BLD2019-0279f 4
of E 13,V
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 08/12/2019 Pernit #: BLD20190279
Expiration Date: 08/1
Parcel No: 00548900001915
BRIAN DAWSON
113 2 VIEWLAND WAY
EDMONDS, WA 98020
(206) 265-9208
IC
Proj*eqlt Address: 1132 VIEWLAND WAY, EDMONDS
,vw^vv
JOSHUA BRINCKO
5406 SW BEACH DRIVE TERRACE
SEATTLE, WA 98116
OWNER
LICENSE #: EXP:
JOB DESCRIPTION
ADDITION OF COVERED DECK AT REAR OF SFR, BEDROOM OVER EXISTING GARAGE AND NEW A SHED. BATHROOM
REMODEL. NEW HOT TUB.
VALUATION: $116,201
PERMIT TYPE: Residential
PERMIT GROUP: 02 - Addition
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION: VEI
RETAINING WALL ROCKERY:
OCCUPANT GROUP: R3
OCCUPANT LOAD:
FENCE: 0 X 0 FT.)
CODE: 2015
IOTHER: ------- OTHER DESC:
I ZONE: RS- 12
INUMBER OF STORIES: 2
VE ST ED DAT E:
INUMBER OF DWELLING UNITS: I
LOT #:
EXISTING AREA
BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
PRO POSFD AREA
BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 260
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13 RD FLOOR: 0 GARAGE: 0 DECK: 540 OTHER: 23
BEDROOMS: 0 BATHROOMS: 0
IBEDROOMS: I BATHROOMS: 0
FRONTSEMACK
SIDESETBACK
REAR SETBACK
REQUIRED: N 25 PROPOSED: 29.3 (no
REQUIRED: W 10 PROPOSED: 17.5
REQUIRED: S 25 PROPOSED: 53
change)
HEIGHT ALLOWED:O PROPOSED:O
REQUIRED: E 10 PROPOSED: 10.75 (no
change)
SETBACK NOTES: Through lot; roofofcovered deck is less than existing house roofheight
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO
PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION
INSURANCE AND RCW 18:27.
TH T!�`FY
*A�`PLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL 0, IS/HIERD ND ALL) FEES ARE PAID.
I I &::��
'gh-Lbri v- �w � v fflldlK
Signatui—e-- Print Name Date 'F;Celeased By Dat4
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10.
= FIRE = APPLICANT = ASSESSOR EX CrTy
31�.
STATUS: ISSUED BLD20190279
CONDITIONS 1
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check the job card for all required City inspections including final project approval and final
occupancy inspections.
• Any request foraltemate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances orpolicies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
• Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound/Noise originating from temporary construction s ites as a result of construction activity are exempt fi7orn the noise limits
of ECC Chapter 5.30 only during the hours of 7:00arn to 6:00prn on weekdays and 10:00arn and 6:00prn on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harn-dess the City of Edmonds, Washington, its officials, employees, and agents fromany and all claims for damages of
whatever nature, aris ing directly or indirectly fromthe issuance for this permit. Issuance of this pennit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor lirnit in any way the City's ability to enforce any ordinance
provision.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00.005(A)(6)
BUILDING
ENGINEERING (425) 771-0220 EXT. 1326
1. Go to: www.edmondswa.gov
Building Department Inspections
2. Then: Services
are now scheduled online. If you
FIRE (425) 775-7720
3. Then: Permits/De\elopment
ha\e difficulties, please call the
4. Then: Online Permit Info
Building Department front desk for
PUBLIC WORKS (425) 771-0235
5: If you don't have one already, create a
assistance during office hours.
login (upper right hand comer)
(425) 771-0220
RECYCLING (425) 275-4801
6: Schedule your inspection
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-Preconstruction meeting
• B-Setbacks
• B-Footings
• B-Foundation Wall
• B-Isolated Footings/Piers
• B-First Floor Framing
• B-Plumb Rough In
• B-Gas Test/Pipe
• B-Mechanical Rough hi
• B-F.)derior Wall Sheathing
• B-Roof Sheathing
• B-Framing
• B-Insulation/Fnergy
4
I.
file. IS91J
BUILDING PERMIT
APPLICATION
Development Services
Building Division
121 5th Ave N / Edmonds, WA 98020
425.771.0220
For handouts, submittal requirements, permit status and inspection
scheduling information go to: http:/Iwww.edmondswa.gov/
JOB SITE INFORMATION/LOCATION: (Where the work is taking place)
Job Site Address: 1132 VIEWLAND WAY,EDMONDS WA 98020
Parcel
00548900001915
Lot /Unit/Suite #: Lot 15 Subdivision: 5 Acre Tracts (5489)
PROPERTY OWNER:
Name: BRIAN DAWSON
Mailing Address'. 1132 VIEWLAND WAY
City/State/Zip: EDMONDS WA 98020
Phone #: 206-265-9208
Email: BRIAN@DAWSONGROUPCPA.COM
OWNER INSTALLATION: *If yes, read and sign*
Will work be performed by the property owner? �(Yes 0 No
I own, reside in, or will reside in the completed structure.
This installation is being made on property that I own which is
not intended for sale, leas nt, exchan ding to
RCW 18.27.090.
Owner Signature:
APPLICANT / CONTACT INFORMATION:
Name of Applicant: S. Joshua Brincko
Mailing Address: 5406 SW Beach Drive Terrace
City/State/Zip: Seattle, WA 98116
Phone #: 206-708-9933
E-mail: josh @josharch.com
GENERAL CONTRACTOR: (If different from applicant)
General Contractor:
Mailing Address:_
City/State/Zip:
Phone #:
E-mail:
WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE:
CITY OF EDMONDS BUSINESS LICENSE #:
Office Use Only
TYPE Of PERMIT (Provide
0 Accessory Structure/
Detached Garage
Details on Page 2)
Addition deck +bedroom
11 Demolition
0 Mechanical
• New Single Family / Duplex
0 Plumbing
• Fire Sprinkler
El Remodel
El New Commercial/ Mixed Use
1:1 Re -Roof
0 Signs
0 Tank
El Tenant Improvement
rO Other
Remodel Permit fees are based on:
The value of the work performed. Indicate the value (rounded to
the nearest dollar) of all equipment, materials, labor, overhead,
and the profit for the work indicated on this application.
Valuation:
PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION
Basement sq ft: Finished CX Unfinished 0
ist Floor, sq ft:
2nd Floor, sqft:
260
Garage/Carport:, sq ft:
Deck/Covered Porch/Patio:
540
Other sq ft: shed 22.5
PROJECT DESCRIPTION
I Addition of covered deck at rear of single family residence
and bedroom over existing garage.
I cert4 that the information I have provided on this form/application is true,
correct and complete, and that I am the property owner or duly authorized
agent of the property owner to submit a permit application to the City of
Edmonds.
Print Name: S. Joshua Brincko
Signature: J*q Date 2/8/19
GENERAL COMMERCIAL DATA
Occupancy Group(s):R3 Occupant Load(s):8 or less
Type(s) of Construction: VB Fire Sprinklers: Yes El No 11
WA STATE ENERGY CODE: If your project affects the building envelope,
mechanical systems, and/or lighting, you must complete the
appropriate WSEC forms.
DEFERRED SUBMITTALS: All commercial building permits that will require
associated plumbing, mechanical, fire sprinkler, and/or fire alarm
permits are applied for separately.
TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet
MECHANICAL EQUIPMENT COUNTS (New and Relocated)
BTUs Gas / Elec Other Qty
A/C Unit /Compressor
Air Handier /VAV
Boiler
Dryer Duct
Exhaust Fans
60CFM
ELEC
Fireplace
10,000
GAS
Furnace
Heat Pump Unit
Hydronic Heating
Roof Top Unit (Provide eleva-
tions if a Commercial Bldg)
Other:
PLUMBING FIXTURE COUNTS (New, Relocated or re -piped)
Qty Qty
Clothes Washer
Tub/ Showers
Dishwasher
Backflow Device (RPBA, DCDA, AVB)
Drinking Fountain
Pressure Reduction/ Regulator Valve
Floor Drain/Sink
Refrigerator Water Supply
Hose Bibs
Water Heater - Tankless? Y or N
Hydronic Heat
Water Service Line
Sinks
Other:
Toilets
Other:
GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped)
BTUs Qty BTUs Qty
A/C Unit
Outdoor BBQ/ Fire pit
80
Boiler
Stove/Range/Oven
Dryer
Water Heater
Fireplace/ Insert
Other: Hottub
125k
I
Furnace
Other:
MEDICAL GAS, AIR VACUUM COUNTS
(New, Relocated or re -piped)
City Qty
Carbon Dioxide
Nitrous Oxide
Helium
Oxygen
Medical Air
Other:
Medical - Surgical Vacuum
Other:
DEMOLITION
Type of structure to be demolished:
Square footage of structure to be demolished:
AHERA Survey done? Y/N
PSCAA Case #:
Critical Areas Determination:
Study Required El Conditional Waiver 0 Waiver El
Fill in Place Fill Material:
Removal El
Size of Tank (Gallons)
Critical Areas Determination:
Study Required El Conditional Waiver D Waiver El
GRADE/FILL/EXCAVATE
Grading: Cut 0 cubic yards 0
Fill 0 cubic yards 0
Cut/ Fill in CriticalArea: Yes D No
GENERAL PROVISIONS
APPLICATIONS: Applications are valid for a maximum of 1 year.
ESLHA Applications, 2 years.
LICENSING: All contractors and subcontractors are required to be licensed
with Washington State Department of Labor & Industries and have a
current City of Edmonds Business License.
City of Edmonds
Critical Area Notice of Decision
Applicant:
&w5-;I\
Property Owner:
Critical Area File #:
-Z 0- CC)
Permit Number:
Lo 2 a 1 0
Site Location:
0411
Parcel Number:
ocq_S-� 2( )c)l-) q
Project Description:
A-dd
IV d
-1)
F-I Conditional Waiver. No critical area report is required for the project described above.
I . There will be no alteration of a Critical Area or its required buffer.
2. The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.020, and/or
23.80.040.
3 " The proposal is exempt pursuant to ECDC 23.40.230.
A-,E,rosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and
sediment control plan in compliance with ECDC 18.30.
F] Critical Area Report Required. The proposed project is within a critical area and/or a critical area
buffer and a critical area report is required. A critical area report has been submitted and evaluated
for compliance with the following criteria pursuant to ECDC 23.40.160:
I The proposal minimizes the impact on critical areas in accordance with ECDC 23.40.120,
Mitigation sequencing;
2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare
on or off the development proposal site;
3. The proposal is consistent with the general purposes of this title and the public interest;
4. Any alterations permitted to the critical area are mitigated in accordance with ECDC
23.40.110, Mitigation requirements.
5. The proposal protects the critical area functions and values consistent with the best
available science and results in no net loss of critical functions and values; and
6. The proposal is consistent with other applicable regulations and standards.
F-I Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately
mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and
the provisions of the City of Edmonds critical area regulations. See attached findings of
noncompliance.
Favorable Critical Area Decision. The proposed project as described above and as shown on the
attached site plan meets or is exempt from the criteria in ECDC 23.40.160, Review Criteria, and
complies with the applicable provisions of the City of Edmonds critical area regulations. Any
subsequent changes to the proposal shall void this decision pending re -review of the proposal.
F] Conditions. Critical Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit number for specific condition(s).
Notice on Title. Critical area notice on title recorded under AFN
- ( /t, � r �-o " I A��e- S- '15-
Reviewer Signafiui-r-e Date
Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the
requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any,
for the permit or approval involved.
Revised 1112912016
FP
Structural Calculations For:
Dawson
1132 Viewland Way
Edmonds, WA 98020
Prepared for: Josh Architecture
Job #: 02201-2019-01
Date: February 22, 2019
RECUrl-EVE D,
MAR 15 2019
BUILDING
0 cr)
SFATtL15 2124 Third Ave. Suite 100, Seattle, WA 98121 0 206,443,6212 0� ssfengineers.com
TACOMA 934 Broadway, Suite 100, Tacoma, WA 98402 0 253.284.9470
Criteria Sheet
Codes:
Loading: ASCE 7-10
Wood: NDS 2015
Steel: AISC 360-10
Concrete: ACI 318-14
Masonry. TIVIS 402Y60243
Location:
City:
ZIP:
Latitucle� 47-8194 N
Longitude: -122.3604 W
Occupancy Category
Risk Category- -1
qjg=ASCE 7 Table 1.5
Seismic Load Summary:
Analysis Procedure: Equivalent Lateral Force Procedure
Lateral System: Ught-frarne (wood) Walls Sheathed with Wood
Structural Panels Rated for Shear Resistance
R- 650 C4= 4
3
Base Shear V 7e. �
Ss= 1.278 S,= 0.501
Svs� 0.85 So,= 0.50
C�= 0.131 V w
Wind Load Summary,
V= 110 Kzl-= 1.00
Exposure = B
Dead Loads:
Roof
If
Roofi n 9
";` - 'Ps
AlM,
1/2" Sheathing
Psf
Trosses@24'oc
Misc./Mech. P'st
r5
Ceiling Finish' `
Psi
Solar Panels
............................ ....... .. . ..... ...... . ... .. ............... . .. .. .. ..... .. .............. .... ......... .... . .......................... ..... . ................................. .................. ...... . . .... ......... . . . . . .......... .........
use RM.4-i.,4g, "
PSI,
Floor
Finish Floor 'r NO
314�'Sheathing
Joists@ 16- oc
i
"A-M.'Psf
K&sc.A4ech.
.0
Ceiling Finlsh'�'M" %�Vl
5
10.7 psf
Use
Psf
Uve Loads. -
Floor 4 psf
psf
Sons:
Allowable Bearing P psf
Dawson
Criteria
DATE 211812019
PROJ.
DESIGN VMB
SHEET 1
Aq 0i
M��
M
i<
9
E
;0
9
A
JF
VA
�. 0,
OR-
�i
in
Z"
0
Seismic Design
ASCE 7-io Seismic AnalO
Is Equivalent Lateral Force Procedure
eismic Force Resisting System: Per
able 12.2-1 System:
. .... .....
.. . ... ... ...
S I v- .. ... . .. .. ...
01-
Type;
eismic Design Cat.
D
Risk Category
Site0ass
--dfij
�hragm Fle�yj
3
_._
1.278 9
miol g
24 ft
4
Ct
x
T
0.22 sec
0
--7—
O.if sec
----
0.59 sec
k
1.000
Fa
Sms
1.28'-'-
0.75 g
0.852-9
0.5019
Cs
0,131 controls I
I
0.010
-Cs.
design
GA31
iidgWeig�W-
22��
= �CsW �
—0,0 k
V = Z.W-
-.- —0.0 k
VS zz ) ( to, Y' ) 6 (;". ')
R
, 11, or 111, or IV per Table 1.5-1
3er soils report (D assumed, without soils report)
2% in 50 yr, Latitude & Longitude lookup
2% In 50 yr, Latitude & Longitude lookup
rable 1.5-2
rable 12.8-2
rable 12.8-2
Eq, 12.8-7
able 11.4-1
able 11.4-2
�q. 11.4-1
,q. 17.4-2
q. 11.4-3
% 11.4-4
q. 12.8-2
q-124.3 n eed not exceed,.T-e T,
q. 12.8-5 or 12.8-6 minimum
q. 12.8-1, Strength Level Base Shear
q. 12,8-1 ASD Base Shear
L'q;'CQ r,'f1S-\ 90,-An-r- 0,7a �,
oto/==M,
R=
Seismic Criteria
T. = Ct hn"
Eq. 12.8.7
SMS = F.SS
Eq. 11.4-1
SM, = F,,Sl
Eq. 11.4-2
SDs = 2/3 SAfs
Eq. 11.4-3
SDI == '/3 SMI
Eq, 11.4-4
rs = SDS
(Rlle)
Eq. 12.8-2
CS = SD-
T(R11e)
Eq. 12.8-3
C SDITL
S = T2(RIIe)
Eq. 12.8-4
Cs 0.044SD51, Eq� 12.8-5
CS 0.01
Eq. 12.8-5
k/En
CVx w.h. =jw,,0
in F
Fpx i=x Vz-,", Wpx
Fpx 0.2SDS1,.w,,,
Fp.:5 O-4SDSIvw,.
6; 51 ! �2-ZA-1%)(0tv"Zt
L
Eq. 12.8-12
Eq. 12.10-1
Eq. 12.10-2
Eq. 12.10-3
L.-" (-a fe-fj'�s ChfAM— z 2. 14 �,
DATE 211812019
PRQJ. #
DESIGN VMB
SHEET 2
00
M
Wind Design - MWFRS
ASCE 7-10 Chapter 27 - Directorial Proce—dure
Design Method 777= Location and Building Dimensions
Calculate Kzt?
Wind Coefficientr
Exposure p.8
. ........ ...
mph
TaGle 26
Ke 0,64 T�bl. 27.3-1-
GzJR-��"- 26.9.4
L/B = 0.88 h/L = 0.32
Pressure Coefficients from Figure 27.4-1:
ildg Face
Windward Wall 0.8
Leeward Wall -0.50
Windward Roof -0.59/-0.07
Leeward Roof -0.47
Wall Pressurpq ft inf—t—eil-
Roof T Ype
Roof Angle - Transverse Dir
degrees
�OfAnqle - Long Mir
degrees
Ground to top of roof
0 roofto pofrool""
—MeenRoRlae—lght, h
21.75
ft
ft
§iortPlan mension
Long Plan Dimension
k:!I;,�5'!;�j
It
It
Parapet
Ground to top R parapet
—Parap4t
ft
AWrWge We�,ght
Height o nd Lev
nd Lev
Velocity Pressure at mean
Roof H 8 psf
ASO D--? D—
Ht
K,
qz
. ......
P-11. (pst)
15.271
—16,321,--11.10
10-38
-------- 7-
10*52
0.62i
TO—.95
2645-
—'. —
i --.-
17.38
. .
.........
. ............ ..
OP —A C', 1?kl-, I 14jje,,rak.?
09-0) (,-'Av�jt -f-,
.4
Moniv,
h-c 1,43
Mvj
Dawson
Wind Criteria
—2.iF —
ssuTes �Umdctoreo) ASO
Windw
erd :� Horiz Pro)
Leeward
_WfW— (psf)
1.80
Transverse Direction
Lftse Sheaw (kips) 2TT-1
j?,S-jV+
NZ,
e t?60(
4 &,-1
4(4,e,) 4 60,1,5)
C,
1116 PL Ir
Nit's I kill, (to'- 51'L,)
1. 2- t �_
DATE 211812019
PROJ. #
DESIGN VMB
SHEET 3
4.
0
A
aH
Site Address
Address 1132 Viewland Way Wind Radius
City: Edrnonds State: WA Angle
LatLong 47-81943 -122.3604 Exposure
SITE MAP
ESCARPMENT
0 STRUCTURAL
S
/EIGINEERING
Miles
B
2-D RIDGE OR 3-1) AMSYMMEMCAL HILL
Profile 1: O'to 160'
Profile 2: 270 'to go'
Profile 3: 315'to 135'
'to 225'
rMim""
Kzt- (1 + KIK2K3)2
K, Per Figure
K2 (I — jxj1pLh)
KS e—yz/Lh
Kzt 1, If H/Lh:5 0.2
FWFKKW24A1l-1
Dawson DATE 211812019
Kzt Calculations PROJ. #
DESIGN VIVIB
SHEET 4
0 TRUCTURAL
ENGINEERING
0/11;
Dawson
Kzt Calculations
DATE 211812019
PROJ. #
DESIGN VMB
SHEET 5
Direction s Direction 6
A Tqp__jLBoqqa__!k_MLjd Profile 3 315 to 135
4111
339 ft
226 ft
113 ft
-10S60 ft -7920 ft -5280 ft -2640 ft 0 ft 2640 ft 5280 ft 7920 ft 10560 ft
:i
Direction 7 Profile 4 : 45, to'225
A I OR X-ROU00WL
I,- oi�
-10560 ft -7920 ft -5280 ft -2640 ft 0 ft
Site Conditions 126.9.11
1. Unubstructed
-10560 ft -7920 ft -5280 ft -2640 ft 0 ft
Site Conditions 126.9.11
1. Unubstructed
..........
�7tJpp�� Half Hill,
No
4. H/Lh �! 0.2.-,-
N.o
5. H�: 601
yi-z I
Terrain -Data
Tkrain
Top of Hill Dist.
Boft. of Hill Dist
L @ H/2
Site
upwind
Top of Hill Elev.
454
Bott. of Hill Elev.
0
Elev.
217�O
USite
ite 6:��t
0
H/2
Krt Calculatimc
H=j
454
Lh=!-
6040
X=
Z=
6103
21.75
1.5
Y=
2�5
K1 vaiu�7-
-0.75
KI
06
K2=
.33
k3=
0.99
H IL h =
rO-08- - -
Kzt
- I -- I - - -.I= tv 1�0
Site Canditinnc 17f; A it
1. Unubstructed
2. Isolated
3. Up��-er --Half W
No
4. H/Lh 2� 0.2
No
15. HZt 60'
Yes
Terrain Data -
Terrain ju,'N;
.. ... ... ..... .. ... ....... , -
or�n
f
Top of Hill Dist.
610
Bott. of Hill Dist.
F
L @ H/2
ZE
Sitefdownwnd
op of Hill Elev.
454
Bott. of Hill Elev,
0
Site Elev.
217.0
Site Dist.
0
P/-2
--227
Kzt Calculatiom.
H=
453.637
Lh=
6040
X=
610i
Z=
21.75
y:
2.5
KI value
0.75
0.7�_
K1=
0.06
K2=
0.75
k3=
0.99
H/Lh =ro.08
Kzt =
It co
C4.01
j
.�E
Direction 7 - 45 -to Site Direction 8 - Site to 225'
T: �9.
Site Conditions (26.8.11 Site Conditions (26.8.1)
Un�ulbstructecl
z'- -
ls�l-ate-d
F1.
U
3 pp
Upper Half Hill
--
No
I �
4. �H/Lh '2 0.2
�
No
5. H�: 60,
Yes
!I it
KzW 1-2
li -&Im
Terrain Data
....Terrain Data
T
ertam.,.-.,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Terrain ........... .
of Hill Dist.
FTop
Bott of Hill Dist.
L @ H/2
site
downwnd
Too of Hill Elev.
414
Bott. of -Hill Elev.
-2-17
'0
Site Dist.
0
1-112
315
Kzt Calculations
H=1
197
I-h=1
3162
X=
4617
Z=
21.75
V=
4
y--
i -5
KI value
0.75
KI
.05
K2=
O�63
k3=
0.98
H/Lh =
?-
Kzt -
KzW
Kzt=l
1. Unubstructed
2. Isolated
Upper Half - Hill
4. H/Lh 0.2
Ye's
No
K-PT60
Yes
FTe'�8in
T�jTof 1+11 -Dist.-'-
To f H-�
p
Bott. of Hill Dist.
L @ H/2
S ite
upwind
Top of Hill Elev.
41
Bott. of Hill Elev.
20
Elev,
2i7.6
Site DISL
0
H/2
217
K2t Calculatinnc
H=
393.857
Lh=
4617
X-7
F
4617
Z=
P=
'H75
1.5
y--
2.5
K:l:v a I Aue =
.7
K1=
6
K2=
LO.O
0.33
0.99
--,k3=
H/Lh =
0.09
Kzt
Dawson DATE
Kzt Calculations PROJ. #
STRUCTURAL DESIGN
dGIMMERING
(9W SHEET
211812019
6
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IN
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DATE I I
PROJ # V t-fkl
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Beam 1"Meoj
wl=
If 1
. . . . . . . . . . . . . . . . . . . . Rl= 545 lbs
w2= p
. . . . . . . . . . . . . . . . . . . . . . . . . . if R2= 1,166 llbs
M+= 1,650 lib-ft
L2= ft 1,120 lb-ft
X=
ft Fb= 626'
ps
. . . . . . lbs Fv= p s I
b= in I Aspan= 0.226 lin
d=
I span/
n
... . .........
E= ksi Acant=
CV= 1.00 1 canii
W1 w2 P
Rl Ll + R2 L2
Rl=
9:
plf
R2=
714
M+=
174
M�
1,120
Fb=l
425
Fv-
33
;4 . . ...... ��! g� gin
Tspan
(0.010
d-. . . . . . . . . . �ln
(16,26,7
E= -'-ksi
Acnnt=
0.11
Project
1.00
An
W1
w2 + P
..... .. ............ Ll
R9
LZ%
Beam
. ....... If
611
Tlbs
If
M+=l
740
2,076
200
Ilbs
llb-ft
lb-ft
Fb=
787
psi
lbs
Fv--
-Aspan=
49
0.309
psi
in
I span/
540
Acant--
0.27)lin
CV= 1.00
(359)1
W1
w2
P
RI Ll
R2 L2
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Na 21B02- �6 L 6�8ps(
Dawson
6a,r 0._2A' L
Date: 03/05119
Project #:
Design: VMB
Cantilevered Landing Sheet:
2124 Third Avenue. Suite 100. Seattle. WA 98121
www.swensonsayfaget.com
Ofte: 206.443.6212
Fax: 206.443.4870
...... ...... .
..........
. .............
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7..
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STRUCTURAL
ENWMEEMNO
-�AL,jc." - ?./o �11 I
PROJECT DATE f
comc-, cfA3 %4 Ak-L,%,
PROJ. 4
DESIGN
r4 It
rn -It
00
k,Q
Lo
a
(N
Fl, C)
T
00
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cu
te
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Prescriptive Energy Code Compliance for All Climate Zones in Washington
Project Information
1132 Viewland Drive, Edmonds, WA
Contact Inforn7ation
S. Joshua Brincko of Josh PS
Josh@josharch.com
206-708-9933
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, theappropriate
number of additional credits are checked as chosen by the permit applicant.
Authorized Representative Date Ei�
All Climate Zones cop
R-Value a U-Factor a CVY
Fenestration U-Factorb
n/a
0.30
Skylight Ll-Factor
n/a
0.50
Glazed Fenestration SHGCb,e
n/a
n/a
Ceilingk
4�
0.026
Wood Frame Wal Ig,m,n
21 int
0.056
Mass Wall R-Value'
21/2 1 h
0.056
Floor
309
0.029
Below Grade Wall"
j 10/15/21 int + TB
j 0.042
Slab d R-Value & Depth
1 10, 2 ft
I n/a
*Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2.
RECEI%'&�
VeD
NO 15 2019
BA a
UILDING
�Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve
the following minimum number of credits:
1. Small Dwelling Unit: 1.5 credits
E] Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of
fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but
less than 1500 square feet.
10 2. Medium Dwelling Unit: 3.5 credits
All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall
require 2.5 credits.
I El 3. Large Dwelling Unit: 4.5 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
11D 4. Additions less than 500 square feet: .5 credits
Table R406.2 Summary
Option Description
Credit(s)
la
Efficient Building Envelope la
0.5
lb
Efficient Building Envelope 1 b
1.0
1c
Efficient Building Envelope 1c
2.0
ld
Efficient Building Envelope ld
0.5
2a
Air Leakage Control and Efficient Ventilation 2a
0.5
2b
Air Leakage Control and Efficient Ventilation 2b
11.0
2c
Air Leakage Control and Efficient Ventilation 2c:
1.5
3a
High Efficiency HVAC 3a
1.0
3b
High Efficiency HVAC 3b
1.0
3c
High Efficiency HVAC 3c
1.5
3d
High Efficiency HVAC 3d
1.0
4
High Efficiency HVAC Distribution System
1.0
5a
Efficient Water Heating 5a
0.5
5b
Efficient Water Heating 5b
1.0
5c
Efficient Water Heating 5c
1.5
5d
Efficient Water Heating 5d
0.5
6
Renewable Electric Energy
0.5
1*1200 kwh o.o
Total Credits
*Pl.ease refer to Table R406.2 for complete option descriptions
0.00
Table R402.1.1 Footnotes
For SI: 1 foot.= 304.8 mm, ci .= continuous insulation, int.= intermediate framing.
a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is
less than the label or design thickness of the insulation, the compressed R-value of the insulation from
Appendix Table A101.4 shall not be less than the R-value specified in the table.
b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration.
c "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous
insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the
basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13
cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior
of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity
insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement
wall.
d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1.
e There are no SHGC requirements in the Marine Zone.
f Reserved.
g Reserved.
h Reserved.
The second R-value applies when more than half the insulation is on the interior of the mass wall.
Reserved.
k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38.
I Reserved.
m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a
minimum of R-10 insulation.
a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as
specified in Section R402.1.3.
Myalc"Y5 RE5ue
Specifications a*R
BUIL DNG Ds
F[)MON
Seating Capacity ..........................
6-7 Adults CITY Of
DiFnensions. ............... .............
91" x 9 V x 37.5" FrontI43-7- Back,
(231.14crnx')31-14cfiix95-25cmFrccVllOA9crii
Back)- For Complete Dimensions, See page W B Z
Dry Weight ...... ___ ....... _ ............
925 li� (419-5 kg)
Filled Weight (Average Fill) -----------
4,595 lbs (2,084 kg)
Water Capacity (Average Fill)
....... 440 US gaflons (1,666 Liters)
Filled Weight (Spa Volume) ...........
5,W7 lbs (2,444 kg)
Water Capacity (Spa Volume)
....... 5W US ganons (2,025 Liter.)
EJectronic Controls ......................
ProTbuch' 2 LCD control panei, user interface
displays temperature, time., cycles and tigertip jet
control. Offers customizing of pre-progranrned fitra-
tion cycles, hearting mcdes and water temperature
setting.
Pump I .........................................
North America (60 Hz): I -Speed, 5. 1 HP break-,
2.5 HP continuous, 56 Frame
Export (50 Hz): ...................
I -Speed, 2.0 HP continuous
Pump 2 .........................................
North America (60 Hz): 1-Speed, 5.1 HP break, 2.5 HP continuous, 56 Frame
Export (50 Hz): ............
I -Speed, 2.0 HP continuous
CirctriationPump ......................... Yes, 8-Hour
Total PowerProo)_z) Jets ................... 5-1,
Seat A Jets ....................................
2 PowerProg) NX2, 3 Poy&rPro@) MX2, 2 PoyverPro(D FX Rotational
Seat B Jets ......... ....................... 2 PowerlPro@ NX2, 6 PoyterProOD FX Rotational, 6 PowerProiFD FX
Seat C Jets ....................................
2 PowerPm@ FX Large
Seat D Jets ....................................
2 PcowerPto@ NX2. 6 PowerPro�D RX, 8 Po%%erPrVD PX, 2 PowerPro�D, FX Large
Seat E Jet ...................................
4 PowerPm@ FX, 1 PoymrProcD FX Large Rotational
Footwell (F) ----------------------------------
8 PowerPrcO FX Small, I PowerPmOD FX Large
Massage Selectors.__ ................
2
Air Controls.. ................................
4, On/Off rocker swito air controller
Water Management System ..........
One ProClar" 40 ft7 filter cartidge and I ProClariW depth load filter on 8-hour
circulation pump; one ProCatcht bag %ith ProClearG 60 fl:7 fitter; FloaffM Weir,
Factory instafled CLEARRAY�'D Watj--r Purification S "sm
Export (50 Hz): .......... .
........ Factory installed CLEARRAYq) Water Purification System
LED Lighting ........ .......................
Waterfall light, massage sdectors, cupholderss, underwater, indicator light and
optional exterior fights (rf equipped)
Proflnish7m Cabinet Colors .......... Modem Hardwood, Brushed Gray, and S=ked Ebony
Acrylic Colors ..............................
Plabrium, Sdver Pearl (Gypsum), Desert Sand, Monaco, Opal, Mi&ight, Saham,
Sandstone, Porcelatn
Headrests ................................
4
Waterfall ....................................... One with independent flow rate (on or off) ai(gustrriwt; powered by 8-hour circulation
pump
Electrical Requirements: .... .........
North Anwmrica (60 Hz): 240 AIAC@40A, 50A, or 60A
Export (50 Hz): 230-240 VAC@ 1x32A. 1lx20Af1x16A, 1x16A11x16A11xIfiA or
suitably rated circuit breaker to comply with local electrical code& Certain
comtries may require dual power inputs; two GFCl RCD breakers are required
for this configuration.
Warranty*_ ........................ ...........
_North An�erica (60 Hz): 10 Years Shell, 7 Years SheU SLuface, 5 Years Plumbing
Cornponent Leaks, 5 Years Equipment and Controls, 5 Years Cabinet, 2 Years Jets,
2 Years Lights: 1 Year Stereo, -
Export (50 Hz): 10 Years Shell, 7 Years Shell Surface, 2 Years Plumbing
Component Leaks, 2 Years Equipment and Controls. 2 Years Cabinet, 2 Years
Jets, 2 Years Lights, 1 Year Stereo
Special Features j0ptionall) ............
SmartTubTm Module, Exterior lights
Audio System (Optional) .................
BLUEVVAVE-0 2.0 Spa Stereo Systern with Btuetooth capability and Aux 3.5 mm
headphone jack port; 4 premium speakers, a powered subwoofer
'(See Warranty DDc=erft Ix Spectno. Oetalls) D1menWnVSpec1flcatom are Subpo to change Wlthovl NaUce
19
a I.
Jacuzzi J-475
Massage Selector/Air Control Diagram
/y,
Air Control 2: -4Z) - -
Opensxxoses
AIr "ret to Jets A
Air Control 3:
e Operwcwes
Massags Selectix 1: Arrilet,D.VMC
Dire= M Purnp 1
OuIput Betawn Massage Selector 2:
D-irects JL-, Purnp 7
.%%AorB
Oull",11t Between
JOE C or D
aj ;ftA
Atr Controll 1: Air Contrall 4:
Open&'Cbses OperVOxes
At Vilet -D.*ti 0, AJr WWI Ix) Jets 5
F, and G anft E
AU E Mlvawed
at All rrnes,&1)en
Pump 1 Is Running VialaMl Controt
Cor=s 8-riour
Aot IF and G PoAwed armilzIon Pump
a1A.47mes,Aben OU4Xd tD BOM
PLL r1p 2 Is Running VALOMIS
55 Total Jets
r-Owe-
PrIjo NX-1
Jets (61
pvaef
Pros r x
jet (9-
Fcwe�
PrOO FX
le Jets (10)
PGSWI Fk Wer-
PruO FX PrOM lox
40 sma.-Jetz 10 Rrblons
(9� Je-- 1E)
Pewer-
Proe FX
Lar2e
R")mx
Power- pct%vf-
Fra8 =X Proe FIX
Lwp Jets Jet
P CoNef-
0 PrCe NX2
Jetr (3)
Jets (i)
Spa Operation SulAect to Charge vivithoLd Notice
Seat Depths
A = 25.257' (64.14 an)
G = 17.257' (43.82 cm)
Lisled d -nensions
B = 23.00" (58.42 cm)
H = 32.50" (82.55 cm)
represent distance
ft-om top cff acrylic lo
C = 29.50" (74.93 cm)
1 19.75" (50.17 cm)
kmesl po.Tit in seat.
Tolerance
D = 23.257' (59.0 6 c m)
J 28.50" (7239 an)
* 0.5"
J11.27 cm)-
E = 29.25" (74-30 cm)
F = 25.25" (64.14 cm)
fa
(D
Dimerts�Dns/Specifioafions are Sub,�ecl
to Change Without Notne
20
S1,
(213i.11 cm,
I
Options
ELUEWAVEO 2-0
!3ysb--,n
IDOW caUneti
FRONT i
EquMmentearff
Pump Accmvs
Jacuzzi J-475
Dimensions
Important Panel Deta
NOTE: Over time the panell(s) n-ny bow,
ths is considered mwnal- The panels w1l
straighten otA when reinstalled hft the
mounting channel. Ptaoe one end of the
panel into the channel first then flatten
the panel and insert the other end -
IMPORTANT! Always measure
each hot tub for exact dimensions
BEFORE designing its foundational
support andlor decking.
('31
I I
co.r
(2-19.V cm�
CUt
SS.531
�=SAI cm)
F ar.
FRONT VIEW
(Front view of stereo option shown)
Tolerance: * 0.5" (1.27 cm)
11
I
,.i.— 74.5-F1 (199.38 cm) Far--i
vortcn llez� urdLr t,& ecrner pate!
RIGHT SIDE VIEW
Tderanaw.± 0.5' (1-27 cm) BACK
M,
R1 5.3"
R32.10 cm)
BACK
Plas tic
Pan
Bottoni
FRONT
REXI
88.63' (ZZS.1 I cm) A83 par, FLM.32 v,-
- 90.5' (229.E7 cm) S."
0.7nensmnsispeoftations subject lo change w.�hout not=e. To�erance ±0.5" (t.27cm)
211
;30cuZzIt
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'25% lighter for easier
handling and an
added premium touch
to your outdoor d6cor.
HOT TUB COVERS
MAKE PROTECTING YOUR INVESTMENT BOTH STYLISH AND SIMPLE
255/6 lighter'
Water resistant
Superior JV resistance properties
ErEml
1.5 Ilbs. PROLAST' Outdoor
all-weather fabric
6 Exterior + 2 Interior Doubled stitched outdoorthread
� made from strong JV resistant fibers
Stan lard cover� help Basic spa cover
maintain heat and keep Durable vinyl construction 1.5 lbs. Marine grade vinyl
debris out of your hot tub.
Taper Cover Handles Finish
4 in - 2.3 in 6 Exterior + 2 Interior Doubled stitched outdoorthread
made from strong UV stant fibers
6 resi
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jb4 L 1p N
Covers available with new hot tu 4CCJQ or as a replac VMY"I r.
^25 e sized vinyl cover BUILDING DEPARTMENT
5 cot 1- CITY OF EDMONDS
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Certificate of Product
Compliance
Hot Tub mid Spa Covers
1'�'
Robert's Manufacturflig LLC dba Core Covers
Have bccn tcsted tol ASTM 1`1 Standard Performwice
Spccification l'or Sdlcty Covus and Ubcluiig Rc(Ituircinuits for All
Covers for Siiii-nining Pools, Spas and Hot Tubs.
Test Perfonned by,
SMITH -EMERY LABORATORIES
November 21, 2011
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162 Watts RESUB
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GEAERAL IN OTES
LIFE SAYETY NOTES (confinuedl
FRAMING NOTES (continued
Nothing in this permit approval process shall be interpreted as
allowing or permitting the maintenance of any currently existing
illegal, nonconforming, or unpermitted building, structure, or site
condition which is outside the scope of the permit application,
regardless of whether such building, structure, or condition is
shown on the site plan or drawing. Such building, structure, or
Icondition may be the subject of a separate enforcement action.
Sound/noise originating from temporary construction sites as a
result of construction activity are exempt from the noise limits
only during the hours of 7:00am to 6:00prn on weekdays and
10:00am and 6:00prn on Saturdays, excluding Sundays and
Federal Holidays. At all other times the noise originating from
construction sites/activities must comply with the noise limits,
unless a variance has been granted. ECC Chapter 5.30
All changes in plans and field modifications shall be approved by
the local jurisdiction. The design professional shall prepare
drawings as required for approval. IBC 107.4
Temporary address shall be clearly visible from street during all
phases of construction. Failure to properly post house/building
numbers may result in no inspection by the City Inspector.
Curb signage is not acceptable.
Address numbers (4" min. ht. & 1/2" min. stroke width) shall be
posted to be plainly visible from the street or road fronting the
property. IRC R319
LIFE SAFETY NOTES
Smoke alarms shall be installed in each sleeping room, outside of
each separate sleeping area in the immediate vicinity of the
bedrooms, and on each level (including basements and habitable
attics) in new construction and in existing dwellings when
alterations, repairs or additions requiring a permit occur. Smoke
alarms shall be hard -wired with battery backup, and when more
than one smoke alarm is required within an individual dwelling
unit, they shall be interconnected. Discuss exceptions to the
power source requirements with the Building Inspector.
IRC R314 IBC 907.2.11.2
Carbon monoxide alarms shall be installed outside of each
separate sleeping area in the immediate vicinity of the bedrooms
and on each level in new construction and in existing dwellings
when alterations, repairs or additions requiring a permit occur, or
when one or more sleeping rooms are added or created. IRC R3151
Handrails and guards must be capable of resisting a concentrated
load of 200 pounds per square foot applied in any direction at any
point along the top. Guard in -fill components must be capable of
resisting 50 pounds per square foot.
IRC Table R301.5 IBC 1607.8
Handrails shall be continuous through stair flights of four or more
risers, without interruption by newel posts (unless at a turn) or
other obstructions, and return to a wall, newel post, or safety
terminal. The grip -size shall be Type I or 11 or of equivalent
graspablity. IRC 311.7.8
Provide one operable escape window in the basement, habitable
attic and in each sleeping room meeting all of the following
-An operable area of not less than 5.7 sq. ft. (5 sq. ft. for grade
floor opening)
-A minimum clear opening height of 24 inches
-A minimum clear opening width of 20 inches
-Not more than 44 inches between the finished floor and the
bottom of the clear opening.
,ape windows located under decks or porches must have a path
inches in heiaht to a vard or court. R310 IBC 1029
The greatest riser height within any flight of stairs or the greatest
tread depth within any flight of stairs shall not exceed the smallest
by more than 3/8 inch.
IRC R311.7.5.1 IRC R311.7.5.2 IBC 1009.7.4
FOOTINGS/FOUNDATIONS
Footing drains are required around concrete/masonry foundations
that retain earth and enclose habitable or usable spaces located
below grade, or for crawl spaces when a minimum 6 inch slope
within the first 10 feet of the foundation wall is not achieved. A
separate footing drain inspection by the Building Inspector is
required. IRC R401.3 IRC R405.1
Slab -on -grade floors shall be a minimum 3.5-inch thick concrete
over a 6 mil vapor barrier and 4-inch base of sand/gravel/etc.
There shall be a thermal -break for slabs inside a foundation wall,
and if the slab is less than 24" below the exterior grade, 24" wide
R-10 perimeter insulation must be provided. Slabs used as part of
a hydronic heating system shall have R-10 insulation provided
throughout the entire slab area.
IRC R506 WSEC R402.2.9 WSEC Table R402.1.1
Vertical rebar must be hooked and tied in place at time of footing
inspection. Maintain minimum 3" clearance to earth, 1-1/2" to
form -work for reinforcement. R403.1.3 R404.1.2.3.7.4
Anchor bolts shall be at least 1/2 -inch in diameter and extend 7
inches into concrete. There shall be a minimum of two bolts per
plate, with one bolt within 12 inches but not closer than seven bolt
diameters from the end of the plate. The bolt spacing shall not
exceed 6 feet o.c. and shall have a nut and 3"x3"xO.229" washers
unless engineered. IRC R403.1.6
FRAMING NOTES
Hardware and fasteners in contact with preservative -treated wood
shall be of hot -dipped zinc galvanized steel, stainless steel, silicon
bronze or copper. IRC R317.3.1 IBC 2304.9.5.1
Joists less than 18" and beams less than 12" to grade and all wood
exposed to weather shall be preservative -treated or naturally
resistant to decay. IRC R317 IBC 2304.11
Joists shall have not less than 1.5 inches bearing on wood or metal
and 3 inches on concrete. Joists shall be prevented from rotating
at the ends and at intermediate support by approved hangers, 2
nominal blocking, or attachment to a rim board.
502.6/502.7 IBC 2308.8
Foundation cripple walls shall be framed of studs not less in size
than the studs above. Walls over 4 feet in height shall be framed
of studs having the size required for an additional story. Cripple
walls studs less than 14 inches in height shall be sheathed on at
least one side with a wood structural panel that is fastened to both
the top and bottom plates in accordance with Table R602.3(l), or
cripple walls shall be constructed of solid blocking. Cripple walls
Ishall be supported on continuous foundations. IRC R602.9
Prior to the framing inspection, the building must be dried in with
a minimum of roofing, windows, and siding paper installed.
Truss layouts showing girder truss/hip-master locations are not
permitted to change and must be followed correctly. If the truss
manufacturer requests to change, in part or in whole, the layout
shown, they must contact the architect/designer to ensure that the
structural design of the building is maintained. If the layout
shown is changed, in part or in whole, the Building Division
requires new engineering calculations and must approve the
changes prior to the installation of the roof sheathing.
Exterior and bearing wall studs may be notched <25% and bored
<40% of the stud width. Non -bearing wall studs may be notched
<40% and bored <60% of the stud width. Any bore located <5/8"
from the stud face is considered a notch. Rafters and joists may
be notched in the outer thirds of the span with a maximum notch
depth 1/6th and a notch width 1/3rd the depth of the member.
Rafters and joists may be bored up to 1/3rd the depth of the
member no closer than 2" to each edge or to another bore. Top
plates notched or bored >50% of the width must have a l6ga.
strap, 6 inches past and fastened with 8- 1 Od nails at each side of
Rhe o ening. IRC R502.8 IRC R602.6 IBC 2308
Attic access openings are required for buildings with combustible
ceiling or roof construction over an area >30 sq. ft. and with a 30"
vertical space between ceiling and roof framing members. The
rough -framed opening shall be 22"x3O" and located in a hallway
or other readily accessible location. The access cover shall be
weather-stripped and insulated to a level equal to the surrounding
,surfaces. IRC R807.1 WSEC 402.2.4
Attic ventilation openings shall not be less than 1/150 of the area
of the space ventilated. It may be reduced to 1/300 if at least 50
percent and not more than 80 percent of the required openings are
at least 3 feet above the eave vents with the balance provided by
the eave vents. The net free cross -ventilation area may also be
reduced to 1/300 when a Class I or II vapor barrier is installed on
the warm -in -winter side of the ceiling. IRC R806.2
ADDITIONAL REQUIREMENTS
A survey may be required prior to the foundation wall inspection if
the Building Inspector is unable to verify setbacks. Lot line stakes
should be in place at the time of the foundation inspection and
established property pins should be made visible.
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MECHANICAL NUTES FLUMBIN(i NU*lhN PlKh-KAIEV UUNN'IKUUI1UN
Provide outdoor air inlets in all habitable spaces.IRC 1507.3.4.4
A 30"00" level working space shall be provided in front of the
control side to service appliances. In attics and underfloor areas,
a passageway a minimum of 30 inches high and 20 inches wide
traveling not more than 20 feet from the access shall be provided.
A 24 inch wide solid pathway shall be provided in attics. A
switch -controlled luminaire is required at the passageway opening
and a receptacle outlet at or near the appliance. A means of
electrical disconnect is required within sight of the appliance or
the breaker is to be capable of being locked in the open position.
11RC M1305 IMC 306 NEC 422.31(B)
Provide the combustion air required for the proper operation of the
appliance(s). The minimum required volume per the standard
method is 50 cubic feet per 1000 BTU/hr. Where exhaust fans,
clothes dryers, and kitchen ventilation systems interfere with the
operation of appliances, makeup air shall be provided. Fuel -fired
appliances shall not be located in sleeping rooms, bathrooms,
toilet rooms, or storage closets unless specific installation
requirements are met. IRC G 2406.2 G2407.4 G2407.5.1
IFGC 303.3 304.4 304.5 1
An exhaust hood/system of >400cfm installed or required by the
range or cooktop manufacturer must be provided with makeup air
equal to the exhaust air rate. IRC M1503.4 IMC 505.2
Provide required makeup air in the laundry room. Louvered doors
or openings/grilles into other spaces may be used to meet the
requirements. Other limitations may arise if a gas dryer is
installed. IMC 504.5 G2407.4 G2407.9.1
Dryer ducts shall terminate outside of the building, 3 ft. from any
openings into the building. The termination shall have a backdraft
damper and no screen. The dryer duct shall be a minimum
.016-in. (27 ga.) thick, a minimum 4 inches in diameter, have a
smooth interior finish, have sections joined with the insert end in
the direction of airflow without the use of fasteners, be supported
at 4 ft. intervals, and secured in place and protected,by nail plates
that extend 2" abovelbelow bottom/top plates. The joints shall be
sealed with UL181A listed mastic or tape. Dryer duct maximum
lengths are 25 ft. for electric and 35 ft. for gas with deductions for
fittings (or sized/length per manufacturer). If concealed, the
equivalent length of the duct shall be permanently labeled or
tagged within 6 ft. of the dryer connection.
11RC M1502 M1601.4.1 G2439 IMC 504 1FGC 614
Hydronic heating system piping shall be tested at 100 psi water
pressure or 1 1/2 times the operating pressure, whichever is greater,
for a minimum of 15 minutes. Piping embedded in concrete shall
be pressure tested prior to the placing of concrete and be
maintained at operating pressure during concrete placement. The
test must be observed by the Building Inspector prior to concrete
placement. Note: a means of providing outdoor air per IRC
R303.4, M1507 and IMC 403.2 is required. IMC 1208 - 1209
Refrigerant circuit access ports located outdoors shall be fitted
with locking -type tamper- resistant caps.
IRC M1411.6 IMC 1101.10
ixtures installed on a floor level that is lower than the next
pstream manhole cover of the public or private sewer shall be
rotected from backflow of sewage by installing an approved type
f backwater valve. Fixtures on floor levels above such elevation
Ishall not discharge through the backwater valve. UPC 710.1 1
Vent all plumbing fixtures through the roof per UPC 906.0 or
with a loop vent per UPC 909.0. Air admittance valves are not
pennitted unless first approved by the Building Inspector on a
case by case basis.
Water heaters installed in attics, attic -ceiling assemblies,
floor -ceiling assemblies or a floor/sub-floor assembly, where
damage may occur from a leak, shall be installed in a watertight
pan made of corrosion -resistant materials. The pan shall have a
minimum 3/4" drain and the drain shall terminate in a visible
location. The drain cannot empty into the crawlspace beneath a
building. Discharge from a relief valve into a water heater pan
shall be prohibited. UPC 507.4 UPC 507.5
Access will be required for the whirlpool/jetted tub pump and the
tempering valve for all tubs. The tempering valve may also be
installed at the water heater. UPC 409
Showers shall be a minimum of 900 square inches and be capable
of encompassing a 30 inch circle. The shower receptor shall have
a finished dam, curb, or threshold between 2" and 9" above the
top of the drain. The floor of the shower shall slope a minimum of
1/4" and a maximum of 1/2". Lining materials for built-up showers
and shower seats shall be sloped, extend upward 3" above the
horizontal surface, and over the top of the dam or threshold.
Shower receptors shall be tested by filling with water to the top of
the rough threshold while plugged at the drain. Protect the weep
les in the sub -drain clamping ring from clogging.
UPC 408.5 - 408.7
I Main building shut-off required on water supply line. UPC 606.2
Pressure reduction valve on main water supply line required by
City code.
Vent hot water tank relief valve directly to the outside.
UPC 608.5
Hot water heater must be seismically anchored or strapped at
points within the upper one-third and lower one-third of its
vertical dimensions. At the lower point, a minimum distance of 4"
must be maintained above the controls with the strapping.
UPC 507.2
All pressure absorbing devices (e.g. air chambers, mechanical
devices, hammer arrestors) shall be accessible or installed per
manufacturer. UPC 609.10
Minimum I" air- gap required at dishwasher. UPC414.3
Hose bibs (exterior faucets) are required to have a permanently
affixed anti -siphon device installed. UPC 603.5.7
Soaker and jetted tubs shall be installed and supported per the
manufacturer's installation specifications. UPC 409.6
Dwelling/garage separation shall be maintained by installing 1/2" gypsum
wallboard on the garage side from the foundation to the underside of the
roof sheathing. Ceiling of garages with habitable space above shall have
5/8-inch Type X gypsum wallboard attached with 1-7/8 inch 6d coated
nails or equivalent drywall screws and the structural elements supporting
the ceiling protected with 1/2 gypsum wallboard. Enclosed accessible space
under stairs shall have walls, under -stair surface and any soffits protected
on the enclosed side with 1/2" gypsum wallboard. Water resistant gypsum
shall not be used as a tile backing board where there will be direct
exposure to water, or in areas subject to continuous high humidity
(showers, etc.). IRC R302 IRC R702.3.8.1
Fireblocking shall be provided to cut off all concealed draft openings (both
vertical and horizontal) and to form an effective fire barrier between
stories, and between a top story and the roof space. Fireblocking shall be
provided in wood -frame construction in the following locations:
1) In concealed spaces of stud walls and partitions, including furred spaces
and parallel rows of studs or staggered studs as follows:
1. 1 Vertically at the ceiling and floor levels.
1.2 Horizontally at intervals not exceeding 10 feet.
2) At all interconnections between concealed vertical and horizontal spaces
such as occur at soffits, drop ceilings and cove ceilings.
3) In concealed spaces between stair stringers at top and bottom of the run.
4) At openings around vent, pipes, and ducts at ceiling and floor level,
with an approved material to resist the free passage of flame and products
of combustion. For additional requirements see IRC 302.11
Draftstons shall be installed in combustible construction where there is
usable space both above and below the concealed space of a floor/ceiling
assembly, so that the area of the concealed space does not exceed 1000 sq.
ft. and shall divide the space into approximately equal areas. Where the
assembly is enclosed by a floor inembrane above and a ceiling membrane
below, draftstopping shall be provided in floor/ceiling assemblies under
the following circumstances:
I.Ceiling is suspended under the floor framing.
2.Floor framing is constructed of truss -type open -web or perforated
members.
Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8
inch wood structural panels or other approved materials adequately
supported and installed parallel to the floor framing membersIRC R302.12
ADDITIONAL REQUIREMENTS
Height verification shall be done by the applicant's agent/contractor and
observed by the Building Inspector on site. The agent/contractor shall set
up the equipment (transit/bullders level), establish the datum point, and the
point of average grade. These items must be consistent with the approved
plans. If the proposed height of a building (as shown on the plans) is
within 12 inches of the maximum height permitted for the zone, an
elevation survey is required. An elevation survey consists of three
components to be conducted by a licensed surveyor. 1) Prior to
construction, the surveyor shall establish average grade as specified in
ECDC 21.40.030, and shall establish a reference datum point that will be
undisturbed and can be freely accessed. 2) The surveyor shall locate the
elevation of the first floor prior to the City under -floor inspection. 3) A
final letter of height confirmation shall be provided upon completion of the
structure.
SIDEWALK
VIEWLAND WAY
5-Th rz- K4
ARTISAN + ARCHITECT
206 708 9933 JoshAmnCOM
OWNER
PROJECTAIDDRESS
PRESCRIPTIVE OPTION (ENERGY CREDIT 5A)
BRIAN DAWSON (206 265 9208)
1132VIEWLANDWAY
BRAIN@DAWSONGROUPCPA.COM
EDMONDS, WA 98020
INSULATION VALUES
1132VIEWLANDWAY
SLAB PERIMETER (FIRST 241) R-10
EDMONDS, WA 98020
ZONING DESIGNATION
BELOW GRADE WALLS (EXTERIOR) R-10
RS-12
BELOW GRADE WALLS (INTERIOR) R-21
ARCHITECT
ABOVEGRADEWALLS R-21
JOSH PS
HEIGHT LIMIT
FLOORS R-30
5406 SW BEACH DRIVE TER
25'
ATTICS W/ 1"CLEAR VENT SPACE R-49
SEATTLE, WA 98116
ADV FRAMED A71CS W/ 1"CLEAR R-38
CONTACT: S. JOSHUA BRINCKO (206 708 9933)
SETBACKS
VAULTED JOISTSIRAFTERS R-38
JOSH@JOSHARCH.COM
FRONT: 25'
SIDE: 1 V
FENESTRATION U-0.28
STRUCTURAL ENGINEER
REAR: 25'
OVERHEAD GLAZING U-0.50
SWENSON SAY PAGET
21243RDAVE#100
*ALL NEW FENESTRATION TO BE NFRC
SEATTLE , WA 98121
LOT AREA
CERTIFIED
CONTACT: KARL ROSMAN (206 443 6212)
15,681 SF
KROSMAN@SWENSONSAYFAGET.COM
ASSESSORS TAX NUMBER
CONTRACTOR
00548900001916
OWNER
LEGAL DESCRIPTION
SECTION 24 TOWNSHIP 27 RANGE 03 QUARTER
NE PUGET SOUND MCHY DEPOT 5 AC TRS BUK
000 D-1 5 LOT 2 CITY OF EDMONDS SP S-05-172
REC AFN 200708165233 BEING PTN OF TR 19 SD
PLAT
I
SCOPE OF WORK
SYSTEM DESIGN
ADDITION OVER EXISTING FOOTPRINT OF
THIS SYSTEM IS DESIGN/BUILD (IRC CH. 15)
GARAGE; DECK EXTENSION
SYSTEM CRITERIA
AREASUMMARY
MINIMUM OF.35 AIR EXCHANGES PER HOUR
FOR ALL HABITABLE ROOMS.
CONDITIONED SPACE
MAXIMUM OF.50 AIR EXCHANGES PER HOUR
E) MAIN LEVEL 2545 SO FT
FOR ALL HABITABLE ROOMS.
P) ADDITION 260 SO FT
El UPPER LEVEL 3028 SO FT
—so
SYSTEM COMPONENTS
TOTAL F833 Fr
TIMER
INTAKE GRILL & DUCTING (FROM EXTERIOR)
UNCONDITIONED SPACE
MOTORIZED DAMPER
GARAG 1100 SQ FT
E
ELECTRIC AIR TEMPERING UNIT
AE SHED 22.5 SO FT
INTAKE BLOWER
TOTAL 1122.5 SO FT
DISTRIBUTION DUCTING (HABITABLE ROOMt3)
DISTRIBUTION GRILLS (HABITABLE ROOMS)
LOT COVERAGE
ELECTRIC EXHAUST FAN
RESIDENCE & ATTACHED GARAGE 3645 SO FT
EXHAUST DUCTING
DECK (E & P) 746 SO FT
EXHAUST PORT WITH BACK DRAFT DAMPER
SHED 22.5 SO FT
STAIRS ABOVE 36" 50 S0 FT
SYSTEM FUNCTION
TOTAL 4,463,5 SO FT
INTAKE BLOWER, AIR TEMPERING UNIT, AND
EXHAUST FAN TO BE CONNECTED TO TIMER
LOT AREA 15681 SO FT
FOR SYNCHRONIZED, INTERMITTENT USE
COVERAGE CALC: 35% X 15681 = 5488 SQ FT
THROUGHOUT EACH DAY. FRESH AIR FROM
ALLOWABLE COVERAGE 5488 SO FT
THE EXTERIOR IS PULLED THROUGH AIR
PROPOSED COVERAGE 4,463.5 SO FT
TEMPERING UNIT, THEN DISTRIBUTED
THROUGH DUCTING TO ALL HABITABLE
ROOMS. A BALANCED QUANTITY OF AIR IS
SIMULTANEOUSLY EVACUATED FROM THE
INTERIOR W1 THE EXHAUST FAN DUCTED TO
rL3&4 5' -cr-
EXT
Klip" W5 —1 Z--S .5 (--
TABLE OF CONTENTS
SHT
DESCRIPTION
AO.O
BUILDING DEPARTMENT COVER
A1.0
SITE PLAN . PROJECT INFORMATION
A1.1
GENERAL NOTES
NIA
SURVEY
A2.0
ADDITION FLOOR PLANS
A2.1
DECK FLOOR PLANS
A3.0
ELEVATIONS
A3.1
ELEVATIONS
A8.0
DETAILS (TBD)
iT DESCRIPTION (TBD)
VICINITY MAP
NOT TO SCALE
A. 2W 1-1'� a: 69? A(a) + B(b) + C(c) + Did)
B-iff Isq, Ic 78' a + b + c+ d
C-ew
D: 216' d: 78' 4.) Z(78) + 246(69) + 216(78)
69 +78+69 +78 �120-42AVG GRADE
AVERAGE GRADE DIAGRAM
��.C-E �111--
25'FRONT SETBACK
--------------
01
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(E),
LINE OF4
(P) ROOF
ABOVE
DECK
(E) CONIC
(115 SF)
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92
__// - - - - - - - 25-'RE-AR SETBACK �3 u,
- - - - - - - - - -
W
SITE PLAN (TO BE VERIFIED IN FIELD)
SCALE: 1/8" = V_O"
(E) DRIVE
SOUTH PROPERTY LINE
(-95')
M*7vp � k.-
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8!-9"
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BE
o
All drawings, specifications, plans, idea ,
arrangements, and design solutions
represented or referred to am the p= Of
and owned by Josh FS whether the for
which they am made is executed or not. They
were created, "olved, developed and produced
for the sole use on and in connection with this
project and none of the above may be disclosed
or given to or used by any person, firm, or
corporation for any use or purpose whatsoever
including any other project, except upon written
permission ofJosh PS.
COPYRIGHT 2019
JOSH PS
9388
REGISTERED
ARCHITECT
S. JOSHUA BRINCKO
8 DPW
)�TAr N TON
TE 'OF W�A7S.INGTON
DESIGN
SJ13
DRAWN
CEC
CHECKED
SJB
DATE
12019-0121 DESIGNII
12019-0311 PERMIT]
APPROVED BY PLA ING
4
ENGINEERING DMSION
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CITY (copy
RECEIVED
MAR 15 2019
BUILDING
NORTH
DAWSON
1132 VIEWLAND WAY
EDMONDS, WA 98020
PERMIT
SITE PLAN
PROJECT INFORMATION
A1.0
GENERALINOTES
I. ALL WORK To COMPLY WITH'2015 INTERNATIONAL RESIDENTIAL CODeWfTH JURISDICTION AMENDMENTS
WHERE APPLICABLE.
2. ALL APPLICABLE CODES. ORDINANCES AND MINIMUM STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER
ALL DRAWINGS, NOTES AND SPECIFICATIONS.
3. CONTRACTOR MUST CONTACTARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES IN CONTRACT DOCUMENTS
OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK.
4. CONTRACTOR MUST CONTACT ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES BETWEEN CONTRACT
DOCUMENTS AND APPLICABLE CODES PRIOR TO PROCEEDING WITH WORK.
5. CONTRACTOR TO VERIFY ALL DIMENSIONS, GRADES, AND EXISTING CONDITIONS BEFORE PROCEEDING WITH
WORK.
6. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH ALL ASPECTS OF THE WORK
PRIOR TO CONTRACTING WITH THE OWNER TO PERFORM THE WORK.
7. CONTRACTOR SHALL VERIFY CONFORMANCE OF ACTUAL SOIL CONDITIONS WITH SOILS REPORT AND DESIGN
ASSUMPTIONS.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS FOR THE WORK, EXCEPT FOR
THE BUILDING PERMIT WHICH IS THE RESPONSIBILITY OF THE ARCHITECT.
9. CONTRACTORS GUARANTEE ON ALL MATERIALS AND WORKMANSHIP TO BE (1) YEAR FROM DATE OF
COMPLETION UNLESS NOTED OTHERWISE IN CONTRACT.
10. REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE PROVIDED AS IF DRAWN IN FULL.
REPETITIVE NOTES MAY BE CALLED OUT ONLY ONCE AND INDICATED AS TYPICAL (TYP),
11. DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE OR CENTERLINE OF INTERIOR COLUMNS UNLESS
NOTED OTHERWISE.
12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING MECHANICAL, ELECTRICAL, AND PLUMBING
CONTRACTORS AND NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES IN FRAMING PRIOR TO PROCEEDING
WITH WORK.
13. THESE DRAWINGS ARE DESIGN -BUILD IN THE AREAS OF MECHANICAL, ELECTRICAL, AND PLUMBING.
14. THE GENERAL CONTRACTOR AND OTHER PARTIES DOING WORK ON BEHALF OF THE GENERAL CONTRACTOR
INCLUDING BUT NOT LIMITED TO SUBCONTRACTORS AND ALL STAFF ARE REQUIRED TO BECOME FAMILIAR WITH
ALL REGULATIONS REGARDING THE CONSTRUCTION, DEMOLITION. AND RELATED ACTIVITIES FOR THE PROJECT.
ANY VIOLATIONS TO APPLICABLE REGULATIONS CAUSED BY THE PARTIES HEREIN SHALL BE THE RESPONSIBILITY
OF THE GENERAL CONTRACTOR.
15. VISIBLE OVERLAPPING MATERIALS SUCH AS FLASHING TO BE LAPPED SUCH THAT SEAM IS NOT FACING
STREET OR DOMINANT VIEW.
16. VENTS AND PENETRATIONS TO BE HIDDEN FROM VIEW FROM STREET OR DOMINANT VIEW.
17. THE GENERAL CONTRACTOR IS REQUIRED TO ORGANIZE A MEETING ON SITE WITH THE ARCHITECT AND
ACTUAL LABORS INSTALLING SIDI NG TO CONFI RM LOCATIONS OF EACH SIDING MATERIAL.
JOB SITE SAFETY
1. THE ARCHITECT HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN ANDIOR
CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTORS SAFETY PRECAUTIONS
2. PERIODIC SITE VISITS PERFORMED BY THE ARCHITECT SHALL NOT BE CONSTRUED AS
SUPERVISION OF ACTUAL CONSTRUCTION SAFETY PRECAUTIONS.
3. THE ARCHITECT IS NOT RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF
WORK BY THE CONTRACTOR OR THE CONTRACTORS EMPLOYEES OR EMPLOYEES OF SUPPLIERS OR
SUBCONTRACTORS, OR FOR ACCESS, VISITS. USE. WORK, TRAVEL OR OCCUPANCY BY ANY PERSON.
SITE WORK
1. ALL EXCAVATION AND FILL SHALL BE STORED AND PROTECTED SUCH AS TO PREVENT RUN OFF OF MATERIAL
TO ADJACENT PROPERTIES.
2. FOOTING DRAIN TO BE SEPARATE FROM ROOF AND IMPERVIOUS AREA DRAINS.
3. DOWNSPOUT DRAIN TO BE 4"DIAMETER TIGHTLINE UNLESS NOTED OTHERWISE.
4. FOOTING DRAIN TO BE 4"DIAMETER PERFORATED PIPE WRAPPED IN GEOTEXTILE FABRIC UNLESS NOTED
OTHERWISE
5. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH REQUIRED SEPTIC ANDIOR STORM WATER DETENTION
SYSTEMS.
6. SUBSTANTIAL COMPLETION SHALL BE DEFINED AS A POINT IN WHICH ALL INSPECTIONS ARE APPROVED, AND
THE BUILICING MAY BE USED FOR ITS INTENDED PURPOSE. THE BUILDER SHALL PRESENT A FINAL APPLICATION
FOR PAYMENT TO THE OWNER AT THE POINT OF SUBSTANTIAL COMPLETION. ONCE THE FINAL APPLICATION FOR
PAYMENT IS RECEIVED, THE OWNER SHALL PRESENT A PUNCHLIST TO THE GENERAL CONTRACTOR TO FINALIZE
ANY MINOR ITEMS THAT MAY NEED REPAIRED, BUILT, ALTERED, OR OTHERWISE ADDRESSED TO BRING THE
BUILDING IN CONFORMANCE WITH THE CONSTRUCTION DRAWINGS, CODE REQUIREMENTS, AND ORDINARY
STANDARD OF CONSTRUCTION QUALITY. ONCE THE PUNCHLIST IS DELIVERED TO THE BUILDER, THE OWNER
ACCEPTS RESPONSIBILITY FOR THE BUILDING AND UTILITIES AND MAY OCCUPY THE BUILDING FOR ITS INTENDED
USE ONCE APPROVED BY THE BUILDER. THE WARRENTY PERIOD SHALL BEGIN AT THE TIME THE OWNER
OCCUPIES THE BUILDING.
EARTH WORK
1. EXTEND EXCAVATION DOWN TO UNDISTURBED SOIL OF THE SPECIFIED STRENGTH WITH A MINIMUM OF 18"
BELOW LOWEST ADJACENT FINISH GRADE.
2. COMPACTED FILL TO BE WELL GRADED AND GRANULAR WITH NOT MORE THAN 5% PASSING A 200 SIEVE. PLACE
IN S" LOOSE LIFTS AND COMPACT TO 95% MODIFIED AASHO DENSITY AT OPTIMUM MOISTURE CONTENT.
3. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE
DRAINAGE AS NOTED IN THE SOILS REPORT.
VENTILATION NOTES
1. ALL WORK TO COMPLY WITH THE 2015 IRC CHAPTER 15 WITH JURISDICTION AMENDMENTS
2. SOURCE SPECIFIC FANS S14ALL BE LOCATED IN ALL KITCHENS, BATHROOMS, WATER CLOSETS AND LAUNDRY
FACILITIES. VENTILATION CAPACITY SHALL BE AT LEAST 50 C.F,M. FOR BATHROOMS AND LAUNDRY ROOMS
(intermittent use) AND 100 C.F.M. FOR KITCHENS (Intermittent use). DUCTING SHALL TERMINATE OUTSIDE THE
BUILDING AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS.
3. WHOLE HOUSE VENTILATION SYSTEM SHALL BE CAPABLE OF.35 AIR EXCHANGES PER HOUR BUT NO MORE
THAN.50 AIR EXCHANGES PER HOUR UNDER NORMAL OPERATING CONDITIONS. OUTDOOR AIR SHALL BE
PROVIDED TO ALL HABITABLE ROOMS. FAN SHALL HAVE A SONE RATING OF 1.5 OR LESS MEASURED AT 0.1 INCHES
WATER GAUGE.
4. DUCT WORK SHALL CONFORM TO TABLE M1508.6.2 AND MIS06.11 OF THE'2015 IRC CHAPTER 15, WITH
JURISDICTION AMENDMENTS.
5. INSULATE DUCTS WITH MIN. R8 INSULATION, ALTHOUGH NO INSULATION IS REQUIRED IF THE DUCTS AND
EQUIPMENT COMPLETELY ENCLOSED WITHIN THE BUILDING ENVELOPE
6. PROVIDE A M INIMUM NET AREA OF 1 SQUARE FOOT OF VENTILATION AREA FOR EACH 150 SQUARE FEET OF
CRAWLSPACE AREA. PLACE OPENINGS AS NEAR AS TO CORNERS AS PRACTICABLE AND SHALL PROVIDE CROSS
VENTILATION.
7. ALL CRAWLSPACE VENTS TO BE PROVI DED WITH 114" NON -CORROSIVE WIRE MESH.
8. PROVIDE A M IN IMUM NET AREA OF 1 SQUARE FOOT OF VENTILATION AREA FOR EVERY 150 SQUARE FEET OF
ATTIC AREA. PROVIDE A CONTINUOUS I INCH MINIMUM AIR SPACE ABOVE INSULATION FOR CROSS
VENTILATIONALL ROOFS TO BE GROSS -VENTED U.N.O.
9. ALL ATTIC VENTS TO BE PROVIDED WITH 114"NON-CORROSIVE WIRE MESH OR APPROVED SOFFIT VENTS
10. OUTDOOR AIR INLETS SHALL BE INSTALLED WITHIN EACH HABITABLE SPACE WITH NOT LESS THAN 4 SQUARE
INCHES OF INLET AREA EACH WITH SCREENS AND CONTROLLABLE OPENINGS NOT WITHIN illy OFANAPPLIANCE
VENT OR PLUMBING DRAIN VENT OUTLET, NOT WITHIN A ROOM WITH FUEL BURNING APPLICANCES, NOT WITHIN
ATTICS, CRAWLSPACES, OR GARAGES AND NOT WITHIN UNSANITARY OR ORDOROUS AREAS PER IRC M1507.3A.4
11. PER SRC MI 501.1 EXHAUST FAN VENTS SHALL TERMINATE OUTDOORS AND NOT IN ATTICS, SOFFITES, RIDGE
VENTS, OR CRAWL SPACES. TERMINATIONS TO EXIT THE STRUCTURE WITH CLEARANCES MEETING SRO M1506.3-
NOT LESS THAIN 3 FEET FROM PROPERTY LINES, 3 FEET FROM OPERABLE OPENINGS INTO THE BUILDING AND 10
FEET FROM MECHANICAL AIR INTAKES.
MOISTURE PROTECTION
1. PROVIDE PRESSURE TREATED PLATES BETWEEN CONCRETE AND
FRAMING.
2. PROVIDE A MINIMUM OF 12"CLEAR BETWEEN WOOD GIRDERS AND EARTH.
3. PROVIDE A MINIMUM OF Ir CLEAR BETWEEN WOOD JOISTS AND EARTH.
4. PROVIDE A MINIMUM OF O"CLEAR BETWEEN WOOD POSTS AND EARTH.
5. PROVIDE A MINIMUM OF T' CLEAR BETWEEN WOOD POSTS AND CONCRETE FLOORS.
6. CAULK ALL OPENINGS THOROUGHLY.
7. FLASH ALL OPENING$ WITH A MINIMUM OF 26 GAUGE GALVANIZED STEEL TO ACCEPTABLE INDUSTRY
STANDARDS.
B. METAL COPING AT PARAPET TO BE A MINIMUM OF 22 GAUGE GALVANIZED STEEL.
9. JOSH RECOMMENDS WET SEAL AND WET FLASH LIQUID APPLIED WEATHERPROOFING IN LIEU OF BUILDING
PAPER OR HOUSEWRAP.
FIRE PROTECTION
1. THE GARAGE SHALL BE SEPERATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN THE FOLLOWING:
-NOT LESS THAN (1) LAYER OF 519- TYPE 'X' GYPSUM WALLBOARD APPLIED TO ALL GARAGE WALLS. NOTLESS
THAN (2) LAYERS OF 5/8' TYPE 'X' GYPSUM WALLBOARD AT CEILINGS.
1-3/8"MINIMUM THICK, SOLID CORE, OR HONEYCOMB CORE STEEL DOOR, OR A 20-MIN. FIRE -RATED DOOR.
DUCTS PIERCING FIRE SEPARATION TO BE A MINIMUM OF 26 GAUGE, AND HAVE NO
OPEN INGS INTO THE GROUP "U'OCCUPANCY.
2. FIRE SEPARATION TO BE HORIZONTAL AND VERTICAL INCLUDING ALL STRUCTURAL MEMBERS SUPPORTING THE
FIRE SEPARATION.
3. ALL ENCLOSED USEABLE SPACE UNDER STAIRWAYS SHALL BE (1) LAYER OF 518.. TYPE x GYPSUM WALLBOARD
ON ENCLOSED SIDE.
4. SMOKE DETECTORS IIHALL BE HARD WIRED TO BUILDING POWER AND SHALL HAVE BATTERY BACKUP.
5. SMOKE DETECTORS SHALL BE AUDIBLE IN ALL SLEEPING ROOMS, AND OUTSIDE EACH SLEEPING AREA
IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
6. A MINIMUM OF (1) SMOKE DETECTOR SHALL BE INSTALLED ON EACH FLOOR INCLUDING THE GARAGE.
7. FIRESTOPPING AND DRAFTSTOPPING SHALL CONSIST OF 2"NOMINAL LUMBER.
8. FIRESTOPPING AND DRAFTSTOPPING IS REQUIRED IN THE FOLLOWING PLACES:
-CON EALED SPACES AT ALL FLOOR AND CEILING LEVELS AND AT 10 FOOT
INTERVALS ALONG THE LENGTH OF THE WALL.
INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES
(i.e. Strifits)
CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF THE RUN.
9. ROCK WOOL AROUND ALL OPEN INGS FOR VENTS, PIPES, DUCTS, ETC.
10. EMERGENCY EGRESS WINDOWS SHALL MEET THE FOLLOWING REQUIREMENTS:
CLEAR OPEN WIDTH 20'(Minimm)
CLEAR OPEN HEIGHT 24"(Minimum)
CLEAR OPEN AREA 5.7 sk (Minimum)
SILL HEIGHT 4C (Maximum)
11. PREFABRICATED FIREPLACES SHALL BEAR U.L. OR I.C.B.O. SEAL OF APPROVAL AND SHALL BE INSTALLED PER
MANUFACTURER INSTRUCTIONS.
12. APPLIANCE GENERATING A GLOW, A SPARK, OR FLAME MAY BE INSTALLED IN THE GARAGE PROVIDED THE
HEATING ELEMENTS AND SWITCHES ARE 18"ABOVE THE FLOOR.
13. GARAGE FLOOR TO BE CONSTRUCTED OF NON COMBUSTIBLE MATERIAL (CONCRETE)
SHOP DRAWINGS
SHOP DRAWINGS ARE REVIEWED FOR DESIGN INTENT ONLY. CONTRACTOR SMALL FURNISH SHOP DRAWINGS FOR
ALL SHOP FABRICATED ITEMS AND WHERE CUSTOMARILY REQUIRED (WINDOWS, CABINETS, STEEL,ETC) TO THE
ARCHITECT FOR REVIEW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE SHOP DRAWINGS FOR
ACCURACY, COORDINATION WITH OTHER TRADES, AND COMPLIANCE WITH THE CONTRACT DOCUMENTS BEFORE
BEING SUBMITTED FOR APPROVAL. ARCHITECTS OR ENGINEERS APPROVAL OF SHOP DRAWINGS SHALL
CONSTITUTE REVIEW AND APPROVAL OF THE GENERAL ARRANGEMENT OF COMPONENTS TO COMPLY WITH THE
GENERAL INTENT OF THE CONSTRUCTION DOCUMENTS AND IN NO WAY RELIEVES THE CONTRACTOR FROM THE
RESPONSIBILITY FOR COMPLIANCE FROM THE CONTRACT DOCUMENTS, EVEN IF SUCH ITEMS ARE NOT SHOWN ON
THE SHOP DRAWINGS i THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS TO ENSURE A PROPER
FIT UNDER FIELD CONDITIONS TO ENABLE ALIGNMENTS DESIRED. ALL REVISIONS TO SHOP DRAWINGS AFTER THE
FIRST SUBMISSION MUST BE PROPERLY IDENTIFIED ON SUBSEQUENT SUBMISSIONS. SEE STRUCTURAL NOTES
AND PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND CLARIFICATIONS REGARDING SHOP
DRAWINGS.
SAFETY AND SECURITY
1. DEADBOLTS WITH A MINIMUM THROW OF 1/2"AND A VIEWPORT ARE REQUIRED AT ALL EXTERIOR DOORS.
1, DEADBOLTS OR APPROVED LOCKING DEVICES ARE REQUIRED ON ALL SLIDING DOORS.
ALL LOCKS SHALL BE OPENABLE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT.
4. WINDOWS WITHIN 10'-D"OF FINISHED GRADE SHALL BE PROVIDED WITH LATCHING DEVICES.
5. STAIRWAYS TO MEET THE FOLLOWING REQUIREMENTS:
OCCUPANCIES LESS THAN 10
STAIR WIDTH 36"(Minimum)
TREAD WIDTH 101 (Minimum), 6" Minimum for Windem
RISER HEIGHT 7 314H (Maximum)
HEADROOM 80" (Minimum)
14ANDRAIL HEIGHT 34"to 38H above nosing
HANDRAIL GRASP 1-1/4'(Min) to 2'(Max)
6, HANDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT PASSING A 4" DIAMETER SPHERE
THROUGH ANY OPENING.
7. GUARDRAILS SHALL BE A MINIMUM OF 36" ABOVE FINISH FLOOR.
8. GUARDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT PASSING A 4"DIAMETER SPHERE
THROUGH ANY OPENING.
GLAZING NOTES
1. ALL GLAZING TO BE (2) PANE INSULATED GLASS OR BETTER UNLESS NOTED OTHERWISE.
2. SLIDING DOORS TO BE SAFETY GLASS, LAMINATED GLASS, OR TEMPERED GLASS.
3. SHOWER DOORS AND ENCLOSURES TO BE SAFETY GLASS, LAMINATED GLASS, OR TEMPERED GLASS.
4. REFER TO WINDOW SCHEDULE FOR ADDITIONAL REQUIREMENTS.
5. JOSH RECOMMENDS CARDINAL GLASS W1 COATINGS AS SPECIFIED IN SHOP DRAWINGS.
BATHROOM NOTES
1. WALL COVERINGS IN SHOWERS TO BE MOISTURE RESISTANT MATERIAL TO 72"(Minimum) ABOVE DRAIN INLET.
2. TOILET TO HAVE CLEAR SPACE OF 3T WIDE (Minimum) AND 24�'CUEAR (Minimum) IN FRONT OF STOOL.
INSPIRATIONAL COMMENTS
1. THIS PROJECT IS NOT A SPEC HOME. WE TAKE A LOT OF PRIDE IN CREATING A SPECIAL BUILDING CUSTOMIZED
FOR THIS CLIENT, AND WE HOPE YOU WILL DO THE SAME. LETS WORK TOGETHER TO DO SOMETHING SPECIAL.
2. ALL WORK IS REQUIRED TO EXCEED YOUR ORDINARY LEVEL OF SATISFACTION. WE ARE EXCITED TO SHOW THIS
PROJECT TO OUR FRIENDS AND FAMILY, AND WE HOPE YOU WILL SHARE THAT EXCITEMENT.
3. JUST BECAUSE SOMETHING WAS BUILT A CERTAIN WAY BEFORE, DOES NOT MEAN IT NEEDS TO BE BUILT A
CERTAIN WAY NOW. THINK A LIME DIFFERENTLY, AND BE CREATIVE. EVERY CIRCUMSTANCE IS DIFFERENT. BUILD
UPON YOUR PREVIOUS EXPERIENCES TO DO BETTER AND HONE YOUR SKILLS EVEN MORE. EVERY DETAIL IS A
CHANCE TO PUSH YOUR LIMITS.
4. BE IVILLING TO LEARN SOMETHING NEW AND TEACH SOMETHING NEW SINCE WE ARE ALL LEARN ING AT ALL
TIMES
DRAWING LEGEND
SYMBOL
DESCRIPTION
REMARKS
WINDOW SYMBOL
See Window Schedule
DOOR SYMBOL
See Door Schedule
ELISPACE
NUMBER
See Finish Schedule
GRID LINE
MATCH LINE
41-Vaikb
VERTICAL
DATUM POINT
Stone Wood
SURFACE MATERIAL CHANGE
(DWG)
1�f7
DETAIL REFERENCE
SECTION CUT
REFERENCE
INTERIOR
4402
ELEVATION
See Interior Elevations
REFERENCE
MATERIAL SYMBOL LEGEND
SYMBOL
DESCRIPTION
SYMBOL
DESCRIPTION
EARTH / COMPACT FILL
ROUGH WOOD
FRAMING
GRAVEL I POROUS FILL
WOOD BLOCKING
ACONCRETE
PLYWOOD
CMU/BRICK/STONE
VENEER
FINISH WOOD
GYPSUM WALL BOARD I PLASTER
BATT INSULATION
STEEL
OR OTHER METALS
RIGID INSULATION
NATURALSTONE
ABBREVIATION LIST
ABV ABOVE
AC AIR CONDITIONING
ACT ACOUSTICAL TILE
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALL M ALUMINUM
ARCH ARCHITECTIARCHITECTURAL
BLDG BUILDING
BMAB BUY ME A BEER
BSMT BASEMENT
STS BURYTHEBODIES
CAB CABINET
CL CENTER LINE
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CPT CARPET
CRV CONTINUOUS RIDGE VENT
CSMT CASEMENT
CY CUBIC YARD
d PENNY
D DRYER
iD) DEMOLITION
DAFD DONT ASK FOR DETAIL
IDEAS DON'T BE A BABY
DQTA DON'T QUESTION THE ARCHITECT
DEL DOUBLE
DCU DON'T CALL US
D�A D:AMETER
D M D MENSION
DIL DEAD LOAD
DIN DOWN
DS DOWNSPOUT (EXTERIOR)
DTL DETAIL
DW D SHWASHER
DING D=ING
E EAST
(E) EXISTING
EA EACH
ELEC ELECTRIC
ELEV ELEVATION
ENG ENGINEER
EQ EQUAL
EQUIP EQUIPMENT
EXIST EXISTING
EXT EXTERIOR
FF FLOOR DRAIN
FIN FINISH
FLASH FLASHING
FT FOOTIFEET
FTG FOOTING
GA GAUGE
G,kL GALLON
GALV - GALVANIZED
GFI GROUND FAULT INTERRUPTER
GUS GLU-LAMINATED BEAM
GINS GYPSUM WALL BOARD
GYP GYPSUM
HOWD HARDWOOD
HR HOUR
HT HEIGHT
HW HOT WATER TANK
ISO INTERNATIONAL BUILDING CODE
IRC INTERNATIONAL RESIDENTIAL CODE
:D INSIDE DIAMETER
CIS INTERIOR DOWNSPOUT
IN INCH
NSUL NSULATION
NT ZERIOR
JDI JUST DO IT
LAM LAMINATED
LB POUNDS
LF LINEAL FOOT
LH LEFT HAND
U. LIVE LOAD
MAX
MB
MECH
MANUF
MILP
MIN
MISC
MTL
IN
(N)
NA
NIC
NOM
NTS
01
OC
OD
DO
(P)
PERF
PERP
PIL
PLAM
PLY
PSIF
PSI
PT
PTO
QTY
R
R
RD
REP
REINF
REQ
RH
RM
RO
RV
S
SCHEID
SF
SHMTL
SIM
SPECS
SO
STD
STL
STOR
STRUCT
SYM
MAXIMUM
MACHINE BOLT
MECHANICAL
MANUFACTURER
MAKE IT LOOK PRETTY
MINIMUM
MISCELLANEOUS
METAL
NORTH
NEW
NOT APPLICABLE
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
OVER
ON CENTER
OUTSIDE DIAMETER
OVERFLOW DRAIN
PROPOSED
PERFORATED
PERPENDICULAR
PROPERTY LINE
PLASTIC LAMINATE
PLYWOOD
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
PAINTED
QUANTITY
RADIUS
RISER
ROOF DRAIN
REFRIGERATOR
REINFORCING
REQUIRED
RIGHT HAND
ROOM
ROUGH OPENING
RIDGE VENT
SOUTH
SCHEDULE
SQUAREFOOT
SHEET METAL
(;�#*If
ARTISAN + ARCHITECT
206 708 9933 JoshArchCOM
Ail drawings, specifications, plans, ideas,
arrangements, and design solutions
represented or referred to am the property of
and owned by Josh PS whether the 6nject for
which they am made is executed or not. They
.am created, evolved, developed and produced
for the sole use on and in connection with this
project and none of the above may be disclosed
or given to or used by any person, Firm, or
corporation for any use or purpose what oever
Including any other project ptu on written
permission Zie'hmps. P
@ COPYRIGHT2019
JOSH PS
9388 REGISTERED
ARCHITECT
OSHUA BRINCKO
STATE OF WASHINGTON
SIMILAR
SPEC FIC
SQUA I RE ATIONS APPROVE[o
STAINED
STEEL
STORAGE
STRUCTURAL
SYMBOL
TREAD
TELEPHONE
TEMPERED
TEMPERATURE
TONGUE AND GROOVE
TOP OF
TOP OF PLATE
TOP OF SLAB
TOP OF WALL
TELEVISION
TRAIN WRECK
TYPICAL
UNLESS NOTED OTHERWISE
USE COMMON SENSE
VINYL COMPOSITION TILE
VERIFY
VERTICAL
VERTICAL GRAIN
WEST
WATT
WIDTH
WITH
WITHOUT
WOOD
WATERPROOF
WATER RESISTANT
WEATHER RESISTANT HARRIER
WFIGHT
WHAT WOULD JOSH DO
W
YJ1RD7ALL WORK SUBJECT
TO FIELD
INsP CTION FOR�
JOSH PS POLICIES UI: PLIANCE
T
TEL
TEMP
TEMP
T&G
TO
TOP
TOS
TOW
TV
TW
TYP
UNO
UCS
VCT
VER
VERT
VG
W
W
W
W1
w/o
WD
WP
WR
WRB
WT
WWJD
WWM
YD
1. DO NOT USE BIFOLD DOORS FOR CLOSETS ---------- J
2' DO NOT USE MATERIALS WITH WOOD GRAIN UNLESS THE MATERIAL IS WOOD
3 - DO NOT USE GLASS BLOCK
4. METAL FABRICATION ONLY TO BE DONE BY GEORGETOWN METALWORKS UNLESS APPROVED OTHERWISE
5. DO NOT USE WHITE WINDOWS UNLESS APPROVED OTHERWISE
6. DO NOT PURCHASE APPLIANCES, DOORS, OR WINDOWS (OR ANY MATERIAL) WITHOUT JOSH APPROVAL
7. Do NOT TEAR DOWN ANY BUILDING OR LANDSCAPING UNLESS APPROVED OTHERWISE
8. DO NOT PUT STRUCTURE (JOISTSIRAFTERSIBEAMS) IN THE CENTER OF A HALL OR ROOM - WE PUT LIGHTING Ti-
9. DO NOT USE ELECTROLUX OR FRIGIDAIRE APPLIANCES
10. DO NOT BEGIN CONSTRUCTION UNTIL THE FINAL PLANS HAVE BEEN REVIEWED WITH JOSH ARCHITECTS
11. INSTALL J BOXES FOR AN ELECTRICAL WALK-THROUGH WITH JOSH AND CLIENT PRIOR TO RUNNING WIRES
12. DO NOT LEAVE SPACES LESS THAN T BETWEEN TRIM(S) AND OTHER OBJECTS - WE WILL DESIGN WIDER TRIM
SOME OTHER SOLUTION.
13. DO NOT TALK WITH THE BUILDING DEPARTMENT UNLESS YOU HAVE FIRST CONSULTED WITH JOSH
14. AESTHETICS OR STYLE ARE NOT PART OF OUR DESIGN PROCESS, SO PLEASE BASE DECISIONS ON PRACTICA
SOLUTIONS
DESIGN SJB
DRAWN SJB
CHECKED SJB
DATE 12019-0121 DESIGN]
[2019-0311 PERMIT]
CITY OF EDMONDS
BUILDINQ DEPARTMENT
WORK_____=dL,k
ADDRESS__ua_, I Jak�
OWNER
_R
'APPROVED DATE 13D
BLDG. OFFICIAL:
R_
PERM11T NUIA
15. THE BUILDER IS ENCOURAGED TO WEIGH-IN ON MORE EFFECTIVE AND EFFICIENT CONSTRUCTION METHODS AND
SUGGEST BETTER WAYS OF BUILDING TO THE ARCHITECT
16. DIFFERENT MATERIALS MAY NOT BE COPLANAR (FLUSH)
17 . BUILDING PAPER (OR HOUSE WRAP) MAY NOT BE EXPOSED FOR LONGER THAN A WEEK, OR IT SHOULD BE REPLACED
18. LIQUID APPLIED WATERPROOFING (PROSOCO OR SIMILAR) IS HIGHLY RECOMMENDED OVER PAPER WEATHER
BARRIERS
DAWSON
19. DO NOT INSTALL SOLAR PANELS UNTIL THE BU ILDING HAS FIRST BEEN SUPER -INSULATED AND WRAPPED WITH
INSULATION BOARD (REFLECTIVE SIDE FACING INTERIOR) WITH TAPED SEAMS
1132VIEWLANDWAY
20, DISCUSS ANY UNCLEAR INFORMATION WITH JOSH AS SOON AS POSSIBLE, BE RESPONSIVE, AND BE A TEAM PLAYER
21. ROOF FASCIAS NOT TO EXCEED 10"IN HEIGHT
EDMONDS, WA 98020
I CODES REFERENCED I
2015 INTERNATIONAL RESIDENTIAL CODE (IRC)
2015 INTERNATIONAL BUILDING CODE (IBC)
2015 INTERNATIONAL MECHANICAL CODE (IMC)
2015 WASHINGTON STATE ENERGY CODE (WSEC)
PERMIT CITY Copy
GENERAL NOTES
14AR 15 2019
BUILDING
A1.1
PRESCRIPTIVE CHECKLIST FOR THE 2015 WASHINGTON STATE ENERGY CODE
The lofimm a dist cites 2015 Washington State Energy Code WSEC) items
ftm,.",,,,c,Pm,cr,,dve11 I
mwim. mulal new constructlon projects. This checklist is not a substitute for
fimm.ng"cowfissfir., is it a list of comprehensive energy code requirements.
RI 03.2
Include details in construction documents regarding Insulation materials and their R-values;
fenestration U-factors; area�welghted L-factor calculations; mechanical system design criteria;
machanlc�l and service water heating system and equipment types, sizes and efficiencies;
equipment and systems controls; duct sealing, duct and pipe insulation and location; and air
sealing details
R103.3.1 I �iplproved Drawings on Site
One set ?if construction documents so reviewed shall be retained by the code official. The other
set shall le returned to the applicant, kept at the site of work and shall be open to inspection
by the ode official or a duly authorized representative
R104.2.2.1 I I Wall Insulation Inspection
The buildling official, upon notification, shall make a wall insulation inspection in addition to
those Inspections required In Section R1 09 of the International Residential Code. This
inspectiod shall be made after all wall and cavity insulation is in place and prior to caver.
R302.2 D I asign Conditions for Sizing HVAC
The heating or cooling outdoor design temperatures shall be selected from the
WSEC Appendix: hftp://�.onergy.mu.edu/Documentstga_2015WSECLAppx.pdf
I
R303.1.1 Insulation Certification
The insulation installers shall provide a certification listing the type. manufacturer and R-value
ofinsulati , on Installed in each element of the building thermal envelope. For blown or sprayed
I n:ula filia,',,lass arind cel�ulcse), the Initial installed thickness, settled thickness, settled Rvalue,
I tiot it cove age a a
n te, 1.1 an and number of bags installed shall be listed on the
certificatio , n. For sprayed polyurethane foam (SPF) Insulation, the installed thickness of the
areas covered and R-vatum of Installed thickness shall be listed on the certification. The
insulation I installer shall sign, data and post the certification in a conspicuous location on the job
site. Insulation Certificate for Residential New Construction:
R303.1.1.1 Insulation Markers
The thickness of blmn.in or sprayed rool/calfing Insulation
(fiberglass or cellulose) shall be written In inches (mm) on
markers that are installed at least one for every 300squam
feet (28 m'2) throu ghout the atic space
i
R303.2.1 Protection of Exposed Foundation Insulation
above grace and 6" below grade
Insulation'applied to the exterior of basement walls,
crawlsipace walls and the perimeter of slab -on -grade floom
shall have a rigid, opaque and weather -resistant protective
covering I , o prevent the degradation of the insulation's
thermal piurformance.
I
R401.3 CIftficat. " ..... `�
A permanent certificate shall be completed and posted on
or within t . three feet ofthe electrical distribution panel by
the builder or registered design professional. The
cartifficatei shall be completed by the builder or registered design professional. The certificate
must list the energy features of the structure. Design Certificate:
Table 401.1.1 Footnote "d"Slab
R-Value
R-1 0 continuous insulation is required under
heated slab on grade floom, See R402.2.9.1.
Table 402 1,11 Footnote �k"Celllng
R-Value
For single rafter orjolst-vaulfted cellings, the
insulation may be reduced to R-38.
Table 402.1.1 Footnote "m" Intermediate Framing
Int ' (intermediate framing) denotes standard framing
16 1 riches on center with headers insulated with a
minimum of R-10 Insulation.
R402.2.1 IC.Ili,ga with Aftic Spaces
R-38 she I be deemed to satisfy the
requirement for R49 wherever the full height
of uncompressed R'38 Insulation extends over
the wall top plate at the eaves.
R402.2.1.1 Loose FIII Insulation in Attic Spaces
Oper4own or poured loose fill Insulation may be =ln'taffic s== ihe slope of the
ceiling is not more than 3 feet in 12 and there is at least 30 inches of clear distance from the top
of the bottom chord of the truss or calling joist to the underside of the sheathing at the noof
ridge.
R402.2.3 Eave Baffle
For air permeable Insulations in vented attics, a baffle shall
be installed adjacent to soffit and save vents.
R402.2.4 Access Hatches and Doors
Access d.o. from conditioned spaces to unconditioned
spaces (e.g., attics and crawl spaces) shall be weather
stdpipml and insulated to a level equivalent to the
insulation on the surrounding surfaces.
R402.2.7 Floors _d
u
Floor ins 0:0on shall be installed to M
maintain P mummit contact with the
underside of the aubfloor decking.
Insul ation supports shall be installed so
spacing is no mom than 24 Inches on
center. Foundation vents shall be placed
so that the top of the vent Is below the
lower surface of the floor Insulation.
R402.2.7 Floors Exception
When foundation vents am not placed so
that the top of the vent is below the
lower surface of the floor Insulation, a permanently attached baffle shall be installed at an
angle of 30. from horizontal, to divert air flow below the lower surface of the floor insulation.
R412.2.7 Floors Exception
Substantial contact with the surface being insulated is not required in enclosed floor/wiling
assemblies conlainIng ducts where full R value insulation is installed between the duct and
the exterior surface.
R402.2.8 Basement Walls
Below�grade exterior wall insulation used on the exterior (cold) side of the wall shall extend
fr. in the top of the bolow-grade wall to the top of the footing and shall be approved for thelowgrade
use. Ab..-gmde insulation shall be protected. Insulation used on the interior (.ann)
side of the wall shall extend from the top of the below -grade wall to the below -grade floor level
and shall Include R-5 rigid board providing a thermal break between the concrete wall and the
'lab.
R402.2.9 Slalb-on-Grade Floors
The minimum thermal resistance (R,value) of the insulation around the perimeter of unheated
or heated slab -on -grade floors shall be as
a 'fled in Table R402.1.1. The insulation
peci
shall be placed on the outside of the
foundation or on the inside of the
foundation wall. The insulation shall
end downward from the top of the
lab for a minimum distance as shown in
the table or to the top of the footing,
whichever is less, or downward to at least
the bottom of the slab and then
horizontally to the interior or exterior for
the total distance shown In the table. A
&A-b.
two -Inch by two-inch (maximurn) at
pressure treated nail.. .1.1 .. _
the Imished floor elevation for attachment of interior finish materials. Insulation extending
may from the building shall be protected by pavement or by a minimum of 10 inches (264 mm)
.fmil .
R402.3.1 U-factor
An area-welghted average of fenestration products shall be permitted to satisfy the IJ14actor
requirements.
Example of Area Weighted U-Value Calculation:
Window #1 am ft2 U -.34 U x A = 3' 4
: �0
Window #2 am 5 ft2 U =.28 U x A=4.2
Total area 25 ft2 Total U x A = 7.6
Area weighted average 7.6/25 m 0.30
R402.3.3 Glazed Fenestration Exemption
Up to 16 square feet (1.4 m2) of glazed fenestration
per dwelling unit shall be permitted to be exempt
from 1.1-factor requirements in Section R402.3.3.
R402.3.4 Opaque Door Exemption
One side -hinged opaque door assembly up to 24
square feet (2.22 m2) in area is exempted from the
IFM,
U-factor requirement in Section 402.3.4.
R402.4.1.2 Testing
uft
Theb ding or dwelling unit shall be tested and
verified as having an air leakage rate of not
exceeding 5 air changes per hour.
Building Air Leakage Testing Specifications:
�i
R402.4.2 Fireplaces
New wood -burning fireplaces shall have fight-fiffing
Jue dampers and outdoor combustion air.
R402.4.4 Recessed Lighting
Recessed luminaires Installed in the building thermal
envelope shall be seeled to limit air leakage
between conditioned and unconditioned spaces. All
recessed luminaires shall be Type IC -rated and
labeled certified under ASTIM E283 and hall have a
label attached showing compliance with this test
method. All mcassed luminaires shall be sealed with
a gasket or wu' k between the housing and the
Interior wall or wiling covering.
Table 402.4.1.1 Air Barrier and Insulation
Installation Requirements
Air barriers and insulation must be installed in
accordance with Table 402.4.1.1, below.
�Aftlk eiiiiiiii,==STAILLATION
A
IV
46
Vu _t�_
w4k�
I
At, = "I Zo Z
:=-f
"1W.WWO
a- k. A0 lb- Is
me-&.0 "&y-l".
_==t
a`vAi`_&Wb
c_."Ww.
R403.1.1 Programmable Thermostats for Forced Air Furnaces
Whereth primary heating system is a forced -air furnace, at least one thermostat per dwelling
unit shall be capable of controlling the heating and cooling system on a daily schedule to
maintain different temperature set points at different times of the day. The thermostat $hall
allow for, at a minimum, a 5-2 programmable schedule (weekdaystweekends) and be capable
of providing at least two programmable setback periods per day.
R403.1.2 Heat Pump Supplementary Heat
Unitary air cooled heat pumps shall include controls that nfirimise supplements heat usage
during start-up, set-up, and defrost wnditions. See R403.1.2 for control and set-up
requirements.
R403.3.1 Duct Insulation
Ducts in attics shall be Insulated to a minimum of R-8.
Exception: Ducts or portions thereof located completely inside the building thermal envelope.
Ducts located In clawl spaces (vented or unvented) do not quality for this exception. Ducts
within a slab or in the ground shall be Insulated to R-10.
R403.3.3 Sealing and Testing
Ducts,air handlers, and filter boxes shall be sealed. Joints and seams shall comply with either
this International Mechanical Code or International Residential Code, as applicable, Ducts shall
im,eak tested in accordance with WSU RS.33, using the maximum duct leakage rates specified.
RS�33 Duct Testing Standards:
http://�.energy.mu.edu/DocumentsiDuct%2OTesting%2DSt��dard!Lmodified 2015 WSEC.pcff
R403.3.3 Building Cavities
Installation of ducts in exterior walls, floons or ceilings shall not dispace required envelope
insulation.
R403.5.3 Hot Water Pipe Insulation
insulation for hot water pipe shall have a minimum thermal resistance of R-3. An SBCC
Interpretation states that Insulation can be discontinuous where passing through firaming
members or where necessary to pass another pipe in a stud space.
R403.5.5 Electric Water Heater Insulation
All electric water heaters in unheated spaces or on concrete ficom shall be Placed on an
incompressible, insulated surface with a minimum thermal resistance of R-10.
R403,6.1 Mechanical Ventilation
A mechanical ventilation system is required to be Installed in accordance with the
Washington State amendments to the IRC and/or IMC or to ASHRAE Standard 62,2-2010:
hftp://apps.leg.wa.gov/WAC/defoult.aspx?clte=51-50
R404.1 Lighting Equipment
A minimum of 75 percent of permanently installed lamps In lighting fixtures shall be highafficacy
lamps.
HIGH -EFFICACY LAMPS. Compact fluorescent lamps, T-8 or smaller diameter linear
fluorescent lamps, or lamps with a minimum efficacy of.,
1. 60 lumens per watt for lamps over 40 watts;
2. 50 lumens per waft for lamps over 15 watts to 40 wafts; and
3. 40 turners per waft for lamps 15 watts or less.
SECTION R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS
R406.1 Scope. This section establishes options for additional criteria to be met for one- and
tvvc�famlly dwellings and townhouses, as defined In Section 101.2 of the International
Residential Code to demonstrate compliance with this code.
R406.2 Additional energy efficiency requirements (Mandatory). Each dwelling unit In a
residential building shall comply with sufficient options from Table R406.2 so as to achieve the
following minimum number of credits:
1, Small Dwelling Unit: 1.5 credits
Dwelling units less than 1500 square feet In conditioned floor area with less than 300 square
feet of fens tration area. Additions to existing building greater than 500 square feet of heated
floor area but less than 1500 square feet.
2. Medium Dwelling Unit: 3.5 credits
All dwelling units that am not included in 91 or #3.
Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits.
3. Large Dwelling Unit: 4.5 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
Exception: Dwelling units serving R-2 occupancies shall require 2.5 credit..
4. Additions less than 500 square feet: 0.5 credits
The drawings included with the building permit application shall identify which options have
been selected and the point value of each option, regardless of whether separate mechanical,
plumbing, electrical, or other permits are utilized for the project.
Table R406,2: hftp:ti��.energy.wsu.edulDocuments/Table_406.2_2015_Energy_Credits.pdf
RECERVIED
MAR 15 2019
BUILDING
(�)4*(*
ARTISAN + ARCHITECT
206 708 9933 JoshArch.COM
Ali drawings, specifications, plans, idea ,
arrangements, and design solutions
rep' sented or referred to am the pi?perty of
and owned by Josh PS whether the project for
which they are made is executed or not. They
were mated, evolved, developed and produced
for the sole me on and in connection with this
project and rone of the above may be disclosed
or given to cir used by any pemon, fin, or
corporation for any we or purpose whatsoever
including my other project, except upon written
penmls�im of Josh PS.
@ COPYRIGHT2019
JOSH PS
9388 REGISTERED
ARCHITECT
]S. 10SHUA BRINCKO
S ,_ N.TON
�TATEOF W�ASHINGTON
DESIGN SJB
DRAWN Sis
CHECKED SJB
DATE 12019-0121 DESIGN]
[2019-0311 PERMIT]
DAWSON
1132 VIEWILAND WAY
EDMONDS, WA 98020
PERMIT
GENERALNOTES
Ale:)
. 1 01
R403.5.3 Hot Water Pipe Insulation
insulation for hot water pipe shall have a minimum thermal resistance of R-3. An SBCC
Interpretation states that Insulation can be discontinuous where passing through firaming
members or where necessary to pass another pipe in a stud space.
R403.5.5 Electric Water Heater Insulation
All electric water heaters in unheated spaces or on concrete ficom shall be Placed on an
incompressible, insulated surface with a minimum thermal resistance of R-10.
R403,6.1 Mechanical Ventilation
A mechanical ventilation system is required to be Installed in accordance with the
Washington State amendments to the IRC and/or IMC or to ASHRAE Standard 62,2-2010:
hftp://apps.leg.wa.gov/WAC/defoult.aspx?clte=51-50
R404.1 Lighting Equipment
A minimum of 75 percent of permanently installed lamps In lighting fixtures shall be highafficacy
lamps.
HIGH -EFFICACY LAMPS. Compact fluorescent lamps, T-8 or smaller diameter linear
fluorescent lamps, or lamps with a minimum efficacy of.,
1. 60 lumens per watt for lamps over 40 watts;
2. 50 lumens per waft for lamps over 15 watts to 40 wafts; and
3. 40 turners per waft for lamps 15 watts or less.
SECTION R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS
R406.1 Scope. This section establishes options for additional criteria to be met for one- and
tvvc�famlly dwellings and townhouses, as defined In Section 101.2 of the International
Residential Code to demonstrate compliance with this code.
R406.2 Additional energy efficiency requirements (Mandatory). Each dwelling unit In a
residential building shall comply with sufficient options from Table R406.2 so as to achieve the
following minimum number of credits:
1, Small Dwelling Unit: 1.5 credits
Dwelling units less than 1500 square feet In conditioned floor area with less than 300 square
feet of fens tration area. Additions to existing building greater than 500 square feet of heated
floor area but less than 1500 square feet.
2. Medium Dwelling Unit: 3.5 credits
All dwelling units that am not included in 91 or #3.
Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits.
3. Large Dwelling Unit: 4.5 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
Exception: Dwelling units serving R-2 occupancies shall require 2.5 credit..
4. Additions less than 500 square feet: 0.5 credits
The drawings included with the building permit application shall identify which options have
been selected and the point value of each option, regardless of whether separate mechanical,
plumbing, electrical, or other permits are utilized for the project.
Table R406,2: hftp:ti��.energy.wsu.edulDocuments/Table_406.2_2015_Energy_Credits.pdf
RECERVIED
MAR 15 2019
BUILDING
(�)4*(*
ARTISAN + ARCHITECT
206 708 9933 JoshArch.COM
Ali drawings, specifications, plans, idea ,
arrangements, and design solutions
rep' sented or referred to am the pi?perty of
and owned by Josh PS whether the project for
which they are made is executed or not. They
were mated, evolved, developed and produced
for the sole me on and in connection with this
project and rone of the above may be disclosed
or given to cir used by any pemon, fin, or
corporation for any we or purpose whatsoever
including my other project, except upon written
penmls�im of Josh PS.
@ COPYRIGHT2019
JOSH PS
9388 REGISTERED
ARCHITECT
]S. 10SHUA BRINCKO
S ,_ N.TON
�TATEOF W�ASHINGTON
DESIGN SJB
DRAWN Sis
CHECKED SJB
DATE 12019-0121 DESIGN]
[2019-0311 PERMIT]
DAWSON
1132 VIEWILAND WAY
EDMONDS, WA 98020
PERMIT
GENERALNOTES
Ale:)
. 1 01
FILTER FENC
ANGLE SILT FENCE BACK UP THE SLOPE AT THE END
SYMBOL: I CIF
1) PRESERVE VEGETATION/COVER SOILS. A) PRESERVE AS MUCH NATIVE
VEGETATION AS POSSIBLE. BE SURE TO OBSERVE CLEARING AND GRADING LIMITS,
AND COMPLY WITH ALL CITY VEGETATION PRESERVATION AND STREAMMETLAND
SETBACK REQUIREMENTS. TIME THE CLEARING SO IT OCCURS NO SOONER THAN
NECESSARY FOR SUBSEQUENT CONSTRUCTION ACTIVITIES. B) PROVIDE TEMPORAlY
VEGETATION/COVER AS NEEDED. EXAMPLES OF THIS INCLUDE: TEMPORARY
SEEDING/ HYDROSEEDING; MULCH, SUCH AS HAY STRAW, OR WOOD FIBER;
MATSIBLANKETS, SUCH AS JUTE MAT EXCELSIOR; WOVEN STRAW BLANKET; OR
NETTING; PLASTIC SHEETING WITH ANCHORS. C) PROVIDE PEM1ANENT VEGETATION
COVER AS SOON AS EARTHWORK IS COMPLETE (SEEDING OR HYDROSEEDING OR
SODDING.
11) CONTROL RUNOFF DURING CONSTRUCTION: REDUCE RUNOFF VELOCITIES.
TECHNIQUES INCLUDE: VEGETATING EXPOSED SOILS AND DITCHES; RIPRAP; CHECK
DAMS INCLUDING STRAW BALES, ROCKS, PEA GRAVEL BAGS, AND SAND BAGS;
TERRACING OR CONTOURING THE SITE; AND FILTER FABRIC FENCING.
111) INSTALL AND MAINTAIN SEDIMENT CONTROLS. A) INSTALL SEDIMENT
CONTROLS SUCH AS: 1) LOWER COST (NON -ENGINEERED), FILTER FABRIC FENCE,
CHECK DAMS, ROCK BEIMS, SEDIMENT TRAPS, AND CATCH BASINS AND DRAIN
FILTERS .2) MODERATE COST
(ENGINEERED), INTERCEPTING DITCHES, CUT-OFF TRENCHES, LEVEL SPREADER,
AND GRADIENT TERRACINGICONTOURING. 3) HIGHER COST (ENGINEERED),
SILTATIONISEDIMENTATION POND, GRASS -LINED SWALE OR CONSTRUCTED
WETLAND. B) MAINTAIN SEDIMENT CONTROLS BY FREQUENT INSPECTION OF
CONTROL FACILITIES TO MAKE SURE THEY ARE WORKING PROPERLY (TRAPPING
SED MENT ON -SITE, WITH WATER LEAVING SITE CLEAR), AND REMOVING COLLECTED
SED:MENT AS NEEDED FROM SEDIMENTTRAPS.
IV) KEEP FRESH CONCRETE MORTAR OUT OF STORM DRAINS AND STREAMS. A)
USE DESIGNATED WASH -OUT AREAS. 8) TAKE CARE WHEN BUILDING CONCRETE
AGGREGATE DRIVEWAYS MAKING SURE TO WASH OUT THE FINES TO THE SIDE, NOT
DOWN THE DRIVEWAY. IF THE DRIVEWAY IS SLOPED, PLACE STRAW BALES AT THE
BOTTOM OR DIVERT FLOW TO A SAFE SEDIMENT BASIN. C) NEVER WASH FRESH
CONCRETE MORTAR INTO THE STORM DRAIN OR A STREAM.
F KEEP BUSINESS AND WORK AREAS CLEAN AND MAINTAIN CATCH BASINS.
EXAMPLES INCLUDE: PICKING UP LITTER, SWEEPING SURFACES WHICH DRAIN TO
STIAM DRAIN, USING A TARP TO COVER THE GROUND WHEN SANDING TO CATCH
CHIPS, CLEANING UP ALL WASTES AT THE WORK SITE, MAINTAINING CONSTRUCTION
EQUIPMENT TO FIX ANY OIL LEAKS, INSTALLING AND MAINTAINING AN OIVWATER
SEPARATOR, COVERING ALL STOCK PILED MATERIALS, AND CLEANING CATCH
BASINS.
VI) COVER CONTAINERS AND MATERIALS. A) COVER ALL POTENTIALLY POLLUTING
MATERIALS SUCH AS DUMPSTERS, WASTE CONTAINER DRUMS, TANKS, BOXES,
CHEMICALS, PAINTS. SOLVENTS, STOCKPILES OF LUMBER, OTHER BUILDING
MATERIAL, METAL PRODUCTS, TOP SOIL, AND LANDSCAPING MATERIALS. B) COVER
ADEQUATELY BY DEVELOPING GOOD STORAGE AREAS THAT KEEP MATERIALS
COVERED $0 POLLUTANTS CANT WASH AWAY DURING RAIN OR SNOW.
VII) PREPARE FOR AND CLEANUP SPILLS. A) THERE ARE THREE OVERALL
PRACTICES TO MINIMIZE POLLUTION FROM SPILLS: 1) HANDLE MATERIALS
CAREFULLY TO AVOID SPILLS AND LEAKS, 2) PREPARE A CLEAN UP PLAN, AND 3)
IMMEDIATELY CLEAN UP ANY SPILLS. WHEN PREPARING A CLEAN UP PLAN MAKE
SURE TO: A) ESTABLISH WHO TO NOTIFY IN THE EVENT OF A SPILL, B) PROVIDE
SPECIFIC CLEAN UP INSTRUCTIONS, C) ASSIGN A PERSON TO BE IN CHARGE OF
CLEAN UP, AND D) PREPARE SPILL CONTAINMENT AND CLEAN UP KITS WHICH ARE
EASY TO REACH AND USE. REMEMBER TO CLEAN UP SPILLS IMMEDIATELY, AND
OBSERVE CLEAN UP PLANS AND SAFETY REQUIREMENTS. IF THERE ISN'T A PLAN,
TAKE THE FOLLOWING STEPS: 1) STOP OR ISOLATE THE SOURCE OF THE SPILL, 2) IF
THERPS A CHANCE THE SPILL COULD ENTER THE STORM DRAIN OR SEWER, CLOSE
DRAIN INLET AND DIVERT ANY INCOMING WATER. 3) COVER THE SPILL WITH
ABSORBENT MATEFUAL(S) THAT CAN BE EASILY SWEPT OR PICKED UP SUCH AS KITTY
LITTER, SAWDUST, OR VERMICULITE (MAKE SURE THAT MATERIALS USED FOR
HAZARDOUS WASTE CLEAN UP ARE TREATED AS HAZARDOUS WASTE FOR
DISPOSAL), AND 4) REPORT SPILLS TO CITY OF EDMONDS ENGINEERING DIVISION,
HYDRAULICS ENGINEER AT 425- 771-0220: OR FOR LARGE SPILLS, CONTACT
DEPARTMENT OF ECOLOGY AT 425-649-7000.
VIJ) DISPOSE OF WASTES PROPERLY. PROPER WASTE DISPOSAL DEPENDS
ON BOTH THE PROPERTIES AND THE AMOUNT OF THE WASTE. TO DISPOSE OF
WASTE: 1) IDENTIFY IF IT IS HAZARDOUS, 2) ESTIMATE THE AMOUNT IN POUNDS, 3)
DETERMINE THE DISPOSAL METHOD, AND 4) IF NECESSARY, CONTACTA HAZARDOUS
WASTE SERVICE. THIS IS A VERY BROAD SUBJECT AND IF YOU HAVE ANY QUESTIONS
ABOUT WASTE DISPOSAL CONTACT THE CITY OF EDMONDS RECYCLING
COORDINATOR AT 425-771-0235; OR THE SNOHOMISH COUNTY HOUSEHOLD
HAZARDOUS WASTE DISPOSAL STATION AT 425-38MO50.
VIK) IX) MINIMIZE WASTE. WASTES CAN BE MINIMIZED THROUGH GOOD
HOUSEKEEPING, SEPARATING DIFFERENT WASTES, SUBSTITUTING NON -HAZARDOUS
MATERIALS IN THE PLACE OF HAZARDOUS ONES, AND MAINTAINING PRODUCTS AND
CONSTRUCTION EQUIPMENT. REDUCING WASTES REDUCES POTENTIAL SOURCES OF
POLLUTANTS TO THE DRAINAGE SYSTEM AND ALSO PRESERVE$ NATURAL
RESOURCES. THE FOLLOWING ARE A FEW IDEAS: 1) USE SOLVENTS MORE THAN
ONCE, 2) BUY THE LEAST TOXIC PRODUCTS AVAILABLE, 3) BUY ONLY WHAT YOU
N EED AN D USE ONLY WHAT IS NEEDED, 4) PURCHASE PRODUCTS THAT LAST
LONGER (BETTER QUALITY). AND 5) SEE IF OTHERS CAN USE YOUR WASTE (USE THE
SERVICES OF THE INDUSTRIAL MATERIALS EXCHANGE 2014899), FOR MORE
INFORMATION CONTACT THE CITY OF EDMONDS RECYCLING COORDINATOR AT
426-771-0235.
VIL) X) RECYCLE UNWANTED MATERIALS. UNWANTED MATERIALS PRODUCED
AT CONSTRUCTION SITES CAN OFTEN BE RECYCLED, AT JESS COST THAN
CONVENTIONAL DISPOSAL METHODS. THE CITY HAS RECYCLING GUIDES AVAILABLE
REGARDING CONSTRUCTION, DEMOLITION, AND LAND CLEARING (CDL) ACTIVITIES.
THE RECYCLING GUIDE LISTS SITES THATACCEPT CDL MATERIALS AND OUTLINES
How TO SE -UP WORKSITE RECYCLING. OTHER WAYS TO MAKE RE�&LIIXIG WORK
ARE: 1) PURCHASE RECYCLED PRODUI
VIM) 2) SEPARATE WASTES, 3) AVOID PHENOL, 4) KEEP RECEIPTS, AND 5)
RECYCLE WHAT YOU CAN
VIN) XI) PRESERVE/E�HANCE STREAMS, WETLANDS, AND ADJACENT
VEGETATION. PROTECT STREAMS AND WETLANDS, REMEMBER, STREAM AND
WETLAND PROTECTION IS REQUIRED BY CITY OF EDMONDS CODES. CONTACT CITY
OF EDMONDS, PLANNING DIVISION AT 426-771-0220 FOR MORE INFORMATION.
VIO) XII) EDUCATE EMPLOYEES AND CUSTOMERS. PARTICIPATE IN WORKSHOPS,
COURSES, AND KNOWLEDGE TRANSFER. CONDUCT ANNUAL WATER QUALITY
TRAINING SESSIONS FOR ALL EMPLOYEES. INCLUDE WATER QUALITY TRAINING IN
N EW-EMPLCYEE ORIENTATIONS AND IN WRITTEN PROCEDURES. MAKE SURE
CUSTOMERS ARE AWARE OF BIVIPS, AND EXPLAIN BMPS TO PEER BUSINESSES.
REMEMBER . WATER QUALITY IS THE RESPONSIBILITY OF EVERYONE.
STABILIZED CONSTRUCTION ACCESS
;FN USED STABILIZE THE
THE TEMPORA Y CULVER
HNN OUARRY SPALLS � 1-1
LET AD OUTLET OF
T
TEMP ANY a 52 C
IRON CULVERT REQU1RUE`�TL1E He. OR .1 DIND 11.
CONSTRU TON ACCESS DEVELOPMENT INSPECTOR
CROSSES A DRAINAGE CITCH
ANY 'P'LL'
(RECYCLED .. CRETE IS
NOT ALLOWED)
1E1-TEXTILE FABRIC
12' MIN. THICKNESS
S BILIZED ACCESS SHALL BE USED IN ALL AREAS OF THE SITE NTH VEHICLE TRAFFIC AND
PARKING, INCLUDING PLANTING S��& RECYCLED CONCRETE IS NOT ALLOWED.
SYMBOL: /+—(CE�-4 1-oqIr_1-tzB16-V0A1 eVM_"6
STOCKPILE AND EXPOSED SLOPE COVERING
SYMBOL:
TREE & VEGETATION PROTECTION
1. CHAIN LINK, MIN MESH, OR SIMILAR OPEN
RICAD MATERIAL (NO PLYINCOS)
G. LHUST BE I STALUED PRIOR TC DEMOLITION
OR GROURID BIG NANCE
I KEPT IN PLACE FOR THE SURRATOR OF
"' r`UC`DN
4. NO SOIL DISTUNDANCE OR AC INITY
AULDIMED MITHIN FENCED AREA: MATERIAL
STGRAG�/STOCK LING PARKING,
EXCAVATION, DUMPING, OR WARNING
IE MI S OF TUESE REGUIREMENTG BY
APPROVAL BE HOLDING DEPT MLY
6 IF DOM GREATIEN THAN 2 INN FOUND
CHIME OF FENCI G, PROTECT BY HAND
EXCAVATION AND. IF NECESSARY. CUT
CUOA LY AND KEEP MOIST
7. U E 3 INCHES OR DEEPER WDOI) CHIP
MULCH OUTRIDE FENCED AREAS TO
PROTECT FEEDER RO TS
1. ORAOCE MESH OR SIMILAR OPEN MATERIAL
2. MINIMIZE BRING CTON 7NE
3. PRO C7 VEGETATION OUTSIDE
ON TRUCTON ZONE — FENCING AS
SHo
4. USE 3 INCHES ON DEEPER WOOD CHIP
MULCH TSDE FENCED ARI TO
PROTECT FEEDER ROCTS
SYMBOL: e e e (D
A-HERNATIVE TNE PIRCRECION, IF APINCHASO
By ULDG DEPIR. AS SHCHIN ON SITE PLAN
COMPOST SOCK 10' - 0" 0 3D^ ANGLE EACH
A END TO PREVENT FLOW
EXCESS SOCK AROUND (TYP.)
MA IAL. DRAM
IN AND TOD OFF
AT STAKE (TYP.) 2* X 2" X 3'
."URB' WOODEN STAKE
A
COMPOST
SEE NO'IEM1
. . . . . . CONTOOR LINE (TYP.)
2X 2"X 3' WOODEN STAKE, DETAIL
PLAN VIEW SPAGED EVERY 3' D.C. (TYP.)
SPAC) G VARIES
(TYP.) SEE NOW 3
D STURBED 1. COMPOST SOCK SHALL BE IN ACCORDANCE WTH
AREA STANDARD SPECIFICATION 9.14.4�9). COMPOST
SOCK SHALL BE A MINIMUM OFI ' IN DIAMETER
OR SIZED TO SUIT CONDITIONS AS SPECIFIED BY
THE ENGINEER.
2. ALWAYS INSTALL COMPOST SOM PERPENDICULAR
TO &ORE AND ALONG CONTOUR LINES.
In TECIED
AR A 3. REMOVE SEDIMENT FROM THE UP SLOPE SIDE BE
SECTION(D THE COMPOST SOCK MEN ACCUMULATION HAS
REACHED tOCKOF THE EFFECTIVE HEIGHT OF WE
COMPOST
(SHOWN AS SLOPE PROTECTION) 4. MAY BE USED IN PLACE W FILTER FENCE FOR
PREMIER CONTROL
SYMBOL: 0 a 0 E) I
Av- p _soiL_ 1-o ee-thvz_� p&-r-
i�m P -r 5, (3
10; l`n&'7m't1 A-U, TE51- mt-s,iz� *1-1*
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ARTISAN + ARCHITECT
206 708 9933 JoshArGILCOMI
All draviings, specifications, plans, Ideas,
arrangements, and design solutions
,presented or referred to am the pr?perly of
and owned by Josh PS whether the project for
which they am made is executed or not. They
were created, evolved, developed and produced
for the sole use on and in Scrunection With (his
project and none of the above may be disclosed
or given to OF used by any person, firm, or
mrp..ti.n for any use or purpose whatsoever
including any other project, except upon written
permission of Josh PS.
COPYRIGHT2019
JOSH PS
STA LREG STERED
ARCHITECT
J HUA GIFI�_.
OSH BRI CKO
W H'.'
'TON
... P
EGISTERED
ARCHITECT
a
E.FASHI TON
DESIGN SUB
DRAWN CEC
CHECKED SJB
DATE 12019-0121 DESIGN]
[2019-0311 PERMIT)
ENGINEERING DIVISION
APPRO S NOTE
DAWSON
1132 VIEWLAND WAY
EDMONDS, WA 98020
PERMIT
RECEIVED
MAR 15 2019
BUILDING CSC
INILAI
NORTH A1.2
1!�!�?��TKEY �PLAN
C3
MAIN FLOOR DEMOLITION PLAN
SCALE: 1/4" = V-0"
% AREA OF WORK
— — — — — — — — — —
MAIN FLOOR PROPOSED PLAN
SCALE: 1/4" = V_0"
WINDOWS
EXISTING TO REMAIN UNLESS OTHERWISE NOTED
#11-3 (PROPOSED, U-VALUE 0.28 OR LESS)
# I EGRESS
-ANY WINDOW NEXT TO A DOOR OR STAIR TO BE TEMPERED GLASS
-OPERABLE WINDOWS ON UPPER FLOOR TO HAVE A MIN. 2'-(y SILL
HEIGHT
WINDOWSYMBOL
DOORS
PROPOSED DOORS TO HAVE U-VALUE OF 0.28 OR LOWER W1 TEMPERED
GLAZING
MOUNT HARDWARE BETWEEN 34-38"A.F.F
UNINSULATED DOOR SYMBOL
INSULATED DOOR SYMBOL
EXISTING DOOR PROPOSED DOOR
FLOOR PLAN LEGEND
SEE � FOR GEN—
SYMBOL
DESCRIPTION
REMARKS
EXHAUSTFAN
See Mechanical Plane
G)EA
SMOKE ALARM
See Sheet A-C General Notes
Fine Protection Section
NEWWALL
2x studs @ 16"O.C.
(Line ofStuds)
NEW SOUND WALL
Staggered 2x studs with
mck wool sound hatts,
EXISTING
TO REMAIN
E: :3
EXISTING
To REMOVE
GENERAL PROPOSED NOTES
ID) = DEMOLITION
=EXISTING
p(E
=PROPOSED
GENERAL DEMOLITION NOTES
�_fz;'_( �C"A.
JU N I "Q I U11 I U V�M!T IM
CONDITIONS PRIOR TO CONSTRUCTION.
CONTRACTOR TO CONFIRM FINISHES
TO BE MOCKED UP WITH ARCHITECT. PLAN
NORTH
(4)&*(*
ARTISAN + ARCHITECT
206 708 9933 JoshArchCOM
All dravdings, specifications, plans, ideas,
arrangements, and design solutions
represented or referred to are the property of
and owned by Joan
d:S h.,,I'or the P, 11 cy
which they a. me .. led ' nt!eThe
were created, evolved, developed and produced
for the sole use on and in connection with this
project and none of the above may be disclosed
or given to or used by any person, firm, or
corporation for any use or purpose whatsoever
including any other project, except upon written
permission ofJosh PS.
COPYRIGHT 2019
JOSH PS
3111LREGISTERED
ARCHITECT
S 'o
OSHUA BRINCKO
S S
TA DEW SHIN TO.
TATE OF WASHINGTON
DESIGN 8J8
DRAWN ROB
CHECKED SJB
DATE 12019-0121 DESIGN]
12019-0311 PERMIT]
RECEIVED
MAR 15 2019
BUILDING
DAWSON
1132 VIEVVILAND WAY
EDMONDS, WA 98020
PERMIT
18 F.11 1111 Kole] 2 2 W&I
GENERAL DEMOLITION NOTES
GENERAL PROPOSED NOTES
FLOOR PLAN LEGEND SEE Xo 'OR GEN—
LEE—
D) DEM LITION
E) EXISTING
SYMBOL
DESCRIPTION
REMARKS
(S),-,
EXHALISTFAN
See Mechanical Plans
(P) PROPOSED
(S).A
SMOKE ALARM
See Sheet A-C General Not..
Fire Protection Section
NEWWALL
(Line of Studs)
2x studs @ 16"O.C.
NEW SOUND WALL
Staggered 2x studs with
ro.k wool sound baits
EXISTING
TO REMAIN
r
EXISTING
TO REMOVE
T,Ac,ry C"l-Iii-
ARTISAN + ARCHITECT
206 708 9933 JoshArchCOM
All drawings, specifications, plans, ideas,
arrangements, and design S0111tions
represented or referred to am the pr9party of
and owned by Joah PS whether the project for
which they am made is executed m not. They
were created, evolved, developed and produced
for the sole use an and in connection with this
project and none of the above my be disclosed
or given to or used by any person, firrin, or
corporation for any use or purpose whatsoever
including any other project, except upon written
permission of Joah PS.
@ COPYRIGHT21)19
JOSH PS
REGISTERED]
ARCHITECT
e�. '01(isHU �.RNIX.
Qc�i=�
DESIGN SJB
DRAWN ROB
CHECKED SJI3
DATE [2019-0121 DESIGN]
[2019-0311 PERMIT]
DAWSON
1132 VI EWLAND WAY
EDMONDS, WA 98020
PERMIT
MAIN FLOOR PLAN
NORTH A2.1
4" DRAIN PIPE
POST
4" OVERFLOW
ENLARGED COLUMN DETAIL
SCALE: 1" = 11�0"
FLOOR PLAN LEGEND SEE A C FOR GENERAL
-END
SYM130L
DESCRIPTION
REMARKS
(D(-,
EXHAUSTFAN
See Mechanical Plans
OaA
SMOKE ALARM
See Sheet A-C General Notes
Fire Protection Section
NEWWALL
__��Studs)
2x studs @ 16" O.C.
NEWSOUNDWALL
Staggered 2x studs with
nock wool sound belts
TEXISTING
. RE.AI.
r=
EXISTING
TO REMOVE
*(0*(#
ARTISAN + ARCHITECT
2067089933 JoshArch.COM
A9 drawings, specifications, plans, ideas,
srrsngements, and design solutions
represented or Referred to are the p Of
and owned by Josh PS whether the= for
which they are made is executed or not. They
were created, evolved, developed and produced
for the sole use on and in connection with this
roject and none of the above may be disclosed
or given to or used by any person, firm, or
Corp nation for any use or purpose whatsoever
including any other project, except upon written
permission ofJosh PS.
COPYRIGHT 2019
JOSH PS
9388LREGISTERED
ARCDHITECT
S, JOSHUA BRINCICO
T T 0, WAS N.T.N
ATE OF WASHINGTON
DESIGN SJB
DRAWN ROB
CHECKED SJB
DATE 12019-0121 DESIGN)
[2019-0311 PERMIT]
DAWSON
1132 VIEWLAND WAY
EDMONDS, WA 98020
PERMIT
MAIN FLOOR PLAN
NORTH AZ.2
NOTE: FAB
EXISTI1
M/
MAT]
TRIM
(P) EGI
5J SIF NET
22"MIN.
24" 1
PROPOSED
EXISTING
ARCHITECT REQUIRES A MEETING WITH THE LABORERS INSTALLING SIDING AT THE
BEGINNING OF THE FIRST WORKDAY TO EXPLAIN SIDING DETAILS AND SUBSEQUENT
MEETINGS FOR EACH DIFFERENT SIDING MATERIAL TO BE INSTALLED.
O_MT,��������
1 F - - - - - - - - -
MATCH (E) ROOF
MATERIAL, FASCIA
TRIMS, COLUMNS,
RAILING, SIDING ETC.
(P) APPLIANCE
FIREPLACE
(P) HAND & GUARDRAIL,
PEE]
MIN 36, 'HIGH, MUST
WITHSTAND MIN 250 LBS;
SUB FLOOR MAX4"SPACING
E
ELEV
P L (��Uff
ELEV IT-l"
—4 1
(E) FIREPLACE
_AVERAGEGRADE
LJ
EXISTING LOWER �FLOOR2411_V'
V�E—LEV+V-0"
�OW
V+04
EXISTING IPROPOSED
SOUTH ELEVATION
EXISTING PROPOSED
12
—MATCH (E)
EXISTING ROOF BEYOND
(;� 4 (* 9
ARTISAN + ARCHITECT
2067089933 JoshArch.COM
All drawings, specifications, plans, ideas,
arrangements, and design solutions
represented or mfe-d to am the p Of
and owned b".e, PS bather the = for
which they am made 15 executed or not. They
we. created, evolved ' developed and produced
for the sole use on and In connection with this
of the
project and none �ybcve may be disclosed
or given to or used any person, fin, or
corporation for any use or purpose whatsoever
including any other project, except upon written
permission of Josh PS.
@ COPYRIGHT2019
JOSH PS
;REGI 7ERE]D
ST
ST
A R C T CT
HITECT
a OSHU
.. 10:A BRINCK0
,_ "N.TON
\]�TZATE OF W�ASHINGTON
DESIGN
SJ13
DRAWN
ROB
CHECKED
SJB
DATE
[2019-0121 DESIGNI
12019-0311 PERMIT]
MATCH (E) ROOF
MATERIAL, FASCIA,
TRIMS, SIDING ETC.
72—
CH E)
_I.O.SHEDWALL
(E) ROOF; TERMINATE
INTO WALL OF SHED
A
PROPOSED
__7 _L — — — —
— — — — — — — — — — — — — — — — — — — DAWSON
1132VIEWLANDWAY
EDMONDS, WA 98020
PERMIT
RECEIVED
PROPOSEDi EXISTING MAR 15 209
BUILDING ELEVATIONS
C 'TRACTOR To VERIFY EXISTING
.O.'N.,T,.NS PRIOR T.0
JCONTRACTCRTOCONFI
TO BE MOCKED UP WIT
A J)) . U
ARCHITECT REQUIRES A MEETING WITH THE LABORERS INSTALLING SIDING AT THE
BEGINNING OF THE FIRST WORKDAY TO EXPLAIN SIDING DETAILS AND SUBSEQUENT
MEETINGS FOR EACH DIFFERENT SIDING MATERIAL TO BE INSTALLED.
IAI I Al A-1
-PROPOSEDI EXISTING
PROPOSED
-----------------
I
EXISTING
Al AVE
nX
EXISTING LOWER FI-Og�R
I
L
ELEV -UT
L
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
TION
@j
(WEST ELEVATION
D MSP�-�LE,
(4)#*(*
ARTISAN + ARCHITECT
2067089933 JoshArch.COM
All drawings, specifications, plans, ideas,
arrangements, and design solutions
represented or "ferred to are the property of
and owned by Jo h PS whether the limlect for
which they am m:de is executed or not. They
were created, evolved, developed and produced
for the sole use on and in connection with this
project and none of the above may be disclos d
or given to or used by any person, fin, or
corporation for any use or purpose whatsoever
including any other project. except upon written
permission of Josh PS.
COPYRIGHT2019
JOSH PS
REGISTERED
ST
TE�T
Al 'HlTE�T
S. JOSHUA BRIN�OKO
S�T�ATE OF:W:ASHINGTON
DESIGN SJB
DRAWN ROB
CHECKED SJB
DATE r2019-01211 DESIGN]
[2019-0311 PERMIT]
MA->6
DAWSON
1132 VI EWLAND WAY
EDMONDS , WA 98020
PL-CEIVED
PERMIT
MAR 15 2019
allILDING
ELEVATIONS
All
(4) (�o * (*
ARTISAN + ARCHITECT
2067089933 JoshArch.COM
I 1/4"O.D. MIN.
NOTE: SPACING BETWEEN INTERMEDIATE
CONT. HANDRAIL
GUARDRAIL MEMBERS TO BE A MAXIMUM OF 4�'
1 I/TCLEAR AT
CLEAR: SUCH THAT A SPHERE OF 41"DIAMETER
WALLS AND ENDS
SHALL NOT PASS THROUGH ANY OPENING.
HANDRAIL ENDS SHALL BE RETURNED OR
SHALL TERMINATE IN THE NEWEL POSTS OR
J!
7Z
SAFETY TERMINALS PER IRC 311.5.6
T_
A-34 FRAMING
ANCHOR ---=
21
8 MINIMUM STAIR TREAD WIDTH
'z OFAWINDERTO 6" MINIMUM
AT THE NARROWEST POI
b (1) LAYER GWB BELOW STAIRS
10"MIN
4 F�TR D
_5
(3) 2xI2 STRINGERS
-FIRE BLOCKING @ MID - SPAN & @ WALL
ALONG STRINGER BETWEEN STUDS AND
AT TOP AND BOTTOM OF STAIRS
*RAIUNG TO WITHSTAND MIN 200LB OF
FORCE IN ANY DIRECTION
2x4 THRUST BLOCK
TYP STAIR + RAILING DETAIL
�_�..ALE
STEPI:FACTORY
CORNER
FLASHING
STEP 8: VAPROSHIELD
JAMB FLASHING
It,
VENTING
PLYWOOD, FELT PAPERAND COMPOSITE
SHINGLES
FRAMING W1 INSULATION - R49 WIVAIR SPACE
BLOCKING AS REQ
R38 TYP MATCH EXISTING FLASHING
R21 TYP MATCH EXISTING GUTTER
MATCH EXISTING FASCIA BOARD
FM.ATCH EXISTING. MATCH EXISTING VENTED SOFFIT
OVERHANG
TYP EAVE DETAIL
SCALE 1 1/2" = V-D"
STEP 2: VYCOR TABS STEP 3: VAPROSHIELD STEP 4: VYCOR JAMB
SILL FLASHING FLASHING
STEP 9: VAPROSHIELD
STEP 6: METAL HEAD
FLASHING
STEP 5: INSTALL
WINDOW W1
CAULK ON
STEP 7: VYCOR HEAD
EP 11: 1x4 W/ CAULK
@ CORNER OF WIN.
DECK D_!ETAIL
T.O. WALL
R49 BATT INSUL
R21 BATT INSUL
rOP RAIL
POST BEYOND
GUARDRAIL SYSTEM TO MATCH EXISTING
ADJUSTABLE PAVER PEDESTAL
COMPOSITE SLEEPER
2"PAVER
FASICA TO MATCH EXISTING
CANT STRIP
WATERPROOFING OVER COX PLY OVER
JOIST.
GUTTER INTEGRATED W1 MEMBRANE
SYSTEM FLASHING; EXTERIOR EDGE TO BE
HIGHER THAN INTERIOR EDGE
PROPOSED: EXISTING
<�> I (P)SE-DIOR100M
F.F. FLOOR
— — — — — — — — — — — — -
FY
ISCOVEREDW11HR
RATED TYPE X GWB
AND CEILING
rIN;SULATEDWI R-30
(E) GARAGE: BUILDER
(E) CONIC TOVERI GARAGE
�AT'.N
FOUNDAT
(E) GARAGE FLOOR
NORTH -SOUTH SECTION
��CAIE 1 �1-= 1-0"
(E) ROOF FRAMING
(E) EXTERIOR WALL
EXISTING TO BE
MODIFIED AS REQ
(E) FLOOR FRAMING
(E) BEAM
RECE111VED
MAR 15 2019
BUILDING
All draWngs, specifications, plans, Ideas,
amangements, and design solutions
represented or refemed to am the P= of
and owned by Josh PS whether the for
which they are made is exaculadl of not. They
were created ' evolved, developed and produced
for the sole use on and in connection with this
project and none of the above may be disclosed
or given to or used by any person, fin, or
corporation for any use or purpose whatsoever
including any other project, except upon written
permission of Josh PS.
COPYRIGHT201 9
JOSH PS
9388LREGISTERED
ARCHITECT
S. JOSHUA BRINGKO
S ST OF S ""
'TON
TATE OF WASHINGTON
DESIGN SJ13
DRAWN CEC
CHECKED SJB
DATE [2019-0121 DESIGN]
12019-0311 PERMIT]
DAWSON
1132 VIEWILAND WAY
EDMONDS, WA 98020
PERMIT
TYPICAL DETAILS
M
TYP WINDOW FLASHING INSTALLATION
��NTS
CRITERIA
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015
EDITION).
2. DESIGN LOADING CRITERIA:
HANDRAILS AND GUARDS
GUARDRAILS/BALCONY RAILS CONCENTRATED LOAD . . . . . . . . . . 200 LEIS
RESIDENTIAL - ONE AND TWO-FAMILY DWELLINGS
FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF
ROOF
ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF
MISCELLANEOUS LOADS
DECKS . . . . . . . . . . . . . . . . . . . 1.5 x AREA SERVED (60 PSF)
ENVIRONMENTAL LOADS
SNOW . . . . . . . . . . . Ce=I. 0, Is=1. 0, Ct=1. 1, Pg=25 PSF, Pf=20 PSF
WIND . . . . . . . GCpi=0.18, 110 MPH, RISK CATEGORY 11, EXPOSURE "B"
EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS
SITE CLASS�D, Ss=1.278, Sds=0.852, SI=0.501, SDI=0.501,
C"- . 131
SDC D, I e=1. 0, R=6. 5
SEE PLANS FOR ADDITIONAL LOADING CRITERIA
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE
PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE
SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE
REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.
ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH
DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK.
4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND
DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL
DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS BUILDING
SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR kRUCTURAL
ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH
ARCHITECTURAL AND STRUCTURAL DRAWINGS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE
METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE
CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY
AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING
CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS
OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT,
SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO
THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND
STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON
STRUCTURES DURING CONSTRUCTION".
7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE
ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR
CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS
REQUIREMENT.
8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO
DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO
REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL
TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED
OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS
BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL
DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE
USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE
PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT
ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED
CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION
AND FIELD USE.
GEOTECHNICAL
9. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE
ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR
APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN
ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT
FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW
COLUMNS OR WALLS ABOVE.
BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND
PROVIDE FOR SUBSURFACE DRAINAGE.
ALLOWABLE SOIL PRESSURE . . . . . . . . . . . . . . . . . . . . . . 1500 PSF
LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) . . . . . . . 55 PCF/35 PCF
ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1.5 INCLUDED) . . . . . . . 300 PCF
COEFFICIENT OF FRICTION (FS OF 1.5 INCLUDED) . . . . . . . . . . . . . . 0.3
RENOVATION
10. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE
COMMENCING ANY OEHOLITIGN. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING
CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES.
DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING
STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON
EXISTING FLOOR SYSTEMS TO 40 PSF.
11. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND
CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND
MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL
ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE
EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS.
12. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT
SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS
DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT.
THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS
CONCRETE
13. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE
WITH ACT 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY
STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2
SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A
SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY
REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f'c = 2,500
PS 1.
14. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE
AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494,
AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN
ACCORDANCE WITH ACT 318-14, TABLE 19.3.2.1 MODERATE EXPOSURE, FI.
15. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Sl),
GRADE 60, FY = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON
THE DRAWINGS SHALL BE GRADE 40, FY = 40,000 PSI. WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A-185. SPIRAL REINFORCEMENT SHALL BE DEFORMED WIRE
CONFORMING TO ASTM A615, GRADE 60, FY = 60,000 PSI.
16. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN
ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT
#5 AND SMALLER 40 BAR DIAMETERS OR 2'-0' MINIMUM. PROVIDE CORNER BARS AT
ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR
DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN
ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE
FABRIC A MINIMUM OF 8" AT SIDES AND ENDS,
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS
SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
17. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED
TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3'
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). . 1-1/2'
SLABS AND WALLS (INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/8. OR 3/4.
18. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND
DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE
MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL
OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL
GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER
FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND
PRECAST.
19. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL
BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL
ON WHICH IT IS PLACED (3000 PSI MINIMUM).
ANCHORAGE
20. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE
DRAWINGS SHALL BE INSTALLED USING "AT-XP" AS MANUFACTURED BY SIMPSON
STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH IAMPO REPORT NO.
ER-0281. MINIMUM BASE MATERIAL TEMPERATURE IS 14 DEGREES, F. RODS SHALL
BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF
INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDED BAR TYPE AND
DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE
DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO
THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED
FOR HORIZONTAL AND OVERHEAD INSTALLATIONS.
21. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE
"TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON
STRONG -TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO.
ESR-2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT
REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO
FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED.
WOOD
22. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN
CONFORMANCE WITH WCLIB STANDARD "GRADING RULES FOR WEST COAST LUMBER NO,
17", OR WWPA STANDARD, "WESTERN LUMBER GRADING RULES 2011". FURNISH TO
THE FOLLOWING MINIMUM STANDARDS:
JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2
AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI
(4X MEMBERS) DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fb = 1000 PSI
BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. I
MINIMUM BASE VALUE, Fb = 1350 PSI
POSTS (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2
MINIMUM BASE VALUE, Fc = 1350 PSI
(6X AND LARGER) DOUGLAS FIR -LARCH NO. I
MINIMUM BASE VALUE, Fc = 1000 PSI
STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH NO. 2
23.GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND
ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS
IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS
CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR
COMBINATION 24F-V4, Fig = 2,400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS
SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI.
CAMBER ALL SIMPLE SPAN GLULAM BEAMS, WITH SPANS OVER 30% TO 3,500'
RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS.
24. MANUFACTURED LUMBER, PSL, LVL, AND LSL SHOWN ON PLAN ARE BASED PRODUCTS
MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN ACCORDANCE WITH ICC-ES
REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
PSL (2.OE) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI
LVL (2.OE) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI
LSL (1.55E) , Fb = 2325 PSI, E = 1550 KSI, Fv = 310 PSI
ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW
AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE
MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND
OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL
SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES
REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.
MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF
12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO
PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%.
EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE.
25. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS
MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE PLYWOOD WEB JOIST
MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT
AND STRUCTURAL ENGINEER. ALTERNATE MANUFACTURER'S PRODUCTS SHALL BE
COMPATIBLE WITH THE JOIST HANGERS AND OTHER HARDWARE SPECIFIED ON PLANS,
OR ALTERNATE HANGERS AND HARDWARE SHALL SUBMITTED FOR REVIEW AND APPROVAL.
SUBSTITUTED ITEMS SHALL HAVE ICC-ES REPORT APPROVAL FOR EQUAL OR GREATER
LOAD CAPACITIES.
26.PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL 11,
EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD
OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN
LIEU OF PLYWOOD.
ROOF SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 32/16.
FLOOR AND DECK SHEATHING SHALL BE 3/4' (NOMINAL) WITH SPAN RATING 48/24.
WALL SHEATHING SHALL BE 112- (NOMINAL) WITH SPAN RATING 24/0.
PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT
UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE
APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8'
SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING.
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
27. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL 13E
PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT
IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND
CONCRETE OR MASONRY.
&PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD UI TO THE USE
CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD
FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC3B. WOOD IN CONTINUOUS
CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR
USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B.
29.FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE
CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE
NOTED.
VOOD TREATMENT CONDITION PROTECTION
HAS NO AMMONIA CARRIER INTERIOR DRY 090 GALVANIZED
CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR A185 HOT DIPPED OR
CONTINUOUS HOT -GALVANIZED
PER ASTM A653
CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS
CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS
AZCA ANY TYPE 304 OR 316 STAINLESS
INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%.
WOOD MOISTURE CONTENT IN OTHER CONDITIONS (INTERIOR WET, EXTERIOR WET, AND
EXTERIOR DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS
SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS
RECOMMENDATIONS FOR PROTECTION OF METAL.
30. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE"
BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019.
EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED
THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE
NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD
CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST
HANGERS. ALL TA JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS"
SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH
BEAMS WITH NIT" SERIES JOIST HANGERS.
WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS
OR BOLTS IN EACH MEMBER.
ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS
MEMBERS CONNECTED.
31.WOOD FASTENERS
A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING
SPECIFICATIONS:
SIZE LENGTH DIAMETER
8d 2-1/2- 0. 131'
16d BOX 3-1/2' 0. 135"
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT
NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)
FOR REVIEW AND APPROVAL.
NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE
DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED.
TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND
STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END.
B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS
UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD.
INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70
PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8'
AND SMALLER LAG SCREWS.
32. NOTCHES AND HOLES IN WOOD FRAMING:
A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED
ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN
JOISTS SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN
THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND
RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST,
AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH
OF THE JOIST.
B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO
BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A
HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS
PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF
THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED
HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR
NOTCH.
C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB
JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE
NOTED.
33. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE
PLANS:
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO
THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC
"TIMBER CONSTRUCTION MANUAL" AND THE AF&PA 'NATIONAL DES IGN
SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS
OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304. 10. 1. COORDINATE THE
SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL
DRAWINGS.
B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS.
ALL STUDS SHALL BE SPACED AT 16" 0. C. UNO. TWO STUDS MINIMUM SHALL HE
PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND
AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED
OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS
SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS
SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT.
ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END
NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL
EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP
PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE
EIGHT 16d NAILS @ 4" 0. C. EACH SIDE JOINT.
ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD
FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12' ON -CENTER, OR ATTACHED
TO CONCRETE BELOW WITH 5/8' DIAMETER ANCHOR BOLTS @ 4' -0- ON -CENTER
EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF
BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12"
ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED
TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4.
TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 112-
(NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL
EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP
AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE
STUDS AND BLOCKING WITH Eld NAILS @ 12' ON -CENTER ALLOW 1/8' SPACING AT
ALL PANEL EDGES AND PANEL ENDS.
C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL
PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND
ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID
BLOCKING AT ALL BEARING POINTS. TOE -NAIL JOISTS TO SUPPORTS WITH TWO
16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON
METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI
JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12* ON -CENTER.
UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING
SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6"
ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD
WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS.
PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT
UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE
APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW
1/8' SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING.
TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER UNLESS OTHERWISE
NOTED.
RECEIVED
MAR 15 20ig
BUILDING
C q
STRUCTURAL
o./E,.rl G,,EER,,G
2124 Third Avenue - Suite loo - Seattle, WA 98121
P: 206.443.6212 ssfangineers.com
934 Broadway - Tacoma WA 984oa,
P�. 253.284.9470 sai�nglnears.com
COWIght 2018 Sverwn Say Failk - All Rights Rese;7
OF'
IT
3o
DRAWN:
SJB
DESIGN:
CHECKED:
KMR
APPROVED:
DIS
REMSIONS:
DPD:
PROJECT TITLE:
Dawson
1132 Viewland Way
Edmonds, WA 98020
ARCHETECT:
JOSH
Artisan & Architect
PH 206.708.9933
ISSUE:
Permit
SH LET TTTLE:
General
Structural
Notes
SCALE:
DAM
February 22, 2019
PROJECT NO:
02201-2019-01
SHEET NO:
S1.1
ALL
TYP.
--------------------- I I
S-6"sq x 10"dp FIG. 3'-0" 'q x 10"dp FIG.
W/ (4)#4 E.W. BOT. W/ (4)#4 E.W. BOT.
l'-6"sq x B"dp FIG.
W/ (2)#4 E.W. BOT.
(typ. of 4)
Legend
EXISTING STEM WALL & F001ING
STEM WALL & FOOTING
Plan Notes
1. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW
FINISH GRADE.
2. TYPICAL INTERIOR SLABS SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH
#3 0 16"oc EACH WAY CENTERED IN SLAB. PROVIDE 6 MIL VAPOR BARRIER
BELOW SLAB OVER 4' MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE
SOILS.
3. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL
HAVE FULL CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION.
4. REFER GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
5. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. DO NOT SCALE
DRAWINGS.
RECeIVED
MAR 15 2019
BUILDING
Foundation Plan
Scale: 114e" = l' 0"
*STRUCTURAL
/NNIGINEERING
4 Third Ave,ue - suite loo - Seattle, WA 98-
p: 2o6.443.62i ssfengineer—mi
934 Biroadway - Tacoma, WA 98402
P: 253,284,9470 ssfengineers.com
Copright 2018 Swer- Say Fag6t - All Right Reserved
DRAWN:
SJB
DESIGN:
VB
CHECKED:
KMR
APPROVED.
DJS
REVISIONS:
DPD:
PROJECTTITLE:
Dawson
1132 Viewland Way
Edmonds, WA 98020
ARCHrTECT:
JOSH
Artisan & Architect
PH 206.708.9933
ISSUE:
Permit
SHEETTrrLE:
Foundation
Plan
SCALE:
1/4" U.N.O.
DATE:
February 22, 2019
PROJEC7 NO:
02201-2019-01
SHEEr NO:
S-2.1
13/4' LSL RIM
lO/S3.1
6/S3.1
SLAB ON GRADE AT
SHED PER S2.1
x 2�-4" DOWEL
MATCH NEW REINF.
)xy embed e min.)
12/84.2 ! _N
7-r
ck�
(E) A2.
(E) LEDGER
PER 12/S4.2
TYPI_
4, LI_
VERIFY (E) LEDGER
CONTINUOUS TO
(N) BEAM
2x6 SISTERED TO A
(E) 202 w/ 2 ROWS
—H.D.G. 16d 0 24* oc
(or install new
typical joists)
412 RIM
TIRMIM
4C
12/�54.2
Sim
_GL 51/841/2 HDR,
'_P.T.'E12
LEDGER W/
(2) ROWS SDS1/4x3l/2
SCREWS 0 6"oc TO (E) RIM
F_
!Ps
(2)2x12 @116"oc
— L
— — _J
l, (2) LVL 11/4x111/4 (top
FASTEN PER 6/S'
442 (top flush)
202 @ Woo
BUILT UP SLOPE
PER ARCH.
F -1
L I
402 RIM
ll/S4.2
48, TYP. AT
LOW LANDING
— 44 W1 LCE CAP
V 11 ABU BASE ( -
I +Eof&4 at lI lcmdlng)
2x8 @ 16'oc
_4x12 STRINGERS
P.T. 412
iR (top Rush)
2" CONC. PAVERS
PER ARCH.
Legend
0 STRUCTURAL WALL OR POST BELOW
STRUCTURAL WALL OR POST ABOVE
NON—STRUCTURAL WALL BELOW
EXISTING WALL
SPAN DIRECTION
EXTENT OF JOISTS
HEADER/BEAM PER PLAN
EXISTING HEADER/BEAM
HANGER
Plan Notes
1. TYPICAL NEW FLOOR FRAMING AND EXTERIOR DECK CONSISTS 3/4" T&G
PLYWOOD, FACE GRAIN PERPENDICULAR TO SUPPORTS OVER FRAMING PER
PLAN. NAIL SHEATHING WITH 8d AT 6'oe EDGES, 1foc FIELD.
2. HEADERS SHALL BE PER PLAN.
3. PROVIDE (2) BEARING STUDS EACH END OF ALL HEADERS AND BEAMS OVER
6'-0" IN LENGTH, UNLESS NOTED OTHERWISE.
4. ALL NEW EXTERIOR WALLS SHALL BE W6 UNLESS NOTED OTHERWISE.
5. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL
HAVE FULL CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION.
6. REFER GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
7. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
RECEIVED
MAR 15 2019
BUILDING
Elevated Deck/Main Floor Framing Pian
Scale Ile = 1'-0*
TRUCTURAL
N
GINEERING
P!.M Third Avenue - Suite seattie, WA 98-
�.6.443.6 ssfengineem.com
934 Broadway - Tacoma, WA 98402
P: 253-284-9470 ssfengineers.mm
Copydiiht 2018 Saenwn Say Fag6t - All Rlghts Reserved
J
3DO
L
DRAWN:
SIB
DESIGN:
VB
CHECKED:
KMR
APPROVED:
DIS
REVISIONS:
DPD:
PROJECITITUE:
Dawson
1132 Viewland Way
Edmonds, WA 98020
ARCHITECT:
JOSH
Artisan & Architect
PH 206.708.9933
ISSUE:
Permit
SHEET =:
Elevated Deck/
Ma;n Floor
Framing Plan
1/4" = i'-o" U.N.O.
DATE:
February 22, 2019
PRCDECT NO.
02201-2019-01
SHEET NO:
SHEATHE ALL NEW
EXT. WALLS AS W6
(2)2x8 HDR. PER SHEARWALL
Legend
0 STRUCTURAL WALL OR POST BELOW
-- - - - - STRUCTURAL WALL OR POST ABOVE
MON—STRUCTURAL WALL BELOW
EXISTING WALL
WX SHEARWALL PER 12/S4.1
SPAN DIRECTION
EXTENT OF JOISTS
HEADER/BEAM PER PLAN
EXISTING HEADER/BEAM
C: HANGER
OVERFRAME W/ 2x6 @ 24"oc. POST
DOWN TO FRAMING BELOW 0 4'—O"oc
Plan Notes
1. TYPICAL NEW ROOF FRAMING CONSISTS OF 1/2' CDX PLYWOOD, FACE GRAIN
PERPENDICULAR TO SUPPORTS OVER FRAMING PER PLAN. NAIL SHEATHING
WITH Eld AT 6'oc EDGES, 12"oc FIELD.
2. PROVIDE H1 HURRICANE TIE EACH END OF ALL NEW ROOF RAFTERS.
3. NEW HEADERS SHALL BE PER PLAN.
4. PROVIDE (2) BEARING STUDS EACH END OF ALL HEADERS AND BEAMS OVER
6'—Or IN LENGTH, UNLESS NOTED OTHERWISE.
5. ALL NEW EXTERIOR WALLS SHALL BE W6 UNLESS NOTED OTHERWISE.
6. REFER GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
7. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
RECEOVED
MAR 15 2019
BUILDING
Roof Framing Plan ��-
Scale: T/4" = V-0" IV7
0 STRUCTURAL
S-1
O/E�NGINEERING
4 Third Avenue -suite ioo - Seattle, WA 98121
W. 2o6.443.6212 ssfengineers.com
934 Eur,oadway - Tacoma, WA 98402
p: .53.284-9470 ssfengineers.com
Copyright 2018 Swenmn Say Fagdt- All Right ReSelved
J.
300
L
DRAWN:
SIB
DESIGN:
VB
CHECKED:
KMR
APPROVED:
DJS
REVISIONS:
DPD:
PROJECT'ITTLE:
19,11.
Dawson
1132 Viewland Way
Edmonds, WA 98020
ARCHrrECT:
JOSH
Artisan &Architect
PH 206.708.9933
ISSUE:
Permit
SHEErTITUE:
Roof Framing
Plan
SCALE:
1/4" = 1'-o" U.N.O.
DATE:
February 22, 2019
PROJECT NO:
02201-2019-01
SHEET NO:
S2.3
10'sq. PLINTH RE
(4)#4 x L VERT.
@ Coc W/ (3)#3
TOP 5' OF PLINT
FOOTING SIZE &
REINF. PER PLAN
POST, PLINTH, & FTG.
)ST PER PLAN
3U SERIES
)ST BASE W1
3"O�7" A.B.
Deck or Canopy Post Footing - Square Plinth 5
SHEARWALL PER PLAN —
NAILING PER SHEARWALL
SCHEDULE
13/4' LSL RIM
PANEL EDGE NAILING —
SLAB ON GRADE
PER PLAN
-(4)8d INTO EA. BLOCK
-JOISTS & SHEATHING
PER PLAN
F
-FULL-DEPTH TJI BLKG.
0 48"oc
VERIFY (E) P.T. 26
SILL W/ A.B. 0
2'-O*oc MAX.
(E) RESTRAINED
RETAINING WALL
I
PANEL EDGE NAILING —
OVER ALL HOLDOWN STUDS
HOLDOWN (where occurs) -
PER PLAN W/ A.B. PER
HOLDOWN SCHEDULE
N
P.T. 2x PLATE W/ A.B.
[—
PER SHEARWALL SCHEDULE
SHEARWALL PER PLA
(5/8"0 48'oc elsewhere)
�2) #4 CONT. TOP
I ea. side of a.b.)
E
E
SLAB ON GRADE
PER PLAN
'#4 @ JR.,
WRT(nit hands)
#4 @ 12"oc HORIZ.
(2) #4 CONT. BOT.
ALL FASTENERS INTO PRESSURE
TREATED WOOD SHALL BE GALV.
OR STAINLESS STEEL PER
5"
6'
5'
GENERAL NOTES
Exterior Wall w/ Slab on Grade & High rade 6
SHEARWALL PER PLAN
NAILING PER SHEARWALL---------�
—JOISTS & SHEATHING
SCHEDULE
PER PLAN
RIM PER PLAN
PANEL EDGE NAILING -----------------
FWANZ BRACKET 0 12 oc
4, VERIFY (E) P.T. 26
SILL W/ A.B. @ 8' OC
MAX. PROVIDE (N) 5/8"0
STRONGBOLT 2 ANCHORS
AS REQUIRED
(E) RESTRAINED
RETAINING WALL
1 0
D
S-O* min.
CONCRETE WALL
ADD DIAGONAL IN WALL
TO MATCH WALL REINF.
E
NORMAL FOOTRING
REINFORCING ,
ADD BARS TO
MATCH NORM
REINFORCING
LINE OF EXCAVATION
NORMAL FOOTING
REINFORCING
Typical Stepped Footing 7
CORNER BARS TO
MATCH EXTERIOR
HORIZ. REINF.
Double Curtain
41
ALLOWED BELOW
THIS LINE
Pipe and Trench Locations 8
!tK IJAKZI IV
CORNER BARS TO
'H CROSS WALL CORNER BARS TO
MATCH CROSS WALL
Z. REINF. MATCH HORIZ. REINF.
HORIZ. REINF.
------------------ 1
T (alt. hooks)
�4
CORNER
j\-ADDITIONAL
-TYP. CORNER
24
VERT BARS
BARS: 24
r
;S WALL CROSS WALL
44
RECEOVED
S�rtain mAR 15 2019
BUILDING
Typical Corner Bars at Concrete Walls and Footings 12
*STRUCTURAL
8
/ETIN, GINEERING
2124 Third Avenue - Suite - Seattle, WA 98121
P: 2o6.443.6212 ssfengine—conn
934 Rroadvvzy - T—ma, VV�. 98402
P: 253.284 9470 ssfenguneirs—nn
C,pydght 2018 Sen.n Sy Fig& All R1ghG Reved
IT
300
DRAWN:
SJB
DESIGN:
VB
CHECKED:
KMR
APPROVED:
DJS
REVISIONS:
DPD.
=CT TITLE
Dawson
1132 Viewland Way
Edmonds, WA 98020
A1CH.C1
JOSH
Artisan & Architect
PH 206.708.9933
ISSUE:
Permit
lliE[ET TITLE:
Foundation
Details
SCALE:
3/4" = "-0" U.N.O.
DATE:
February 22, 2019
PROJECT NO:
02201-2019-01
SHIEU NO:
S3.1
HEADER PER PLAN
"all opening
. . . . .
. . . . . ..
(8)16d @ 4"oc STAGGERED _(2) 16d @ EA. STUD
AT EACH SIDE OF SPLICE ELSEWHERE
TOP CHORD
0—U Min. btl&LN bl'LIUL,
SPLICE TO OCCUR AT
OF VERL STUD TYP.
PANEL EDGE NAILING PER__j
SHEARWALL SCHEDULE AT
FULL HGT. STUDS AROUND
WALL OPENING (typ.)
S16 STRAP FULL LENGTH
F WALL. MIN. 2'-0" STRAP
ACH SIDE OF OPENING
RAP AT CORNER CONDITION
YP.
AIL SHEATHING TO BLOCKING
'/ PANEL EDGE NAILING PER
HEARWALL SCHEDULE (typ.)
x FLAT BLOCKING (typ.)
Continuous Straps at Wall Opening (above and below)
A
B
C
PLAN
VIEW
SECTION
# OF WOOD BMS (LVL)
2-13/4*
3-1�4"
4-13/4'
SDS SCREW SIZE
1/4"X31/2"
1/4"01/2"
1/46"
# OF SOS SCREWS
2
2
2
SPACING OF SDS SCREWS
16"oc
8"oc
6'oc
HANGER (U.N.O.)
Wp
25
MIN POST (U.N.O.)
(2)
(2) 2x6
(3) 20
(3) 2x6
1 (4) 20
1 (4) 2x6
- MIN. SCREW END DISTANCE = 4"
)RD A35 (at exterior walls only)
OMIT @ HEADERS < 6'-0"
(6)16d
TYP. STUDS
Sistering Schedule for Multi Beams
P
we mill
BTWN. JOISTS
(2)16d —
EA. JOIST
rtK I
I `�
SHEARWALL PER PLAN T7
SHEARWALL OF
16d 0 12"oc AT
OTHER WALLS
INTERSECTING WA
(see left if shean
(1) PLYWOOD PANEL EDGE NAILING PER SHEARWALL SCHEDULE
(Z BASE PLATE NAILING PER SHEARWALL SCHEDULE
(I 16d @ 8"oc
rAINLIL LUbt NALLLNb
SHEARWALL BELOW
PROVIDE 31/2" LSL JO
OR BLKG. 0 SHEARWA
ABOVE W/ EDGE NAIL
CLOSER THAN 4"oc
TOP PLATE OONNECTI(
W/ 16d NAILS OR
A35 W/ LSL
TJI JOISTS PER PLAN
Typical Shearwall Intersections
INTO
OCK
OCK
IST BAY OF
KG. @ 48"oc
2x BLOCKING PANEL EDGE NAILING— I -
SHEATHING PANEL JOINT _2x BLOCKING
BTWN. STUDS W/ PANEL EDGE NAILING + BTWN. STUDS
BOTTOM PLATE CONNECTION
PANEL EDGE NAILING
N
Beadng Wall Non-Bearling Wall
NOTE:
SEE SHEARWALL SCHEDULE FOR ALL NAILING AND
CONNECTIONS, NOT OTHERWISE NOTED
SAWN OR MFR. — 16d NAILING
LUMBER. 2x MIN. PER SCHEDULE
SEE NOTES FOR
ADDITIONAL 2x NAILER
REQUIREMEN
/2.
l6d NAILIN EDGE OF
DOUBLE TOP PLATE PER SCHEDULE - WASHER
Detail A Detail C
1/1"
1/2"
Min
typ.
EDGE k PLYWOOD
A I EDGE
OVER NEAI STUD
BEAM OR HEADER
�ej.
PER PLAN
eq
16d NAILING
WHERE OPENING IS LESS
"�i
PER SCHEDULE
THAN 6'-Cr PROVIDE
(1) BEARING STUD U.O.N.
Detail B
PLAN VIEW AT ABUTTING PANEL
+
I
EDGES OF W3 & W2
RIM
Detail D
Typical Shearwall Construction
Shaarwall Sr.ht-dula (DO&D&D
Mark
Sheathing
PanelEdge
Nailing
Top Plate Co innection
Base Plate Connection
if Til
if Wood 8,8
at Woci
at Concrete
WS
15/32� COX PLYWOOD
8d 0 6"oc
16d 0 6"oc
A35 0 2roc
16d 0 6"oc
�8"O A.B. 0 48*oc
W4
15/32- COX PLYWOOD
8d @ eoc
16d 0 4"oc
A35 @ 16"oc
(2)rows 16d @ 6*oc
�elil A.B. 0 32*oc
W3@
15/32" COX PLYWOOD
8d @ 3"oc
(2)rows 16d @ eoc
5 0 12"oc
(2)rows 16d @ 6*oc
WO A.B. @ 24oc
W2@
1 15/32* COX PLYWOOD
8d @ 2oc
(2)rows 16d 0 eoc
A35 0 9*oc
(2)rows 16d 0 eocO
5/8'0 A.B. @ 16"oc
() BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d 0 12*o.c.
(D 8d NAILS SHALL BE 0.131"0 x 2 1/2" (common) - 16d NAILS SHALL BE 0.135"0 x 3 1/2* (box)
0 EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4' EMBEDMENT. TITEN HD SCREW ANCHORS
MAY BE SUBSTITUTED FOR ANCHOR BOLTS W/ e EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" MIN. PLATE WASHERS. PLATE WASHERS SHALL
EXTEND TO WITHIN 1/2- OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C.
0 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2.
SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES.
(D TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING.
SEE PLANS AND HOLDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS.
ALL EXTERIOR WALLS SHALL BE WS, UNLESS NOTED OTHERWISE.
7/16" O.S.B. MAY BE SUBSITUTED FOR 15/32" CDX.
• LTP'Vs (HORIZIONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR AVIS AT C014TRACTORS OPTION. RECEIVED
• A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. MAR 15 2019
@ AT MULTI -ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2', SEE DETAIL D. BUILDING
@ PROVIDE (3) ROWS 16d 0 Voc AT LVL RIMS.
0 q
STRUCTURAL
S
O/NGINEERING
2124ThirdAvenue - Suite I.o. sq.ttl!'WA 98121
P: 2.6.443.6 ssfengineers.com
934 Bmad-ay - Tacoma, VIA 984o2
P: 253.284-9470 ssfengineers.com
Copyilght 201B Smw Sy Feg6t - All RJghtS R-rd
3W
DRA..:
SJB
DESIGN:
VB
CHECKED;
KMR
APPROVED:
DIS
REVISIONS:
E*6
PROJECTTITLE;
Dawson
1132 Viewland Way
Edmonds, WA 98020
AROHrrECr:
JOSH
Artisan & Architect
PH 206.708.9933
ISSUE:
Permit
TITLE:
Typical Wood
Framing
Details
SCALE:
3/4" = V-0" U.N.0,
DATE:
February 22, 2019
PROJECr NO:
02201-2019-01
SHEET NO:
Typical Top Plate Splice 9
Typical Header Support 10
Shearwall Schedule - (Sheathed One Side) 12
Bd
LRU
ROOI
2x L
OU
HANG1
8d 0 6"oc
FULL DEPTI
(may be dr
FASCIA PEI
POST PER I
8d 0 6
FULL DI
(may b,
HI EA.
SHEARWALL PER PLAN
Heavy Roof Ledger 5
c
DECK GUARDRAIL—
SHTHG. PER ARCH
(2) 1/2-0 HOG BOLTS
EA. GUARDRAIL POST
FULL DEPTH 2x BLKG.
PLAN BEAM PER PLAN —
POST & CAPS
PER PLAN
Flush Top Beam at Deck 9
PER PLAN
RAFTER
'ER PLAN
AP PER PLAN
Beam & Post 2
SHTHG.
3LKG.
SEE 7/S4.2
Shearwall at Overframing 6
8d 0 6"oc
BUILT UP SLOPE PER ARCH.
DTT2 EA. GUARDRAIL
POST
DECK JOISTS &
SHTHG. PER PLAN
id THRU EA.
T OR BLOCK
AT EACH POST
Typical Deck w/ Guardrail Detail 10
8d 0 6"oc
FULL DEPTH BLOCKING
(may be drilled for venting)
Ing)
FASCIA PER ARCH.
NAILING PER -
SHEARWALL SCHEDULE Alper arch..
SHEARWALL PER PLAN
8d 0 6"oc
(4)8d INTO EA. BLOCK
RAFTERS & SHEATHIN(
PER PLAN
2x BLKG. @ 48"oc —
2x CRIPPLE WALL W/
SHEATHING PER PLAN
PANEL EDGE NAILING
UPS PER SHEARWALL
SCHEDULE
(E) SHEARWALL TO —
REMAIN
'TER PER PLAN
EA. RAFTER
,DER/BEAM PER PLAN
Exterior Bearing Wall 3
OVERFRAMING &
SHEATHING PER PLAN
16d TO MATCH PANEL
EDGE NAILING
(E) TRUSSES k
SHEATHING PER PLAN
HEADER PER PLAN
(where occurs)
Shearwall at Overframing 7
., . 0
oc
ILT UP SLOPE PER ARCH.
18d INTO EA. BLOCK
T2 EA. GUARDRAIL POST
aced in 2nd bay)
CK JOISTS &
THG. PER PLAN
26 x CONT. W/ (2)16d
0 EA. TRUSS TOP CHORD 8d @ 6'oc
OVERFRAMING PER PLAN
TRUSSES &
%THING PER PLAN
Overframing Connection 4
A35 PER SHEARWALL SCHED
(4)8d INTO EA. BLOCK
2x BLOCKING
SLOPE PER ARCH.
Bd 0 6"oc
OVERFRAMING & __\
LRU HANGER
SHTHG. PER PLAN
RAFTERS PER PLAN
WHERE FRAMING IS
PARALLEL, PROVIDE
2x BLKG. @ 48"oc
LUS HGR.
2x LEDGER W/
@ 16"oc
(3)16d @ 12"oc
TO BLKG. & WALL
\-2x
CRIPPLE WALL
RMG. PER PLAN
(E) TRUSSES & SHTHG.
PANEL EDGE NAILING
LTP5 @ 24voc
BEAM PER PLAN
(E) SHEARWALL
1/2" CDX SHTHG.
-DEMO (E) EAVES
24 LEDGER W/
SDS1/4x31/2 SCREWS @
8"oc INTO (E) FRAMING
Offset Cripple Wall at Overframing 8
WATERPROOFING PER ARCH.
8d 0 6* oc
P.T. 2x12 LEDGER, PROVIDE
(3) ROWS SDSI/4x4l/2
SCREWS @ 16"oc
DECKING PER ARCH.
03
P.T. DECK JOISTS PER
PLAN (where joists are
perpendicular Provide
LUS hanger @ ledger)
DTT1Z PER PLAN —
(where occurs, at
FOR CALLOUTS
perpendicular joiists)
IN COMMON
SEE 10/S4.2
Typical Deck w/ Guardrail Detail 11
(E) 5/8-0 LAG BOLT
0 12"oc
(E) FRAMING PER PLAN
q!
0 o
oc
4" min. V—em
5 max.
SDS Screw Spacing Bevation
NOTE. LEDGER FASTENER SPACING
MAY BE OFFSET UP TO 3" TO AVOID
INTERFERENCE W/ JOIST ATTACHMENT
Typical Deck Ledger Detail 12
C q
STRUCTURAL
S
$/EIIN�GIINIEERING
2124 Third Avenue - Suite - Seattle, WA 98121
P: 206.443.6212 asfangineers.com
934 18hroadway - Tacoma, WA 984o
Pe 253.284-9470 ssfengineers.corn
CDpydght 2018 Swereen Say Fagit - All FUghte R�d
J ST
300
L
DRAWN:
SIB
DESIGN:
VEI
CHECKED,.
IKMR
APPROVED:
DJS
REVISIONS:
DPD:
PROJEC!"TITUE:
Dawson
1132 Viewland Way
Edmonds, VIA 98020
ARCHrrECT.
JOSH
Artisan &Architect
IVED
MAR 15 2019
RI
ISSUE:
Permit
SHEErT1TUI
Wood Framing
Details
SCALE:
3/4" = "0" U.N.O.
February 22, 2019
PROIE,7NO:
02201-2019-01
SHEEFNC:
S4.2