BLD2017-1341W %
111111111 t,0 T '�
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CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
"". 4C.1 C.) Q� PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 12/31/2018 Permit#: BLD20171341
Expiration Date: 12/31/�.,lM Project Address: 8609 244TH ST SW #8, EDMONDS
�z 0 Q (-)
Parcel No: WAITING FOR PARCEL
PROPERIWOWNER 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 G DARWIN
11611 AIRPORT RD SUITE B-I C/O KENNETH J & AUDREY G DARWIN 11611 AIRPORT RD SUITE B- I
EVERETT, WA 98204 11611 AIRPORT RD SUITE B- I STE BI
EVERETT, WA 98204 EVERETT, WA 98204
(425) 212-2490 (425) 212-2490 (425) 212-2490
LICENSE #: MIETZBP878CJ EXP:02/11/2019
JOB DESCRIP'nON
NEWSFP,Pl,l BING AND MECHANICAL INCLUDED
VALUATION: $237,097
PERMIT TYPEi Residential
PERMIT GROUP: 64 - Single Family Residence New
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION: VB
RETAINING WALL ROCKERYi
OCCUPANT GROUP: R-3/U
OCCUPANT LOAD:
FENCE: 0 X 0 FT.)
CODE: 2015
JOTHER ------- OTHER DESCi
lZONE: RM-2.4
INUMBER OF STORIES 2
1 VESTED DATE:
INUMBER OF DWELLING UNITS: I
ILOT 4-
E\ISTINGARKA.
BASEMEN'I 0 1 ST FLOOR: 0 2ND FLOOR: 0
JIRO POSFDARFA
M—ASEM—ENT 0 1 ST FLOOR: 741 2ND FLOOR: 1] 9 7
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
3RD FLOOR: 0 GARAGE: 402 DECK: 42 OTHER: 0
BEDROOMS: 0 BATHROOMS: 0
BEDROOMS: BATHROOMS� 3
FRONTSETBACK SIDESETBACK REAR S ETBACK
REQUIRED: 15' PROPOSED: 11 Q D: I O'E PROPOSED ITE IREQUIRED: PROPOSED�
HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: PROPOSED�
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO
PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION
INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISIHER DEPUTY AND ALL FEES ARE PAID.
F
Signature "' Print Name Date
Released
Date
A=NTTON
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBCI 09/ IBCI 10/ IRCI I O�
= FIRE = APPLICANT = ASSESSOR )Q Crry
0
&snow
-000W
44
STATUS: ISSUED BLD20171341
CONDITIONS
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check the job card for all required City inspections including final project approval and final
occupancy inspections.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
Sound[Noise originating from temporary construction sites as a result of construction activity are exempt fromthe noise limits
of ECC Chapter 5.30 only during the hours of 7:00arnto 6:00pm on weekdays and 10:00arn and 6:00prn on Saturdays, excluding
Sundays and Federal Holidays. At all othertimes the noise originating from construction sites/activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly fromthe issuance forthis permit. Issuance ofthis permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
INSPECTIONS I
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDB/VALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00.005(A) (6)
I TO SCHEDULE INSPECTIONS
BUILDING ENGINEERING (425) 771-0220 EXT. 1326
1. Go to: www.edmondswa.gov Building Department Inspections 1
2. Then: Services are now scheduled online. If you FIRE (425) 775-7720
3. Then: Permits/Development have difficulties, please call the
4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235
5: If you don't ha\e one already, create a assistance during office hours.
login (upper right hand corner) (425) 771-0220 RECYCLING (425) 2754801
6: Schedule your inspection I
When calling for an inspection please leaw the following information: Permit Number, Job Site Address, Type of Inspection
being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. _
B-Setbacks
B-Footings
B-Foundation Wall
B-Foundation Drainage
134solated Footings/Piers
B-First Floor Frarning
B-Plumb Rough In
B-Gas Test/Pipe
B-Mechanical Rough In
B-FXerior Wall Sheathing
B-Roof Sheathing
B-Window Flashing
B-Height Verification
IT 4 . 1w
• B-Fire Stopping
• B-Framing
• B-Wall Insulation/Caulk
• B-Insulation/Energy
• B-Sheetrock Nail
• B-Building Final
• F-Addressing Visibility
• F-Fire Final
• E-Erosion ControMobilization
• E-Storm Connect to Stub
• E-Watcr Service Line
• E-Driveway Form & Slope Ver.
• E-Engineering Final
• 134kher
1-7 - / 3 W
un DEVELOPMENT SERVICES
D RESIDENTIAL BUILDING PERMIT
APPLICATION
121 5'h Avenue N, Edmonds, WA 98020
City of Edmonds Phone 425.771.0220 2 Fax 425.771.0221
PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS
PROJECT ADDRESS (Street, S ite , tySta e, Zip): 7
:M ;;, I _qtl-m
A Slki
Parcel #: M31000Z,03jo
ONO 3
Subdivision/Lot #:
Project Valuation: $
APPLICANT:
M iezw V'Mwap� Pt 4i L-t-c-
Phone:
q737�-z1,?,zqt0 1�75.z/zzzy-3
Fax.
Adjrj�(Street City St t Z )
,,a e, 1p 0_1 CV4p4�0 a
r+ P4 !25_rw�
E-Mail Addresk
PROPERTV OWNER: IDAME�-
Phone:
ax:
Address (Street, City, State, Zip):
E-Mail Address:
LENDING AGENCY: /NJ I 7k
Phone: T
ax:
Address (Street, City, State, Zip):
E-Mail Address:
CONTRACTOR:* '5 Am E�-
Phone:
Fax.
Address (Street, City, State, Zip):
E-Mail Address:
*Contractor inust have a valid City ofEdnionds business license prior to
doing work in the City. Contact the City Clerk's Office at 425.775.2525
WA State License_#/EXI). Date:
fil/ VW 461" CIT
City Business License #/Exp. Date:
DETAIL THE SCOPE OF WORK:
3 1
PROPOSED NEW SQUARE FOOTAGE
FOR THIS PROJECT:
Basement: / A, sq. ft.
Select Basement Type: Finished Ll Unfin�ished
77—
I't Floor:
i-fi scl. ft.
Garage/Carport: 7- sq, ft.
2 d Floor:
t'l T sq, ft.
Deck/Cvrd Porch/Patio: ly sq. ft.
Bedrooms 2 Full-3/4 Bath # Half -Bath #
Other: sq. ft.
Fire Sprinklers: YesE]--No
Retaining Wall: Yes LJ
Grading: Cut yds. Fill cu.yds.
Cut/Fill in Critical Ar . ea: Yes No
I declare under penalty ofperjurylaws thatthe information Ihaveprovidedon thisformlapplication istrue, correctand
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: WltZA Jd- Owner 9 Ag'ent/OtherE] (specify):
Signature: Date:
FORM A LABuilding New Folder 20 1 OWNE & x-ferred to L-Building-New drive\Fonn A2014.docx Updated: 1/17/2014
1 0
OV EDAf
City of Edmonds
Equipment Type
DEVELOPMENT SERVICES
RESIDENTIAL BUILDING PERMIT
APPLICATION FORM A
121 5'h Avenue N, Edmonds, WA 98020
Phone 425.771.0220 2 Fax 425.771.0221
MECHANICAL
Appliance/Equipment Information (new and relocated)
Total
Furnace
Gas #_LElec #—Other: # BTU[s: <100k— >100k— Location(
Air Handier / VAV
(circle selected)
Gas # Elee # Other: # CFM: <10k >10k Location(s)
AC / Compressor
Boiler / Heat Pump
Roof Top Unit
(circle selected)
Gas #—Elec #—Other:— #_ BTUs:—<100k, _100k-500k, ____500k-IMiI
HP: <3,3-15,_15-30 Location(s)
Hydr onic Heating
Gas #—Elec #—In-Floor —Wall Radiant — Boiler BTUs: Location
Exhaust Fans (single
duct)
Bath #_�f_Kitchen #—LLaundry # J-0ther: #
Fireplace
Gas #f Elee #—Other: #_ Location(s) Cjr&1j FVtWj - 1:5-tFlAiv
Dryer Duct
Appliance Type
FUEL GAS
Appliance/Equipment Information (new and relocated)
Total #
AC Unit
BTUs: Location(s):
Furnace F_k M�Ojjfk
BTUs: ft?,Jelg) Location(s): 7—W jjojof L4 eJ195Z'f_
Water Heater
BTU[s: Location(s): '7-AtJ KLE;53 Al 62t���
Boiler
BTUs: Location(s):_
Other:
BTUs: Location(s):
Fireplace/Insert
BTUs: Location(s): Cmr-& PC" - Now,
Stove/Range/Oven
Dryer
Outdoor BBQ
-TOTAL OUTLETS
PLUMBING FIXTURE COUNT
Fixture Type (new and relocated) Total # Fixture Type (new and relocated)
Total #
Water Closet (Toilet)
Pressure Reduction Valve/Pressure Regulator
Sink (kitchen, laundry, lavatory, bar, eye wash, etc.)
Water Service Line
Tub/Shower
Drinking Fountain
Dishwasher
Clothes Washer
Hose Bib
Backflow Prevention Device (e.g. RBPA, DCDA, AVB)
Water Heater Tankless? Yes
X
No
Hydronic Heat in: Floor Wad E]
Floor Drain/Floor Sink
Other:
Refrigerator water supply (for water/ice dispenser)
Other:
FORM A LABuilding New Folder 20 1 O\DONE & x-ferred to L-Building-New drive\Fonn A2014.docx Updated: 1/17/2014
Mlietzner Brothers Properties, LLC
244 Ih St Project, Edmonds — 11 Lots
Revised: 3/7/2019
To whom it may concern
"AR 13 20419
DUILDING DEPARTMENT
CITY OF EDMONDS
BU�)2a-7-1-3(41
The following changes have been made to all plan sets for all lots in the 244 th St project to implement
slab on grade first floor instead of crawl space:
A2: Slab on Grade plan implemented; Detail 6/A2 altered; Detail 5/A2 removed; Detail 10/A2 added
AI Section A updated to slab on grade
A5: Type 2 Story Section updated to slab on grade
WSEC: Energy Calcs updated to slab on grade with new max BTUH
Thank you
Doug Williams
Designer
425 530-1042
dougwilliams444@gmail.com
HEIGHT CALCS
A = 458.06
B = 458.50
C = 459.55
D = 458.90
AVERAGE GRADE = 458.75
MAXIMUM = 488.75
PROPOSED PEAK = 486.83
PROPOSED
WA TER METER
PROPOSED
UTILITY
TRENCH
PARENT LOT COVERAGE
MAX=J9,012 x .45=17,555
ACTUAL - 15,224 / 3 X
PARENT LOT IMPERVIOUS SURFACE
EX. 28,895 SF / 39,012 SF = 74. 17.
PROPOSED: 28,958 SF / 39,012 SF =
74.27.
TOTAL IMPERVIOUS
LOT 8
1,595 SF
PROPOSED
SEWER
STUB
PROPOSED -
SEWER LINE
L 9)
OCT 0 5 2018
w-'1DwGmpmTyl"T
CrrY OF EDMONDS
PROPOSED
F. H.
PROPOSED
WA TER
MAIN
-19'
/7LOT 81
205 SF
GARAGE
o'3
Zone-Z ol �-Z Corner,�Lflagb
Setbacks
LM-Li�ed Actual
Front
Sides
Rear
Other
Height
SCALE: V= 20'
0 10 20
APPLICAATIOWNER
MIE7ZND? BR07HERS PROPMES, LLC
11611 AIRPORT ROAD, SUITE B-1
EVERETT, WA 98204
ml
3:
10.0' SHARt
UTILITY
EASEMENT
/ 7-
3:
SW 114, SEC 31, T 27 N., R.04 E, W.M.
244TH ST
DESIGNED BY. DATE. I SCALE. I JOB NO.
JRC 09-11-2017 1 '=20' 1 16-0800
LOT #8 EXHIBIT
INSIGHT ENGINEERING CO.
P.O. BOX - 1478
EVERETT, WA 98206
(425) 303r-9363 (425) 303-9362 FAX
INFO@INSIGHTENGINEERING.NET
UPSTATE
engineering
FO BOX 952 LYNNNOOD, WA �,'SDI.6
1206, ?80-4�15 F. (?Ob) 83L.-0?6
SERVICES@UPST8.COM
STRUCTURAL CALCULATIONS SEP 2 8 2017
DEVELOPMENT SERVICES
COUNTER
Client: MIETZNER BROTHERS PROPERTIES LLC
Project Name: 1938 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
0114
JOB # 0808
Andrew M. Gahan, PE
9/6/2017
244th St SW - Google Maps
Gc -vlemaps 244thStSW
47-777654, -, 22.354783
244th St SW
Edmonds, WA
Imagery @2017 Google, Map data @2017 Gcogle United States 1000 ft
9/6/2017 Design Maps Summary Report
O"ryt= Design Maps Summary Report
User —Specified Input
Report Title 244TH STREET
Wed September 6, 2017 22:38:14 UTC
Building Code Reference Document 2012/2015 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 47.777650N, 122.35478OW
Site Soil Classification Site Class D — "Stiff Soil"
Risk Category I/II/III
Lynnwqod
E rim cind ->*
Mountlake Teira cee
Bothell
Jndianola "Shoreline
3 Su4tjimi-'h
Redmand
USGS—Provided Output
S, = 1.260 g Sm, = 1.260 g SDI = 0.840 g
S, = 0.493 g SMI = 0.743 g Sol = 0.495 g
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document,
VIC --_� R v s :, o-i !� E! S o c -, I - j - n
51
W
Dt::; q-1 Rcujrcvl�iu
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 otherwise. [Page numbers]
1603.1 General Design Criteria r3531
Roof
Walls
loors
Snow
Partitions
Live Load (ps�
25
40
25
Dead Load (ps�
15
10
10
10
1603.1.4 Wind Design Criteria F35A1
r-rf
1. Nominal/U Iti mate Wind Speed Vasd/vult 851110 mph F 1609 3(3) [372]
2. Risk Category 11 1.00 ASCE 7 T6-1[77]
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 Earthquake Design Data [3541
1 . Seismic Importance Factor
2. Short Period Acceleration
2. 1 -Second Accelleration
3. Site Class
4. Spectral response coefficient
4. Spectral response coefficient
5. Seismic Design Category
6. Seis. Force Resisting System
7. Design Base Shear
8. Seismic Response Coefficient
9. Response Modification Factor
10, Analysis Procedure
11. Risk Category
Table of Contents
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
le
1.00
A SCE 7 T 1.5-2[51
Ss
1.26
USGS Selsmic Design Map OnlIne
S,
0.493
USGS Setsmic Design Map Onfine
D
ASCE 7 T20.3-1[2041
SDS
0.84
EQ 16-39 [387]
SD1
0.50
EQ 16-40[387]
D
T1613.3.5(l) and (2) [3981
A.15.
A SCE 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[731
ASCE 7 T 12.6-1[881
A SCE 7 T 11. 6-2 [691
Version 7.0 Pg 0.1
Wind Desi2n (MWFRS - Simplified Envelope Procedure) IBC 2015
Part 2 Wind Load Method ASCE 7 28.1.1 (2) f297
Nomina]JUltimate Wind Speed 85/110
Wind Exposure Category B
Height & Exposure Adjustment I = 1.00
Topographic Factor Kzt: = 1.00
Wind Pressures ASCE 7 28.6 3 [3027
ps = I K, PS30
mph 1609.3 [3731, F7609.3(3) [372]
1609.4 [373]
ASCE 7 F 28.6-1 [3041
ASCE 7 F 26.8-1 [2521
Minimum pressures shall not be less than assuming the pressures for
zones A and C equal +16 psf, B & D equal +8 psf, while zones E, F, G, & H all equal zero.
Roof Pitch 6 :12 or 26.565 degrees
Ridge Elevation 28 ft
Eave Height 18.75 ft
Mean Roof Height, h 23.375 ft
Zone Pressures, (k)(PS30) ASCE 7 F 2&6-1 [3041
ASCE 7 EQ 28.6-1 [306]
ASCE 7 28.6.4 [306]
ASCE 7 262 [243]
110
Horizontal Pressures
Vertical Pressures
Overhangs
0
A
B
B6�13
C
D
E
F
G
H
EOH
GOH
1,
23.32
14.18
t4
1 17.34
6.44
-6.82
-14.13
-5.10
-11.57
-16.05
-14,40
2
6. 7 6
5.38
3.69
.-0.22
-7.46
1.50
-4.94
-2.38
-2.721
Horizontal Zones Areas & Forces, Fx A.SCE 7 F 28.6-1[3037
End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal
dimension (l.h.d.) or 0.4h, but not less than either 4 percent of lhd or 3 feet.
D
F X� P SX'X
x A
Diaphraum (x = 2)
I.h.d. (ft) = 32
a (ft) = 3.2 Areas
2a (ft) = 6.4 Forces
Diaphrap-m N = 1)
I.h,d. (ft) = 32
a (ft) = 3.2 Areas
2a (ft) = 6.4 Forces
Frontto Rear
A
B
C
D
90
204 _�
0
F% 5635
Fxmin = 2940
Front to Rear
A
B
C
D
122
1.81
Fr 5983
Fxmi,,= 3030
Side to Side
C17
D
I
204
Fxmin
Side to Side
A
B
C
D
122
20
209
0
F,, 6752
F,,mi,,= 3510
Version 7.0 Pg 1.1
Seismic Design IBC 2015
Site Clasification, Criteria Selection, & Minimum Deshm Lateral Force
Risk Category
11
ASCE 7 T 6-1 [771
Seismic Importance Factor
1E
1.00
ASCE 7 T 1. 5-2 [5]
Seismic Design Category
D
T1613.3.5(l) and (2) [398]
Site Class
D
ASCE 7 T20.3-1 [204]
Short Period Acceleration
Ss
1.26
F]613.3.1(1) [388-91
1 -Second Acceleration
S,
0.493
USGS Seismic Design Maps Online
Scis. Force Resisting System
A. 15.
ASCE 7 T 12.2-1 [73]
Response Modification Factor
R
6.5
ASCE 7 T 12.2-1 [73]
Desien Spectral Response Acceleration Parameters
Site Coeffiecient, Fa 1.0 T]613.3.3(l) [387]
Site Coeffiecient, Fv 1.6 T.1613.3.3(2) [387]
Substitute equations 16-37 & 16-38 into 16-39 & 16-40 respectively,
2
S DS` — . F a's S SDS = 0.84 EQ 16-39 [387]
3
2
S D1 =— . FV*s I SDI = 0.50 EQ 16-40 [387]
3
Simplified analysis, Seismic base shear ASCE 7 12.14.8 f1087
V = (F SDS/R) W Where: F= 1. 1 for (2)-story ASCE 7 EQ 12.14-11 [108]
Vertical Distribution, Forces at each level ASCE 7 12.14.8 f]087
F. = (w./W) V Fx = 0. 142 x iN�, ASCE 7 EQ 12.14-12 [109]
Fffpctivp qPi.-mie wpicht Y, Fnrrpe (1he) at T.Pvpl r
fDiaphragm (x = 2)
F,= 3893
roof area (ft)
floor .. a (f�j
gory height (ft)
wall length (R)
WX
1383
0
8.1
164
weight (Ibs)
20745
0
6642
27387
Diaphragm (x = 1)
Fx = 3514
roof area (ft)
floor area (ft)
story height (ft)
wall length (ft)
WX
75
1191
9
112
weight (Ibs)
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 SDPWS and provisions
of Sections 2305 - 2306.
Design Per Alternative Basic Load Combinations 1605.3.2 [3597
For worse case effect with wind load, L & S shall be zero.
Equations .16-18, 16-19and 16-20 become,
D + (OW *0.6
Where co equals 1. 3, W equals F x of the respective diaphragm, and
D shall be multiplied by two-thirds.
For worse case effect with seismic load, L & S shall be zero.
Equation 16-22 controls,
0.9 D + E/1.4 , substitute ASCE 7 EQ 12.14-5 for E
0.9 D t
P Q E - 0.2 S DS D
1.4
0.9 -0.14 S DS D + P Q E
1.4
, simplify & arrange variables
Where QE equals F, of the respective diaphragm.
2301.2 [473]
2305.1 [4881
1605.1 [357]
1605.3.2 [3591
1605.1 [357]
ASCE 7 12.14.3.1.3 (7), EQ 12.14-5 [1041
Principle of Mechanics
Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist,
Wind Desien Loads. 1.3 Fx
For Kzt = 1.00
Front to Rear
Side to Side
Diaphragm
Force (Ibs)
Force Obs)
x = 2
4396
4879
x = 1
4667
5266
Seismic Design Loads, (p/1.4) F,,
p = 1.3
Diaphragm
Force (Ibs)
x = 2
3615
x = 1
3263
EQ 16-22
ASCE 7 12.3.4 [83]
Version 7.0 Pg 3.1
Allowable Stress Design Loads For Wood - cont.
Sum the moments about the base of a sbearwall, overturning shall resist,
2 W
(v-w)-h - D -- + P.w'
3 2
W
D-- + P*
(v -w) -h — �'O.9 — 0.14 S DS I i
2
Where, V = shear per linear foot of shearwall
W = width of shearwall
h = height of shearwall
D = resisting dead load centered over shearwall
P = resisting dead load at end of shearwall
Free Body Diagram of a ShearWall
r%
(V x 11)
for wind
for seismic
Version 7.0 Pg 3.2
Tributary loads
m
Wind Seis
j VD(x+ 1) [Ibs]
%
VD(x)[lbs] 2197.81 1807.54
VT(.)[lbs] 2197.81 1807.54
L 34.50 34.50
n 64 52
12015 SDPWS SEISMICMAX
�LTMAX(x) [lbs)
Mmmmmmmmmm�
Wind Seis
':VD(x+l)[lbs] -mmmmmmmmmm�
%
VD(x)[lbs]
VT(x)[lbs]
L
n
2015 SDPNVS SEISM1CMAX
TMAX(x) [Ibs]
Wind Seis
VD(x+])[lbs]
%
VD(x) [lbs] 2197.811807.54!mmmmmmmmmm�
VT(x)[lbs] 2197.811807.541MMMMMMMMMM�
L 26.50 26.50 1
n 83 68 immmmmmmmmm
2015 SDPWS SEISMIC MAX immmmmmmmmm�
TMAX(x)[lbs] 330 154
mmmmmmm
m
m
VD(x+l)[lbs] Wind Seis
%
VD(x)[lbs]
VT(x)[lbs] immmmmmmmmm
L �mmmmmmmmmm�
n
2015 SDPWS SEISMIC MAX
TMAX(x)[lbs]
mmmmmmmmm�
mmmmmmmmmm�
mmmmmmmmmm
mmmmmmmmmm�
mmmmmmmmmm�
mmmmmmmmmm�
mmmmmmmmmm�l
Version 7.0 Pg 4.1
Wall Line
Level
(X)
Segment
Tributary loads
Wind
Seismic
Width
Height
wr
,wa
wf
wfa
T(x)
T(x+])
T(x)
T(x+l)
Seis max
1
1 F-R_
Wind Seis
VD(x+l) [Ibs] 2197.81 1807.54
% 31% 31%
VD(x) [Ibs] 1446.64 1011.42
VT(x) [Ibs] 3644.45 2818.96
L 31.00 31.00
n 118 91
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibs] 621 309
5.50
9
621
309
25.50
9
18
-393
2
1
F-R
Wind Seis
VD(x+[) [Ibs]
% 0%
VD(x) [Ibs] 2333.29 1631.32
VT(x) [Ibs] 2333.29 1631.32
L 16,50 16.50
n 141 99
2015 SDPNI'S SFTSMIC MAX
TMAX(x) [Ibs] 504
16.50
9
504
-5
3 1
1 1
F-R
Wind Seis
VD(x+l) [Ibs] 2197,81 1807.54
% 19%- 1- 19%
VD(x) [Ibs] 886.651 619.902
VT(x) [Ibs] 3084.46 2427.44
L 30.08 30.08
n 103 81
2015 ST)PWS SETSMIC MAX
TMAX(x) [Ibs] 813 369
5.58
9
813
330
369
154
24.50
9
243
330
-295
154
4
F-1 -I
F-R
Wind Scis
VD(x+]) [Ibs]
%
VD(x) [Ibs]
VT(x) [Ibs]
L
n
2015 SDPVVS SETSMIC MAX
TMAX(x) [Ibs]
Version 7.0 Pg 4.2
mom
Tributary loads
Wind Seis
VD(x+l)[lbs]
%
VD(x)[Ibs] 2439.43 1807.54immammm=mmm�
VT(x)[lbs] 2439.43 1807.54
L 10.00 10-00
n 244 is,
2015SDPWS SETSMICMAX
TmAx(x)pbsi 1367
MMEEENMMMM�
mmmmmmmmmm�
mmmmmmmmmm�
mmmmmmmmmm�
Wind Scis
VD(x+l)[lbs]
VD(x)[Ibs]
VT(x)[lbs]
L
n
2015 SDPWS SFTSMTC MAX
TMAX(x) [Ibs]
Wind Scis
VD(x+l)[lbs]
%
VD(x) [Ibs] 2439.43 1807.54
VT(x)[Ibs] 2439.43 1807.54
L 21.12 21.12
n 115 86
2015SDPWS SEISMICMAX
TmAx(x)[lbs) 531 223
Wind Seis
VD(x+1)[Ibs]
%
VD(x)[Ibs]
VT(x)[lbs]
L
n
2015SDPWS SEISMICMAX
TMAX(x)[Ibs)
Version 7.0 Page5.1
Wall Line
Level
(x)
01�1
Segment
Tributary loads
Wind
Seismic
Width
Height
wr
wra
wf
wfa
T(x)
T(x+ 1)
T(x)
T(x+l)
Seis max
A
I
S-S
Wind Scis
VD(.+I) [lb.,] 2439.43 1807.54
% 1 28% 1 28%
VD(x) [lbs] 1474.61 913.54
VT(x) [lbs] 3914.04 2721.08
L 4.50 4.50
n 870 605
2015SDPWS SEISMIC MAX
TMAX(x) [lbs] 4765 3080
2.00
4
4765
1367
3080
755
2.50
4
47S9
1367
3072
1 755
B
1 _I
S-S
Wind Seis
VD(x+l) [Ibs]
% 50% 1 50%
VD(x) [Ibs] 2633.23 1631.32
VT(x) [lbs] 2633.23 1631.32
L 19.50 19.50
n 135 84
2015 SDP%S SEISMIC MAX
TMAX(x) [lbs] 356
19.50
9
356
1 -247
F-7
C
I
SI-S
Wind Seis
VD(x+]) [lbs) 2439.43 1807.54
% 22% 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
223304
10.13
9
2446
531
1,300
223
D
r-1
S-S
Wind Seis
VD(x+]) [Ibs]
%
VD(x) [Ibs]
VT(x) [lbs]
L
n
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibs]
Version 7.0 Page5.2
Shear wall Summary
Sheeting Reqm'ts Shear Transfer
Wind I Seis Max Wind I Seismic
I - 2nd
2 - 2nd
3 - 2nd
4 - 2nd
A - 2nd
B - 2nd
C - 2nd
D - 2nd
I - Ist
2 - I st
3 - I st
4- Ist
A - I st
B - I st
C - I st
D - I st
84
91
101
99
73
81
621
605
96
84
198
304
5
1
2
4
1
4
118
91
141
99
103
81
870
605
135
84
277
194
SW-1 SW-2 SW-3 SW-4 RSW
Overturning Values
I Wind _A Seismic
1367
Sheathing
260
350
511
1
679
1000
J(Plf)
Shear Flow
145
280
300
1
475
1000
(P] f)
Shear Transfer Connectors - CD
= 1.6, Hem -Fir
Connector
Z (Ibs)
16d Nails (Common: 3.5 "xO. 162")
195.2 lbs
2015 NDS TI I IV [105]
16,2 8.4
7.8
4.9
2.3
l6d Slant Nails (v<l 50plf)
160 lbs
2015 ATDS TI IN [105]
1 13.2 6.9
6.4
4.0
1.9 1
0.0
Simpson A35 Clip
510 lbs
Current Simpson Guide
1 42.2 21.9
20.4
12.9
6.1
0.0
Simpson Hl Truss Connector
415 lbs
Current Simpson Guide
1 34.3 1 17.8
16.6
10.5
5.0
0.0
Simpson LTP4 Clip (x 0.64 overtop 1/2" sheeting)
500 lbs
Current Simpson Guide
1 41.4 1 21.4
20.0
12.6
6.0
0.0
1/2" Diameter Anchor Bolts (2x)
912 lbs
2015 NDS TI I E [93]
1 75.5 1 39.1
36.5
23.0
10.9
0.0
5/8" Diameter Anchor Bolts (2x)
1328 lbs
2015 NDS TI I E [93]
1 109.9 1 56.9
53.1
33.5
15.9
5/8" Diameter Anchor Bolts (3x)
1664 lbs
2015NDS TI I E [93]
Page6.1
TTP T
r 7, ne
_5e n
SHEARWALL & HOLDOWN NOTES (U.N.O.):
(1) Simpson or equal. Locate at end of shearwall u.n.o. Install
per manufacturer recommendations for foundation minimum end
distance and embedment, deepen foundation as required.
(2) Construct cripple wall same as shearwall (SW) above, and
gable -end same as shearwall (SW) below.
(3) Requires 3x or (2) 2x foundation sill plate
(4) Threaded rod and coupler as required.
(5) Common nails, LINO: 8&0.131"x2l/2", 10d=0.148"x3",
12d=0.148"x3'/4", 16d=0.162"x31/2", 16d sinker--0.148"x3'/4".
(6) Install HI's on all trusses/rafters, A35's at 24"o/c on gables &
rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When
specified spacing is less than 24"o/c, install A35's at roof solid
blk'ing to SW top plate, and install H1 or H2.5 on all
trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35.
Conn. per Simpson Strong -Tie or equal.
(7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at
abutting panel edges.
(8) Anchor bolts shall be embedded at least 7" into concrete;
there shall be a minimum of two bolts per piece with one bolt
located not more than 12" or less than seven bolt diameters from
each end of the piece. 2x min PT, u.n.o.
1(91 All sheathina must be APA rated.
HOLDOWN SCHEDULE Date: 9/8/2017
Job #: 0808
MARK
HOLDOWN
STRAP *(1)
FASTENERS TO
(2)-STUDS MIN U.N.O.
FOUNDATION
ANCHOR *(1)(4)
COMMENTS
T-I
STHD14/14RJ
(38)/(30) - 16d
N/A
T-2
MSTC40
(8) - l6d sinkers to each
connected element
N/A
WRAP MHEADER AS REQD
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"0x10"AB'sCa) 60"o/c
A35 Oa,24 " o/c
SW-2
7/16" OSB
8d @ 4" o/c (12" o/c field)
16d @ 8 " o/c
A35 @ 20 " o/c
5/8"OxIO" AB's @ 48 " o/c
SW-3
7/16" OSB *(7)
8d @ 3 " o/c (12" o/c field)
l6d @ 6 " o/c
A35 @ 16 " o1c
5/8"0x10"AB's@ 48"o/c
8d @ 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
I
8d @ 2" o/c staggered
RSW
7/16" OSB Both Sides *(7)
(12" o/c field)
SEE DETAIL 1
UPSTATE
engineering
�0 Bk.)X 952 LYNNWCOD. WA 98046
(?Cb) ?80 4715 F. (?Ob) 834-(D?6
SERVICESCEDUPST&COM
General Structural Notes — Unless Noted Otherwise
GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR
OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION.
DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS.
INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL JURISDICTION.
FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR
FOOTING SHALL BE V-6` MINIMUM BELOW OUTSIDE FINISHED GRADE.
COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC
MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF
95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST
PROCEDURES.
CONCRETE f c = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0
GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE
PREVENTED.
REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE
GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A-1 85 AND SHALL BE 6X6 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES.
TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
BEAMS AND POSTS (4x— AND GREATER):
JOISTS / STUDS (2x—):
GLUE LAMINATED BEAMS (GLB)
DF-L#2
HF#2 / STUD
24F-V4 (24F-V8 AT CANTILEVERS)
2x — TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO `vVWPA 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/Z CDX PLYWOOD (32/16) OR 7/16- OSB SHEATHING. NAIL ALL SUPPORTED
EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT
REQUIRED.
FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL
SUPPORTED EDGES AND BOUNDARIES WITH 1 Od 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
MANUFACTURER'S RECOMMENDATIONS.
WIND DESIGN CRITERIA:
NOMINAL WIND SPEED — 85 MPH RISK CATEGORY II
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.
SD1 = 0.50
DESIGN BASE SHEAR = 6878 Ibs
Cs = 0.13
RISK CATEGORY 11
R = 6.5
2'-0" MIN.
2x TOP PLATE
HEADER PER PLA
EXTEND OVER
SHEARWALL
APA RATED SHTG
k
PER SW SCHED
(BOTH SIDES)
HOLDOWN
9
PER PLAN
'IT
(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.
l'- 6' M I N,
RAISED SHEAR WALL (RSW
NTS
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF FRAMING PER PLAN
2X LEDGER (OR RF TRUSS) W/
(2) 16d TO EA STUD
TRUSSES OR RAFTERS PARALLEL TO WALL
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER
STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF FRAMING PER PLAN
2X LEDGER W/
(2) 16d TO EA STUD
RAFTERS PERPENDICULAR TO WALL
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER
STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
TRUSS (MONO) PER PLAN
2X CONT SOLID BLOCKING
W/ (2) 16d TO EA STUD
TRUSSES PERPENDICULAR TO WALL
SHEAR TRANSFER
SW TO SW THRU LOW ROOF NTS
WALL FRAMING/DEC�
RAIL ABOVE
HOLDOWN PER PLAN
CTR ON RIM
BASEPLATE NAILING PEI
SW SCHED OR DECK RAI
CONNECTION PER PLAI
RIM JOIST PER PLAN
FLR FRAMING PER PLAI
SHEAR WALL PER PLA�
'-FIT SOLID
G W/ EDGE NAILING
UCTURAL NOTES
R SW SCHED
SHEAR TRANSFER W/ HID
CANTILEVERED FLR JOISTS NTS
NAIL SHEATHING TO
BLOCKS PER SW
SCHEDULE EDGE NAILING
SW PER PLAN
EDGE NAILING PER
SW SCHEDULE
LSTA21 W/ BLOCKING
AS REQUIRED (4 TYP.)
FORCE TRANSFER
AROUND OPENINGS NTS
"r- Z
ALL �X�R.�Otz v�ALLs
AND AL-L- sHADP-D vgALLs
"rO BP- PF-R sy�-1UNO
TZ
D505
1938 sF PLAN
UPPER FLOOR
L-A-f 1: RA L--
NO"M DF-TAzL Z NOTUsF-D
{ , A
T1 T1 'rt -r1
ALL WrklKrOR 14ALL6
AND AL-L---HADP-D v4AL-t-6
1-0 6F FOK UNO
0808
1g38 sF FL -AN
1-OYqER FLOOR
LATtRA L
I I I
Lat <i�
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietzner-244th-32x39-1938 sf 1 - Crawl 5.25
Date: 8/15/17
Selection 4x 8 HF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Ad
Lustments
Loads
Min Bearing Area K1 = 2,,b inz KZ= Z.b in- (1.b) UL UeT[= u.ui in
Beam Span
5.25 ft
Reaction 1 LL
788 # Reaction 2 LL 788 #
Beam Wt per ft
6.17 #
Reaction 1 TL
1001 # Reaction 2 TL 1001 #
Bm Wt Included
32 #
Maximum V
1001 #
Max Moment
1313'#
Max V (Reduced)
770 #
TL Max Def I
L / 240
TIL Actual Def I
L/>1000
LL Max Def I
L/360
LL Actual Def I
L/>1000
Section (in')
Shear (W)
TL Defl (in)
LL Defl
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 (psi x mil)
Fc-L (psi)
Reference Values
850
150
1.3
405
Ad'usted Values
1105
150
1.3
405
CF Size Factor
1.300
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
Cl Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Uniform LL: 300 Uniform TL: 375 =A
Uniform Load A
R1 1001 R2 = 1001
SPAN = 5.25 FT
Uniform and partial uniform loads are lbs per lineal ft.
RECEIVE""""
SEP 2 8 2017
DEVELOPMENT SERVICES
COUNTER
f I I
BearriChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietzner-244th-32' 2 Garage Dr 16
Date: 9/11/17
Selection 5-1/8x 15 GILB 24F-V4 DF/DF Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
min bearing Area hl= U.1 in, hz= U.1 in- (1.b) UL LIM= U.22 in Hecom Uamber=0.33 in
Beam Span
16.0 ft
Reaction 1 LL
3840 # Reaction 2 LL 1141 #
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 #
TL Max Def I
L / 240
TL Actual Defl
L / 390
ILL Max Defl
L / 360
LL Actual Defl
L/705
Section (W)
Shear (in 2
TL Defl (in)
LL Defl
192.19
76.88
0.49
0.27
118.19
31.16
0.80
0.53
OK
OK
OK
OK
61%
41%
62%
51%
M (psi)
Fv (psi)
E (psi x mil)
FC-L
Reference Values
2400
240
1.8
650
Adjusted 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
I Uniform Load A
L
R1 = 5909 R2 = 5909
SPAN = 16 FT
Uniform and partial uniform loads are lbs per lineal ft.
BearnChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietzner-244th-32x39-1938 sf 3 - Nook 6080
Date: 8/15/17
Selection 4x 10 HF #2 Lu = 0.0 Ft
Conditions NDS 2012
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Min Bearing Area H1 = 3.6 inz KZ= 3.ti in- (1.b) UL UeTl= u.uz in
Beam Span
6.0 ft
Reaction 1 LL
960 # Reaction 2 LL 960 #
Beam Wt per ft
7.87 #
Reaction 1 TIL
1464 # Reaction 2 TL 1464 #
Bm Wt Included
47 #
Maximum V
1464 #
Max Moment
2195'#
Max V (Reduced)
1088 #
TL Max DO
L / 240
TL Actual DO
L/>1000
LL Max Def I
L / 360
LL Actual Def I
L / >1 000
Section (W)
Shear (in2)
TL Defl (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)
Fv (psi)
E (psi x mil)
Fc-L (psi)
Reference Values
850
150
1.3
405
Adousted Values
1020
150
1.3
405
CIF Size Factor
1.200
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
CI 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 = 6 FT
Uniform and partial uniform loads are lbs per lineal ft.
OrWW a IA.A,
IT
FrW945 Plan
1945 Plan 1945 Plan
244th
Edmonds Scheme #3
Rare Gray Scheme #1 Scheme #6
M Eclipse
'Wh I ite -Trim Virtual Taupe
Project
Brown Trim C ream Itim
Exterior
Colors
I Extra Windows
--10 T-11: Y Extra Windows
Rare Gr
E3
4 2597 Plan 19313 Plan�,J
cheme #2 Schein
ptive Shad e #4
--+Gauntlet Gray
own -Trim
White Trim
IL
1938 Plan
2597 Pla". 9
Scheme #3
Scheme #5
Rare Gray Suitable Bro
White Trim
Cream Trim
2 2597 Plan" 1938 Plan
NMI Scheme #1
Scheme #6
Virtual Taupe
Eclipse
Brown Trim
Cream Trim
1938 Plan 2597 Plan
Scheme #2 Scheme#4
daptive Shade Gauntlet Gray
W
Brown Trim
14
Extra Windows % Extra Windows
cirry COPY t
A A-
P-4
Main -
co� Virtual Taupe
SW7039
Accent - Front Door - Trim/Gutters -
VarLDyke Brown Black Fox Musket Brown
SW7041 SW7020
Main - Accent - Front Door - Trim/Gutters -
Adaptive Shade Enduring Bronze Black Magic Musket Brown
SW7053 SW7055 SW6991
Main - Accent - Front Door - Trim/Gutters -
Rare Gray Thunderous Jasper White
SW6199 SW6201 SW6216
Main - Accent - Front Door - Trim/Gutters -
Gauntlet Gray Mindful Gray Urbane Bronze White
SW7019 SW7016 SW7048
Main - Accent - Front Door - Trim/Gutters -
rA Suitable Brown Gray Area Iron Ore Classic Cream
SW7054 SW7052 SW7069
=Mom
Q
Q4� Main - Accent - Front Door - Trim/Gutters -
Eclipse Svelte Sage Andiron Classic Cream
SW6166 SW6164 SW6174
V' RK SUBJEcl-
ISOMEN-IJI
CODE COMPLIANCE
Maxt 488,75
A
Prop,
Aver GrdsIU4587
5/4x8 behind
IIIIIIIIII IIIIIIIIIII"MIIIIIIIIIII Z
top of fnd T&G Pine Soffit
entry
HEIGHT CALC
At 458.06
131 458.50
C, 459.55
D, 45&90
Aver Grade 458.75
Maxi 488.75
Proposed peak: 486,831
------------
-.dX,t
(��x',4 WW
x3 WW
4X4 TC
1/2 Smooth Hardi l3d
Column
Plan View
Corner Block
(Framers)
30 yr F.G. Comp Roofing
16080
Front Elevation
WW Rake
/l/3 ww
WINDOWS
2x6 Head trim
5/4x4 sides
2x3+5/4x4 Sill
Front & Sides only
Alt Left Elevation - Lot 8
TRIM DETAILS (N,T,S,)
114xl Fascia lx3 Trim
Felt
V W.W. WX
8' Siding
GABLE MIN
Flashing
Flesh top
Top View
M Band Board
Felt
E�
b
Face View
8' Siding
8'x8"
8'X18'
Hose Bib Lights Idd,.ss
BEVELED BLOCKS
6'x20" if 4 #'s
OSB
0 �Hardipanel
E
'3 N3 Whiteboard
C5
M Whiteboard
E
Flashing
X
a X
X 2x8
M whiteboard
x8xl8 Corbel
2x Blocks
w/ top flashing 6N24" if 5 #'a BELLY BAND FLASHAG PROXCTED GABLE STONE SILL
Over the Siding (on front only)
2Story- 2 Car- 32x39- 1938 sf - GR- Lot8
rFlashing (Felt TL-�. �)—i
Cap 2X8
16' C c
BOARD & BAT
Right Elevation
APPROVED
U.ST BE
SITE
P VED BY PLAMNIN
JIG
V1,9 tz""
WORK
ADDRCE
OWNER
APPROVED DATE: 6,
: 6
BLDG. OFFK —
----------
PERMIT NUMIji—Eil
ft -
(CITY COPY
Vinyl Sash Insul DbI Glazed Wndows (1lyp) with tame vents
Provide Window venting of 4% of floor area
Provide natural light at 8% of floor area
Provide each sleeping room'with a exit or
window opening
min height 24"
min width 20"
min area 5 sf Q grade, 5.7 sf upper flrE
no keys/tools required on inside.
Per IRC R310
Additional Specs & Details on Sheets A5-7 &
Structural Calce;
Lateral Bracing per Structural Englneering Calos attached
Provide min, 36" Landing 9 ext. doors
not more than 7 3/4" below finished floor
Wood or Composltlon Roofing
8! Hardboard Lap Sldlng all sides (typ)
over waterproof building paper
1x4 Comer trim
Downspouts to 4' t1ghtline ----------------
to apprvd. sto�71 dFaln�bW(�
0ontlnupus'Metal gutters
Arsits/utiiity work to be referenced to the RII/Grade permlt
bldM71338.
Rear Elevation
Paint k; Scheme # 4
Mietzner Brothers Properties, �LC CODE RCW6--�
WSEq 2015 Erieir6y � Vent, code
244th St Edmonds Project - 32xJ9 ---------------- pluriiblng UPC W6
1 n+ Q National Electric Code
PLAN SHEET INDEX
Mechanlcal IRC 2015
Strest address to be prominently displayed In
contrasting color, 4' hl, plainly visible from the street,
Roof Load: 25 lbs
n
Seismic Deslgn Cat D2 (conventional)
All
Cover/Elev
See additional Specs/Detells on Sheets A6, 6, & 7
Wind Speed: 85 mph
A2:
Foundation/Alt Elev
Attic ventilation- provided as per R806
Under Floor Inspactlon required
prior to Installatlon of floor decking
A3
First Floor/Section
ROOFi 1197 sf * 144/300-575 sq,in. raqd
All Holdowns, Framing, AB,
A+
Second Floor/Roof
Provide equiv, or greater net area in and out (low & hi)
Shearwalls, must be Iripsected
A cz
n 4- 41
Provide (2) gable vent and (10) roof vents
prior to covering.
i Ij C3
A& Structural notes
AT Specif ications
SQUAFE FOOTAGE
ENERGY
Ist Floor: 741 sf
Windows: Alpine 70 Low E
WSEC: Wa St Energy Code
2nd Floor:
1197 sf
Gas Forced Air
Insulation:
Ceiling:
Total:
1938 sf
Faced FG.
Walls:
Garages:
402 sf
6mill Slab V13
Floor:
cc
REVISIONS
r"
C4-
0
4—
G)
(D
U)
0
CD 0)
<
>
LU
-i Q-
W -0
CC) 4-
to
4- 00
0
U5 -J M
LLI
4-
LU () CY)
IL (1)
0 — cr)
W 0 X
CL 04
M
U) U)
= -0
LU C:
M 0 <
1--- E-= L)
0 -0
10 LU
= -i-
LU U)
N -9-- 0
t.- TZ I--
Lu (n
S6A
RESUe
JUL 2 5 2018
BUMNOGFDEEDPAORTMENT
M JDS
l
00
N
101, 12- W 5.10s 14- 2"—
Vents in Rim Joist
3 4'x 12 cone patio
�O
T-1
T- I
PL
no to PL
closer than 6' 8"
T-
- - - - - - - - - - - -- - - - I
- - - - - - - - - - - - -
L _-4
I - - - - - - - I-L - - - - - - L
- - - - - - - - - - - - -
-j-B�fO 00 (D
X 0
6, '07 zt� o
-
Step up 9 1/ Ir 0 0
_0
0 0-
= CID
0 � -0
Crawl Space :E - W PO
L I I
111T I
6 mil vb, (blk) (C-)
r I
7- 7"
5' 7" 5- 7" 7' 8-
T418 DF#2 -7
- - - - - -
L - - L - -
20' 8-1/2"
7
- L -IF
5/A2 Q4p)
- - - - - - - - - - - - - - - - - - - - -
- - ---- - - - - - - - - - - - - - - - - - -
--
I-
- - - -
I-F
ro
- - - - - - - - - - - - - - - - -
P .
IL -
- -
-13
BW —I
T�CnTIL
Mce
7/A2 Ill
EI
Insul I
M4
2 Car Garage
IT
ZD
cone slab on grade
Virgin/tamped fill
slope to garage door
Stool up 19 1/4- -
embed
"tilIlp OD
I
JB210
-4
I L - - - - - -
- - - - - - - - - - - - - - - - -
e�ar ul�
- - - - - - - - - - - - - - - - - - - - - -
cone
/ , - I :h -21
—20'
9/A2 (tull F2) Gp-
-11, T-1 121^11 T-1
I / A2 RSW I/A2 RSW
Foundation
2' 0" min
2x Top plate
A
width
--Nail shthg to Hdr
1 3" o.c. em.
(3) 2x studs l
......
Header Per Plan
extend over SW
f---Nail shthg to ea stud
1- APA rated shthg
I per SW sched,
(Both Side
0) s
8d Nails 9 3" o.c,
Z Holdown per plan
AV
all plates, hdrs, studs
X
0
X
(2) 5/8"xl2" AB, embed 7" min
Cone slab
(3)2x plates
Nail shthg to as plate
8" cone stem wall
0#4 Vert as face
#3 ties 9 8" o.c,
7 Grade
1. 5" min,
Cone ftg w/(2)#4 top & btm
RAISED SHEARWALL DETAIL
I`,,,�RSW�� �1/2- P �0-
2x4 P.T. Naller In core, pour
16' oc.
Form nall i @ 12 o.c.
to hold naller In wall
Siding Wier In Cono. Well - Plan View
112'= 1' 0'
3/4" APA rated OSB CD int, w/ext,glue, nail 5" edge, 10" field
2x F.J. 9 16" o.c, Solid blocking Q support
4x4 or 4x6 Wood columns as required
2x4 or 6 ties nailed with 4 115d each MA615 anchor
Set wood columns on 90# felt protectors
Anchor column to footing with MAB15 2x Floor Joist
F r Joist
Stud S
1/2'� 0 A.
#4 1 - i
Over 0�
16
x '00
F.J. 24" 2x #2 HF Studs
1/2x10 A,B, per Schd w/3" sq x 1/4" washer Q 16" o.c.
10 scabs (50 way 2x #2 HF Studs 4" IDS tighfline l/2xl0 A,B, per Schd w/2" sq x 3/16" washer
Beam Solid blocking
m,n w/4-115d nail BM & post #4 18" o.c, Horz. & Vert, min 4'. .0 r .1. #4 18" o,c. Herz, & Vert. min
Over 2' Hl 10" o.c. Horz. 4" coner. slab ver 2' Hi-#4 10" o,c. Herz.
12' In P.T. Post 4" DS tightline . . . . . . . . . .
MA815 16" o,c. Vert. w16" ftg hook 18' o.c. Vert, w/6" ftg hook
t; _M p i_ b
o tm
g 'Btm bars-1/2 of max spacing o ars- 1/2 of max spacing
g B
tamped fill Btm b
6mi black vapor barrier, edges lapped 12" min 8X16 min
. . . 8XI15 (2) 44 Cont, Herz. 8X16 (2) #4 Cont, Horz.
Concr, Footing ft
lu ftg ftq
4' ftg drain 4" ftg drain
NTB*AMXATE BEARNS &FP0RT GARAM & STW FICU43ATION WALL DETAL
RXWAl WALL DETAIL
1/2'= T 9 1/2'= T 9 1/2'= T V
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 R802.11.1
Bolts shall be not less than 7 bolt diameters
and not more than 12' from the ends
of each individual foundation sill plate.
Min. 7 Inches embedment,
Min (2) per sill plate
ANCHOR BOLT Placement per Structural Gales
and/or I
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 mill 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 RT,
Protect Col Base w/FHA 12 or equiv.
Col-Bm post. connect per I
I' min air space betwen wood &
concrete or use pres, trtd.
Laminate multi joists w/ 2 rows
18d g 16' o.c. stagger top/bot
Stub -out #4 reber @ 18! oc.
at oonor. porch to reslat
differentlal sel
Provide p.t. rim Joist 9 patio
REBAR REQUIREMENTS,
0#4 Continuous In ftg, (1) 9 top of wall.
#4 vert. R/F @ 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. horz,/16' o,c, vert.
2' 6, max height for 6' wall, 4' max for 8' wall
Footings to rest on 2000 psf undisturbed soil.
CRAWL SPACE VENTIALTION per l
Provide 1185 sq In min net (1/150)
Install (11) B'xlB' screened vents at 67.2 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 REVIEW
THIS DRAWING HAS BEEN REVIE—U '—
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELEVANT D40CUMEN�l
JOB#LLOS DATE
REVIEWED BY-
ING
UPSTATE ENGINEERING
�P�'8 �o
Q�6) 280-4715 - —i—@�P-18 �O
volo E sTAMP iNK Nor In—
EPB4�4/,/, slab
6.
12"
sono
tube
.4 124x24x 10 pad
w/(2)#4 ea way
V
@Sono Tube Pto DUAL
) INTS,
0#4 Cont. w/8' end 4' mln cone slab
hooks to grade beam /w/#9 @ 12' oe. E.W,
or
6x61AWx1AWWWF
24'E /4 Wp- -1
gra
W, \1
12"' 0#4 oont.
(�)TypIced Fa-dW- @ Gffqp D-
-�1/2*= T 9
E
CD
CD '0
T
S'
REVISIONS
l",
(4-
0
_j
4-
N a)
04
0
0 CL
U- -0
L)
Ln
+- 00
0
LLJ1 0.)
w 0
EL a)
0
ll 0 X
CL L. C-4
CIL.
En
-0
w C
0
E
0 -0
1:13 W
W
N 0
1--
W
C14 I
RESUB
JUL 2 5 2018
9%L_D111.11,,bEP
n4.RT
B/A2
-C-5- 10' aI IE 12' 10" 14- 2"
Vents in Rim Joist (typ)-
,:I' 4`x12 conc, pati T-1
T-I no �Ioser than 6' 8" oto PL
T-I
------ ------- - L -
I-L - - - - -
OD
!� CID ,0
CM 9:0
----------- P, =
0 0
T 7 9 '(D -0
Slab on Grade,' En Oo L -1
6 mil v.b. UV� I
0
D -CC I r 11
'P7
14-
L - - - L
8- 2" 20' 8-1/2" B/A9 (tup I
I L - -IF
- - - - IL - - - 71 1 1 - - - - --- - - - - - - - - - - - - - - - -
I- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
4 7'--->.
I n I
:r
I
T::� -7
7/A2 (typ)
.I - - - - Ln 1
2 Car Garage
T - - - - 1 71 1
- - - -
-
conc: slab on grade
I J-1 I
virgin/tamped fill
slope to garage door
CN
I Jill
1 1.1
- - - - H'I
CN
<
W
- - - - - - - - - - - - - - - -
- - - - - - - - -
L
-I- conc
A
- - - - - - - - - - - - - -
r-�W A
- - - - - -
F
P-57
conc slab
4" CIS tightline
R- 10
32'
T-I
I / A2 RSW
-16,
20'
Foundation
(10 A.B, per Schd w/3' sq x 1/4" washer
2x15 p.t. sill plate
18" o.c. Horz. & Vert. min
9 lvg 5PL; 18" min
QX1115 *i (2) #4 Cont, Horz,
g
8! STANDAFE) FOUNDATI10N SIEM WALL DUAL
---------------------------------
I/A2 RSW
2� Floor Joist
Floor Joist
25< #2 HF Studs
Q 16" D.C.
DS tightline
4 S ti
I/2xI0 A,B. per Schd w/2" sq x 3/16" washer
�-o
4..
co .Is
4" concr. slab
#4 18�.o,cjorz. & Vert. min
#4 1
8�
Ov r Hi #4 10" o.c. Horz.
Over
18" o.c. Vert. w/6" fig hook
tamped I
o
I
Btm bars-1/2 of max spacing
min
8x 16
82X� 16
(2) #4 Cont. Horz.
ftg
4" ftg drain
0 GARAGE III STEM FUMATION WA-L 0ETAL
1/2"= 1' IT
2x Top plate
2' 0" min
width
Nail shthg to Hdr
@ 3 o,c. e.w.
Header I.I., Plan
j V:
extend over SW
(3) 2x studs U.N.O.
Nail shthg to as stud
APA rated shthg
per SW ached,
(Both Sides)
8d Nails P 3" cz�
Holdown per, plan
all plates, hdrs, studs
X
(3)2x plates
Nail shthg to as plate
(2) 5/8'xI7 AB. embed 7" min 8" conc stem wall
(2*4 vert Be face
Conc slab #3 ties Q 8" o.c.
Grade
V 15" min.
. . . . . . . . . . . .
Conc, ftg w/(2)#4 top & btm
jr-��SHEARWALL DETAIL
l`II,�RSW�� �1/7- r �0-
(2)#4 Cont. w/8' end 4' min conc, slab
hooks to grade beam /-.r/#3 0 12' Go, E.W.
. exs1.4W:x1AWWWF
24- Nrashedpeagravel
min . . . . . . . .
..........
12" (2)#4 cont.
ro-'� TypW Foundlei @ Garage Door
T 0'
2 Story - 2 Car - 32 x 39 - 1938 sf - GL - Lots 1, 3, 8, 10
EPB4�4/� slab
Fln
12-
sono
tube
r ",24x24xI0 pad
w/(2)#4 as wa!j
Som Ate I)ETAL
N.TS.
ANCHOR BOLT WASHERS shall be
3' x 3' x 1/4' thick per R602.11,1
Bolts shall be not less than 7 bolt diameters
and not more 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
wd/or R403,1,6
Any changes to floor framing
(i.e. I Joist from solid sewn)
will require new floor framing plans.
18" d.,-vr-dWt--95ffCT,
1:2- min. ciearancb--@- beams
6 mil black visq.,vapor barrier
R-Iq F-n 'aswta#eR-wP-4:o-subfloor
Column & Beam Notes,
Cols to be 4x4 u.n.o.
Gol, Bases -8' obv gr or P.T.
Protect Col Beise w/FHA 12 or equiv,
Col-Bm posi. connect per R407.3
I* min air space betwen wood &
concrete or use pres. trtd.
Laminate multi joists w/ 2 rows
led Q 16' o.c. stagger top/bot
Stub -out #4 reber @ 18' ma
at ooncr. porch to res1st
dIfferentlal selling
Provide p.t, rim joist 9 patio
REBAR REQUIREMENTS,
(2*4 Continuous in ftg, (1) 0 top of wall.
#4 vert. R/F 9 18'. R/F Stl to be ASTM A-615 Grade 40
24" max height for std fnd wall
24'-provide #4 rebar 10' o.c, horz./15' o.c. vert.
2' 6' max height for 6' wall, 4' max for 8' well
Footings to rest on 2000 psf undisturbed soil.
CRAWL SPACE VENTIALTION per R408,1_-�
'Z'� d 185 aq I .
a I in in net _Ukolr-
�de,,JI�js
1 6.. B. sc� 1.d vents at 87,2 sq in each
-�otsl provided
"I,;,, in -
net (i In total r'v' ad
ins all m Joist
1 1 sq In Uir,,
74 q ft X144/150-711 sq in required
of
in 1
i 11 7"")
nstall I m i
Z7, '
q ft . 4,
I, I vnt
ant within & 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 spaca5
and from leaking ont basement floors.
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
PLANS EXAMINERi��
DATE
�x4 P.T. War In cono. pour
IF D.C.
Form nall pins @ 12' oc,
to hold nailer In wall
siler In Cono. WeJI - Plan View
1/2'= 1' 0'
--- ----- --------
�(2) #4 4" oonc slab
4
1101. min
Ftg to beer on firm
undisturbed Boll
--------------------------
mDFOR
t� E
8
T
a
REVISIONS
4-
0
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0)
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C:)
CS)
<
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o
LL -0
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4- Do
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0- M
0 X
= CS4
CL EL
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Of -0
LLJ C
0
E
0 -0
00 LU
LL, (n
N 0
W W
Le V
bL,MCA-7-13"V�
G _o Iq
0 0 DATE�b
REVISION
REVI'NED
14AR I � 2019
l20V�U
olpIpsyAMPINI<N0T
2
BUILDING DEPARTMENT
CrFYOFEDMONDS
101, SO I a� 12'
Carbon Monoxide Dectector per 316
Smoke Dectector per 314
Surface mount light
13 Plecessed can light
Xw 50 ofm exhaust fan to ext.
X— >oo( cfm spot/whole he exhaust
vtos Vent To Outside
X Fan/Light Combo
Single pole switch
9 way switch
Duplex outlet
220 volt outlet
On Ground Fault Interupt
Frost Proof Hose Bibb
First Floor
IAll walls Indicated
to be SW-1, U.N.O. I
STRUCTURAL LEGEND
Headers 4xI0 DF2 U.N.O. Ist Floor
GLB, 24F V4 LIAR.
— - — - — -- Db1 FJ.
Beam
SW_I
Shearwall
-1 Hold Downs
NOTS All metal In contact with treated wood
Shell be approved for such contact
Additional Space on Sheets AM & StructLyal ISlates attached
NOTS Notching and Boring holes in studs
For Interior and Exterior walls
per 2012 IRC R6026 (1) & R602,6 (2)
F'eaRStIck .11 0 FM ri 7 DOORS
D—
�2
3
2
L Intall bottm idataBlock FI.Mg 5 3/8 bwd!WT�p 900 S..IaM 0. IW.11 dda- W —f. We-
2. t.11—d! bW Wt.Blk Co— Guards Wi fl. 7. lat.11 t-P P-astick flashing
a Fee, & Stick M Wil 2 1/7 — btm f—t ove, top window narge
4. I�'jl aide WateBl�; flasting both sides
F1 ghl"
M. Fall.. the
detai a w cp �t.
bo
T"a na an . �bo
9 .112 ft md
. P.
W 0 �1.kf
All 00- =ard details remain
the — h wirdow flaslIng.
1* For docta with fl7n all
tc at�
a Fl— SO= P -ti-kU 9.60 flarge ard pa;ae, ja It.11 n "'k
d0a of a— =F.19stick r t=;'_laa per LBC la Peel&Sdt.1:.;�.t, I P NUS'M tha, d-
1' .1 -P q— t window
7 —t IL reatell -t.1 tw nasift INSTALL EXTERIOR DOORS WM TWO
V. SF' a .,Wlw 12 StZIrw ct.1d. f �M
n . yu lp w d. BEADS OF TOPP 900 CALLK.
Wff=W/DOOR FLASMG INSTAUATION DETAM — NM
sl R, T L "EV111W
R_.02. 'U�R'117
"T
'E"E'."L""R."T S:!."",
THE ATTAG
DATE
SIAM,
--- Hold Stringer as h gh as possible
to th. Tread/Risers
T-1 and shorten the fread/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 1, 8
-)ecuonA
BEAM MR
HE� PER
PLAN
MKDO RRID
M.
STLO
OBLIFwa,
BEAM
2X4 WALL
2xB WALL
LX
(2) 2X4
(2) 2X8
i(iS.AAWNW
ax W )
(3) 2X4
(3) 24
3 1/8 IGLB)
12) 2x4
(2) 2xIl
5 1/8 (OLB)
(3) 2X4
(3) 2x8
3 1/2 (MANF)
(2) 2x4
(2) 2x8
5 1/2 (MANH
(3) 2x4
(3) 2X8
GIRDER TRUSS
(3) 2x4
(3) 2x8
HEADER
20 WALL
2x8 WALL
4x (SAWRO
2X4
24
Ox (SAWN)
----
2X8
3 1/11 (GLB)
(2) 2.4
24
5 1/8 (GLED
___
(2) 24
3 1/2 RIANF)
(2) 20
2xB
5 1/2 (MANF)
----
_�2) —2.8
POST / STUD 9 POINT LOADS
header
Jqual
EO
6080 sgd 5060 hs
SOD & Window 11,121, let Floor
Elev, View
ROUGH OPENING FRAMING DIMENSIONS
LA VENTA DE PUERTAS
LAS MEDIDAS DIE LAS ABERTURAS CONSTRUIDAS
TYPE
WIDTH
ROUGH
TIPO Be PUERTA
De ANCHURA
La
Abarture
EXTERIOR COORS
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 DIE
LA PUERTA MAS 2'
82
1/2'
METAL - DOUELE 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 DIE
LAS PUERTA MAS 2'
11
1/4'
METAL W/SIDELITE 14'
3/0 DOOR W/I S/L 53'
PUERTA DE METAL CON VENTANA
PUERTA 3/0
CON UNA VENTANA 53'
3/0 DOOR W/2 S/L 68'
82
1/2'
PUERTA 3/0
CON DOS VENTANAS 68'
82
1/2'
WOOD DOOR SINGLE W/B
DOOR WIDTH PLUS 2'
83'
UNA PUERTA DE MADERA
ANCHURA DE
LA FUERTA 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 HAS 2 1/2'
83:
WOOD SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
83'
PUERTA DE MADERAQUE ABRE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
83
WOOD W/SIOELITE W/B
3/0 DOOR W/I 14" S/L 53'
PUERTA DE MADERA CON VENTANA
PUERTA 3/0
CON UNA VENTANA 57
3/0 DOOR W/2 1/4 S/L 88'
83
1/4'
PUERTA 3/0
CON DOS VENTANAS 68'
83
1/4'
INT, PRE -HUNG DOORS
LAS PUERTAS PRECOLGADAS INTERIORES
SINGLE PREHUNG
DOOR WIDTH PLUS 2'
82
1/2'
PUERTA PRECOLGADA CLASICA
ANCHURA DE
LA PUERTA HAS 2'
82
1/2'
INT OBL W/ASTG
DOOR WIDTH PLUS 2 1/2'
82
1/2'
PUERTAS DOBLES CON ASTG Y CERROJOS
ANCHURA DE
LAS PUERTAS MAS 2 1/2'
82
1/2'
INT: DBL W/ROLLER CATCHES
DOOR WIDTH PLUS 2'
82
1/2'
PUERTAS DOBLES SIN ASTO
ANCHURA DE
LAS PUERTAS MAS 2'
82
1/2'
HOUSE TO GARAGE WB
DOOR WIDTH PLUS 2'
83'
PUERTA SOLIDA (ENTIRE LA CASA Y EL GARAJE)
ANCHURA DE
LA PUERTA HAS 2'
83,
POCKET DOORS FRAME TYPE
LAS PUERTAS ESCONDIDAS
ACME (LADDER TYPE) SINGLE
DBL DOOR WIDTH PLUS 2'
84
3/8'
UNA PUERTA ACME
ANCHURA DE
LA PUERTA COBLE HAS 2'
84
3/8'
ACME (LADDER TYPE) DOUBLE
DBL DOOR WIDTH PLUS 1 1/2'
81
3/8'
ACME PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 1 1/2'
84
3/8'
JOHNSON (VERT, STUD) SINGLE
DBL DOOR WIDTH PLUS 1-
84
3/8'
UNA PUERTA JOHNSON
ANCHUAA DE
LA PUERTA COBLE MAS IN
8-1
3/8'
JOHNSON (VERT, STUD) DOUBLE
DBL DOOR WIDTH PLUS 0"
84
3/8'
JOHNSON PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 0'
84
3/8'
BIPASS
LAS PUERTAS QUE SE PASAN
BIPASS W/DRYWALL JAMBS
DOOR CALL -OUT SIZE -1-
83 1/8'
CON JAMBAS DE YESO
TAMANO DE
LA PUERTA -P
83
1/8'
BIPASS WIWOOD JAMBS
DOOR CALL -OUT SIZE PLUS 1'
84'
CON JAMBAS DE MADERA
TAMANO DE
LA PUERTA MAS V
84,
BIFOLDS
LAS PUERTAS De DOS HOJAS
BIFOLD WITH WOOD JAMBS
DOOR CALL -OUT SIZE PLUS 2'
82
1/2'
DE HOJAS CON JAMBAS DE MADERA
TAMANO DE
LA PUERTA MAS 2'
82
1/2'
BIFOLD WITH '1/2' JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4'
81 1/7 ON
VINYL
DE HOJAS CON JAMBAS DE YESO
TAMANO DE
LA PUERTA MAS 1 1/4' 81 1/2' an
vinilo
BIFOLD W/DRNWALL JAMBS
DOOR CALL -OUT SIZE PLUS I 1/4N
82* ON CARPET
DE HOJAS CON 1/2' JAMSAS
TAMANO DE
LA PUERTA HAS 1 1/4' 82'
on alembro
E
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0
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00
REVISIONS
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RESUB
JUL 2 5 2018
SU6LDINOG DEPAOFrT
rry F EDM �W
5' 10" 1 < 12'
Carbon Monoxlde Dectector per 315
Smoke Dqctector per 314
'C�
, Surface mount light
03 Recessed can light
Xw 50 ofm exhaust fan to ext
X- xxx cfm spottwhole he exhaust
vtos Vent To Outalde
X Fan/Light Combo
Slngle pole switch
3 way switch
Duplex outlet
220 volt outlet
Ground Fault Interupt
Frost Proof Hose Blbb
3�
I/A2 RSi
First Floor
All wells indicated -
to be SW-1, U.N.O. I
STRUCTURAL LEGEND
Headers 1x10 DF2 U.N.O. Ist Floor
GLB. 24F V4 U.N.O.
— - — - — -- DbI F.J.
- Beam
SW-1
Shearwall
-1 Hold Downs
NOTEt All metal In contact with treated wood
Shall be approved for such contact
Addiflonal Space on Sheets AB8 & Structural Nlotiss atlached
NOTS Notching and Boring holes in studs
For Interior and Exterior walls
per 2012 IRC R802.6 (1) & R802.5 (2)
Hold Stringer as high as possible
to the Tread/Risers
T-1 and shorten the treed/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 1, 8
1`893"ok to vell 0 RA 7 DOORS 36
4
Door
4- 2 1 111,14,
2.
I Install bottm Wetw8lock Flashing 5. AppT%3/8 t*ad Top 900 Sealant 6, Install Id,,s w arf. space
2. follo..d bykWW.Blk Corne, Guards Ins WI flange. 7. Install top P-HIStIck flashIng
a I_, I S. on sill, 2 1/2' over bt. front over top v,indm flarg.
4. Install adds W,terBlock flashing both sides
Flashin
details
Th. W
1. Inet
0 38 and folded he Wtd:�'
on W�
ard d— /Br,.kf top
sup ie strip goes on ore
he
IV All other stT and detail resain
the as I. wind.. fleshing
I ar-1
B. Flace 60 naln. p�,,,dw non tloky Be �i on aft.
edge of lower W reallistia 6 n. ep par LIBC 10. Pe.I&Sti.k flange anJ MW ja 1,,st.11 SIW72 over fla;= the
side. and tpf,, a paper tight w1nd.. . nd—
(for SF Gondo-Iff overlap) 11, Install metal top INSTAL EXTERIOR ODORS WITH TWO
12, St=rner wftl , of the ADS L
T, . U. vorp - per of. BE OF TOPP 900 GALLK
WR=W/DWR FIASMG MffAUATION DETAM — NO
!D
Section A
� PER
V .
Rom
ME .
OIL " IV or —
BrAM
2X4 WALL
2X6 WALL
4x (SAWN)
(2) 2x4
(2) 24
6x (SAWN)
(3) 2x4
(3) 2X5
8 (OLB)
(2) 2X4
(2) 216
5 1/8 CGLB)
(3) 2X4
(3) 2XS
3 1/2 (MANR
(2) 2x4
(2) 2X8
5 1/2 (MANF)
2x4
(3) 2X8
L GIRDER TRUSS
(3) 2X4
(3) 2x5
115AIIER
214 WALL
2XS WALL
4x (SAWN,
2X4
2xB
ON (SAWN)
----
2xB
3 1,111 1GLID
12) 2X4
2XII
5 1/8 (GLB)
(2) 2XS
3 1/2 (MANF)
(2) 2X4
24
5 1/2 (MANF)
(2) 24
&�OSTSTUD 0 POINT LOADS
.2 STUD 11 POINT LOADS
3 P-4L
Elevation Vi—
header
(Tq uT1
Do
5060 hs 00
6080 sod---L— - -� I
-LiAIIJINDS BUILWG DIVISION
i"W"indow RO. Ist or
DATE
ROUGH OPENING FRAMING DIMENSIONS
LA VENTA 13E PUERTAS
LAS MEDIDAS DE LAS ABERTURAS CONSTRUIDAS
TYPE
WIDTH
ROUGH
TIPO Us PUERTA
Do ANCHURA
La
Abarture
EXTERIOR DOORS
OPENING
LAS PUERTAS EXTERIORES
sin
Is Forma
METAL -_SINGLE HANDICAP
DOOR WIDTH PLUS 2'
81 5/8'
PUERTA DE METAL PARA LAS SILLAS CON RUEDAS
ANCHURA DE LA PUERTA MAS 2'
81 5/8,
METAL SINGLE
DOORS WIDTH PLUS 7
82 1/2'
UNA PUERTA DE METAL
ANCHURA DE
LA PUERTA MAS 2'
82 1/2'
METAL DOUBLE W/ASTG
DOOR WIDTH PLUS 2 1/7
82 1/2'
PUERTAS DOBLES DE METAL CON ASTO
ANCHUAA OE-LAS
PtIERTAS MAS 21/2'
82 1/7
METAL SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
81 1/4'
PUERTA DE METAL DUE ASHE POR AFUERA
ANCHURA OE
LAS PUERTA MAS 2N
81 1/4'
METAL W/SIDELITE 14"
3/0 DOOR W/I S/L 5?
PUERTA DE METAL CON VENTANA
PUERTA 3/0
CON UNA VENTANA 53'
3/0 DOOR W/2 S/L 158'
82 1/2'
PUERTA 3/0
CON DOS VENTANAS 68'
82 1/7
WOOD DOOR SINGLE W/B
DOOR WIDTH PLUS 2'
83'
UNA PUERTA DE MADERA
ANCHURA DE
LA PUERTA MAS 2'
83*
WOOD DOUBLE W/ASTG W/B
DOORS WIDTH PLUS 2 1/2'
83'
PUERTAS DOBLES DE MADERA CON ASTG
ANCHURA DE
LAS PUERTAS MAS 2 1/2'
83'
WOOD SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
83'
PUERTA DE MADERAGUE ABRE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2N
83'
WOOD W/SIOELITE W/B
3/0 DOOR W/I 14' S/L 53'
PUERTA DE MADERA CON VENTANA
PUERTA 3/0
CON UNA VENTANA 53'
3/0 DOOR W/2 1/4 S/L 68'
83 1/4'
PUERTA 3/0
CON DOS VENTANAS 68"
83 1/4'
INT. PRE -HUNG DOORS
LAS PUERTAS PRECOLGADAS INTERIORES
SINGLE PREHUNG
DOOR WIDTH PLUS 2'
82 1/2'
PUERTA PRECOLGADA CLASICA
ANCHURA DE
LA PUERTA MAS 2'
82 1/2'
INT. OBL W/ASTG
DOOR WIDTH PLUS 2 1/2'
82 1/2'
PUERTAS DOBLES CON ASTC Y CERROJOS
ANCHURA DE
LAS PUERTAS MAS 2 1/2'
82 1/2'
INT. OBL W/RCLLER 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 2N
83'
PUERTA SOLIDA (ENTRE LA CASA Y EL GARAJE)
ANCHURA DE
LA PUERTA MAS 2'
83'
POCKET DOORS FRAME TYPE
i
LAS PUERTAS ESCONDIDAS
ACME (LADDER TYPE) SINGLE
DBL DOOR WIDTH PLUS 2'
84 3/8*
UNA PUERTA ACME
ANCHURA bE
LA PUERTA COBLE 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/SN
JOHNSON (VERT. STUD) SINGLE
DBL DOOR WIDTH PLUS V
84 3/8'
UNA PUERTA JOHNSON
ANCHUAA DE
LA PUERTA COBLE MAS 1-
84 3/8'
JOHNSON (VERT. STUD) DOUBLE
DBL DOOR WIDTH PLUS ON
84 3/8'
JOHNSON PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 01
84 3/8'
BIPASS
LAS PUERTAS DUE SE PASAN
BIPASS WIDRYWALL JAMBS
DOOR CALL -OUT SIZE -IN
83 1/8,
CON JAMBAS DE YESO
TAMANO DE
LA,PUERTA -1"
83 1/8'
BIPASS WYWOOO JAMBS
DOOR CALL -OUT SIZE PLUS P
84'
CON JAMBAS DE MADERA
TAMAND DE
LA PUERTA MAS P
84,
BIFOLDS
LAS PUERTAS Do DOS HOJAS
BIFOLD WITH WOOD JAMBS
DOOR CALL -OUT SIZE PLUS 2'
82 .1/2'
DE HOJAS CON JAMBAS DE MADERA
TAMANO DE
LA PUERTA MAS 2'
82 1/7
BIFOLD WITH '1/2* JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4'
81 1/27 ON VINYL
DE HOJAS CON JAMBAS DE YESO
TAMANO DE
LA PUERTA MAS 1 1/4' 81 1/2' en vinilo
BIFOLD W/DRYWALL JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4'
82' ON CARPET
DE HOJAS CON 1/2' JAMSAS
TAMANO DE
LA PUERTA MAS 1 1/4' 82"
on alembro
E
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LO
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0
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REVISIONS
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�R-E-V'.'�\—NED By
REVisioK,
'AAR 13 2M
BUILDING DEPARTMENT
CITY OF EDMONDS
Length of Dryer vent posted
per IRCM 1504.5
conc patio
14' 3; 1 P 91, 61 1
3. 0'�-�j 7- 011 7' 121-
Z—_:M53 00 -- hs sci-- —
7' hdr
24' sill 68
66'x36'
ress
ventedegframe
dern
19/A5 b
Both C70
CD
Vau,lfed 24 I -
WIC Do
—X 24 (N 00
Xter
------------
me uite 2:0
-------------
11"
U4�
6' 1- 1/2" 1/2'�
1 D 24
(0
egreEs
vented frary Is
At
4- 9" acce sutili Y
I rsul� eal
b
CD 22x?0
03 28
LntR
Lr)
0 B2
En
126 (C)
Foyer aD
1 —1 1 -0,
26
93
0-1/2�- -51-2�1 3' 9"--t— 6"
11 0- 1/2"
4
a urn 50 b
Bath
26
N 26
B4
12 T 7' hd
24" sill
egress
83
21120 200 0 ed frame
3050 sh
11' 8-1/2"
SF5?
L Z�
5040 hs -2
eIlIe 5' 0'-!s--�5 1 0.,
4/A5
Second Floor
Whole Hs Fart Label shall be
fixed to control that readsi
House Ventilation
FWhole
s e Operating instructions
,
20 12 IRCM 1507,321
Caftn Monoxide Dectector per 315
Smoke Deotector per 814
)Z( Surface mount light
El Recessed can light
Xw 50 cfm exhaust fan to ext.
X— >= afm spot/whole he exhaust
vtos Vent To Outslde
X Fan/Llght Combo
Single pole switch
8 way switch
4) Duplex outlet
220 volt outlet
Ground Fault Interupt
Frost Proof Hose Slbb
ILit. MiLs_ indicated
to be SW -
STRUCTURAL LEGEND
Headers 4x8 OF2 JR0. 2nd floor
GLB, 24F V4 U.N.O.
— - — - — -- ObI F.J.
Beam
SW-1
Sheerwall.
-1 Hold Downs
NOTE, All metal In contact with treated wood
Shall be approved for such contact
AddItIonal Spew on Sheets AM & Stnctral Notes attached
NOTS 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 REVIEW
THIS DRAWING HAS BEEN REVIEWED FOR
STRUCTURAL REQUIREMENTS ONLY PER
T� E ATTACHED RELEVANT DOCUMENT
j DATE!�Wj
013#-kU-�
REVIEWED BY
UPSTATE
280-4715. —1—@.P.to
,DID IF STAMP INK NOT RED,
E
REVISIONS
0
LL
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RESUB
JUL 2 5 2018
8U&MXA&(&AM16Er
,WALL PER "
M S()Lff) an
ARY N0B-S PER PLAN
SWAVD10 PER RAN
NO FER FL0kN
(OR RiXNF TRW) W/
STU0,
TRUSSES OR RAFTERS FARAI I PI- TO WALL
SIF�� PER " SHEARW� PER "
TIGM M SOLM SUVO TIGTI FIT 93L11) BLKV
HaMMY KAJLS FER PLAN BDUNDARY RALS FER
ROW SHEATHING PER ROOF SHEATHING PER
-'T
TRUSS PER FLAN
�Vkm
7wZ
ROOF FRAM PR S31.10 am W/
Idd EA STUD
FV W
(2)- led EA EBW
LAR TO WALL TRUSSES PER, NOTBUt Al To WALL
00 F JSH�rAR' TfRANSF�ER-TYP
0
Wall per plan 2x Blocking w/
-- Edge Nailing
Rim Joist --� I N' FJ per plan
A35 per SW Schedule I
Wall Framing per plan-:�
Shear Transfer 9 Cant, Joists
1/2' - P 0"
resist 200 lb load any direction
Recess
Into floor
w/solld blocking
(3) 16d ea
Underlayrnen Z�
tj /�afft�'
2x Joist
RAIL WALL END STUM
Sectlon View 112" - 1' 0"
Shearwall per
�Q StUdl c.tl—s fr '
b tt,,. . ,, 9 LSTA21 10d C-ta, & Edge
...' aid 'Papple'n'i'ns
(tUp 21 L�-f opening typ
,A
11
Hdr per
lan
q,.n.1 ad,,. ml[115
Full Haight
WINDOW OPENING
F
� flat blmld�g
nween studs
; .qdr.d (tUp 4)
oldo" per PIM
--n Far
'4
4 PERFORATED SHEAR WALL [DETAIL
CATHEDRAL CEILING FALSE BEAM I
1/2" - 1- 0"
2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 3, 8, 10
12
0.0
Eng'd �ru
R-49 RG. Insulation
Dbl 2x top plate
4x8 #2 DF header
or as noted
( � I
D
0.
20+ r F;n16 roofing
15# roof felt
7/16 OSB sheathing
Insulation baffles
d Blocking Framed roof
lx8 Fascia
26g Alum. Gutter
8d Galv. 9 6" o.c,
diaph, to top plate)
I
2x F.J. per plan r—
Insul Hdr R-10
L
a)
Rafters Q 24" o.c,
Insulation baffles
��Z-lid Blocking
8" Horz. Hardboard Lap Siding on 7# felt
7/16 OSB corner sheath nail 8d Q 6" edge/12" field (typ)
or per engineer calcs for shear
2x6 studs 16" o.c. #2 HF or better
R-21 F. . nsu a on a ac stu or use mi v
1/2" GWB
2x6 base plate, w/16d 8" o.c. & 16d 9 6" o.c, slant nail
2xl0 Rim Joist with 3 16d each Joist
2x6 pressure treated sill plate
Simpson A35 9 32" o.c,
Mudsill Anchor per schedule
2x F,J, per plan R-30 1`51 #4 18" o.c. horz, & vert. min
6" & 8" pe frid wall ---+-F;97-
6xl2 & 8xl6 footer � PLW�9 - Over 2' Hi - #4 10" o.c. horz,, 16" o.c. vert.
4" perimeter, drain in sto- �-' Slope grade 9 1/4" per foot away from foundation
ne, connect to approved discharge to daylight
4' dia, tightline roof drain separate from perimeter footing drain to daylight
18' min Crawl space, 12' min under beams
5 mil black vapor barrier with 12' lap seems
ST�RUCTUIZAL �Eyll�� TYPICAL 2 STORY SECTION
THIS DRAWING HAS BEEN REVICWED FOR
STRUCTURAL REQUIREMENTS ONLY PER 1/41, 11 0"
THE ATTACHED RELEVANT DOC T�s,
E U �'T
joB# oLi DAT M1, Eng'd Truss / Site Frame
REVIEWED BY C
UPSTATE EIG EEHI�
VoiD Ip STArop INK NOTRED.
If open rail is used then space balusters
so a 4' sphere will not pass through
ILSIJ 2 10 Hngr' or A35
each stringer (typ)
8' 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 R3117,82
Rail 34"-38" above stair nosing
2x treads and Ix risers�!��
or
from nose of tread
2x4 16" o.c, studding
anchored to stringers and floor
GWB both sides continuous
36" wide min. landing
LSU 2 10 Hngr or A35
I? x tringers
10"2trSad (min 10")
Max. 7 3/4" rise
w/ 3/4" to 1 1/4" nosing
6" sphere does 'not� ' Fireprotect enclosed under stair walls
G ard/Handrail to sustain pass through and soffits with 1/2 GWB
u Firestop Adjacent walls per R302,11
200 lb load 4" sphere does n8t
Balusters to sustain 50 lb load pass through
TYPICAL STAIR DETAIL
Per R311,5
1/4.1 - 1. 011
Hdr
0
in
CD
TYP WALL /
WINDOW SECTION
2nd Floor
1/4" - P 0"
NOTE.
Splice and nail top plates as shown at all
E.,.,l., wells. shear Wells er�d at eh
floor level and at roof,
TOP PLATE SPICE ELEV,
1/4, - 11 011
<
A
REVISIONS
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RESuB
JUL 2 5 2018
SU&.01143 C
OF MAMEW
�Rw� Pat �
now Frr SOLD BUM
MR
ROOF SHE�THW PER
ROOP � MR
2X LEDOER (OR ROW TRUSS) W/
Q1_ led a STUD
TRUSSES OR RAFTERS PARALLEL TO WALL
�W&L MR �M SFEARW&L MR �
TIOW FN SDUO BM TIGW FIT soup OXG
RULS PER A �A"
ROOF �THING MR ROOF �TiDG MR FLAN
MUSS NOW) PER
ROOF PROM PER PLAN SOLID EU13 W/
f. o- ft EA STUD
V UEODSR W
Q% 15d EA STUD
OOF SHEZRI TRANS�FER-TYP
1,0
=1/2
Wall per plan---, I I �x �!?aing w/
Rim Joist IN F FJ per plan
A35 per SW Schedule -
Wall Framing per plan_�
Shear Transfer 9 Cant. Joists
1/2" = 1' 0"
resist 200 lb load any direction
Recess
Into f oor
w/solld blocking
(3) 16d as side
Underlayment
V ___1 /�H
2x Joist
RAIL WALL END STUDS
SectionView 1/2" - P 0"
Shearwall par plan
11,&6lud from
b. . to top plates
each side of opening ,� LSTA21 wl 10d Centw & Edge
(typ 2) of opening (typ 4)
2x flat blocking
betwean studs
.. required (t6Rp 4)
Holdown pep plan
Holdown par plan PERFORATED SHEAR WALL DETAIL
(D 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
'2
r
20+ yr F.G. roofing
20+ y
M r 0
15# roofing ':t1t
x8 Rafters Q
7/16 OSB she hing x8 Rafters 9 2
7 ) 0 4" o.c.
24" D.C.
O,c,
Eng'd Truss (typ
d Trus 'typ
1 2 ato
nsul i Insulati
Insulation baffles Insulation baffles
:Fra.ed
R-49 F.G, Insulat on
F 'G I sulatio
-t
.of Oli
lid Blocking Framed roof olid Blocking
li
1x8 Fascia_2xtj _61.J. 1011 1O.L4,
Obl 2x f op plate
a
25g Alum. Gutter
4x8 #2 DF header
.r
8d Galv, Q 5" o.c.
Q.
or as noted
diaph. to top plate)
if within 5' setback
CL
no vented blocking
use Cor A v:nt/SCmartvenf opt
1 hr const _p r IR
8" Horm Hardboard Lap Siding on 7# felt
7/16 OSB corner sheath nail 8d Q 6" edge/12" field (typ)
2x F,J, per plan
or per engineer calcs for shear
u'
2 " E
2x6 studs 16" o,c, #2 HF or better
Insul Hdr R-10
R- I
R-21 F.G, insulation attach stub or use 4 mil vb
,/
1/2" GWB
2'� '
2x6 base plate, w/15d 8" o.c, & 16d 9 6" o.c, slant nail
0-
JORI
x 0
2x10 Rim joist with 3 15d each joist
2x6 pressure treated sill plate
Simpson A35 9 32" o,c.
a
-MUdsi'll Anchor or A.B. per schedule
Slab on grade
8. pc fnd wall,,'
#4 18" o.c, horz. & vert. min
Over 2' Hi
8XI15 footer
- #4 10" o.c, horz., 16" o.c. vert.
4' Old. TighTline root dr 1/4" per foot away from fnd
rimeteF footing drain to daylight
6 mil black vapor barrier 'wijih_J2`lap seams
TYPICAL 2 STORY SECTION
Vlil. - 1. 0.1
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 (fyp)
6' 8' min. clearance
to nose of tread
Firestop adjacent wells per 708.2.1
At all stair locations
1 1/4" - 2" dia. continuous full length -
handrail with 1 1/2" min, space to wall
Return ends to wall or terminate at
post per R311.7.8.2
Rail 34"-38" above stair no
2x treads and lx risers���
or
from nose of tread
2x4 16" o.c. studding
anchored to stringers and floor
GWB both sides continuous
35" wide min. landing
LSU 210 Hngr or A35
2 x trin,g.rs
10"'2trS..d (min 10")
Max, 7 3/4" rise
W/ 3/4" to 1 1/4" nosing
6" sphere does 'not� ' Fireprotect enclosed under stair, wells
Guard/Handrail to sustain pass through � and soffits with 1/2 GWB
200 lb load 4" sphere does n�t Firestop Adjacent walls per R302.11
Balusters to sustain 50 lb load pass through
M
S1Hdr
0
00
—TYPICAL STAIR DETA.'
TYP WALL /
WINDOW SECTION
2nd Floor
1/411- 1.01.
Per R311.5
1/4'. - 11 011
VISED PLAN APPROVED
OF EDNIONDS BUILDING DIVISION
PLANS EXAMINER
I
DATE
(25) Hid nails
NOTE,
Splice and nail top plates as shown at all
Exterior walls, shear walls and at each
floor level and at roof.
TOP PLATE SPICE ELEV,
1/4" — 1- 0'
DA:
E
SO
'00
REVISIONS
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a) —
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11 1 P1
UPSTATE EN
(201)"14111,11
1.11, 11 .,
prr-wilmow,
MAR 13 Z019
BUILDING DEPARTMEN
CITY OF EDMONDS
Upstate Engineering Services
PO Box 952 Lynnwood, Wa 98046
(206) 280-4715 UpstateEngineerggmail.com
General Structural Notes - Unless Noted Otherwise
GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE
(IBC), 2016 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED
BY LOCAL JURISDICTION,
DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS.
INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT
FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION.
FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 1600 PSF BEARING CAPACITY.
BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6" MINIMUM
BELOW OUTSIDE FINISHED GRADE.
COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE
OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE
PLACED IN MAXIMUM 8' LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE
MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED
BY ASTIM 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
ASTM A-185 AND SHALL BE OX6 W1.4 X W1 A, LAP ONE FULL MESH AT SPLICES
TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
BEAMS AND POSTS (4x_ AND GREATER): DF-L#2
JOISTS / STUDS (2x—): HF#2 / STUD
GLUE LAMINATED BEAMS (GLB) 24F-V4 (24F-V8 @ CANTILEVERS)
2x— TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO ?WWPA GRADING RUI FS FOR
WESTERN WMBER?, LATEST EDITION. ROOF TRUSSES SHALL
BE DESIGNED IN ACCORDANCE WITH THE T.P.1, AND THE IBC. ALL CONNECTIONS PER
IBC TABLE 23049,1.
ROOFDIAPHRAGM INSTALL MINIMUM 1/2'CDX PLYWOOD (32/16) OR7/16"OSB SHEATHING.
NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d
AT 6- O,C, AND INTERIOR SUPPORTS WITH 8d AT 12' CIO,; BLOCKING NOT REQUIRED.
FLOOR DIAPHRAGM INSTALL MINIMUM 23/32' T&G STURD-1-FLOOR (24od SHEATHING.
GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH
10d AT 6' O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12' OC, BLOCKING NOT REQUIRED.
MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE,
THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING
AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED,
DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO
BE HANDLED AND INSTALLED PER MANUFACTURER S RECOMMENDATIONS.
WIND DESIGN CRITERIA:
NOMINAL WIND SPEED - 86 MPH RISH CATEGORY 11
ULTIMATE WIND SPEED - 110 MPH IMPORTANCE, 1=1,0
WINDOW EXPOSURE, B Kzt = 1.00
SEISIMIC DESIGN CRITERIA:
EQUIVALENT LATERAL FORCE PROCEDURE
IMPORTANCE, Is = 1.0
SS = `1260
SIte class, D
SI = OA93
SEISMIC DESIGN CAT, D
SIDS = 084
SEIS, FORCE RES. SYS, A,15,
SDI = 0.60
DESIGN BASE SHEAR = 6878 lbs
CS = 0.18
RISK CATEGORY 11
R = 6.6
SHEARWALL & HOLDOWN NOTES (U,N,O,) Upstate Engineering Services
PO Box 952 Lynnwood, Wa 980,15 Datei 9/8/2017
(205) 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) Recures 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=0.1,i8x3',
12d=0,148"x3 1/4", 16d=0,i62"x3 1/2", 115d Sink ers=O, 148"x3 1/4"
(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)= 15d 0 6" o,c. at
abutting panel edges,
(8) Anchor bolts shall be embedded at least 7" into concrete;
there shall be a min of 2 bolts per piece with one bolt
located not more than 12" or less than seven bolt diameters from
each end of the piece, 2x min PT, UNO.
HOLDOWN SCHEDULE SIMPSON U,N.O.
Mark
Vertical
Hold down /
Fasteners to
Foundation
Horiz,
Strap X(D
(2)-Studs Min UNO
Anchorage *(D(,q)
Comments
T-1
STHD 14/14RJ
(38)/(30) - 115d
N/A
T-2
�MSTC40
10 15d sinkerst to ea
N/A
Wrap Bm/Hdr as req'd
connected member
SHEARWALL
SCHEDULE
Sheathing -Applied to
Sheathing
Edge Nails #5
Roof to Top Plate
Sill
Plate
Anchors
w/
Mark
2x HF studs 9 16" o.c.
All
Edges Blocked
Base Plate
Floor to Top Plate
3" x
3" x 1/4"
washers
*(2)
UXO,
Below
(do
not
penetrate past flush)
Nailing
#5
& Sill Plate X(b)
see
note
)((8)
SW-1
7/16"
OSB
8d
9 5"
o,c, (12" oc, fld,)
15d 0
12" o,c,
H 1 9 24" o,c,
5/8"
dia
x 10"
AB's
9 50" o.c,
or A35 9 24" o,c,
SW-2
7/15"
OSB
8d
9 4"
o,c, (12" o,c, fld,)
115d Q
8" o,c,
A35 9 20" o,c,
5/8"
dia
x 10"
AB's
9 48" o.c,
SW-3
7115"
I
OSB (-X7)
8d
Q 3"
o,c, (12" o.c. f1d.)
15d 9
6" o,c.
A35 9 15" o.c,
5/8"
dia
x 10"
AB's
9 48" o.c.
SW-4
7115"
OSB (X7)
8d
9 2"
o,c, staggered
113d 9
4" o.c,
A35 9 12" o.c.
5/8"
dia
x 10"
AB's
9 15" o,c,
(12" o,c, fld,)
RSW
7115"
OSB Both Sides
(*7)
8d
Q 2"
o,c. staggered
See Detail 1
A2
(12" o.c. fld,)
2 Story — 2 Car — 32 x 39 — 1938 sf — GL — Lots 1, 3, 8, 10
STRUCTURAL REVIEW
THISORAWINGHAS EEN REVIEWED FOR
STRUCTURAL REQUIREMPNTS ONLY PER
THEATTACHEDREL A EIT
`v
J0B#SjQj_ DATE
REVIEWED BY
UPSTA rE ENGINEERING
�206� 280-4715 -
VOID IF STAMP INX NOT RED,
REVISIONS
0
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b a)
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14 1-
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a 01--,
WN I
m
RESUB
JUL 2 5 2018
BU&DIN&DEP NT
Try EI)AME
DS
SPECIFICATIONS
VENTILATION AND INDOOR AIR QUALITY CONTROL-2015 CODE
Sizei per IRC 2015
Where ceilings are applied direct to the underside of
rafters, cross ventilation shall be provided by maintaining a
an unobstructed 1" air space on the underside of the roof
sheathing for eave to peak Inlet/outlet air flow.
Vent Blockst 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 eave
vents, or If warm side vapor barrier is present.
Screent 1/41 corrosion resistant metal mesh required
Gable and Roof Ventsi locate as high as possible, Crawl
space ventsi minimum I 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 Bathrooms: minimum 50 cfm
Whole house ventilation sUstemsi required with automatic
and manual overide controls capable of allowing
continuous and intermittent operation, 24 hour automatic
control must provide minimum of two 2 hour ventilation
cycles each day. AC/H: minimum .35 and maximum 5 air
changes per hour; CFMi minimum 15 cfm in each
bedroom plus 15 cfm for combined living area Sone
rating maximum 1.5 at 0.1 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 dampers; Exhaust ductsj insulated with R-4 within
unconditioned spaces. Supply ducts: insulated with R�1
within conditioned spaces
Interior doorsi not to impede air flow to whole house
exhaust fan.
Air Inletsi outdoor fresh air to be screened and
protected from entry of insects, leaves and debris
Locate away from noise and air pollutioni do not
connect to attic, crawlspace, hazardous or unsanitary
areas, fuel burning appliance areas, minimum 10' from vent
opening of plumbing drainage sgstem, 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 supplyt Integrated with
furnacej with 6" diameter duct from exterior to return
air plenum with manually adjustable flow damper; furnace
fan to be operated by 24 hour clock. Proof of
performance testing and letter of compliance required
for inspection,
Mechanical Penetrationsi to be caulked/foamed and sealedj
with firestops as required; exterior wall electrical
boxes sealed or gasket provided at device plates.
Rim Joisti to be sealed at heated floors or covered with
exterior infiltration wrap such as tyvek and fully insulated.
Recessed Light Fixtures: to be type IC rated with no
penetrations to ceiling cavity and sealed, or gasketed to
prevent air infiltration, or any type rating located within
an air fight enclosure, or type IC labeled to be maximum
2 cf m 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 spacel use well stapled
(maximum 8" o,c, with less than 1/ 16" gaps) faced
insulation, 4 mil poly vapor barrier with sealed or 68
lapped joints, or low perm rated (1 or less) interior
paint (show proof).
Crawl Space Vapor Barriert cover exposed ground with 6
mil black poly or equivalent with 12" overlaps extended
to foundation walls.
INSULATIOM (heat calculations and wall and ceiling R
values by others) fill open and isolated exterior
cavities with uncompressed insulation (not to be
compressed by mechanicals), used properly stapled
faced batts or separate vapor barrier as described
above; use rigid insulation board behind recessed wall
f ixturesi under floor insulation support by twine, lathe
or other means not relying on batt compressionj attic
access doori insulate, weatherstrip and baffle. concrete
grade slabi insulate 24" perimeter with R-10 rigid foam
board with interior and exterior thermal break; alternate
basement wall Insulation: interior furring for insulation
batts or protected R-10 rigid foam board or permissable,
supply duct insulation: R-8 in open area; R-5 in slab;
installed according to WSEC table 4- 16; pipingi hot
water, steam heat and recirculating hot water pipes to be
insulated with R-3 according to WSEC table 4-1
R312.6 Freeze Protection
No water, soil, or waste pipe shall be installed or permitted
outside of a building or in an exterior wall unless, where
necessary, adequate provision is made to protect such pipe
from freezing. All hot and cold water pipes installed outside
the conditioned space shall be insulated to a min R-i,
R802.3 Framing Details,
At all valleys and hips there shall be a valley or hip rafter
not less than 2 Inch (51mm) nominal thickness and not less in
depth than the cut end of the rafter,
R312,2,1 Window Sills.
In dwelling units, where the opening of an operable window
is located more than 72 inches (1829mm) above the finished
grade or surface below, the lowest part of the clear opening
of the window shall be a min of 24 inches (810mm) above the
finished floor of the room in which the window is located.
Operable sections of windows shall not permit openings that
allow passgae of a 4 inch diameter (102mm) sphere where such
openings are located within 24 inches (510mm) of the finished
f loor.
Exceptionsi
1. Window whose openings will not allow a 4 inch diameter
(102mm) sphere to pass through the opening when the
opening Is in its largest opened position.
2. Openings that are provided with window fall prevention
devices that comply with ASTM F 2090.
WSEC R401.3 Certificate
A permanent certificate shall be completed and posted on or
within 3 feet of the electrical panel by the builder or
registered design professional. The certificate sahll list the
R values of the insulation installed in or on ceilling/roof,
walls, foundation, and ducts outside of conditioned 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 INSPECTIOM all holdowns, framing
anchors, and shear wall nailing to be exposed until after
inspection. R314
EGRESS WINDOWSt Per R310.1 maximum 44" fromfloorto
finished sillj net opening minimum5 sf Q grade,5,7square
feet abvj minimum sash width 20" and minimum sash height
24".
TL8 & SHOWER firestop showers minimum
30" D, with surfaces of 1024 S.I. smooth non-absorbant
wainscot up 70" with water proof gypsum wallboard
backing with no vapor barrier allowed behind at exterior
wall; 2.5 gpm shower flow restrictorsi Safety Glass
enclosures,
STAIRSt (perR311.5) risers 7 3/4" maximum; treads 10"
minimumj handrail height between 34" and 38" above
nosing with diameter of 1 1/4" to 2" andends returned to
well or newel postj 1/2" GWB on walls and
ceilings under stairs; 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 specified for structural Lumber above,
Shall be designed for the following min. loads:
Coupled w/ A concentrated load of 260 lbs
ENERGY CALCULATION& and Insulation R values by others
FOOTINGSi exterior footings to extend 18" below gradej
interior crawlspace footings to extend 8" below gradej
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 switchi protection
bollard ducting in to garage to be 25 guage galvinized
(w/no openings) secure HW tank w/2 steel straps top&btm
and set on 13-10 insulation board basej extend pressure
relief line from valve to exteriorj HW tank to be labeled
1987 NAECA,
HARDWAREi
All finish hardware shall be Schalge or approved equal,
GARAGE FIRE SEPERATION WALLi Type '.X"
5/8 GWB protection on all structure common to living
space and all bearing walls - sills, walls, columns, beams,
floor joists - from foundation to roof sheathing or over
entire ceiling, Type "X` 5/8" GWB on common ceiling with
living space above,
REQUIREMENT& Contractor shall verify all site conditions,
building dimensions, prior to procceding with the work.
Any variations from conditions and dimensions shown on
the derawings shall be reported to the desinger for
resolution prior to proceeding with the work, Written
dimensions shall have precedence over scaled dimensions,
FIREPLACEi UL Approved with label displayedj installed
according to manufacturers specificationsj glass doors
installed with tight fit.
OPTIONAL GAS FIREPLACE Must be UL approved with label
displayed, Install per manufacturers specifications and
UMC. Provide tight fit glass doors,
SMOKE DETECTORS Provide smoke detectors per 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 as sleeping area
per R315
TYPICAL ROOF SHEATHING,
1/2" CDX Plywood index 32/16, unblocked, w/ face grain
perpendicular to framing below, stagger end joints. Nail as
followsl
Diaphragm Boundary and over
exterior walls and shear walls; 8d Q Wo.c.
All supported edgest 8d 9 15"o,c,
Fieldi 8d Q 12"o.c.
TYPICAL FLOOR SHEATHINGi
3/4" T&G, CDX Plywood, index 40/20, unblocked, laid up w/
face grain perpendicular to framing belowi 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 5"o,c.
Field: 8d Q 10"o,c.
Structural I Grade, conforming to US, Product Standard PS I
and shall be pressure treated
FRAMING/SHEATHING LUMBER
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 Sao R320 IRC 2015,
All new framing members, rafters, joists, and beams shall be fastened
with 'Simpson' metal connectors or approved equal to provide a continuous
load path from roof to foundation to resist high wind forces.
All finish surfaces shall receive I cost prime and 2 coats finish paint,
Provide 6/8' Ext plywood w/Bidg wrap underlayment behind Ext SIdIng thruout,
Structural TImber shall be DF/L Species meeting following min grades/stresses
as established by the Western Wood Products Association:
Beam #1
Joists & Rafters #2
Studs & Plates Construction STRUCTURAL REVIEW
THIS DRAWING HAS BEEN REVIEWED FOR
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELEVANT DOCUMENTS.
JOB#-O �6 DATE.�%
REVIEWED BY I re.�&
UPSTATE ENGINE�ERINQ -V-
_-P ---P .. IN-
2,1,1 - 3 2, F c d
E
rs -T -8
REVISIONS
r�l
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LU 0
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W 70
W C
0 <
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0 -0
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W U)
N -C 0
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--7R E 8 JJ 9
JOL 2 � 2%
818"IMS-05-
Window, Skylight and Door Schedule
Project Inlo In Contact Information
Mist. Fb7
. Builders, LLC Mike Mletzner
244th at Edmonds Mlken)@mletznergroupDom
82 plan 425 212-2491
WidthHeight
Ref, U_factor QtFeelnFeeInch Area UA
Exempt Swinging Door (24 sq. ft. max.) 020 1 2 86 8 '17B 628
Exempt Glazed Fenestration (16 sq. ft, max.) 0.0 020
Vertical Fenestration (Windows and doors)
Component
WldthHeIght
Description
Ref. U-faotor
QtFeelnFeelnch Area UA
5040 he
030
1 6
4
20.0 6.00
4040 he
030
2 4
4
32.0 9BO
4046 he
030
1 4
4 6
182 5AO
6WO he
030
2 6
6
60JO 18J00
2020
000
6 2
2
20.0 6.00
3050 sh
030
3 a
5
46,013,50
2040 sh
020
1 2
3
6.0 IBO
2640 sh
030
2 2
84
202 6.00
3westore
0,30
1 a
8
24.0 720
6080 store
020
1 6
8
48.014AO
Iwo
030
1 16
6
6.0 1.80
Simple Heating System Size: Washington State
This heatlng system sizing calculator Is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC)
Contact Information
Mike Mletzner
mikem�@mletznergroup.com
426 212-2491
Instructions Design Temperature Difference (?T) 46
?T = Indoor (70 degrees) - Outdoor Design Temp
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ft) 1,938
Average Ceiling Height Conditioned Volume
Instructions Average Ceiling Height (ft) 85 '16,473
U-Factor X Area = UA
Instructions 020 all 9320
U-Factor X Area = UA
Instructions 050
Attic
U-I'actor X Area = UA
Instructions
OMB 1,197 31.12
Single Rafter or Joist Vaulted Ceilings
U-Factor X Area
UA
Instructions
No selection
Sum of Vert. Fenestration Area 299,0 UA: 89.70
Vertical Fenestration U� 020
Above Grade Walls (see Figure 1)
U-Factor X Area
UA
Instructions
0256 1,018 57.01
Overhead Glazing (Skylights)
Component
WIdthHeIght
Floors
U-Factor X Area UA
Description Ref, U-faclor
QtFeeInFeelnch Area UA
Instructions
0.029 1197 34.71
0.0 0.00
Below Grade Walls (see Figure 1)
U-Factor X Area
UA
Instructions
0.042 -
-
Slab Below Grade (see Figure 1)
F-Factor X Length
UA
Instructions
000
Sum of Overhead Fenestration Area: 0.0 UA: 0.00
Slab on Grade (see Figure 1)
F-Factor X Length
UA
Overhead Glaz Area Weighted U 0.00
Instructions
0540
Total Sum of Fenestration Area and UA (for heating system sizing calculation: 316.8 UA: 95.03
Instructions
Duct Leakage Coefficient
120
Sum of UA 21751
Envelope Heat Load 8,1843 Btu Flour
Sum of UA X ?T
Air Leakage Heat Load 8,184 Btu Hour
volume X 0,6 X ?T X.018
Building Design Heat Load 18,194 Btu Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load 18,194 Btu I Flour
Ducts In unconditioned space: Sum of Building Peat Loss X ilo
Ducts In conditioned space: Sum of Building Heat Loss X I
Maximum Heat Equipment Output 25,471 Btu / Hour
Building and Duct Heat Loss X iAO 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 :C'ode Compliance -All Climate Zones in Wa
Project lnformation Contact Information
Mletzner Home Builders, LLC Mike Mletzner
244th at Edmonds Mlken)@mletznergroupmm
32' plan 126 212-2491
This project will use the requirements of the Prescriptive Path below and Incorporate the
the minimum values listed, In addition; basecl on the size of the structure, the appropriate
number of additional credits are che6k6cl as chosen by the permit applicant.
Authorized Representative --Date
All Climate Zones
R-Valuea U-Factora
Fenestration U_Factorb n/a 020
Skylight U-Fector n/a 050
Glazed FenestatlonSHGC n/a n/a
Cellingk 49J 0M
Wood Frame Wallgmn 21 Int OW6
Mass Wall R-Valuel 21/21h 0.056
Floor 30g OM
Below Grade Wallcm 10/16/21 Int,+ 0,042
Slabd R_Value & Depth 10, 2 ft We
'Table R402.1.1 and Table R402M Footnotes Included on Page 2.
E
F
CID
-81
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 squam feet In conditioned floor area with less than
2, Medlurn Dwelling Unit: 35 credits
All dwelling units that are not Included In #1 or #3, Exception: Dwelling units ser
S. Large Dwelling Unit: 4h credits
Dwelling units exceeding 6M square feet of conditioned floor area.
4. Additions less than 6M square feet: 5 credits
REVISIONS
Table R4062 Summary
Option Description Credlt(s)
la Efficient Building Envelope Is 05
lb Efficient Building Envelope lb 1.0
lo Efficient Building Envelope lc 2.0
ld Efficient Building Envelope ld 05
2a Air Leakage Control and Efficient Van 05
2b Air Leakage Control and Efficient Van 10
0
2c Air Leakage Control and Efficient Van 15
3a High Efficiency HVAC 3a 1.0 110
-
3b High Efficiency FIVAC 3b 1.0
3c High Efficiency FIVAC 3c 15
3d High Efficiency FIVAC 3d 1.0
4 High Efficiency FIVAC Distribution Sys 1.0 1.0
5a Efficient Water Heating 6a 05 Ob
CD
5b Efficient Water Heating 5b 10 110
(14
6c Efficient Water HeatIng 5c '1 15
M
6d Efficient Water Heating 5d 05
6 Renewable Electric Energy 05 *1200 kwh 0.0
('4
Total Credits 350
*Please refer to Table R4082 for complete option descriptions
C I D
1-1
CY)
Table R4021.1 Footnotes
0
For Sl: 'I foot � 304.8 mm, cl � continuous Insulation, Int x In
W
WSEC 2015 Energy Code Compliance Sect R401
CD
Glazing Is less than 25% of conditioned floor area
Zone 6 climate zone
-
00
Prescriptive Option 1: Windows U30, Walls R21; Coiling R49, Floor R-30, Slab 10/16/21+TB per Table R402.11
Provide depth markers for blown attic Insulation
C'5
Windows will be U .30 or better. Overhead glazing: U 50. Door& U20
_J
4_
En
Ducts outside of conditioned space will be sealed and tested to FB-33 per IRC
00
Ducts In condItIoned space will be Insulated to R-80, or as close as possible
(n
80/0 total, 6% to exterior or law
W 0
Ducts tested per R4033
A continuous air barrier shall be Installed on the bIdg envelope, sealling all gaps.
W 0.
o.)
Corners and Headers shall be Insulated
CIL a) M
0
Seal Garage walls to conditioned space, recessed lights, envelope jambs, knee walls, top plates and sills.
0:: 0
L-
X
04
Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w1gasketed doors).
0- CL
A 5-2 day proprammable thermostat will be provided for primary FIVAC system per R403,1.1 - all other adjustable
M (n
= -0
W C
ENERGY CREDITS
M 0
Sa - Gas Furnace - 94% efficiency - Max 26,471 BTU - I energy credit
li- E
0 _0
0
4 - Furnaoe/ducts Inside condItloned space - 'I energy credit
C0 Lul
(14
6a - flow restrictions 1.76/1 gpm - 5 energy credit
6b - Tankless Gas HW will be provided with min EF: 745/o rating for 1 energy credit
=
W U)
>_
Vapor Retarder for Bldg Envelope per R7027 - class I or 11 unless exceptions met
2M
114
I=
0
Lighting: 751/6 of all Interior lighting will be High Efficiency bulbs per R404.1
1-
U)
Ext Lighting will all be High Efficiency per IRC
W
I -
All Flourescent tubes will be R8 (T diameter) par IRC
N
04
Energy Code Compliance Certificate posted per R4012 9 Furnace, In Utility rm, or other approved location
No wall stacks will be contained In any exterior wall cavities
All return air wl1I be ducted (no Joist bays)
Blower door test Is mandItory per 2016 WSEC to <-- 6 ACH @ 2 in pressure (60 Pascals) w/sIgned report
Water Supply piping shall be Insulated to min R-3
Exhaust openings must be 3' away from all openings.
Max equivalent length of Dryer vent Is 36 (excluding vert transitlons)(reductions for 46d and 90d elbows)
Ventilation: 150 cfm @ MI. run time per NM50723 located upstairs Hall Bath
RESUB
JUL 2 5 2018
8U&D1NG.QrPA,RTMr'
"yo EDM Nr
Window, Skylight and Door Schedule
Project Information
Contact Information
Mletzrar Home Builders, ULC
Mike Mletzrar
244th at Edmonds
Mlkemi@mletznergroup.com
82' plan
426 212-2491
WIdthHeIght
Ref,Ufactor QtFbeInFeeInch Area UA
Exempt Swinging Door (24 sq. ft, maxJ 030 1 2 86 8 17B 523
Exempt Glazed Fenestration (16 sq. ft, max) 0.0 0.00
Vertical Fenestration (Windows and doors)
Component
WIdthHeIght
Description
Ref. U-fsotor QtFeeInFesInch Area UA
60Q he
030 1 5 4 20.0 620
4040 he
030 2 4 4 32.0 9.60
4046 hs
030 1 4 4 6 18.0 5AO
5WO he
030 2 5 6 60-018-00
2020
030 6 2 2 20.0 620
3WO sh
030 a 3 6 45.0 13B0
2040 sh
030 1 2 3 6J0 IBO
2640 sh
020 2 2 64 20.0 620
3WO store
030 1 3 8 24.0 720
6M store
020 1 6 8 48214AO
Iwo
030 1 16 a 6.0 180
Sum of Vert. Fenestration Area 299.0 UA: 89.70
Vertical Fenestration U: 030
Overhead Glazing (Skylights)
Component Wldthl-lelght
Description Ref. U-factor QtFeeInFeeinch Area UA
0.0 obo
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: 316B UA: 95.09
2 Story
Simple Heating System Size: Washington State
This heating system sizing calculator Is based on the Prescriptive Requirements of the 2015 Washington State Energy Code WSEC)
Contact Information
M ke Mletzner
mikem@mletznergroup,00m
425 212-2491
Instructions
Design Temperature Difference (7T) 40
?T Indoor (70 degrees) - OutdoorNsIgn Temp
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ft) 1MB
Average Ceiling Height
Volume
,��111,1.ncl
Instructions Average Ceiling Haight (ft) 6,4
U-Factor X,, Area - UA
Instructions
020 , 317 95.10
U-Factor/X Area = UA
Instructions
ow
Attic
L�F:actor X Area UA
Instructions
om 1,197 91.12
Single Rafter or Joist Vaulted Ceilings
U-17actor X Area UA
Instructions
No selection
Above Grade Walls (see Figure 1)
U-Faotor X Area UA
Instructions
0.056 102 56.67
Floors
U_-Factor X Area UA
Inst-uctlons
0029 432 1253
Below Grade Walls (see Rgure 1)
U-Faator X Area UA
Instructions
0,042
Slab Below Grade (see Rgure 1),'
F-Factor X Length UA
Instructions
0570
Slab on Grade (see Figure 1)
F-Factor X Longth UA
Instructions
0540 145 7830
Instructions
Duct Leakage Coefficient
100
Sum of UA 273.72
Envelope Heat Load 12T-al Btu / Hour
Sum of UA X 7F
Air Leakage Heat Load 8,184 Btu / Hour
Volume X 0.6 X ?T X.018
Building Design Heat Load 20,776 Btu I Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load 20,775 Btu / Hour
Ducts In unconditloned space: Sum of Building Heat Loss X 1,10'
Ducts In conditioned space: Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 29,085 Btu / Hour
Building and Duct Heat Loss X 1A0 for Forced Air FumaW/
Building and Duct Heat Lose X 125 for Heat Pump
--------------------- -
- 2 Car - 32 x 39 - 1938 sf -'GL - Lots 1, 3, 8, 10
Prescripfive Energy Code Compliance -All Climafe Zones in Wa
Project Information Contact Information
Mletzrar HorTe Builders, LLC Mike Mlet2ner
244th at Edmonds MIkerr@mIetznergroup.com
32' plan 425 212-2491
This project will use the requirements of the Prescriptive Path below and Incorporate the
the mInImum values listed. In addition, based on the size of the structure, the appropriate
number of additional credits are checked as chosen by the permit applicant
Authorized Representative ----------Date
All Climate Zones
R-Valuea UFactora
Fenestration U-Factorb n/a 030
Skylight U-Factor n/a 0)50
Glazed Fenestration SHGC n/e n/a
Ceillngk 49J 0926
Wood Frame Wallg,mn 21 Int 0.966
Mass Wall R-Valuel 21/21h 0266
Floor 80g 0.W9
Below Grade Wallcm 10/15/21 Int + 0.042
Slabd R-Value & Depth 10, 2 ft n/a
*Table R402.11 and Table R402.13 Footnotes Included on Page 2.
Each dwelling unit In a residential building shall comply with sufficient options from Tab]
1. Small Dwelling Unit: '15 credits
Dwelling units less than 15M square feet In conditioned floor area with less than
2. Medium Dwelling Unit: 3.5 credits
All dwelling units that are not Included In #1 or #3. Exception: Dwelling units ser
S. Large Dwelling Unit: 45 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
4. Additions less than 500 square feet: 5 credits
Table R4062 Summary
Option Description Credlt(s)
le Efficient Building Envelope la 05
lb Efficient Building Envelope lb 1.0
lo Efficient Building Envelope Ic 2.0
rld Efficient Building Envelope Ild 05
2a Air Leakage Control and Efficient Van 05
2b Air Leakage Control and Efficient Van 1.0
2o Air Leakage Control and Efficient Van 15
Sa High Efficiency HVAC 3a 1.0 1.0
ab High Efficiency HVAC So i.0
So High Efficiency HVAC So V5
Scl High Efficiency HVAC Scl 1.0
4 High Efficiency HVAC Dlstrlbution.Sys 1.0 12
6a Efficient Water Heating Sa 05 05
5b Efficient Water Heating 5b 1.0 1.0
6o Efficient Water Heating 6c 15
5d Efficient Water Heating 6d 05
6 Renewable Electric Energy 05 *1200 kwh 00
Total Credits 8,50
*Please refer to Table R4062 for complete option descriptions
Table R4021.1 Footnotes
For SI: I foot x 304.8 mm, cl � continuous Insulation, Int � In
WSEC 2015 Energy Code Compliance Sect R401
Glazing Is less then 26% of conditioned floor area
Zone 5 climate zone
Prescriptive Option 1: Windows UOO, Walls R-21; Ceiling R-49, Roor P,30, Slab 10/15/2i+TB per Table R402.1.1
Provide depth markers for blown atic 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 RS-33 per IRC
Ducts In conditioned space will be Insulated to R-30, or as close as possible
8% total, 8% to exterior or less
Ducts tested per P4032
A continuous air barrier shall be Installed on the bIdg envelope, sealling all gaps.
Corners and Headers shall be Insulated
Seal Garage walls to conditioned spaoe, recessed lights, envelope jambs, knee walls, top plates and sills.
Insulate around all plumbing, wiring ard devices, shower stalls, register boots, fire places (w/gasketed doors),
A 5-2 day proprammable thermostat will be provided for primary WAC system per R403.1.1 - all other adjustable
ENERGY CREDITS
3a - Gas Furnace - 94% efficiency -,Max 29,OB5 BTU`- 1 energy credit
4 - Furnace/ducts Inside condition6d sp�qs�_i-a�ffgy credit
6a - flow restrictions 1.75/1 gpm - B energy credit RV, VISED PLAN APPR
6b - Tankless Gas HN will be provided with min EF: 74% rating for 1 energy CM OF EDMONDS BUILDING
Vapor Retarder for Bldg Envelope per R7027 - class I or 11 unless exceptions ME t
Lighting: 751/o of all Interior lighting will be High Efficiency bulbs per R404A PLANS EXAMINER li��
Ext Lighting will all be High Efficiency per IRC DATE
All Flourescant tubes will be R-8 (T diameter) per IRC
Energy Code Compliance Certificate posted per R4013 @ Furnace, In Utility rm, or otw approved tocatlon
No wall stacks will be contained In any exterior wall cavities
All return air will be clucted (no joist bays)
Blower door test Is manditory per 2015 WSEC to <-- 5 ACH @ 2 In pressure (50 Pascals) w/sIgned report
Water Supply piping shall be Insulated to min R-3
Exhaust openings must be a away from all openings.
Max equivalent length of Dryer vent Is 36 (excluding vert tamltlons)(reductlons for 46d and 9W elbows)
Ventilation: 150 cfm @ 60% run time per W50733 located upstairs Hall Bath
tP E
.CD
C"
C6
C'i
J
Lo
C\J
CO
LE
REVISIONS
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a)
U)
CD
0
LU
U) 711-
5: S SO, -
CS)
L)
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_J
(n OD
W 0
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W 0 M
0- (D
0 � M
W 0 X
CL L. (N
CL
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0 -a
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0
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1-
CN C14
MAR 13 2019
BUILRING DEPARTMENI
CrrYOFEDMONDS