BLD2017-1342'A 1111111
08 LOT
OV ED4f
--k
rp
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
I S(0 PHONE. (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 12/31/2018 Penwt#: BLD20171342
BUILDING PERMIT
Expiration Date: 1213142#M Project Address: 8609 244TH ST SW #9, EDMONDS
'zq 000
Parcel No: WAITING FOR PARCEL
0111VI'Tl V14 APPLICAlT 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-1 C/O KENNETH J & AUDREY G DARWIN 11611 AIRPORT RD SUITE B-1
EVERETT, WA 98204 11611 AIRPORT RD SUITE B- I EVERETT, WA 98204
EVERETT, WA 98204
(425) 212-2490 (425) 212-2490 (425) 2 12-2490
LICENSE 4: MIETZBP878CJ EXP:02/11/2019
JOB DESC'?1P-F*N
NEW SFI�,PLUMBFNG AND MECHANICAL INCLUDED
VALUATION: $311,085
PERMIT TYPE Residential
PERMIT GROUPi 64 - Single Family Residence New
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION: VB
RETAINING WALL ROCKERY:
OCCUPANT GROUP:
OCCUPANT LOAD
FENCE: 1 0 X 0 FT.)
CODE 2015
JOTHER: ------- OTHER DESC:
ZONE: RM-2.4
INUMBER OF STORIES 2
IVESTED DATE:
INUMBER OF DWELLING UNITS: I
LOT R:
EXISTING ARFX
BASEMENT: 0 1 ST FLOOR 0 2ND FLOOR: 0
PRO POSH) AREA
A
ASEMENT: 0 IST FLOOR: 1137 2ND FLOOR 1460
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
E3RD FLOOR� 0 GARAGE: 383 DECK: 72 OTHER: 0
BEDROOMS: 0 BATHROOM& 0
1BEDROOMS: 5 BATHROOMS 3
FRONTSETBACK SIDESETBACK REAR S ETBACK
REQUIRED: PROPOSED: ��REQUIRED: I O'E PROPOSED: ITE IREQ7iRED: PROPOSED
HEIGHT ALLOWED:O PROPOSED 0 IREQUIRED: PROPOSEI)i
SETBACK NOTES -
PERMIT APPROVAL
IAGREETOCOMPLY WITH CITY AND STATELAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO
PERSONWILL BEEMPLOYED INVIOLATION OFTHELABOR CODE OF THE STATE OF WASHINGTON RELATING TOWORKMEN'S COMPENSATION
INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAK).
Print Name Date
Released By
1213112-Cle
Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBC I 10/ IRC 110.
= nRE = APPLICANT = ASSESSOR )� CrIFY
1�i
STATUS: ISSUED BLD20171342
CONDFUIONS
• Final approval on a projector 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 comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
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 7:00arn to 6:00pm on weekdays and 10:00arn and 6:00prn 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 Cbapter 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 indermify defend and hold
hanriless 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 deemed 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.
INSPECTIONS I
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, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00.005(A)(6)
I TO SCHEDULE INS PECTIONS
BUILDING
ENGINEERING (425) 771-0220 EXT. 1326
1. Go to: www.edmondswa.gov
Building Department Inspections
2. Then: Ser\Aces
are now scheduled online. If you
FIRE (425) 775-7720
3. Then: Perm its/Development
have difficulties, please call the
4, Then'. Online Permit Info
Building Department front desl for
PUBLIC WORKS (425) 77 235
5: If you don't have 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 leave 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-EXerior Wall Sheathing
• B-Roof Sheathing
• B-Window Flashing
• B-ShearNailing
� I . 62
• B-Height Verification
• B-Fire Stopping
• B-Frarning
• B-Wall Insulation/Caulk
• B-Insulation/Fnergy
• B-SheetrockNail
• B-Building Final
• F-Addressing Visibility
• F-Fire Final
• E-Erosion Control/Mobilization
• E-Storm Connect to Stub
• E-Water Service Line
• E-Driveway Forin & Slope Ver.
• E-Engineering Final
• 134)ther
Mlietzner Brothers Properties, LLC
244 th St Project, Edmonds — 11 Lots
Revised: 3/7/2019
To whom it may concern
MAR 13 9919
z f
The following changes have been made to all plan sets for all lots in the 244th 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 10/A2 added
A3: 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
,(jell t-�>qz,
DEVELOPMENT SERVICES
RESIDENTIAL BUILDING PERMIT
APPLICATION
121 5th Avenue N, Edmonds, WA 98020
City of Edmonds Phone 425.771.0220 2 Fax 425.771.0221
PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS
e , I qtl-M,
PROJECT ADDRESS (Street, S # Ci'ty Sta e, Zip): 7
P 'abol, 5�N
Parcel #: —
09110 3M 31 00J 02,03, 05
Subdivision/Lot
Project Valuation: $
APPLICANT:
miezoa
Phone:
F—ax:
F Z Z Y3
AdJr (Str et City State, ip
i� I I A rhiq�
E-Mai I Add res§: M 14 �7A Wt el
M i AR, Iml
PROPERTY OWNER:
Phone: ax:
Address (Street, City, State, Zip):
E-Mail Address:
LENDING AGENCY: N
Phone: 7
ax:
Address (Street, City, State, Zip):
E-Mail Address:
CONTRACTOR:* 5 4 M 9�'
Phone:
ax.
Address (Street, City, State, Zip):
E-Mail Address:
*Contractor must have a valid City ofEdmonds business license prior to
doing work in the City. Contact the City Clerk's Office at 425.775.2525
WA State Lic #/E Date:
(n I e:-7 Fz- I'F Is P, e6i"-_6 CT
City Business License #/Exp. Date:
L . I- , - ) -z- 3
DETAIL THE SCOPE OF WORK:
GWOA?
I
PROPOSED NEW SQUARE FOOTAGE
FOR THIS PROJECT:
Basement: sq. ft.
Select Basement Type: Finished L_J Unfinished L]
I" Floor: sq. ft.
Garage/Carport: sq. ft.
7' Floor: 41 (X 0 sq. ft. _
Deck/Cvrd Porch/Patio:
Bedrooms Full-3/4 Bath # -3 Half -Bath # -49�—
_77
-sq
Other: sq.
Fire Sprinklers: Y sEl
Retaining Wall: Yes L] No
Grading: Cut u. yds. Fill _____cu.yds.
Cut/Fill in Critical Area: Yes El No 5!T—
I declare under penalty ofperjury laws that the information I have provided on this formAcipplication is true, correct and
complete, and that I am theproperty owner or duly authorized agent of theproperty owner to submit a permit application to
th e City of Edm on ds.
Print Name: 1n1,Ct7AJW- Owner �4 Agent/Other El (specify):
Signature: Date:
FORMA LABuil ding New Folder 20 1 MONE & x-ferred to L-Bui Iding-New drive\Form A2014.docx Updated: 1/17/2014
% . I
OV EDAf
DEVELOPMENT SERVICES
RESIDENTIAL BUILDING PERMIT
APPLICATION FORM A
St.. lso�)
121 5'h Avenue N, Edmonds, WA 98020
City of Edmonds
Phone 425.771.0220 ft Fax 425.771.0221
Equipment Type
MECHANICAL
Appliance/Equipment Information (new and relocated) —FTtal
4�
Furnace
Gas #—LElec #—Other: # BTUs: <100k— >100k— Location(! �4
Air Handier / VAV
(circle selected)
Gas # Elec # Other: # CFM: <10k >10k Location(s)
AC / Compressor
Boiler / Heat Pump
Gas #—Elec #—Other:— #_ BTUs:—<100k, _100k-500k, _____500k-IMil
Roof Top Unit
HP: <3,_3-15,_15-30 Location(s)
(circle selected)
Hydronic Heating
Gas #—Elec #—In-Floor—Wall Radiant— Boiler BTUs: Location
Exhaust Fans (single
duct)
Bath #__�J_Kitchen #_LLaundry # J_Other: #
Fireplace
Gas #LElec #—Other:— #_ Location(s) Ci I'MA PNOOn -I 1�tFIA&r
Dryer Duct
Appliance Type
Appliance/Equipment Information (new and relocated)
Total #
AC Unit
BTUs: Location(s):
Furnace
BTUs: (900 — Location(s): Z_W JA
Water Heater J4 ,6 15i
BTUs: \101 W �Location(s): 'rAAKLE;55 )t,4J
Boiler
BTUs: Location(s):
Other:
BTUs: Location(s):
Fireplace/Insert
BTUs: � c6 , OM Location(s):
Stove/Range/Oven
Dryer
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.)
Water Service Line
Tub/Shower
Drinking Fountain
Dishwasher
Clothes Washer
Hose Bib
Backflow Prevention Device (e.g. RBPA, DCDA, AVB)
Water Heater Tankless? Yes
%
N`oE]
Hydronic Heat in: FloorE] Wall
49-
Floor Drain/Floor Sink
Other:
Refrigerator water supply (for water/ice dispenser)
Other:
FORM A L:\Building New Folder 20 1 OWNE & x-ferred to L-Building-New drive\Form A2014.docx Updated: 1/17/2014
HEIGHT CALCS
A = 459.04
B = 459.89
C = 461.20
D = 461.10
AVERAGE GRADE = 460.31
MAXIMUM = 490.31
PROPOSED PEAK = 487.58
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 = 74.27a
1 LOT 9 TOTAL IMPERVIOUS
2,008 SF
PROPOSE
SEWER Ll
PROPOSED
WATER METER
PROPOSED
WA TER
MAIN
Llil-%' 1 71-- 0 U [3),
OCT 0 5 2018
BUILDING DEPARTMENT
CITY OF EDMONDS
Zone—a/O -Z.4 Cornerl N _Flag_ZV
Setbacks
LeqL�i reA Actual
Front
--L'5�--
Sides
10 .
Rear
Other
Height
SCALE: I " = 20'
T!SiR!!!n
0 10 20
APPLICAATIOWNER
MIETMO? BR07HERS PROPER'nES, LLC
11611 AIRPORT ROAD, SUITE B-1
EVERETT, WA 98204
PROPOSED
CCIAIC-D
PROPOSED
-1 TY
NCH
3;:
EVIUM I I I' � a-,
MOU =4 -
BY PLANNING
12"
(TO
ABN
IN—F
SW 114, SEC 3 1, T. 27 N., R. 04 E., W.M.
244TH ST
DESIGNED BY. DATE. I SCALE: I JOB NO.:
JRC 09 11-2017 1"=20' 1 16-0800
LOT #9 EXHIBIT
Illm
INSIGHT ENGINEERING CO.
P.O. BOX - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@INSIGHTENGINEERING.NET
0 f
-61-D�aO17 (3 c/2,.-
UPSTATE
engineering
PQ BOX 952 LYNNA-%'000, 'A'A 98046
1?0(), 1?80-4715 F. (206) KIL-6?1�
SERVICES@UPST8.COM
STRUCTURAL CALCULATIONS RECEovED
SEP 2 8 2017
DEVELOPMENT SERVICES
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
i5/2-Di-4
JOB # 0809
Andrew M. Gahan, PE
9/612017
0 1
244th St SW - Google Maps
C;c -'112i'vjaps 244thStSW
lh.w
47,777654.-122 354783
244th St SW
Edmonds, WA
Imagery @2017 Google, Map data @2017 Google
United States 1000 ft
9/6/2017 Design Maps Summary Report
Design Maps Summary Report
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 cim on&*
MountlakeTetxace*
Bothpil
7, .1ndianola "Shoreline
3
4Jj5
Redmond
USGS-Provided Output
S, = 1.260 g S,, = 1.260 g S,, = 0.840 g
S, = 0.493 g S,, = 0.743 g S,,, = 0.495 g
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
VICt-j" Rvs:,,o�isc S:.cu!- im
Sic-c- 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
I Partitions
Live Load (pso
25
40
25
1
Dead Load (psq__
15
10
_10
1 10
1603.1.4 Wind Design %J_T a
Criteria MRAII
1. Nominal/Ultimate Wind Speed Vasd1vult 85/110 mph F 1609 3(3) [3721
2. Risk Category 1.00 A SCE 7 T 6-1[77]
3. Wind Exposure Category "B" 1609.4[373]
4. Internal Pressure Coefficient +/-55 A SCE 7F26.11-1[258J
5. Components and Cladding design pressure +/-16 psf A SCE 7 30.2 2 [316]
1603.1.5 Earthquake Design Data L3541
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 Seismic Design Map Online
S,
0.493
USGS Seismic Design Map Online
D
ASCE 7 T20.3-1[204]
SDS
0.84
EQ 16-39 [3871
SD1
0.50
EQ 16-40[3871
D
T1613.3.5(l) and (2) [3981
A. 15.
A SCE 7 T 12.2-1173]
8324 lbs
CS 0.13
R 6.5
Equivalent Lateral Force
11
General Lateral Design Criteria
Determination of Wind Forces
Determination of Seismic Forces
Allowable Stress Design Loads
Shear walls in the Front to Rear Direction
Shear walls in the Side to Side Direction
Shear flow calculations
Appendix
A SCE 7 EQ 12 8-2 [89]
A SCE 7 T 12.2-1[731
A SCE 7 T 12.6-1[88J
A SCE 7 T 11. 6-2 [69]
Version 7.0 Pg 0.1
Wind Desin (MWFRS - Simplifled Envelope 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 f3021
p.s = I KA PS30
mph 1609.3 [373], F1609.3(3) [372]
1609.4 [373]
ASCE 7 F 28.6-1 [304]
ASCE 7 F 26.8-1 [252]
ASCE 7 EQ 28.6-1 [306]
Minimum pressures shall not be less than assuming the pressures for ASCE 7 28.6.4 [306]
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 R
Eave Height 18.5 ft
Mean Roof Height, h 23.125 ft ASCE 7 26 2 [243]
Zone Pressures, (k)(DS30) ASCE 7 F 28.6-1 [3041
110
Horizontal Pressures
Vertical Pressures
Overhangs
0
A
B
C
D
E
F
G
H
EoH
GOH
1.
23.32
14.18
17.34
6.44
-6.82
-14.13
-S.10
I -ILS7
-16.05
-14.40
2
6.76
4.63
5.38
3.69
-0.22
-7.46
LSO
-4.94
-2.38
-2.721
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 lbd or 3 feet.
D
F x 37 �'
, � P sx*x:
x = A
Diavhraem (x = 2)
I.h.d. (ft) = 32.5
a (ft) = 3.2 5 Areas
2a (ft) = 6.5 Forces
Diaphraern (x-=
11
I.h.d, (R)
= 32,5
a (ft)
= 3.25
2a (ft)
= 6.5
Areas
Forces
Front to Rear
A
B
C
D
59
128
132+242
Fx 7038
'
Fxmin = 5610
Front to Rear
A
B
C
D
124
0__
271+
0
F, 7590
Fxmin = 3950
Side toside
A
B
D
75
51
2C28
36
F,, 6657
F..i.
Side to Side
A
B
C
D
104
237
0
F,, 66(
F,,.in 3500
Version 7.0 Pg 1.1
Seismic Design IBC 2015
Site Clasifleation, Criteria Selection, & Minimum Desien Lateral Force
Risk Category
11
ASCE 7 T6-1 [771
Seismic Importance Factor
lE
1.00
ASCE 7 T 1.5-2 [5]
Seismic Design Category
D
T1613.3.5(1) and (2) [3981
Site Class
D
ASCE 7 T 20.3-1 [204]
Short Period Acceleration
Ss
1.26
F1613.3.1(1) [388-9]
]-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]
Desian Spectral Response Acceleration Parameters
Site Coeffiecient, Fa 1'0 T1613.33(l) [387]
Site Coeffiecient, Fv 1.6 T1613.3.3(2) [387]
Substitute equations 16-37 & 16-38 into 16-39 & 16-40 respectively,
2
S DS' — . Fa*ss SDS = 0.84 EQ 16-39 [387J
3
2
S D1 =— . F V's 1 SDI = 0.50 EQ 16-40 [387J
3
Simplified 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 eaEh level ASCE 7 12.14�8 [1087
F,, = (w,,/W) V F, = 0. 142 x w., ASCE 7 EQ 12.14-12 [1091
Ffferfive -zekmir wpiaht k Farepe Me) nt T.Pvpl v
Diaphragm (x 2)
F,, = 4618
- ft27
roo 7=7
I floor arca (112)
story height (ft)
..if le.gti, (ft)
WX
1712
0
8.1
168
weight (lbs)l
25680
1 0
6804
32484
Diaphragm (x = 1)
F�, = 4346
roof area (112)
floorarea TO
=.177-ight (ft)
wall length (ft)
WX
150
114590
1459
9
154
weight (Ibs)
2250
6930
31514
Version 7.0 Pg 2.1
Allowable Stress Design 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.
Design Per 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 + E/1.4 , substitute ASCE 7 EQ 12.14-5 for E
P Q E - 0.2 S DS D
0.9 D + '
1.4
"0.9 -0.14 S D+ P
i DS, 1.4 Q E
, simplify & arrange variables
Where QE equals F,, of the respective diaphragm.
2301.2 [473]
2305.1 [488]
1605.1 [357]
1605.3.2 [359]
1605.1 [357]
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 Desien Loads. 1.3 Fx
For Kzt = 1.00
Front to Rear
Side to Side
Diaphragm
Force Obs)
Force Qbs)
x = 2
5490
5192
x = 1
5920
5196
Seismic Design Loads, (p/1.4) F,
p = 1_3
Diaphragm
Force Ohs)
x = 2
4288
x = 1
4036
EQ 16-22
ASCE 7 12.3.4 [831
Version 7.0 Pg 3.1
Allowable Stress Desien Loads For Wood - cont.
Sum the moments about the base of a shearwall, overturning shall resist,
2 W
(v-w)-h — D.— + P-W: for wind
3 2
(v.w)-h - 0.9 - 0.14 S DS' D --w + P -w forseismic
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
r%
(V x VO
Version 7.0 Pg 3.2
Wall Line
Level
(x)
01�1
Segment
Tributary loads
Wind
Seismic
Width
Height
wr
wra
wf
wfa
T(x)
T(x+l)
T(x)
T(x+l)
Seis max
2
F-R
Wind
VD(x+1) [lbs]
% 50%
VDW Pbs] 2744.96
VT(x) [lbs] 2744.96
L 34.50
n 80
2015 SDPM'S SEISMIC MAX
TNtAX(x) [Ibs]
Seis
50%
2143.94
2143.94
34.50
62
34.50
8.1
-511
1 -842
1
����Mmmm
Wind Seis
VD(x+l) [Ibs]
%
VD(x)[lbs]
VT(x)[lbs]
L
n
2015 SDPAA7S SEISMIC MAX
TMAX(x) [Ibs]
MMENENMMMM�
Wind Seis
VD(x+],)[lbs]
% I M-M
VD(x)[lbs] 2744,96 2143.94
VT(x)[lbsi 2744.96 2143.94
L 21.00 2 1.00
n 131 102
2015SDPNVS SEISMIC MAX
118
TNIAX(x) (lbs] 505 183 �IMMENEEMMMM
mmmwmmmm�
==OWNE
mmm�
MMNNENMMMM�
mwwmm=mmm�
=MNMMNMMM=�
mmmwmmmmmm�
�'MMENNNMMMMM
- - --------
Wind
VD(x+l) [Ibs]
%
VD(x)[lbs]
VT(x)[lbs]
L
n
2015 SDPINS SEISMIC MAX
TNfAX(x)[1bsl
Version 7.0 Pg 4.1
Tributary loads
Wind Seis
VD(x+l) [Ibs] 2744.96 2143.94
%
VD(x)[Ibs] 1420.81 968.584�
VT(x) [Ibs] 4165.77 3112.53
L 33.50 33.5;0
n 124 93
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibs] 546 —169-!Mmmmmmmmmm�
Wind Seis
VD(x+l)[lbs]
VD(x)[Ibs] 2960.02 2017.88
VT(x)[Ibs] 2960,02 2017.98
L 15.00 15.00
n 197 135
2015 SI)PWS SEISNIIICMAX
TMAX(x) [Ibs] 721
Wind Seis
VD(x+])[lbsi 2744.96 2143.94MMMMMMMMMM�
% mmmmmmmmmmm�
VD(x)[Ibs] 1539,21 1049.3 i
VT(x)[Ibs] 4284.17 3193.24immmmmmmmmm�
L 34.50 34.50
n 124 93
2015 SDPWS SRTSNIIC MAX
TMAX(x)[Ibs] 311
mmmmmmmmm�
MMMMMMMMMM�
mmmmmmmmmm�
Wind Scis
VD(x+])[lbs]
%
VD(x)[Ibs]
VT(x)[lbs]
L
n
,2015SDPWS SFTSMTCMAX
TMAX(x)[Ibs]
Version 7.0 Pg 4.2
Wall Line
Level
(x)
01�1
Segment
Tributary loads
Wind
Seismic
#
POSTS
Height
wr
wra
wf
wfa
T(x)
T(x+l)
T(x)
T(x+l)
Seis max
A
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 SDPWS SEISMIC MAX 175
TMAX(x) [Ibs) 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
1 5
729
419
168
3.13
8.1
2
5
729
419
168
4.33
8.1
17
2
129
B
r 2
S-S
Wind Seis
VD(x+]) [Ibs]
%
VD(x) [Ibs]
VT(x) [Ibs]
L
n
2015 SDPWS MAX
TMAX(x) [Ibs)
C
F 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 24.75 24.75
n 105 87
2015 SI)pwS SEISMIC MAX 88
TMAX(x) [Ibs) 98
7.00
8.1
17
2
-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 SEISMIC MAX
TMAX(x) [Ibs]
Version 7.0 Page5.1
Wall Line
Level
(x)
. 0�1
4z
Segment
Tributary loads
Wind
Seismic
Width
Height
wr
wra
wf
wfa
T(x)
T(x+l)
T(x)
T(x+l)
Seis max
A
1
S-S
Wind Seis
VD(x+l) [Ibs] 2596.19 2143.94
% 30% 30%
VD(x) [Ibs] 1558.82 1210.73
VT(x) [Ibs] 4155.01 3354.67
L 9.25 9.25
n 449 363
2015 SDPWS SEISMIC MAX 635
TMAX(x) [Ibs] 4425 3281
2.00
7
3667
733
2718
425
635
2.00
7
3667
733
2718
425
635
2.63
9
425
733
3281
425
622
2.63
9
4425
733
3281
425
622
B
F. 1
s'-s
Wind Seis
VD(x+1) [Ibs]
% 45% 45%
VD(x) [Ibs) 2338.23 1816.1
VT(x) [Ibs] 2338.23 1816.1
L 17.50 17.50
n 134 104
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibs] 404 4
17.50
9
404
4
C
F i
SI-S
Wind Seis
VD(x+l) [Ibs) 2596.19 2143.94
% 25% 25%
VD(x) [Ibs] 1299.02 1008 ' 94
VT(x) [Ibs] 3895.21 3152.89
L 14.00 14.00
n 278 225
2015 SDPWS SEIST*ITC MAN 380
TMAX(x) [Ibs] 2250 1617
2.67
9
2250
98
1617
380
7.67
9
2100
98
1442
3.67
9
2220
98
1582
276
1
L
D
1,
S-S
Wind Seis
VD(x+]) [Ibs]
%
VD(x) [Ibs]
VT(x) [Ibs]
L
n
2015 SDPWS SEISMIC MAX
TmAxw [Ibs]
Version 7.0 Page5.2
Shear wall Summa
s
Sheeting R M"7
'T
Wind I Seis Max]
I - 2nd
2 - 2nd
3 - 2nd
4 - 2nd
A - 2nd
B - 2nd
C - 2nd
D - 2nd
I - Ist
2- 1 st
3 - Ist
4 - Ist
A- Ist
B - Ist
C - Ist
D- Ist
89
93
141
135
89
93
321
635
95
104
199
380
5
1
3
Shear Trans'
L
Wind Sei
80 62
1 131 102
2 157 129 1
1 105 8-7---
1
2
1
6
1
4
124
93
197
135
124
93
449
363
134
1,04
278
225
Sw_1 SW-2 SW-3 SW-4 RSW
1000
1000
Sheathing
1 260
1 350
1
511
1 679
Shear Flow
1 145
1 280
1
300
1 475
Shear Transfer Connectors - CD
= 1.6, Hem -Fir
Connector
16d Nails (Common: 3.5"xO. 162")
1 16.2 1 8.4
9
16d Slant Nails (v<1 50plf)
Z (Ibs)
195.2 lbs
2.3
160 lbs
Overturning Va
I S 7LU is"
Wind eism C I
(Plf)
(Plf)
2015 NDS TI IN [105]
2015 NDS TI IN [1051
Simpson A35 Clip
510 lbs
Current Simpson Guide
F 42.2 2-1-9--T-20.4
1
12.9 1
6.1 1
0.0
Simpson H I Truss Connector
415 lbs
Current Simpson Guide
1 34.3 1 17.8
16.6
10.5 1
5.0 1
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 1
0.0
1/2" Diameter Anchor Bolts (2x)
912 lbs
2015 NDS TI JE [931
1 75.5 1 39.1
36.5
23.0
10.9 1
0.0 _j
5/8" Diameter Anchor Bolts (2x)
1328 lbs
2015NDS TI IE [93]
1 109.9 1 56.9
53.1
33.5
15.9
5/8" Diameter Anchor Bolts Qx)
1664 lbs
2015NDS TI I E [93]
Page6.1
U_T__'%STAT
J n- I E 4n - nm
SHEARWALL & HOLDOWN NOTES (U.N.O.):
(1) Simpson or equal. Locate at end of shearwall u.n.o. Install
per manufacturer recommendations for foundation minimum end
distance and embedment, deepen foundation as required.
(2) Construct cripple wall same as shearwall (SW) above, and
gable -end same as shearwall (SW) below.
(3) Requires 3x or (2) 2x foundation sill plate
(4) Threaded rod and coupler as required.
(5) Common nails, UNO: 8&0.131"x2l/2", 10d=0.148"x3",
12d=0.148"x3l/4", 16d=0.162"x31/2", 16d sinker--0.148"x3l/4".
(6) Install Hl's on all trusses/rafters, A35's at 24"o/c on gables &
rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When
specified spacing is less than 24"o/c, install A35's at roof solid
blk'ing to SW top plate, and install H1 or H2.5 on all
trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35.
Conn. per Simpson Strong -Tie or equal.
(7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at
abutting panel edges.
(8) Anchor bolts shall be embedded at least 7" into concrete;
there shall be a minimum of two bolts per piece with one bolt
located not more than 12" or less than seven bolt diameters from
each end of the piece. 2x min PT, u.n.o.
1(91 All sheathina must be APA rated.
HOLDOWN SCHEDULE Date: 9/8/2017
Job #: 0809
MARK
HOLDOWN/
STRAP *(1)
FASTENERS TO
(2)-STUDS MIN U.N.O.
FOUNDATION
ANCHOR *(1)(4)
COMMENTS
T-I
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
BASEPLATE
SELL PLATE ANCHORS w/
*(2)
2x HF STUDS @ 16"o/c
ALL EDGES BLOCKED
NAILS *(5)
FLOOR TO TOP PLATE
3" x 3" x 1/4" WASHERS *(8)
U.N.O. BELOW -(9)
(do not penetrate past flush)
& SILL PLATE *(6)
Sw- 1
7/16" OSB
8d @ 6" Q/c (12" o/c field)
16d @ 12 " o/c
HI @ or 24 " o/c
5/8"OxIO"AB's@ 60"o/c
A35 (@� 24 " o/c
SW-2
7/16" OSB
8d @ 4" o/c (12" o/c field)
16d @ 8 " o/c
A35 @ 20 " o/c
5/8"OxIO" AB's @ 48 " o/c
SW-3
7/16" OSB *(7)
8d @ 3" o/c (12" o/c field)
16d @ 6 " o/c
A35 @ 16 " o/c
5/8"OxIO"AB's@ 48"o/c
8d @ 2" o/c staggered
SW-4
7/16" OSB *(7)
(12" o/c field)
16d @ 4 11 o/C
A35 @ 12 " o/c
5/8"Ox]O"AB's@ 16"o/c
I
8d @ 2" o/c staggered
RSW
7/1611 OSB Both Sides *(7)
(12" o/c field)
SEE DETAIL I
UPSTATE
engineering
PO BOX q52 LYNNWOOD, WA 9801,6
(?0b) ?80-4715 F, (?06) 83ft�?b
SERVICESPUPST&COM
General Structural Notes — Unless Noted Otherwise
GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR
OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION.
DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS.
INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL JURISDICTION.
FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR
FOOTING SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FINISHED GRADE.
COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC
MATERIAL AND TEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF
95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST
PROCEDURES.
CONCRETE 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-1 85 AND SHALL BE 6X6 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES.
TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
BEAMS AND POSTS (4x— AND GREATER):
JOISTS / 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 VWPA 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.; BLOCKING NOT
REQUIRED.
FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-1-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 If
ULTIMATE WIND SPEED — 110 MPH IMPORTANCE, I = I �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. SD1 = 0.50
DESIGN BASE SHEAR = 8324 Ibs Cs = 0.13
RISK CATEGORY 11 R = 6.5
2'-0" MIN.
2x TOP PLATE
I — -
I WIDTH
I
F-
NAIL SHTG TO
HEADER @ Y 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. lij ji 8" CONC STEM WALL
EMBED 7" MIN 11 /- (2) #4 VERT EA FACE
CONC SLAB r 1 #3 TIES @ 8" O.C.
CONT FTG W/ = mmil � -�
(2) #4 TOP o5m
& BOT 1/-6/ MIN.
. ... ... ... ..
RAISED SHEAR WALL (RSW
NTS
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF FRAMING PER PLAN
2X LEDGER (OR RF TRUSS) W/
(2) 16d TO EA STUD
TRUSSES OR RAFTERS PARALLEL TO WALL
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER
STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF FRAMING PER PLAN
2X LEDGER W/
(2) l6d 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 PLAI`
-FIT SOLID
G W/ EDGE NAILING
UCTURAL 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
O
5V-I-2 sw-Z
ALL Lr-X"rP-1z=OT< �,IAL--L-s
AND A" sHADP-D 1OL-L-5
1-0 6P- POR :SV4-1 UNO
0
0809
2594 5F 'PL-AN
UFFOK FL--O01z
L.A-T-LIKAL-
0
0
0
r_1 -r_1 -r_1 -r_1
A" v4AL-1-5
AND A" SHADED v4A"5
"rO ?,F- PP-R 5v,(_1 UNO
NOS DF-TAZL 3 N0"rU5bD
r,
0509
2594 5F PLAN
L-Ov4o-, FLOOR
L.A-f-tRA L
-BUDOo 0 IW2-,
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf I - Crawl 5-1
Date: 8/15/17
Selection 1-4x 8 HF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Loads
IV1111 VC11111Y Ica
= . 11- � . I.. k . I -.- —, -
Beam Span
5.1 ft
Reaction 1 ILL
1173 # Reaction 2 ILL 1173 #
Beam Wt per ft
6.17 #
Reaction 1 TL
1482 # Reaction 2 TL 1482 #
Brn Wt Included
31 #
Maximum V
1482 #
Max Moment
1890'#
Max V (Reduced)
1131 #
TIL Max Defl
L / 240
TL Actual Def I
L/907
LL Max Defl
L / 360
LL Actual Defl
L / >1 000
Section (W)
Shear (W)
TIL Def I (in)
LL Def I
30.66
25.38
0.07
0.05
20.52
11.31
0.26
0.17
OK
OK
OK
OK
67%
45%
26%
28%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc-L (psi)
Reference Values
850
150
1.3
405
Adiusted 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
Cl 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.
RECEIVE&E.1"
S9 282017
DEVELCPMENT 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 r(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
Adiustments
Loads
Beam Span
19.0 ft
Reaction 1 LL
3420 # Reaction 2 LL 3420 #
Beam Wt per ft
16.19 #
Reaction 1 TL
52134 # Reaction 2 TL 5284 #
Bm Wt Included
308 #
Maximum V
5284 #
Max Moment
25098'#
Max V (Reduced)
4449 #
TIL Max DO
L/ 240
TL Actual DO
L/364
ILL Max Def I
L / 360
LL Actual Defl
L / 662
Section (in3)
Shear (in2)
TL Detl (in)
LL DO
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,j
Reference Values
2250
190
1.8
650
Adeusted 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
C1 Stability
1.0000
Rb = 0.00
Le 0.00 Ft
Uniform LL: 360 Uniform TL: 540 =A
Uniform Load A
R1 5284 R2 5284
SPAN = 19 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf 3 FR- Entry 5-10
Date: 8/15/17
Selection 4x 10 HF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
ALaL�
Adiustments
Loads
Min Bearing Area R1 = 4.2 in? K2= 4.2 tw (1.b) UL UeTl= U.UZ In
Beam Span
5.9 ft
Reaction 1 LL
1357 # Reaction 2 LL 1357 #
Beam Wt per ft
7.87 4
Reaction 1 TIL
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 Defl
L / >1 000
ILL Max Defl
L/360
LL Actual Defl
L/>1000
Section (W)
Shear (in 2
TL Defl (in)
LL Detl
49.91
32.38
0.06
0.04
29.84
12.70
0.30
0.20
OK
OK
OK
OK
60%
39%
20%
21%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc-L (psi)
Reference Values
850
150
1.3
405
Adiusted Values
1020
150
1.3
405
CIF Size Factor
1.200
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
C1 Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Uniform LL: 460 Uniform TL: 575 =A
Uniform Load A I
R1 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 GILB 24F.V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
wim ot-vaimy tAit:ct
m= j.z7 m-
nr-= J. U 111- k I.U) LJL LJt::Il= U.UO I I I ntVL;U[ I I %adl I I UUI= U.UZ7 11 1_
Beam Span
6.0 ft
Reaction 1 LL
2445 # Reaction 2 LL 2445 #
Beam Wt per ft
6.83 #
Reaction I TL
3831 # Reaction 2 TL 3831 #
Bm Wt Included
41 #
Maximum V
3831 #
Max Moment
5746W
Max V (Reduced)
2873 #
TIL Max Defl
L / 240
TL Actual Defl
L / 542
LL Max Def I
L / 360
LL Actual Defl
L / >1 000
Section (in3)
Shear (in 2
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 q00
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 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 HF #2 Lu = 0.0 Ft
Conditions NDS 2012
Min Bearing Area R1 = 7.9 in2 R2= 7.9 in2 (1.5) DL Defl= 0.02 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Beam Span
5.0 ft
Reaction 1 ILL
2038 # Reaction 2 ILL 2038 #
Beam Wt per ft
9.57 #
Reaction 1 TL
3199 # Reaction 2 TL 3199 #
Bm Wt Included
48 #
Maximum V
3199 #
Max Moment
3999'#
Max V (Reduced)
1999 #
TIL Max Def I
L / 240
TL Actual Defl
L/>1000
ILL Max Def I
L/360
ILL Actual Defl
L/>1000
Section (W)
Shear (in2)
TL Defl (in)
LL Def I
73.83
39.38
0.04
0.02
51.32
19.99
0.25
0.17
OK
OK
OK
OK
70%
51%
16%
13%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc-L (psi)
Reference Values
850
150
1.3
405
Adiusted Values
935
150
1.3
405
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 TIL 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. 8115/17
Selection 4x 10 HF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
min bearing Area H1 = b.J in- HZ= b.3 in- (1.�) UL UK= u.u-i 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 / >1 000
ILL Max Defl
L / 360
LL Actual Defl
L/>1000
Section (in3)
Shear (in2)
TL Defl (in)
LL Def I
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
Adqusted 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
CI Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Loads Uniform LL: 340 Uniform TL: 510 =A
Par Unif LL Par Unif TL Start End
475 H = 760 0 4.0
H
Uniform Load A
R1 2556 R2 2556
SPAN = 4 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf 7 - Den 5050
Date: 8/15/17
Selection 4x 12 IHIF #2 Lu = 0.0 Ft
Condition NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Min Bearing Area K1 = 1.0 in- hz= im in- (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 TIL
2824 # Reaction 2 TL 2824 #
Bm Wt Included
48 #
Maximum V
2824 #
Max Moment
3530'#
Max V (Reduced)
1765 #
TIL Max DO
L / 240
TL Actual Def I
L / >1 000
ILL Max Def I
L / 360
LIL Actual Def I
L/>1000
Section (W)
Shear (W)
TL Detl (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
Adlusted 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
C1 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 partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietztner-244th-38.5x42-2597 sf 8 - B3 5040
Date: 8/15/17
Selection 4x 10 HIF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
A&stments
Loads
min bearing /-xrea hi = 4.o in- h;e= 4.t) in- (1.!)) UL UeTl= u.uz in
Beam Span
5.0 ft
Reaction 1 LL
1125 # Reaction 2 LL 1121 #
Beam Wt per ft
7.87 #
Reaction 1 TIL
1820 # Reaction 2 TL 1820 #
Brn Wt Included
39 #
Maximum V
1820 #
Max Moment
2275'#
Max V (Reduced)
1259 #
TIL Max Defl
L / 240
TL Actual Defl
L/>1000
ILL Max Def I
L/360
LL Actual Defl
L / >i 000
Section (in3)
Shear (in2)
TL Def I (in)
LL Def I
49.91
32.38
0.04
0.02
26.76
12.59
0.25
0.17
OK
OK
OK
OK
54%
39%
16%
13%
t-0 kpsl)
t-v kpsi)
L (psi X MR)
Fc-L
Reference Values
850
150
1.3
405
Adlusted Values
1020
150
1.3
405
CIF Size Factor
1.200
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
Cl Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Uniform ILL: 450 Uniform TL: 720 =A
Uniform Load A
Ril 1820 R2 = 1820
SPAN = 5 FT
Uniform and partial uniform loads are lbs per lineal ft.
244th
Edmonds
Project
Exterior
Colors
1945 Plan
1945 Plan 1945 Plan
Scheme #3
Rare Gray Scheme #6 0
Scheme #1
"4 White Trim Eclipse
Virtual Taupe Trim
Brown Trim *m
—LU
Extra Windows Extra Windows
2S9.7.Plaul, . I
1938 Plan
Adaptive Sha Scheme,
Brown Tri Gauntlet GJr
White 1,
,L4
'I- TV,
1938 Plan
259
Scheme #3 O'u
Scheme #5
Rare Cray Suitable Bro
White Trim Cream Tri It
2597 Plan 1938 Plaul to
Scheme #1
Scheme #6 Virtual Taupe
Eclipse Brown Trim
Cream Trim
25
38 Plan 597 Plan
Scheme #2 Scheme #4
daptive Shade'- Gauntlet Gray'A
Schei
d p�Bro W "A"d
Extra Windows Extra Windows
4h
Main - Accent - Front Door - Trim/Gutters -
Virtual Taupe VanDyke Brown Black Fox Musket Brown
SW7039 SW7041 SW7020
Main - Accent - Front Door - Trim/Gutters -
Adaptive Shade Enduring Bronze Black Magic Musket Brown
SW7053 SW7055 SW6991
Main - Accent - Front Door - Trim/Gutters -
Rare Gray Thunderous Jasper White
SW6199 SW6201 SW6216
Main - Accent - Front Door - Trim/Gutters -
Gauntlet Gray Mindful Gray Urbane Bronze White
SW7019 SW7016 SW7048
C�
Main - Accent - Front Door - Trim/Gutters -
rA Suitable Brown Gray Area Iron Ore Classic Cream
SW7054 SW7052 SW7069
Main - Accent - Front Door - Trim/Gutters -
Eclipse Svelte Sage Andiron Classic Cream
SW6166 SW6164 SW6174
6/12
30 yr F.G.
2x6 Head trim
5/4x4 sides
2x3+5/4x4 Sill
Front & Sides only
; lrozr
Wwwi
5050 1 he
T&G Pins Soffit
Front Elevation 9 entry
2x 10 W\A
w/ 1/3 w
5/4x8 behind Gutte
Flashing :2xi
—i
X8 11 X� 3WWWW
lashing
2x4 tapered 4x4 �PTO
1/2 Smooth Hardt Bd
,Stone Cap Detail Column
Section I Plan View
5/4x Corner Block
— (Framers)
P
Z
Z F,
C\1 cc
(N
18
b
a
10" tc
Left Elevation
TRIM DETAILS (N,T,S,)
1/1�xlFscla
Ix3 T�rlm
Felt
W.W.
W.W.
B'Siding
GABLE
TIUM
FI hing
I'S
Flash top
Top View
2x8 Band Board
Felt
E8*
Ej
Face View
Siding
B'xB'
8'X18'
Hose Bib Lights
Address
BEVELED BLOCKS
6"x20' if 4 #'a
--�-7/16 OSB
E Hardipanel
Q Ix3 Whiteboard
-P 2x8 Whitaboard
'r
C11
X
Flashing
X
. x
04
x 2x8
Ix6 whiteboard
x8xI8 Corbel
2x Blocks PROJE( Ir ED GABLE STONE SILL
Wx24' if 5 #'a BELLY BAND FLASHING WXDDW TRIM
w/ top flashing Over the Siding (on front onl!j)
2 Story - 2 Car - 42x38.5 - 2597 sf - GL - Lot 9
(-Flashing (Ealt over top)
2X8
Cap
16* C c
I
BOARD 9 BA
Right Elevation - Lot 9
I
L WORK SUBK"M
TO FIELD
WSPECTION I=
)ODZ. COM PLIARM
CITY OF
BUILDING
aIDINER
*WROVED DATE:
KDG. OFFICIAL:
RI D(
PERMIT NUMBER
I � t2i�4-)^I-1 1,21V7
_jrV BY
cn- F\y
crry COPY
Vinyl Sash Insul Dbi Glazed Windows (typ) with tame vent
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 upper flrs
no keys/tools required on inside.
Per IRC R310
Additional Specs & Details on Sheets A5-7 &
Structural Calos
Lateral Bracing per Structural Engineering Calcs attached
Provide min. 36" Landing 9 ext. doors
not more than 7 3/4" below finished floor
Wood or Composition Roofing
8! Hardboard Lap Siding all sides (typ)
over waterproof building paper
1x4 comer trim
Downspouts to 4' tlghtllne
to apprvd. stomr� dralnab6-6�
Contlnucius-Metal gutters
to be reVenced to the RII/Grade
Total Impervious surface of Lot 9: 2008 at
Rear Elevation Paint 0�1— R A
PLAN SHEET INDEX
A 1: Cover/Elev
A2: Foundation/Alt Eiev
A3 First Floor/Section
M; Second Floor/Roof
A5: Details
A& Structural notes
AT Specif ications
WSEC: Wa St Energy Code
CODE: IRG Z66-
Mietzner Brothers Properties, LLQ
244th St Edmonds - 38,5'x42' 2591-.-sf---p1ain. ---
WSEC 2OZ E y & Vent. code
Plumbling UPC 2015
Lot 9
Nhtlonal Electric Code
Street address to be prominently displayed In
Mechanical IRC 2015
:26 be
contrasting color, 4' hl, plainly visible from the stivet,
Seismic Design Cat: D2 (conventional)
See additional Specs/Dgtalls on Sheets AS, 6, & 7
Wind Speed: 85 mph
Attic ventilation- provided as per R806
Under Floor Inspection required
ROOR 1460 sf *144/300-701 sq,in, recrd
prior to InstallatIon of floor decking
Provide equiv. or greater net area In and out (low & hi)
Adl 1-4oldowns, Framing, A.B,
Shearwalls, must be Inpsected
Provide (1) gable vent and (14) roof vents
prior to covering,
tf E
C Y
HLVIMNS
0
+- P,
a) —
a) CS)
CN
0
CD 0)
F-- I
<
>
W
W -0
C4-
U)
_j o)
-j IN.
+- 0)
0 LO
_j
w
Lr)
W 0 Cd
0- CV-)
0
= 0 X
0- (- CN
CL 't-
U) En
= -0
W C
0 <
E IL)
0 M
Co W 04
W U)
W I- (n
11-
04 (N
L)AFE FOOTAGE
ENERGY
cffy 00
VY
Ist Floor: 1137 sf
Windows: Alpine 70 Low E
Gas Forced Air
2nd Floor:
1460 sf
Insulation:
Ceiling:
P,49
Total:
2597 sf
Faced F.G,
Walls:
R-21
Garages:
383 sf
6mlil Slab V13
Floor:
R-30
t
:SUB
JUL 2 5 2018
C�
DEP.-TMENT
-W-.F E .
. os
T-1 T-1
bo
(y)
'1^1 ell,
I/A2 RSW I/A2 RSW
Foundation
3/4" APA rated OSB CD int,w/ext,glue, nail 6" edge, 10" field
2x F.J, 9 16" o,c, Solid blocking 9 support
4x4 or 4x8 Wood columns as required MAB15 anchor
2x4 or 6 ties nailed with 4 16d each
Set wood columns on 90# felt protectors
Anchor column to footing with MA615
F.J. N-1 24"
Be Solid blocking (2) 44 e. way
"—M41,34 scabs
w/4- 16d nail BM & post
P.T, Post
-__—MAB15
Z�Mftf black vapor barrier, edges lapped 12"
Ti = concr, Footing
INITSWEXATE BEARN3 SIJ*'0RT
2' 0" min
2x Top plate
width
Nall shthg to Hdr
Q 3" o,c. e.w,
[an
Header Per, P11
Ar
extend over SW
(3) 2x studs UA0.
--�Nail shthg to ea stud
APA rated shthg
SW sched,
per
(Both Sides)
8d Nails 9 3" o,c,
-W Holdown per plan
plates, hdrs, studs
7X::
1—.11
X
0
(2) 5/8"x12* A,B, embed 7" min
Conc slab
Conc ftg w/(2)#4 top & btm
R AIISED SHEARWALL DETAIL
RSW 1/2" - V 0"
(3)2x plates
Nail shthg to ea plate
8" conc stem wall
(2*4 vert ea face
#3 ties 0- 8" o,c.
-TGrade
i. 8" min,
2x #2 HF Studs 1/2x10 AB, per Schd w/3' sq x 1/4" washer
#4 18" o.c, Horz, & Vert. min
10.1 o.c, Horz,
4" DS t g ne 16" o,c, Vert, w/5" ftg hook
o Btm bars-1/2 of max spacing
8 16 1 " min (2) #4 Cont. Horz.
f 4' ftg drain
rn-� summo FamATioN wALL c)ETAL
1/2'= T 9
12 Story - 2 Car - 42x38.5 - 2597 sf - GL - Lots 2, 4, 9, 11
ANCHOR BOLT WASHERS shall be
3 x 3' x 1/4' thick per R602.11A
Bolts shall be not less then 7 bolt diameters
and not more then 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 new floor framing plans,
18' min. crawl space
12' min. clearance 9 beams
6 mil black visq. vapor barrier
R-19 FG, insulation up to subfloor
Column & Beam Notes,
Col.s to be 4x4 u.n,o.
Col. Bases 8' abv gr or P.T,
Protect Col Base w/FHA 12 or equiv,
Col-Bm posi. connect per R407.3
I' min air space betwen wood &
concrete or use pres. trid.
Laminate multi joists w/ 2 rows
18d Q 15' o.c. stagger top/bot
Stub -out #4 rebar @ IS' oc,
at concr. porch to resist
dIffererrile] willing
Provide p.t, rim Joist 9 patio
REBAR REQUIREMENT&
0#4 Continuous In ftg, (1) Q top of wall,
#4 vert. R/F 9 18". R/F Stl to be ASTM A-615 Grade 40
21' max height for std fnd wall
24'-provide #4 rebar 10' o,c. horz./16' o,c, vert,
2' 6" max height for 6' wall, 'I' 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'xI6' 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 leaking ont basement floors.
STRUCTURAL REVIEW
THISDRAWINrHAS EENREVIEWEDFOR
STR CTURALREQUREMENTS ONLY PER
THE ATTACHED RELEVANT DOCUMENTS
JOB# o
-aLo4- DATE -7,12,Jt
REVIEWED BY -C I "
UPSTATE ENGINEERIN.
C206) 28'-4715 - _
VOID IF STAMP INK NOT RED.
2x4 RT. Nailer In oono. pour
16* oc.
Form nall pins @ 12' o.c,
to hold nailer In wall
f'-*'\ Siding Naller In Oorio. WWI - Plan View
1/2'= 1' V
2x Floor Joist
ist
2x #2 HF Stutds
9 16" O'c.
4" DS tightline
1/2x 10 A.B. per Schd w/2" sq x 3/ 16" washer
4" concr, slab
8
8�,o,c, Horz,,�.Vert, min
#04ver 2 Hi #4 1 c. Horz.
#4 1 O-C i
' H _
1 1 1 1 L
15' o,c, Vert, w/6" ftg hook
0 Btm bars-1/2 of max spacing
8x 16
I min
(2) #4 Cont, Horz,
4" ftg drain
f 7 GARAGE & STEM FWDATICN WALL DETAL
y2PB4y4 slab
Fnd
12"
sono
tube
----4-/ ',24x24xlO pad
_�� / w/(2*4 as way
I V /
@Sorp Tube Fig DETAL
) NTS.
0#4 Cont. w/8' end 4' min conc slab
hooks to grade beam w/#S @ 12- oc. E.W.
or
,/6>(614WxIAW WWF
- 4 wwhed pear gravel
12". 0#4 cont.
TypkW Foundation @ Gasp Door
C:D -0
C'j
S,
0
10
REVISIONS
U)
< 4-
a)
W a) cD
-r-
U)
o
CD 0)
<
0
0
LL
cj cq in
—i
_j En
4-
0 LO
_j
ILL!
Ckf 4- V-)
w 0 ()6
EL a) Cn
0 —
= 0 X
EL
EQ
-0
W C
0
E L)
0 -0
DO W
W co >-
N 1- 0
+- F-
w 14- U)
RESUB
JUL 2 5 2018
ENT
BUW0G,%PA0R WDS
T-1 T-1 T-1
5x15 conic patio
no loser than 6' 8" from PL 42' 0"-
-16, 0.1
7'
/- 4- - A - - I Y - � - - -�( ---- 1-�� - � -- ----- — ----------------
- - - - - - - - - - - - - - - - - - - - -
E- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
J13210
3: 0
u Slab on grade
I 1 1 04 L 101 6mil v,b. (blIk)
L)
2, ----------
4
cc 3:
-�4 1
- - - - - - - - - -
I V 2"
I - - - - -- 7-- 1
- - - - - - - - - - - - - - - -
-141 L - - - - - - -
8' 4" 10' 2'
- -- - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
co
L
:3 8`1 4 1,- 1
rf, 1 L, I- -Z. 717:: t 7
7/A2 Typ
cor
vir
Slo
I 30"x3O"x 12"
M 10#4 as way
10- 5"
Car Garage T-I I I
slab on grade t-I I I 10/A2 Typ
,i/tamped fill 4-[11
Jill
I to Garage Door r-I 1111
LL11 - - 11')4�1
1�2 0
r
IIJB210
j- - - - - - - -
OD b.
10
4- 4' 10,
c ."c
onc
continous ftg
j J9/Q T
—22' 0"
1111� 111�
J/A2 RSW J/A2 RSW
Foundation
T-1
�r
OD
Typ
------------ ------ -------------
2� Floor Joist
2
'
2x' #2 HF Studs
1/2x10 A,13, per Schd w/3' sq x: 1/4" washer
9 115" o.c.
4"
" 2x15 p.f. s.. plate
-144
//4" DS tighfline
1/2xl0 A,13. per Schd w/2" sci x 3/16" washer
conc slab
18" o,c. Horz, & Vert. min
4"
#4 18'�'o.cjorz &oVert. min
concr. slab
Over Hi #4 161, c, Horz,
4" DS tightline
16" o,c, Vert, w/6" ftg hook
R- 10
18"
min
t;'
/Btm bar -1/2 of max spacing
0 lvg spc
8v. 16
(2) #4 Cont. Horz,
8x 16
min
—(2) #4 Cont. Horz.
ttg
ftg
�--4" ftg drain
6 B'STAMAID FOU0ATION STEM WALL M7AL
TEM RXMATM WALL DETAIL
-------------------------------
1/2"= 1' 0'
2' 0" min width
2x Top plate
Nail shthg to Hdr
9 3" o.c. em.
Header Per Plan
�v -' �
extend over SW (3) 2x studs J,N.O.
APA rated shthg --Nail shthg to ea stud
it per SW sched,
113oth Sides) 8d N ils 9 3" o,c,
In all p8lates, hdrs, studs
Holdown per pla
x
(2) 5/8"xl2" A,B, embed 7" min
Conc, slab
(3)2x plates
Nail shthg to ea plate
8" conc stem wall
(2)#4 vert ea face
#3 ties 9 8" =,
F Grade
1' 6" min.
it
Conc 7tg w/(2)#4 top btm
RA15E1:U SHEARWALL DETAIL
RSW 1/2" - V 0" REVISED PLAN APPROVED
V
CITY OF EDMONDS BUILDING DIVISION
PLANS EXAMINER��
-3
DATE =
0#4 Cont. w/8' end 4' min conc slab
hooks to grade beam Iwl#S @ 12. oo. E.W.
or
6x6 I AWx1 AW VANF
24' V washed. pea gravel
min
0#4 cont.
12'
ro"� Typk)BJ RMMM @ G38P DOO,
1/2'= 1' 0-
2 Story - 2 Car - 42x38.5 - 2597 sf - GL - Lots 2, 4, 9, 11
EP134�,/ slab
cl
12'
sono
tube
/r-----.4-/.",24x24xlO pad
2�� w/(2*1 as way
- - - V
Som Tube RD DIETAL
NTS.
ANCHOR BOLT WASHERS shall be
3. x 3' x 1/4' thick per R602.11,1
Bolts shall be not less than 7 bolt diameters
and not more than 12' from the ends
of each Individual foundation sill plate.
Min. 7 Inches embedment.
Min (2) per sill plate
ANCHOR BOLT Placement per Structural Cellos
and/or R403.1.6
Any changes to floor framing
(i.e. I Joist from solid sawn)
will require new floor framing plans.
18' min, crawl space
12' min. clearance 9 beams
6 mil black visq. vapor barrier
Column & Beam Notes,
CoLs to be 4x4 u.n.o.
Coll, Bases �8* abv gr or P,T,
Pr,otect Col Base w/FHA 12 or equiv.
CoI-Bm post connect per R407.3
P min air space betwen wood &
concrete or use pres. trtd.
Laminate multi joists w/ 2 rows
18d 9 16' o.c. stagger top/bot
Stub -out #4 rebar @ 18' GO.
at Donor. porch to resist
differential settling
Provide pt, rim Joist 9 patio
E
ID
a)
CD D
CID
16
>
A
CD
REBAR REQUIREMENTS,
0#4 Continuous in ftg, (1) 9 top of wall.
#4 vert. R/F Q 18". R/F Stl to be ASTM A-615 Grade 40
a)
I-L
REVISIONS
24N max height for stc! fnd wall
2,1'-provide #4 rebar 10" o.c, horz./16' o.c. vert,
2' 6N max height for 6' 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)
is
�n screenedd van �s.�q in each
0
(70%) i470 '%rvided
Ins!,sll in Rj��(typ)-"`��
14-/ pR-ff *144/150-1402 sq in required
1�1� vent within 3' of each end
_j
UNDER FLOOR INSPECTION REQUIRED
<
ALL Holdowns, Framing, Anchors and Shearwalls
must be Inspected before covering.
W
0
Provision shall be made to prevent
U)
C'4
water from collecting in crawl spaces
0
and from leaking ont basement floors.
1-- CD
C0
<
0
CL
U-
-0
j0B#VV-o1J L1AIr--A"4L'f —A%b —
W 9�0 DF�ar :VlffW—ED BY A66 Cz a ILI>
Om� RE UPSTA75 ENGINEERING
ns m
a IP STANIP INK NO Rp Uri I
CT)
0
ED
2x4 PT, Nailer In oonc. pour
-.1
En
16 Oc.
Form nail pIns @ 12'oc.
_j
(6
4- ICY)
0 L0
to hold nailer In wall
W
_j
r-"\ Siding
Naller In 0=. Weill - Pli View
1/2'= 1' 9
D:f
+- Ln
0 06
CW
L
0
a)
—
W
OIL
0 X
L. CN
CL
----------------------------
IX
U)
-0
W
C
0
0
E C)
-0
DO
W 04
#4
W
W
+-
Cf)
4' cono slab
0
10" min
Ftg to bear on firm
N
W
-C
4- F-
14- U)
undisturbed soil
C
-------------------------- CM
RD jr,�j�."j 'T_guC A�
THIS DRAWING HAS BEEN REVIEWED FOR
�T�Ln, REQUiREMFN S ONLY PER
_ gANT
DOCUMENTS.
T-1 T-1 T-1 T-1
4/A5
4xI6 cono patio 42, 0't__ / IV
3 1' 6"— It -10, 511-
I A' 84— 51 0" 04t__61 0.1 01--4' 0"Ssf:t-,4- 0" 7- 7- 1/be - 41 0.1 _7
5050 6080 sgd �740510 hs
W:21 he 4060 Ins 4060 hs7l SW-3
4x12 3 1/8x9 GLB 4x10 $-4x10,, \*'-' 60 4xl@
vented frame FP '__10' -1/2
13 8! hdro
egress
'�,,abv vented tam
match hdrs - 8'
DR/Nook
zn
a)
82
FR pbv/
aD
3F1 - - 0 1 0
DW
---_ 4. 01.
Lc
(0 3"x7". 13 13
4_ —50 bp
I I --I
13 (6b� 26 ----- --------
El Kit 5,
19 13 EE 5' 10"�T 4-1/2`� 00 ing w
�3' S., - � E__
@! 4-1/
Fri Ca C\1
36'bpan 4;1 B �al�lg -51�1 93 XP34.,
Q �ib_sL L (0i
4
-7,7r 71, w 571-
Twits. W El 13 24 Bat In Zo
0 self closing
16/A3 solid core ?8 Linen 42"
20 min rated
Pin wall
Type X GW8 all steel clad
common surfaces 4Q I Bea Ing wa it
with living space beams, posts up 17r, , - I
min 1/2" on wall�
min 5/8' on lid
7- All -Al
C 0 ED
a)
CD - Entry rq
2 Car Garage 0 c ;�_ :6 0
Concrete C4 Z73r_4_',- 3' 4"a-- 01) DID
Slope to Door 0 0
Den
8' hdr ---
02xq 0 ass 60,
(3)24 3080 '6
(806 _1 t �,XW frarr,
9' 4"-
2nd FIr Abv 4xI2
IF - - - - - - - - - - - 5050 h!
01 1�)� VIN .5- 0"-
F-- 4XIO
7- 5". 4' 44!;11� 10' 3� --,T- I
42' 0"
T-1 Section A/A3
I/A2 RSW I/A2 RSW
First Floor
(2) Carbon Monoxide Dectector per 315
@ Smoke Dectector per 314
3:� Surface mount light
13 Recessed can light
Xw 60 ofm exhaust fan to ext.
X_ >o(x cfm spot/whole he exhaust
vtos Vent To Outside
X Fan/Llght Combo
Single pole switch
8 way switch
Duplex outlet
220 volt outlet
on Ground Fault Intgrupt
HBH Rost Proof Hose Bibb
All walls indicated
I to be 1 1
STRUCTURAL LEGEND
Headers 4x10 OF2 UI list Floor
GLBI 24F V4 U.N.O.
— - — - — -- DbI F.J.
Beam
sw- I
Shearwall
I Hold Downs
NOTS All metal in contact with treated wood
Shall be approved for such contact
Additional Specs on Sheets AM & Stuctunal Wigs attached
NOTS Notching and Boring holes in studs
For Interior and Exterior walls
per 2012 IRC R1502.15 (1) & R602.6 (2)
2 Story — 2 Car — 42x38.5 — 2597 sf — GL — Lots 2, 9
'aallISIld, to .11 9 RA DODRS
W�
4 Doar
. .11 43 2
3 2
91 H .
L Install bwt- ldawrffl-d 5, A
14�3/8 bead Top 900 Sealsett a Itetall wirdow, par eef, s,
2. followed 4.wkWater8lock =Iards ft rAll fl.,g. 7. lasts" ok 1laI
a Feal & S W sill, 2 1/7 over Ift ttp0`w1`n%1!SfP1.N.
4. Install side Waterillock flaseldrg both sidars
d=
M Follow the sars,
a as or eddows I=a.
The MoistZ strip w the bo
ftell flat . the ftestIold
and folded .1 — It,
wrep d—
strip goes WPf__f1V`z
the wase as with wk1do. fl.MD
All otber steps and details rwain
0
S. Pl— 60 ed. under aft Far doors twlths;�� all arOUrKh
So
S. N ad. — W
;rg—lap w LJBC 10. Feel&= ard paper 13, Install .11= . eter
edge of --P=w F-19—StI a Shit wirooenrg the door is ft wirdows.
'Id top & paper, tig in
2' —t. erltip IL Irtstall setal lop flhbv
Vor SF Condo-18- 0_1-0) 12 ==joutsdd. OF the DISTALL EXTERIM DOS WITH TWO1
"arlp - per code BEADS OF T- 900 CAL"
WR=W/D1DDR FLASMG DWAUAnON DETAM — NW
L
18'
Engd Truss 9 2,V o.c,
CID
0i
q-
X
CN
18' Floor Truss
STRUCTURAL REVIEW 16 Gas HW Tank DETAIL
THIS DRAWING HAS BEEN REVIEWED FOR
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELEVANT DOCUMENT
JOB# 001 DATE
_�4
REVIE ED B CM _ A .. ER
L,MTE E�G� EEIIIG BEAM 2x4 WALL 2xB WALL
(206) 2804715 - "'i ... @,p,ts cL 4x (SAWN) (2) 2x4 --T2—)2xB
VOID IF STAMP INK NOTRED. 6x (SAWN) (3) 2X4 (3) 2XI3
3 1/8 (GILS) (2) 2x4 (2) 2XO
1/8 (OLED (3) 2.4 (3) 24
3 1/2 (MANI (2) 2x4 (2) 2x13
w/(M led
5 1/2 (MANF) (3) 2X4 (3) 2X5
1800 SV�I GIRDER TRUSS (3) 2x4 1 (3) 24
WADR PER
9_A,I
6
CN
x
C4 =1 D& ff RIM 0,aata, 06ts
6
6
b
0i
CID (N
X I
04 M
Section A
Crawl space
6 mil v.b, (blk)
HEADER
2X4 WALL
2xIl WALL
4x (SAWN)
2X4
2X6
as 'SAWN)
----
2x6
3 1/11 (GIL111
(2) 20
245
5 1/8 (GLE)
(2) 2XB
3 1/2 IMANF)
(2) 2x4
2x8
5 1/2 (MAW)
----
(2) 2x5
POST / STUD@ POINT LOADS
E1.01. View
.1
header W
equal
(0 IS)
CO
5060 Ins
0080 sgd
SGO & Window R.0, Ist Floor
Elev, View
ROUGH OPENING FRAMING DIMENSIONS
—
LA VENTA DE PUERTAS
LAS MEDIDAS DE LAS ABERTURAS CONSTRUIDAS
TYPE
WIDTH
ROUGH
TIPO Do PUERTA
De ANCHURA
La
Abartura
EXTERIOR DOORS
OPENING
LAS PUERTAS EXTERIORES
sin
IS Forma
METAL- SINGLE HANDICAP
DOOR WIDTH PLUS 2'
81 5/8'
PUERTA DE METAL PARA LAS SILLAS CON RUEDAS
ANCHURA DE
LA PUERTA MAS 2'
81 5/8'
METAL - SINGLE
DOORS WIDTH PLUS 2'
82 1/2'
UNA PUERTA DIE METAL
ANCHURA OE
I PUERTA MAS 2'
82 1/2'
METAL - DOUBLE W/ASTG
DOOR WIDTH PLUS 2 1/2'
82 1/2'
PUERTAS DOBLES DE METAL CON ASTG
ANCHUAA DE-LAS PtIERTAS MAS 21/2'
82 1/2'
METAL SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
81 1/4'
PUERTA OE METAL QUE ASHE POR AFLERA
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 88'
82 1/2'
PUERTA 3/0
CON DOS VENTANAS 68"
82 1/2'
WOOD DOOR SINGLE W/B
DOOR WIDTH PLUS 2'
83'
UNA PUERTA DE MADERA
ANCHURA DE
LA PUERTA MAS 2'
83"
WOOD DOUBLE W/ASTG W/B
DOORS WIDTH PLUS 2 1/2"
83'
PUERTAS DOBLES DIE MADERA CON ASTIG
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 OE
LAS PLERTA MAS 2'
83'
WOOD W/SIOELITE 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 68'
83 1/4'
INT. PRE -HUNG DOORS
LAS PUERTAS PRECOLGADAS INTERIORES
SINGLE PREHUNG
DOOR WIDTH PLUS 2*
82 1/2'
PUERTA PRECOLGADA CLASICA
ANCHURA DE
LAPUERTA MAS 2'
82 1/2'
INT OBIL W/ASTG
DOOR WIDTH PLUS 2 1/2'
82 1/2'
PUERTAS DOBLES CON ASTG Y CERROJOS
ANCHURA OE
LAS PUERTAS MAS 2 1/2'
82 1/2'
INT: DEIL W/ROLLER CATCHES
DOOR WIDTH PLUS 2'
82 1/2'
PUERTAS DOBLES SIN ASTG
ANCHURA DE
LAS PUERTAS MAS 2'
82 1/2'
HOUSE TO GARAGE WB
DOOR WIDTH PLUS 2'
83'
PUERTA SOLIDA (ENTRE LA CASA Y EL CARAJE)
ANCHURA DE
LAPUERTA MAS 2'
83"
POCKET DOORS FRAME TYPE
LAS PUERTAS ESCONDIDAS
ACME �LAODER TYPE)) SINGLE
OBL DOOR WIDTH PLUS 2'
84 3/8'
UNA PUERTA ACME
ANCHURA DE
LA PUERTA COBLE MAS 2'
84 3/8'
ACME LADDER TYPE DOUBLE
OBL DOOR WIDTH PLUS 1 1/2'
84 3/8'
ACME PUERTAS OOBLES
ANCHURA DE
LAS PUERTAS MAS 1 1/2'
84 3/8,
JOHNSON (VERT. STUD) SINGLE
DEL DOOR WIDTH PLUS P
84 3/8'
UNA PUERTA JOHNSON
ANCHUAA DE
LA PUERTA GOBLE MAS V
84 3/8'
JOHNSON (VERT. STUD) DOUBLE
OBL DOOR WIDTH PLUS 0'
84 3/8'
JOHNSON PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 0'
84 3/8'
BIPASS
LAS PUERTAS DUE SE PASAN
BIPASS W/DRYWALL JAMBS
DOOR CALL -OUT SIZE -1'
83 1/8'
CON JAMBAS DE YESO
TAMANO DE
LA PUERTA -V
83 1/8'
BIPASS WIWOOD JAMI
DOOR CALL -OUT SIZE PLUS P
84'
CON JAMBAS DE 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'
BIFOLD WITH '1/2' JAMES
DOOR CALL -OUT SIZE PLUS 1 1/4'
81 1/2' ON VINYL
DE HOJAS CON JAMEAS DE YESO
TAMANO DE
LA PUERTA MAS 1 1/4' 81 1/2' an vinflo
BIFOLD W/ORYWALL JAMES
DOOR CALL -OUT SIZE PLUS 1 1/4'
82' ON CARPET
DE HOJAS CON 1/2' JAMSAS
TAMANO OE
LA PUERTA MAS 1 1/4' 82' on alembro
CD
0) '0
REVISIONS
= I —
0
W W
(n (S)
0
0
_j
LL
(f)
LL -0
CY)
cq '(n
_J
in
4-
0 L0
LU
W 4- U*)
U-1 0 c6
L (1)
0
Q.,� 0 X
a- L (%4
EL
Lo En
= _0
LU C
0 <
E L)
0 -0
co W ('4
Cr- 4-
W
N -C 0
F_ 4-- F-
w It- U)
H-i 1-
7: 04 17N
som-10i
WN
RESUB
JUL 2 5 20118
1"W DEP ENIT
OF EDMLMDS
T-I T-I T-I T-1
I/A2 IRSW
Carbon MonoxIcle Dectector per 815
Smoke Dectector per 314
Surface mount Ight
03 Recessed can lIght
Xw 50 cfm exhaust fan to eA
X- xxx cfm spot/whole he exhaust
vtos Vent To OultsIde
X Fan/Llght Combo
Single pole switch
3 way swItch
Duplex outlet
220 volt outlet
Ground Fault Interupt
Frost Proof Hose BIbb
,-, T- I
I/A2 RSW
First
All walls Indicated
to be SW -I, U.N.O.
STRUCTURAL LEGEND
Headers 4x10 DF2 LIAR Ist Floor
GLB, 24F V4 U.N,O.
— - — - — -- DbI F.J.
Beam
SW I
--- Shearwall
-1 Hold Downs
NOTEs All metal in contact with treated wood
Shall be approved for such contact
Additional Spew on Sheets A" & Structural Wtss attached
NOTEr Notching and Boring holes In studs
For Interior and Exterior wells
per 2012 IRC R602.8 (1) & R1502.6 (2)
2 Story — 2 Car — 42x38.5 —
Floor
2597 sf —
GL — Lots 2, 9
7 DODRS
4
Dow
ro"Ot,
3 2 Wet"
P'.
2
1. Install bolloa, Waterillock F1 S. =Ig 3/8 b.4 T_ 900 Sealant a, It.11 el�. W ..F. Vecs
2 f.r._d b W.t.,Bl k �a_ �bll flarge, 7. 1-1111 top PeellStIck flddrg
peal & Stly
ok .1117
3. 2 fl f_t _r top Wkd_ flwQ.
4. In,tall side Water5lock fleshbV both addes
Fl%?Rg d� Follow its sass
dms ex
details as fw wir �t C%W�
Th. I
- ; ib-z
I= fIts1tIPw`1haha=1d1
C, too
&W /9;.kfrt%1td ,d
so
L 0 Strip goes m before the d—
All = gteutherZ details remain
the rdow fleamro
S. PI.. 60 make= ,,d1h on f�
I& P-10,11.1k w" nan,;s ,d Pepw 13. 1-t.11 asting al .1rdo—
I—P=. P.I&Stik S. 80 I.P Par ISO
edge of 6-I&T. Mail � aid. tisidi wirslow 11,e door I
It 1_ d & pq— ght 7g. freas
7 .,t. .—tap ". tell aet.1 flashi,,g INSTALL EXTERIOR DOORS WITH TWO
(f. SF �IT _1 ste't "o" of fts BEADS OF TOPP 900 CAL"
fl.hirg as 6- —lp - par .d.
WHIMOW/110OR FLASMG MIffAUATION DETAM — NM
------- Section A
Gas IHW Tank DETAIL
16 N.T.S.
BEAM
2x4 WALL
24 WALL
4x (SAWN)
(21 214
(21 211
Bx (SAWN)
(3) 2x4
(3) 2x6
3 1/8 (GUB)
(2) 2x4
(2) 24
5 1/8 (GLB)
(3) 2x4
(3) 2x8
3 1/2 (MANF)
(2) 20
(2) 2x8
5 1/2 (MANF)
(3) 20
(3) 24
GIRDER TRUSS
(3) 2x4
(3) 24
HEADER
2X4 WALL
24 WALL
4x (SAWN)
2X4
20
x Will
__
20
3 1/8 (OLB)
5 1/8 MLB)
(2) 2x4
2x6
(2) 24
3 1/2 (MANF)
(2) 2x4
2x6
5 1/2 (MANF)
----
(2) 24
@POST STUD 9 POINT LOADS
_L S
) E2- L
header
jq
(o CS)
CY)
5060 hs
5080 sgd
SOD & Window RA let Floor
Elev. View
ROUGH OPENING FRAMING DIMENSIONS
LA VENTA DE PUERTAS_
LAS MEDIDAS DE LAS ABERTURAS CONSTRUIDAS
TYPE
WIDTH
ROUGH
TIPO Do PUERTA
De ANCHURA
La
Abarture
EXTERIOR DOORS
OPENING
LAS PUERTAS EXTERIORES
sin
Is Forma
METAL- SINGLE HANDICAP
DOOR WIDTH PLUS 2'
81
5/8'
PUERTA DE METAL PARA LAS SILLAS CON RUEDAS
ANCHURA DE
LA PUERTA MAS 2'
81
5/8'
METAL _ SINGLE
DOORS WIDTH PLUS 2'
82
1/2'
UNA PUERTA DE METAL
ANCHURA DE
LA PUERTA MAS 2'
82
1/2'
METAL - DOUBLE W/ASTG
DOOR WIDTH PLUS 2 1/2'
82
1/2"
PUERTAS DOBLES DE METAL CON ASTG
ANCHUAA DE-LAS
PtIERTAS MAS 21/2"
82
1/2"
METAL SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
81
1/4'
PUERTA DE METAL QUE ASHE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
81
1/4"
METAL W/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'
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 PLERTAS MAS 2 1/2'
83
WOOD SWING DUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
83,
PUERTA DE MADERAQUE ABRE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
83"
WOOD W/SIDa_ITE 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 68"
83
1/4'
INT. PRE -HUNG DOORS
LAS PUERTAS PRECOLGADAS INTERIORES
SINGLE PREHUNIG
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 ASTG Y CERROJOS
ANCHURA DE
LAS PUERTAS MAS 2 1/2'
82
1/2"
INT. DBL W/ROLLER CATCHES
DOOR WIDTH PLUS 2"
82
1/2'
PUERTAS DOBLES SIN ASTG
ANCHURA DE
LAS PUERTAS MAS 2'
82
1/2'
HOUSE TO GARAGE WS
DOOR WIDTH PLUS 2"
83"
PUERTA SOLIDA (ENTRE LA CASA Y EL GARAJE)
ANCHURA DE
LA PLERTA MAS 2'
83'
POCKET DOORS FRAME TYPE
LAS PUERTAS ESCONDIDAS
ACME (LADDER TYPE) SINGLE
DBL DOOR WIDTH PLUS 2'
84
3/8'
UNA PUERTA ACME
ANCHURA DE
LA PUERTA DOBLE MAS 2'
84
3/8'
ACME (LADDER TYPE) DOUBLE
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
3/8'
UNA PUERTA JOHNSON
ANCHUAA DE
LA PUERTA DOBLE MAS
84
3/8'
JOHNSON (VERT. STUD) DOUBLE
OBL DOOR WIDTH PLUS 0'
84
3/8'
JOHNSON PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 0'
81
3/8'
BIPASS
LAS PUERTAS QUE SE PASAN
BIPASS W/DRYWALL JAMBS
DOOR CALL -OUT SIZE -1'
83 1/8'
CON JAMBAS DE YESO
TAMANO DE
LA PUERTA -1'
83
1/8'
BIPASS W/WOOD JAMBS
DOOR CALL -OUT SIZE PLUS 1"
84"
CON JAMBAS DE MADERA
TAMANO DE
LA PUERTA MAS 1'
84'
BIFOLDS
LAS PUERTAS De DOS HOJAS
BIFOLD WITH WOOD JAMBS
DOOR CALL -OUT SIZE PLUS , 2"
82
1/2'
DE HOJAS CON JAMBAS DE MADERA
TAMANO DE
LA PUERTA MAS 2'
82
1/2'
BIFOLD WITH '1/2" JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/1'
81 1/2' ON
VINYL
DE HOJAS CON JAMBAS DE YESO
TAMANO DE
LA PUERTA MAS 1 1/4' 81 1/2' on
vinito
BIFOLD W/DRYWALL JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4'
82' ON CARPET
DE HOJAS CON 1/2' JAMSAS
TAMANO DE
LA PUERTA MAS 1 1/4' 82"
on alambro
I
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THE ATTACHED RELEVANT DOCUMENTS.
,1013#0900 '?,,/ 114
1 DATE
REVIEWED BYAAIC,�-
UPSTATE ENGINEERING
(206) 2804715 -,,,1 ... @18 co,
VOID IF STAMP INKNOT RED.
42'
15- 7-1/2" 13'
,5t�3' 0-1 —7 9. 4—
* Carbon Monoxide Dectector per 316
* Smoke Dqctector per 314
)Z( Surface mount light
13 Recessed can light
)(w 60 cfm exhaust fan to ext.
X- >ocK cfm spot/whole hs exhaust
vtos Vent To Outside
X Fan/Llght Combo
Single pofe switch
8 way switch
Duplex outlet
220 volt outlet
m Ground Fault Interupt
m� Frost Proof Hose Bibb
IAll wells indicated
to be SW-11 �530.-
STRUCTURAL LEGEND
Headers 4xS OF2 U.N.O. 2nd floor
GLB, 24F V4 U.N.O.
— - — - — -- DbI F.J.
Beam
sW-1
Shearwall
-1 Hold Downs
NOTS All metal In contact with treated wood
Shall be approved for such contact
Addiflonal Specs on Sheets A" & Structural Nlotss attached
NOTEt Notching and Boring holes In studs
For Interior and Exterior walls
per 2012 IRC R602.6 (1) & R6028 (2)
2 Story — 2 Car — 42x38.5 — 2597 sf — GL — Lots 2, 9
resist 200 lb load any direction
Reecew
Into floor
w/sol-ldblocking
UnclerlaymenL
I-) t
2x Joist
7 RAIL WALL END STUDS
SectlonMew, 1/2" - V 0"
(8) 16d as
Roof Plan
R CT RAL rVI OR
THI MVU7VNGHUAS"EENRRE�1[LVEV;F
SDi
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELDIVAANT D('
J013#-aLO-q-- TE
REVIEWED l3y---Lg4-
UPSTATE ENGINEERING
,AM,,i,e
INK or
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M
REVISIONS
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RESUe
JUL 2 5 2018
3 Q4N
U&I OG EP
r PED TNMD8NT
_ 4OR E
.ALL MR "
FIT 90-110 BM
MY RA" MR
SHEATHING MR
W MIR PLAN
(OR ROOF � W
STJ]
TRUSSIES OR RAFTERS PARALLEL TO WALL
SHEARdALL PER SEARWALL PER "
no� PIT SOUD BIXG new FIT SOLM SLOG
BOU43ARY RULS MR PLAN BOUNDARY RK113 PER PLAN
RDOF �TH[NG -R RDOF SWATHING MR PLAN
:--T
TRUS3 INW) PER
c 7
DaWAS
FRANDIG MR souff, am W/
Rd EA
2X LEDGM W
M EA STUD
'MUSSIPS PERPENDICULAR TO WALL
2 LOW ROOF �SH ErA �RT R AN S F E R — �TY P
�1/ 2 " — 1- 0"
resist 200 lb load any direction
Pacess
Into floor
w/solid blocking
Underla t
�Jol-t.
RAIL WALL END STUDS
Section Mew 112" - V 0"
(3) 16d ea
2 Story — 2 Car — 42x38.5 — 2597 sf
Shearwall per I
Kin tud continuous from
botioSm to top plates LSTA21 w/ 10d Center & Edge
each side of opening —
(typ 2) 1/ of opening (tjjp 4)
11
"-L
Hd, par plan
an
edge n.ffin
panel g�
Full Height
WINDOW DIFE11"11;
flat blocking
tween studs
required QUp 1)
oldown per plan
Holdown per plan PERFORATED SHEAR WALL DETAIL
THEDRAL CEILING FALSE BEAM DETAIL
1/2" - V 0"
12
20+ yr F.G, oofing
6
15#,roofing
2x1 R af'ers P
:thing 2x8 Rafters P 2
711 OSB sh! o.c.
24- o'c'
Insul.11 Insul.tJ
Insulation baffles Insulation baffles
Eng'dc Truss (twp
R-49 F,G, Insula:Ption
:4,
li Framed roof
id Blocking I I I I I I / 1
olid Blocking
--4
1x8 Fascia 2xb U.J. 10" 0.0,
Dbl 2x fop plate
26g Alum, Gutter
4x8 #2 OF header
8d Galv. 9 6" o,c.
or as noted
diaph, to top plate)
ithin 5' setback
a)
�ifnw vented blocking
use Cor A vent/Smartvent ODt
CL
a)
S.
2x F,J. per plan r
Insul Hdr R-10
8" Horz. Hardboard Lap Siding on 7# felt
7/16 OSB corner sheath nail 8d 9 6" edge/12" field (typ)
or per engineer calcs for shear
2.5 studs 16" o.c. #2 HF or better
R-21 FG, insulation attach stub or use 4 mil vb
1/2" GWB
2x8 base plate, w/16d 8" o.c, & l6d Q 6" o,c, slant nail
2x 10 Rim joist with 3 18d each joist
2x6 pressure treated sill plate
Simpson A35 9 32" o,c,
Mudsill Anchor per schedule
2x F,J. per plan R-30 #4 18" o.c. horz, & vert, min
6" & 8" pc fnd wall #4 10" o.c, horz., 16" o.c. vert,
6xl2 & 8x16 footer R�4 .0 Over 2' Hi
4" perimeter drain in sto-- Slope grade 9 1/4" per foot away from foundation
ne, connect to approved discharge to daylight
4' die. tightline roof drain separate from perimeter footing drain to daylight
18' min Crawl space, 12' min under beams
6 mil black vapor barrier with 12' lap seams
TYPICAL 2 STORY SECTION
1/4" - V 0"
Eng'd Truss / Site Frame
If open rail Is used then space balusters
so a 4' sphere will not pass through
LSU 2 10 Hngr or A35
each stringer (typ)
6' 8' min. clearance
to nose of tread
Firestop adjacent walls per 708.21
At all stair locations
1 1/4" - 2" dia, continuous full length
handrail with 1 1/2' min. space to wall
Return ends to wall or terminate at
post per R311.7 , 8,2
Rail 34"-38" above stair
2x treads and Ix risers���
6" sphere does 'n
Guard/Handrail to sustain pass through
200 lb load 4" sphere does
Balusters to sustain 50 lb load pass through
Hdr
0
-0
C
co
or
from nose of tread
20 16" o,c. studding
anchored to stringers and floor
GWB both sides continuous
36" wide min, landing
LSU 210 Hngr or A35
2x 12 Stringers
10., t ... d (min 10")
Max, 7 3/1" rise
w/ 3/4' to 1 1/4" nosing
Fireprotect enclosed under stair walls
and soffits with 1/2 GWB
Firestop Adjacent walls per R302.11
TYPICAL STAIR DETAIL
Per R311,5
1/4" - V 0"
TYP WALL /
WINDOW SECTION
2nd Floor
1/4" - 1' 0"
STRUQTURALPEVIEVV
THIS DRAWING HAS BEEN REVIEWED FOR
STRUCTURAL REQUIREMENTS ONLY PER
H�, ATTACHED RELEVANT DOCUMENTS
,j0B#_aKog_ DATE:�P
REVIEWED BY C' -/
UPSTATE ENQINEER�NG
(?06 280-4715 . "_i_@Upt8 4.
V 10 16 STAMP INX N07 RED,
NOTE,
Splice and nail top plates as shown at all
Exterior walls, shear wells and at each
floor level and at roof.
TOP PLATE SPICE ELEV,
1/4�. - 1. 0.1
CD
A
'E�' log
REVISIONS
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--RESUS
JUL 2 5 2018
BUNINOGF DEPOPAJ
MR NMD ENT
WALL MR
M SU-ID SIXG
MY PALS MR MAN
S�THW PER MM
W PER PLAN
(OR ROOF �) W
STLK)
TRtJSSES OR RAFTERS PARALLEL TO WALL
�RWN_L MR _RWk_L MR
71� M � 8= TIGHT M SOLM KXG
a0U0MY �S MR MM 5(X)MARY HAVII-S PE "
RDOF SlEATIOG PER MM WOF SHEATHmW3 MR MM
aHT MK'
y
&C:
;-T
NW) PER FILM
CWTI)LK)US
MW MR MAN SOLID BUM W/
� M a s`IU0
-JAA,,P- 2X LEM W/
Im a sm
� ICULAR TO WALL TRISS.S P.IP.NDICULAR TO WALL
0 �FSOH rA �RT R A �NS �E R �-T Y P
�1/20 _ 1. "
reslst 200 lb load any d1rectlon
Recess
Into floor
w/solld blocklng
Underlayment
2x Jo,t
RAIL WALL END STUDS
Section Vlew 1/2" - 1' 0"
(3) 16d ea
Shearwall per p
'In, stud continuous from
b .... . o top plates
each aid. of opening LSTA21 wl led Center & Edge
(tup 2) (�� of opening (tUp 4)
LHdr
par plan
panel edge natllng�
rull Height
WINDOW OPENING
F
L
:tflet bl..ki.9
—n studs
i required (typ
oldown per plan
___J
Hold— per plan PERFORATED SHEAR WALL DETAIL
,�A
Ey� �1/2 1. 01.
REVISED PLANAPPIR
CITY OF EDMONDS BUILDING
PLANS
CATHEDRAL CEILING FALSE BEAM DETAIL
1/2" - P 0"
2 Story — 2 Car — 42x38.5 — 2597 sf — Lots 2 4 9 11
12
20+ yr F.G. roofing
15#,roofing f� x8 Rafters@ 2 4" o.c,
7/1 ) OSB she:tthing
24" O.C.
I Tu:
Eng'd Truss (typ)
:F.G.
InsulatJ
Insulation baffles Insulation baffles
R-49 Insulation
f oli
oo�
lid Blocking Framed roof olid Blocking
lx8 Fascia 2xI5 ai� '16" '.C.
7
Dbl 2x top plate
26g Alum. Gutter C
4x8 #2 DF header
8d Galv. 9 5" o.c, C
C
or as noted
diaph. to top plate)
ithin 5' setback
a)
CL
�nw vented blocking
I
use Cor A vent/Smartvent opt
I hr con5f per IRC
8" Horz, Hardboard Lap Siding on 7# felt
7/16 OSB corner sheath nail 8d 9 5" edge/12" field (typ)
2x F.J. per plan
or per engineer calcs for shear
2x6 studs 16" o.c, #2 HF or better
Insul Hdr R-10
R-21 F,G, insulation attach stub or use 4 mil vb
1/2" GWB
2x6 base plate, w/115d 8" o,c. & 16d Q 6" o,c, slant nail
2x10 Rim joist with 3 l6d each joist
2x6 pressure treated sill plate
-Simpson A35 9 32" o.c.
MM6dsill Anchor or A,B, per schedule
Slab on rade
#4 18" o,c, horz. & vert. min
a
8" pc fnd w , 611
8x1l5 footer�
Over 2' Hi - #4 10" o.c. horz., 15" o.c. vert.
Slope grade Q 1/4" per foot away from fnd
4' cla. tightline roof drain seperate'from perimeter footing drain to daylight
8 mll black vapor barrier
with 12' lap seams
TYPICAL 2 STORY SECTION
1/4" - P 0.1
Eng'd Tr U ss / Site Frame
If open rail Is used then space balusters
so a 4' sphere will not pass through
LSU 210 Hngr or A35
each stringer (typ)
6' S' 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 wall
Return ends to wall or terminate at
post per R311.7 , 8.2
Rail 34"-38" above stair n
2x treads and 1x risers':!!��
or
from nose of tread
2x4 16" o,c. studding
anchored to stringers and floor
GWB both sides continuous
36" wide min. landing
LSU 2 10 Hngr or A35
�x trIngers;
10"'2trS..d (min 10")
Max, 7 3/4" rise
w/ 3/4" to 1 1/4" nosing
5" sphere does not\ ' Fir�protect enclosed under stair walls
G ard/Handrail to sustain pass through k ano soffits with 1/2 GWB
u 0 1 Firestop Adjacent walls per R302.11
20 lb load 4" sphere does not
Balusters to sustain 50 lb load pass through
20 TYPICAL STAIR DETAIL
Per R3115
1/4" - P 0"
Hdr
0
OD
TYP WALL /
WINDOW SECTION
2nd Floor
1/4" - 1- 0"
NOTE.
Splice and nail top plates as shown at all
Extertor walls, shear wells and at each
floor level and at roof.
b5 8
CD
CE
REVISIONS
IN
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TOP PLATE SPICE ELEV, � n
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'S E'
STF1u`1T1WR=R' UMENM_ge_�
STRM_C. �UAL RR" '
_,I VE-�I.R
TH ""E
T, (),L,
_ R
ATTA L Doc�
THE '�L'��_ '1; 11 A
JUbTF Le5 061 I�yl' -;�=J
REVIEWED _a
uPSTATE ENG"EE�'�.
(206) 2804715 - Si@-PI8
�Jo IF STAmp INKNOTRED,
Upstate Engineering Services
PO Box 952 Lynnwood, Wa 98046
(205) 280-4715 UpstateEngineerL)gmail,com
General Structural Notes - Unless Noted Otherwise
GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE
(IBC), 2016 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED
BY LOCAL JURISDICTION.
DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS.
INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT
FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION,
FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 1600 PSF BEARING CAPACITY.
BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6' MINIMUM
BELOW OUTSIDE FINISHED GRADE.
COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE
OF ORGANIC MATERIAL AND DEBRIS, FILL SHOULD BE
PLACED IN MAXIMUM 8' LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE
MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED
BY ASTM D-1557 TEST PROCEDURES.
CONCRETE fc = 2500 PSI MINIMUM 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 A
STM A-615. LAP SPLICES 32 BAR DIAMETERS, WELDED WIRE FABRIC SHALL CONFORM TO
ASTM A-185 AND SHALL BE 6X8 W1 A X W1 A. LAP ONE FULL MESH AT SPLICES
TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
BEAMS AND POSTS (4x- AND GREATER): DF-L#2
JOISTS / STUDS (2x-): HF#2 / STUD
GLUE LAMINATED BEAMS GLB) 24F-V4 (241748 @ CANTILEVERS)
2x- TIMBER SHALL BE KILN DRIED, GRADES SHALL CONFORM TO ?WWPA GRADING RUI FS 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.
ROOF DIAPHRAGM INSTALL MINIMUM 1/2' CDX PLYWOOD (32/16) OR 7/16' OS6 SHEATHING.
NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d
AT 6' O.0 AND INTERIOR SUPPORTS WITH 8d AT 12' 0,C., BLOCKING NOT REQUIRED,
FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-1-FLOOR (24oc) SHEATHING.
GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH
10d AT 6" O.C., AND INTERIOR SUPPORTS WITH 10d AT '100C, 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 STIFFIENINGS HAVE BEEN INSTAU ED.
DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO
BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
WIND DESIGN CRITERIA:
NOMINAL WIND SPEED - 85 MPH RISH CATEGORY 11
ULTIMATE WIND SPEED - 110 MPH IMPORTANCE, 1=12
WINDOW EXPOSURE, B KZt = 1.00
SEISIMIC DESIGN CRITERIA:
EQUIVALENT LATERAL FORCE PROCEDURE
IMPORTANCE, le = 1.0
SS = 1260
Site Class, D
S1 = OA93
SEISMIC DESIGN CAT, D
SIDS = 0.84
SEIS. FORCE RES, SYS, A.15.
SDI = 0.60
DESIGN BASE SHEAR = 8324 lbs
CS = 0.13
RISK CATEGORY 11
R = 6,5
2 Story — 2 Car — 42x38.5 — 2597 sf
SHEARWALL & HOLDOWN NOTES (U,N.O,) Upstate Engineering Services
PO Box 952 Lynnwood, Wa 98046 Date: 9/8/2017
(206) 280-4715 UpstateEngineerggmail.com Job # 0809
(1) Simpson or equal, Locate at end of shearwall u,n,o, Install
per manufacturer recommendations for foundation min end
distance and embedment, deepen foundation as required,
(2) Construct cripple wall same as shearwall (SW) above, and
gabel-end same as shearwall (SW) below,
(3) Requres 3x or (2)2x foundation sill plate
(4) Threaded rod and couler as required,
(5) Common nails, UNO: 8diO,131"X2 1/2", 10d=0,148x3",
12d=0,148"x3 1/4", 15d=0.152"x3 1/2", 1153d Sinkers=0,148"x3 1/4"
(5) Install Hl's on all trusses/rafters, A35's at 24" o,c, gables &
rim joist (or solid blkg) to top plate (sill plated at fnd) UN01 When
specified spacing is less than 24" o.c., install A35's at roof solid
blk'ing to SW top plate, and install H 1 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)= 15d 9 5" o,c, at
abutting panel edges.
(8) Anchor bolts shall be embedded at least 7" into concrete�
there shall be a min of 2 bolts per piece with one bolt
located not more than 12" or less than seven bolt diameters from
each end of the piece. 2x min PT, UNO.
HOLDOWN SCHEDULE SIMPSON U.N.O.
Mark
Vertical
Hortz,
Hold down /
Strap *(D
Fasteners to
(2)-Studs Min UNO
Foundation
Anchorage X(l)(4)
Comments
T-1
STHD 14/14RJ
(38)/(30) - 115d
N/A
SHEARWALL
SCHEDULE
Sheathing -Applied to
Sheathing
Edge Nails #5
Roof to Top Plate
Sill
Plate
Anchors
w/
Mark
2x HF
studs 9 15" o,c,
All
Edges Blocked
Base Plate
Floor
to Top Plate
3" x
3" x
1/4"
washers
X(2)
U.N,O, Below
(do
not
penetrate past flush)
Nailing
#5
& Sill
Plate *(15)
see
note
X(8)
SW-1
7116"
OSB
8d
9 5"
o,c, (12" o,c. f1d)
16d 9
12" o.c,
H i Q
24" o,c,
5/8"
dia
x 10"
AB's
9 60" o.c,
or A35
9 24" o,c,
SW-2
7116"
OSB
8d
Q 4"
o,c. (12" o.c. fld,)
115d 9
8" o.c.
A35 9
20" o.c.
5/8"
dia
x 10"
AB's
9 48" o.c.
SW-3
7115"
CSB (-X7)
8d
9 3"
o,c. (12" o.c. fld,)
115d 9
155" o,c.
A35 9
ib" o,c.
5/8"
dia
x 10"
AB's
9 48" o,c.
SW-4
7/ 15"
OSB 0(7)
8d
Q 2"
o,c. staggered
15d Q
4" o,c.
A35 Q
12" o,c,
5/8"
dia
x 10"
AB's
Q 15" o,c,
(12" o,c. fld,)
I
RSW
7116"
OSB Both Sides (*7)
8d
Q 2"
o,c, staggered
See Detail 1
/ A2
(12" o.c. f1d.)
8TFjUCTURAL REVI
THIS ORAWINCI HAS BEEN REVIL
8TRIJtTURAL rIEQUIREMENTS ONLY PER
THE ATTAt�HED RELEVANT DOCUMEN
joB#_QjLq_ DATE !� PP'—T, -Is
REVIEWED BY - -
�PSta com
VOIO IP $VAMP INK NOT RW.
�SD
REVISIONS
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—RESUS
JUL 2 5 2018
W&D
,r,r8FL&AjR
IMEN1
SPECIFICATIONS
VENTILATION AND INDOOR AIR QUALITY CONTROL-2015 CODE
Sizei per IRC 2015
Where ceilings are applied direct to the underside of
rafters, cross ventilation shall be provided by maintaining a
an unobstructed ? air space on the underside of the roof
sheathing for save 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
Not Venti 1/150 of attic spacei 1/300 if half of
required ventilation area is three feet above the save
vents, or if warm side vapor barrier is present,
Screeni 1/4' corrosion resistant metal mesh required.
Gable and Roof Ventst locate as high as possible. Crawl
space ventsi 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 fens 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 sgstemsi 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/Ht minimum .35 and maximum 5 air
changes per houri CFMi minimum 15 cfm in each
bedroom plus 15 cfm for combined living area Sone
ratingi maximum 15 at 0.1 inch water gauge. Fan ofm flow
ratingi 0,25 inch water gauge static pressure. Duct
terminationst terminate outside the building with back
draft dampers; Exhaust ducts: insulated with R-4 within
uncondif ioned spaces. Supply ductsi insulated with R-4
within conditioned spaces
Interior doorst not to impede air flow to whole house
exhaust fan.
Air Inletst outdoor fresh air to be screened and
protected from entry of Insects, leaves and debris
Locate away from noise and air pollutionj do not
connect to attic, crawlspace, hazardous or unsanitary
areas, fuel burning appliance areas, minimum 10' from vent
opening of plumbing drainage system, appliance vent
outlet or other source of odors, fumes or flammable
vapors unless inlet is at least 3' below such vent
openingi Each habitable area shall have outdoor air
inlets with controllable secure opening of at least 4
square Inches at top of wall or windows with back draft
dampers, Alternate fresh air supplyi integrated with
furnacej with 8" diameter duct from exterior to return
air plenum with manually adjustable flow damper; furnace
f an to be operated by 24 hour clock. Proof of
performance testing and letter of compliance required
for inspection,
Mechanical Penetrationst to be caulked/foamed and sealedi
with firestops as requiredj 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 Fixtures: 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, weetherstrippingi 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 Barrieri required at exterior walls, stick framed
rafters, vaulted ceilings, attics less than 12", and roof
space cavities used as duct spacej use well stapled
(maximum 8" o.c. with less than 1/ 16" gaps) faced
insulation, 4 mil poly vapor barrier with sealed or 66
lapped joints, or low perm rated (I or less) interior
paint (show proof).
Crawl Space Vapor Barriert 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
aboval use rigid insulation board behind recessed wall
fixturesi under floor insulation support by twine, lathe
or other means not relying on batt compression; attic
access cloon insulate, weatherstrip and baffle. concrete
grade slabi insulate 24" perimeter with R-10 rigid foam
board with interior and exterior thermal breakj alternate
basement wall insulationt interior furring for insulation
batts or protected R-10 rigid foam board or permissable;
supply duct insulation: R-8 in open areaj R-5 in slab;
installed according to WSEC table 4- 161 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 out end of the rafter,
R312,2,1 Window Sills,
In dwelling units, where the opening of an operable window
is located more than 72 inches (1829mm) above the finished
grade or surface below, the lowest part of the clear opening
of the window shall be a min of 24 inches (810mm) above the
finished floor of the room in which the window is located.
Operable sections of windows shall not permit openings that
allow passgae, of a 4 inch diameter (102mm) sphere where such
openings are located within 24 inches (610mm) of the finished
floor,
Exceptions:
1. Window whose openings will not allow a 4 inch diameter
(102mm) sphere to pass through the opening when the
opening is in its largest opened position,
2. Openings that are provided with window fall prevention
devices that comply with ASTM F 2090,
WSEC R4013 Certificate
A permanent certificate shall be completed and posted on or
within 3 feet of the electrical panel by the builder or
registered design professional. The certificate sahll list the
R values of the insulation installed in or on ceilling/roof,
walls, foundation, and ducts outside of conditioned spacesi
U-factors and solar heat gain coefficient of glazing, and
the results of required duct testing and building envelope air
leakage tests. The certificate shall list the types and
efficiencies of heating, cooling and service water heating
equipment
2 Story — 2 Car — 42x38.5 — 2597 sf
GENERAL SPECIFICATIONS
ADDRESS 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 ety 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 WINDOWSo Per R310-1 maximum 44" fromfloorto
finished sillj net opening minimum5 sf 9 grade,5,7square
feet abv) minimum sash width 20" and minimum sash height
24",
TUB & SHOWER firestop showers minimum
30" D. with surfaces of 1024 S.I. smooth non-absorbant
wainscot up 70" with water proof gypsum wallboard
backing with no vapor barrier allowed behind at exterior
walli 2.5 gpm shower flow restrictors; Safety Glass
enclosures,
STAIRSi (perR311,5) risers 7 3/4" maximum; 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 postl 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 manufacturers/supplier
Shall conform to the design specs for light metal plate connected
wood trusses as adopted by the Truss Plate Institute (TR),
All trusses shall be preservative treated DF meeting min
siresses 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
FOOTINGSi exterior footings to extend 18" below grade,
Inferior crawlspace footings to extend 8" below grade;
strip all decomposable forming material before backfilling,
GARAGE APPLIANCE& all electrical devices (swithces,
burners, and pilots) minimum 18" above floori appliances
to be LIL approved with auto shutoff switchl 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 basei extend pressure
relief line from valve to exterior; HW tank to be labeled
1987 NAECA.
HARDWAR6
All finish hardware shall be Schalge or approved equal.
GARAGE FIRE SEPERATION WALLs Type X"
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 IN" 5/8" GWB on common ceiling with
living space above,
REQUIREMENT& Contractor shall verify all site conditions,
building dimensions, prior to procceding with the work,
Any variations from conditions and dimensions shown on
the derawings shall be reported to the desinger f or
resolution prior to proceeding with the work. Written
dimensions shall have precedence over scaled dimensions.
FIREPLACEi UL Approved with label displayed; installed
according to manufacturers specifications, glass doors
installed with tight 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 as sleeping area
per R315
TYPICAL ROOF SHEATHINGi
1/2" CDX Plywood index 32/16, unblocked, w/ face grain
perpendicular to framing below, stagger end joints, Nail as
f ollows:
Diaphragm Boundary and over
exterior walls and shear wallsi 8d 9 Wo.c.
All supported edgesi 8d 9 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 follows:
Diaphragm Boundary and over
exterior walls and shear wallst 8d 9 6"o.c,
All supported edgest 8d 9 6"o.c.
Fieldi 8d LO 10"o,c.
Structural I Grade, conforming to U.S. Product Standard PS I
and shall be pressure treated
FRAMING/SHEATHING LUMBERs
Reld protect all cut surfaces of lumber with preservative which
shall be applied In accordance with manuf.'s remmmendatlons,
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 Sec R320 IRC 201E
All new framing members, rafters, joists, and beams shall be fastened
with 'Slmpson' 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 paint,
Provide 5/8' 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 Association:
Beam #1
Joists & Rafters #2 SMI��
Studs & Plates Construction THIFORAWING HAS BEEN REVIEWED FOR
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELEVAN
ic Cocur�r
)B# 09 061 DATE
IREEVI�-W—ED By ��R
UPSTATE ENG�11.1% ING
('K
VOID IF S—P INK NOTRED-
244-42,Fcd
REVISIONS
0
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(4-
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= -0
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RESUB
JUL 2 5 2018
"U&RNG -pAR7-Mr
=N,
Fry OF EIDMom
Window, Skylight and Door Schedule
Window, Skylight and Door Schedule
Project Information Contact Information
Mietzner Home Builders, ULC Mike Mletzner
244th at Edmonds Mlken-�@mletznergroup.com
42' plan 426 212-2491
WIdthHeIght
Ref. U-factor OtFeeInFeelnch Area UA
Exempt Swinging Door (24 sq. ft, max.) 020 .1 2 86 8 178 533
Exempt Glazed Fenestration (15 sq. ft, max,) 0.0 0.00
Vertical Fenestration (Windows and doors)
Component
WIdthHeIght
Description
Ref. Li -factor QtFeeInFeelnch Area UA
5040 he
030
1 5
4
20.0 6.00
4040 he
020
2 4
4
322 9.60
4046 he
030
1 4
4 6
18.0 6A0
5040 he
0.80
1 5
4
20.0 6.00
4050 he
030
1 4
6
20.0 6.00
40M he
030
2 4
6
48.014AO
5060 he
030
1 5
6
3010 9.00
3050 sh
030
2 3
5
30.0 9.00
2020
030
6 2
2
24.0 720
2640
030
1 2 64
1010 3.00
3016
"o
2 3
1 6
9.0 2.70
8080 store
020
1 3
8
24.0 720
6080 sgd
030
1 6
a
48,0 `14A0
Sum of Vertical Fenestration Area: 333.0 UA: 99.90
Vertical Fene 030
Overhead Glazing (Skylights)
Component WIdthH91ght
Description Ref, U-factor QtFe9InFseInch Area UA
0.0 0.00
Sum of Overhead Glazing Area 0.0 UA: 020
Overhead Glazing Area Weighted: 020
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 2015 Washington State Energy Code (WSEC)
Contact Information
Mike Mletzner
mikem@mletznergroup.com
425 212-2491
Instructions Design Temperature Difference (?T) 46
?T = Indoor (70 degrees) - Outdoor Design Temp
Conditioned Floor Area
Instructions Conditioned Floor Area (sq M 2,697
Average Gelling Haight Conditioned Volume
Instructions Average CellIng Height (ft) 8B 22,075
U-Factor X Area = UA
Instructions 030 361 10530
U-Factor X Area = UA
Instructions 050
Attic
U_Factor X Area = UA
Instructions
01028 1,460 8798
Single Rafter or Joist Vaulted Ceilings
U-Factor X Area
UA
Instructions
No selection
Above Grade Walls (sea Figure 1)
U-Factor X Area
UA
Instructions
0.066 2,368 13281
Floors
LI-Factor X Area UA
Instructions
O.M 1,460 4234
Below Grade Walls (see Figure 1)
U_Factor X Area
UA
Instructions
0,042 ---
Slab Below Grade (see Figure 1)
F-Factor X Length
UA
Instructions
0570
Slab on Grade (a% Figure 1)
F-Factor X Length
UA
Instructions
OB40
Instructions
Duct Leakage Coefficient
1,00
Sum of UA 31821
Envelope Heat Load 14,638 Btu Hour
Sum of UA X ?T
Air Leakage Heat Load 10,987 Btu Hour
Volume X 0.6 X ?T X 018
Building DesIgn Heat Load 25)604 Btu / Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load 25)N4 Btu / Hour
Ducts in unconditioned space: Sum of Building Heat Loss X 110
Ducts In conditioned space: Sum of Building Heat Loss X I
Maximum Heat Equipment Output 36,846 Btu / Hour
Building and Duct Heat Loss X 1A@ for Forced Air Furnace
Building and Duct Heat Loss X 126 for Heat Pump
Prescriptive Energy Code Compliance -All Climate Zones in Wa
Project Information Contact Information
Mletzner Home Builders, ULC Mike Mletzner
244th St Edmonds mikem@mletznergroup.com
42' Plan 425 212-2491
This project will use the requirements ' of the Prescriptive Path below and Incorporate the
the minimum values listed. In addition, based on the size of the structure, the appropriate
number of additional credits are checked as chosen by the permit applicant,
Authorized Representative ------Date
All Climate Zones
R-Valuea U-Factora
Fenestration U-Factorb n/a 1 030
Skylight U-Factor n/a 050
Glazed Fenestration SHGC n/a n/a
Oelllngk 49J 01026
Wood Frame Wallgpn 21 Int 0.0w
Mass Wall R-Valuel 21/21h 0.056
Floor 80g 0.029
Below Grade Wallcm 10/16/21 Int + 0.042 ' C9
'r
Slabd R-Value & Depth 10, 2 It n/a
*Table R402.1.1 and Table R402,13 Footnotes Included on Page 2.
Each dwelling unit In a residential building shall comply with sufficient options from Tabl
1. Small Dwelling Unit: 15 credits
Dwelling units less than 1500 square feat 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: 4b credits
Dwelling units exceeding 6000 square feet of conditioned floor area. I
4. Additions less than 500 square feet: 5 credits REVISIONS
Table R4062 Summary
Option Description Credlt(s)
la Efficient Building Envelope ta 05
lb Efficient Building Envelope lb 110
to Efficient Building Envelope to 20
Id Efficient Building Envelope ld 05 -
2a Air Leakage Control and Efficient Van Ob
2b Air Leakage Control and Efficient Van 1.0 4-
2c Air Leakage Control and Efficient Ven is 0
Sa High Efficiency HVAC 3a 110 Q -
3b High Efficiency WAO 3b 10
So High Efficiency WAC So 15
Sd High Efficiency HVAC Scl 1.0
4 High Efficiency HVAC Distribution Sys Q 10
6a Efficient Water Heating 5a 05 05 a) cD
5b Efficient Water Heating 6b 10 110 -C N
5c Efficient Water Heating 5c is N,
6d Efficient Water Heating 6d 05
6 Renewable Electric Energy 05 1200 kwh 0.0
Total Credits 350
*Please refer to Table R4062 for complete option descriptions (S) 0)
-1 1
Table R402.1.1 Footnotes 0
For % 1 foot � %As mm, cl � continuous Insulation, Int � In W
U)
Q_
WSEC 2015 Energy Code Comphance Sect. R401
Glazing Is less then 259/6 of conditioned floor area
Zone 5 climate zone
Prescriptive Option 1: Windows U%%, Walls R-21; Calling R-49, Floor R-M Slab 10/15/21+TB per Table R402.1.1
Provide depth markers for blown attic Insulation
Windows will be U 30 or better. Overhead glazing: U 50, Doors: U20 _J
Ducts outside of conditioned space will be sealed and tested to RS-38 per IRC _J 00
Ducts In conditioned space will be Insulated to R_%, or as close as possible U� Ln C')
4-
8% total, 6% to exterior or lam W 0
Ducts tested per R4033
A continuous air barrier shall be Installed on the bldg envelope, sealling all gaps, W (7)
Comers and Headers shall be Insulated IL a) M
0 -
Seal Garage walls to conditioned space, recessed lights, envelope jambs, knee walls, top plates and sills, = 0 X
EL L. N
Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/gasketed doors). EL CY)
A 5-2 day proprammable thermostat will be provided for primary HVAC system per R4031.1 - all other adjustable U)
= tn
W -a
C:
ENERGY CREDITS () <
3a - Gas Furnace - 94% efficiency - Max 85,846 BTU - 1 energy credit E
4 - Furnace/ducts Inside conditioned space - 1 energy credit -0
6a - flow restrictions 1.75/1 gpm - 5 energy credit Co W C14
Sic - Tankless Gas HW will be provided with min EF. 74% rating for I energy credit W U)
Vapor Retarder for Bldg Fnvelope per R7027 - class I or 11 unless exceptions met
N -a 0
Lighting: 75% of all Interior lighting will be High Efficiency bulbs per R44.1 F-
Ext Lighting will all be High Efficiency per IRC W
All Rourescent tubes will be R8 0' diameter) per IRO CN
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 manditory per 2016 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 35' (excluding vert trandtions)(reductlons for 45d and 90d elbows)
Ventilation: 150 cfm @ 5W16 run time per M`1507,33 located upstairs Hall Bath
RESUS
JUL 2 5 2018
BURNG QFPAR1-M
ITY OF EDMON§t'
Window, Skylight and Door Schedule
Window, Skylight and Door Schedule
Project Information Contact Information
Mletzner Home BuIlders, ULC Mike Mletzner
244th st Edmonds Mlkem@mletznergroup.com
42' plan 425 212-2491
WldthPolght
Ref, U-factor QtFeeInFeelnch Area UA
Exempt Swinging Door (24 sq. ft, max.) 030 11 2 86 8 17B 5,33
Exempt Glazed Fenestration (15 sq. ft. max) Ole 0.00
Vertical Fenestatlon (Windows and doors)
Component
WIdthHe1ght
Description
Ref, U-fector QtFeeInFeeinch Area UA
6040 he
020
1 6
4
20.0 6.00
4040 Ins
030
2 4
4
82.0 9BO
4048 he
020
1 4
4 8
18.0 6AO
5040 hs
000
1 6
4
20.0 6.00
4050 he
020
1 4
5
20.0 6.00
4060 he
030
2 4
6
48.014.40
6060 he
030
1 5
6
30.0 9.00
3050 sh
020
2 3
5
30.0 9.00
2020
0.90
6 2
2
240 720
2640
020
1 2 64
`102 3.00
3016
020
2 3
`1 6
9.0 2.70
3080 store
000
1 8
8
24.0 720
6080 sgd
020
1 6
8
48.0 `14AO
Sum of Vertical Fenestration Area: 3330 UA: 99.90
Vertical Fane 030
Overhead Glazing (Skylights)
Component WIdthHeIght
Description Ref. U-factor QtFesInFeaInch Area UA
010 0.00
Sum of Overhead Glazing Area 0.0 UA: 0.00
Overhead Glazing Area Weighted: 0.00
Total Sum of Fenestration Area and UA (for heating system sizing calculation Area: 3508 UA: 10523
Simple Heating System Size: Washington State
This heating system sizing calculator Is based on the Prescriptive Requirements of the 2015 Washington State Energy Code lWSEC)
Contact Information
Mike Mletzner
mikem@mletznergroup.00m
426 212-2491
Instructions Design Temperature Difference PT) 46
Tr = Indoor (70 degrees) - Outdoor Design Temp,
Conditioned Floor Area
Instructions Conditioned Floor Area
(sq ft) 2,697
Average Ceiling Height
Conditioned Volume
Instructions Average Ceiling Height
(ft) 22,076
U-Factor X Area = UA
Instructions
030, 851 10530
U-Factor X Area = UA
Instructions
Attic
U-FaCtor X Arse UA
Instructlons
OM 1,460 37.96
Single Rafter or Joist Vaulted Collings,/ U-Factor X Area UA
Instructions
No selection
Above Grade Walls (see Figure 1)
UFactor X Area UA
Instructions
M6 2X8
Floors
U-Factor X Area UA
Instructions
0.029 383 JIM
Below Grade Walls (see Flguro 1)
U-Factor X Area UA
Instructions
0242
Slab Below Grade (see Figure 1)
F-Factor X Length UA
Instructions
0570
Slab on Grade (see Rgure,�)
F-Factor X Length UA
Instructions
0.640 157 84.78
Instructions
Duct Leakage Coefficient
1.00,
Sum of UA 371.76
Envelope Heat Load 17,101 Btu / Hour
Sum of UA X ?T
Air Leakage Heat Load 10,967 Btu / Flour
Volume X OB X ?T X 018
Building Design Heat Load 28,067 Btu / Hour
Air Leakage + Envelope Past Loss
Building and Duct Heat Load 28,067 Btu / Hour
Ducts In unconditioned space: Sum of Building Heat Loss X 1.10
Ducts In conditioned space: Sum of Building Heat Loss X I
Maximum Heat Equipment Output 39294 Btu / Hour
Building and Duct Heat Loss X 1.40 for Forced Air Furnace
Building and Duct Heat Loss X 125 for Heat Pump
--------------
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
PLANS MINE. ��F
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2 Story - 2 Car - 42x38.5 - 2597 sf - Lots 2 4 9 11
Prescriptive Energy Code! .Compliance -All Climate Zones in Wa
Project Information Contact Information
Mletzner Home Builders, ULC Mike Mletzner
244th St Edmonds mIkem@mIetznergroup=m
42' Plan '425 212-2491.t
This project will use the requirements of the Prescriptive Path below and Incorporate the
the minimum values listed, In additlon,'based on the size of the structure, the appropriate
number of additional credits are checked as chosen by the permit applIcant.
Authorized Relxesentative -----Date
All Climate Zones
RValuea U-Factora
Fenestration U-Factorb n/a 030
Skylight U-Factor n/a 050
Glazed Fenestration SHGC n/a n/a
Colllngk 49J 0.026
Wood Frame Wallg,mn 21 Int 0256
Mass Wall R-Valuel 21/21h 0.056
Floor 309 OjO29
Below Grade Wallcm 10/16/21 Int + 0.042
Slabd R-Value & Depth 10, 2 ft n/a
'Table R40211 and Table R402.13 Footnotes Included on Page 2.
Each dwelling unit In a residential building shall comply with sufficient options from Tod
1. Small Dwelling Unit: 15 credits
Dwelling units less than 15M square feet In conditioned floor area with less then
2. Medium Dwelling Unit: 3b 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 6000 square feet of conditioned floor area,
4. Additions less than 600 square feet: 5 credits
Table R4082 Sumrnary
Option Description Creditfs)
la Efficient Building Envelope Is 05
lb Efficient Building Envelope lb 10
to Efficient Building Envelope to 22
ld Efficient Building Envelope Id 05
2a Air Leakage Control and Efficient Van 05
2b Air Leakage Control and Efficient Van 10
2c Air Leakage Control and Efficient Van 15
So High Efficiency HVAC 3a 1.0
Sib High Efficiency WAC 3b 12
So High Efficiency HVAC So 1B
3d High Efficiency FIVAC 3d 110
4 High Efficiency HVAC Distribution Sys 1.0 1.0
5a Efficient Water Heating 5a 05 Ob
5b Efficient Water Heating 5b 1.0 1.0
5o Efficient Water Floating 6c 15
6d Efficient Water Heating 5d 05
6 Renewable Electric Energy Ob *1200 kwh 0.0
Total Credits 350
'Please refer to Table R4W2 for complete option descriptions
Table R402.1.1 Footnotes
For 81: 1 foot � 804.8 mm, cl � continuous Insulation, Int � In
WSEC 2015 Energy Code Compliance Sect. R401
GlazIng Is less than 25% of conditioned floor area
Zone 5 climate zone
Prescriptive Option `1: Windows UOO, Walls R-21; Ceiling R-49, Floor R_30, Slab 10/15/21+TB per Table R40al.1
Provide depth markers for blown aftIc Insulation
Windows will be U 30 or better. Overhead glazing: U 50. Doors: U20
Ducts outside of conditioned space will be sealed and tested to F&W per IRC
Ducts In condltlonedgpaoe will be Insulated to R-30, or as close as possible
80/o total, 6% to exterior or less
Ducts tested per R4033
A continuous air barrier shall be Installed on the bldg envelope, sealing all gaps.
Corners and Headers shall be Insulated
Seal Garage walls to conditioned space, recessed lights, envelope jambs, knee walls, top plates and sills.
Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/gasketed doors),
A 6-2 day proprammable thermostat will be provided for primary FIVAC system per R40311 - all other adjustable
ENERGY CREDITS I -------- 11
3a - Gas Furnace - 94% efficiency - Max 39,21M B)FIJ -I energy credit
4 - Furnace/clucts Inside condItIcneds
,1?�q�.7_1-onergy credit
5a - flow restrictions 1,75/1 gpm - B energy credit
5b - Tankless Gas HW wIll be provided with min EF: 741/o rating for 1 energy credit
Vapor Retarder for Bldg Envelope per R7027 - class I or 11 unless exceptions met
Lighting: 76% of all Interior lighting will be High Efficiency bulbs per R404.1
Ext Lighting will all be High Efficiency per IRC
All Flourescent tubes will be R8 (T diameter) per IRC
Energy Code Compliance Cerflflcate posted per R4M @ 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 manditory per 2015 WSEC to <= 6 ACH @ 2 In pressure (50 Pascals) w/sIgned report
Water Supply piping shall be Insulated to min R-3
Exhaust openings must be S' away from all openings.
Max equivalent length of Dryer vent Is 35' (excluding vert transitlons)(reductlons for 45d and 90d elbows)
Ventilation: 150 cfm @ 50% run time per NM50733 located upstairs Hall Bath
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