BLD2017-1336LOT *3
08
OV EL)Af "�D
opo
CITY OF EDMOI
Y
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
"'c 1 wvo
STATUS: ISSUED 12/31/2018
Permitk: BLD20171336,
Expiration Date: 12/310-04-9— Project Address: 8609 244T,,H ST, SW #3, EDMONDS
a OaD
Parcel No: WAITING FOR PARCEL
P&Wjl`_Vx'I'Y 010WN_VK APPLICANT CONTRACTOR
MIETZNER BROTHERS PROPERTIES- LLC MIETZNER BROTHERS PROPERTIES- MIETZNER BROTHERS PROPERTIES- LLC
CIO KENNETH J & AUDREY G DARWIN LLC C/O KENNETH J & AUDREY GDARWIN
11611 AIRPORT RD SUITE B-I CIO KENNETH J & AUDREY GDARWIN 11611 AIRPORT RD SUITE B-I
I-VERETT,WA 98204 11611 AIRPORT RD SUITE B-I EVERETT. WA 98204
EVERETT, WA 98204
(425) 212-2490 (425) 2 12-2490 (425) 2 12-2490
LICENSE #: MIETZBP878CJ EXII:02/11/2019
NEW SFR, PLUNBINGAND MECHANICAL INCLUDED
*4;
VALUATION: $237,097
PERMIT TYPE: Residential
PERMIT GROUP: 64 - Single Family Residence Nevv
GRADING: N CN'DS: 0
TYPE OF CONSTRUICTION�
RETAINING WALL ROCKERY:
OCCUPANT GROUP:
OCCUPANT LOAD.
FENCE: 0 X 0 FT.)
CODE: 2015
OTHER - ------- OTHER DESC _IZONE
RM-2 4
NUMBER OF STORIES 0
1 VEST ED DATE
NUMBER OF DWELLING UNITS: 0
ILOT #
F\ISTING AREA
BASEMENT � 0 1 ST FLOOR: 0 2ND FLOOR� 0 1
PROPOSED AREA.
ASEMENT: 0 1 ST FLOOR: 741 2ND FLOOR. 1197
3 RD FLOOR� 0 GARAGE: 0 DECK: 0 OTHER: 0
13 RD FLOOR: 0 GARAGE- 402 DECK: 42 OTHER: 0
BEDROOMS: 0 BATHROOMS: 0 1
BEDROOMS: 4 BATHROOMS: 3
FRONTSETBACK SIDESF-FBACK REARSETBACK
REQUIRED- S 15 PROPOSED: 15+ 17 M-MED: E 10 PROPOSED: 10+ RE UTRED: N 15 PROPOSED: 15+
IIEIG14T ALLOWED:0 PROPOSED-0 IREQUIRED: W 10 PROPOSED: I 0.S_ I
SETBACK NOTES: Setbacksto parent lot, eave andpatio meet encroachment exceptionson mcst. See BLD20171333 for coverage and pal -king
requirements
IAGREETOCOMPLY WITH CITY ANDSTATELAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORVED THEREBY, NO
PERSONVALL BEEMPLOYED INVIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TOWORKMEN'S COMPENSATION
INSURANCEAND RCW18:27.
THIS APPUCATON IS NOTA PERMIT UNTIL SIGNED BY THEBUILDING OFFICIAL OR HIS/HER DEPUTY ANDALL FEES AREPAID.
Z�'&Zed-e� A44&ff- 12/31/18
Print Narne Date
Released By
Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTILA FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC] 09" TBCI IOARCI 10.
= FIRE = APPLICANT = ASSESSOR CrIFY
ViIf — a
VV
I rl�
STATUS: ISSUED
BLD20171336
• Final approval on a project or final occupancy approval must be -ranted by the Building Official prior to use or occupancy of
the building or structure. Check thejob card for all required Citv inspections including final project approval and final
occupancy inspections.
• Any request foralternate design, modification, variance orotheradministrative deviation (hereinafter"variance") fi-om
adopted codes, ordinances orpolicies must be specifically requested in %witing 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 provis ions which do not comply with city code and for which a variance has not been
specificall�- identified, requested and cons idered 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 speciiication.
• Sound. -Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits
of E.CC Chapter 5.30 only during the hours of 7:00arn to 6:00prn on weekdays and 10:00am and 6:00pin on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating front construction sites/activities must comply with the
noise lit -nits of Chapter 5.30. unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse. heirs. assigns, and Successors in interests, agrees to indemnif� defend and hold
hamiless the Citv of Ednionds, Washington, its officials, employees, and agents firom any and all claims for darnapes of
whatever nature, arisin- directly or indirectly fi-orn the issuance for this perntit. Issuance of this permit shall not be deerned to
C,
rnodi�-. waive or reduce any requirements of any Cit� ordinance not- limit in any way the City's ability to enforce any ordinance
provision.
THIS PERMIT AUTHORIZ-ES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRNIATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEVVALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMrTi SEE ECDC 19. 00�005(A)(6)
I TO SCHEDULE INSPECTIONS
1 1.111111111 a] 10 10
Go to: www.edmondswa.gov
2. Then: Sen�ces
3. Then: Permits/Development
4. Then: Online Permit Info
5: If you don't have one already, create a
login (upper right hand corner)
6: Schedule your inspection
Building Department Inspections
are now scheduled online If you
have difficulties, please call the
Building Department front desk for
assistance during office hours.
(425) 771-0220
ENGINEERING (425) 771-0220 EXT. 1326
FIRE (425) 775-7720
PUBLIC WORKS (425) 771-0235
RECYCLING (425) 275-4801
When calling for an inspectior 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-
• F-Addressing Visibility
• F-Fire Final
• E-h-osion Control.'Mobilization
• F-Storm Connect to Stub
• F�\Vater Service Line
• F-Drive\vay Form & Slope Ver.
• E.-Fri-ineering Final
• B-Setbacks
• B-Footings
• B-Foundation A'all
• B-Foundation Drainage
• 13-Isolated FootingsTiers
• B-First Floor Frarnina
• B-Plumb Rough In
• B-Gas Test./Pipe
• B-Mechanical Rough In
• B-E)derior Wall Sheathing
• B-Roof'Sheathing
• B-\A"indow Flashing
• B-Frarning
B-Insulation"Energy
• B-SheetrockNail
• B-Building Final
• B-Other
Mietzner Brothers Properties, LLC
244 th St Project, Edmonds — 11 Lots
Revised: 3/7/2019
To whom it may concern
8UDZO(I-R!�(,
REVr!7'ver
MAX I i
OUXOft I
CITY 0 -%D—V?-TMEW
OFSMI(*Q
The following changes have been made to all plan sets for all lots in the 244 Ih 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
AI Section A updated to slab on grade
A5: Type 2 Story Section updated to slab on grade
WSEC: Energy CaIcs updated to slab on grade with new max BTUH
Thank you
Doug Williams
Designer
425 530-1042
do ugwi Ilia ms444Pgma i Lcom
4, rp
(:;) 6 ) 7 /3 3 �0
0,E E DV
DEVELOPMENT SERVICES
RESIDENTIAL BUILDING PERMIT
APPLICATION
121 5'h Avenue N, Edmonds, WA 98020
1658t. I S(P
City of Edmonds Phone 425.771.0220 2 Fax 425.771.0221
PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS
PROJECT ADDRESS (Street, S City Sta e, zip): 7'qt1-M
8615i 5-1
Parcel #: —
OP111*3M310010z, 03,05
Subdivision/Lot4:,Oi,�',
Project Valuation: $
APPLICANT:
miezvo ?'m7w Pf*�oj; L-L-C-
Phone:
qz37;_z1-2 zql( )
Fax:
�75 zJ2 z 7- Y3
AdIrl (Street City State, Zip). WA
E-Mail Add re
PROPERTY OWNER: 16 Ani
Phone:
Fax:
Address (Street, City, State, Zip):
E-Mail Address:
LENDING AGENCY: Iq Ilk
Phone: 7
ax:
Address (Street, City, State, Zip):
E-Mail Address:
CONTRACTOR:*
Phone:
Fax:
Address (Street, City, State, Zip):
E-Mail Address:
*Contractor must have a valid City ofEdinonds business license prior to
doing work in the City. Contact the City Clerk's Office at 425.775.2525
WA State L'cense_#/Exp. Date:
fi? 125" CIT
City Business License #/Exp. Date-
NK-OZ 13
DETAIL THE SCOPE OF WORK:
x
"e-
_?,i
PROPOSED NEW SQUARE FOOTAGE
FOR THIS PROJECT:
Basement: .-J A, sq. ft.
Select Basement Type: Finished Ll Unfinished
I" Floor: sq. ft.
Garage/Carport: q0z_ sq. ft.
77loor: sq. ft.
Deck/Cvrd Porch/Patio: tf 7- sq. ft.
Bedrooms Full-3/4 Bath 4 Half -Bath #
Other: sq. ft.
Fire Sprinklers: Yes 0 Nom
Retaining Wall: Yes [_]
Grading: Cut cu. yds. Fill cu.yds.
Cut/Fill in Critical Area: Yes NoX
I declare under penalty ofperjurylaws thatthe information Ihaveprovidedon thisfornvapplication istrue, correct and
complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to
the City of Edmonds.
Print Name: M I Owner 9 Agent/Other El (specify):
Signature: Date:
FORM A L:\Building New Folder 20 1 OTONE & x-ferred to L-Building-New drive\Form A2014.doex Updated: 1/17/2014
0 V ED Af
DEVELOPMENT SERVICES
RESIDENTIAL BUILDING PERMIT
APPLICATION FORM A
5()
St. 1 S9
121 5h Avenue N, Edmonds, WA 98020
City of Edmonds
Phone 425.771.0220 2 Fax 425.771.0221
MCHANICAL
I
N
Equipment Type
Appliance/Equipment Information (new and relocated)
Total N
Furnace
Gas #_LElec #—Other:— 9— BTUs: <100k— >100k— Location(s) LOV E-1-
Air Handier / VAV
(circle selected)
Gas # Elec # Other: # CFM: <10k >10k Location(!
AC / Compressor
Boiler / Heat Pump
Gas #—Elec #—Other:_ #.— BTUs:—<100k, _100k-500k, ____500k-IMil
Roof Top Unit
HP: <31_3-15,_15-30 Location(s)
-t9-
(circle selected)
Hydronic Heating
Gas #—Elec #—In-Floor —Wall Radiant— Boiler BTUs: Location
Exhaust Fans (single
duct)
Bath #_tKitchen #J—Laundry # #_
—Lother:
Fireplace
Gas # ( Elec #—Other:— #_ Location(s) 6-1 12AA F4-VM - I
Dryer Duct
hEL GAS
Appliance Type
Appliance/Equipment Information (new and relocated)
Total #
AC Unit
BTUs: Location(s):
Furnace f—,VjpA qt�fA
BTUs: 4*16 2 11000 = Location(s): 7—MV rlvof
Water Heater fZAA4�j -:�tj'j
BTUs: �'�QtQtY) _Location(s):'7AAKLE;5_6 ).4j
Boiler
BTUs: Location(s):
Other:
BTUs: Location(s):
Fireplace/Insert
BTUs: 1 wo — Location(s): &7 f'Ad P��
Stove/Range/Oven
Dryer
Outdoor BBQ
TOTAL OUTLETS
FIXTURE COUNT
a d r 'oc t
Fixture Type (new and relocated) Total # =_ Fixture Type (new and relocated)
)
Total #
Water Closet (Toilet)
n
�7
Pressure Reduction Valve/Pressure Regulator
7new 7easTedTotal!
Sink (kitchen, laundry, lavatory, bar, eye wash, etc.)
atory b r, eye w h etc.)
. ,
I
Water Service Line
Tub/Shower
Drinking Fountain
Dishwasher
j
Clothes Washer
Hose Bib
19-
Backflow Prevention Device (cg. RBPA, ECDA, AVB)
-0-
Water Heater Tankless? Yes No[E]
-
Hydronic Heat in: Floor El wall 0
491-
Floor Drain/Floor Sink
Other:
Refrigerator water supply (for water/ice dispen Ser)j
Other:
FORMA LMuilding New Folder 2010\DONE & x-ferred to L-Building-New driveTorm A2014.doex Updated: 1/17/2014
HEIGHT CALCS
A = 459. 10
8 = 459.20
C = 460.05
D = 460.13
AVERAGE GRADE = 459.62
MAXIMUM = 489.62
PROPOSED PEAK = 487.93
PARENT LOT COVERAGE.
PROPOSED—
MAX=39,012 x .45=17,555
UTILITY
ACTUAL — 15,224 / 397.
TRENCH
PARENT LOT IMPERVIOUS SURFACE
EX. 28,895 SF / 39,012 SF = 74. 1%
PROPOSED: 28,958 SF / J9,012 SF = 74.27.
TOTAL IMPER
10'
3
LOT 1, 5 72 SF
BSBL
10.0' SHARED
UTILITY
EASEMENT
7ATED) ---,
KD
rRA E S U 'm
OCT 0 5 2018
BUILDING DEPARTMENT
CITY OF EDMONDS
PROPO
SEWER
STUB
Q)
GARAGE
LOT 3
2,21� F��'
19",
19. 0'
PROPOSED
WA TER METER
PROPOSED —
SEWER LINE
0
24.0'
PROPOSED
WA TER
MAIN
A
INEERING DPASM
NO
Zone k1 — Z, � Corner
FlaB_--
Setbacks !�2 quired
L P-�- Front
Actual
Sidesw/L--
Rear Al
Other
HORN
SCALE: 1 = 20'
0 10 20
APPLICANTIOWNER
MIE7ZNER BROTHERS PROPE"ES, UC
11611 AIRPORT ROAD, SUITE B-1
EVERETT, WA 98204
D�0?017 133K
I
SW 114, SEC 31, T 27 N., R.04 E, W.M.
244TH ST
DESIGNED BY._ DATE: I SCALE. JOB NO.:
JRC 09 11-2017 1 `20 16-0800
LOT #3 EXHIBIT
11m
INSIGHT ENGINEERING CO.
P.O. BOX - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO CdANSIGHTENGINEERING.NET
4 1
r
�E�e-b 7 13
U '"'STATE
ivengineering
P') BOX 952 LYNN%NCOD, vVA 98D.1.6
'2Q6'
, 81�4-b?61
SERV10ES@UPST8.00M
STRUCTURAL CALCULATIONS RECEIVEU
SEP 2 8 2017
DEVELOPMENT SERVICES
COUNTER
Client: MIETZNER BROTHERS PROPERTIES LLC
Project Name: 193 8 SF (REVERSED PLAN OK)
Scope of Work: LATERAL DESIGN OF A (2)-STORY SFR
Upstate Job#: 0808
Date: 9/8/2017
Loction: 244th Street, Edmonds
LOTS 1, 3, 8 AND 10
?- 0 14
JO�B # 0808
Andrew M. Gahan, PE
9/6/2017
244th St SW - Google Maps
244th St SW
p S
47 7-17654,-127 354783
Imagery Oc2O- 7 Google, Map data @2017 Google
or,
—A
244th St SW
Edmonds, WA
United States 1000 ft
19/612017. I)esign Maps Summary Report
M-UM Design maps Summary Report
ag
User —Specified Input
Report Title 244TH STREET
Wed September 6, 2017 22:38:14 UTC
Building Code Reference Document 2012/2015 International Building Code
(w�ich utilizes LSGS hazard data available in 2008)
Site Coordinates 47.777650N, 122.35478OW
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category VIVIII
LynnA,qod
E dm ond?
MountlakeTeiracw
Botfiell
In di a nol a *Shoreline
3 5uquami._-.h
405
P " Redmond
USGS—Provided Output
S, = 1.260 g Sms = 1.260 g S,s = 0.840 g
S, = 0.493 g S,, = 0.743 g S,, = 0.495 g
I
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,
VIC E� R E! su o-is v. S:; e E: t - i -n Dcst:-i Reti�zyisc Souct'i-ri
I
Lateral Analysis IBC2015
UPSTATE JOB#: 0808
Description: 1938 SF
Engineer: amg
Governing Code: 2015 International Building Code all references in right margin are 2015
IBC unless specifically noted otherwiSEt. [Page numbers]
1603.1 General Design Criteria [3531
Roof
Walls
Floors
Snow
Partitions
Live Load (psq
25
40
25
Dead Load (psq
15
10
10
io
1603.1.4 Wind Design Criteria F35A1
PTI
1. Nominal/Ulti mate Wind Speed Vasd/Vult 85/110 mph F 1609 3(3) [372]
2. Risk Category 11 1.00 A SCE 7 T 6-1[771
3. Wind Exposure Category "B" 1609.4[3731
4. Internal Pressure Coefficient +/-55 A SCE 7 F 26,11-1 [2581
5. Components and Cladding design pressure +/-16 psf A SCE 7 30.2.2 [3161
1603.1.5 Earthguake Design Data r3541
1 . Seismic Importance Factor
2. Short Period Acceleration
2. 1 -Second Accelleration
3. Site Class
4. Spectral response coefficient
4. Spectral response coefficient
5. Seismic Design Category
6. Seis. Force Resisting System
7. Design Base Shear
8. Seismic Response Coefficient
9. Response Modification Factor
10. Analysis Procedure
11. Risk Category
Table of Contents
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
1,�
1.00
A SCE 7 T 1. 5-2 [51
Ss
1.26
USGS Seismic Design Map Online
S,
0.493
USGS Seismic Design Map Onfine
D
A SCE 7 7- 20.3- 1 [2041
SDS
0.84
EQ 16-39[387]
SD1
0.50
EQ 16-40[3871
D
T1613.3.5(l) and (2) [3981
A.15.
ASCE 7 T 12.2-1[731
6878 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[73]
A SCE 7 T 12.6- 1[881
A SCE 7 T 11. 6-2 [691
Version 7.0 Pg 0.1
Wind Desiv (MWFRS - Simplified Envelope Procedure) IBC 2015
Part 2 Wind Load Method ASCE 7 28.1.1 (2) f297
Nominal/Ultimate W�nd Speed 85/110
Wind Exposure Category B
Height & Exposure Adjustment I = 1.00
Topographic Factor Kzt = 1.00
Wind Pressures ASCE 7 28.63 f3021
p, = I K, 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]
Minimum pressures shall not be less than assuming the pressures for
zones A and C equal +16 psf, B & D equal +8 psf, while zones E, F, G, & H all equal zero.
Roof Pitch 6 :12 or 26.565 degrees
Ridge Elevation 28 ft
Eave Height 18.75 ft
Mean Roof Height, h 23,375 ft
Zone Pressures, 0.)(l)s3o) ASCE 7 F ZL6-1 L304L
ASCE 7 EQ 28.6-1 [3061
ASCE 7 28.6.4 [306]
ASCE 7 26.2 [243]
110
H-ori-zontal Pressur s
Vertical Pressures
Over angs
0
A
B
C
D
E
F
G
H
EOH
I
GOH
.1.
23.32
14.1
17.34
6.44
-6.82
-14.13
-5.10
-11.57
-16.05
-14.40
2
6.76 _
4.6
3.69
-0.22
-7.46
1.50
-4.94
38
-2 72]
Horizontal Zones Areas & Forces. Fx ASCE 7 F 28.6-1[303
End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal
dimension (1.1i.d.) or 0.4h, but not less than either 4 percent of lhd or 3 feet.
D
F X= Z 1,
�1'13 sx-X,
x = A
Diaphratim (x = 2)
I.b.d. (ft) = 32
a (ft) = 3.2 Areas
2a (ft) = 6.4 Forces
Diaphraem (x = 1)
I.h.d. (ft) = 32
a (ft) = 3.2 Areas
2a (ft) = 6.4 Forces
Frontto Rear
A�
B
C
D
90
0
204
0
Fx 5635
Fxmin 2940
Front to Rear
A
B
C8
D
122
0
-1
+
0
F, 5983
Fxmin= 3030
Side to Side
A
B
C
D
58
110
117
204
F 6255
Fxmin
Side to Side
A
B
C
D
122
20
209
0
F,, 6752
F..i,, 3510
Version 7.0 Pg 1.1
Seismic Design IBC 2015
Site Gasification, Criteria Selection, & Minimum Desien Lateral Force
Risk Category
11
ASCE 7 T 6-1 [771
Seismic Importance Factor
CE
1.00
ASCE 7 T 1. 5-2 [5]
Seismic Design Category
D
T.1613.3.5(1) and (2) [398]
Site Class
D
ASCE 7 T20.3-1 [204]
Short Period Acceleration
ss
1.26
F1613.33(l) [388-9]
]-Second Acceleration
:31
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]
Desi2n Spectral Response Acceleration Parameters
Site Coeffiecient, Fa 1.0 T1613.3.3(1) [387]
Site Coeffiecient, Fv 1.6 T1613.3.3(2) [387]
Substitute equations 16-37 & 16-38 into 1.6-39 & 16-40 respectively,
2
S DS�— . F a's S SDs = 0.84 EQ16-39 [387]
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 VAere: F= 1. 1 for (2)-story ASCE 7 EQ 12.14-17 [108]
Vertical Distribution, Forces at each level ASCE 7 12.14.8 [1087
F,, = (w./W) V F, = 0.142 xw,, ASCE 7 EQ 12.14-12 [109]
F,ffpvtivp -.0itmip Wpiaht 9, 1pnropc t1hel at V
Diaphragm (x 2)
Fy = 3893
roof ai 77. =7
floor ar-ea(7)
story height (ft)
wall length (ft)
WX
1383
0
8.1
164
weight (Ibs)
20745
0
6642
27387
Diaphragm (x = 1)
Fx = 3514
roof w-ea (ft)
floor area (f�)
story height (ft)
wall length-(ft)
Wx
75
��l �
9
112
weight Obs)
1125
11910
5040
24717
Version 7.0 Pg 2.1
Allowable Stress Desin Loads For Wood IBC 2015
Design shall be in accordance with Sections 2304-2306.
Structures using wood shear walls and diaphragms to resist
wind, seismic and other lateral loads shall be designed and
constructed in accordance with AF&PA SDPYvS 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 Fx 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 contmls,
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 stmPlify & arrange variables
'0.9 —0.14 S DS D + P Q E
1.4
Where QE equals F,, of the respective diaphragm.
2301.2 [473]
2305.1 [488]
1605.1 [357]
1605.3.2 [3591
1605.1 [357]
ASCE 7 11143.1.3 (7), EQ 12.14-5 [104]
Principle of Mechanics
Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist,
Wind Desi2n Lo2ds. 1.3 Fx
For Kzt = 1.00
Front to Rear
Side to Side
Diaphragm
Force Obs)
Force (Ibs)
x=2
4396
4879
x = 1
4667
5266
Seismic Design Loads, (p/1.4) F�
p = t.3
Diaphragm
Force (Ibs)
x=2
36 115
5
x=1
3263
EQ 16-22
ASCE 7 12.3.4 [83]
Version 7.0 Pg 3.1
Allowable Stress Desi2n Loads For Wood - cont.
Sum the moments about the base of a shearwall, overturning shall resist,
2 W
(v-w)-h - D-- t P-%v for wind
3 2
: D- W + P w'.
(v -w) - h 0.9 - 0.14 S DS I . — i for seismic
%%� 2
Where, V = shear per linear foot of sbearwall
W = width of shearwall
h = height of shearwall
D = resisting dead load centered over shearwall
P = resisting dead load at end of shearwall
Free Body Diagram of a ShearWall
n
(V x 0)
Version 7.0 Pg 3.2
Tributary loads
Wind Scis
VD(x+l)[lbs]
% I m-m
VD(x) (Ibs] 2197,81 1807.54
VT(x)[Ibs] 2197.811807.54
L 34.50 34,50 I
n 64 -52
2015 SDP%VS SEISMfC MAX
TMAX(x)[Ibs]
VD(x+4)[Ibs] Wind Seis
%
VD(x)(Ibs]
VT(x)[lbs]
L
n
2015SDPWS SEISMICMAX
TMAX(x)[Ibs]
Wind Seis
VD(x+]) [Ibs]
%
VD(x)[Ibs] 2197.811807.54�=MNNEWMMMM�
VT(x) [Ibs] 2197.811807.54
L 26,50 26.501
n 83 68 �mmmmmmmmmm�
�2015SDPWS SETSMIC MAX
TMAX(x) [Ibs] 330 154
Wind Seis
VD(x+])[lbs]
%
VD(x)[Ibs]
VT(x)[lbs]
L
n
2015SDPWS SETSMTCMAX
'TMAX(x) [Ibs]
Version 7.0 Pg 4.1
Wall Line
Level
(x)
01�1
Segment
Tributary loads
Wind
Seismic
Width
Height
F
wr
wra
wf
wfa
T(x)
T(x+l)
T(x)
T(x+l)
Seis max
F-R
Wind Seis
VD(x+l) [Ibsi 2197.81 1807.54
% 31% 31%
VD(x) [Ibs] 1446.64 1011.42
VT(x) [lbs) 3644.45 2818.96
L 31.00 31.00
n 118 91
2015 SDPWS SEISMIC MAX
TMAX(x) [lbs) 621 309
5.50
9
621
309
1
25.50
9
18
-393
2
F I
F-R
Wind Seis
VD(x+l) fibs]
% 50% 50%
VD(x) [ibs] 2333.29 1631.32
VT(x) [lbs] 2333.29 1631,32
L 16.50 16.50
n 141 99
2015 SDPWS SEISMIC MAX
L TMAX(x) [Ibs] 504
16.50
9
504
-5
3
F I
F-R
Wind Seis
VD(x+]) [lbs] 2197.81 1807.54
% 19% 19%
VD(x) [Ibsi 886.651. 619.902
VT(x) [lbs] 3084.46 2427.44
L 30.08 30.08
n t03 81
2015 SDPWS SEISMIC MAX
TMAX(x) [lbs] 813 369
5.58
9
813
330
369
154
24.50
9
243
330
-295
154
4
1
F-R
Wind Seis
VD(x+l) [Ibs]
%
VD(x) [lbs)
VT(x) [Ibs)
L
n
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibsl
Version 7.0 Pg 4.2
MON
. I QiI
Tri u loads
��=
mememmmomm
i Wind Seis
VD(x+l)[lbs]
%
VD(x)[lbs] 2439.43 1807.54
VT(x)[lbs] 2439.43 1807.54:=MEWNN=M==�
L 10.00 10.00
n 244 181
,2915 SDPWS SEISMIC MAX
TMAX(x) [lbs] 1367 755
mmmmmmmmmm�
Wind Seis
VD(x+1)(lbs]
%
VD(x)[lbs]
VT(x)[lbs)
L
n
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibs]
Wind Seis
VD(x+l)[lbs]
%
VD(x)[lbs] 2439.43 1807.54
VT(x)[lbsi 2439.43 1807.54
L 21.12 21.12
n 115 86
2015 SDPWS SEISMIC MAX
531 223
Wind Seis
VD(x+l)[lbs]
VD(x)[lbs]
VT(x)[lbs]
L
n
�2015SDPWS SFISMICMAX
ITMAX(x)[lbs]
Version 7.0 Page5.1
Wall Line
Level
(x)
Segment
Tributary loads
Wind
Seismic
Height
wr
wra
wf
wfa
T(x)
T(x+])
T(x)
T(x+])
Seis max
A_
S-S
Wind Seis
VD(x+]) [1bsj 2439.43 1807.54
% 28% 1 28%
VD(x) [Ibs] 1474.61 913.54
VT(x) [lbs] 3914.04 2721.08
L 4.50 4.50
n 870 605
2015 SDPWS SEISMIC MAX
TMAX(x) [lbs] 4765 3080
2.00
4
4765
1367
3080
755
1
2.50
4
4759
1367
3072
755
1
IR
F -I
I S-S
Wind Seis
VD(x+]) [lbs]
% 50% 1 50%
VD(x) [lbs] 2633.23 1631-32
VT(x) [lbs] 2633.23 1631.32
L 19.50 19JO
n 135 84
2015 SDPWS SEISMIC MAX
TMAX(x) [lbs] 356
19.50
9
356
-247
c
F I
I SI-S
Wind Seis
VD(x+l) [lbs) 2439.43 1807.54
% 22% 1 22%
VD(x) [Ibs] 1158,62 717.782
VT(x) [lbs] 3598.05 2525.32
L 13.00 13.00
n 277 194
2015 SDPWS SEISMIC MAX 304
TMAX(x) [lbs] 2664 1554
2.88
9
2664
531
1554
223
304
10.13
9
2446
531
1,300
223
D
S-S
Wind Scis
VD(x+1) [Ibs]
%
VD(x) [Ibs]
VT(x) [Ibs]
L
n
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibs]
Version 7.0 Page5.2
Shear wall Summar
FSheeting Reqrn'ts.
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- 1 st
A - I st
B - Ist
C - I st
D - I st
84
91
101
99
73
81
621
605
96
84
198
304
1 4
5 8
2 4
SW-1 SW-2 SW-3
Shear Tra
Wind I
118
91
141
99
103
81
870
605
135
84
277
194
SW-4 RSW
Overturning Values
Wind Seismic
1367
4765 3080
2664 1554
Sheathing 260 350 11 511 679 1 1000 (Plf)
Shear Flow 145 280 300 475 1 1000 �(Plf)
Shear Transfer Connectors - CD, = 1.6, Hem -Fir
Connector Z (Ibs)
16d Nails (Common: 3.5"xO.162") 195.2 lbs 2015 NDS TI IN [105]
1 16.2 1 8.4 7.8 4.9 2.3 0.0
16d Slant Nails (v<1 50plf) 160 lbs 2015 ADS TI IN[] 05]
1 13.2 6.9 6.4 4.0 1.9 1 0.0
Simpson A35 Clip 510 lbs Current Simpson Guide
Simpson H I Truss Connector
415 lbs
Current Simpson Guide
1 34.3 1 17.8 16.6 10.5
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 Botts (2x)
-F
912 lbs
2015 NDS TI IE [931
1 75.5 39.1 36.5 23.0
10.9 1 0.0
5/8" Diameter Anchor Botts (2x)
1328 lbs
2015NDSTIJE[93]
5/8" Diameter Anchor Bolts
1664 lbs 2015NDS TI I E [931
Page6.1
naineer
SHEARWALL & HOLDOWN NOTES (U.N.O.):
(1) Simpson or equal. Locate at end of shearwall u.n.o. Install
per manufacturer recommendations for foundation minimum end
distance and embedment, deepen foundation as required.
(2) Construct cripple wall same as shearwall (SW) above, and
gable -end same as shearwall (SW) below.
(3) Requires 3x or (2) 2x foundation sill plate
(4) Threaded rod and coupler as required.
(5) Common nails, UNO: 8&0.131"x2l/2", 10d=0.148"x3",
12d=0.148"x3'/V, 16d=0.162"x3'/2", 16d sinker--0.148N31/4".
(6) Install 111's on all trusses/rafters, A35's at 24"o/c on gables &
firn 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 HI or H2.5 on all
trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35.
Conn. per Simpson Strong -Tie or equal.
1171, hAinimi im 3x or dbl-2x stud lam'd %Pd '%_2 Y 1 63d 17R, E6" _at
.......... _...
abutting panel edges.
(8) Anchor bolts shall be embedded at least 7" Into concrete;
there shall be a minimum of two bolts per piece with one bolt
located not more than 12" or less than seven bolt diameters from
each end of the piece. 2x min PT, u.n.o.
HOLDOWN SCHEDULE Date: 9/8/2017
Job #: 0808
MARK
HOLDOWN
STRAP *(I)
FASTENERS TO
(2.)-STUDS MIN U.N.O.
FOUNDATION
ANCHOR *(1)(4)
COMMENTS
T-1
STHD14/14RJ
(38)/(30) - 16d
N/A
T-2
MSTC40
(8) - 16d sinkers to each
connected element
N/A
WRAP BIMIREADER AS REQ'D
SHEARWALL SCHEDULE Date: 9/8/2017
Job #: 0808
SHEATHING - APPLY TO
SHEATHING EDGE NAILS *(5)
ROOF TO TOP PLATE,
MARK
BASEPLATE
SILL PLATE ANCHORS w/
*(2)
2x HF STUDS @ 16"o/c
ALLEDGESBLOCKED
NAILS *(5)
FLOOR TO TOP PLATE
3" x 3" x 1/4" WASHERS *(8)
U.N.O. BELOW -(9)
(do not penetrate past flush)
& SILL PLATE *(6)
SW_ 1
7/16" OSB
8d @ 6" o/c (12" o/c field)
16d @ 12 "o/c
HI @ or 24 " o/c
5/8"OxIO"AB's(a.) 60"o/c
A35 (a), 24 " o/c
SW-2
7/16" OSB
8d @ 4" o/c (12" o/c field)
16d @ 8 " o/c
A35 @ 20 " o/c
5/8"0x10"AB's@ 48"o/c
SW-3
7/16" OSB -(7)
8d @ 3" o/c (12" o/c field)
l6d @ 6 " o/c
A35 @ 16 " o/c
5/8"OxIO" AB's @ 48 " o/c
9d @ 2" o/c staggered
SW-4
7/16" OSB *(7)
(12" o/c field)
16d @ 4 " o/c
A35 @ 12 " o/c
5/8"OxIO"AB's@ 16"o/c
8d @ 2" o/c staggered
RSW
7/1611 OSB Both Sides *(7)
SEE DETAIL I
(12" o/c field)
UPSTATE
engineering
PO BOX 952 LYN',�V;00D. VW, 9801.6
T. (?Ob) 280 _L/15 F (?06) 864 -b?b
SERVICESOU UPST8.CONA
General Structural Notes — Unless Noted Otherwise
GENERAL ALL CONSTRUC'nON SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR
OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION.
DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS.
INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL JURISDICTION.
FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR
FOOTING SHALL BE V-6" MINIMUM BELOW OUTSIDE FINISHED GRADE.
COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC
MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF
95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-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-185 AND SHALL BE 6X6—W1.4 XW1A. LAP ONE FULL MESH AT SPLICES.
TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
BEAMS AND POSTS (4x— AND GREATER)
JOISTS / STUDS (2x—):
GLUE LAMINATED BEAMS (GLB)
DF-L#2
HF#2 / STUD
24F-V4 (24F-V8 AT CANTILEVERS)
2x— TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER",
LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL
CONNECTIONS PER IBC TABLE 2304.9.1.
ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED
EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" 0 C.-I 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 W�TH 1 Od AT 12" O.C.,
BLOCKING NOT REQUIRED.
MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR
SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS
HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.
WIND DESIGN CRITERIA:
NOMINAL WIND SPEED — 85 MPH RISK CATEGORY 11
ULTIMATE WIND SPEED — 110 MPH IMPORTANCE, I = 1.0
WIND EXPOSURE, B KZT = 1.00
SEISIMIC DESIGN CRITERIA::
EQUIVALENT LATERAL FORCE PROCEDURE
IMPORTANCE, le = 1.0
Ss = 1.260
SITE CLASS, D
S1 = 0.493
SEISMIC DESIGN CAT., D
SDS = 0.84
SEIS. FORCE RES. SYS, A.15.
SDI = 0.50
DESIGN BASE SHEAR = 6878 Ibs
Cs = 0.13
RISK CATEGORY 11
R = 6.5
2'-0" MIN.
2x TOP PLATE
HEADER PER PLAN
r
EXTEND OVER
2
SHEARWALL
APA RATED SHTG
PER SW SCHEID
(BOTH SIDES)
HOLDOWN
0
PER PLAN
(2) 5/8"0 A.B.
EMBED 7" MIN
CONC SLAB ------
CONT FTG W/
(2) #4 TOP
& BOT
NAIL SHTG TO
HEADER @ 3" OC EW
(3) 2x STUDS UNO
NAIL SHTG TO
EACH STUD
8d NAILS @ 3" OC
ALL PLATES
HEADERS & STUDS
(3) 2x PLATES
NAIL SHTG
TO EACH PLATE
8" CONC STEM WALL
(2) #4 VERT EA FACE
#3 TIES @ 8" O.C.
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) W1
(2) 16d TO EA STUD
TRUSSES OR RAFTERS PARALLEL TO WALL
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER
STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF FRAMING PER PLAN
2X LEDGER W/
(2) 16d TO EA STUD
RAFTERS PERPENDICULAR TO WALL
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER
STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURALNOTES
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/DEC14
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/ HC
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
T- 2
ALL P-X-M'RZOiZ vOL-L-s
AND A" SHAD6D wAL-L-S
To- 6r PAR sw-1, UNO
2
0808
1938 sF FLAN
UPPER FL.001Z
LAI-LrKA L
N0'MDF-TA-VL-- 2 NOTUsF-D
T1 T1 T1 T1
ALL ,r-X-M1ZSOR 14AL-Ls
AND AL--L- s0ADF-D v%[A":5
"r0 FIE FOK slq_1, UNp
OSOS
1938 sF FL -AN
L-O v F-1Z FL-O o iK
LA-rL1zA L
L,v f -3
Lb �)o 0 13134�0
BeamChek v2016ficensedto: Doug Williams Reg#9077-2098
Mietzner-244th-32x39-1938 sf 'I - Crawl 5.25
Date: 8/15/17
Selection 14x8 HF#2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Loads
Min bearing Area K1= Z.b 04 KZ= z.* in- (1.0) UL UeTl= UAJI In
Beam Span
5.25 ft
Reaction 1 LL
788 # Reaction 2 ILL 788 #
Beam Wt per ft
6.17 #
Reaction I TL
1001 # Reaction 2 TL 1001 #
Bm Wt Included
32 #
Maximum V
1001 #
Max Moment
1313'#
Max V (Reduced)
770 #
TIL Max Defl
L / 240
TL Actual Defl
L >1 000
ILL Max Def I
L / 360
LL Actual Defl
L >1 000
Section (in')
Shear (in')
TL Defl (in)
LL Def I
30.66
25.38
0.05
0.04
14.26
7.70
0.26
0.18
OK
OK
OK
OK
47%
30%
19%
20%
Fb (psi)
Fv(psi)
___E(psixmil)
Fe-L (psi)
Reference Values
850
150
1.3
405
Admusted Values
1105
150
1.3
405
CIF Size Factor
1.300
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
C1 Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Uniform LIL: 300 Uniform TL: 375 =A
., �i I -?- -1 -N /.-t\ - - 17W
Uniform Load A
R1 1001 R2 = 1001
SPAN = 5.25 FT
Uniform and partial uniform loads are lbs per lineal ft.
-1;
SEP 2 8 2017
DEVELOPMENT SERVICES
COUNTER
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietzner-244th-32' 2 Garage Dr 16
Date: 9/11/17
Selection 5-1/8x 15 GLB 24F-V4 DIFIDIF Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adfustments
Loads
min bearing Area hi= �j.i in, hz= �j.i in, (1.�) UL UeT1= u.2;e in hecom L;amDer=u.;jj in
Beam Span
16.0 ft
Reaction 1 LL
3840 # Reaction 2 LL 3840 #
Beam Wt per ft
18.68 #
Reaction 1 TL
5909 # Reaction 2 TL 5909 #
Brn Wt Included
299 #
Maximum V
5909 #
Max Moment
23638'#
Max V (Reduced)
4986 #
TIL Max Defl
L / 240
TL Actual Defl
L/390
ILL Max Defl
L / 360
LL Actual Defl
L / 705
Section (in3)
Shear (in 2
TL Def I (in)
LL Def I
192.19
76.88
0.49
0.27
118.19
31.16
0.80
0.53
OK
OK
OK
OK
61%
41%
62%
51%
t-D (psi)
1--v (psi)
L (psi X mil)
Fc-L
Reference Values
2400
240
1.8
650
Adiusted Values
2400
240
1.8
650
Cv Volume
1.000
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
CI Stability
1.0000
Rb = 0.00 Le
= 0.00 Ft
Uniform LL: 480 Uniform TL: 720 =A
Uniform Load A
R1 5909 R2 = 5909
SPAN = 16 FT
Uniform and partial uniform loads are lbs per lineal ft.
t h
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietzner-244th-32x39-1938 sf 3 - Nook 6080
Dale: 8/15/17
Selection 4x 10 IHIF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Loads
min bearing Area mi= 3.b in- mz=,j.b in- ki.o) UL Uell= V.Ve III
Beam Span
6.0 ft
Reaction 1 LL
960 # Reaction 2 LL 960 #
Beam Wt per ft
7.87 #
Reaction 1 TL
1464 # Reaction 2 TL 1464 #
Bm Wt Included
47 #
Maximum V
1464 #
Max Moment
2195'#
Max V (Reduced)
1088 #
TL Max Def I
L / 240
TI-Actual Defl
L / >1 000
LL Max Defl
L / 360
LL Actual Def I
L/>1000
Section (in3)
Shear (in2)
TL Def I (in)
LL Detl
49.91
32.38
0.06
0.03
25.83
10.88
0.30
0.20
OK
OK
OK
OK
52%
34%
18%
16%
Fb (psi)
F-v (psi)
E (psi x mil)
Fc-L (psi)
Reference Values
850
150
1.3
405
Adiusted Values
1020
150
1.3
405
CF Size Factor
1.200
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
Cl Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Uniform LL: 320 Uniform TL: 480 = A
Uniform Load A
R1 =1464 R2 =1464
SPAN = 13 FT
Uniform and partial uniform loads are lbs per lineal ft.
C,
4VII
1945 Plan
1945 Plan t r 1945 Plan
244th
Edmonds Scheme #3 S,
-A Q.
Rare Gray Scheme -#-I Scheme #6 i
Project �4 White Trim Virtual Taupe Eclipse
f Brown Trim Cream Trim
T':
Exterior
Colors
in ows
4 Extra IN
Extra Windows
t 2597 Plan 1938 Plan
8
Scheme #2
Adaptive Shade Scheme #4
Brown Trim - Gauntlet Gray
' White Trim
L
1938 Plan 2597 Plan 9 11
Scheme #3 Scheme #5
White Trim Suitable Brown
Rare Gray
Ll Cream Trim
2 2597 Plan 1938 Plan
10
Scheme #1
Scheme #6 Virtual Taupe
Cream Trim Brown Trim
Eclipse
L
1938 Plan 2597 Plan i
Scheme #2 Scheme #4
Adaptive Shade Gauntlet Gray
i In
Brown Trim White Trim
Extra Windows Extra Windows
C�q
. 1 1 4%
P--4
Main -
Virtual Taupe
SW7039
Accent - Front Door -
VanDyke Brown Black Fox
SW7041 SW7320
Main - Accent - Front Door -
Rare Gray Thunderous Jasper
SW6199 SW6201 SW6216
Main - Accent - Front Door -
Gauntlet Gray Mindful Gray Urbane Bronze
SW7019 SW7016 SW7048
Trim/Gutters -
Musket Brown
Trim/Gutters -
Musket Brown
Trim/Gutters -
White
Trim/Gutters -
White
Main - Accent - Front Door - Trim/Gutters -
Suitable Brown Gray Area Iron Ore Classic Cream
SW7054 SW7052 SW700
-7-
-----------
Main - Accent - Front Door Trim/Gutters -
Eclipse Svelte Sage Andiron Classic Cream
SW6166 SW6164 SW6174
5/4x8 behind
top of fnd T&G Pine Soffit
Q entry
HEIGHT CALC
A: 459. 10
Bi 459.20
Cs 460.05
Dt 460.13
Aver Grade, 459,62
Maxi 489.62
Proposed peaki 487.93
F2xi
IIX4�3wwww
4X4 �PTU
1/2 Smooth Hardi Bd
Column
Plan View
Corner Block
(Framers)
5/4x8 Fascia lx3 Trim
W.W, W'W.
GABLE TRIM
Flas
Top View
Face View
8"X8,
8'XIB'
Hose Bib Lights Address
BEVELED BLOCKS
2x Blocks Wx20' if 4 Vs
13/
I -INELM",
15080
30 yr F,G. Comp Roofing
Front Elevation
Felt
8" Siding
Flashing
2x8 Band Board
Felt
8' Siding
w/ top flashing 6N24' if 5 Vs ER I I BAND FLASIDIG
2 Story - 2 Car - 32
WW Rake
/1/3 ww
WINDOWS
2x8 Head trim
5/4x4 sides
2x3+5/4x4 Sill
Front & Sides only
3
CD
Left Elevation Lot 3
TRIM DETAILS (N,T,S,) /-�7/16 OSB
P M Whiteboard
1-
? 04
0 Flashing
1- X
C' X
2x8
lx6 whitaboard
x8xIS Corbel
h/4�4
Flat _'XJ SiLL
WINDOW TRIM FROIECTEO GABLE STONE BILL
Over the Siding (on front only)
X 39 - 1938 sf - GR - Lot 3
10A
r-Flashing (E-it r _t-P)_J
Cap 2X8
16" 1 0
BOARD & BAT
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLA14S MIJST BE
ON JOB, SITE
Right Elevation
Ini
====ZEE
Rear
PLAN SHEET INDEX
Ali Cover/Elev
A2i Foundation/Alt Elev
A3: First Floor/Section
A+ Second Floor/Roof
A5: Details
A& Structural notes
AT Specif ications
WSECI Wa St Energy Code
WORK BUILIDINGWTMENT
ADDRESS 7S(00% A
OWNER
APPROVED DATE:
BLDG. 0111_...
PERMIT NUMBER
2(D;_7D1 1 �25�
PR! �By PLAN 11N,
CITY COPY
Vinyl Sash Insul DbI Glazed Windows (typ) with frame vents
Provide Window venting of 4% of floor area
Provide natural light at 8% of floor area
Provide each sleeping room with a exit or
window opening
min height 24'
min width 20"
min area 5 sf 9 grade, 5.7 sf upper flrs
no keys/tools required on Inside,
Per IRC R310
Additional Specs & Details on Sheets A5-7
Structural Cales
Lateral Bracing per Structural Engineering Calos attached
Provide min. 36" Lending 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' tightline --------------------
to appryd. a" drainage ityp)
ContIrlypus-Metal gutters
,NrS]tg/Lhlllty work to be referenced to the FIll/Grade permit
Elevation
Total Impervious surface of Lot 8: 1672 sf
Paint Colors/Store work: Scheme # 3
Miefzner Brothers Properties, LLC
CODE: IRC W5_
244fh St Edmonds Project - 32xJ9 ----------------
WSEQ 2015 Etfergy & Vent, code
PI&rbIng UPC 2015
Lot 3
National Electric Code
Mechanical IRC 2016
Street address to be prominently displayed In
Rc)of Load: 25 lbs
contrasting color, 4' hi, plainly visible from the street.
See additional Speos/Datalls on Sheets A5, 6, & 7
Seismic Design Cat: D2 (conventional)
Wind Speed: 85 mph
Attic ventilation- provided as per R806
Under Floor Inspection required
prior to Installation of floor decking
ROOFi 1197 sf *144/300-575 sq,in. req'd
All Holdowns, Framing, AB,
Provide equiv, or greater not area in and out (low & hi)
Shearwalls, must be Iniceected
Provide (2) gable vent and (10) roof vents
prior to covering,
SQLJAFF- FWTAGE
ENERGY
1st Floor: 741 sf
Windows: Alpine 70 Low E
Gas Forced Air
2nd Floor: 1197 sf
Insulation:
Ceiling: R-49
Total: 1938 sf
Faced FG,
Walls: R-21
Garages: 402 sf
6mill Slab VB
Floor: R-30
E
0
A C-0 R�l 'o
cc
REVISIONS
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JUL 2 5 2018
BUAING DED �
OF r RT,,SNT
zDfoo
321 0" ---3w
.<-5' 10" 0" B,
'a 14' 2"
i Vents in Rim Joist (typ)-
F-3j.4'.12 One p tio
T-1
T-
s., than 6, 80 to PIL
T-
M
7D
j - - - -
L
1- -Aj
- - - - - - - - - -
L —
- - -------------- ---
I- -1 - -I- L - - - - - - L
F - -
- -
- - - - - - - - - - - - - - - -- - - - - - - - - -
J1132 10 oc 71 "0
M
0) 0 :W0
Step, UP 9 1/4' 0
�/A2 (ty
3)
0
0 -0 o-,
= M
zo
0
Crawl Space :E - UI "'o
L I
6 mil v,b, (l 0
R
5' 7" 5' 7- 7' 8"
I
74
L I-
Bq DF#2 - - -
131
--T EF -1
20' 8-1/2"-
5/A
- - - - - - - - �� �Iyp) - - - - -
I--
- -- - - - --- - - - - - - - - -
- - - - - - -
LF10
- - - - - - - - - -
M
.
n
0
0
IL
I
7/A2 ll
12"EV,
3C ceg
[Insul
11 [SjE�al i -
1
2 Car Garage
conc slab on grade
10
virgin/tamped fill
2' 0" min width
- - - -
slope to garage door
1�
112:
11
2x Top plate
Nail shthg to Hdr
Q 3" o.c. e,w.
L 1:7 7
�9
1
1 embed p.t,2x 8 1
1 1 (typ 2)
�
C4
<
—
Header Per man
extend over SW
:
(3) 2x studs J,N.O.
�- ---S-t .411, up 1/4'
:---Nail shthg to ea stud
-41 i-�LB�10 - _Ij
APA rated shthg
per SW sched,
I L - - - - - - - -
(Both Sides)
8d Nails 9 3" o,c.
--
- - - - -
- - - -
(D
Holdown per plan
all plates, heirs, sf uds
Cone
-
- - - - - - - - -
-
16' ?—
4-
-212- 6" /
9/A2 (typ
—32' 0'
LY
T-1 T-1
-'�FR-'-""�02x
plates
1-1�
. .
Nail shthg to as plate
I A2 l I/A2 l
(2)
5/8"x 12" A.B, embed 7" min
8" conc, stem wall
0#4 vert as face
Foundation
Cone slab
#3 ties 9 8" oIc.
Grade
15" min.
Cone ftg w/(2)#4 top btm
rj--� RAISED SHEARWALL DETAIL
�,�RSW�� �1/2- V �O'
2x4 P.T. Nailer In cone. pour
16! oc.
Form nall pins @ 12' oc.
to hold nailer In wall
.-..--.n Cam. Well - Plan View
1/2'= 1' V
3/4" APA rated OSB CD int,w/ext,glue, nail 6" edge, 10" field
2x F,J. 9 16" o,c, Solid blocking Q support
4x4 or 4x5 Wood columns as required
2x4 or 6 ties nailed with 4 16d each MAB15 anchor
Set wood columns on 90# felt protectors
Anchor column to footing with MAB15 2x Floor Joist
O'st
F.J. 124 2x #2 HIF Studs
Q 16" o'c'
Beam Solid blocking as way 1/2XIO AJ3, per Schell w/3" sq x 1/4' washer
1x4 scabs (50 �#4 2x #21 HIF Studs 4" DS tightline 1/2x10 A.B. per Sol w/2" sq x 3/16" washer
#4
'I
18 In w/4-16d nail BM & post #4 18" o,c. Herz, & Vert, min 4" coner, slab #4 18�,o,c.-Hclrzio.� Vert, min
12' In P.T, Post 4" DS tightline Over 2' Hi-#4 10" o.c, Horz. Over Hi #4 1 o.c, Horz,
MAS15 16" o,c, Vert. w/15" ftg hook 7 16" o,c. Vert, w/5" ftg hook
0
o Btm bars-1/2 of max spacing
. . . tamped fill o 'Btm bars-1/2 of max spacing
: : ; 16 1 .
. . ami black vapor barrier, edges lapped 12" It" min 1T. min
. . . . . . . . . . . . . .
8XI15 (2) #4 Cont. Herz. 8xl6
—(2) #4 Cont, Horz.
MConcr, Footing ftg tTg drain ftq I 1Ig drain
INTBIWEDIATE BEARM 8JIll STANDAM IFICILINDATION WALL CIETAL SWIM & STEM FW-UATICN WALL DETAIL
V ��� @ 1/2*= T V 1/2'= T 0'
2 Story - 2 Car - 32 x 39 - 1938 sf - GL - Lots 1, 3, 8, 10
ANCHOR BOLT WASHERS shall be
3' x 3' x 1/4' thick per R502.11.1
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 Calos
and/or l
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 F.G. insulation up to subfloor
Column & Beam Notes,
Cols to be 4x4 u.n.o.
Col, Bases 8' abv gr or P,T,
Protect Col. Base w/FHA 12 or equiv,
Col-Bm post. connect per R407.3
I* min air space betwen wood &
concrete or use pros, trtd.
Laminate multi joists w/ 2 rows
18d 12 16' o.o, stagger top/bot
Stb out #4 rebar @ 18' Do.
at concr. porch to resist
clifferential setting
Provide p.t. rim Joist 9 patio
REBAR REQUIREMENTS,
044 Continuous in ftg, (1) Q top of wall,
#4 Vert, R/F P 18'. R/F Stl to be ASTM A-615 Grade 40
24' max height for stc! fnd wall
24'-provide #4 rebar 10' o,c. l ac, Vert.
2' 6' max height for 6' wall, 4' max for 8' wall
Footings to rest on 2000 psf undisturbed soil.
CRAWL SPACE VENTIALTION per l
Provide 1185 sq in min net (1/150)
Install (11) 5'xlV screened vents at 87,2 sq In each
net (70%) - 739 sq in total provided
Install in Rim Joist (typ)
741 sq ft *144/150-711 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 REVI
THIS DRAWING HAS BEEN K11111111
STRUCTURAL REQUIREMENTS ONLY PER
THE ATT ACHED RELEVANT DOCU 4�Njl
JOB#
_OW DATE
REVIEWED BY —
UZATC. ENQiNFCR1N"
1"') ""4715 -
VOID IF STAAIP INK Nor RED-
E P B Z.4�11.1 s I a b
fr 12"
seno
tube
A x24x 10 pad
0#4 as way
L - - - - - v
Sow Tube Fig CIF-7AL
NTS.
0#4 Cont, w/8' end 4' mln cone slab
hooks to grade beam AM @ 12' oz, EW.
or
6>(61AWxi.4WWWF
24' had pel -1
mi
In
12" 0#4 cent.
TyPIW Faildstl @ G-op Door
Cb
S,
REVISIONS
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—RESUB
JUL 2 5 2018
aulftE 4OR
rPEo' TN' DEr
B/A2
32' 0" --- �P.
-e-5, 10, 12' 0" 14' 2"
Vents in Rim Joist (typ)-
3' i'x 12 conc patio T-L
no closer than 8' 8" to PL
T-1
4 - - - - - - - - - - -- ------------- i --------------
I—L — — — — —
- - - - - - - - - - - - - - - - - - - - - - - - - - *-cg- I
I OD "'o
(D
j !S
0) U.- 0
0 0
(D 0
0 � 'D
Slab on Grade/ — In Oo
L
6 mil v.b. (IDW '�Z Do� c::j
Q - 2
III CL 3,2,
-----------
it, V;
-r-71
I
!i7j
L - - - I
�
L 4-- j
8' 2' 20' 8-1/2",- B/A2
L -IF
771
- - - -- - - - - - - - - - - - - - - -
I
_z-.:-.z- -Z -Z _z- --Lz: - L - - - - -- - - - - - - - - - - - - - - - - - - - -
4' 7'
I n I
7/A2 (typ)
.1 - - - - Ln I 2 Car Garage
T - - - r I I
cone slab on grade
I till irgin/tamped fill
P I slops to garage door
L- - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
1
-
/eb�arb�t
- --------------- ------- ---
7- - -
core
16, 3'
9/A2 (tup 32' 0" -7 1
T-1 T- I
I / A2 RSW I/A2 RSW
Foundation
ANCHOR BOLT WASHERS shall be
7 x 3' x 1/4' thick per R602.1 1.1
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 R403.1.8
Any changes to floor framing
(i.e. I Joist from solid sawn)
will require new floor framing plans.
IWmin,--c� beams
6 mil black vinvapor .�errler
_,.T., n up 0
Column & Beam Notes,
Cols to be 4x4 u.n,o.
Col. Bases 8' abv gr or PT.
Protect Col Base w/FHA 12 or equiv.
Col-Bm post. connect per R407.3
I' min air space betwen wood &
concrete or use pres, trid.
Laminate multi joists w/ 2 rows
18d 9 18" o.c. stagger top/bot
2' 0" min width Stub -out #4 reber @ 18! on.
-e B.. at conor. porch to resist
2x Top plate differential setting
: I . . __—Nail shthg to Hdr rov a p. , r In jo st patio
. . . . Q3 3" o,c. e.w.
REBAR REQUIREMENTS.
Header Per Plan
extend over SW 'Ar (3) 2x studs U.N.O. 0114 Continuous In ftg, (1) Q top of wall.
Nail shthg to as stud #4 vert, R/F 9 18'. R/F Stl to be ASTM A-615 Grade 40
24" max height for std fnd wall
APA rated shthg 24"-provide #4 rebar 10' o,c. horz./161 a.c. vert,
e 2' 6' max height for 6' wall, 4' max for 8' wall
Sides) 8d Nails 9 3" o.c, Footings to rest on 2000 psf undisturbed soil,
(D Holdown per pla
11 gr SW sch d,
-2' Both In all plates, hdrs, studs
CRAWL SPACE VENTIALTION per R408,1
X
>de5 co In min net ' L' 150)
Ov' 1'8 a I
Inste x '6' screens 'It 1172 sq In each
OX 44:i�
n t V '.I provided
Install In R . / is t (tp
11
(3)2x plates 741 1 t 144 50-7 q In r.q ad
van Wt In . of .. "
h 3 h d
Nail shthg to as plate
UNDER FLOOR INSPECTION REQUIRED
(2) 5/8'x12' A.B. embed 7" min 7 7. 8" cone stem wall ALL Holdowns, Framing, Anchors and Shearwalls
(2*4 vert as face must be Inspected before covering.
#3 ties 9 8" D.C.
Cone slab Provision shall be made to prevent
rade water from collecting in crawl spaces
and from leaking ont basement floors.
153" min.
. . . . . . . . . .
Cone ftg w/(2)#4 top & btm
RAISED SHEARWALL DETAIL REVISED PLAN APPROVED
�.�RSW�� �1/2- r �O'�� CITY OF EDNIONDS BUILDING DIVISION
PLANS
DATE
Floor Joist
2� Floor Joist
0#4 Oont, w/8end 4 mnooncs b
hooks to grade beam w/#3 @ 12' oc. E.W.
or
per �chd w/T SDI x 1/4" washer
2k #2 HF Studs
9 15" c,
M 1.4WxlAW WWF
cone slab
2x6 p,t, sill plate
4 18" o.c, Horz. Vert, min
O.C.
0-k
411 DS tightline
1/2x 10 A.B. per Schd w/2" sq x 3/16" washer
1/2 A.
0
4'. .0 . slia
4" coner. slab
#4 18'�nc. Horz. & Vert. min
#4 1 0
Over c i Horz,
over 2 Hi_#4 10"
A favel
24 j:es_�b7
min,
4" DS tightline
o.c.
16 o.c. Vert. w/6" ftg hook
R- 10
Q lvg ape
18" min
(2) #4 Cont, Horz,
t P. fill Btm b.
aml Btm bars- 1/2 of max spacing
.d oe
min
mi
8X16
8x 16
8 IC
(2) #4 Cont, Horz.
0#4 cont,
ftg
ftg
ftg
4 ftg drain
8 STANDAFID FMMATICN STEM WALL DETAL
1/2*= T 0'
GARAGE & STEM FaMATICN WALL DETAL
ro_�\ Typlcd FouI @ Garage Door
-------------------------------
1/2'= T 0'
1/2'= T V
2 Story - 2 Car - 32 x 39 - 1938 sf - GL - Lots 1, 3, 8, 10
2x4 P.T. Naller In core. pour
16' on,
Form nail pins @ 12' Go.
fl to hold nailer In wall
laller In Cona. Wadi - Plan View
1/2'= 1' 0'
'13+1
E744� slab
a.
Ind
:,, W12' J� #4
�2
I sono I core slab
tube I
1 �W. I In
(-_______4_,",24x24x10 pad
2�� w/(2)#4 ea way 4 Ftg to bear on firm
I unalsturbW soll
V
Sono Tute Fta DUAL
@) NTS.
OR
REV,,wED
.E.'Sg��
E
CD _0
ch
16
3
0
REVISIONS
Un)
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REmpow
-
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Ups ...
MAR 13 2019
FSTAMpInKN0TRffD
BUILDING DEPARTME14T
1_0 1 0;
CrrY or EDMONDS
32' 0'-
�5' 10" 12' On
10' 0", 1 li
5x12 conc patio
T-1 T-1
----- SW--+
Kit
cc
k4i
11�3 81.
;I1W 0.1
1 .1 inq
8' ceiu�72
PR
0�21
13
5' 1 ------ it
4XIO
match hdrs
03
DR
)C(
24
0
70
-0 (D
0,
-41 on
5'
18/A5
En ry
�3 0 810
70. t'loto
3:1
1060 Sg
g
32"
14'
011 5' 0"—t
hs ---- he
I ro
FR
9' Ceiling
all ducts
within -ceiling ro
13 M
4' 11
Josind- SW-2 Gas
core
i rated
clad
Type X GWB all
common surfaces
with living space, beams, posts
min 1/2" on .11IS
min 5/8' on lid
2 Car Garage
Concrete
Slope to Door
1
5 I/8xI5 GLB
Conc 2nd fir abv
---------------------------
16, on-
13-21 0" — 20' 6"—
Z"
I/A2 RSW
First Floor
Carbon Monoxide Deotector per 816
Smoke Dectector per 314
Surface mount light
13 Plecessed can light
Xaz 50 ofm exhaust fan to ext
X- >ocK ofm spot/whole he exhaust
vice Vent To Outside
X Fan/Llght Combo
Single pole switch
8 wey switch
Duplex outlet
220 volt outlet
Ground Fault Interupt
Frost Proof Hose Bibb
All walls indicated
to be SW- 1, U.N.O.
STRUCTURAL LEGEND
Headers 4xI0 OF2 U.N.O. Ist Floor
GLB, 24F V4 U.N.O.
— - — - — -- Dbl F.J.
Beam
SW-1
Shearwall
T-I Hold Downs
NOTS All metal In contact with treated wood
Shall be approved for such contact
Additional Specs on Sheet A5-8 & Shlotural Niches attached
NOTE. Notching and Boring holes in studs
For Interior and Exterior walls
per 2012 IRC R602.6 (1) & R602.6 (2)
HW 749/6 EF
0
Q0
(y)
Hold Stringer as high as possible
to the Tread/Risers
T-1 and shorten the tread/run as much as allowed
For closet clearance
I/A2 RSW SECTION AT STAIRS
2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 3, 10
Peol&Sft to "It 0 RA 7 DDORS
Window 4
D-
3 2
I -%P - anda
2,
L Install bottm WaterBlook Fleaking 5. Applg 3/8 ba:�;�p 903 Sealant a. Ineetall windowa per tawf, spece
Z f Inal 7. Imtall top Peel&S;IZnaa*ft
PL1110wedSt, WtWBIock Gott- &—dafront
& I Uk I ovw top wIndow L
3. c on sill 2 VZ o— btm
Redell anda, Wt.,Blck nhbV both aid.
Flad&
d.,.Itag doottR Follow the sane
at
Rra flat
and folded o— the fmt Ott
"P and on d"" w/Brick Mold, top
strlp 9— on
pa'Rod -a" bef� the do
the
For doo�s tdthjf1= all
a Fl— Be M non sticla) R 60 ml�� - Z,15p per Lac 10. ftelliStok w flanp and paw la Walll7ik. " te"
I&SN., 6. tw "Wall S %n, the d— 1. wind. -
edge of 10—MM on add. e: top & paW tighin W" ne
2' �ft wlp H. It.11 anot.1 tal, floahirg INSTALL EXTERIOR DOORS WITH
ffo� SF Qnd.-Hr —1.0 12 sf= outad of the
III . 6— .—IP - pw —1. BEADS OF TOPP 900 GALLIC
WDMW/DWR FLASMG RMAUAMN DETAM — NM
Eng'd Truss Q 24" o,c,
r') x
x
0)
ro r0
Master C211 Bath
le Gas HW Tank DETAIL
N,T;S.
T,, , I I C I U R� �11G
S I L
REV,--
T"�R"CT" FO
THE ATTAG',ER`R`,L,REAMENDTS ONE
JOB# NT Y..
OCUMEN S.
DATE BW PER
12 REViEWED By
UPST
(20,,)280_4AjTE ENGINEERING
7 5 o '1AICK'.
VQ'D 11 STA�',
N TRED,
18' Floor Truss - All Ducts withing open web truss
Kitchen DR GR
Crawl Space
6 mil v.b, (blk)
Section A
WI
l'i
X
0)
0
P
BEAM
2x4 WALL
24 WAL�_
4x (SAWN)
(2) 2x4
(2) 2X6
Ox (SAWN)
(3) 2x4
(3) 24
3 1/8 (GLB)
(2) 2X4
(2) 2x8
5 1/8 (GLB)
(3) 2x4
(3) 2x8
`815
3 1/2 (MANF)
(2) 2x4
(2) 24
Wow 10d
5 1/2 (MANF)
(3) 2X4
(3) 2x6
GIRDER TRUSS
(3) 2x4
(3) 2*8
WADER PER
HEADER
2x4 WALL
24 WALL
4x (SAWN)
2X4
2X5
OX (SAWN)
---
2X6
3 l/. (01.11)
12) 214
2XII
3 1/2 (MANF)
(2) 2x4
24
51/2 (MAW)
----
(2) 24
POST / STUD 9 POINT LOADS
Mannedon, Vew
header
5060 he ao
6080 sgd
SGO & Window 11,121, Ist Floor
Elev. View
ROUGH OPENING FRAMING DIMENSIONS
LA VENTA DE PUERTAS
LAS MEDIDAS DE LAS ABERTURAS CONSTRUIDAS
TYPE
WIDTH
ROUGH
TIPO De PUERTA
De ANCHURA
La
Abartura
EXTERIOR DOORS
OPENING
LAS PUERTAS EXTERIORES
sin
Is Forms
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/ASTO
DOOR WIDTH PLUS 2 1/2'
82
1/2'
PUERTAS DOBLES DE METAL CON ASTG
ANCHUAA DE-LAS FtIERTAS MAS 21/2'
82
1/2'
METAL SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
81
1/1'
PUERTA DE METAL QUE ASHE FOR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
81
1/4,
METAL W/SIDELITE 14"
3/0 DOOR W/1 S/L 53'
PLERTA 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 2N
83,
UNA PUERTA DE MADERA
ANCHURA DE
LA PUERTA MAS 2'
83'
WOOD DOUBLE W/ASTG W/B
DOORS WIDTH PLUS 2 1/2'
83"
PUERTAS DOBLES DE MADERA CON ASTG
ANCHURA DE
LAS PUERTAS MAS 2 1/2'
83'
WOOD SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
83'
PUERTA DE MADERAQUE ABRE FOR AFUERA
A4CHURA DE
LAS PUERTA MAS 2"
83,
WOOD W/SIDELITE W/5
3/0 DOOR W11 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 PRECOLOADA CLASICA
ANCHURA DE
LA PUERTA MAS 2'
82
1/2'
INT' DEL 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. DEL W/ROLLER CATCHES
DOOR WIDTH PLUS 2'
82
1/2'
PUERTAS DOBLES SIN ASTO
ANCHURA DE
LAS PUERTAS MAS 2'
82
1/2'
HOUSE TO GARAGE WB
DOOR WIDTH PLUS 2'
83'
PUERTA SOLIDA (ENTRE LA CASA Y EL GARAJE)
ANCHURA DE
LA PUERTA MAS 2N
83,
POCKET DOORS FRAME TYPE
LAS PUERTAS ESCONDIDAS
ACME :LADDER TYPE) SINGLE
DEL DOOR WIDTH PLUS 2'
84
3/8'
UNA FUERTA ACME
ANCHURA DE
LA PUERTA COBLE MAS 2'
84
3/8'
ACME LACDER TYPE) DOUBLE
DEL 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
DEL DOOR WIDTH PLUS V
84
3/8*
UNA PUERTA JOHNSON
ANCHUAA DE
LA PUERTA GOBLE MAS 1'
84
3/8'
JOHNSON VERT. STUD) DOUBLE
DEL DOOR WIDTH PLUS W
84
3/8'
JOHNSON PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 0'
81
3/8'
BIPASS
LAS PUERTAS OUE SE PASAN
BIPASS W/QRYWALL JAMES
DOOR CALL -OUT SIZE -1'
83
1/8'
CON JAMBAS DE YESO
TAMANO DE
LA PUERTA -1'
83
1/8'
'IPASS W/WOOD JAMES
DOOR CALL -OUT SIZE PLUS 1'
8,11
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'
'I"LD WITH '1/2' JAMES
DOOR CALL -OUT SIZE PLUS 1 1/1'
81 1/2' ON
VINYL
DE HOJAS CON JAMBAS DE YESO
TAMANO DE
LAPUERTA MAS 1 1/4' 91 1/2' an
vintlo
BIFOLD W/ORYWALL JAMES
DOOR CALL -OUT SIZE PLUS I 114N
82' ON CARPET
DE HOJAS CON 1/2* JAMSAS
TAMANO DE
LA PUERTA MAS 1 1/4' 82'
on alambro
<
�j0
REVISIONS
C)
W (D
(n CD
W
0
0
-i to Nl�
LL
LL lnl. -0
-i U)
-j En
0 00
M
_J 0)
U.J
4-
W L) a)
D- a)
o —, (y)
= 0 X
CL K- (N
CL (y)
U) Lo
= -0
U-11 r-
a: 0
I— E
0 -0
DO w 04
LL,
N -C
LLJ I- (f)
�-q I-
M N 04
i jo-11. - I
W1 I
—RESUB
JUL 2 5 2018
allAII&DEP
r
=.40
6)
C9
32' 0"
�5' 10" or 12' 0" 14' 2"-
10' 1-1/2`� � 51 0.1 5' 5' 0-1;
io
660
M= --------------- Q 75
5x12 conc patio
C') In
T-1 T-I
.... SW. 4
:-�7 s 0"7
5080 s9d 51� h
4xlO A
match hdrs
(0
13
Kit DR
0 ro
03 FR 13
11�3 1 81, 1 41- 0
;0W (C)
00
<-3- V 24
p
0.
3 f7
bear 4�10 dro pan beg a1,14' 11
3' ci�.!'3 T"r-
se f
C'4 solid Gas Tanklesis HW 74% EF
8' ceiling 2 28 20 min rated
---XPR metal clad
16/A3
5
x! drol ped Type X GWB all
common surfaces
with living space, beams, posts
a P-5 '1 24 min 1/2" on walls
su'l 10 min 5/8" on lid
-,sea
-0
-0 (D
0
P,
5' 11.
30801
sh �g 3:� 1060 sg
8!.4
Cone
Carbon Monoxlde Dectector per 315
Smoke Dectector par 314
Surface mount Ilght
63 Recessed can light
X50 60 cfm exhaust fan to ext.
X- xxxofm spot/whole he exhaust
vtos Vent To Outslde
X Fan/Light Combo
Single pole switch
9 V�ay switch
Duplex outlet
220 volt outlet
Ground Fault Interupt
Na- Frost Proof Floss Bibb
—32'
I/A2 RSW
2 Car Garage
Concrete
Slope to Door
I
5 1/8x15 GLB
2nd f1r cjbv
--------------------------
-16, 0.1
First Floor
IAll walls Indicated
to be SW- 1, U.N.O.
STRUCTURAL LEGEND
Headers 4xI0 OF2 U.N.O. Ist Floor
GLB, 24F Vi U.N.O.
— - — - — -- Dbl F.J.
Beam
SW-1
---- Shearwall
-1 Hold Downs
NOTE All metal in contact with treated wood
Shall be approved for such contact
AddItIonal Specs on Sheets A6-8 & Structural Kliftes attached
NOTE Notching and Boring holes in studs
For Interior and Exterior wells
per 2012 IRC R802.6 (1) & R602.6 (2)
T-I
I/A2 RSW
b
.2
Hold Stringer as high as possible
to the Treed/Risers
and shorten the tread/run as much as allowed
For closet clearance
SECTION AT STAIRS
2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 3. 10
PeellStick to wall Q RA DOORS
wk4ow 4
D-
4, 7
3 2
2
�aloht .11 enda
L I'll ""T" W "Flgd.�g ,d� 5. 3/8 b..,d 6. I�.11 wird-a p. —f. spe.
Ir: fl. 900 S..Imt 7. lost.11 top P t1ldk flhig
2. 1 Rowed b R 2 /2 Top wlrZrf
a re', I St, U WEB
L k w si bt. f—f Q.
4. I.t.11 ald. WtrM.& fln" both Wd.
al,Wng da— Follow the statI,
ails as fw Wows 1,
Th. Mi.1 atr p .,t th=t-
I� fti.11 flat'm the fteshold
is d folded .1
d . d— _�h, f—'d:l.
id Mol VI-
S'P= .1aQ IT.
Ift'lp G— "
I All = nItp,",d d1.1w1l=1n
Ih. . .
14 For do-s
8. Plan. 60 ft twiflafl7n all
PMMI 2r It at 9. 80 od,, papa� —rtajP Par UBC le, PeOliStick v 1,d Pat— 11, .k. — C af�
'�k" I sin floaturg if. — i.UlILTi� wndot
edge of lower ck W hr. =1al; on Idn nl Pop., ftg' 'rw
ap It.11 _ '7
2' —t. W top loah INSTALL EXTERIOR DOORS
12.S _ _WITH TWI�
flt;��er Mt Id. of the BEADS OF TOPP K.
n Lm ovwlp - per mde
WRMW/WOR FLASMG DMALU71014 DETAIL - NM
12
Eng'd Truss Q 24" o,c,
r1j x
X 4�
0)
10
Master Bath WIC
18" Floor Truss - All Ducts withing open web truss
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Kitchen I R
PLANS EXAMINER GR
DATE
Slab on grade
6 mil v.b. (blk)
Section A
:�j
(typ)
zo
� I
BEAM
2x4 WALL
24 WALL
6x (SAWN)
(3) 2x4
(3) 2.6
3 1/8 (OLB)
(2) 2x4
(2) 2x6
5 1/8 (OLB)
(3) 2x4
(3) 2K6
3 1/2 (MANF)
(2) 2.4
(2) 24
5 1/2 (MANF)
(3) 2X4
CM 24
GIRDER TRUSS.
(3) 2x4
(3) 2x6
HEADER FUR
ILAN
HEADER 2x4 WALL 2xB WALL
4x (SAWN) 2X4 2X6
6x (SAWN) ---- 24
3 1/8 MUD (2) 2xI 216
5 1/8 (GLB) ---- (2) 24
KM 3 1/2 (MANF) (2) 2x4 24
STUD 5 1/2 (MANF) ---- (2) 24
1/'-�DPQ�ST/ -STUD 9 POINT LOADS
�j
x
0)
J heads
C) Tq.al
tj
5050 hs 60
6080 sgd I
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 De PUERTA
De ANCHURA
La
Abartura
EXTERIOR DOORS
OPENING
LAS PUERTAS EXTERIORES
sin
Is Forms
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 2N
82 1/2'
METAL - OCUBLE W/ASTG
DOOR WIDTH PLUS 2 1/2'
82
1/2"
PUERTAS DOBLES DE METAL CON ASTG
ANCHUAA DE-LAS PtIERTAS MAS 21/2'
82 1/2'
METAL SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
81
1/4'
PUERTA DE METAL QUE ASHE POR AFUERA
ANCHURA DE
LAS PUERTA HAS 2'
81 1/4,
METAL W/SIDELITE 14'
3/0 DOOR W/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
CONDOS VENTANAS 08"
82 1/2'
WOOD DOOR SINGLE W/B
DOOR WIDTH PLUS 2"
83"
UNA PLERTA DE MADERA
ANCHURA DE
LA PUERTA MAS 2'
83,
WOOD DOUBLE W/ASTG W/B
DOORS WIDTH PLUS 2 1/2'
83'
PUERTAS DOBLES DE MADERA CON ASTG
ANCHURA DE
LAS PUERTAS MAS 2 1/2'
83'
WOOD SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
83"
PUERTA DE MADERAQUE ABRE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
83'
WOOD W/SIDELITE W/B
3/0 DOOR W/I 14' S/L 53'
PUERTA DE MADERA CON VENTANA
PUERTA 3/0
CON UNA VENTANA 53'
3/0 DOOR W/2 1/4 S/L 60
83
1/4'
PUERTA 3/0
CON DOS VENTANAS 68'
83 1/11,
INT. PRE -HUNG DOORS
LAS PUERTAS PRECOLGADAS INTERIORES
SINGLE PREHUNG
DOOR WIDTH PLUS 2'
82
1/2'
PUERTA PRECOLGADA CLASICA
ANCHURA DE
LA PUERTA HAS 2'
82 1/2'
INT DBL W/ASTG
DOOR WIDTH PLUS 2 1/2'
82
1/2N
PUERTAS DOBLES CON ASTG Y CERROJOS
ANCHURA OE
LAS PUERTAS MAS 2 1/2'
82 1/2'
INT: DBL W/ROLLER CATCHES
DOOR WIDTH PLUS 2'
82
1/2'
PUERTAS DOBLES SIN ASTG
ANCHURA DE
LAS PUERTAS MAS 2'
82 1/2'
HOUSE TO GARAGE WB
DOOR WIDTH PLUS 2'
83'
PUERTA SOLIDA (ENTRE LA CASA Y EL GARAJE)
ANCHURA DE
LA PUERTA MAS 2"
83'
POCKET DOORS FRAME TYPE
LAS PUERTAS ESCONDIDAS
ACME (LADDER TYPE) SINGLE
DEL DOOR WIDTH PLUS 2"
84
3/8"
UNA PUERTA ACME
ANCHURA OE
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
DEL DOOR WIDTH PLUS V
84
3/8'
UNA PUERTA JOHNSON
ANCHUAA DE
LA PUERTA DOBLE MAS 1"
84 3/8'
JOHNSON (VERT. STUD) DOUBLE
DOL DOOR WIDTH PLUS 8'
84
3/8'
JOHNSON PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 0'
Bi 3/8'
BIPASS
LAS PUERTAS QUE SE PASAN
BIPASS W/DRYWALL JAMES
DOOR CALL -OUT SIZE -1"
83
1/8"
CON DE YESO
TAMANO DE
LA PUERTA -1'
83 1/8"
BIPASS WIWOOD JAMES
DOOR CALL -OUT SIZE PLUS V
84'
CON DE MADERA
TAMANO DE
LA PUERTA HAS 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' JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4'
81 1/2' ON
VINYL
DE HOJAS CON JAMBAS DE YESO
TAMANO DE
LA PUERTA HAS 1 1/4' 81 1/2' an vinilo
BIFOLD W/DRYWALL JAMES
DOOR CALL -OUT SIZE PLUS 1 1/4"
82" ON CARPET
DE HOJAS CON 1/2" JAMSAS
TAMANO DE
LAPUERTA HAS 1 1/4' 82' on alambro
9
7Hts
STRI
I
E
S :F
a,
7ro—
REVISIONS
r"
4-
0
= cy)
0
L)
W a) cy)
a)
CN
0
0
_j oo
LL (y)
CL
LL -o
(S)
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i En
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O:f 0 X
CL L (14
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W -0
W C
0
E
0 -0
DO W (N
(I- +-
W U)
N
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M CN 04
looibo
=VIEWED By AA
W1
UPSTATE ENG!N
110�715 - @'P'tS com
MAI? ii 2V)
VOID IF STAMP INK NOT RE6.
rARLDING DEPARTMENT
CrrYOFEDMONDS
Length of Dryer vent posted
per IRCM 15045 cone patio
-32' 0"— 11. 91. r
.14' T— .11
3' 0 9- 1�� 01 7' 1' 4- 0" 7' 0-
0 4040 hc; c;n--
7' hdr
ELECTW-4L LEGEND
Carbon Monoxide Dqctector per 316
Smoke Dsctector per 314
Surface mount light
Recessed can light
Xm 50 cfm exhaust fan to ext
X— xxx ofm spot/whole hs exhaust
vlos Vent To Outside
X Fan/Light Combo
Single pole switch
3 way switch
Duplex outlet
220 volt outlet
Ground Fault Interupt
Rost Proof Hose Bibb
24' sill
6 6". J31 -
td."ran
------------
egress
vented frame
IS/A5
Bath
VaWted
W —X 24 Wic
24
X
as er w 8 X
7C.iling 61 0.-49-
8
1W I D
Dbl 24
4- At U I
CN
3 22x3O
28
2
er CD 26
Cn
Q Foy
13
V 5-1/21- 0- -5--2:- Z2 - 3 3 5"
Z:�4 �0---- urn 5 b_
CD 1� 13
26
— I
Bat
- F --- 76 _77
egreEE
vented frarTe
B2
I �
FN zo
!;, a , D
n;4,
26
B4 [2)C)
12- 5"
7' Fd—r
24" sill
L=F-= L=Frd L=F�J egress --4- B3
2,120 2! 20 20F 0
2- 5-1 318,
3050 sh I V 8-1/2-1
11 LI ---------- 4
I j SW--2 -- 5040 h
S ;� �SW-2
0-11�5 5' 0"1— 5, 0.
2
VA5
Second Floor Whole Hs Fa,, Label shall bel
fixed to control that readsi
Whole House Ventilation
See Operating instructions
IAll wells ndicated
to be SW-1, U.N.O.
STRUCTURAL LEGEND
Headers 4x8 DF2 U.N.O. 2nd floor
OLD 24F V4 U.N.O.
— - — - — -- Dbl F.J.
- Beam
SW-1
Shearwall
Hold Downs
NOTE, All metal in contact with treated wood
Shall be approved for such contact
AddItional Specs on Sheets Ae-8 & StructLral Notes attached
NOTE, Notching and Boring holes in studs
For Interior and Exterior walls
per 2012 IRC R802.6 (1) & R602.6 (2)
2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 3, 8, 10
Roof Plan
STRUCTURAL REXIcV
-ITI.T. G��flWM-11 —F
UIREM N "R'
T
JOB ogb ATE OC AUE4N]-'.
RE IE BY
UPS
006) 2 8 0 -4T7',T,'. e R 1
IF �
TRIM
E
E9
U,
4 �3
REVISIONS
N
4-
0
LL
0
0
a)
a)
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0
-j
LL
0
0
C)
w
U)
06
in
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+- CO
0 CY)
U� -1 0)
w
ILL 0 CY)
(L a)
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= 0 X
L (-4
EL (Y)
U)
of -0
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17 0
1- E
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co ILL CN
or
W
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W 1- U)
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M C'4 C-4
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R SUB
JUL 2 5 2018
aLWjN0GFW0Tj4MD8SNT
W� MR KAN
FIT S01-10 SIM
M RAILS MR FLAN
SHEATHING PER PLAN
ING MIR �
(OR R00F TRW W/
STUD
TRUSSES OR RAFTERS PARAI I El TO WAI I
SWEARWW. MR PER
TIGHT FIT S= I&M TIGHT FIT 901-113 MXG
y
§4
ECU0VtY KMS Me BI KqLs MR
IIII HI MIR
SHEATHING MR PLAN ROOF SHEATHING PER
CAT
TRIM GIORGI MIR
;2VCWTD&0JS
IRIA)UND MIR SIMI, W/
—r27XLT6SDGMER W 15Wd FA STUD
CZ1- Lad a SI
WALL TRUSSES PERPENDICULAR TO WALL
MLOW =ROOF SHEAR TRANSFER-TYP
2
1/2" - P 0"
Wall per plan 2x Blocki
Edge N.'ili'ng
Rim Joist ----I N' FJ per plan
A35 per SW Schedule_��
Wall Framing per plan
Shear Transfer Q Cant. Joists
1/2" - 1- 0"
resist 200 lb load any direction
Recess
Into f oor
W/Soild blocking
(3) 16d as
;Underlay,m—ent
2x Joist
RAIL WALL END STUDS
Section Mew 112" - P 0"
Shearwall par plan
King Stud mnflnuGua fr m
"t"' " *' ,
.. In aid. fp.p'.n*1I LSTA21 ./ 10d center & Edge
(tUp 2) of opening Itijp 4)
7E
Hor per p
qp—I edge niilllng�
Full Height
WINDOW OPENING
IL
2' '10' bl-king
Get .. In studs
a re."
s raq red (typ 4)
Holdown per plan
Holdown per plan PERFORATED SHEAR WALL DETAIL
_A
/F 1. 0.
CATHEDRAL CEILING FALSE BEAM DETAIL
1/2' - P 0'
2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 3, 8, 10
12
V
24"
Engd! �ru:��WZp
R-49 F,G, Insulation
Dbl 2x top plate
4x8 #2 DF header
or as noted
CL
CL
CL
CL
2x F,J, per plan r
Insul Hdr R-10
20+ yr Fj% roofing
15# .. f felt
7/16 OSB sheathing
Insulation baffles
Rafters Q 24" o,c,
Insulation baffles
lid Blocking Framed roof OLid Blocking
Framed roof Oil
lx8 Fascia 2x3 C' Ole.
215g Alum, Gutter
8d Galv, Q 8" o.c.
op plate)
diaph. to t '7
lif within 5'. setback
d
no venTed blocking
use Cor _ A vent/Smartvent 7opt
I hr QgnFat per C
8" Horz, Hardboard Lap Siding on 7# felt
7116 OSB corner sheath nail 8d 9 6" edge/12" field (typ)
or per engineer calcs for shear
2x6 studs 16" o,c. #2 HF or better
R-21 F.G, insulation attach stub or use 4 mil vb
1/2' GW13
2x15 base plate, w/16d 8" o.c. & 16d 1 61' o.c. slant nail
2xlO Rim Joist with 3 16d each Joist
2x15 pressure treated sill plate
Simpson A35 9 32" o,c.
Mudsill Anchor per schedule
2x F.J. per plan R-30 FYI
15. � I" &xJ fnfd.owalrl #4 18" o,c, horz. & vert, min
2
)x12 6 t. Over 2' Hi - #4 10" o.c, horz., 16' o,c, vert.
4" perimeter J, ain in ------ Slope grade 9 1/4" per foot awag from foundation
n stone, connect to approved discharge to dawlight
4' die. tightline roof drain separate from perimeter footing drain to daylight
18' min Crawl space, 12' min under beams
6 mtl black vapor barrier with 12' lap seams
TYPICAL 2 STORY SECTION
1/4" - P 0"
Eng'd Truss / Site
If open rail is used then space balusters
so a 4' sphere will not pass through
LSU 210 Hngr or A35
each stringer, (typ)
6' 8' min. clearance
to nose of tread
Firestop adjacent 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
2x treads and Ix risers-7��
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
CD 0
_0
CLO�
or
Frame
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.12 Stringers
10 t ... d (.In 10')
Max. 7 3/4" rise
w/ 3/4" to 1 1/4" nosing
Fireprotect enclosed under stair walls
and soffits with 1/2 GWB
Firestop Adjacent walls per R302,11
TYPICAL STAIR DETAIL
Per R311.5
1/4' - P 0"
TYP WALL /
WINDOW SECTION
2nd Floor
1/4, - 11 011
NOTE.
S
Eplice and nail top plates as shown at all
.t ir wells, shear wells and at each
floor level and at roof,
TOP PLATE SPICE ELEV,
1/4" - 1' 0' 5TRuCTURAL REVIEW
THIS DRAWING HAS BEEN REVIEWED FOR
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELEVANT DOCUM�ENT�.
J 0131W�(& D;6,TE
REVIEWED BY
A
REVISIONS
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RESUB
JUL 2 5 2018
WAL-MR�
PIT SOLID BIXG
MY MILS MR PLAR
SWAT�W PER FLAR
M MR �
(OR ROOF TRUSS) W/
STUO
TRUSSES OR RAFTERS PARALLEL TO WALL
�RWALL MR FLM SEARWALL MR �M
TI(NT F9 SDLM � TIGHT M SOLM BIXG
WMARY WULS MR �R 50U?WY LS PER �N
ROOF �TFW PER PLM ROOF S�THM MR FLAH
n
Y
op.
FOOF .11�:l
MM) MR
2X �D&"
WOP MR FLAN auKo W/
1W a STUD
LEDUR W/
led a STUD
0 F �TRUSSES PrIPrIJOICILAR To 11111
m'�
SHEAR �TRAN�SFER-T�YP
1. 0',
1/20
Wall per plan 2x Blocking w/
Edge Nailing
Rim Joist —�- N N' FJ per plan
A35 per SW Schedule I
Wall Framing per plan��
0 Shear Transfer 9 Cant, Joists
1/2" - 1- 0"
resist 200 Ib load any direction
Recess
Into floor
w/solld blocking
(3) 16d ea side
Underlaymen
2x Joist
t8 RAIL WALL END STUDS
Sact on view 112" - P 0"
Shea -all par plan
Ki Stud continuous fr
boTom to top plates
each aid f opening LSTA21 ./ 10d Conte, & Edge
(tup 2) �-- of opening (typ 4)
immim
panel edge n.11lng�
Full Haight
W,NDOW 01ENI10]
g111111111
FIN
2x flat blocking
betmen studs
as required (tUp 4)
per plan
Holdown par plan(,::D PERFORATED SHEAR WALL DETAIL
1/2" - 1' 0"
CATHEDRAL CEILING FALSE BEAM DETAIL
1/2" - 1' 0"
2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 3, 8, 10
12
20+ yr RG, roofing
a
15# roofing I'
(2
7/18 OSB she hing x8 Rafters 9 24" o.c.
':t
2,1". 01,
Engd Truss (typ
Insulation baffles Insulation baffles
:,ofx'
R-43 F,G, Insulation
oli
lid Blocking Framed roof olid Blocking
1x8 Fascia 2x5 aj� lb" o.c,
Dbl 2x top plate
25g Alum. Gutter
4x8 #2 DF header
8d Galv. Q 6" o,c.
or as noted
diaph, to top plate)
if within 5' setback
(D
CIL
no vented blocking
Cor A vent/Smartvent opt
lusher const oar IRC
8" Horz. Hardboard Lap Siding on 7# felt
7116 OSB corner sheath nail 8d 0 6" edge/12" field (typ)
2x F.J, per plan
or per engineer calcs for shear
2x6 studs 16' .... #2 HF or better
Insul Hdr R-10
R-21 F.G, insulation attach stub or use 4 mil vb
1/2" GWB
Q-
2xI5 base plate, w/15d 8" o.c, & 115d 9 6" o,c, slant nail
CL
2x10 Rim Joist with 3 15d each Joist
2xG pressure treated sill plate
C
, Simpson A35 9 32" o.c.
X - Kid -sill Anchor or A,B. per schedule
Slab on grade
#4 18" o.c. horz, & vert. min
8.1 pc fnd wall,,'
Over 2' Hi - #4 10" o.c, horz., 16" o,c. vert.
8xl6 footer
�5Lope grade 9 1/4" per foot away from fnd
4' die. tightline roof Ilrej, --r-+- Cm perimeter footing drain to daWlight
6 mil black vapor barrier�with-12'-la'p seams
TYPICAL 2 STORY SECTION
1/41, - 1. 01.
Eng'd Truss / Site Frame
If open rail is used then space balusters
so a 4" sphere will not pass through
LSU 210 Hngr or A35
each stringer (typ)
6' 8' min. clearance
to nose of tread
Firestop adjacent walls per 708.21
At all stair locations
1 1/4" - 2" die, continuous full length -
handrail with 1 1/2" min. space to wall
Return ends to wall or terminate at
post per R3117 . 8.2
Rail 34"-38" above stair
2x treads and Ix risers-7��
or
from nose of tread
2x4 16" o,c, studding
anchored to stringers and floor
GWB both sides continuous
36" wide min. landing
LSU 210 Hngr or A35
2x'2 Stringers
10" tread (min 1011)
Max, 7 3/4" rise
w/ 3/4" to 1 1/4" nosing
6` sphere does 'not1l Fir�protect enclosed under stair walls
G ard/Handrall to sustain pass through and soffits with 1/2 GWB
u Firestop Adjacent walls per R302.11
200 lb load 4" sphere does not
Balusters to sustain 50 lb load pass through
TYPICAL STAIR DETAIL RrviSED PLANAPPR
Per R311,5 CITY OF EDNIONDS BUILDING
1/4" - 1- 0"
PLANS EXAMINE-E—�
DATE 4// //1?
Hdr
0
S:ill
TYP WALL /
WINDOW SECTION
2nd Floor
NOTE,
Splice and nail to plates as shown at all
F.
"alls, ear �alks and at each
floor level and it roof.
TOP PLATE SPICE ELEV,
1/4.1 - 1. 011
L INM
?�T�R�IJI,NCGTHASB �—P" EWEDFOR
U—RAEEN REVi
R�C� )IREMENTS ONLY PER
jHE ATTACHED RELEVANT UU-11 I �
JOB#OROQ DATE31EL41-
REVIEWED BYA-;&�
PSTATI ENIIIIE1111,
.
U ao�,,S__. �P�
(2.S, 2 RE
REVISIONS
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MAR 13 261l)
WILD III -=T-'1`lrN'
Gor
.1E
Upstate Engineering Services
PO Box 952 Lgnnwood, Wa 980415
(206) 280-4715 UpstateEngineerggmail,com
General Structural Notes - Unless Noted OtherwIse
GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE
(IBC), 2016 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED
BY LOCAL JURISDICTION.
DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS,
INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT
FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION,
FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 1500 PSF BEARING CAPACITY.
BOTTOM OF EXTERIOR FOOTING SHALL BE T-6' MINIMUM
BELOW OUTSIDE FINISHED GRADE,
COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE
OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE
PLACED IN MAXIMUM 8' LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE
MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED
BY ASTM D-1657 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
ASTIM A-185 AND SHALL BE OX6 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 (24F-V8 @ CANTILEVERS)
2x_ TIMBER SHALL BE KILN DRIED, GRADES SHALL CONFORM TO ?WWPA GRADING RULES FOR
WESTERN LUMBER?, LATEST EDITION. ROOF TRUSSES SHALL
BE DESIGNED IN ACCORDANCE WITH THE TPJ, AND THE 1BC, ALL CONNECTIONS PER
IBC TABLE 230491.
ROOF DIAPHRAGM INSTALL MINIMUM 1/2' CDX PLYWOOD (32/16) OR 7/16' OSS SHEATHING,
NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d
AT 6' OC, AND INTERIOR SUPPORTS WITH 8d AT 12' O.C.; BLOCKING NOT REQUIRED,
FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR 1(24oc) SHEATHING.
GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH
10d AT 6' O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12' O.C, BLOCKING NOT REQUIRED,
MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE,
THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING
AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED,
DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO
BE HANDLED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
WIND DESIGN CRITERIA:
NOMINAL WIND SPEED - 86 MPH RISH CATEGORY 11
ULTIMATE WIND SPEED - 110 MPH IMPORTANCE, 1=1.0
WINDOW EXPOSURE, B KZt = 1.00
SEISIMIC DESIGN CRITERW
EQUIVALENT LATERAL FORCE PROCEDURE
IMPORTANCE, le = 1.0
SS = 1260
Site Class, D
S1 = 0A93
SEISMIC DESIGN CAT., D
SIDS = 0.84
SEIS. FORCE RES, SYS, A.16.
SD1 = 0,50
DESIGN BASE SHEAR = 6878 lbs
CS = 0.13
RISK CATEGORY 11
R = 65
2 Story — 2 Car — 32 x 39 — 1938 sf —
SHEARWALL & HOLDOWN NOTES (U,N.O,) Upstate Engineering Services
PO Box 952 Lgnnwood, Wa 98045 Date: 9/8/2017
(206) 280-4715 UpstateEngineerggmail,com Job # 0808
(1) Simpson or equal, Locate at end of shearwall u,n.o, Install
per manufacturer recommendations for foundation min end
distance and embedment, deepen foundation as required,
(2) Construct cripple wall same as shearwall (SW) above, and
gabel-end same as shearwall (SW) below,
(3) Requres 3x or (2)2x foundation sill plate
(4) Threaded rod and couler as required,
(5) Common nails, UNO: 8d:0,131"x2 1/2", 10d=0,148x3",
12d=0.148"x3 1/4", 15d=0,162"x3 1/2", 15d Sinkers =0. 148"x3 1/411
(6) Install Hi's on all trusses/rafters, A35's at 24" o,c, gables &
rim joist (or solid blkg) to top plate (sill plated at fnd) UNO, When
specified spacing is less than 24" o,c,, install A35's at roof solid
blk'ing to SW top plate, and install 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) Min 3x or dbl=2x stud lam'd w/ (2)= 16d Q 6" o,c, at
abutting panel edges.
(8) Anchor bolts shall be embedded at least 7" into concretej
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 UN.O.
Mark
Vertical
Hold down /
IStrap
Fasteners to
Foundation
Horiz,
X(D
(2)-Studs Min UNO
Anchorage X(l)(4)
Comments
T-1
I STHD 14/14RJ
(38)/(30) - 16d
N/A
T-2
15d sinkerst to ea
N/A
I
Wrap Bm/Hdr as req'd
IMSTC40
10
connected member
I
SHEARWALL SCHEDULE
Sheathing -Applied to
Sheathing
Edge Nails #5
Roof to
Top Plate
Sill
Plate
Anchors w/
Mark
2x HF studs 9 15" o.c.
All
Edges Blocked
Base Plate
Floor
to Top Plate
3" x
3" x 1/4"
washers
X(2)
U,N,O, Below
(do
not
penetrate past flush)
Nailing
#5
& Sill
Plate X(6)
see
note
X-0
SW-1
7/15" OSB
8d
Q 6"
o,c, (12" o,c, fld,)
16d 9
12" o.c,
H I Q
2,4" o,c,
5/8"
dia
x 10"
AB's
9 50" o.c.
or A35
Q 24" o,c.
SW-2
7115" OSB
8d
9 4"
o.c. (12" o,c, fld,)
15d 9
8" o,c.
A35 Q
20" o,c,
5/8"
dia
x 10"
AB's
9 48" o,c,
SW-3
7115" 0S13 0(7)
8d
9 3"
o.c. (12" o.c, fld,)
115d Q
5" o,c,
A35 Q
15" o,c,
5/8"
dia
x 10"
AB's
9 48" o,c,
SW-4
7115" CS13 (X-7)
8d
9 2"
o.c. staggered
15d Q
4" o.c.
A35 9
12" o,c.
5/8"
dia
x 10"
AB's
9 15" o,c,
(12" o,c, fld,)
I
RSW
7115" CS8 Both Sides (X-7)
8d
C? 2"
o,c, staggered
See Detail I
/ A2
(12" o,c. fld,)
GL — Lots 1, 3, 8, 10
E
CD
REVISIONS
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STRUCTURML _RME"'I
THj�_DRA7N_1NGH2 SEEN REVIEWED FC ,,
STRUCTURAL REQUIREMENTS ONLY FER
THE ATTACKED RELEVANT DOCUMENT1.
IQ
COS
joB#_aK DATE
REVIEWED BY
E
RESUB
JUL 2 5 2018
BUILDING DEPARTMENT
CrrY OF EDMONDS
SPECIFICATIONS
VENTILATION AND INDOOR AIR QUALITY CONTROL-2015 CODE
Size, per IRC 2015
Where ceilings are applied direct to the underside of
rafters, cross ventilation shall be provided by maintaining a
an unobstructed P air space on the underside of the roof
sheathing for save to peak inlet/outlet air flow.
Vent Blooksi three (3) 2" diameter holes = 6.59 square
inches net (70% locate at corners and evenly between
for attics, and at each cavity for cathedral roofs
Net 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.
Scream 1/4' corrosion resistant metal mesh required.
Gable and Roof Ventsi locate as high as possible. Crawl
space vents: minimum 1 square foot per 150 square foot
of foundation area.
Source specific ventilation systemsi required in kitchen,
baths, separate toilet rooms, spa, and other rooms with
excess moisture, Source specific fans must be controlled
by a manual switch and dehumidstat, timer or automatic
control which must be readily accessible, Kitchens,
minimum 100 cfm Bathroomst minimum 50 cfm
Whole house ventilation systemst 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 hour; CFMi minimum 15 cfm in each -
bedroom plus 15 cfm for combined living area Sone
ratingi maximum 1.5 at 0A inch water gauge, Fan cfm f low.
rating: 0.25 inch water gauge static pressure. Duct
terminationsi terminate outside the building with back-
draf t dampersl Exhaust ducts: insulated with R-4 within
unconditioned 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 supply: integrated with
furnacej with 6" diameter duct from exterior to return
air plenum with manually adjustable flow damperj furnace
fan 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 Joisto to be sealed at heated floors or covered with
exterior infiltration wrap such as tyvek and fully insulated,
Recessed Light Fixturesi to be type IC rated with no
penetrations to ceiling cavity and sealed, or gasketed to
prevent air infiltration, or any type rating located within
an air fight enclosure, or type IC labeled to be maximum
2 cfm at 75 pascals.
Joint seals, gaskets, weatherstrippingi required around all
openings such as doors windows and access panels, and
at all structural joints such as sill plates and roof/wall
joints to limit air leakage. All operable doors and windows
to be made to be tight fitting to limit/omit infiltration in
or out of the building.
Vapor Barrieri required at exterior walls, stick framed
rafters, vaulted ceilings, attics less than 12", and roof
space cavities used as duct space; 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 0 or less) interior
paint (show proof),
Crawl Space Vapor Barrieri cover exposed ground with 6
mil black poly or equivalent with 12" overlaps extended
to foundation walls.
INSULATION (heat calculations and wall and ceiling R
values by others) fill open and isolated exterior
cavities with uncompressed insulation (not to be
compressed by mechanicals)l used properly stapled
faced batts or separate vapor barrier as described
abovel use rigid insulation board behind recessed wall
f ixturesl under floor insulation support by twine, lathe
or other means not relying on batt compressionj attic
access doort insulate, weatherstrip and baffle. concrete
grade slab: insulate 24" perimeter with R-10 rigid foam
board with interior and exterior thermal break; alternate
basement wall insulationi interior furring for insulation
batts or protected R-10 rigid foam board or permissablei
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,
R8023 Framing Details
At all valleys and hips there shall be a valley or hip rafter
not less then 2 inch (51mm) nominal thickness and not less in
depth then the cut end of the rafter,
R312,2,1 Window Sills.
In dwelling units, where the opening of an operable window
is located more than 72 inches (1829mm) above the finished
grade or surface below, the lowest part of the clear opening
of the window shall be a min of 24 inches (8 10mm) 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 (510mm) of the finished
floor,
Exceptionst
1. Window whose openings will not allow a 4 inch diameter
(102mm) sphere to pass through the opening when the
opening is In its largest opened position,
2, Openings that are provided with window fall prevention
devices that comply with ASTM F 2090.
WSEC R401.3 Certificate
A permanent certificate shall be completed and posted on or
within 3 feet of the electrical panel by the builder or
registered design professional, The certificate sahll list the
R values of the insulation installed in or on ceilling/roof,
walls, foundation, and ducts outside of conditioned spacesi
U-factors and solar heat gain coefficient of glazing, and
the results of required duct testing and building envelope air
leakage tests, The certificate shall list the types and
efficiencies of heating, cooling and service water heating
equipment
2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 3, 8, 10
GENERAL SPECIFICATIONS
ADDRESS SIGNSi prominently displayed in contrasting
color, plainly visible from the street,
SAFETY GLASSi comply with IRC R308, Federal and
State regulations.
SKYLIGHT& double dome, shatter resistant, plastic, type
CC2, with 5" minimum crown or double glazing laminated
safety glassi self flashing assembly or provide minimum
curb.
FRAMING DETAIL INSPECTION all holdowns, f raming
anchors, and shear wall nailing to be exposed until after
inspection. R314
EGRESS WINDOWSi Per R310,1 maximum 44" fromfloorto
finished silb net opening minimum5 sf 9 gracle,57square
feet abvl minimumsash width20" and minimum sash height
24".
TUB & SHOWERi firestop showers minimum
30" 0. 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" maximuml treads 10"
minimum; handrail height between 34" and 38" above
nosing with diameter of 1 1/1" to 2" andends returned to
wall or newel post; 1/2" GWB on walls and
ceilings under stairsi firestop between
studs and stringersi provide minimum 6' 8" clearance
height from tread nosing to ceiling vertically,
TRUSS DRAWING& by truss manufacturere/supplier
Shall conform to the design specs for light metal plate connected
wood trusses as adopted by the Truss Plate Institute (TPI),
All trusses shall be preservative treated DF meeting min
stresses as speolf led for structural Lumber above.
Shall be designed for the following min. loads:
Coupled w/ A concentrated load of 260 lbe
ENERGY CALCULATION& and insulation R values by others
FOOTINGSi exterior footings to extend 18" below gradej
interior crawlspace footings to extend 8" below grade,
strip all decomposable forming material before backfilling,
GARAGE APPLIANCE& all electrical devices (swithces,
burners, and pilots) minimum 18" above floori appliances
to be UL approved with auto shutoff switch; protection
bollard clucting in to garage to be 26 guage galvinized
(w/no openings) secure HW tank w/2 steel straps top&btm
and set on R-10 insulation board basej extend pressure
relief line from valve to exterior; HW tank to be labeled
1987 NAECA,
HARDWAREs
All finish hardware shall be Schalge or approved equal,
GARAGE FIRE SEPERATION WALLo Type 'N"
5/8 GW8 protection on all structure common to living
space and all bearing walls - sills, walls, columns, beams,
floor joists - from foundation to roof sheathing or over
entire ceiling, Type "X" 5/8" GWB on common ceiling with
living space above.
REOUIREMENTSi 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 for
resolution prior to proceeding with the work, Written
dimensions shall have precedence over scaled dimensions,
FIREPLAC6 UL Approved with label displayedi installed
according to manufacturers specificationsi 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 defectors per R314
with 110 volt and battery backup interconnected in each
bedroom and level, Locate near the high point in rooms
with sloped ceilings,
Carbon Monoxide Dectors required outside ea sleeping area
per R315
TYPICAL ROOF SHEATHINGj
1/2" CDX Plywood index 32/16, unblocked, w/ face grain
perpendicular to framing below, stagger end joints, Nail as
follows:
Diaphragm Boundary and over
exterior walls and shear walls, 8d 9 6"o.c.
All supported, edgest 8d 9 6"o.c.
Fieldi 8d 9 12"o.c.
TYPICAL FLOOR SHEATHINGi
3/4" T&G, CDX Plywood, index 40/20, unblocked, laid up w/
face grain perpendicular to framing below, stagger end Joints.
Nail as followsi
Diaphragm Boundary and over
exterior walls and shear wallsi 8d 9 6"o,c,
All supported edges; 8d @ 6"o,c,
Field: 8d @ 10"o,c.
Structural I Grade, conforming to U.S. Product Standard PS I
and shall be pressure treated
FRAMING/SHEATHING LUMBEN
Field protect all cut surfaces of lumber with preservative which
shall be applied In accordance with manuf.'s recommendations.
Contractor to provide adequate bracing and shoring for all structural
members during all phases of construction,
All structural lumber shall be DF/L, #2 or better and treated In
accordance to Sec R320 IRC 2015.
All now framing members, rafters, joists, and beams shall be fastened
with 'Simpson' metal connectors or approved equal to provide a continuous
load path from roof to foundation to resist high wind forces.
All finish surfaces shall receive 1 coat prime and 2 costs finish paint.
Provide 6/8' Ext plywood w/Bldg wrap underlayment behind Ext Siding thruout.
Structural Timber shall be DF/L Species meeting following min grades/stresses
as established by the Western Wood Products Association:
Beam #1
Joists & Rafters #2
Studs & Plates Construction 0) CTU —RALR E%1 Vj'�N'
r
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STRUCTURAL REQUIREMENTS ONLY FER
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JUL 2 5 2018
BV-,&
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Window, Skylight and Door Schedule
Pr ect: Inlo lion Contact Inforrretion
Mi"I_b7
. Builders, ULC Mike Mletzner
24 th at Edmonds MikerrK@mletznergroupcom
3211an 425 212-2491
WIdthHeIght
Ref. Li -factor QtFeeInFeeInch Area UA
Exempt Swinging Door (24 sq. ft. max) 020 1 2 86 8 178 533
Exempt Glazed Fenestration (16 sq, ft. maxJ 0.0 0.00
Vertical Fenestration (Windows and doors)
Component
WIdthHeIght
Description
Ref, U-factor
QtFeeInFesInch Area UA
5040 he
030
1 5
4
20.0 6.00
4040 he
030
2 4
4
32.0 9.60
4W hs
030
1 4
4 6
18.0 6AO
5WO hs
030
2 6
6
60.01800
2M
030
5 2
2
20.0 690
3050 sh
030
3 8
5
45.01350
2040 sh
030
1 2
3
6.0 1180
2Wsh
030
2 2
64
20.0 6.00
3080 store
030
1 3
8
24.0 720
6080 store
"o
1 6
8
48214AO
1060
@so
1 16
6
60 180
Simple Heating System Size: Washington State
This heating system sizing calculator Is based on the Prescriptive Requirements of the 2015 Washington State Energy Code IWSEQ
Contact InfonTation
Mike Mletzner
mlken-Smiet2nergroup.com
426 212-2491
Instructions Design Temperature Difference (70 46
?T = Indoor (70 degrees) - Outdoor Design Temp
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ft) 1;D38
Average Calling Height Conditioned Volume
Instructions Average Calling Height (ft) BE 16,473
U-Factor X Area = UA
Instructions 020 311 9320
UFactor X Area = UA
instructions 050
Attic
U-Fector X Area = UA
Instructions
0.026 1,197 3112
Single Rafter or Joist Vaulted Callings
U-Factor X Area
UA
Instructions
No selection
Sum of Vert, Fenestration Area 299,0 UA: 89.70
Vertical Fenestration U: 020
Above Grade Wells (see Figure 1)
U-Factor X Area
UA
Instructions
0056 1,018 5701
Overhead Glazing (Skylights)
Component
WIdthHeIght
Floors
U-Factor X Area UA
Desalptlon Ref,U-factor
QtFeeInFeelnch Area UA
Instructions
0,029 1,197 34.71
0.0 0.00
Below Grade Walls (see Figure i)
U-Factor X Area
UA
Instructions
0.042
Slab Below Grade (see Figure 1)
F-Fector X Length
UA
Instructions
0570
Sum of Overhead Fenestration Area: 0.0 UA: 0.00
Slab on Grade (see Figure 1)
F-Ractor X Length
UA
Overhead Glaz Area Weighted U 0.00
Instructions
0.540
Total Sum of Fenestration Area and UA (for hosting system sizing calculation: 316B UA� 95.03
Instructions
Duct Leakage Coefficient
11,00
Sum of UA 217.61
Envelope Heat Load 8,1848 Btu I Hour
Sum of UA X ?T
Air Leakage Heat Load 8,184 Btu Hour
Volume X Ob X ?T X .018
Building Design Heat Load 18,194 Btu Hour
Air Leakage + Envelope Float Loss
Building and Duct Heat Load 18,194 Btu / Hour
Ducts In unconditioned space; Sum of Building Heat Loss X '110
Ducts In conditioned space: Sum of Building Float Loss X I
Maximum Heat Equipment Output 25,4711 Btu / Hour
Building and Duct Heat Loss X 1.40 for Forced Air Furnace
Building and Duct Heat Loss X 125 for Heat Pump
2 Story - 2 Car - 32 x 39 - 1938 sf -'GL - Lots 1, 3, 8, 10
Prescriptive Energy Code Compliance -All Climate Zones in Wa
Project Information Contact Information
Mletzner Home Builders, LLC Mike Mletzner
244th at Edmonds Mikem@mletznergroupcom
32 plan 425 212-2491 RA
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 Z5
E
All Climate Zones
R-Valuea U-Factora
Fenestration U-Factorb n/e 030
Skylight U-Factor n/a OBO 16
Glazed Fenestration SHOC n/a n/a
Celllngk 49J 0226
Wood Rome Wallgfnn 21 Int 0056
Mass Wall RValuel 21/21h 0058
Floor 30g 0.029 LO
Below Grade Wallom 10/15/21 Int + 0,042 v _0
Slabd R_Value & Depth 10, 2 ft 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 1600 square feet In conditioned floor area with less than
2. Medium Dwelling Unit: 35 credits
All dwelling units that are not Included In #1 or #3, Exception: Dwelling units ser
3. Large Dwelling Unit: 45 credits
Dwelling units exceeding 50M square feet of conditioned floor aree.
4. Additions less than 500 square feet: 5 credits I
REVISIONS
Table R4062 Summary
Option Description Credit(s)
Is Efficient Building Envelope la 05
lb Efficient Building Envelope 110 1.0
to Efficient Building Envelope to 2.0
Ild Efficient Building Envelope Id 05
2a Air Leakage Control and Efficient Van 05
2b Air Leakage Control and Efficient Van 1.0 4-
2c Air Leakage Control and Efficient Van 15 0
So High Efficiency WAC So 1.0 1.0
3b High Efficiency FIVAC So 1.0
So High Efficiency HVAC So 15
Sol High Efficiency WAD 3d 1.0
4 High Efficiency WAC DIstrlbuflon Sys 1.0 1.0
a)
5a Efficient Water Heating 5a 05 OB a) (5)
5b Efficient Water Heating 5b iffi 1.0 -C
5c Efficient Water Heating So 15 U)
Ed Efficient Water Heating Ed 05
6 Renewable Electric Energy OB *1200 kwh 0.0 1
Total Credits 350
*Please refer to Table R4062 for complete option descriptions 0)
Table 14402.1.1 Footnotes 0
For SI: 1 foot � 304B mm, cl � continuous Insulation, Int � In W
U)
CL
WSEC 2015 Energy Code Compliance Sect R401
0
Glazing Is law than 25% of conditioned floor area -
Zone 5 climate zone -
Proscriptive Option `I: Windows US@, Walls R-21; Calling R-49, Floor R-30, Slab 10/16/21+TB par Table R402.111 00
Provide depth markers for blown attic Insulation L) ('5 4-
Windows will be U 30 or better. Overhead glazing: U 50. Doors: U20 En
Ducts outside of conditioned space will be sealed and tested to FS-33 per IRC 00
Ducts In conditioned space will be Insulated to R-30, or as close as possible En
4-
8% total, 6% to exterior or less W 0
�-4 _J
Ducts tested per R4032
A continuous air barrier shall be Installed on the bldg envelope, sealling all gaps, W C.)
Corners and Headers shall be Insulated IL (1)
0 - CY)
Seal Garage walls to conditioned space, recessed lights, envelope jambs, knee walls, top plates and sIlls, = 0 X
Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/gasketed doors). EL L. CN
CL (y)
A 5-2 day proprammable thermostat will be provided for primary FIVAC system per R4103,11 - all other adjustable U)
W C:
ENERGY CREDITS = 0 <
3a - Gas Furnace - 94% efficiency - Max 26,471 BTU - I energy credit F E
0 _0 0
4 - Furnace/ducts Inside conditioned space - I energy credit CC) W (14
5a - flow restrictions '1.75/1 gpm - .5 energy credit = 4-
5b - Tankless Gas FW will be provided with min EF: 741/6 rating for I energy credit W (f) >_
Vapor Retarder for Bldg Envelope per R702.7 - class I or 11 unless exceptions met
N 0
Ughtlngi 75% of all Interior lighting will be High Efficiency bulbs per R404.1 F_ F
W 1, U)
Ext Lighting will all be High Efficiency per IRC 't-
All Rouresoont tubes will be R8 IT diameter) per IRC
Energy Code Compliance Certificate posted per R4013 @ Furnace, In Utility rm, or other approved location
No wall stacks will be contained In any exterior wall cavities
All return air will be ducted (no Joist bays)
Blower door test Is manditory per 2015 WSEC to <= 5 ACH @ 2 In pressure (50 Pascals) w/sIgned report
Water Supply piping shall be Insulated to min R_3
Exhaust openings must be & away from all openings.
Max equivalent length of Dryer vent Is 36 (excluding vert transitlons)(reductions for 45d and 90d elbows)
Ventilation: 160 ofm @ 6W16 run time per M`160733 located upstairs Hall Bath
R tl! sue
JUL 2 5 2018
SUNIM %PAM
OF EM- MENT
ONW
Window, Skylight and Door Schedule
p ro V Information Contact Information
r Home .11
Ml.tn. B ders, LLC Mike Mietzner
244th at Edmonds M keff)@mletznergroupLom
32' plan 426 212-2491
WkfthHelght
Ref, LI_factor QtFeeInFeelnch Area ILIA
Exempt Swinging Door (24 sq. ft. max.) 020 1 2 86 8 178 523
Exempt Glazed Fenestration (15 sq. ft. max) 0.0 0100
Vertical Fenestration (Windows and doors)
Component
WIdthHeIght
Description
Ref, LI-factor
QtFeelnFeeInch Area LIA
5040 he
M
1 6
4
20.0 6.90
4040 Ins
020
2 4
4
320 9BO
4046 he
030
1 4
4 6
18.0 5AO
5080 he
020
2 5
6
60.01800
2020
030
5 2
2
200 690
3050 SID
020
3 a
5
45.01350
2040 sh
030
11 2
8
ale 1BO
2840 sh
030
2 2
64
20.0 6.00
3080 store
030
1 3
8
242 720
6M store
030
1 6
8
46214AO
Iwo
030
1 16
6
60 180
Sum of Vert, Fenestration Area 299.0 LIA: 89.70
Vertical Fenestration U: 030
overhead Glazing (Skylights)
Component WIdthHeIght
Description Ref. LI-factor QtFseInFeeInch Area LIA
0.0 0.00
Sum of Overhead Fenestration Area: 0.0 UA: 0.00
Overhead Glaz Area Weighted U 0.00
Total Sum of Fenestration Area and UA (for heating system sizing calculation: 316,8 UA: 95-M
Simple Heating System Size: Washington State
This heating system Sizing calculator Is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEQ
Contact Information
M ke Mietzner
mtm@mIetznergroupO:)m
425 212-2491
Instructions
-------------
Design Temperature Difference PT) 46--
?T Indoor (70 degregs) - Outdoor Ternp
Conditioned Floor Area
Instructions Conditioned Floor Area (eq ft) 1'gS8
Average Celling Haight
09r�itloned Volume
instructions Average CellIng Height (ft)
8,§, 16A73
U-Factor X" Area = LIA
Instructions
030 / 3117 95.10
U-Factor,'X Area = UA
Instructions
050 ---
Attic
U,Factor X Area LIA
Instructions
om 1,197 31.12
Single Rafter or Joist Vaulted Collings
Li -Factor X �Area LIA
Instructions
No selection
Above Grade Wells (see Figure 1)
LI-Factor X Area LIA
Instructions
0.056 102 66.67
Floors
LI-Factor X Area LIA
Instructions
0mg 432 1253
Below Grade Wells (see Figure 11)
LI-Factor X Area LIA
instructions
0.042
Slab Below Grade (see Figure 1),
F-Factor X Length UA
InstructIons
0570
Slab on Grade (see Figure 1)
F-Factor X e-gth LIA
Instructions
0540 145 7830
Instructions
Duct Leelige Coefficient
Sum of UA 27372
Envelope Heat Load 12591 Btu / Hour
Sum of ILIA X 7r
Air Leakage Heat Loik 084 Btu / Hour
Volume X @SX?TK.e18
Building Design Heat bad 20776 Btu / Hour
Air Leakage + En\ie)pe Heat Loss
Building and Duct Heatoad 20,776 Btu / Hour
Ducts In unoonditiond Space: Sum of Building Heat Loss X 1,1�'
Ducts In condItIonempece. Sum of Building Heat Loss X i
Maximum Heat EquIprTt 04ut 29ffi85 Btu / Hour
Building and Duct Hat Loss X `lA0 for Forced Air Furnecor
Building and Duct Hat Loss X 125 for Heat Pump
2 Story - 2 Car - 32 x 39 - 1938 sf -'GL - Lots 1, 3, 8, 10
Prescriptive Energy Code Compliance -All Climate Zones in Wa
Project Information Contact Information
Mletzner Home Builders, LLC Mike Mletzner
244th at Edmonds Mlkeni@mletznergroup.com
,92' plan 426 212-2491
This project will use the requirements of the Proscriptive 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 LI-Factora
Fenestration U-F�actorb n/a 030
Skylight LI-Factor n/a 050
Glazed Fenestration SHOO n/a n/a
Celllngk 49J 0.026
Wood Frarre Wallgmn 211 Int 0.056
Mass Wall R-Valuel 21/21h owe
Roor aog 0.029
Below Grade Wallcm 10/16/21 Int + 0,042
Slabd R-Value & Depth 10, 2 ft n/a
'Table R402.1.1 and Table R40213 Footnotes Included on Page 2.
Each dwelling unit In a residential building shall comply with sufficient options from Tabl
i. Small Dwelling Unit: 15 credits
Dwelling units less than '1600 square feet In conditioned floor area with less than
2. Medium Dwelling Unit; 35 credits
All dwelling units that are not Included In #1 or #3. Exception: Dwelling units ser
3. Large Dwelling Unit: 45 credits
Dwelling units exceeding 6000 square feet of conditioned floor area.
4. Additions less then an square feet: 5 credits
Table R4082 Summary
Option Description Credits)
is Efficient Building Envelope is 05
lb Efficient Building Envelope lb '12
ic Efficient Building Envelope 1c 2.0
Id Efficient Building Envelope ld 05
2a Air Leakage Control and Efficient Van 05
2b Air Leakage Control and Efficient Van 1.0
2c Air Leakage Control and Efficient Van 15
So High Efficiency HVAC So 1.0 1.0
8b High Efficiency HVAC So 10
So High Efficiency HVAC So 15
3d High Efficiency HVAC 8d 112
4 High Efficiency HVAC Distribution Sys 1.0 1.0
6a Efficient Water Heating 6a 05 05
6b Efficient Water Heating 6b 110 1.0
5c Efficient Water Heating 5c 15 RE VISED PLAN APPIJ
ad Efficient Water HeatIng ad 05 CITY OF EDNIONDS BUILDING
0 Renewable ElectrIc Energy 05 *1200 kwh 0.0
Total Credits
"S
*Please refer to Table R4062 for complete option descriptions PLANS EXAMINER FE�
T
Table R402.1.1 Footnotes DATE
For Sh I foot � 304B mm, cl � continuous Insulation, Int � In E
WSEC 2015 Energy Code CompHance Sect R401
Glazing Is less than 25% of conditioned floor area
Zone 6 climate zone
Prescriptive Option 1: Windows 1_100, Walls R-21; Calling R-49, Roor R-30, Slab 10/15/21+TB per Table R402.1,1
Provide depth markers for blown attic Insulation
Windows will be U 30 or better. Overhead glazing: U 50. Doors: U20
Ducts outside of conditioned space will be sealed and tested to PS-83 per IRO
Ducts In conditioned space will be Insulated to R-80, or as close as possible
89% total, 69/o to exterior or less
Ducts tested per R4033
A continuous air barrier shall be Installed on the bIdg envelope, seallIng all gaps.
Comers and Headers shall be Insulated
Seal Garage walls to conditioned space, recessed lights, envelope lambs, knee walls, top plates and sills.
Insulate around all plumbing, wiring and devices, shower stal1q, register boots, fire places (w/gasketed doors),
A 5-2 day proprammable therrnostat will be provided for prlrray HVAC system per R408.1,1 - all other adjustable
ENERGY CREDITS
3a - Gas Furnace - 94% efficiency -,Max 29A6 BTU- 1 energy credit
4 - Furnace/ducts Inside condition6d spao91-a6ffgy credit
5a - flow restrictions 1,76/1 gipm - 15 6fi6�dy credit
6b - Tankless Gas HW will be provided with mIn EF: 74% rating for 1 energy credit
Vapor Retarder for Bldg Envelope per R7027 - class I or 11 unless exceptions met
Lighting: 75% of all Interior lighting will be High Efficiency bulbs per R404.1
Ext Lighting wIll all be High Efficiency per IRC
All Flouresoent tubes will be R-8 W diameter) per IR0
Energy Code Compliance Certificate posted per R4012 @ Fumece, In LItility rm, or other approved k)oaffian
No wall stacks will be contained In any exterior wall cavities
All return air will be ducted (no joist bays)
Blower door test Is manditory per 2016 WSEC to <-- 5 ACH @ 2 In pressure (50 Pascals) w/slgned report
Water Supply piping shall be Insulated to min R_3
Exhaust openings must be & iaway from all openings.
Max equivalent length of Dryer vent is 85' (excluding vort transltlons)(reductions for 45d and 90d elbows)
Ventilation: i5o ofm @ 60% run time per W60733 located upstairs Hall Both
a)
co
4
'0
d5
LL
REVISIONS
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MAR I � N19
MALDINGDEPARTMENT
CrTY OF EDMONDS