
LAS PUERTAS OUE SE PASAN
BIPASS W/DRYWALL JAMBS
DOOR CALL -OUT SIZE
83 1/8'
CON JAMBAS DE YESO
TAMANO DE
LA PUERTA -1'
83
I1W
BIPASS W/WCOD
DOOR CALL -OUT SIZE PLUS P
84'
CON JAMBAS DE MADERA
TAMANO DE
LAPUERTA MAS ?
84'
BIFOLDS
LAS PUERTAS De DOS HOJAS
BIFOLD WITH WOOD JAMES
DOOR CALL -OUT SIZE PLUS 2'
82 1/2'
DE HOJAS CON JAMBAS DE MADERA
TAMIANO DE
LA PUERTA MAS 2'
82
1/2'
BIFOLD WITH '1/2' JAMES
DOOR CALL -OUT SIZE PLUS 1 1/4'
81 IIT ON VINYL
DE HOJAS CON JAMBAS DE YESO
TAMANO DE
LA PUERTA MAS 1 1/4' 81 1/2' an
vinilo
BIFOLD W/ORYWALL JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/1"
82" ON CARPET
DE HOJAS CON 1/2' JAMISAS
TAMANO DE
LA PUERTA MAS 1 1/4' 82" on Blambro
-_ — BEEN REVIFVk
off 'q THIS DR ��WING HAS IREMENT 01
STRUCTURAL��'�y
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a �9' -80
REVISIONS
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REVIEWED BY
upSTATE ENGIN
RED.
42- 0"
15' 7-1/2" 13' 2-1/2" 13- 2"
15t�3' 0' 7' 1'----73010 91 41, 41 0"- 4. 91. 5' 0" 4' 4"
3060 sh — 81. 1. SG =040 �s
7 hdr @> 4X`10
24' sill -12' (!Tj egress
egress vented frame
vented tame zo CD
M Bath CN
CD
24, CN
10 4' 0)
-------- --- -----
W te�cf X 24
13 T B3
cr) (N
CN
Master Suite U')
I A 4-
(D t�5 I P
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------------ ------
ff 8' 8-1/2" DbI A24 6D L
Util
—1 .9— ):� 13 MCD E] 112
CMI) b H Bath M
26 28 24 -U-)
14!
CN
26
DbI 24
F.rn.
---------- d 5- )3- /2+ 91 911—,
n /�D- 60 bp pen rail �28 CD
22,',90 (N
T sound I olation CN
S
snd bd/roxul 5- 1
7- 21- 61 10-1/211 5' 11-1/211-A CD
F CN
3' 4'-R-- 3' 4"-�- G
(N C-n
CN
B4
Bonus/155
Girder Truss 2') 2 x 6,' Girder Truss ',(2)2x6
egress
A!l vented fre L
2020 egress 2020 2640 SW-2 � 4040 he SW-2
vented
440 he
:7. .21 W 3' 0"--L4' 0"--�--L3' �1 0L -1/29-2' 8%4�10-1 -9, 1-1/��,L-4' 0'--� 1-11-i
41 2 7- 5' 41 3"
L42' 0"
Second Floor Whole Hs Fant Label shall be
fixed to control that readsi
Whole House Ventilation
Length of Dryer, ted See Operatin
,,? instructions
po 0
per �IRCM �151 .5 12012 IRCM 7.32
t1j:L; I rw-44- LLI-93W
Carbon MonoxIda Dectector per 816
Smoke Dectector per 314
)Z� Surface mount light
J3 Recessed can light
)�m 60 ofm exhaust fan to ext.
X- xxx ofm spot/whole he exhaust
vlos Vent To Outslde
Fan/Light Combo
Single pole switch
3 way switch
Duplex outlet
220 volt outlet
Ground Fault Interupt
Frost Proof Hose Bibb
All wells indipated
to be SW- 1, UNA
STRL)CTURAL LEGEND
Headers 1x8 OF2 U.N.O. 2nd floor
GLB, 24F V4 U,N.O.
— - — - — -- Dbl F.J
Beam
SW-1
Shearwall
-1 Hold Downs
NOTEr All metal In contact with treated wood
Shall be approved for such contact
Addiflonal Space on Sheet AS-8 & StrUctural Notes attached
NOTE. Notching and Boring holes in studs
For Interior and Exterior walls
per 2012 IRC R802.6 (1) & R602.6 (2)
2 Story — 2 Car — 42x38.5 — 2597 sf — GL — Lots 4, 11
resist 200 lb load any d1rectlon
Un
2x Joist N 111—
Recess
Into floor
w/solld blocking
1 (8) 16d as side
RAIL WALL END STUDS
Section Mew 1/2" - P 011
Roof Plan
STRUCTURAIL REVIE
THIS DRAWN' "' 'E" IET"'I'D FOR
'T .. TUAL RE.UIFE.EN E CNL, PER
THE ATTACHED RELEVANT DOCUMENTS
JOB# o9og DATE:��ts
UPSTATE ENGIINEERING
(206) 280-4715 - WM
VOID IF STAMP INK NOTI`IC��
E
W
.0
A
0
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REVISIONS
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= -0
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= -I-- ;,-
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W
RESUB
JUL 2 5 2018
SUMMEEP E
DCIPDSNT
W&L M "
M SoLm VLM
ART KQLS FER "
SWATM PER "
W��
= R" TRES) W
STLO
TRLISSES OR RAFIE85 EARALLEL TO WALL
SHEMWALL � SHEAWAU- �
now FrT s3um) uso TWIIT KT 93-M
-N — BMAMY IVX-S FEII PLAN -N — SCUMMY W-S M PLAN
RDOP SWATHDIG ROOF SHEATHDoo Pat
s's"
rTRUSS 0400) PER
WNTBLUS
PLAN SOLID 5100 w/
CD- led a STUD
vrm= w/
16d EA STA)
TRUSSES PERPENDICULAR TO WALL
LOW ROOF �SHE;AR TRANS�FER—TYP
F
(1�� 1/2" - 1' 0"
resist 200 Ib load any direction
Recess
Into f oor
w/soild blocking
Underlayn-ent
2x Joist z7L(
& 18 RAILWALLIENDS IDS
Se&)on view V 0"
-ELL
(8) 16d eal
2 Story — 2 Car — 42x38.5 — 2597 sf
Shas ... 11 per pl.,
"A Stud continuoUs from
b om to top plates
each side of penm,,Z!LSTA21 �/ 10d cant- & Edge
(typ 2) f opening (typ 4)
panel edge nalllng�i
'u"
...DOW OPE- .1_11
2x flat blocking
between studs
as required (tWp 4)
j' Holdown per plan
Holdown per plan PERFORATED SHEAR WALL DETAIL
—EEK �_�A
(D 1/3 11 0.1
CATHEDRAL CEILING FALSE BEAM DETAIL
1/2" - 1' 0"
12
-�: " a
24" o,c,
Eng'd Truss (typ
R-49 F.G, Insulation
20+ yr F,G, roofing
15# roofing felt
7116 OSB sheathing x8 Rafters 9 24" o,c.
Insulation baffles Insulation baffles
Dbl 2x top plate
4x8 #2 DF header
C
�9
or as noted
0.
a)
CL
2x F,J, per plan r—
CL
Insul Hdr R-10
lid Blocking Framed roof olid Blocking
lx8 Fascia 2&dl '10 oc",
28g Alum, Gutter
8d Galv, Q 6" o.c, C
diaph, to top plate) C
if within 5' setback C
no vented blocking
use Cor A vent/Smartvent opt
I hr const per IRC
8" Horz. Hardboard Lap Siding on 7# felt
7116 OSB corner sheath nail 8d 9 6" edge/12" field (typ)
or per engineer cales for shear
2x6 studs 16" o,c, #2 HF or better
R-21 F,G, insulation attach stub or use 4 mil vb
1/2" GWB
2x6 base plate, w/115d 8" o.c, & 16d 9 6" o,c, slant nail
2xI0 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�38
6" & 8" pe fnd we 1 #4 18" o,c. horz. & vert. min
6xl2 & 8xI6 foot.r�� Over 2' Ht - #4 10" o,c, horz,, 16" o,c, vert.
er . -
Slope grade 9 1/4" per foot away from foundation
one, connect to approved discharge to daylight
4' perimeter drain in st — /-
4' die. tightline roof drain separate from perimeter footing drain to daylight
IS' min Crawl space, 12' min under beams
6 mil black vapor barrier with 12' 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
LSIJ 210 Hngr or A35
each stringer (typ) C9
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
handrail with 1 1/2" min, space to "all
Return ends to wall or terminate at
post per R311,7.8.2
Rail 34"-38" above stair
2x treads and Ix risers-�!��
8" sphere does n
Guard/Handrail to sustain pass through
200 lb load 4" sphere does
Balusters to sustain 50 lb load pass through
Hdr
0
LO
co 3s�ill
or
from nose of fread
2x4 16" o,c, studding
anchored to stringers and floor
GWB both sides continuous
38" wide min, landing
LSU 210 Hngr or A35
2x 12 Stringers
10., t ... d ( in 10")
Max, 7 3/4" rise
w/ 3/4" to 1 1/4" nosing
Fireprotect enclosed under stair walls
and soffits with 1/2 OWS
Firestop Adjacent walls per R302.11
TYPICAL STAIR DETAIL
Per R311.5
1/4" - P 0"
TYP WALL /
WINDOW SECTION
2nd Floor
1/4" - 1- 0"
�TRUQTQRAL REY�E=W
TH1111
�AW G, A1,11E.I REV,1E.W11 IOR
�Ly PER
Tk G"NAL 1Eo E�T
TH� ATtACHED RELEVANT DOICUIVE
_N �T
j08# 0�oq DATE 7
P,EVIEWED By--
, E R,��
UPSTATE L�Gl-
(206) 260-4715 - S-i-ITIPst8 cOm
VOID IF STAMP INK NOTRED.
NOTE,
Splice and nail top plates as shown at all
Exterior wells, shear wells end at each
floor level and at roof,
TOP PLATE SPICE ELEV,
E
S F
<
7
"00
REVISIONS
N
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CD
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--RESUB
JUL 2 5 2018
89MME
OVEDPO.W
SWMW� PER "
TIG14T FIT Soup &W
BMWARY MLS PER �N
R� SWEADW MR "
C PER FLA
OR RMF � W/
STUD
TRUSSES OR RAFTERS PARALLEL TO WALL
�W� MR � W� FER �
TIGHT FIT Soup M" TIM - Frr SOUD SUM
�y �s MR " Al �Y �S MR
S�A"
�ROOF %EATHDID PER "
961,
TRUSS MR01 MR
2X G�
R� � PER kAN SmUm BLXG W/
M a STUD
a UEXER W/
�T.
TIUSSFS 1ERIENDICULAR TO WALL
MLOW =ROOF SHE�A`RT�RANSFER-TYP
2
1/2" - 1' 0"
resist 200 lb load any d1rection
Flecess
Into floor
w/solid blocking
2x JoIst Underlayrnent r
18 RAIL WALL END STUDS
Section Mew 1/2" - 1' 0"
(3) 16d ea side
Shearwall per p
'Ing Stud continuous from
bottom to top plate.
each side of opening /�LST.AP21,,w,/,l0d Center & Edge
(typ 2) of a yp 4)
Hdr per plan
,n
panel ad,,. rlhng�
Full Hight
WADOW 018111G]
El
1�
x flat blocking
�t—n studs
s required (typ 4)
foldown per plan
___J
Hold— per plenr —'�
PERFORATED SHEAR WALL DETAIL
REVISED PLAN APPIR
CITY OF EDMONDS BUILDING
PLANS
DATE
CATHEDRAL CEILING FALSE BEAM DETAIL
1/2" - 1' 0"
2 Story — 2 Car — 42x38.5 — 2597 sf — Lots 2 4 9 11
12
20+ yr F.G roofing
6
15# roofin� felt
x8 Rafters (?
7/16 OSB sheathing x8 Rafters 9 24 O.C.
24" 0-c,
Eng'dl Truss (typ
Insulati
Insulation baffles Insulation baffles
R-49 F.G. Ins:ulation
olid Blocking
roof oli
lid Blocking Framed roof
lx8 Fascia 2x6 ai. 'Id'
Dbl 2x top plate
26g Alum, Cutter
4x8 #2 OF header
8d Galv, P 6" o,c,
C
0
C).
or as noted
diaph. to top plate)
if within 5' setback
CL
no vented blocking
use Cor A vent/Smartvent opt
r const per lRr
8" Horz. Hardboard Lap Siding on 7# felt
7/16 OSB corner sheath nail 8d 9 6" edge/12" field (typ)
x: per p an
or per engineer calcs for shear
r— 2x8 studs 16" o.c, #2 HF or better
Insul Hdr R-10
R-21 F,G, insulation attach stub or use 4 mil vb
C
1/2" GWB
24 base plate, w/18d 8" o,c, & 16d 9 6" cc. slant nail
2x10 Rim joist with 3 16d each joist
2x6 pressure treated sill plate
Simpson A35 9 32" cc.
-M-udsill
Anchor or AR per schedule
Slab on grade
8" pc fnd ll
#4 18" o.c, horz, & vert. min
8x15 foot.r�
Over 2' Hi - #4 10" o,c, horz, 15" o,c, vert.
31ope grade Q 1/4" per fOOt away from fnd
4' cla, tightline roof drain
seperpta'from perimeter footing drain to daulight
6 mil black vapor barrier
witti-i2' lap seams
TYPICAL 2 STORY SECTION
1/4" - 11 011
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 (tgp)
8' 8' min. clearance
to nose of tread
Firestop adjacent walls per 70821
At all stair locations
1 1/4" - 2" dia. continuous full length
handr'ail 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
2x treads and Ix risers-�!!��
or
from nose of tread
2x4 16" o,c, studding
anchored to stringers and floor
GWB both sides continuous
35" wide min. landing
LSU 210 Hngr or A35
2x'2 Stringers
10" tread (min 1011)
Max, 7 3/4" rise
w/ 3/4" to 1 1/4" nosing
6" sphere does not� ' Fireprotect enclosed under stair walls
Guard/Handrail to sustain pass through k and soffits with 1/2 GWB
200 lb load 4" sphere does no k t Firestop Adjacent walls per R302,11
Balusters to sustain 50 lb load pass through
TYPICAL STAIR DETAIL
Per R311.5
1/4.1 - 1. 01.
Hdr
0
'S: ill
TYP WALL /
WINDOW SECTION
2nd Floor
1/4" - 1' 0"
NOTE,
Splice and nail top plates as shown at all
Exterior walls, shear walls and at each
floor level and at roof.
TOP PLATE SPICE ELEV,
1/4" - P 0"
:WEOFOR
ONLY PER
E
U
LO
'S !� -8
C)
N
REVISIONS
r"
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Up
;�ZT EERING
�206) 2804715
VOM 'F STA INKNOTRED.
Upstate Engineering Services
PO Box 952 Lynnwood, Wa 98046
(200) 280-,1715 UpstateEngineer9gmaftcom
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 1600 PSF BEARING CAPACITY.
BOTTOM OF EXTERIOR FOOTING SHALL BE T-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 M01STURE CONTENT DETERMINED
BY ASTM D-1657 TEST PROCEDURES.
CONCRETE fC = 2600 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 #6 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 A X W1 A, LAP ONE FULL MESH AT SPLICES
TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
BEAMS AND POSTS (4x.- AND GREATE% DF-L#2
JOISTS III STUDS (2x—): HF#2 III STUD
GLUE LAMINATED BEAMS (GLB) 24F-V4 (241748 @ 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 TP,I, AND THE IBC, ALL CONNECTIONS PER
IBC TABLE 2304.9.1.
ROOFDIAPHRAGM INSTALL MINIMUM 1/2'CDX PLYWOOD (32/16) OR 7/`I6'OSB SHEATHING,
NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d
AT 6' OC, AND INTERIOR SUPPORTS WITH 8d AT 12' OC,, 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
10d AT 6" O.C, AND INTERIOR SUPPORTS WITH i0d 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 CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED,
DO NOT SCALE DRAWINGS, PRE -FABRICATED ITEMS TO
BE HANDLED AND INSTALLED PER MANUFACTURERS 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
Site Class, D
S1 = 0,493
SEISMIC DESIGN CAT, D
SIDS = 0.84
SEIS, FORCE RES, SYS, A.15.
SD1 = 0.60
DESIGN BASE SHEAR = 8324 lbs
CS = 013
RISK CATEGORY 11
R=6B
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
(205) 280-4715 UpstateEngineerL:)gmail.com Job # 0809
(1) Simpson or equal, Locate at end of shearwall u,nHo, 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: 8di0,131"x2 1/2", 10d=0,i48x3",
12d=0,148'I 1/4", 15d=121,11532I 1/2", 10d Sinkers=0,148"x3 1/4"
(5) Install Hi's on all trusses/rafters, A35's at 2,V o,c, gables &
rim joist (or solid blkg) to top plate (sill plated at fnd) UNOj When
specified spacing is less than 24" o,c,, install A35's at roof solid
blking to SW top plate, and install H I 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)= 16d 9 6" oHc, 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.0,
Mark
Vertical
Horiz,
Hold down /
Strap *(i)
Fasteners to
(2)-Studs Min UNO
Foundation
Anchorage *(1)(4)
Comments
T-1
STHD14/14RJ
(38)/(30) - 165d
N/A
SHEARWALL
SCHEDULE
Sheathing- Applied to
Sheathing Edge Nails #5
Roof to Top Plate
Sill
Plate
Anchors w/
Mark
2x HF studs Q 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 *(5)
see
note
*(8)
SW-1
71115"
OSB
8d
Q 5"
o,c. (12" oHc, fld,)
15d 9
12" o.c:
H I Q 24" o,c,
5/8"
dia
x 10"
AB's Q 60" o.c,
or A35 9 24" oHc,
SW-2
7/16"
OSB
8d 9 4"
oHc, (12" o,c, fld,)
16d Q
8" o.c.
A35 Q 20" o.c,
5/8"
dia
x 10"
AB's Q 48" o,c,
SW-3
7116"
OSB (-X7)
8d
9 3"
o,c, (12" o.c, fld)
115d Q
5" o,c.
A35 Q 15" o.c,
5/8"
dia
x 10"
AB's Q 48" o,c.
SW-4
7/ 15"
DSB (*7)
8d
Q 2"
oHc. staggered
15d 9
4" o.c.
A35 9 12" o.c,
5/8"
dia
x 10"
AB's 9 15" o,c,
(12" o,c, fld,)
RSW
7/15
DSB Both Sides (*7)
8d
9 2"
o,c, staggered
I
See Detail 1
A2
1
1
(12" o,c. fld)
I
THIS DRAWING HAS BEEN REVIEWED FOR
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELEVANT DOCUMENTq.
JOB# DATE / r y
_"kj_ q / z--fA
REVIEWED :L�;
UPSTATE ENGINEER—
(206) 280 4715 - selim @UP5tB C
VOID IF STAMP INK NOT RED
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CD
CD :9 1
REVISIONS
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—RESUB
JUL 2 5 2ola
B L
ITRIOGF DEPAORTM
ED.M Dr
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 V 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 evenly between
for attics, and at each cavity for cathedral roofs
Net Vent, 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.
Screen, 1/4' corrosion resistant metal mesh required
Gable and Roof Ventst locate as high as possible. Crawl
space vents: minimum I square foot per 150 square foot
of foundation area,
Source specific ventilation systemst required In kitchen,
baths, separate toilet rooms, spa, and other rooms with
excess moisture. Source specific fans must be controlled
by a manual switch and dehumidstat, timer or automatic
control which must be readily accessible, Kitchensi
minimum 100 cfm Bathroomsi minimum 50 cfm
Whole house ventilation systemsi required with automatic
and manual overide controls capable of allowing
continuous and intermittent operationj 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, CFM, minimum 15 cfm in each
bedroom plus 15 cfm for combined living area Sone
rating] maximum 1.5 at 0.1 inch water gauge. Fan cfm flow
rating: 0,25 inch water gauge static pressure. Duct
terminations; terminate outside the building with back
draft dampersl 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 fen.
Air Inletst outdoor fresh air to be screened and
protected from entry of insects, leaves and debris
Locate away from noise and air pollution; 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 supplgi integrated with
furnacej with 5" diameter duct from exterior to return
air plenum with manually adjustable flow damper; furnace
fan to be operated by 24 hour clock. Proof of
performance testing and letter of compliance required
for inspection.
Mechanical Penetrationsi to be caulked/foamed and sealedj
with firestops as required; exterior wall electrical
boxes sealed or gasket provided at device plates,
Rim Joisti to be sealed at heated floors or covered with
exterior infiltration wrap such as tyvek and fully insulated,
Recessed Light Fixturesi 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 Berrieri 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 86
lapped joints, or low perm rated (1 or less) interior
paint (show proof).
Crawl Space Vapor Barriero 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)j used properly stapled
faced batts or separate vapor barrier as described
above; use rigid insulation board behind recessed wall
fixtures; under floor insulation support by twine, lathe
or other means not relying on batt compressionj attic
access doort insulate, weatherstrip and baffle, concrete
grade slab; insulate 24" perimeter with R-10 rigid foam
board with interior and exterior thermal breakl alternate
basement wall insulation: 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- 16, pipingi hot
water, steam heat and recirculating hot water pipes to be
insulated with R-3 according to WSEC table 4-1
R312.6 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 i inch diameter (102mm) sphere where such
openings are located within 24 inches (610mm) of the finished
f loor.
Exceptionsi
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 spaces
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 wafer heating
equipment
2 Story — 2 Car — 42x38.5 — 2597 sf
GENERAL SPECIFICATIONS
ADDRESS SIGNSt prominently displayed in contrasting
color, plainly visible from the street.
SAFETY GLASSt 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 etg glassi 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 & SHOWERt firestop showers minimum
30" D. with surfaces of 1024 S.1, 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.
STAIRSt (perR311.5) risers 7 3/4" maximumj 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" GWB on walls and
ceilings under stairs; firestop between
studs and stringers; provide minimum 6' 8" clearance
height from tread nosing to ceiling vertically.
TRUSS DRAWING& by truss manufacturere/supplier
Shall conform to the design specs for light metal plate connected
wood trusses as adopted by the Truss Plate Institute (TIPI).
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 250 lbs
ENERGY CALCULATION& and Insulation R values by others
FOOTING& exterior footings to extend 18" below gradej
interior crawlspace footings to extend 8" below gradej
strip all decomposable forming material before backfilling.
GARAGE APPLIANCESi all electrical devices (swithces,
burners, and pilots) minimum 18" above floorl appliances
to be UL approved with auto shutoff switchi protection
bollard ducting 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 basal extend pressure
relief line from valve to exteriorl HW tank to be labeled
1987 NAECA,
HARDWAR6
All finish hardware shall be Schalge or approved equal.
GARAGE FIRE SEPERATION WALLi . Type W.
5/8 GWB 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" GWIB 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 desinger f or
resolution prior to proceeding with the work, Written
dimensions shall have precedence over scaled dimensions,
FIREPLACEi UL Approved with label displayedl installed
according to manufacturers specifications; glass doors
installed with fight fit.
OPTIONAL GAS FIREPLACE Must be UL approved with label
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 Dectors required outside ea 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
f ollowsl
Diaphragm Boundary and over
exterior walls and shear wells: 8d 9 13"o.c.
All supported edgesi 8d Q 6"o.c.
Field: 8d 9 12"o,c,
TYPICAL FLOOR SHEATHINGi
3/4" T&G, COX Plywood, index 40/20, unblocked, laid up w/
face grain perpendicular to framing below, stagger end joints.
Nail as followst
Diaphragm Boundary and over
exterior walls and shear wallst 8d 9 6"o.c,
All supported edgesi 8d 9 15"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
Field protect all cut surfaces of lumber with preservative which
shall be applied In accordance with manut'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 Sac R820 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 coat prime and 2 coats finish pant.
Provide 6/8' Ext plywood w/BIdg 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 Assoclationi
Beam #1
Joists & Rafters #2 SLR—Wa�ffl L �I�EI!IITM
Studs & Plates Construction TH19-1)RAVVING HAS BEEN REVIEWED FOR
STRUCTURAL REQUIREMENTS ONLY PER
YHF ATrAG EVANT DOCUMPNTS1
'130MLDAT -71L
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REVIEWED BY -.L�
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RESUS
JUL 2 5 2018
111%,196F 11EPARTMENT
EDMONDS
Window, Skylight and Door Schedule
Window, Skylight and Door Schedule
Project Information Contact Information
Mietzner Home Builders, LLC Mike Mletzngr
244th at Edmonds Mlkem@mletznergroup.00m
42' plan 425 212-2491
Wldthl-lelght
Ref. U-factor QtFealnFeelnch Area UA
Exempt Swinging Door (24 sq. ft, max.) 030 1 2 86 8 17B 538
Exempt Glazed Fenestration (16 sq. ft. max.) 0.0 0.00
Vertical Fenestration (Windows and doors)
Component
WIdthHeIght
Description
Ref. U-factor
QtFeeInFesinch Area UA
6040 he
030
'1 5
4
20.0 6.00
4040 he
030
2 4
4
32.0 9BO
4046 he
030
1 4
4 6
18.0 5AO
6040 he
030
1 6
4
20.0 6.00
4050 he
020
'1 4
5
202 6.00
4060 he
030
2 4
6
48.014.40
6M he
020
1 6
6
302 9.00
3060 sh
030
2 3
5
30.0 9.00
2020
020
6 2
2
24.0 720
2640
020
1 2 64
10.0 320
8016
030
2 3
1 6
9.0 2.70
SWO store
020
1 3
8
24.0 720
60M sgd
000
1 6
8
48.014.40
Sum of Vertical Fenestration Area: 333.0 UA: 99DO
Vertical Fene M
overhead Glazing (Skylights)
Component WidthHeight
Description Ref. U-factor QtFeelnFeeInch Area UA
0.0 020
Sum of Overhead Glazing Area 00 UA: 090
overhead Glazing Area Weighted: 0,00
Total Sum of Fenestration Area and UA (for heating system sizing calculation Area: 3508 UA: 10523
2 Story - 2 Car - 42x38.5 - 2597 sf
Simple Heating System Size: Washington State
This heating system sizing calculator Is based on the Prescriptive Requirements of the 2016 Washington State Energy Code (WSEC)
Contact Information
Mike Mletzner
mikem@mletznergroupwm
426 212-2491
Instructions
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ft)
Average Calling Height
Instructions Average Ceiling Height (ft)
Instructions
Instructions
Attic
instructions
Single Rafter or Joist Vaulted Callings
Instructions
Above Grade Walls (see Figure 1)
Instructions
Roors
Instructions
Below Grade Walls (see Figure 1)
Instructlons
Slab Below Grade (see Figure 1)
Instructions
Slab on Grade (see Figure 1)
Instructions
Instructions
Design Temperature Difference (?T) 46
?T = Indoor (70 degrees) - Outdoor Design Temp
2,597
Conditiored Volume
85 22,076
U-Factor X Area = UA
030 351 10530
U-Factor X Area = UA
050
U-Factor X Area = UA
0.026 1,460 3796
U-Factor X Area
UA
No selection
U-Factor X Area
UA
0.056 2,36B '132.61
U-Factor X Area UA
0.029 1,460 4234
U-Factor X Area
UA
0,042 ---
F-Factor X Length
UA
0570
F-Factor X Length
UA
0540
Duct Leakage Coefficient
1.00
Sum of UA 31821
Envelope Heat Load 14MB 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 26)504 Btu / Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load 25,604 Btu / Hour
Ducts In unconditioned spece: Sum of Building Heat Loss X 12
Ducts In conditioned space: Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 35,1346 Btu / Hour
Building and Duct Heat Loss X 1A0 for Forced Air Furnace
Building and Duct Heat Loss X 125 for Heat Pump
Prescriptive Energy Code Compliance -All Climate Zones in Wa
Project Information Contact Information
Mletzner Home Builders, LLC Mike Mletzner
244th St Edmonds mikem@mletznergroupcom
42' Plan 426 2`12-2491
This project will use the requirements of the Prescriptive Path below and Incorporate the
the minimum values listed. In addition,,basgol 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
R-Valuea U-Factora
Fenestration U-Factorb n/8 039''
Skylight U-Factor n1a 050 "
Glazed Fenestration SHOC n1a n/a
Celllngk 49J 0.026
Wood Frame Wailgmn 21 Int 0.056
Mass Wall R-Valuel 21/21h 0258
Floor 30g 0229
Below Grade Wallcm 10/15/21 Int +,0.0.42
Slabd R_Value & Depth 10, 2 ft n/a
'rable R402.11 and Table R402.13 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 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 6WO square feet of conditioned floor area.
4. Additions less than 600 square feeb 5 credits
Table R4062 Summary
Option Description Credlt(r)
la Efficient Building Envelope la 05
to Efficient Building Envelope 'Ib 1.0
to Efficient Building Envelope lo 20
ld Efficient Building Envelope Id 05
2a Air Leakage Control and Efficient Van 0,5
2b Air Leakage Control and Efficient Van 10
2c Air Leakage Control and Efficient Van 15
Sa High Efficiency HVAC Sa 1.0 1.0
3b High Efficiency WAC 3b 1.0
So High Efficiency HVAC 3c iB
3d High Efficiency HVAC 3d 'I.0
4 High Efficiency HVAC Distribution Sys 1.0 110
5a Efficient Water Heating 6a 05 Ob
5b Efficient Water Heating 6b 1,@ 1.0
5c Efficient Water Heating 5c 15
6d Efficient Water Heating 5d Ob --
6 Renewable Electric Energy 05 *1200 kwh 0.0
Total Credits 350
*Please refer to Table R4062 for complete option descriptions
Table 14402.11 Footnotes
For SI: I foot x SN2 mm, 01 � continuous Insulation, Int In
WSEC 2015 Energy Code Compliance Sect. R401
Glazing Is less than 25% of conditioned floor area
Zone 6 climate zone
Prescriptive Option 1: Windows UM, Walls R_21; Ceiling R49, Floor R-30, Slab 10/16/21+TB per Table R402,11
Provide depth markers for blown attic Insulation
Windows will be U aO or better. Overhead glazing: U 50. Doors: U20
Ducts outside of conditioned space will be sealed and tested to RS-33 per IRC
Ducts In oonditlonedspace will be insulated to R-M or as close as possible
8% total, 6% to exterior or less
Ducts tested per R4033
A continuous air barrier shall be Installed on the bldg 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 WAC system per R403.1.1 - all other adjustable
ENERGY CREDITS
3a - Gas Furnace - 94% efficiency - Max 35,846 BTU - 1 energy credit
4 - Fumace/ducts Inside conditioned space - I energy credit
5a - flow restrictions 1.76/1 gpm - 5 energy credit
6b - Tankless Gas HW will be provided with min EF; 74% rating for 1 energy credit
Vapor Retarder for Bldg Envelope per R702.7 - 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 Flouresoent tubes will be R8 0' 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 2016 WSEC to <= 6 ACH @ 2 In pressure (50 Pascals) w/sIgned report
Water Supply piping shall be Insulated to min R3
Exhaust openings must be 3' away from all openings.
Max equivalent length of Dryer vent Is 36 (excluding vert transitions)(reductions for 45d and 90d elbows)
Ventilation: '160 cfm @ 601% run time per NM50733 located upstairs Hall Bath
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Window, Skylight and Door Schedule
Window, Skylight and Door Schedule
Project information Contact Information
IvI19tzner Home Builders, LLC Mike Metzner
T24 th st Edmonds MikenxZ-mletznergroupoom
iplan 425 212-2491
WidthHelght
Ref. U-factor QtFee]nFeelnch Area UA
Exempt Swinging Door (24 sq. ft. max) 030 1 2 86 8 178 5.33
Exempt Glazed Fenestration (15 sq. ft. max) 00 0.00
Vertical Fenestration (Windows and doors)
Component
W1dthHeIght
Description
Ref. LI-factor QtFesInFaa1nch Area UA
6040 he
030
1 5
4
20.0 6.00
4040 he
030
2 4
4
32.0 9.60
4046 he
030
1 4
4 6
18.0 5AO
5040 he
0.80
1 5
4
200 6,00
4050 he
020
1 4
5
20.0 6.00
40M he
030
2 4
6
48.0 14AO
5" he
M
1 5
6
80.0 920
3050 sh
030
2 8
6
30.0 9.00
2020
020
6 2
2
242 720
2W
030
1 2 64
10.0 8.00
3018
030
2 3
1 8
90 2.70
3080 store
030
1 3
8
24.0 720
6M sgd
030
1 6
8
48.0 14AO
sum of Vertical Fenestration Area: 3,93.0 LIA: 99,90
Vertical Fans 030
Overhead Glazing (Skylights)
Component WIdthHeIght
Description Ref. LI-factor QtFeeInFeelnch Area UA
010 0.00
Sum of Overhead Glazing Area 00 UA: 020
Overhead Glazing Area Weighted: 020
Total Sum of Fenestration Area and UA (for heating system sizing calculation Area: 3508 LIA: 10523
2 Story - 2 Car - 42x38.5 - 2597 sf -
Simple Heating System Size: Washington State
This heating system sizing calculator Is based on the Prescriptive Requirements of the 2015 Washington State Energy Code IWSEC)
Contact Information
Mike Mletzner
mikem@mletznergroupcom
425 212-2491
Instructions Design Temperature Difference (711 46
?T = Indoor Vo degrees) - Outdoor Design Temp
Conditioned Floor Area
Instructions Conditioned Floor Area Isq ft) 2,697
Average Calling Height
Conditioned Volume
Instructions Average Calling Height (ftl
22076
U-Fector X Ama = UA
Instructions
030, 351 10520
L�Facfbr X Area = UA
Instructions
Attic
LI-Factor X Area LIA
Instructions
OM 1,480 370
Single Rafter or Joist Vaulted Callings LI-Factor X Area UA
Inst-uctlons
No selection
Above Grade Wells (see Figure 1)
L�Factar X Area UA
Instructions
0066 2,968 132.61
Floors
LI-Factor X Area UA
Instructions
M9 383 1`111
Below Grade Walls (see Flguro 1)
IJI-Factor X Area LIA
Instructions
0042
Slab Below Grade (see Figure 1)
F-Factor X Length UA
Instructions 11
0570
Slab on Grade (see Flgure�l
F-Factor X Length * UA
Instructions
0540 157 84.78
Inst,uctlons
Duct Leakage Coefficient
Sum of UA 37176
Envelope Heat Load 117,1011 Btu / Hour
Sum of LIA X ?T
Air Leakage Heat Load I M,7 Btu I Flour
Volume X 0,6 X ?T X b18
Building Design Past Load 28)W7 Btu / Hour
Air Leakage + Envelope Heat Lose
Building and Duct Heat Load 28)W7 Btu / Flour
Ducts In unconditioned space: Sum of Building Heat Loss X11.10
Ducts In conditioned space: Sum of Building Heat Loss X I
Maximum Heat Equipment Output 39294 Btu / Hour
Building and Duct Heat Loss X 1A0 for Forced Air Furnace
Building and Duct Heat Loss X 125 for Heat Pump
Lots 2 4 9 11
Prescriptive Energy Code Compliance -All Climate Zones in Wa
Project Information Contact Information
Mletzner Home Builders, LLC Mike IvIetwer
244th St Edmonds mlkem@mletznergroupoom
42' Plan 426 212-2491
This project will use the requirements of ithe 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 Da
All Climate Zones
R-Valuea LI-Factorh'
Fenestration U-Factorb n/a 030
Skylight IJI-Factor n/a 0150
Glazed Fenestration SHGC n/a n/a
CeI11ngk 49J 0.026
Wood Frame Wallg,mn 21 Int 0.056
Mass Wall R-Valuel 21/21h 0258
Floor 309 0,029
Below Grade Wallem 10/16/21 Int + 0.042
Slabd R-Value & Depth 10, 2 ft n/a
*Table R402.11 and Table R402.1S 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 1600 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 #8. Exception: Dwelling units ser
3. Large Dwelling Unit: 45 credits
Dwelling units exceeding 5M square feet of conditioned floor area.
4. Additions less than 600 square feet: b credits
Table R4062 Summary
Option Description Credltis)
la Efficient Building Envelope la Ob
'Ib Efficient Building Envelope lb 1.0
Ic Efficient Building Envelope Ic U
Id Efficient Building Envelope ld 015
2a Air Leakage Control and Efficient Van ob
21b Air Leakage Control and Efficient Van 1.0
2c Air Leakage Control and Efficient Van 1 b
3a High Efficiency FIVAC Sa 1.0 10
31b High Efficiency HVAC 3b 1.0
3c High Efficiency HVAC So 15
3d High Efficiency HVAC,9d 1.0
4 High Efficiency HVAC Distribution Sys 1.0 1.0
5a Efficient Water Heating Sa 05 Ob
5b Efficient Water Heating 6b 1.0 1.0
5c Efficient Water Heating 5c lb
5d Efficient Water Heating 5d 05
6 Renewable Electric Energy OJ5 *11200 kwh 0.0
Total Credits 350
*Please refer to Table R4062 for complete option,descriptions
Table, R402.1.1 Footnotes
For 31: 1 foot � 304.8 mm, cl � continuous Insulation, Int x In
REVISED PLANAPPROVED
CITY OF EDMONDS BUILDING DIVISION
PLANS EXAMINER :Z�_
4,q/
I
DATE
WSEC 2015 Energy Code CompHance Sect R401
Glazing Is less than 25% of conditioned floor area
Zone 6 climate zone
Prescriptive Option 1: Windows 1_100, Walls R-21; Ceiling R-49, Floor R-30, Slab 10/15/21+TB per Table R402.1J
Provide depth markers for blown attic Insulation
Windows will be LI .90 or better, Overhead glazing: U 50, Doors: U20
Ducts outside of conditioned space will be sealed and tested to P&M 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 R4033
A continuous air barrier shall be Installed on the bldg envelope, seallIng all gaps.
Comers and Headers shall be Insulated
Seal Garage walls to conditioned space, recessed lights, envelope Jarnbs, knee walls, top plates and sills,
Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/geskalecl doors),
A 5-2 day proprarnmable thermostat will be provided for primary HVAC system per R403,1J - all other adjustable
ENERGY CREDITS
Sa - Gas Furnace - 94% efficiency - Max 89294 BTU - I energy credit
4 - Furnace/ducts Inside oondltlored�s
ppao@ �A-einergy credit
5a - flow restrictions 1.75/1 gipm - 5 energy credit
6b - Tankless Gas HW will be provided with min EF: 74% rating for 1 energy credit
Vapor Retarder for Bldg Envelope per R7027 - 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 Flouresoent tubes will be R8 0' 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 clucted (no joist bays)
Blower door test Is mandltory per 2015 WSEC to <= 5 ACH @ 2 In pressure (50 Pascals) w/signed report
Water Supply piping shall be Insulated to min R3
Exhaust openings must be 3' away from all openings.
Max equivalent length of Dryer vent Is S5 (excluding vert transitions)(reductlons for 45d and 90d elbows)
Ventilation: 160 cfm @ 6W16 run t1me per KM50733 located upstairs Hall Bath Ntll � R 011 "1,
MAR 13 2019
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REVISIONS
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