BLD2017-1340111111111 L07 ?
of Eb_4
A�
P
CITY OF EDMONDS
1-2 1 5TH A VENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 12/31/2018 Pennit#: BLD20171340
BUILDING PERMIT � i
Expiration Date: 12/31�� Project Address: 8609 244TH ST SW #7, EDMONDS
d 6
Parcel No: WAITING FOR PARCEL
t'1Vf0P-tk-n` OWNER APPLICANT CONTRACTOR
MIETZNER BROTHERS PROPERTIES, LLC MIETZNER BROTHERS PROPERTIES, MIETZNER BROTHERS PROPERTIES- LLC
C/O KENNETH J & AUDREY G DARWIN LLC CIO KENNETH J& AUDREY GDARWIN
11611 AIRPORT RD SUITE B- I CIO KENNETH J & AUDREY G DARWIN 11611 AIRPORT RD SUITE B- I
EVERETT, WA 98204 11611 AIRPORT RD SUIT E B- I EVERETT- WA 98204
EVERETT, WA 98204
(425) 212-2490 (425) 212-2490 (425) 212-2490
LICENSE #: MIETZBP878CJ EXP:02/11/2019
JOB DESCRIPTION
NEWSFR,PIJ BTNG AND MECHANICAL TNCLLDED.
VALUATION: $237,158
PERMIT TYPE: Residential
PERMIT GROUP- 64 - Single Family Residence New
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION: VB
RETAINING WALL ROCKERY:
OCCUPANT GROUP: R-3/U
OCCUPANT LOAD -
FENCE: 0 X 0 FT.)
CODE 2015
JOTHER ------- OTHER DESC:
IZONE: RM-2 4
INUMBER OF STORIES 2
1 VESTED DATE
INUMBER OF DWELLING UNITS- I JLOT
4:
EXISTING AREA.
:0 1 ST FLOOR: 0 2ND FLOOR: 0
PRO P0 S FI) A REA
M—AS7MTN--T— 0 1 ST FLZ)'OR: 7 5 5 2ND FLOOR� 1190
13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
3 RD FLOOR: 0 GARAGE: 383 DECK: 48 OTHER: 0
IBEDROOMS: 0 BATHROOMS: 0
BEDROOM& 4 BATHROOMS: 3
FRONT SETBACK SIDLSFYBACK RFARSFTBACK
REQUIRED� 15'S PROPOSED� ��7EQUTRED: 101 PROPOSED: WE IREQUIRED: 15'N PROPOSED. 15'N
HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: I O'W PROPOSED:
SETBACK NOTES:
I AGREETO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THEWORK AUTHORIZED THEREBY, NO
PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODEOF THESTATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION
INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOTA PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DS:'UTY AND ALL FEES ARE PAID.
- � M� M; 6 �- -Z - 3; 1 - /T 1113 112-0 le
igr�ture � 40 Print Name
Date
Releas
Date
ATTENTION
IT IS UNLAWFUL 1*0 USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEENGRANTED.UBC109ABC110 IRC110.
FIRE APPLICANT ASSESSOR CITY
IQ
STATUS: ISSUED BLD20171340
CONDITIONS
Final approval on a projector final occupancy approval must be granted by the Build in- Official prior to use or occu pall cy of
C, t5
the build ing or structure. Cbeck thejob 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 sDubmittal and are non-refundable.
Approval of any plat or plan containing provisions which do not comply with city code and forwhich 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 lawdoes not approve any items not to code specification.
Sound/Noise originating frorntemporary construction sites as a result ofconstruction activity are exempt from the noise limits
of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pin on weekdays and 10:00amand 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other tirnes the noise originating from construction sites/activities must comply with the
"Oise limits ofChapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
Applicant, on behalf ofhis 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 firomany and all claims for damages of
whatever nature, arising directly or indirectly from the issuance for this permit. Issuance ofthis pen -nit shall not be deemed to
modit�, waive or reduce any requirements ofany City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
INSPECTIONS I
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRfVEWAYS, MARQUEES, ETC.) VVILL REQUIRE SMARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00 005(A)(6)
J SCHEDULE INS MCTIC
BUILDING —ENdIkEERIING (425) 771-0220 EXT. 1326
1 . Go to: www.edmondswa.gov Building Department Inspections
2. Then: Services are now scheduled online. If you FIRE (425) 775-7720
3. Then: Permits/Development have difficulties, please call the 1
4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235
5: If you don't have one already, create a assistance during office hours.
login (upper right hand corner) (425) 771-0220 RECYCLING (425) 2754801
6: -Schedultypur inspection
When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection
being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon.
B-Setbacks
B-Footings
B-Foundation Wall
B-Foundation Drainage
13-Isolated Footings/Piers
B-First Floor Framing
B-Plumb Rough In
B-Gas Test/Pipe
B-Mechanical Rough in
B-Exterior Wall Sheathing
B-Roof Sheathing
B-Window Flashing
B-Height Verification
• B-Framing
• B-Insulation./Energy
• B-SheetrockNail
B-Building Final
• F-Addressing Visibility
• F-Fire Final
• E-Eros ion Control/Mobilization
• E-Storrn Connect to Stub
• F-IA.'ater Service Line
• E-Driveway Fon-n & Slope Ver.
• E-Digineering Final
• B-Other
Mietzner Brothers Properties, LLC
244 th St Project, Edmonds — 11 Lots
Revised: 3/7/2019
To whom it may concern
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
A3: Section A updated to slab on grade
A5: Type 2 Story Section updated to slab on grade
WSEC: Energy Calcs updated to slab on grade with new max BTUH
Thankyou
Doug Williams
Designer
425 530-1042
dougwilliams444@gmail.com
SCANNED
MAR 11, 2019
REV1,S1(:)&2
IV
MAR 3 2019
ae / -7. / 3W
C7
DEVELOPMENT SERVICES
RESIDENTIAL BUILDING PERMIT
APPLICATION
1215 1h Avenue N, Edmonds, WA 98020
City of Edmonds Phone 425.771.0220 2 Fax 425.771.0221
PLE,4SE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS
PROJECT ADDRESS (Street, ?S4ite #, City State, Zip): Xqq-M
P .5,-5vt—.oip2l63�703100ic)2,o-3,o5
Parcel 9:
Subdivision/Lot
—
Project Valuation: $
APPLICANT-
miil�wee
Phone:
q73��_71,z z_ q,10
Fax:
�75 71z z z
Adjrj�(Streel City State, Zip)- 4p4$ WA
I Al t PC t+ F,4d,�vife 0-1 cy
!29Wq
E-Mail Addresq:/,J,.d
__A d, UW I f0 Wn
MiKo
PROPERTY OWNER: /6 A
fil 157
Phone:
Fax:
Address (Street, City, State, Zip):
E-Mail Address:
LENDING AGENCY: N I 76C
Phone:
Fax:
Address (Street, City, State, Zip):
E-Mail Address:
CONTRACTOR:*
Phone:
7
ax:
Address (Street, City, State, Zip):
E-Mail Address:
*Contractor must have a valid City of Edmonds business license prior to
doing work in the City. Contact the City Clerk's Office at 425.775-2525
WA State License #/Exv. Date:
M I 15P e6 Te6 CT
City Business License #/Exp. Date:
DETAIL THE SCOPE OF WORK: '5 FK,
x
op
PROPOSED NEW SQUARE FOOTAGE
FOR THIS PROJECT:
Basement: sq.
Select Basement Type: Finished Ll Unfinished
I" Floor: sq.
Z sq. ft.
FrFloor: I Me) sq. ft,
-Garage/Carport:
Deck/Cvrd Porch/Patio: Y sq. ft.
Bedrooms 4 Ll 7711-3/4 Bath # 2- Half -Bath 4
Other: sq. ft.
Fire Sprinklers: Yes 0 No 7
Retaining Wall: Yes L] No 71
Grading: Cut - u. yds. Fill cu.yds.
Cut/Fill in Critical Area: Yes U NoTF7
I declare underpenalty ofperjury laws that the information I haveprovided on thisfortWapplication is true, correct and
complete, andthatIam theproperly owner or duly authorized agent oftheproperly owner to submit a permit application to
the City of Edmonds.
Print Name: fn I Owner 1% Agent/Other [:1 (specify):
Signature: Date:
FORM A LABuilding New Folder 201 O\DONE & x-ferred to L-Building-New drive\Form A2014.docx Updated: 1/17/2014
O'F E D
0
0
DEVELOPMENT SERVICES
RESIDENTIAL BUILDING PERMIT
APPLICATION FORM A
St 1 S94�
121 5'h Avenue N, Edmonds, WA 98020
City of Edmonds
Phone 425.771.0220 2 Fax 425.771.0221
Equipment Type
MECHANICAL
Appliance/Equipment Information (new and relocated)
Total #
Furnace
Gas #_LEIec #—Other:— #_ BTUs: <100k— >100k— Location(s)_"'F F1, (I
Air Handler / VAV
(circle selected)
Gas # Elec # Other: # CFM: <10k >10k Location(s)
AC / Compressor I
Boiler / Heat Pump
Gas #—Elec #—Other:— #_ BTUs:—<100k, _100k-500k, _500k-IMil
Roof Top Unit
HP: <313-15,_15-30 Location(s)
(circle selected)
Hydronic Heating
Gas #—Elec #—In-Floor —Wall Radiant— Boiler BTUs: Location
Exhaust Fans (single
Bath # ti Kitchen #__LLaundry # #
duct)
—1—Other:
Fireplace
Gas #_LElec #—Other:— #_ Location(s) C1 1'eA* F,0CWj - F�±Flm&
Dryer Duct
FUEL GAS
Appliance Type
Appliance/Equipment Information (new and relocated)
Total #
AC Unit
BTU[s: Location(s):
Furnace 0MI VA
BTU[s: Location(s): 2-W Over m dv�iT
Water Heater
BTU[s: 146 -0 Location(s): -FAAKLE;53 JAJ
Boiler
BTU[s: Location(s):
Other:
BTU[s: Location(s):
Fireplace/Insert
BTU[s: Location(s):
Stove/Range/Oven
Dryer
Outdoor BBQ
TOTAL OUTLETS
PLUMBING FIXTURE COUNT
xture Type (new and relocated) Total # Fixture Type (new and relecated)
Total ff
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 5Q
No
Hydronic Heat in: Floor 0 wall Ej
491-
Floor Drain/Floor Sink
Other:
Refrigerator water Supply (for waterli�dispenser)
ce
Other:
FORM A L:\Building New Folder 20 1 MONE & x-ferred to L-Building-New drive\Form A2014.docx Updated: 1/17/2014
HEIGHT CALCS
A = 457.15
B = 457.55
C = 457.60
0 = 457.40
AVERAGE GRADE = 45Z43
MAXIMUM = 487.43
PROPOSED PEAK = 485.85
PARENT LOT COVERAGE.
MAX=J9,012 x .45=17,555
ACTUAL — 15,224 / 397.
PARENT LOT IMPERVIOUS SURFACE
EX. 28 895 SF / 39,012 SF = 74. 1%
PROPO�i�: 28,958 SF / J9,012 SF 74.2%
LOT 7 TOTAL IMPERVIOUS
1,603 SF
PROPOSED-1
ENGINEERING DIVISION SEWER
P OVED AS NO STU13
�,X TJ Dft'f'dwjb
U PROPOSED
SEWER LINE
PROPOSED'
U TILI TY _�f
TRENCH
RESUB
OCT 0 5 2018
BUILDING DEPARTMENT
CIITY OF EDMONDS
Zone F—M - z .14 Corner
Setbacks
Front
Sides
—_I 0 LC7
Rear
Other
Height
Lu
Lo
cz)
45'
"
F PA TIO
1
10'
1
110.0
DRAINAGE
ILOT 7
EASEMENT
I
I Z658 SF
1 BSBL
I
'51
i' 4.5 1 GARAGE Ll 1
:9.0,
1U-U -WHLO
UTILITY
PROPOSED
WA TER METER
-4 1
��./5t/-Z
SLOPE
-�PROPO ED
WA TER
C'4 MAIN
PROPOSED
F.H.
BY PLANNING
SW 114, SEC. 31, T 27 X, R.04 E, W.M.
244TH ST
—Flag A_/ 'DESIGNED BY. DATE. I SCALE JOB NO.: —
Actual
JRC 09-11-2017 16-0800
LOT #7 EXHIBIT
SCALE: 1 " = 20' JAPPLICAATIOWNER
t
_j ARMNO? BROMEIM PIWPDMES, UC
0 10 20 11611 AIRPORT ROAD, SUITE B-1
I EVERETT, WA 98204
INSIGHT ENGINEERING CO.
P.O. BOX - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@INSIGHTENGINEERING.NET
UPSTATE
engineering
PO 8CIX 952 LYNN%NUOD. 'AfA
"Q6' 28C-�4715 %
J F. t?.0b) 8�5L—C-?ib
SERVICES@UPST&COM
STRUCTURAL CALCULATIONS
SEP 2 8 2017
DEVELOPMENT SERVICES
COUNTER
Client: MIETZNER BROTHERS PROPERTIES LLC
Project Name: 1945 SF PLAN (REVERSED PLAN OK)
Scope of Work: LATERAL DESIGN OF A (2)-STORY SFR
Upstate Job#: 0807
Date: 9/8/2017
Loction: 244th Street, Edmonds
LOTS 5, 6 AND 7
vL01-4
JOB # 0807
Andrew M. Gahan, PE
9/6/2017
244th St SW - Google Maps
244th St SW
1"' 1 D 0 S
47.777554.-122 354783
Imagery @2017 Google, Map data @2017 Google
244th St SW
Edmonds, WA
United States 1000 ft
9/6/2017 Design Maps Summary Report
Mft=Design Maps Summary Report
i"
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
Lynnw,god
Edmond?
PftuntlakeT
T Bothell
Indianola *Shoreline
3 Suquamk--h
405
. .. P �' Redmond
USGS—Provided Output
Ss = 1.260 g SMS = 1.260 g S,, = 0.840 g
S, = 0.493 g S,, = 0.743 g SD1 = 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.
M'C-_-P Rcs:)o-mc S:,ec!,.j-n Dus u-i Res:,_rise S:;Lct- _rn
Lateral Analysis IBC2015
UPSTATE JOB#: 0807
Description: 1941 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 Desim Criteria [3531
Roof
Walls
Floors
Snow
I Partilion
Live Load (ps�
40
25
Dead Load (ps�
15
10
10
1 10
1603.1.4 Wind Design Criteria [MAI
.X-r I
1 - Nominal/Ultimate Wind Speed VasdNult 85/110 mph F 1609 3(3) [372]
2. Risk Category 1.00 A SCE 7 T 6- 11771
3. Wind Exposure Category "B" 1609.4[373]
4. Internal Pressure Coefficient +/-55 ASCE 7F26.11-1[2581
5. Components and Cladding design pressure +/-16 psf ASCE 7 30.2.2 [316]
1603.1.5 Earthquake Design Data f3541
1. Seismic Importance Factor
2. Short Period Acceleration
2. 1 -Second Accelleration
3. Site Class
4. Spectral response coefficient
4. Spectral response coefficient
5. Seismic Design Category
6. Seis. Force Resisting System
7. Design Base Shear
8. Seismic Response Coefficient
9. Response Modification Factor
10. Analysis Procedure
11. Risk Category
Table of Contents
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
1,
1.00
A SCE 7 T 1. 5-2 [5]
Ss
1.26
LISGS Selsmic DesIgn Map Online
S,
0.493
USGS Seismic DesIgn Map Onfine
D
ASCE 7 T20.3-1[204]
SDS
0.84
EQ 16-39[3871
SDI
0.50
EQ 16-40[3871
D
T 16 13.3.5(l) and (2) [398]
A. 15.
ASCE 7 T 12.2-1[731
6782 lbs
Cs 0.13
R 6.5
Equivalent Lateral Force
11
General Lateral Design Criteria
Determination of Wind Forces
Determination of Seismic Forces
Allowable Stress Design Loads
Shear walls in the Front to Rear Direction
Shear walls in the Side to Side Direction
Shear flow calculations
Appendix
A SCE 7 EQ 12 8-2 [89]
A SCE 7 T 12.2-1[73]
A SCE 7 T 12.6-1[881
A SCE 7 T 11. 6-2 [691
Version 7.0 Pg 0.1
Wind Desi2n (MWFRS - Simplified Envelope Procedure) IBC 2015
Part 2 Wind Load Method ASCE 7 28.1.1 (2) 1297
NominalfUltimate Wind Speed 85/110
Wind Exposure Category B
Height & Exposure Adjustment I = 1.00
Topographic Factor Kzt = 1.00
Wind Pressures ASCE 7 28.63 L3027
p, = I K, PS30
rnph 1609.3 [373], F1609.3(3) [372]
1609.4 [373]
ASCE 7 F 28.6-1 [304]
ASCE 7 F 26.8-1 [252]
Minimum pressures shall not be less than assuming the pressures for
zones A and C equal +16 psf, B & D equal +8 psf, while zones E, F, G, & H all equal zero,
Roof Pitch 6 :12 or 26.565 degrees
Ridge Elevation 27 ft
Eave Height 19 ft
Mean Roof Height, h 23 ft
Zone Pressures, (k)(I)S30) ASCE 7 F 28.6-1 [3041
ASCE 7 EQ 28.6-1 [306]
ASCE 7 28.6 4 [306]
ASCE 7 262 [2431
110
Horizontal Pressures
Vertical Pressures
Ove angs
0
A
B
C
D
E
F
G
H
EOH
GOH
1
23.32
14.1.8
17.34
6.44
-6.82
-14.13
-5.10
-11.57
-16.05
1
-14.40
2
6.76
4.63
5.38
3.69
-0.22
-7.46
1.50
-4.94
-2.38
-2,7d2
Horizontal Zones Areas & Forces. Fx ASCE 7 F 28.6-IB03
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� Z P SX*X'.
x = A
Diaphragm (x = 21
11A. (ft) = 29
a (ft) = 3 Areas
2a (ft) = 6 Forces
Diavhra2m (x = 1),
I.h.d. (ft) = 29
a (ft) = 3 Areas
2a(ft)= 6 Forces
Front to Rear
A
B
C
D
78
0
168+
0
Fx 4731
Fxmin = 2460
Front to Rear
A
B
C
D
114
0
162
� 0
F% 5467
Fxmin= 2760
Side to Side
A
B
C
D
54
94 .—I-3-9—T233
Fx 6503
Fxtnin = .
Side to Side
A
B
D
114
12
285
C
� 0
F. 7770
F,.j, = 4110
Version 7.0 Pg 1.1
Seismic Design IBC 2015
Site Clasification, Criteria Selection, & Minimum Desian Lateral Force
Risk Category
11
ASCE 7 T 6-1 [77j'
Seismic Importance Factor
IE
LOO
ASCE 7 T 1.5-2 [5)'
Seismic Design Category
D
T1613.3.5(1) and (2) [3981
Site Class
D
ASCE 7 T20.3-1 [2041
Short Period Acceleration
Ss
1.26
F1613.3.1(1) [388-9)
1 -Second Acceleration
S,
0.493
USGS Seismic Design Maps Online
Seis. Force Resisting System
A. 15.
ASCE 7 T 12.2-1 [73)
Response Modification Factor
R
6.5
ASCE 7 T 12.2-1 [731
Desi2n Spectral Resvonse Acceleration Parameters
Site Coeffiecient, Fa 1.0 T1613.3.3(1) [387]
Site Coeffiecient, Fv 1.6 T]613.3.3(2) [387]
Substitute equations 16-37 & 16-38 into 16-39 & 16-40 respectively,
2
S DS` — . F a's S SDS = 0. 84 EQ 16-39 [387J
3
2
S D1 =— . F V*s SDI = 0.50 EQ 16-40 [387J
3
Simplified analysis, Seismic base shear ASCE 7 12.14.8 [1087
V = (F SDS/R) W Where: F= 1. 1 for (2)-story ASCE 7 EQ 12.14-11 [1081
Vertical Distribution, Forces at each level ASCE 7 12.14.8 [1087
F,, = (w,,/W) V F, = 0.142 xw., ASCE 7 EQ 12.14-12 [109]
Vff�pctivp selemi- w-i.h+ R, 1p fih�N .+ 11 —.1 —
bragm (x = 2)
E12P F,, = 3765
L
roof area (ft)
1 floor area (112)
story height (ft)
wall length (ft)
W.
77
1323
0
8.1
164
weight (Ibs)
19845 j
0
1 6642
26487
fDiaphragm (x
Fx= 3538
roof area (112)
floor are
ry height (ft)
wall icgti, (ft)
WX
104
1147
9
116
weight (Ibs)
1560
�_I 1470
5220
24892
Version 7.0 Pg 2.1
Allowable Stress Design Loads For Wood IBC 2015
Design shall be in accordance with Sections 2304-2306.
Structures using wood shear walls and diaphragms to resist
wind, seismic and other lateral loads shall be designed and
constructed in accordance with AF&PA SDPWS and provisions
of Sections 2305 - 2306.
Design Per Alternative Basic Load Combinations 1605.3.2 [3591
For worse case effect with wind load, L & S shall be zero.
Equations 16-18, 16-19and 16-20 become,
D + (OW *0.6
Where co equals 1.3, W equals Fx of the respective diaphragm, and
D shall be multiplied by two-thirds.
For worse case effect with seismic load, L & S shall be zero.
Equation 16-22 controls,
0.9 D + E/1.4 substitute ASCE 7 EQ 12.14-5 for E
P Q E — 0.2 S DS D
0.9 D + 1.4 simplify & arrange variables
0.9 -0.14 S D D+ P
S!, 1.4 E
Where QE equals F,, of the respective diaphragm.
2301.2 [473]
2305.1 [488]
1605.1 [357]
1605.3.2 [359]
1605.1 [3571
ASCE 7 12.14.3.1.3 (7), EQ 12.14-5 [104]
Principle of Mechanics
Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist,
Wind Design Loads. 1.3 Fx
For Kzt = 1.00
Front to Rear
Side to Side
Diaohraern
Force (Ibs)
Force Obs)
x = 2
3691
5072
x = 1
4264
6060
Seismic Design Loads, (p/1.4) F,,
p = 1.3
Diaphragm
Force (lbs)
x=2
3496
x = 1
3286
EQ 16-22
ASCE 7 12.3.4 [831
Version 7.0 Pg 3.1
Allowable Stress Design Loads For Wood - cont.
Sum the moments about the base of a sbearwall, overturning sball resist,
2 W
(v.w)-h — — D-- I- P-WI for wind
3 2
W
(v -w) -h 0.9 — 0.14 S DS D-- + P-W�
2 for seismic
Where, V = shear per linear foot of shearwall
W = width of shearwall
h = height of shearwall
D = resisting dead load centered over shearwall
P = resisting dead load at end of shearwall
Free Body Diagram of a ShearWall
n
(V x vo
Version 7.0 Pg 3.2
MOM
Tributary loads
mmemem-mmomm
Wind S
VD(x+l)[lbs]
% mlmmmmmmmmmm�
VD(x)(Ibs] 1845.26 1748.14
VT(x)(lbs] 1845.26 1748.14
L 37.00 37.00
n 50 47
2015 SDPIAIS SEISMIC MAX
TMAX(x) [Ibs]
Mmmmmmmmmm�
mmmmmmmmmm�
mmmmm=mmm�
mmmmmmmmm�
MMENENMMMM�
MMENENMMMM�
mmmmmmmmmm�
Wind Seis
VD(x+])[lbs)
%
VD(x)[Ibs]
VT(x)[lbs]
L
17
2015 SDPWS SFISMIC MAX
TMAX(x)[Ibs]
Wind Seis
VD(x+l)[lbs]
%
VD(x) [Ibs] 1845.26 1748.14
VT(x) [Ibs] 1845.26 1748.14
L 29.83 29.83
n 62 59
2015SDPWS SEISMICMAX
TMAX(x) fibs] 164 82
�f
I
Wind Seils
VD(x+l)[lbs]
%
VD(x)[Ibs]
VT(x)[lbs]
L
n
2015 SDPWS SEISMTC MAX
TMAX(x)[Ibs)
Version 7.0 Pg 4.1
Tributary loads
Wind Seis
VD(x+l)[lbs] 1845.261748.14;;Mmmmmmmmm
%
i VD(x) [Ibs] 1407.17 1084.3)
I
VT(x)[lbs] 3252.43 2832.44
L 35.50 35.50
n 92
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibs] 206
Wind Seis
VD(x+1)[Ibs]
%
VD(x) [Ibs] 2132.07 1642.87
VT(x)[lbs] 2132,07 1642,87
L 16.50 16.50
n 129 100
2015SDPWS SFISMFCMAX
TMAX(x) [Ibs] 394 1
-
��=
I-
Wind Seis'mmmmmmmmmm�
'VD(x+I)[Ibs] 1845,261748.14�mmmmmmmmmm�
%
VD(x)[Ibs] 724.904 558.576
VT(x)[Ibs] 2570.17 2306.72
L 37.00 37.00
n 69 62
1105SWIVS SIISMII.AX
TMAX(x)[Ibs]
Wind Seis
%
VD(x)[Ibs]
VT(x)[lbs]
L
n
2015SDPWS SETSMICMAX
I L TMAX(x) [Ibs]
Version 7.0 Pg 4.2
Wall Line
Level
I (X)
Segment
Tributary loads
Wind
Seismic
#
POSTS
Height
wr
wra
wf
wfa
T(x)
T(x+l)
T(x)
T(x+1)
Seis max
A
1— 2
S-S
Wind Seis
VD(x+1) [Ibs]
% 50% 50%
VD(x) [lbs] 2536.17 1748.14
VT(x) [lbs] 2536.17 1748.14
L 15.84 15.84
n 160 110
2015 SDPWS SETS MIC MAX 149
TMAX(x) [lbs] 762 271
4.67
8.1
2
5
700
199
4.67
8.1
2
5
700
1
199
3.00
8.1
2
5
762
271
149
3.50
8.1
2
5
744
250
128
B
F 2
S-S
Wind Seis
VD(x+l) [Ibs]
%
VD(x) [lbs]
VT(x) [Ibs]
L
n
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibsl
C
r 2
S-S
Wind Seis
VD(x+]) [lbsl
% 50% 50%
VD(x) [lbs] 2536.17 1748.14
VT(x) [lbs] 2536.17 1748.14
L 14.50 14.50
n 175 121
2015 SDPWS SEISMIC MAX
TMAX(x) [lbs] 733 181
7.50
8.1
2
5
715
159
7.00
8.1
2
5
733
181
D
2
S-S
Wind Seis
VD(x+l) [lbs]
%
VD(x) [Ibs]
VT(x) [Ibs]
L
n
2015 SDPWS SEISMIC MAX
TMAX(x) (lbs]
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
S-S
Wind Seis
VD(x+l) [lbs] 2536.17 1748.14
% L 24% 1 24%
VD(x) [Ibs] 1454.46 788.579
VT(x) [lbs] 3990.62 2536.72
L 4.00 4.00
n 998 634
2015 SDPWS SEISMIC MAX
TmAx(x) [lbs] 4673 2715
2.00
4
4673
762
2715
271
2.00
4
4673
762
2715
271
B
1,
S-S
Wind Seis
VD(x+l) [lbs]
% _50% 50%
VD(x) [lbs] 3030.12 1642,87
VT(x) [lbs] 3030.12 1642.87
L 18.50 18.50
n 164 89
2015 SDPWS SEISMIC MAX
16 TMAX(x) [Ibs] 645
18.50
9
645
-166
C
F I
;-S
Wind Seis
VD(x+1) [lbs] 2536.17 1 748.14
% 26% 26%
VD(x) [lbs] 1575.66 854.293
VT(x) [lbs] 4111,83 2602.44
L 8.67 8.67
n 474 300
2015 SDPWS SEISMIC MAX 676
TmAx(x) [lbs] 4672 2497
2.58
9
4654
733
2477
181
523
2.58
9
4654
733
2477
181
523
2.00
9
4672
733
2497
181
676
1.50
6
3429
733
1807
181
601
LEE
D f—
I I
SI-S
Wind Seis
VD(x+]) [Ibs]
%
VD(x) [Ibs]
VT(x) [Ibs]
L
n
2015 SDPWS SEISMIC MAX
TMAX(x) [Ibs]
Version 7.0 Page5.2
Shear wall Summa
Sheeting Reqm'ts
Wind I Scis Max
I - 2nd
2 - 2nd
3 - 2nd
4 - 2nd
A - 2nd
B - 2nd
C - 2nd
D - 2nd
I - Ist
2- 1 st
3 - Ist
4- Ist
A - I st
B - I st
C - I St
D - I st
65
80
92
100
50
62
713
634
117
89
339
676
1 2
1 2
6 8
1 2
5 7
Shear Transfer
Wind I Seismic
50
47
62
59
160
110
175
121
92
80
129
100
69
62
998
634
164
89
474
300
SW-1 SW-2 SW-3 SW-4 RSW
Overturning Values
Wind Seismic
Sheathing 260 350 1 511 679 1000 �(Plf)
Shear Flow 145 280 1 300 475 1000 I(Plf)
Shear Transfer Connectors - CD = 1.6, Hem -Fir
Connector Z (Ibs)
l6d Nails (Common: 3.5 "xO. 162") 195.2 lbs 2015 NDS TI IN [105]
1 16.2 1 8.4 7.8 4.9 2.3 1 0.0
16d Slant Nails (v<1 50plf) 160 lbs 2015 NDS 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
Simpson H 1 Truss Connector 415 lbs Current Simpson Guide
1 34.3 1 17.8 16.6 10.5 5.0 1 0.0
Simpson LTP4 Clip (x 0.64 overtop 1/2" sheeting) 500 lbs Current Simpson Guide
1 41.4 1 21.4 20.0 12.6 6.0 1 0.0
1/2" Diameter Anchor Botts (2x) 912 lbs 2015 NDS TI IE [931
1 75.5 1 39.1 36.5 23.0 10.9 1 0.0
5/8" Diameter Anchor Botts (2x) 1328 lbs 2015 NDS TI I E [93]
5/8" Diameter Anchor Bolts
1664 lbs 2015NDS TI I E [93]
Page6.1
ncilneerin
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"x31/4", 16d=0.162"x3'/2", 16d sinker--0.148"x3l/4".
Install Hl's on all trusses/rafters, A35's at 24"o/c on gables &
joist (or solid bIkg) to top plate (sill plate at fdn) u.n.o.; When
cified spacing is less than 24"o/c, install A35's at roof solid
ing to SW top plate, and install HI or H2.5 on all
;ses/rafters. LTP4, LTP5 or LS50 can be substituted for A35.
in. per Simpson Strong -Tie or equal.
(7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at
abutting panel edges.
(8) Anchor bolts shall be embedded at least 7" into concrete;
there shall be a minimum of two bolts per piece with one bolt
located not more than 12" or less than seven bolt diameters from
each end of the piece. 2x min PT, u.n.o.
HOLDOWN SCHEDULE Date: 9/8/2017
Job #: 0807
MARK
HOLDOWN
STRAP *(1)
FASTENERS TO
(2)-STUDS MIN U.N.O.
FOUNDATION
ANCHOR *(1)(4)
COMMENTS
T-1
STHD14/14RJ
(38)/(30) - 16d
N/A
SHEARWALL SCHEDULE Date: 9/8/2017
Job #: 0807
MARK
SHEATHING - APPLY TO
SHEATHING EDGE NAILS *(5)
ROOF TO TOP PLATE,
*(2)
2x HF STUDS @ 16"o/c
ALLEDGESBLOCKED
BASE PLATE
*(5)
FLOOR TO TOP PLATE
SU_L PLATE ANCHORS w/
*(8)
U.N.O. BELOW -11(9)
(do not penetrate past flush)
NAILS
& SILL PLATE *(6)
3" x 3" x 1/4" WASHERS
SW_I
7/16" OSB
8d @ 6" o/c (12" ok field)
16d @ 12 " o/c
HI @ or 24 " o1c
5/8"OxIO"AB's@ 60"o/c
A35 @ 24 " o/c
SW-2
7/16" OSI3
8d @ 4" o/c (12" o/c field)
16d @ 8 " o/c
A35 @ 20 " o/c
5/8"0xI0"AB's@ 48"o/c
SW-3
7/16" OSB *(7)
8d @ 3" o/c (12" o/c field)
16d @ 6 " o/c
A35 @ 16 " o/c
5/8"Ox 10" AB's @ 48 " o/c
SW-4
7/16" OSB *(7)
8d @ 2" o/c staggered
(12" o/c field)
16d @ 4 " o/c
A35 @ 12 " o/c
5/8"OxlO"AB's@ 16"o/c
RSW
7/1611 OSB Both Sides *(7)
8d @ 2" o/c staggered
-1
SEE DETAIL I
(12" o/c field)
UPSTATE
engineering
PO BOX 952 LYNNWOOD, WA 980i�6
T. (206) ?80 _4 715 f - (?06) 86L� (D2t,�
SLRVICESPUPST&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 SCIL, 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'WWPA GRADING RULES FOR WESTERN LUMBER",
LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL
CONNECTIONS PER IBC TABLE 2304.9.1.
ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED
EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12"0 C.; BLOCKING NOT
REQUIRED.
FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24cc) SHEATHING. GLUE AND NAIL ALL
SUPPORTED EDGES AND BOUNDARIES WITH 1 Od AT 6" O.C.; AND INTERIOR SUPPORTS WI�ITH 1 Od AT 12" O.C.,
BLOCKING NOT REQUIRED.
MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR
SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS
HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.
WIND DESIGN CRITERIA:
NOMINAL WIND SPEED — 85 MPH RISK CATEGORY 11
ULTIMATE WIND SPEED — 110 MPH IMPORTANCE, I = 1.0
WIND EXPOSURE, B KZT = 1.00
SEISIMIC DESIGN CRITERIk
EQUIVALENT LATERAL FORCE PROCEDURE
IMPORTANCE, le = 1.0
Ss = 1.260
SITE CLASS, D
S1 = 0.493
SEISMIC DESIGN CAT., D
SDS = 0.43
SEIS. FORCE RES. SYS, A. 15.
SD1 = 0.50
DESIGN BASE SHEAR = 6782 Ibs
Cs = 0.13
RISK CATEGORY 11
R = 6.5
2x TOP PLATE
I--
r
EXTEND OVER
ID
SHEARWALL
APA RATED SHTG
PER SW SCHED
(BOTH SIDES)
HOLDOWN
0
PER PLAN
A
(2) 5/8"0 A.B.
EMBED 7" MIN
CONC SLAB —
CONT FTG W/
(2) #4 TOP
& BOT
2'-0" MIN.
NAIL SHITG TO
HEADER @ 3" OC EW
(3) 2x STUDS UNO
NAIL SHTG TO
EACH STUD
.r V t 8d NAILS @ YOC
ALL PLATES
HEADERS & STUDS
(3) 2x PLATES
NAIL SHTG
TO EACH PLATE
8" CONC STEM WALL
(2) #4 VERT EA FACE
#3 TIES @ 8" O.C.
1/-G/ MIN,
RAISED SHEAR WALL (RSW
NTS
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF FRAMING PER PLAN
2X LEDGER (OR RF TRUSS) W/
(2) 16d TO EA STUD
TRUSSES OR RAFTERS PARALLEL TO WALL
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER
STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF FRAMING PER PLAN
2X LEDGER W/
(2) 1 6d TO EA STUD
RAFTERS PERPENDICULAR TO WALL
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER
STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
TRUSS (MONO) PER PLAN
2X CONT SOLID BLOCKING
W/ (2) 16d TO EA STUD
TRUSSES PERPENDICULAR TO WALL
SHEAR TRANSFER
SW TO SW THRU LOW ROOF NTS
WALL FRAMING/DEC�
RAIL ABOVE
HOLDOWN PER PLAN
CTR ON RIM
BASEPLATE NAILING PEI
SW SCHED OR DECK RAI
CONNECTION PER PLAI
RIM JOIST PER PLAN
FLR FRAMING PER PLAI
SHEAR WALL PER PLAI`
'-FIT SOLID
G W/ EDGE NAILING
LICTURAL NOTES
R SW SCHED
SHEAR TRANSFER W/ HD
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
SV4-2
ALL Exl"-PK=OK v4ALL5
AND ALL SMADPD vgALLs
-T-O aF- Pr-x SV4-1 UNO
OSO14
19'41 5F FL -AN
UPpP-K F--OOK
L.ATLKAL
I . .
C
Q
LR
CN
CN
9' Ceiling
31 8.1
5-6x3
4. 8.
bearinq
Kit
,eb�
M
13' 4-1/
�L,0�6
A*9 eO
24
36" LS
f rig
pa
itry
rim
3'
ed
bearl
28
r-"I-
solid core
24
4nsut/sez
20 min rated
- - - -
5' 1"
3'
Entry
Garage
(n
a)
—0
'20-
VvDtt bit
Concrete
Q- C
0
Slope to Door
go
U-
80
3080
5 1/8x 13 1/2 GLB
I -------------
160-80
AL-L- F-Xfk?��O'Frz v4AL-L-:5
ANP A"5-HAPF-P v4k-�:5
-rO 15r- FP-R 5V4-11 UNO
015014
1")11 :5F FL -AN
L-Ov%tOrl Ft-00IR
L-A-f-r--lr,AL-
9
Jr
-7 13 qO
BeamChek v2016 licensed -to: Doug Williams Reg # 967-7-2098
I - "rawl 0 Date: 8/10/17 RECEIVED
Selec 4x 8 HF: #2 Lu = 0.0 Ft
Conditions NDS 2012 1 SEP 2 8 2017
Min Bearing Area R1= 3.7 in2 R2= 3.7 in2 (1.5) DIL Defl= n 02 in nCX1C1 nD"r:KIT Q1:DX11f%C:Q
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Loads
Beam Span
5.0 ft
Reaction I LL
1200 # Reaction 2 LL 1200 #
Beam Wt per ft
6.17 #
Reaction I TL
1515 # Reaction 2 TL 1515 #
Bm Wt Included
31 #
Maximum V
1515 #
Max Moment
1894'#
Max V (Reduced)
1149 #
TIL Max Defl
L / 240
TL Actual Defl
L / 923
LL Max Defl
L/360
LL Actual Defl
L/>1000
ou"Llul I k1l I-)
onear tin-
I L ueti (in)
LL Defl
30.66
25.38
0.07
0.05
20.57
11.49
0.25
0.17
OK
OK
OK
OK
67%
45%
26%
28%
Reference Values
Adjusted Values
ru kpsi)
850
11o5
" (PSI)
150
150
E (psi x mil)
1.3
1.3
Fc-L (psi)
405
405
CIF Size Factor
1.300
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
Cl Stability 1.0000
Rb 0.00 Le
0.00 Ft
. .11 . U11110rM IL:bUU =A
-Uniform Load A
R1 = 1515
R2 1515
SPAN = 5 FT
Uniform and partial uniform loads are lbs per lineal ft.
COUNTER
I b
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietzner-244th-2944 3 - GR 60 sgd
Date: 8/10/17
Selection 4x 10 HF #2 Lu = 0.0 Ft
Conditions NDS 2012
MinBearingArea R-1=4.5in 2 R2= 4.5 in2 (1-5) DL Defl= 0.03 in
Data
Attributes
Actual
Critical
Status
Ratio
Value
Adiustments
Loads
Beam Span
6.0 ft
Reaction 1 LL
1200 # Reaction 2 LL 1200 #
Beam Wt per ft
7.87 #
Reaction 1 TL
1824 # Reaction 2 TL 1824 #
Bm Wt Included
47 #
Maximum V
1824 #
Max Moment
2735'#
Max V (Reduced)
1355 #
TL Max Defl
L / 240
TL Actual Defl
L/>1000
LL Max Def I
L/360
LL Actual Defl
L/>1000
Section (W)
Shear (W)
TL Defl (in)
LL Def I
49.91
32.38
0.07
0.04
32.18
13.55
0.30
0.20
OK
OK
OK
OK
64%
42%
23%
19%
t-D (psi)
f-v (psi)
E (psi x mil)
Fc-L (psi)
Reference Values
850
150
1.3
405
Adjusted Values
1020
150
1.3
405
CF Size Factor
1.200
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
CI Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
UnlToml LL: 400 Uniform TL: 600 =A
Uniform Load A
R1 1824 R2 1824
SPAN = 6 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2016 licensed to: Doug Williams Reg # 9077-2098
Mietzner-244th-2944 2 Garage Dr 16
Date: 9/11/17
Selection 5-1/8x 15 GILB 24F-V4 DF/DF Lu = 0.0 Ft
Condition NDS 2012
Min Bearing Area R1 = 8.8 in2 R2= 9.4 in2 (1.5) DL Defl= n P.q in Roflnm (nmKnr— n W
Data
Attributes
Actual
Critical
Status
Ratio
Values
AyLustmen
Beam Span
16.0 ft
Reaction 1 LL
3693 # Reaction 2 LL 3932 #
Beam Wt per ft
18.68 #
Reaction I TL
5738 # Reaction 2 TL 6121 #
Bm Wt Included
299 #
Maximum, V
6121 #
Max Moment
23564'#
Max V (Reduced)
5247 #
TL Max Def I
L / 240
TL Actual Def I
L/383
LL Max Defl
L/360
LL Actual Defl
L / 702
Ot�L;LIUII �In-)
bnear (in-)
I L Detl (in)
LL Defl
192.19
76.88
0.50
0.27
117.82
32.80
0.80
0.53
OK
OK
OK
OK
61%
43%
63%
51%
1-0 �psi)
t-v (psi)
E (psi x mil)
Fc-L (psi)
Reference Values
2400
240
1.8
650
Ad4usted Valu2s
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
Cl Stability
1.0000
Rb 0.00
Le 0.00 Ft
11 U1111 L-.,+UU unlTorm IL:(jUU =A
Point LL Point TL Distance Par Unif LL Par Unif TL Start End
425 B = 680 12.5 50 H = 80 0 16.0
H
Pt loads: FBI
R1 5738
R2 6121
SPAN = 16 FT
Uniform and partial uniform loads are lbs per lineal ft.
14VII
1945 Plan
1945 Plan t r 1945 Plan
244th
_5, 1
Edmonds Scheme #3
Rare Gray Sc
heme #1 Scheme #6
White Trim Virtual Taupe Eclipse
Project B Trim Cream Trim
rown
r
a
Exterior IT, " ____4
Colors
t
- Lt
Extra Windows
I ow.
Extra Windows
17
2597 Plan
4 A�
- 1938 Plan 8
Scheme #2
Adaptive Shade. Scheme #4
Brown Trim ' Gauntlet Gray
- White Trim
Adap
Bro
-17
1 -4
1938 Plan 2597 Plan 7
9
f
Scheme #3
Scheme #5
Rare Gray Suitable Brown.
White Trim
j44
Cream Trim
2 2597 Plan 1938 Plan
10
Scheme #1
Scheme #6 Virtual Taupe
Eclipse Brown Trim
Cream Trim
1938 Plan 2597 Plan
Scheme #2 Scheme #4
Adaptive Shade Gauntlet Gray
Brown Trim White Trim
Extra Windows t Extra Windows
en
't
Main -
Rare Gray
SW6199
Main -
Gauntlet Gray
SW7019
Wn
4t
Main -
Suitable Brown
�0
SW7054
Main -
Eclipse
SW6166
Front Door - Trim/Gutters -
Black Fox Musket Brown
SW7020:
Accent -
Front Door -
Thunderous
Jasper
SW6201
SW6216
Accent -
Front Door -
Mindful Gray
Urbane Bronze
SW7016
SW7048
Accent - Front Door -
Gray Area Iron Ore
SW7052 SW7069
Accent - Front Door -
Svelte Sage Andiron
SW6164 SW6174
Trim/Gutters -
White
Trim/Gutters -
White
Trim/Gutters -
Classic Cream
Trim/Gutters -
Classic Cream
Max. 487.43
J,
Prop 485.85
20 yr F.G. Comp Roofing
2xI0 WW Rake
w/l/3 ww
WINDOWS
2x6 Head trim
5/4x4 sides
2x3+5/4x4 Sill
Front & Sides only
b
b
M >
-00 811121
Ln
'El En
L U)
- D
L
P 0 _
-
L
I-L
CD
AverVOrd, 457,43
HEIGHT CALC
Ai 457.15
Bi 457.55
Ci 457,60
n, 457.40
Aver Gradei 457,43
Maxt 487.43
Proposed peak: 485.151
r:2xi
lx�3wwww
4x4 �PTU
1/2 Smooth Hardi Bd
Column
Plan View
Corner Block
(Framers)
5/44 Fascia 1x3 Trim
W.W. W ' W.
GABLE TIUM
Flash top
Top View
F.. View
8"X 18'
Hose Bib Lights Address
BEVELED BLOCKS
2x Blocks 6:x2O' if 4 #'s
w/ top flashing 6 x24" if 5 #'s
2 Story - 2
T&G Pine Soffit
Front Elevation 9 entry
TRIM DETAILS (N,T,S,)
Felt
8' Siding
Flashing
2x8 Band Board
Felt
8' Siding
b -
top of fnd
Left Elevation
—7/16 OSB
r
Hardipanel
0
Ix3 Whiteboard
P
2x8 Whiteboard
Flashing
X
(N
RX
2x8
14 whiteboard
x8xI8 Corbel
BELLY BAND FLASHING WIND6%W-tRK- --" PROJECTED GABLE STONE SILL
Over the Siding (on front only)
Car- 29x44- 1945sf - GL- Lot7
Alt Right Elevation - Lot 7
24' 2x4
"p 24 4x4
XCorb
r-Flashing (Felt over top)-,)
2X8
16" cc
BOARD & BAT
C--
0
�W=11111111111
i
IN
IN-11
son
=110M
Rear Elevation
�'Q
APPRZED BY PLAN
ECT
R
C
A —1
ILL � fORK SUBJECT
1`0 FIELD
INSF ECTION FOR
-ODE COMPLIANCE
CITY (
BUILDINi
WORK
ADDRETT=
OWNER I
APPROVED DATE:
BLDG. OFFICIAL:
TD-S-
PERMIT NUMBER
alffl�
E
00
REVISIONS
N
4-
0
Vinyl Sash Insul DbI Glazed Windows (typ) wIth tam vents
+-
N
Provide Window venting of 4% of floor area
a)
—
CD
Provide natural light at 8% of floor area
U)
C-4
Provide each sleeping room with a exit or
U)
"I
window opening
=
I
(N
min height 24"
0
.
CS)
1�1
0)
min width 20"
min area 5 sf 9 grade, 5.7 af upper flrs
no kegs/tools required on Inside,
>
Per IRC R310
LL1
Additional Specs & Details on Sheets A5-7 &
-.1
LU
Q-
-0
Structural Calcs
Lateral Bracing per Structural Engineering CaIcs attached
rovide min, 38" Landing Q ext, doors
not more than 7 3/4" below finished floor
Wood or Composition RoofIng
0
8' Hardboand Lap Siding all sides (typ)
in
over waterproof buIlding paper
corner trim
U�
0
I
CY)
Downspouts to 4' tightllne -------
LU
to apprvd. storrridralnWW(iyp�
ContInupus-Metal gutters
LU
0
,A#Njr Ite/UtIlity work to be referenced to the RII/Grade permit
W
o
X
CY)
bhJM71833.
(-4
Total Impervious surface of Lot 7t 1603 at
U)
(1)
Paint Colors/Stone work: Scheme # 6
O:f
W
70
(=
0
0:�
1, CODE: IR02015,--'
Mietzner Brothers Properties, LLC-, WSEC MIS Ef4gy & Vent, code
E 0
0 -0
1:0 U-I
Flurr6lng UPC 2ffl5
244th St Edmonds Project - Lot 7
PLAN SHEET INDEX
National Electric Code
Street address to be prominently displayed In Mechanical IRC 2016
W U) >-
(if
contrasting color, 4' hi, plainly visible from the street, Roof Load: 26 lbs
N 0
A 1: Cover/Elev
See additional Sp9cs/Detalls on Sheets A5, 6, & 7 Seismic Design Cat: D2 (conventional)
Attic ventilation- provided as per R806 Wind Speed: 85 mph
-,-
1--+_
LU
A21 Foundation
Under Floor Inspection required
ROOR 1088 sf *144/300-522 sq.in. req'd prIor to Installation of floor deckIng
1-4 It-
X: (N 04
A3 First Floor/Section
Provide equiv, or greater net area in and out (low & hi) All Holdowns, Framing, A3,
A+ Second Floor/Roof
Provide (4) gable vent and (5) roof vents and vented soffits Shearwalls, must be Inpeectad
prior to covering.
CITW
A5: Details
SQUAPE FOOTAGE
ENERGY
A15: Structural notes
Ist Floor: 755 sf
Windows: Double Pane - Low E U: 0,30 171/o of Floor Area
A7: Specif ications
WSECI Wa St Energy Code
2nd Floor: 1190 sf
Gas Forced Air 94% AFUE
Insulation: Ceiling: 14-49
Total: 1946 sf
Faced F.G. Walls: R-21
Garages; 383 sf
6mill Slab VIB Floor: R-30
s�� Poio�, S'ktCts RESUB
JOL 2 5 29IS
C_ Q
Vents in Rim Joist (typ)
T-1
-P ounamon I -I,-
I/A2 RSW
I/A2 RNI
3/4" APA rated OSB CD int.w/ext,glue, nail 6" edge, 10" field
2x F.J, 9 15" o,c, Solid blocking 9 support
2x Top plate �
Header Per Plan
extend over SW
�'-j APA rated shthg
m �per SW sched,
(Both Sides)
Holdown per plan
x
(2) 5/8"xl2" A.B. embed 7" min
Conc
2' 0" min width
... Nail shthg to Hdr
9 3' o,c. e.w,
Conc ftg w/(2)#4 top & btm
RAISED SHEARWALL DETAIL
�,�RSW� 1/2" - V 0"
(3) 2x studs U.N.0,
Nail shthg to as stud
8d Nails 9 3" c.c.
all plates, hdrs, studs
(3)2x plates
Nail shthg to as plate
8" conc stem wall
0#4 vert as face
#3 ties Q 8" o.c.
Grade
6" min,
2x4 P.T. Nailer In oonc. pour
0.01
For. nail pInI oa
J. to hold nailer In wall
r-"\ 811 Naller In Cono. Wall - Pkr View
4x4 or 4x6 Wood columns as required MAB15 anchor
2x4 or 6 ties nailed with 4 16d each
Set wood columns on 90# felt protectors 2x Floor Joist
Anchor column to footing with MAB15 'st
Ud S
0.-
F.J, 24" 2x #2 HF St
N-1 uds
Bel Soli oc Ing Es way 1/2x 10 AB. per Schd w/3' sq x 1/4' washer 9 16' o.c.
lx4 scabs (�2) V#4 2x #2 HF Studs 4" DS tightline 1/2xlO A.B. per Schd w/2" sq x 3/16" washer
T_ 1,
#4
18' In w/4-15d nail BM post #4 18" o,c, Horz, & Vert, min 4" concr, slab 4 18�ncjorV Vert ' min
I In] P.T. Post 4' DS tightline Over 2' Hi-#4 10" o,c. Horz. .. . . . . . Over Hi #4 1 o,c. Horz.
16" o.c, Vert. w/6" ftg hook 18" o,c. Vert, w/6" ftg hook
0
Z:-�MAB15
Btm bars- 1/2 of max spacing 1Bt bars- 1/2 of max spacing
tamped fill m
0
Bmi black vapor barrier, edges lapped 12" IT min min (2) #4 Cont. Horz,
. . . . . . . . : : ...... . . . . . (2) #4 Cont, Horz. 8XI8
i : : : : : 8x 16 ft
. . . . . . . Concr, Footing ftg 4' ftg drain 'q 1 �4" ftg drain
NERAEXATE BEARING SJ*K)RT STAMINFID FOUNDATION WALL DETAL r-,\ GARAGE & STEM RXICATION WALL DETAL
V ��� (D 1/2'= T V V_,r 1/2'= T 01
2Story— 2 Car— 29x44— 1945sf — GL— Lot7
ANCHOR BOLT WASHERS shall be
3 x 3' x 1/4' thick per R60211,1
Bolts shall be not less then 7 bolt diameters
and not more then 12' from the ends
of each individual foundation sill plate.
Min, 7 Inches embedment.
Min (2) per sill plate
ANCHOR BOLT Placement per Structural Calcs
and/or R4oai,6
Any changes to floor framing
(i.e. I Joist from solid sawn)
will require new floor framing plans.
18' min, crawl space
12' min. clearance 9 beams
6 mil black visq. vapor barrier
R-19 FG, insulation up to subfloor
Column & Beam Notess
Col.s to be 4x4 u,n,o.
Col, Bases 8' abv gr or P.T,
Protect Col Base w/FHA 12 or equiv.
Col-Bm post. connect per R4073
V min air space betwen wood
concrete or use pres. trtd.
Laminate multi joists w/ 2 rows
18d Q 16" c.c. stagger top/bot
Stub -out #4 rebar @ 18! oc.
at cona. porch to resist
dIfferential saffing
Provide p,t. rim Joist Q patio
REBAR REQUIREMENTS,
(2*1 Continuous in fig, (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 aid fnd wall
24'-provide #4 rebar 10' o,c. horz./16' o.c, vert,
2' 6' max height for 6' wall, 4' max for 8' wall
Footings to rest on 2000 psf undisturbed soil.
CRAWL SPACE VENTIALTION per R408.1
Provide 1185 sq in min net (1/150)
Install (11) 6"xl6" screened vents at 67.2 Eq In each
net (70%) - 739 sq In total provided
Install in Rim Joist (typ)
750 sq ft *144/150-720 sq in required
Min I vent within 3' of each and
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.
yEP644/ slab
Md
12"
sono
tube
--�---'24x24x10 pad
/I w/(2)#4 ea way
L v
@Sono Tubs Fta DETAIL
) RTS,
0#4 Cont. w/8' end
hooks to grade beam
24"
min
4' min oono slab
w/#3 @ 12' oc. E.W.
or
6X6 14WAAW VvVVF
cont.
E
< C\1
REVISIONS
0
<
W
U)
04
17-1 1
o
LL -0
0
4— U-)
0
—J
W
W 0
CL QD
0 —
w 0 X
EL L. a)
(L
M in
W -0
W C
0 <
E c
0 -a
DO LLJ1 04
W U)
N -r 0
I.- +-
W I- U)
1-4 1-
X: 04 CN
TyPIW ft-Mon 0 G-aip D— STRUCTURAL REVIEW 4%5a�
1/2'= T 0' THIS DRAWING HAS BEEN REVIEWED FOR ( I
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELEVANT DOCU �NT
J0B#4ayD-j DATE '14
REVIEWED BY
"I — I 1111111ERING
(206) 280_4715. _rc')s@'P't8.c'
VOID IFSTAMPINKNOTIR—
RESUB
JUL Z 5 2018
.LIMPG�&A,Q
T-1 T-1
A�CHOR BOLT WASHERS shall be
T- I T-1
r_7 r_7
4 011
THA�� REVIEWED FOR
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED R!LDEVAANTEDO
JOB#_&!k0'A T
3 X 3' x 1/4* thick per R602.11.1
Bolts shall be not less then 7 bolt diameters
and not more than 12' from the ends
101, R.
(!D
V
REVIEWEI
INEERING
of each individual foundation sill plate.
Min, 7 Inches embedment.
5x: l3i/IVIC no patio
CIO
(2(,,)UPSTATEEN
280�'15 - nW@.ptS.—
VOID IF STAMP INKNOT RED.
Min (2) per sill plate
ANCHOR BOLT Placement per Structural Coles
and/or R403.1.6
a- - - Y!b - - - - - - - - - - - - - -
.
_J� �i�
-a Er -5
pj,- a)
Any changes to floor framing
t; =
00 C)
(i.e. I Joist from solid sawn)
In
will require new floor framing plans.
0
_42-mdrr.-T�ea s
0= L 0
6 mil black visq. vapor barrier
(D
4
OD
Column & Beam Notem
Cols to be 4x4 u.n.o.
0
Col, Bases .8, abv gr or P.T.
Protect Col. Base w/FHA 12 or equiv.
St
Col-Bm posi, connect per R407.3
I' min air space betwen wood &
41 slab onegradle
I- w/st mwa I
B/A2
0
c ncrete or use pres. trid.
Laminate multi joists w/ 2 rows
6 mil v.b, (Blk) - - - - - 71i� 217
1 8d 9 16' o.c. stagger top/bot
Jul
-1] Q/A2 J—, I
19' 8-1/2* 11 � / I
I CD
Stub-ourt #4 rebar @ 19 or.
at arxr. porch to resIst
dIfferentlal setiling
1
- - - - - - - - - - '[p-
I I It u
I
2' 0" min width
Provide p,t. rim Joist 9 patio
L- - - - - - - - -
Cl)
2x Top plate
Nail shthg to Hdr
REBAR REQUIREMENTS,
IF - - - - - - - - - - - - - - - - - - - - - -
9 3" o,c, e.w.
(2)" Continuous in ftg. (1) 9 top of wall.
I Z
:
#4 Vert. R/F 9 18'. R/F Stl to be ASTM A-615 Grade 40
I
Header Per Plan
jv
24* max height for std fnd wall
I 10/A2 t'
I? I
exten d over SW
-
(3) 2x studs U.N.O.
Nai shthg to ea stud
4
2 '-provide #4 rebar 10' D.C. horz./16' o,c. Vert.
2' 5' max height for 6' wall, 4' max for 8' wall
I
Footings to rest on 2000 psf undisturbed soil,
4
APA rated shthg
-1
per SW Schad
= (Both Sides)
8d Nails 9 3" o.c,
CRAWL SPACE VENTIALTION per R408.1
I
-
7/A2 I
j
Holdown per pla n
all plates, Indrs, studs
... ..... .
Provide 1185 sq in min net (1/150)
Bx B screen
ns 15, scr�� sq in each
�s L�67.2
'a t
I 11_4 _t
_
net (70%) 1 t.1 pro.d.d
to
.4
-1
x
11
I tall
Insts I In R oist (typ
1 IF
750 s 144/150
s 144 -720 sq in required
I I Fl - - - -1
Cone I
vent within 3' of each end
IIH - - - _T
I
2 Car Garage 1`
1_14
.�,:'�'�02x
plates
UNDER FLOOR INSPECTION REQUIRED
ALL Holdowns, Framing, Anchors and Shearwalls
1
shthg to ea plate
must be inspected before covering,
Slope to door
,�Nail
-4
(2) 5/8"xlZ A.B. embed 7" min , . .. .. .
8" cone stem wall
Provision shall be made to prevent
1-1 - F F- _I
4j
0#4 vert ea face
water from collecting in crawl spaces
#3 ties Q 8" o.c.
and from leaking ont basement floors.
Core slab
Grade
--
L-
- - - - - - - - - - - - - - - - - - - - - -
-1 1 Core
6" min,
- - - - - - - - - - - - - - - - - - - - -
115' T—
Cone ftg w/(2)#4 top & btm
REVISED PLANAPPROVED
—19, 61, 91
\�_� - 2R 10"��%
9/A2
RAISED SHEARWALL DETAIL
CrrY OF EDMONDS BUILDING DIVISION
T- T-
"`,�Rsw� 1/2" V 0"
PLANS EXAMINER IEe
,Foundaion I/A2 RSW
I/A2 RSW
DATE it I'
Foundaion
------------------------
loor Joist
2x Floor Joist
2x #2 HF Studs
HF Stu �s
1/�?xl!3 A.B, per S;chd w/T sq x 1/4" washor
c w/ a
I/ x to AB er S hd 3' q
2x6 p.t. sill plate
2 x s ill p8'
9 16" 0,0.
0
4' DS tightline
3 tightlin
61
1/2xiO A.B. per Schd w/2" sq x 3/16" washer
1/,2 to A
4" core slab
In
Ve m
rt, in
18" o.c. Herz. Vert, min
1 0 H orz.
."or Slab
4" concr, slab
4 18" o.c. Horz. & Vert. min
L#18
c
04 ok
Over 2' Hi
v. 2 44 10" o,c. Herz,
-- --
16" o.c. Vert. w/6" ftg hook
4" DS tl ht in
DS tl Wine
g
R- 10
-- -- -- --
Imp. o�
t 1 I
tm bars- I /2 of max spacing
B tm bi
min
9 Ivg sloc
c
19"
min
(2) #4 Cont, Herz,
x 1"
SIX 16
(2) #4 Cont, Herz.
%
,t
tlg�.
ftq
ft
All 4
4" ftg drain
T 7.A L , A,
-11 STEM WA L D 7
GARAGE & STEM FIXUATION WALL DETAIL
----------------------------
2
1/2'= 1' 0'
0#4 Cont, w/8' end
hooks to grade beam
24"
min
,4* min cone slab
vw`#9 0 10 oc. E.W.
or
M 1AWXIAW VVWF
oont.
Typical %rdatilon @ Gff%p Doff
1/2'= T 0'
2x4 P.T. Nailer In cone. pour
160,0,
Form nail pins @ 12' o.c.
to hold naller In wall
Wler In 0onc. Wall - Plan View
1/2'= T 0'
I WEPB4�1,,/ slab
12" #4
I sono 1 4' cono, slab
I tube I
10" min
r
.4 24:x24xl0 pad
Ftg to bear an firm
undIsturbed soll
w/(2)#4 ea way
16
@Sow Tube Pin DETAL
) NTS.
----------------------
Co
REVISIONS
(n ..
l.- (D 0)
LU (D —
ED CD
u,
(Y)
0 0-
LL _0
0 4-
_j N En
1
4- Lr)
0 v-
I C)
W
W
EL (1)
C) — 1-
= 0 X
0- f- 0)
a-
U) in
O'_ -0
W C
0 <
E 0
0 _0
Co W ('4
O:f +-
W W
N -r- 0
i.._ 4-
W 't- W
1119- -61)),
- L j
C-ai
wr 7
-13M 0
T-1 T-1
I/A2 RSW I/A2 RSW
First Floor
* Carbon Monoxide Dectector per 315
* Smoke Dectector per 314
Surface mount light
Pacessed can light
Xw 50 cfm exhaust fan to ext.
X— xx< ofm spot/whole he exhaust
vtos Vent To Outside
X Fan/Light Combo
Single pole switch
3 way switch
Duplex outlet
220 volt outlet
OR Ground Fault Interupt
HB— Frost Proof Hoss Bibb
All walls indicated -
to be SW-1, U.N.O.
STRUCTURAL LEGEND
Headers 4xlO DF2 U.N.O. let Floor
GLB, 24F V4 U.N.O.
— - — - — -- Db1 F.J.
Beam
SW_I
Shearwall
-1 Hold Downs
NOTE: All metal In contact with treated wood
Shall be approved for such contact
Additional Space on Sheets AB-8 & Structural %tss attached
NOTEt Notching and Boring holes in studs
For Interior and Exterior walls
per 2012 IRC R602,6 (1) & R802.6 (2)
40 post
pos connect T&B
Typ
P..I&kk t. -11 0 M DOORS
Door
4
Z16 .11 d.
to., 1..1 1 5. A Top SO@ ..1., 6, Twtall mnclo� pw mf. spem
1glIg 3A
froot W1 7. Imtallotoo P &Sftick fl&Wft
'wo n.81
a R., sa . " ,
4. Irst.11 sido WaterBlock ftnMV both sidn
=21:9.M 20,11I.Wt
all, th,
- -V n. P.-th. t
9 T. .11 V k-1d)
ood f"
.nd on top
All an
tt. Mth dd.t."".
F. d— .1th f
S. pl.. Be t .k. t ]Mng.� .11 14
d p,,- "' o ft.
.dw of I.-P=' a" P"_ 1"p W Use I . p1r1111,,,1n =n-11V th, 'wirdo=
a nfl1w 11 13, 11
2' -t. 4i DISTALL EXIIERIOR DOORS WITH TWO
(fo'-iFF ar 1W 112 St
fl:��" id. of th. BEADS OF TOFF 9W CALLK
. 6- —Ip - w .do
WR=W/DWR FLASMG RMAUATION DETAM — NM
Hold str= as high as possible
to the t /risers
shorten tread/run as much as allowed
to minimize encroachment on Closet Door
sTAiRcLEA*NcEDETALswTicN
2 Story — 2 Car — 29 x 44 — 1945 sf — GL — Lot 7
zo
L
L
10,
STRUrTU L RE IE
THI�DRiWN`G _HAMNREVViEWXF0R
STRUCTURAL REQUIREMENTS 0
NLY PER PER
T"11 AT*TAr0H,1I1 RILDEVZT DO.UMENI�.
j _B. TE
Engd Truss 9 24" o.c. REViEWED BY
UPS TE ENGINEE!R31P�
(206� 2130 7, V. lix
VOID IFSrAMP INK NOTRED,
CSIS
R-49 AW Wd
6 6
6
CS
Bath
WIC
0 Masfer (0 (N
X I
1_X
6
6
X
Nm
18' Flo r Truss All Ducts within open web Flr Truss
BEAM
2x4 WALL
2xB WALL
4x (SAWN)
(2) 2x4
(2) 2x6
Ox (SAWN)
(3) 2X4
(3) 24
3 1/8 (SLED
(2) 2x4
(2) 2xO
5 1/8 (rLB)
(3) 2x4
(3) 24
3 1/2 (MANF)
(2) 2x4
(2) 24
5 1/2 (MANF)
(3) 2x4
(3) 2X6
Rew smus -GIRDER TRUSS (3) 2xi (3) 24
HEADER
21 mi
a REDD
DBL If IV or 9 S
14EADER
2x4 WALL
24 WALL
4x (SAWN)
2X4
2xB
Ox (SAWN)
----
2xB
—
3 1/8 (OLS)
_5 —2x4
S6
5 1/8 (OLB)
—(MANF)
___
(2) 2xB
T 1/2
(2) 2X4
24
5 1/2 [MANF)
---
(2) 2XB
t �DPO.ST/ STUD �QPOIVT LOADS
I V-,) — —
.1
header
DR LR Tqual
5080 hs
Crawl space 2x10 R-30 6080 sgd
6 mil V.B. (Blk)
SGD & Window RR. Ist Floor
Section A Elev. View
ROUGH OPENING FRAMING DIMENSIONS
LA VENTA DE PLERTAS
LAS MEDIDAS DE LAS ABERTURAS CONSTRUIDAS
TYPE
WIDTH
ROUGH
TIPO De PLIERTA
De ANCHURA
La
Abartura
EXTERIOR DOORS
OPENING
LAS PUERTAS EXTERIORES
sin
Is Forma
METAL- SINGLE HANDICAP
DOOR WIDTH PLUS 2'
81 5/8'
PUERTA DE METAL PARA LAS SILLAS CON RUEDAS
ANCHURA DE
LA PLERTA MAS 2'
81
5/8'
METAL - SINGLE
DOORS WIDTH PLUS 2'
82 1/2'
UNA PUERTA DE METAL
ANCHURA DE
LA PUERTA MAS 2'
82
1/2'
METAL - DOUBLE W/ASTG
DOOR WIDTH PLUS 2 1/2'
82 1/2'
PUERTAS DOBLES DE METAL CON ASTG
ANCHUAA DE-LAS PtIERTAS MAS 21/2'
82
1/2'
METAL SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
81 1/4'
PUERTA DE METAL OLE ASHE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
81
1/4,
METAL W/SIDELITE 14'
3/0 DOOR W/1 S/L 53'
PUERTA OE 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 DIE MADERA
ANCHURA DE
LA PUERTA MAS 2'
83'
WOOD DOUBLE W/ASTG W/B
DOORS WIDTH PLUS 2 1/2'
83,
PUERTAS DOBLES DE MADERA CON ASTG
ANCHURA DE
LAS PUERTAS MAS 2 1/2'
83,
WOOD SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
83'
PUERTA DE MADERAQUE ABRE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
83'
WOOD W/SIDELITE W/B
3/0 DOOR W/I 14' S/L 53'
PUERTA DE MADERA CON VENTANA
PUERTA 3/0
CON UNA VENTANA 53'
3/0 DOOR W/2 1/4 S/L SW
83 1/4'
PUERTA 3/0
CON DOS VENTANAS 68'
83
1/11"
INT. PRE -HUNG DOORS
LAS PUERTAS PRECOLGADAS INTERIORES
SINGLE PREHUNG
DOOR WIDTH PLUS 2'
82 1/2'
PUERTA PRECOLOADA CLASICA
ANCHURA DE
LA PUERTA MAS 2'
82
1/2'
INT. DBL W/ASTG
DOOR WIDTH PLUS 2 1/2'
82 1/2'
PUERTAS DOBLES CON ASTG Y CERROJOS
ANCHURA DE
LAS PUERTAS MAS 2 1/2'
82
1/2'
INT. DBL W/ROLLER CATCHES
DOOR WIDTH PLUS 2'
82 1/2'
PUERTAS DOBLES SIN ASTG
ANCHURA DE
LAS PUERTAS MAS 2'
82
1/2N
HOUSE TO GARAGE WB
DOOR WIDTH PLUS 2'
83'
PUERTA SOLIDA (ENTRE LA CASA Y EL GARAJE)
ANCHURA DE
LA PUERTA MAS 2"
83'
POCKET DOORS FRAME TYPE
LAS PUERTAS ESCONDIDAS
ACME �LADDER TYPE) SINGLE
DBL DOOR WIDTH PLUS 2'
84 3/8'
UNA PUERTA ACME
ANCHURA DE
LA PUERTA OOBLE MAS 2'
84
3/8,
ACME LADDER TYPE) DOUBLE
OBL DOOR WIDTH PLUS 1 1/2'
84 3/8'
ACME PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 1 1/2'
84
3/8,
JOHNSON (VERT. STUD) SINGLE
DBL DOOR WIDTH PLUS 1-
84 3/8'
UNA PLERTA JOHNSON
ANCHUAA DE
LAPUERTA DOBLE MAS 1"
84
3/8'
JOHNSON (VERT. STUD) DOUBLE
OBL DOOR WIDTH PLUS 8"
84 3/8'
JOHNSON PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 0'
8,1
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 -V
83
1/8,
BIPASS W/WOOD JAMBS
DOOR CALL -OUT SIZE PLUS 1'
84,
CON JAMBAS DE MADERA
TAMANO DE
LA PUERTA MAS 1'
84,
BIFOLDS
LAS PUERTAS De DOS HOJAS
BIFOLD WITH WOOD JAMBS
DOOR CALL -OUT SIZE PLUS 2'
82 1/2'
DE HOJAS CON JAM13AS DE MADERA
TAMANO DE
LA PUERTA MAS 2'
82
1/2'
BIFOLD WITH '1/2' JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4'
81 1/2' ON VINYL
DE HOJAS CON JAMBAS DE YESO
TAMANO DE
LA PUERTA MAS 1 1/4' 81 1/2' en
vinito
BIFOLD W/ORYWALL JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4*
82' ON CARPET
DE HOJAS CON 1/2' JAMSAS
TAMANO DE
LA PLERTA MAS I 1/,1' 82" on alembro
E
SO
0
"t RD
REVISIONS
;Z
0
UU
(f) (S)
(N
0
0 N
_I 'I,
LL C I D CY)
U)
LL
0 N C4—
_J En
_J 4- in
0 :4:
U5 J a)
4 1 —
F_
= 4- 1
W e-)
EL (1)
0 —
(= 0 X
IL L_ CY)
CL
U) (1)
Qf _0
W C
0 <
E
0 _0 0
co W CN
atf +-
W U)
0
i—
LL, 'r (f)
�-_i 1-
X: C4 N
som-0-o'
Awl
RESUE3
JUL 2 5 2018
BU�L&1N,%D,E,PMjLENT
Lr)
T-1 T-1
I/A2 RSW I/A2 RSW
First Floor
Carbon Monoxide Dectector per 315
Srnoke Dectector per 3`14
Surface mount light
Recessed can light
60 ofm exhaust fan to ext.
X- xxx cfm spot/whole he exhaust
vice Vent To Outside
X Fan/Light Combo
Single pole switch
3 way switch
Duplex outlet
220 volt outlet
Ground Fault Interupt
Rost Proof Hose Bibb
All walls indicated
—to —be TW-TL�N.0,
STRUCTURAL LEGEND
Headers 4xI0 DF2 UAR Ist Floor
GLB. 24F V4 U.N.O.
— - — - — -- DID1 F.J.
Beam
SW-1
Shearwall
-1 Hold Downs
NOTE All metal In contact with treated wood
Shall be approved for such contact
Additional Space on Shoots A8_8 & Structural Notes attached
NOTE, Notching and Boring holes in studs
For Interior and Exterior walls
per 2012 IRC R602.8 (1) & R602.6 (2)
4x4 post
pos connect T&B
TWp
7 DOORS
Window 4
4-
opening
1. .11 and.
07--` -
I Install bottm WaterBlook Rosining S. 3/8 bead �op gag Sealant a "tall windows per onf. spe-
2. followed b nall 7. Install top P-19stbok flashing
EaWaterfflock corner Guardsft
3 Peal & on .111, 2 1/2' ower III. Over top window flangs
4. Install side WaterBlock flashing both aides
FlashIn i doors Follow the saea
details as for windows
Z stI =.ln
The N� ,
2 1. Inat flat P.-th�hlhreslhold
:hd folded — the front W 'top
SUP rd on doors W/Brick Mold, 4
Pmvst� strip goes on before the door
A
11 other steps and details resain
he as with window fl-hinI;
jo For with it 1
-k. top on
8. Place 601=1 IdIr non ltioklJ 9, 60 ;Ihgnw;r1,ZrlaP per UBC 10. P-I&Stick over flara. and! papsr 13, Inet.11 rl) I after
edge I wonlow P..I&St,ok on ice. , P t SIdIng flasn' the cloor I nd.w.
and! top flashing par Igh, to =4 fr-
2- �Rrt. o,wlp IL Install metal top INSTALL EXTERIOR DOORS WITH TWO
(for SF Gndo18' rl.ip) 12 Start paper out ide of the
neshIrg .. I- —1p - Par ood. BEADS OF TOPP 900 CAU_K.
WROOW/Dil FLASTING INSTALIATION DETAIL — M
Hold stringer as high as possible
to the treads/risers
shorten tread/run as much as allowed
to minimize encroachment on Closet Door
B STAR CLEAR44DE DUAL SEnCIN
1/4'= 1' V
gT VWED'
lv��
Tilts DRAWING HAS BEEN REVIE Fo"'
eQUIREMENTS ONLY PER
STRUCTURALIR _
FHE ATTACHED RELEVANT DOCUMENTS.
JOB# — DATE—
REVIFWED By —
UPSTATE ENG1NES—RING �oorn
,111) 28047 16 - a-11-I@.Pa
VOID IF STAMP INK NOT RED-
2 Story — 2 Car 29 x 44 — 1945 sf — GL — Lot 7
Typ
L
Eng'd Truss 0 24" o.c.
6
C5 6
C5
Bath
WIC
b 2
0i Q)
Master (0 C,4
lix
X I
C,4 aw�
CN
18" Floor Truss All Ducts within open web Flr Truss
6
6) DR
X I
A oz
11 1W 011
pab on
grade
6 mil V.B. (Blk)
Sectio
LR
REVISED PLAN APPROVED'
CITI'OF rl).NIONDS BUILDING DIVISION
DATE
is Gas HW Tank DETAIL
N T.S.
MR
GO STUDS
HEADER PER
MMF.S= .
rw ,— T.N. ERS
011If of or
BEAM
2x4 WALL
24 WALL
4x (SAWN)
(2) 2x4
(2) M
6x (SAWN)
(3) 2x4
(3) 24
3 1/8 (GLB)
5 1/8 (OLB)
(2) 2x4
(3) 2x4
(2) 2x6
(3) 2x6
3._
1/2 (MANF)
(2) 2X4
(2) 2x8
5 1/2 (MANIF)
(3) 2x4
(3) 2X6
GIRDER TRUSS
(3) 2x4
(3) 2X8
HEADER
2X4 WALL
2X5 WALL
4X (SAWN)
ZX4
2X6
6x (SAWN)
2X6
3 1/11 (GLIS)
121 2)14
2X5
5 1/6 (GLB)
---
(2) 2X13
3 1/2 NANF)
(2) 2X4
2)(5
5 1/2 (MANF)
----
(2) 2.B
,/�PQ�STZ �STQQ �PPOIN�TLOADS
heaaer
equal
cc IS)
0)
6080 sgd
5060 hs
SGD & Window R.O. Ist Floor
Elev. View
ROUGH OPENING FRAMING DIMENSIONS
.—
LA VENTA DE PUERTAS
LAS MEDIDAS DE LAS ABERTURAS CONSTRUIDAS
TYPE
WIDTH
ROUGH
TIFO De PUERTA
Do ANCHURA
Le
Abartura
EXTERIOR DOORS
OPENING
LAS PUERTAS EXTERIORES
sin
III Forma
METAL- SINGLE HANDICAP
DOOR WIDTH PLUS 2'
81 5/8'
PUERTA DE METAL PARA LAS SILLAS CON RUEDAS
ANCHURA DE LA PUERTA MAS 7
61 5/8'
METAL _ SINGLE
DOORS WIDTH PLUS 2'
82 1/2'
UNA PUERTA DE METAL
ANCHURA DE
LA PUERTA MAS 7
82 1/2'
METAL _ DOUBLE W/ASTG
DOOR WIDTH PLUS 2 1/2'
82 1/7
PUERTAS DOBLES OE METAL CON ASTO
ANCHUAA DE-LAS PtIERTAS MAS 21/2'
82 1/2'
METAL SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS . 2*
81 1/4'
PUERTA DE METAL QUE ASHE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
81 1/4,
METAL W/SIDELITE 14-
3/0 DOOR W/l S/L,53'
PUERTA DE METAL CON VENTANA
PUERTA 3/0
CON UNA VENTANA 53'
3/0 DOOR W/2 S/L 68'
82 1/2'
PUERTA 3/0
CON DOS VENTANAS 68'
82 1/2"
WOOD DOOR SINGLE W/B
DOOR WIDTH PLUS 2'
83'
UNA PUERTA DE MADERA
ANCHURA DE
LA PUERTA MAS 2'
87
WOOD DOUBLE W/ASTG W/B
DOORS WIDTH PLUS 2 1/2'
83'
PUERTAS DOBLES DE MADERA CON ASTG
ANCHURA DE
LAS PUERTASMAS 2 1/2'
83'
WOOD SWING OUT (BUMPER SILL)
DOOR WIDTH PLUS 2'
83'
PUERTA DE MADERAQUE ABRE POR AFUERA
ANCHURA DE
LAS PUERTA MAS 2'
83'
WOOD W/SIDELITE W/B
3/0 DOOR W/I 14" S/L 53'
PUERTA DE MADERA CON VENTANA
PUERTA 3/0
CON UNA VENTANA 53'
3/0 DOOR W/2 1/4 S/L 68'
83 1/4'
PUERTA 3/0
CON DOS VENTANAS 68'
83 1/4"
INT, PRE -HUNG DOORS
LAS PUERTAS PRECOLGADAS INTERIORES
SINGLE PREHUNG
DOOR WIDTH PLUS 2'
82 1/2*
PUERTA PRECOLGADA CLASICA
ANCHURA DE
LA PUERTA MAS 2'
82 1/7
INT. O5L W/ASTO
DOOR WIDTH PLUS 2 1/2'
82 1/7
PUERTAS DOBLES CON ASTO Y CERROJOS
ANCHURA DE
LAS PUERTAS MAS 2 1/2'
82 1/2'
INT. DBL W/ROLLER CATCHES
DOOR WIDTH PLUS 2'
82 1/2'
PUERTAS DOBLES SIN ASTG
ANCHURA OE
LAS PUERTAS MAS 2'
82 1/2*
HOUSE TO GARAPE W5
DOOR WIDTH PLUS 2'
83'
PUERTA SOLIDA (ENTRE LA CASA Y EL GARAJE)
ANCHURA DE
LA PUERTA MAS 2'
83'
POCKET DOORS FRAME TYPE
LAS PUERTAS ESCONDIDAS
ACME (LADDER TYPE) SINGLE
DBL DOOR WIDTH PLUS 2'
84 3/8'
UNA PLIERTA ACME
ANCHURA OE
LA PUERTA DOBLE MAS 2'
84 3/8'
ACME (LADDER TYPE) DOUBLE
DBL DOOR WIDTH PLUS 11/7
84 3/8'
ACME PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 1 1/2'
84 3/8'
JOHNSON (VERT. STUD) SINGLE
DBL DOOR WIDTH PLUS 11-
84 31W
UNA PLIERTA JOHNSON
ANCHUAA DE
LA PUERTA DOBLE MAS P
84 3/8'
JOHNSON (VERT. STUD) DOUBLE
DBL DOOR WIDTH PLUS 0*
84 31W
JOHNSON PUERTAS DOBLES
ANCHURA DE
LAS PUERTAS MAS 0'
84 3/8'
BIPASS
LAS PUERTAS DUE SE PASAN
BIPASS W/DRYWALL JAMBS
DOOR CALL -OUT SIZE -1*
83 1/8*
CON JAMBAS DE YESO
TAMANO DE
LA PUERTA -1"
83 I1W
BIPASS W/WOOD 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 V7
DE HOJAS CON JAMBAS DE MADERA
TAMANO OE
LA PUERTA MAS 7
82 1/2'
BIFOLD WITH '1/2' JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4'
81 1/2' ON VINYL
DE HOJAS CON JAMBAS DE YESO
TAMANO DE
LA PUERTA MAS 1 1/4' 81 1/2' an vinilo
BIFOLD W/ORYWALL JAMBS
DOOR CALL -OUT SIZE PLUS 1 1/4'
82' ON CARPET
DE HOJAS CON 1/2' JAMSAS
TAMANO DE
LA PUERTA MAS 1 1/4' 82*
on alembro
STRUCTU
TH(S DRAWING HAS BEEN
STRUCTURAL REQUIREME
__TRnl
LEV,
MAR 13 2419
I A�HLU N—VAN
JOB#DZpj DA_
wat�
REVIEWED BY.
UPSTATE ENGINI
(206) 2804715 - semi"
R
R
tP E
LO
REVISIONS
4-
0
;Z CO
0 #1:
I-_
0 4-
W a) 0)
-C
U) C4
0
0
_j
LL
U) jI
0-
LL -0
0 Lf—
_j ED
4- to
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_j 0)
W
[If
W 0
[L a)
C:)
[if o X
IL L. CY)
EL N
U) in
0_� _0
W C:
= 0
F- E
0 _0 0
DO W
LU
N 0
LL1 14- U)
:r -1
29- 0"
5'
13- 2"
— 1j. 1.s,
3050 sh
W 3050 sh
4040 hs sg_
SW-2
Egress
vented frame
72"
19/A5
;ir
24
b
aD
alf w
11
A
Bsth
Bath
- -------
24E -----
24
i
Xx3-
mas Suite
�tn
3' 4"
41
', 1
1,11 Ted
4
WIC
WIC
DbI241
6. 8,._
6.
--'28
0-
tility
-
"1
El
D
V. VE�11
111
Eff 119
ELECTMAL LEGEM
Carbon Monoxide Dectector per 316
Smoke Dectector per 314
Surface mount Ilght
13 Recessed can light
Xw 50 cfm exhaust fan to ext,
X— xxx cfm spot/whole he exhaust
vtos Vent To Outside
Fan/Llght Combo
Slngle pole switch
8 way switch
Duplex outlet
220 volt outlet
an Ground Fault Interupt
Frost Proof Hoss Bibb
SW-2
skirt r
r�I
frame I
linen
62
J 20 1.<- 3' 71.
26
; q_ 0 ->t<- 3-
-10- 2" as
2 9
1 9
�-b F� 24
am 7_
Bath
[3 f
aftl
ces
26
B4
B3
10' 5"—
Egress
Egress
CL:
J0 :
I vented frame
vented frame
CD
Lr)
11, 01- 1/2�-'
----J
7S7
Second Floor
IAll wells Indicated
to be SW-1, UND,
STRUCTURAL LEGIBID
Headers 4x8 DF2 U.N,O. 2nd floor
GLB. 2-IF V4 U.N.O.
— - — - — -- Dbl F.J,
Beam
SW-1
— Shearwall
-1 Hold Downs
NOT6 All metal in contact with treated wood
Shall be approved for such contact
Additonal Specs on Sheets A5-8 & Stuctural t-btse attached
NOTS Notching and Boring holes in studs
For Interior and Exterior walls
per 2012 IRC R602.6 (1) & R602.6 (2)
2020
ILength of Dryer vent postedl
per IRCM 1504.5 1
�4d
Lr)
b
6)
Whole Hs Fan, Label shall be
fixed to control fhat reads,
Whole House Ventilation
See Operating instructions
2012 IRCM 1507,32
2 Story - 2 Car - 29 x 44 - 1945 sf - GL - Lot 7
F�
7
4"
F-
----------- I -----------
Truss
CD
65
4. Ll
F
C
- - - - - - - - -- -- - - - - - - - I
5"
FL
- - - - - - - - - -
- I
REVISIONS
Eng'd Truss 9 24" o,c.
i
UJ
0
U
n
5"
4
LL
0
0
7 - - - - -
- - - - - - - - - -
M
0
0
_j
LL
M CY)
0 11
Truss
L
W CL
Truss
r-
7 - - - - -
- - - - - - -
M @ 24' oc,
Roof Plan
0 4-
-j U)
Lr)
04-
-i
W CY)
4-
W 0
't-
0- 0)
o It-
= 0 X
L. CY)
0-
U) (n
or -0
W C
0 <
E
0 -a (-)
1:0 W C14
Cr
W
0
W V- U)
CN
STRUCTURAL REVIEW
THIS DRAININn HAS BEEN REVIEWED FOR
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELEVANT DOCUMENTS.
'OB11 DATE Iq
REVI BY
UPSTATE ENGINEERING
(205) 290-4715 —ic,s@,p,t8.—
VOID IF STA;4P INK NUT RED.
RESUB
JUL 2 5 2glS
13UILD
CrriPOGF'M�ftr
WALL PER �
FIT solo SUM
ARY HAR.S PER PLAN
SHEATHING PER FLA
"D M "
(OR ROOF TRUS9 W/
s7UD
TRUSSES OR RAFTERS PARALLEL TO WALL
SHEARWALL PER PLAN SHEARWALL PER "
TIGHT M sMo a" TIGHT PIT SNJD &N
W7
%ff, �
SOLMARY HAILS PER PLAN BUJMW RAILS HER
N'
RDDF SHEATHING PER RDOF SHEATHIN) HER PLAN
TRIM am) PER PLAN
2X 0MITBAKRIS
ROOF FRAHM FER SOLM am W
01- Md EA STLID
r2X LEM W1
Is.
led EA STUp
TRUSSr ERPENCICULAR TO WALL
2 LOW ROOF SHEAR S P �TRANSFER-TYP
Shea -ell par plan
King Stud contlnuous from
b.tto. to top plates
each side of opening LSTA21 w/ 10d Center & Edge
(typ 2) of opening (tWp 4)
1�� —
1-11 edge ..fflng�
Full Haight
WINDOW OPENING
2x flat blocking
between studs
as required (tUp 4)
oldown per plan
Holdown per plan PERFORATED SHEAR WALL DETAIL
.�A
�1/2 11 011
2x Blocking w/
Wall per plan---, I I M,Pfli—
Rim Joist —A N' FJ per plan
A35 per SW Schedule-'
Wall Framing per plan �Jl I
Shear Transfer 9 Cant, Joists
1/2" - 1- 0"
resist 200 lb load any dlrectlon
ReOSSS
Into floor
w/solld blocking
(3) i6d as
Underlayment zl�
-) J /�aff�
2x Joist
SRAL WALL END STUDS
18 Section View 1/2" - P 0"
-BALM
2Story— 2 Car— 29x44— 1945 sf — Lots56&7
:-:ILING FALSE BEAM
1/2" - 1' 0"
AIL
D.
L
a)
OL
c
L
12
'2
24" �,c,
,d
UZ
Eng p
R-49 RIG, Insulation
Dbl 2x top plate
4x8 #2 OF header
or as noted
2x F.J. per plan
Insul Hdr, R-10
20+ yr F.G, roofing
15# roofing felt
71 16 OSB sheathing x8 Rafters Q 24" O.C.
Insulation baffles Insulation baffles
X8 Rafte ' @
Z
nsulat,
oc n Framed roof olid Blocking
I I I % i I I A
lx8 Fa is :22xti UJ, lb" o,c,
215g Alum, Gutter
t opt
a)
8d Galv. 9 6' o,c.
diaph, to top plate)
if within 5' setback
no vented blocking
use Cor A vent/Smartvent opt
I hr const per IRG
8" Horz. Hardboard Lap Siding on 7# felt
7/16 OSB corner sheath nail 8d 9 8" edge/12" field (typ)
or per engineer calcs for shear
2.6 studs 16" o,c, #2 HF or better
R_21 RG, insulation attach stub or use 4 mil vb
1/2" GWB
24 base plate, w/18d 8" o,c, & 16d 9 6" o.c, slant nail
2xlO Rim Joist with 3 115d each Joist
2x6 pressure treated sill plate
Simpson A35 9 32" o,c,
Mudsill Anchor per schedule
2x F.J, per plan R-30
6" & 8" pe fnd wall #4 18" D.C. horz. & vert, min
6x12 & 3x16 footer Over 2' Hi - #4 10" o.c. horz,, 16" o.c, vert.
Slope grade Q 1/4" per foot away from foundation
4" perimeter drain in stone, connect to approved discharge to daylight
4' die. tightline roof drain separate from perimeter footing drain to daylight
18' min Crawl space, 12" min under beams
6 mil black vapor barrier with 12' lop seems
TYPICAL 2 STORY SECTION
1/4" - 1' 0"
Eng'd Truss / Site Frame
If open rail is used then space balusters
so a 4' sphere will not pass through
LSU 2 10 Hngr or A35
each stringer (typ)
6' 8' min. clearance
to nose of tread
Firestop adjacent wells per 708.2.1
At all stair locations
1 1/4" - 2" dia. continuous full length
handrail with 1 1/2" min. space to wall
Return ends to wall or terminate at
post per R311.7.8,2
Rail 34"-38" above stair
2x treads and Ix risers���
or
from nose of tread
2x4 16" o,c. studding
anchored to stringers and f'loor
GWB both sides continuous
36" wide min, lending
LSIJ 2 10 Hngr or A35
2x'2 Stringers
10" tread (.In 1011)
Max, 7 3/4" rise
w/ 3/4" to 1 1/4" nosing
6" sphere does 'not\ ' Fireprotect enclosed under stair walls
Guard/Handrail to sustain pass through and soffits with 1/2 GWB
Firestop Adjacent walls per R302.11
200 lb load 4" sphere does not
Balusters to sustain 50 lb load pass through
TYPICAL STAIR DETAIL
Per R311.5
1/4" - P 0"
Hdr
0
in 5i
0"
TYP WALL /
WINDOW SECTION
2nd Floor
1/41, - 11 0"
NOTE,
Splice and nail top plates as shown at all
Exterior wells, shear walls and at each
floor level and at roof,
TOP PLATE SPICE ELEV
1/4' — 1- 0- STRUCTURAL REVIEW
T IS DRAWING HAS BEEN REVIEWR—)FOR
STRUCTURAL REQUIREMENTS ONLY PER
THE ATTACHED RELEVANT OOrUMENT
DATE�12_�I
JOB#-O- �o
REVIEWED
UPSTATE ENGINEERI
S,
-8
REVISIONS
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—RESUB
JUL 2 5 2018
WILDING DEPARTMENT
CITY OF EDMONDS
W"IFER"
M Souo B=
MY WILS PER PAR
SHENTH1110 PER "
LIEDGER 71RUSS) W
J1
TRUSSES OR RAFTERS PARALLEL TO WALL
�RW� PER � SHEARW� MR
EIGHT FIT SOUM BING TICK FIT SOLID a"
TMWF'T
—T-
`HT ��ARY MILS MR �N BOUNDARY � MR �N
ROOF PER F40F SHEAT� PER
Tm- GM) PER PLM
V 2X —
ROOF FRAXNG MR S� MXG W/
rr' (2)- Md:E.:A S.TUD
2 So. r
X 1-80CEIR W/
09- led EA STUD
TRUSSES PERPENDICULAR TO WALL
2 LOW ROOF S H E;A R'�T R A N S �FE R - T Y P
OM 1/2" - P 0`
Wall per plan--, 2x Blocking w/
Edge Nailing
Rim Joist ----] I' FJ per plan
A35 per SW Schedule-'
Wall Framing per plan-��
TShear Transfer Q Cant, Joists
1/2" - F 0"
res1st 200 lb load any d1rection
J
Recess
Into f oor
Weld blockIng
Underlayrrent� (3) 16d ea sIde
2x JoIst
RAIL WALL END STUDS
Sectlon Mew 1/2" - P 0"
Shearwall per
"'g Stud continuous from
b0l.. to top plate"
each side of opaning,,,�LSTA21 wl 10d Center & Edge
(typ 2) of opening (tgp 4)
Hdr per plan
ien
—lamel edge n.11in��
Full Heigh
WINDOW OPENING
F(
I
F
bl-king
:.11:'n studs
; required (typ 4)
loldo- par plan
___j
Holdown per plan�� pERFORATED SHEAR WALL DETAIL
1/2" - 1' 0"
CATHEDRAL CEILING FAL
2 Story — 2 Car — 29 x 44 — 1945 sf — Lots 5 6 & 7
1/2" - 1' 0"
AIL
12 20+ wr RG, roofing :��
x1 Rafters Q
Insul.ti
Insulall
fing
15# roo 1:11t x8 Rafters 9 24" O.C,
7/16 OSB she ling
24" 0:-c' I I tion baffles Insulation baffles
Eng-dcl Truss (typ
R-49 F.G, Insulajtio�n lid Blocking — :Fr..2edroof olid Blocking
IX8 Fascia ;2x0 C.J. 10, o.c.
Db1 2x top plate 28g Alum, Gutter
4x8o#2 DF header 8d GaIv. Q 6" o,c.
r as noted diaph. to top plate)
0-
if within 5' setback
no vented blocking
CIL Cor A vent/Smartvent opt
I hr const per I
8" Horz, Hardboard Lop Siding on 7# felt
use
I OSB corner sheath nail 8d 9 6" edge/12" field (typ)
2x F.J. per plan or per engineer calcs for shear
2x6 studs 16" o.c. #2 HF or better,
Insul Hdr R-10 R-21 F.G, insulation attach stub or use 4 mil vb
1/2" GWB
CL
M base plate, w/16d 8" o,c. & 16d 9 6" o.c, slant nail
a) 2xI0 Rim Joist with 3 l6d each joist
CL
c M pressure treated sill plate
Simpson A35 Q 32" o.c.
-Mudsill Anchor or A.B. per schedule
Slab on grade
#4 18" o,c, horz, & vert, min
8" pc fnd .. -.1 Over 2. Hi - #4 10" o.c. horz., 16" o.c, vert,
oxiu fouler N Slope grade 9 1/4" per foot away from fnd
4" die' tightline roof draln'seper6ie from perimeter footing drain to daylight
6 mil black vapor barrier with 12' lap seams
TYPICAL 2 STORY SECTION
1/41, - 11 W
Eng'd Truss / Site Frame
If open rail is used then space balusters
so a 4' sphere will not pass through
or
LSU 210 Hngr or A35
from nose of tread
each stringer (tWp)
2x4 16" o.c, studding
anchored to stringers and floor
6' 8' min. clearance
GWB both sides continuous
to nose of tread
Firestop adjacent wells per 708.2.1
38" wide min. landing
At all stair locations
"LSU 210 Hngr or A35
1 1/4" - 2" dia, continuous full length
handrail with 1 1/2" min. space to wall
2x12 Stringers
Return ends to wall or terminate at
-10" tread (min 10.1)
post per R311.7 , 8.2
Ma.. 7 3/1` rise
Rail 34"-38" above stair nosing
w/ 3/4" to 1 1/4" nosing
2x treads and Ix risers
6" sphere does 'not
Fireprotect enclosed under stair walls
Guard/Handrail to sustain pass through
and soffits with 1/2 GWB
200 lb load 4" s here does not
Firestop Adjacent walls per R302,11
Balusters to sustain 50 lb load pass through
r,;;,\ TYPICAL STAIR DETAIL
Hdr
CD 0
S
TYP WALL /
WINDOW SECTION
2nd Floor
1/4" - P 0"
Per R311.5
1/4.1 - 1. 01.
REVISED PLAN APPR
CITY OF EDMONDS BUILDING
PLANS EXAMINERI
DATE 4/1/111
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,
1/41,
1. 01.
STRUCTURAL REVIEW
THIS DRAWING HAS BEEN REVIEWED FOR
MAR 3 2W
�A REe a`Z
6TTHRUA`r`r`A`CHED REULffEtVANT DOCUMENTS.
J013# 090-rDATE I
4'1&
" , i
REVIEWED BY
UPSTATE ENGINEERING
1206) 200-4716 - —1—@v
VOID 1P STAMPINKNO ftAA
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REVISIONS
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CN 1714
Upstate Engineering Services
PO Box 952 Lynnwood, Wa 98046
(205) 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 LOAD&
INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT
FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION,
FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 1500 PSF BEARING CAPACITY,
BOTTOM OF EXTERIOR FOOTING SHALL BE T-6' MINIMUM
BELOW OUTSIDE FINISHED GRADE.
COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE
OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE
PLACED IN MAXIMUM 8' LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE
MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED
BY ASTM D-1567 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-616. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO
ASTM A-185 AND SHALL BE 6X6 WIA X W1A, LAP ONE FULL MESH AT SPLICES
TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
BEAMS AND POSTS (4x- AND GREATER: DF-L#2
JOISTS / STUDS (2x-): HF#2 / STUD
GLUE LAMINATED BEAMS (GLB) 24F-V4 (241748 @ CANTILEVERS)
2x_ TIMBER SHALL BE KILN DRIED, GRADES SHALL CONFORM TO ?WWPA GRADING RULES FOR
WESTERN LUMBER?, LATEST EDITION, ROOF TRUSSES SHALL
BE DESIGNED IN ACCORDANCE WITH THE TPJ. AND THE IBC, ALL CONNECTIONS PER
180 TABLE 2304,91.
ROOFDIAPHRAGM INSTALL MINIMUM 1/2'CDX PLYWOOD (32/16) OR 7/16'OSB SHEATHING.
NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d
AT 6' O.C, AND INTERIOR SUPPORTS WITH 8d AT 12' O.C,, BLOCKING NOT REQUIRED,
FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING.
GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH
10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12' O.C., BLOCKING NOT REQUIRED.
MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE.
THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING
AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED.
DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO
BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
WIND DESIGN CRITERIA:
NOMINAL WIND SPEED - 85 MPH RISH CATEGORY 11
ULTIMATE WIND SPEED - 110 MPH IMPORTANCE, 1=1,0
WINDOW EXPOSURE, B Kzt = 1.00
SEISIMIC DESIGN CRITERIA:
EQUIVALENT LATERAL FORCE PROCEDURE
IMPORTANCE, le = 10
SS = 1260
Site Class, D
Si = 0.493
SEISMIC DESIGN CAT, D
SIDS = OAS
SEIS, FORCE RES. SYS, A,15,
SDI = 0.50
DESIGN BASE SHEAR = 6782 lbs
CS = 0.18
RISK CATEGORY 11
R = 6.5
SHEARWALL & HOLDOWN NOTES (U.N,O,) Upstate Engineering Services
PO Box 952 Lynnwood, Wa 98045 Date: 9/8/2017
(205) 280-4715 UpstateEngineerggmail.com Job # 0807
(1) Simpson or equal, Locate at end of shearwall u.n,o, Install
per manufacturer recommendations for foundation min end
distance and embedment, deepen foundation as required,
(2) Construct cripple wall same as shearwall (SW) above, and
gabel-end same as shearwall (SW) below,
(3) Requres 3x or (2)2x foundation sill plate
(4) Threaded rod and couler as required.
(5) Common nails, UNO: 8di(21,131"x2 1/2", 10d=0.148x3%
12d=0,148"x3 1/4", 1l5d=0.162"x3 1/2", 16d Sink ers=O, 148"x3 1/4"
(5) 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) UN0j When
specified spacing Is less than 24" o,c,, install A35's at roof solid
blVing 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 Q) 6" o,c, at
abutting panel edges,
(8) Anchor bolts shall be embedded at least 7" into concretel
there shall be a min of 2 bolts per piece with one bolt
located not more than 12" or less than seven bolt diameters from
each end of the piece, 2x min PT, UNO,
HOLDOWN SCHEDULE SIMPSON U.N.O.
Mark
Vertical
Horiz,
Hold down /
Strap *(D
Fasteners to
(2)-Studs Nin UNO
Foundation
Anchorage X(l)(4)
Comments
T-1
STHD14/14RJ
(38)/(30) - 1155d
N/A
SHEARWALL
SCHEDULE
Sheathing -Applied to
Sheathing
Edge Nails #5
Roof to Top Plate
Sill
Plate
Anchors w/
Mark
2x HF studs Q 15" o,c.
All
Edges Blocked
Base Plate
Floor to Top Plate
3" x
3" x
1/4"
washers
X(2)
U,N.0,
Below
(do
not
penetrate post flush)
Nailing
#5
& Sill Plate *(15)
see
note
X(8)
SW-1
7/15"
CSB
8d
9 5"
o.c, (12" o,c, f Id.)
115d 9
12" o,c
H 1 9 24" o,c,
5/8"
dia
x i0"
AB's 9 60" o.c,
or A35 9 24" o,c,
SW-2
7115"
OSB
8d
9 4"
o.c, (12" o.c, fld,)
16d Q
8" o.c.
A35 9 20" o.c,
5/8"
dia
x 10"
AB's 9 48" o,c,
SW-3
7/ 15"
OSB (*7)
8d
Q 3"
o.c, (12" o,c, fld,)
115d Q
5" o,c,
A35 9 15" o,c,
5/8"
dia
x 10"
AB's 9 48" o.c,
SW-4
7/16"
OSB (*7)
8d
9 2"
o,c. staggered
115d 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
OSB Both Sides (X-7)18d
9 2"
o,c. staggered
See Detail 1
/ A2
1
�71115
(12" o,c, f1d.)
2 Story — 2 Car — 29 x 44 — 1945 sf — Lots 5 6 & 7
I RUCTURAL REVIEW
K
TH S DRAWING HAS BEEN REVIEWED FOR
STRucTURAL REQUIREMENTS ONLY PER
THE ATTAMCHELEVANT DOCUYEN
J0B# DATE
REVIEWED
UPSTATE ENGINEERING
(206� 2801715 -
VOID IF STAMP JNK NOT RED.
I
(5
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REVISIONS
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RESUB
JUL 2 5 2018
BU&%NG DEPAOR T NT
OF EDM NM DE
S
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 I" air space on the underside of the roof
sheathing for save to peak inlet/outlet air flow,
Vent Blocksi three (3) 2" diameter holes = 5,59 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,
Screen, 1/4' corrosion resistant metal mash required.
Gable and Roof Ventst locate as high as possible. Crawl
space ventsi minimum I square foot per 150, square foot
of foundation area,
Source specific ventilation systems, 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 sl required with automatic
and manual overide controls capable of allowing
continuous and intermittent operationj 24 hour automatic
control must provide minimum of two 2 hour ventilation
cycles each day. AC/H: minimum 35 and maximum .5 air
changes per hour, CFM, minimum 15 cfm in each
bedroom plus 15 ofm for combined living area Sone
ratingi maximum 1.5 at 0,1 inch water gauge. Fan cfm flow
ratingi 0,25 inch water gauge static pressure. Duct
terminations: terminate outside the building with back
draf t dampersj Exhaust ductsi insulated with R-4 within
unconditioned spaces. Supply ductsi Insulated with R-4
within conditioned spaces
Interior doorsi not to impede air flow to whole house
exhaust fan,
Air Inletsi outdoor fresh air to be screened and
protected from entry of insects, leaves and debris
Locate away from noise and air pollutionj do not
connect to attic, crawlspace, hazardous or unsanitary
areas, fuel burning appliance areas, minimum 10' from vent
opening of plumbing drainage system, appliance vent
outlet or other source of odors, fumes or flammable
vapors unless inlet Is at least 3' below such vent
openingi Each habitable area shall have outdoor air
inlets with controllable secure opening of at least 4
square inches at top of wall or windows with back draft
dampers. Alternate fresh air supplyt integrated with
furnace; with 6" diameter duct from exterior to return
air plenum with manually adjustable flow damperl 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 sealed,
with firestops as requiredl exterior wall electrical
boxes sealed or gasket provided at device plates.
Rim Joisti to be sealed at heated floors or covered with
exterior infiltration wrap such as tyvek and fully insulated,
Recessed Light Fixtures; to be type IC rated with no
penetrations to ceiling cavity and sealed, or gasketed to
prevent air infiltration, or any type rating located within
an air tight enclosure, or type IC labeled to be maximum
2 cfm at 75 pascals.
Joint seals, gaskets, weatherstrippng' 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 Barriert 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 1116" gaps) faced
insulation, 4 mil poly vapor barrier with sealed or, 66
lapped joints, or low perm rated U or less) interior
paint (show proof),
Crawl Space Vapor Barrieri cover exposed ground with 6
mil black poly or equivalent with 12" overlaps extended
to foundation walls,
INSULATION (heat calculations and wall and ceiling R
values by others) fill open and isolated exterior
cavities with uncompressed Insulation (not to be
compressed by mechanicals); used properly stapled
faced batts or separate vapor barrier as described
abovel use rigid insulation board behind recessed wall
fixtures; under floor insulation support by twine, lathe
or other means not relying on batt compression; 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 insulationi interior furring for insulation
batts or protected R-10 rigid foam board or permissablei
supply duct insulationi R-8 in open area; R-5 in slab;
installed according to WSEC table 4- 15; pipingi hot
water, steam heat and recirculating hot water pipes to be
insulated with R-3 according to WSEC table 4-1
R312.6 Freeze Protection
No water, soil, or waste pipe shall be installed or permitted
outside of a building or in an exterior wall unless, where
necessary, adequate provision is made to protect such pipe
from freezing. All hot and cold water pipes installed outside
the conditioned space shall be insulated to a min R-4,
R802.3 Framing Details.
At all valleys and hips there shall be a valley or hip rafter
not less than 2 inch (51mm) nominal thickness and not less In
depth than the cut end of the rafter.
R312,2,1 Window Sills.
In dwelling units, where the opening of an operable window
is located more than 72 inches (1829mm) above the finished
grade or surface below, the lowest part of the clear opening
of the window shall be a min of 24 inches (810mm) above the
finished floor of the room in which the window is located.
Operable sections of windows shall not permit openings that
allow passgae of a 4 inch diameter (102mm) sphere where such
openings are located within 24 inches (610mm) of the finished
f loor.
Exceptionsf
1. Window whose openings will not allow a 4 inch diameter
(102mm) sphere to pass through the opening when the
opening is in its largest opened position,
2, Openings that are provided with window fall prevention
devices that comply with ASTM F 2090.
WSEC R4013 Certificate
A permanent certificate shall be completed and posted on or
within 3 feet of the electrical panel by the builder or
registered design professional. The certificate sahll list the
R values of the insulation installed in or on ceilling/roof,
walls, foundation, and ducts outside of conditioned spacesj
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— 2Car— 29x44— 1945 sf — Lots56&7
GENERAL SPECIFICATIONS
ADDRESS SIGNSi prominently displayed in contrasting
color, plainly visible from the street,
SAFETY GLASSi comply with IRC R308, Federal and
State regulations.
SKYLIGHT& double, dome, shatter resistant, plastic, type
CC2, with 5" minimum crown or double glazing laminated
saf ety glass; self flashing assembly or provide minimum
curb.
FRAMING DETAIL INSPECTION all holdowns, framing
anchors, and shear wall nailing to be exposed until after
inspection,
EGRESS WINDOWSi Per R310.1 maximum 44" fromfloorto
finished sill; net opening minimum 5 sf 9 grade,5.7 square
feet abv; minimum sash width 20" and minimum sash height
24".
TUB & SHOWER firestop showers minimum
30" D. with surfaces of 1024 S.I. smooth non-absorbant
wainscot up 70" with wafer proof gypsum wallboard
backing with no vapor barrier allowed behind at exterior
walli 2.5 gprn shower flow restrictorsj Safety Glass
enclosures,
STAIRSi (perR311.5) risers 7 3/4" maximumj treads 10"
minimuml handrail height between 34" and 38" above
nosing with diameter of 1 1/4" to 2" andends returned to
wall or newel post, 1/2" GWB on walls and
ceilings under stairs, firestop between
studs and stringersj 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
FOOTINGSt exterior footings to extend 18" below gradej
Interior crawlspace footings to extend 8" below grade;
strip all decomposable forming material before backfilling,
GARAGE APPLIANCE& all electrical devices (swithces,
burners, and pilots) minimum 18" above f loor; appliances
to be UL approved with auto shutoff switch; protection
bollard clucting in to garage to be 28 guage galvinized
(w/no openings) secure HW tank w/2 steel straps top&btm
and set on R-10 Insulation board basal extend pressure
relief line from valve to exteriorl HW tank to be labeled
1987 NAECA.
HARDWARE:
All finish hardware shall be Schalge or approved equal.
GARAGE FIRE SEPERATION WALLi Type X1
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,
FIREPLACEs UL Approved with label displayed; 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 volf and battery backup interconnected In each
bedroom and level, Locate near the high point in rooms
with sloped ceilings,
Carbon Monoxide Dectors required outside ea sleeping area
per R315
TYPICAL ROOF SHEATHING
1/2" CM Plywood index 32/16, unblocked, w/ face grain
perpendicular to framing below, stagger end joints. Nail as
f ollowsl
Diaphragm Boundary and over
exterior walls and shear wallsi 8d Q 6`o,c,
All supported edgest 8d Q 15"o,c,
Fieldi 8d 9 12"o.c.
TYPICAL FLOOR SHEATHINGi
3/4" T&G, CDX Plywood, index 40/20, unblocked, laid up w/
face grain perpendicular to framing below, stagger end joints,
Nail as followst
Diaphragm Boundary and over
exterior walls and shear walls: 8d 9 15"o.c.
All supported edges: 8d 9 15"o.c.
Fieldi 8d Q 10"o.c.
Structural I Grade, conforming to U.S. Product Standard PS I
and shall be pressure treated
FRAMING/SHEATHING LUMBERi
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 2016.
All now framing members, rafters, joists, and beams shall be fastened
with 'SImpson' metal connectors or approved equal to provide a continuous
load path from roof to foundation to resist high wind forces.
All finish surfaces shall receive 1 coat prime and 2 coats finish paint,
Provide 5/8' Ext plywood w/Bldg wrap underlayment behind Ext Siding thruout,
Structural Timber shall be DF/L Species meeting following min grades/stresses
as established by the Western Wood Products Association:
Beam #1
Joists & Rafters #2
Studs & Plates Construction 9 T—R—U C--T—U I � —�Ln! E'�
EN REVIEWED F
THIg'c)RAwiNG HAS BE Ts 014LV PER
STRUCTURAL REQUIREMEN S
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--RESUB
JUL 2 5 2018
81&Dry'NG [I-ARTMENT
OF EDMOpMS
Window, Skylight and Door Schedule
Project Information Contact Information
Mietzner Home Builders, LLC Mike Mletzner
244th at Edmonds Miken)@mletznergroup.com
2944 plan 425 212-2491
WIdthHeIght
Ref, U-factor QtFeeinFeeInch Area UA
Exempt Swinging Door (24 sq, ft, rriaxJ 030 1 2 86 8 17,8 533
Exempt Glazed Fenestration (16 sq. ft. rnax) 0.0 0.00
Vertical Fenestration (Windows and doors)
Component
WidthHeIght
Description
Ref. U-factor QtFesInFeelnch Area UA
6040 he
020
1 6 4
20.0 620
4040 he
030
8 4 4
48.0 14AO
4046 hs
0190
1 4 4 6
18.0 5.40
5WO he
030
2 5 6
60.018.00
2M
020
3 2 2
12.0 3,60
Iwo
030
1 1 a
6.0 IBO
3016
030
1 3 1 6
45 135
2040 sh
0180
'1 2 4
8,0 2AO
2640 sh
0,30
1 2 64
10.0 3.00
3050 sh
030
2 3 5
30JO 9.00
SWO an
030
1 a 6
1130 5AO
2650 sh
020
1 2 65
12.5 8.75
3WO store
020
1 a 8
24.0 720
6080 sgd
030
1 6 8
48.0 14AO
Sum of Vertical Fenestration Area: 319.0 UA: 95.70
Vertical Fene 030
Overhead Glazing (Skylights)
Component WldthHelght
Description Ref, U-factor QtFeeInFeeInch Area UA
0.0 0.00
Sum of Overhead Glazing Area: 00 UA: 0.00
Overhead Glazing Area Weighted U: 0.00
Total Sum of Fenestration Area and UA (for heating system sizing calculations): 3368 UA: 101.03
2 Stor
Simple Heating System Size: Washington State
This heating system sizing calculator Is based on the Prescriptive Requirements of the 20`15 Washington State Energy Code (WSEQ
Contact Information
Mike Mletzner
mIkem@mIatznergroupx)om
426 212-2491
Instructions Design Temperature Difference (70 46
?T = Indoor (70 degrees) - Outdoor Design Temp
Conditioned Floor ArBa
Instructions Conditioned Floor Area (sq ft) 1,945
Average Ceiling Height Conditioned Volume
Instructions Average Ceiling Height (ft) 85 16,533
LI-Factor X Area = UA
Instructions 030 337 10`110
U-Factor X Area = UA
Instructions 0150
Attic
U-Factor X Area = UA
Instructions
0.&)6 11190 30.94
Single Rafter or Joist Vaulted 0911ings
U-Factor X Area
UA
Instructions
No selection
Above Grade Walls (see Figure 1)
U-Factor X Area
ILIA
Instructions
02W 1,005 6628
Floors
U-Factor X Area UA
Instructions
O.M 1,190 3451
Below Grade Walls (see Figure 1)
U-Factor X Area
UA
Instructions
0.042
Slab Below Grade (see Figure 1)
F-Factor X Length
UA
Instructions
0570
Slab on Grade (see Figure 1)
F-Factor X Lergth
UA
Instructions
0.540 -
-
Instructions
Duct Leakage Coefficient
'120
- 2 Car - 29 x 44 - 1945 sf -' Lots 5 6 & 7
Sum of UA 22283
Envelope Heat Load '10,260 Btu / Hour
Sum of UA X ?T
Air Leakage Heat Load 82113 Btu / Hour
Volume X OB X ?T X .018
Building Design Heat Load 18,464 Btu / Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load 18,464 Btu / Hour
Ducts In unconditioned space; Sum of Building Heat Loss X 12
Ducts In conditioned space: Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 25,849 Btu / Hour
Building and Duct Heat Loss X 1A@ for Forced Air Furnace
Building and Duct Heat Loss X 125 for Heat Pump
Prescriptive Energg Code Compliance -All Climate Zones in Wa
Project Information Contact Information
Mietzner Horne Builders, LLC Mike Mletzner
244th at Edmonds MIkern@mI9tznergroupoom
2944' plan 426 212-2491
This project will use the requirements of the Prescriptive Path below and Incorporate the
the minimum values listed, In addition, based on the size of the structure, the appropriate
number of additional credits are checked as chosen by the permit applicant.
Authorized Representative -Date
All Climate Zones
R-Valuea U-Factora
Fenestration U-Factorb n/a 030
Skylight U-Factor n/a 0.50
Glazed Fenestration SHGC n/a n/a
Celllngk 49J 0.026
Wood Frame Waligmn 21 Int O.W6
Mass Wall RValuel 21/21h 0.056
Floor 30g 0.029
Below Grade Wallcm 10/16/21 Int + 0042
Slabd R_Value & Depth 10, 2 ft n/a
'rable R402.1.1 and Table R4021S.Fbbtnotes Included on Page 2.
Each dwelling unit In a residential building shall comply with sufficient options from Tabl
J E
F
o'
1. Small Dwelling Unit: 15 credits
Dwelling units less than 1500 square feet In conditioned floor area with less than
2, Medium Dwelling Unit� 35 credits
All dwelling units that are not Included In #1 or #3. Exception: Dwelling units ser
3. Large Dwelling Unit: 45 credits
Dwelling units exceeding 5M square feet of conditioned floor area,
4. Additions less than 500 square feet: 5 credits
REVISIONS
Table B4062 Summary
Option Description Credlt(s)
la Efficient Building Envelope la 05
11c Efficient Building Envelope lb 110
lo Efficient Building Envelope Ic 2.0
ld Efficient Building Envelope ld 05
-
2a Air Leakage Control and Efficient Van 05
2b Air Leakage Control and Efficient Ven 1.0
4-
0
2c Air Leakage Control and Efficient Ven 15
Sa High Efficiency WAC Sa 1.0 1.0
3b High Efficiency HVAC Sb 1.0
,9c High Efficiency HVAC So '15
Sd High Efficiency HVAC 3d 1.0
4 High Efficiency HVAC Distribution Sys '12 12
4- t�,
5a Efficient Water Heating 5a 05 05
(S)
6b Efficient Water Heating 51b 110 1.0
-a
6c Efficient Water Heating 6c 1.6�
5d Efficient Water Heating 5d 05
6 Renewable Electric Energy 0.5 *1200 kwh 0.0
04
Total Credits 350
N,
*Please refer to Table R4062 for complete option descriptions
C I D CY)
Table R402,1.1 Footnotes
For SI: 1 foot � 3048 mm, cl � continuous Insulation, Int � In
W
U) CL
-0
WSEC 2015 Energy Code Compliance Sec-L R401
Glazing Is less than 215% of conditioned floor area
Zone 6 climate zone
Prescriptive Option 1: Windows U.30, Walls R-21; Ceiling R_49, Floor R-30, Slab 10/15/21+TB per Table R402.11
00
Provide depth markers for blown attic Insulation
0 (0
Windows will be U 20 or better. Overhead glazingi U B0. Doors: U20
_J in
Ducts outside of conditioned space will be sealed and tested to RSS3 per IRC
_J U') 00
Ducts In conditioned space will be Insulated to R_30, or as close as possible
C")
a)
8% total, 6% to exterior or less
W 0
Ducts tested per R4033
_J
A continuous air barrier shall be Installed on the bIdg envelo pe, sealling all gaps.
4-
W f-)
Comers and Headers shall be Insulated
a)
0 -
Seal Garage walls to conditioned space, recessed lights, envelope jambs, knee walls, top plates and sills.
(If 0 X
(14
Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/gasketed doors).
CL L.
CIL (Y)
A 6-2 day proprammable thermostat will be provided for primary HVAC system per R403.1.1 - all other adjustable
U)
IQ tn
Lu -a
B�ERGY CREDITS
C
0
3a - Gas Furnace - W1. efficiency - Max 25,1349 BTU - 'I energy credit
E r J
0 _0
4 - Furnace/ducts Inside conditioned space - I energy credit
Co W N
6a - flow restrictions 1,75/1 gpm - 5 energy credit
5b - Tankless Gas HW will be provided with min EF: 749/o rating for `1 energy credit
M 4- >_
W co
Vapor Retarder for Bldg Envelope per R7027 - class I or 11 unless exceptions met
ckf
N = 0
Lighting: 75% of all Interior lighting will be High Efficiency bulbs per R4041
4-
I- U)
Ext Lighting will all be High Efficiency per IRC
W
Pq It -
All Flourescent tubes will be R-8 W diameter) per IRO
X: (,4 (14
Energy Code Compliance Certificate posted per R4013 @ Furnace, In Utility rm, or other approved location
No wall stacks will be contained In any exterior wall cavities
All return air will be ducted (no joist bays)
Blower door test Is manditory per 2015 WSEC to <= 5 ACH @ 2 In pressure (50 Pascals) w/sIgned report
Water Supply piping shall be Insulated to min R-3
Exhaust openings must be S' away from all openings.
Max equivalent length of Dryer vent Is 35' (excluding vert transitions)(reductlons for 46d and 90d elbows)
Ventilation: 150 cfm @ 50% run time per N4150733 located upstairs Hall Bath
RESue
JUL 2 5 2018
BUMITEPM-ar
Window, Skylight and Door Schedule
Project Information Contact Information
Mietzner Home Builders, LLC Mike Mletzner
244th at Edmonds Mikem@mletznergroupcom
2944 plan 426 212-2491
WidthHeIght
Ref. U-factor QtFeelnFeeInch Area UA
Exempt Swinging Door (24 sq. ft. max.) 030 1 2 86 8 17B 633
Exempt Glazed Fenestration (16 sq. ft. mW 02 020
Vertical Fenestration (Windows and doors)
Component
WIdthHeIght
Description
Ref, U-factor OtFeeInFeelnch Area UA
6040 he
030
1 6 4
20.0 620
4040 hs
&30
3 4 4
48.014AO
4046 hs
030
1 4 4 6
18.0 5AO
5060 Ins
020
2 5 6
60.018.00
2020
M
8 2 2
12.0 360
ifflo
030
1 1 6
6.0 180
3016
030
11 3 1 6
45 135
2040 sh
030
1 2 4
82 2AO
2640 sh
Oslo
1 2 64
10.0 3M
3050 sh
020
2 3 6
80.0 9.00
3WO sh
030
1 3 6
18.0 5.40
2650 sh
020
1 2 65
12,15 3.76
3080 store
M
1 3 8
240 720
6080 sgcl
030
1 6 8
48b 14A0
Sum of Vertical Fenestration Area: 319.0 UA: 95.70
Vertical Fene 0,30
Overhead Glazing (Skylights)
Component WidthHeight
Description Ref.Ufactor QtFeeInFeelnch Area UA
0.0 0.00
Sum of Overhead Glazing Area: 0.0 UA: 000
Overhead Glazing Area Weighted U: OM
Total Sum of Fenestration Area and UA (for heating system sizing calculations): 8368 UA: 10108
Simple Heating System Size: Washington State
This heating system sizing calculator Is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC)
Contact Information
Mike Mletzner
mlkern@mletnergroup,00m
425 2`12-2491
Instructions
Design Temperature Difference (70 46
?T Indoor 70 degrees -)_--Outdoor Design Tamp
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ffl 1,945
Average Ceiling Height
Conditioned Volume
Instructions Average Ceiling Height (ftl
85 16,63,9
U-Factor X Area = UA
Instructions
030 337 101.10
U-Factor X Area = LIA
Instructions
050
Attic
U-Factor X Area UA
Instrudons
0.028 1,190 3M
Single Rafter or Joist \/suited Callings
U-Factor X Area UA
Instructions
Nib selection
Above Grade Walls('( see Figure 1
U-Factor X Area UA
Instructions
0.056 Ifim 6628
Floors
U-Factor X Area LIA
Instructions
0229 391 11.34
Below Grade Walls (see Figure 1)
U-Factor X Area UA
Instructions '
0.042 f
Slab Below,brade (see Figure 1)
F-Factor X Leqth UA
Instructlorp
0.570
Slab on Gfada (see Figure 1)
F-Factor X Length UA
Instructidns
0.640 132 7.128
Instructlpns
Duct LeakageCoafficlent
Sum of UA 270.94
Envelope Heat Load 12A68 Btu / Hour
Sum of UA X ?T
Air Leakage Heat Load 8,213 Btu / Hour
Volume X 06 X ?T X.1`18
Building Design Heat Loa( 20,677 Btu / Hour
Air Leakage + Envelop( Heall Loss
Building and Duct Heat Lcad 20,677 Btu / Hour
Ducts In unconditioned spac*: Sum of Building Heat Loss X IJO
Ducts In conditioned space: 3urn of Building Heat Loss X 1
Maximum Heat Equipment Outpit 28,947 Btu / Hour
Building and Duct Heat LossX I AO for Forced Air Furnace/
Building and Duct Heat Loss:X 126 for Heat Pump
2Story- 2 Car- 29x44- 1945sf -'Lots5 6 &7
Prescriptive Energy Code.: Compliance -All Climate Zones in Wa
Project Information .4ntacrt Information
Mletzner Home Builders, LLC Mike Mletzner
244th at Edmonds Mlkerr @mletznergroupcom
,C
2944' 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 Eire chocked as chosen by the permit applicant.
Authorized Representative -.___Date ......
All Climate Zones
R-Valuea ULFactora
Fenest'atlon U-Factorb n/a 030
Skylight U-Factor n/a 050
Glazed Fenestration SHOC n/a n/a
QsIIIngk 49J 0.026
Wood Frame Wallg,mn 21 Int 0268
Mass Wall R-Valuel 21/21h 0.056
Floor sog em
Below Grade Wallcm 10/15/21 Int + 0.042
Slabd RValue & Depth 10, 2 ft n1a
'Table R402.1,1 and Table R402,13 Footnotes Included on Page 2.
Each dwelling unit In a residential building shall comply with sufficient options from Tabi
1, Small Dwelling Unit: 15 credits
Dwelling units less than 1500 square feet In conditioned floor area with less than
2. Medium Dwelling Unit: 95 credits
All dwelling units that are not Included In #1 or #3. Exception: Dwelling units ser
3. Large Dwelling Unit: 45 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
4. Additions less than 5W square feet:. 5 credits
Table R4082 Summary
Option Description Credit(s)
la Efficient Building Envelope la 05
lb Efficient Building Envelope lb 10
1c Efficient Building Envelope lo 22
Ild Efficient Building Envelope ld 05
2a Air Leakage Control and Efficient Van 05
2b Air Leakage Control and Efficient Van 1.0
2c Air Leakage Control and Efficient Van 15
3a High Efficiency WAC Sa 110
3b High Efficiency WAC 3b 1.0
So High Efficiency HVAC So 15
3d High Efficiency WAC 3d 1.0
4 High Efficiency WAC Dlstrlbutlon Sys 1.0 1.0
Be Efficient Water Heating 6a 05 Ob
6b Efficient Water Heating 6b 1.0 1.0
5c Efficient Water Heating 6c 15
5d Efficient Water Heating 5d 05 RrVISrD PLANAPPROVED
6 Renewable Electric Energy 05 *1200 kwh 0.0 C11" E'WNIONDS BUILDING DIvISION
Total Credits 350
*Plaase refer to Table R4082 for complete option descriptions PLANS FXAMINER
Table R402.1.1 Footnotes rTE
For SI: I foot � 304B mrn, cl � continuous Insulation, Int x In DA 4
WSEC 2015 Energy Code Compliance Sect R401
Glazing Is less than 250/. of conditioned floor area
Zone 6 climate zone
Prescriptive Option 1: Windows UOO, Walls R-21; Ceiling R49, Floor R30, Slab 10/15/21+TB per Table R402.1.1
Provide depth markers for blown attic Insulation
Windows will be U 20 or better. Overhead glazing: U .60, 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 R30, or as close as possible
80/6 total, 6% to exterior or lees
Ducts tested per R4032
A continuous air barrier shall be Installed on the bldg envelope, sealing all gaps.
Corners and Headers shall be Insulated
Seal Garage walls to conditioned space, recessed lights, envelope jambs, knee walls, top plates and sills.
Insulate around all plumbing, wiring and devices, shower stalls, register boots, fire places (w/gasketed doors),
A 5-2 day proprammable, thermostat will be provided for primajy HVAC system per R40311 - all other adjustable
ENERGY CREDITS
3a - Gas Furnace - gel. efficiency - * 28�647 JB�U - 1 energy credit,
4 - Furneoe/ducts Inside conditioned 6pacs.- lenergy credit
6a - flow restrictions 1.76/1 gpm - 5 energy credit
5b - Tankless Gas FW will be provided with min ER 74% rating for 1 energy credit
Vapor Retarder for Bldg Envelope per R7027 - class I or 11 unless exceptions met
Lighting: 75% of all Interior lighting will be High Efficiency bulbs per R404.1
Ext Lighting will all be High Efficiency per IRC
All Flourescent tubes will be M (1' diameter) per IR0
Energy Code Compliance Certificate posted per R4KS @ Furnace, In Utility rm, or other approved location
No wall stacks will be contained In any exterior wall cavities
All return air will be clucted (no joist bays)
Blower door test Is mandItory per W6 WSEC to <= 5 ACH 0 2 In pressure (50 Pascals) w/signed report
Water Supply piping shall be Insulated to min R-S
Exhaust openings must be 9 away from all openings,
Max equivalent length of Dryer vent Is 36 (excluding vert transitions)(raductions for 45d and 9W elbows)
Ventilatlont `160 cfm 0 501% run time per M150733 located upstairs Hall Bath
REEIVIV, IRCA111111
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