BLD2019-0785ov Eby
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 08/27/2019 Penwt#: BLD20190785
Expiration Date: 08/27/2020 \N Project Address: 8125 FREDERICK PL, EDMONDS
Parcel No: 00654500000900 4NO
PROPERn'OWNFR APPLICANT CONTRACTOR
JOHN J & ADRIENNE R JANACEK LISA LIND13URG GT RESIDENTIAL CONTRACTING
8125 FREDERICK PIL 66 BELL ST 41 CIO GRAHAM TRAVIS
EDMONDS, WA 98026-5031 SEATTLE, WA 98121 PO BOX 6241
EDMONDS, WA 98026
(360) 961-6015 (206) 239-0850 (206) 769-4128
LICENSE 4: GTRESRC915ML EXP:07/01/2021
JOB DESCRIPTION
INTERIOR REN40DELOF SINGLE FAMILY RESIDENCE. INTERIOR STAIR, KITCHEN, BATH. A FEW WINDOWS. PLUMBING
AND MECHANICAL INCLUDED
VALUATION: $75,000
PERMIT TYPE: Residential
PERMIT GROUP: 04 - Alteration/Remodel
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION:
RETAINING WALL ROCKERY-
OCCUPANT GROUP
OCCUPANT OAD:
FENCE: 0 X 0 FT.)
CODE:
JOTHER ------- OTHER DESC
IZONE:
INUMBER OF STORIES: 0
1 VESTED DATE
INUMBER OF DWELLING UNITS: 0
ILOT #�
EMSTINGARF%
BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
PROPOSEDARFA
BASEMENT 0 1 ST FLOOR- 0 2ND FLOOR: 0
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
IBEDROOMS 0 BATHROOMS: 0
1BEDROOMS: 0 BATHROOMS: 0
FRONTS L-FRACK SIDESETBACK RE-XRSETBACK
REQUIRED: PROPOSED: — 11 EQUIRED- PROPOSED: IREQUIRED: PROPOSED
HEIGHT ALLOWED�O PROPOSED 0 IREQUIRED: PROPOSED:
SETBACK NOTES
PERMIT APPROVAL
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 WORKMENS COMPENSATION
INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DB:`UTY AND ALL FEES ARE PAID.
oe
Signature Print Name Date Released By Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBCI 09/ IBCI 10/ IRCI I O�
= FIRE = APPLICANT = ASSESSOR = CITY
ww 11
14
U
0
%J
D11
STATUS: ISSUED
BLD20190785
• Special inspections have been called for on this project and are noted on the approved construction plans and building permit.
It is the owner and/or contractors responsibility to assure that reports are provided to the City on a weekly basis. Be advised --
if special inspection reports are not forthcoming, the Building Official may issue a "Stop Work" and no City inspections will be
provided until such time as the reporting agency has complied and reports are reviewed and approved by the City.
• 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 foralternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
• Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise lityrits
of ECC Chapter 5.30 only during the hours of 7:00arn to 6:00pm on weekdays and 10:00am and 6:00pm 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
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly firomthe issuance for this permit. Issuance ofthis permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
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.) VVILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00.005(A)(6)
BUILDING
1. Go to: www.edmondswa.gov
2. Then: Ser\Aces
3. Then: Perm its/De\elopment
4. Then: Online Permit Info
5: If you don't have one already, create a
login (upper right hand comer)
6: Schedule yourinspe0on
Building Department Inspections
are now scheduled online. If you
have difficulties, please call the
Building Department front desk for
assistance during office hours.
(425) 771-0220
ENGINEERING
FIRE (426) 776-7720
771-0220 EXT. 1326
PUBLIC WORKS (426) 771-0236
RECYCLING (425) 275-4801
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 2r afternoon. —
• B-Preconstruction meeting
• B-Isolated Footings/Piers
• B-Plumb Rough In
• B-Gas Test/Pipe
• B-Mechanical Rough In
• B-Frarning
• B-Insulation/Energy
• B-Building Final
• B-Other
4 4
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://www.edmondswa.gov
JOB SITE INFORMATION/LOCATION: (Where the work is taking place)
Job Site Address: 8125 FREDERICK PLACE EDMONDS, WA 98026
Parcel: 006S4SO0000900
Lot/Unit/Suite#:Lot09 Subdivision: VIEW CREEK ESTATES
PROPERTY OWNER:
Name: ADRIENNE AND JOE JANACEK
Mailing Address: 8125 FREDERICK PLACE
City/State/Zip: EDMONDS, WA 98026
Phone #: (360) 961-6015
Email: joe_janacek@yahoo.com
OWNER INSTALLATION: *If yes, read and sign*
Will work be performed by the property owner? 11 Yes M 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, lease, rent, or exchange according to
RCW 18.27.090.
Owner Signature:
APPLICANT/ CONTACT INFORMATION:
Name of Applicant:
1 4-,.q 1
Mailing Address:
66 Bell Street #1
City/State/Zip:
Seattle, WA 98121
Phone #:
(206) 239-0850
E-mail:
lisa@brandtdesigninc.com
GENERAL CONTRACTOR: (if different from applicant)
General Contractor: Graham Travis
Mailing Address: P.O. Box 6241
City/State/Zip:
Edmonds, WA 98026
Phone #: (206) 769-4128
E-mail: graham@gtrcontracting.com
WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE:
GTRESRC915ML EXP: 07/01/2019
CITY OF EDMONDS BUSINESS LICENSE #: BL-010302
Office Use Only
Permit #: BLP2,01q- 0795
TYPE OF PERMIT (Provide
11 Accessory Structure/
Detached Garage
Details on Page 2)
C1 Addition
0 Demolition
[I Mechanical
El New Single Family / Duplex
0 Plumbing
0 Fire Sprinkler
EZ Remodel
11 New Commercial/ Mixed Use
El Re -Roof
11 Signs
F-I Tank
0 Tenant Improvement
El Other
Remodel Permit fees are based on:
— — — - - - - , P - ... - 11 - t'�U''U�u lu
the nearest dollar) of all equipment, materials, labor, overhead,
and the profit for the work indicated on this application.
Valuation: $75,000
PROPOSED NEW SQUARE
Basement sq ft:
FOOTAGE FOR THIS APPLICATION —
Finished 0 Unfinished El
1st Floor, sq ft:
0
2nd Floor, sqft:
0
Garage/Carport:, scl ft:
0
Deck/Covered Porch/Patio:
0
Other sq ft: 0
PROJECT DESCRIPTION
Interior remodel of existing single family
residence. New interior stair, Kitchen remodel,
and bathroom remodel.
I certify 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, Li'sa Lindburg
Signature: �2TJ L _--_�ate 6/25/2019
I/ I y
� V.
GENERAL COMMERCIAL DATA
Occupancy Group(s): R-3 Occupant Load(s):
Type(s) of Construction: V
Fire Sprinklers: Yes El No D9
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 Handler /VAV
Boiler
Dryer Duct
Exhaust Fans
Fireplace
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
q
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
9
Other:
Toilets
5
Other:
GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped)
BTUs Qty BTUS Qty
A/C Unit
Outdoor BBQ / Fire pit
Boiler
Stove/Range/Oven
Dryer
Water Heater
Fireplace/ Insert
Other:
Furnace other:
MEDICAL GAS, AIR VACUUM COUNTS
(New, Relocated or re -piped)
Qty
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:
6 Study Required 11 Conditional Waiver El Waiver El
Fill in Place El Fill Material:
Removal El
Size of Tank (Gallons)
Critical Areas Determination:
Study Required El Conditional Waiver El Waiver 0
GRADE/FILL/EXCAVATE
Grading: Cut cubic yards
Fill cubic yards
Cut / Fill in Critical Area: Yes 0 No 0
GENERAL PROVISIONS
APPLICATIONS: Applications are valid for a maximum of I 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.
C=�.r2ctor.
The -Onmaoor shall provide the special inspector or agency adequate notification of work requiring inspection.
ThcCi,-N approved plan and specifications must be made available, at the jobsite for the use of the special
insvocw and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by
.ii; pames.
The special inspection functions are considered to be in addition to the normal inspections performed by the Clt%
and the contractor is responsible for contacting the City to schedple regular inspections. No concrete shall be
poured or other work covered until approval is given by the City inspector.
Building Department:
The building department shall review any revisions and addenda. The City inspector will monitor the special
inspection functions for compliance with the agreement and the approved plans. The City inspector shall be
responsible for approving % arious stages of construction to be covered and for work to proceed.
Desip-n Professionals:
The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special
inspection required and shall include a schedule for inspection and testing. The architect and/or engineer will
coordinate their revision and addenda process in such a way as to ensure that all required City approvals are
obtained, prior to work shown on the revisions being performed in the field.
C,
Owner:
The project owner, or the architect or engineer acting as the owners agent. shall employ the special inspector or
agency.
C
ENFORCEMENT
A failure of the special inspector or firm to perform in keeping with the requirements of the IBC. the appro-,ed
plans and this document, may void this agreement and the Building Official's approval of the special inspector
In such a case a new special inspector and'or firm would need to be proposed for approval. A failure of the
design and -or construction parties to per -form in accordance with this agreement may result in a STOP WORK
notice being posted on the project until nonconforming items have been resolved. I
ACKNOWLEDGMENTS
I have read and 111JIVe t I 't i th erms and conditions of this agreeme
o cornt) \ �N i�l 9 1-00, 1 4t. .0 1
Sig te
Owner: Ale -mature !te A00% 10, Da
Contractor: Signaturme Dare.
Arch./Eng: �jAdtt4e, S__ --Signature �;r4 ��6 Date:
Special Insp. Jennifer Hempel Sitniature Date:
Special Insp. Agency Mayes Testing Engineers, Inc.
ACCEPTED FOR THE CITY OF EDMONDS BUILDING DfVISION
By: Date '75 17— 7 12-r, I
8/26/19
Users (!rahanitravis,LibrarviCantainers:coiyi apple niail/Data/Library/Nlail Downloads SB,;4,�246-143i-4871-8AF-8-,R-I-141 EF37EA2/sl_2019-
078; Structural Oanacek� l789488(,35(l).doc19,l.,2019
01 =--
Structural Calculations for:
Janacek Residence
8125 Frederick PI
Edmonds, WA 98026
Prepared for: Brandt Design Group
Job #: 01519-2019-03-00
Date: June 24, 2019
SEATTLE 2124 Third Ave. Suite 100, Seattle, WA 98121
TACOMA 934 Broadway, Suite 100, Tacorna, WA 98402
JUN 2 1 2019
BUILDING
0 206 443 6200
0 253 284 9470
CrIteda Sheet
Codes: Project Location:
Structural: Street & Number: '8125 Frederick P1
Loading: ASCE 7-10 City- tdm6fids State: *A
Wood: NDS 2015 Zip: -9180'46:**
Steel: AISC 360-10
Concrete: ACI 318-14 Latitude 47.8404 N
Masonry. TMS 4021602-13 Longitude: -122.3429 W
Occupancy Category
Risk Cateoorv: i� li ASCF7TablP1q-1
Seismic Load Summary:
Analysis Procedure: Equivalent Lateral Force Procedure -
Lateral System: Light -frame (Cold -formed Steel) Walls Sheathed %-Ath
Wood Structural Panels Rated for Shear Resistance Or
R: 6.50 4
Base Shear V = 8 kips 2.5
Ss= 1.298 0.509
Sos= 0.87 SDI= 0.51
C,= 0.133 'E� 1.0
Wind Load Summary:
V= 110 KZT� 1.00
Exposure z 8
-y'
Lynhw6od.".
f Map date 02019
Roof
Roofing
2.5 psf
1/2" Sheathing
1.8 psf
Trusses @ 24"oc
2.5 psf
Misc.tMech.
psf
Ceiling Finish
2.8 Psf
Solar Panels
3.9
15 Psf
Use
.15 psf
Floor
Finish Floor
I psf
3/4' Sheathing
2.7 psf
Joists @ 16'oc
2.2, psf
Misc./Mech.
2 psf
Ceiling Finish
ig
16.7 psf
Use
12 psf
Live Loads*
Snow 25 Psi
Floor 40 pst
Soils:
Allowable Bearing 1500 psf
Janacek Residence
Criteria
L
DATE
61912019
PROJ.
L
DESIGN
BDM__
SHEET
1
00
a�
Z
C�
72
w <
12 9
Cei
Pr
U.
�Q
jw
z
0
U)
z
21-1
Seismic Design
ASCE 7-10 Seismic Analysis Equivalent Lateral Force Procedure
eismic Force Resisting System; Per B aring-Wall Systems
able 12.2-1 System:
"a
'Systt
Light-fra.me(Cold-forniedSte6l)*�its'Sheathed;�ffi;;�.-Tii,g�;c,i�i.-- .; .1
Type: PahelsRated for Sheat
Resistance Or Steel Sheets
i Seismic Design Cat D
Risk Category it 1, 11, or III, or IV per Table 1.5-1
ss
Site Class
pei soils report (D assumed, without soils report)
F �%Iiible Bearing Wall Systems
2.5
.50
-10—
Cd
Ct
0.17 sec
9
__13066 ------
too
... .........
Cs
U.'fir
Cs, design
0.133
Bldg. Weight
58.6 k
Viw
CS
Vertical Dkitributinn 'A'Zn ,
2% in 50 yr, Latitude & Longitude lookup
2% in 50 yr, Latitude & Longitude lookup
rable 1.5-2
rable 12,8-2
,'able 12.8.2
12.8-7
'able 11.4-1
'able 11.4.2
11.4-1
IIA-2
114-3
11.4-4
q. 12.8-2
q- 12 8-3 need not exceed, T < T,
q. 12�8-5 or 12.8-6 minimum
q. t2.8-1, Strength Level ease Shear
q. 12.8-1 ASO Base Shear
— -1 n
Ta = Cthxn
Eq. 12.8.7
Sjws = FaSs
Eq. 11.4-1
Sm, = F.S,
Eq. 11.4-2
SDs = 2/3 SmS
Eq. 11.4-3
SDI = 2/3 Sm,
Eq. 11.4-4
CS = -Los—
Eq. 12.8-2
(RI[e)
CS = SD2
T(Rlle)
Eq. 12.8-3
CS = SDrf,
r2(17/fe)
Eq. 12.8-4
Cs a 0.044SD5.1, Eq. 12.8-5
CS �: 0.01
Eq. 12.8-5
Cvx = w,,h klyl, -12
X 'j=1 wxhkj Eq. 12.8
F
PX = En F
v. Wpx Eq. 12,10-1
E=X t
Fpx 2: USDslewpx Eq. 12,10-2
FV, < 0.4SDsl.w,. Eq. 12.10-3
Level
h., (fQ
W, (k)
h�k (it)
W�h �k
Story Shear
ASD
Diaphragm
Force (p not included)
CvK
Fx (k)
SV (k)
FP._
F,�
Fp.._
y=F,/F,
3.6
1-8
3.5
T. I
3�j
3.6
3-6
�7
0,667
0.333
oof
18.0
29-3
18.0
527
9;0
.29
9-0
264
5.5
2.7
71
_35
58w6
791
5.5
Janacek Residence
Seismic Criteria
AL
NG
DATE 61912019
PROJ. ff
DESIGN BDM
SHEET 2
In
00
poll
0
E
Is
r.
2
z
Er 0-
M
Wind Design - MWFRS
ASCC 7-10 Chapter 27 - Directional Procedure
I DesIgn Method 1 ASO ;;,,
Wind Coefficients
Exposure ;'- B
V=; JW�
Kd�10:85
TabiTi""i
K,;m 0.61
ITa7ble i�.V
694
TraorwrmAndikesalmr,
L/B = 0.73 h/L = 0.50
Pressure Coefficients from Figure 27.4-1:
81dr Face C,
Windward M-11 0.8
Leeward Wall -0.50
Windward Roof -0.9 ! -0.18
Leeward Roof -0.50
Wall Pressures (Unfactored):
Location and Buildino Dimpn4nm
Calculate Kzt?
Roof Type! vd�6510'
e3&tA �ngle. Tra;sverse Dir degrees
!degre
.----VcZi —Angle - L-o-ng Dirl :'0 Wegrees
Ground to top of roof is
Bot of roof to top of roof
an RoR'Riiji t. h 18
Short Plan Dime�i�(-
Long Plan Dime sion, .49 jift
dround to top of Parapet
Average Parapet Height!
Ht of 2nd Level Albo�e Grade :jft
Velocity Pressure at Mean j
Roof Height, q, 15.9
i 7771
Wral
Ht
K,
q, I
P—
P... (psf)
0.58
75.27
10,38'
6.78
703-0
0.62;
-.--6.-66, —
—"' -1K-3—V--
— ----
1 .
20-29
0.71
18,43[
12.531
30-40
0.76
20.01
13.61
6,78
12.23
5 60
0..85' 22.38; 15.22
-------
6.78
13-20
Om89
F�
1 .93
0.93'
.-23.43!
24.49':
_fk-6 5':
&78
i4U.0-6
25.28
. . .............. . .
17.19'
...
6.78
14.38
0.99;
26.07
17.731
6.78
14.70
AL
00/1-11.1, =.l N G
Roof Pressures (Unfactored) ASD
Windward -1 1 Leeveard Horiz Proj
�ax T---1Wn— I (PSO
L -2.4 1 i 7e I J
Janacek Residence DATE 61912019
Wind Criteria PROJ, A
DESIGN EIDM
SHEET 3
9 G;
00
F.
E
0
ci
52
J3
� I
t� 0
W
E
0
RR
0
cTRUCTURAL
WGINEERING
qo/slslo
PPOJECI
�11511�
DATE
PROJ #
DESiGNI
SHEET
0
OD
r4 N
00
00
m
E
M 0
(D
V)
.2 0
N m
E
vi
IF
z
w
U)
Client: Brandt
Project: Janacek
Wall Line:
Date: 9-Jun-29
Shear Wall
VI
1340.jiloft
Opening I
Ll
15,12 fti hair
1.25 K1
1.21
--�I ft! ho'
3""
in, 16.75 ft hbl
'F�
. 5't
L.g 10.75 ft Lai
�Aft
1. Hold-down forces: H = Vh.A/L_
2088 Ibf
2. Unit shear above . below 2eening
Ftrst opening: Val � vbl = H/Jhal+hb1) =
152 pIf
3.-Total boundary force ab�e + below openins,
First opening: 01 t �31 x (Lol) =
494 Ibf
4. Cornet forces
PI = 01(Ll�/(Ll-t.2) = 247 IV
F2 � OI(LZ)ALIILZ) = 247 lbf
S. Tributary length of openings
TI = (LI*Lol)/(LI+L2) = 1.63 ft
T2 = �1.2'Lol)/(Ll�t.2) = 1.63 ft
Variables
Adj. Factor Method =I 20/1
Wall Pier Aspect Ratio
Ad. Fac
Pl=hol/Ll= 0.80
N/A
P2=ho2/L2= 0,80
N/A
6. Unit shear beside opening
V1 = (V/L)(LI+Tl)/Ll =
179 off
V2 = (V/Q(T2-L2J/L2 =
17-0 plf
Check Vl'Ll�VZ'L2=V?
1340 Ibf OK
7. Resistance to cornerforres
R1 a Vl*LI -
670 Ibf
R2 - V2^L2 =
670V
8. Dtff*rQn" Comer force + resistance
Rl-Fl =
423 Jbf
R2-F2 =
423 bf
9, Unit shear in comer zones
�cl z 113 pif
�c2 = (R2-F2)/L2 113 pIf
heck Summary of Shear Values for One Opening
ne I.: vcl(ha+hbl)tVl(hoI)=H? 1552 536 2088 IV
ne 2: val(hal+hbl)—I(hal+hbl�-VI(hol)=O? 2088 1552 536 C
ne, 3: �c2l[hal+hbl�+V2(hoi)=H? 1552 536 2088 ItIf
Design Summary
Req. Sheathing Capacity
Req. Strap Fame
Req, HO Force (H)
Req. Shear Wall Anchorage Force (v_)Rl
247 it7f
4-TermDeflectioni 0.15661n. I 3-Term Deflectlonl 0.767 in.
4-Tenn Story Drift % 3-Term Story Drift % 0.015%
S- See ftg� 3
2088 Ibf
125 PH
APA Disclaimer
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Project Information
Code: IBC Date; 9-Jun-19
Designer: 8DJV1
Client; Brandt
Proiect. Jamcek
Shear Wall Deflection Calculation Variables
Sheathing:
Wood End Post Values:
Nail Type:
Sheathing Material
Species:
ategorV
E:J --13OE44,
(psi)
APA Rated Sheathi4.--
Gde
City
Stud Size
Nail Spacing:
Dimensions: .
HD Capacity:
Overinde
A] 10.5
(in.')
HD Deflection:
.:�:]Gt
Ga Ove ride
A Override:
Jim)
four -Term Equation Deflection Check
A = Bvh3
+ Vh + 0. 75he� + da
(Equation 23-2)
EAb
Gf b
Sheathing:
Nail:
v.d:
'—Wr:
E:
h:
A:
Gt:
Nail Spacing;
Vn:
e:
b;
HD Capa6ty:
HD Dell:
Pier I-L
Pier 1-11
Pier 2-L
Pier 2-R
15/32
15/32
IS/32
15/3-2
8d common
Scl common
8dcommon
Sdcommon
179
179
179
179
255
255
2SS
255
1.30E+06
1,30E+06
130E+06
1.30E+06
16.75
4.25
4.25
16.75
10.5
10.5
10.5
10.5
27,GW
27,000
27,000
27,000
6
6
6
5
128
129
128
128
0.0086
0.0086
0,0086
0.0086
3.75
3.75
3.75
3.75
2215
2215
2215
2215
O.M
0.088
0.088
0.088
Chack Total Deflection of Wall System
(Fill)
(P10
(psi)
(lbf/in.)
(in.)
Of)
(n)
(ft)
(Ibf)
(in.)
Pier I (left)
Pier 1 (right)
Term I
B nding
Term 2
Shear
Term 1,
Tene
Term 4
Hn.1
rn
Ter 1
Bending
1 Term 2 Term 3
Shear Fastener
Term 4
HD-2
0.187
0.158
0.109
0.75�
U41) 1 0.028
0.049
Suml
1.213
Surril
0.120
Pier 2 �left)
Pier 2 (rtght�
Term I
Bending
Term 2
Shear
Term 3
Fastener
Term 4
HG-1
Term I
Sending
Term 2
Shear
Ti,�rm
Fasta�r
erm 4
HD-2
0 OD3
--2.2
0.040 1
0,028
0.049
0.187 1
f
0.158
1 0.109
0,759
Sumi
0.120
sum
(penny weight)
Pier I
Pier 2
r, loo
1
2215
Iflial)
0.088
kin.)
Total
(in.)
%drift
APA Disclaimer 6
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AUTtfORWEVOYAPAISFRMWEOSVrHEU-�LCDPMWNrAAWS.
Project Information
Code; lac Date: 9-Jun-19
Designer: BDM
Client; Brandt
Project: )anacek
Wall Line:
Three-Tenrt Equation Deflection Check
8vh3 vh ha
(4.3-1)
�b + i 000G. +
Sheathin&
Nail:
V.,:
Ga:
HD CapaciW
HD Deft:
Pier I-L
Pier 1-11
Pier 2-1.
P�w, 2-R
'15132
25/32
15/S2
15/32
Bd common
3d common
Scl common
8d common
179
179
179
179
255
Z55
255
255
1.30E+06
1.30E+06
1.30E+06
1.30E+06
16-75
4,25
4.25
16.75
10.5
10.5
10.5
10.5
10-0
10,0
10.0
10.0
3.75
3.75
3.75
3.7S
2215
lais
2215
2215
1 0.088
0.088 1
0.088
0.088
Check Total Deflection of Wall Svstem
IpIf)
100
(psi)
Ift)
ft)
lbf)
in.1
Pier I (left)
Pier I fright)
Term I
Benc&ng
1
Ter. 2
$hear
1
Term 5
Fastener
Term 1
Send!
Term 2
Shear
Te m 3
Fastener
0.187
0,428
1 0.75-9
0.003
0-IL11
O�114 9
Suml
1.374
�um
160
Pier 2 (feft)
Pier 2 (right)
1
Term 2
1 Term 3
Fastener
Term
Sending
Term 2
Shear
Term 3
Fastener
�Terrn
0.108
1 0�049-
0.187
0.428
0,759 1
suml
0,160 1
Suml
1.374 1
i Total
Call.
0.767 (in.)
O.Oi53
l %drift
I Comment: Thc 3-te,m equation is calibrated to be approximately equal to 4-term equation at 1.4-ASD cspacity� I
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SWENSON SAY FAGft ssfengineers.com SEATTLE 2124 Third Ave, Suite 100, Seattle, WA 98121 1 0 206.443,6212
TACOMA 934 Broadway. Suite 100. Tacoma, WA 98402 i 0 253,284.9470
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SPECIAL INSPECTION AND TESTING AGREEMENT
Permit #: BLD2019-0785
Project: Janacek, 8125 Frederick Place
Prior to issuance of a permit, thisform must be completed in its entirety and returned to the Cityfor
approval, The completedform must have signatures of acknowledgment by all parties.
DUTIES AND RESPONSIBILITIES
Special Inspection Firm and Special Inspectors:
The Special Inspection firm of M A%(5 --IES-T-IN 1� will perform special
inspection for the following types of work (separate forms must be submitted if more than one firm is to be
employed):
Reinforced Concrete
Bolting in Concrete
Prestressed Concrete
Shotcrete
Structural Masonry
X Structural Steel/Erection
— High Strength Bolting
— Spray applied Fireproofing
Smoke Control Systems
Lateral Wood
Structural Observation by design professional
Grading/soils
X Expansion Bolts/Threaded Expansion Inserts
X_ Epoxy Grouted Installations
All individual inspectors to be employed on this project will be WABO certified for the type of work they are to
inspect. If inspection is for work that is not covered by the WABO categories, or the inspector is not WABO
certified, a detailed resume of the inspector and firm must be submitted. The resume must show that the
inspector and the firm are qualified by education and experience to perform the work and testing required by the
project design and specifications.
The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions
and addenda sheets will not be used for inspection, unless they have been approved by the City. Inspection
records shall include:
A daily record to be maintained on site, itemizing the inspections performed. Any nonconforming work
shall be brought to the immediate attention of the contractor for resolution.
A weekly report shall be submitted to the City; detailing the inspections and testing performed, listing
any nonconforming work and resolution of nonconforming items.
A final report shall be submitted to the building department prior to the Certificate of Occupancy being
issued. This report will indicate that inspection and testing was completed in conformance with the
approved plans, specifications and approved revisions or addenda. Any unresolved discrepancies must
be detailed in the final report.
C:\Users\dnelson\AppData\Local\Microsoft\Windows\fNetCache\IE\NLPUJQ6E\SI2019-0785 Structural (Janacek). doc 12/2/2019
Contractor:
The contractor shall provide the special inspector or agency adequate notification of work requiring inspection.
The City approved plan and specifications must be made available, at the jobsite for the use of the special
inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by
all parties.
The special inspection functions are considered to be in addition to the normal inspections performed by the City
and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be
poured or other work covered until approval is given by the City inspector.
Building Department:
The building department shall review any revisions and addenda. The City inspector will monitor the special
inspection functions for compliance with the agreement and the approved plans. The City inspector shall be
responsible for approving various stages of construction to be covered and for work to proceed.
Design Professionals: 1-2 e-A
The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special
inspection required and shall include a schedule for inspection and testing. The architect and/or engineer will
coordinate their revision and addenda process in such a way as to ensure that all required City approvals are
obtained, prior to work shown on the revisions being performed in the field.
Owner:
The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or
agency.
ENFORCEMENT
A failure of the special inspector or firm to perform in keeping with the requirements of the IBC, the approved
plans and this document, may void this agreement and the Building Official's approval of the special inspector.
In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the
design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK
notice being posted on the project until nonconforming items have been resolved.
ACKNOWLEDGMENTS
I have read and agree to comply with the terms and conditions of this agreement.
Owner:
Signature
Date
Contractor: 6e,�� --��SilgnatureP!���, Date:
I U
Arch./Eng:
Special Insp.
Special Insp. Agency
Signature.
Signature
ACCEPTED FOR THE CITY OF EDMONDS BUILDING DIVISION
LIN
Date:
Date:
Date:
C:\Users\dnelson\AppData\Local\Microsoft\Windows\lNetCache\IE\NLPUJQ6E\SI2019-0785 Structural (Janacek). doc 12/2/2019
C- -':MVtor-
T1w.:-,,�CM-actor shall provide the special inspector or agency adequate notification of work requiring inspection.
11w C;-,N approved plan and specifications must be made available, at the jobsite for the use of the special
imsvecwr and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by
ai2, partlics.
The special inspection functions are considered to be in addition to the normal inspections performed by the A�
and the contractor is responsible for contacting the City to schec4ile regular inspections. No concrete shall be
poured or other work covered until approval is given by the City inspector.
Building Department:
The building department shall review any revisions and addenda. The City inspector will monitor the special
inspection functions for compliance with the agreement and the approved plans, The City inspector shall be
responsible for approving % arious stages of construction to be covered and for work to proceed.
Desian Professionals:
The architect and/or engineer will clearly indicate an the plans and specifications the specific types of special
inspection required and shall include a schedule for inspection and testing. The architect and/or engineer will
coordinate their revision and addenda process in such a way as to ensure that all required City approvals are
obtained, prior to work shown on the revisions beiric, performed in the field.
C_
Owner:
The project owner, or the architect or engineer acting as the owners agent. shall employ the special inspector or
agency.
C
ENFORCEMENT
A failure of the special inspector or firm to perform in keeping with the requirements of the IBC. the appro" ed
plans and this document, may void this agreement and the Building Official's approval of the special inspector
In such a case a new special inspector and or firm would need to be proposed for approval. A failure of the
design andi-or construction parties to perform in accordance with this agreement may result in a STOP WORK
notice being posted on the project until nonconforming items have been resolved.
ACKNOWLEDGMENTS
I ha% e read and agree to )m il\ %\ i conditions of this agreemel�t.
ot i th
�erms and
I - �� I
e2d
Owner: Akob S-lesature Date '17)
Contractor: —Signature Daw.
Arch./Eng-_ Signature Ino— Date: Ow �
A01
Special Insp. Jennifer Hempel SiLmature Date: 8/26/19
Special Insp. Agency Mayes Testing Engineers, Inc.
ACCEPTED OR THE CITY OF EDMONDS BU(LDfNG DIVISION,,�/
Date�
Users arahanitravis,LibrarvtC'ontainers;cotTiapple niail/Data/Library/Niai I Down loads 91]154.046-1435-4871-8 A E8- 8, 2241 EF3713AIVS1_2019-
()-78; �tnictural (Janacek)' 178948863's (I)-docgl 1,120 19
GENERAL INUTES
LIFE SAFETY NUMS(continued
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 unpennitted building, structure, or site
condition which is outside the scope of the pen -nit application,
regardless of whether such building, structure, or condition is
shown on the site plan or drawing. Such building, structure, or
1condition 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 7:00arn to 6:00prn on weekdays and
10:00arn and 6:00pm 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. lit. & 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.
1IRC 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 W 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, of safety
terminal. The grip -size shall be Type I or 11 or of equivalent
graspablity. IRC 311.7.8
one operable escape window in the basement, habitable
attic and in each sleeping room meeting all of the following
requirements:
-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.
Escape windows located under decks or porches must have a path
36 inches in height to a yard 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.
1IRC 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
inch nominal blocking, or attachment to a rim board.
IRC 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 pan 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
,the opening. 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 11 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
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Provide outdoor air inlets in all habitable spaces.IRC 1507.3.4.4
A 30"x3O" 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
electyical disconnect is required withiii 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
1FGC 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 opening s/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" above/below bottom/top plates. The joints shall be
sealed with UL 18 1 A 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 lFGC 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
Fixtures installed on a floor level that is lower than the next
upstream manhole cover of the public or private sewer shall be
protected from backflow of sewage by installing an approved type
of backwater valve. Fixtures on floor levels above such elevation
shall not discharge through the backwater valve. UPC 710.1
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
permitted unless first approved by the Building Inspector on a
case by case basis.
lWater heaters installed in attics, attic -ceiling assemblies, I
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 ol
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
holes in the sub -drain clamping ring from clogging.
UPC 408.5 - 408.7
IMain building shut-off required on water supply line. UPC 606.2 1
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
Mi�m r air -gap required at dishwasher. UPC 414.3
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 backiniz 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
Draftstops 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 membrane 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/builders 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.
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ABBREVIATIONS
ABV
ABOVE
AFF
ABOVE FINISH FLOOR
ADDL
ADDITIONAL
ADJ
ADJUSTABLE
ALT
ALTERNATE
ARCH
ARCHITECT, ARCHITECTURAL
BLW
BELOW
BSMT
BASEMENT
sTW
BETWEEN
BLD
BUILDING
CAB
CABINET
CALC
CALCULATION
CLG
C HAND
CL
C:NTERUNE
CUR
CLEAR
COL
COLUMN
CONC
CONCRETE
CONST
CONSTRUCTION
CONT
CONTINUOUS
OONTR
CONTRACTOR
DEMO
DEMOLISH
D:A
D�AMETER
D M
D MENSION
Dw
DISHWASHER
OR
DOUBLE
EA
EACH
EL C
:,L:CTRIC, ELE07RICIAN
EL:1
VATION
ENGINEER
:NGR
QUIV
EQUIVALENT
EXIST OR (E)
EXISTING
EXT
EXTERIOR
FF
FINISH FLOOR
DALY
GALVANIZED
GWB
GYPSUM WALL BOARD
NOR
H:ADER
HT
H IGHT
HORIZ
HORIZONTAL
INSUL
INSULATION
INT
INTERIOR
LOC
LOCATE, LOCATION
MAX
MAXIMUM
MFR
MANUFACTURER
MECH
M:CHANICAL
MTL
M TAL
MIN
MINIMUM
NIS
NOT TO SCALE
0.0
ON CENTER
PLY
PLYWOOD
PRELIM
PRELIMINARY
PT
PRESSURE -TREATED
PL
P OPERTY UNE
IN
REFIT
REFRIGERATOR
R:INF
R:INFORCE, REINFORCING
R QD
R QUIRED
SCHED
SW
:CHEDLILE
HEARWALL
Sim
SIMILAR
SF
SQUAREFOOT
SPECS
SPECIFICATIONS
SSTL
STAINLESS STEEL
STL
STEEL
STRUCT
STRUCTURE,STRUCTURAL
TEMP
TEMPORARY
TOW
TOP OF WALL
TYP
TYPICAL
ONO
UNLESS NOTED OTHERWISE
VIF
VERIFY IN FIELD
VERT
VERTICA
WP
WATERPROOF, WEATHERPROOF
WNDW
W NDOW
W/
W:TH
W/o
WITHOUT
WD
WOOD
GRAPHIC KEY
MGLASS
BATT INSULATION
CONCRETE
RIGID INSULATION
STEEL
PLYWOOD
EARTH
FINISH WOOD
GRAVEL
STUCCO
WATER
SPRAY FOAM
INSULATION
-RI_
GYPSUM WALLBOARD
SYMBOLS KEY
MID LINES
ROOM REFERENCE
ROOM INARIE ROOM NAME
ROOM NUMBER
ROOM NUMBER
DOOR REFERENCE
DOOR NUMBER
ROOM NUMBER
WINDOW
REFERENCE
VONDOW NUMBER
EXTERIOR
DRAWING NUMBER
ELEVATIONS
SHEET NUMBER
WALL
SECTION
URAWNG NUMBER
SHEET NUMBER
SECTION
DETAIL
NO NUMBER
SHEET NUMBER
AREA
F -1
DRAWING NUMBER
DETAIL
L _j
SHEET NUMBER
INTERIOR DRAWING NUMBER
ELEVATION
SHEET NUMBER
2
ELEVATION Q� F N114
DATUM N
0 ULOOR — LOCATION
' — ELEVATION
FINISH TYPE: SEE FINISH SCHEDULE
FINISH MATERIAL FINISH NUMBER
NOTE:
REVISION BUG
ONLY MOST RECENT REVISION SHOWN
CLOUDED.
FOR PREVIOUS REVISIONS DELTM REMAIN. DATE
OF REVISIONS INDICATED AT RIGHT MARGINS.
VV4a
ASSEMBLYTYPE
R: ROOF TYPE
W., WALL TYPE
F: FLOOR TYPE
SEE ASSEMBLIES FOR MORE INFO
EXHAUST FAN
0
SMOKE DETECTOR
SMOKEYMBON MONOXIDE DETECTOR
CENTERLINE
GENERAL NOTES
ALLWORK SHALL BE IN COMPLIANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED AND MODIFIED
BY THE CITY OF EDMONDS AND EDMONDS COMMUNITY DEVELPMENT CODE, 2015 WSEC AND ALL OTHER LAWS,
CODES, ORDINANCES AND REGULATIONS OF THE COUNTY, STATE, AND FEDERAL JURISDICTIONS. (LATEST EDITION AND
AMENDMENTS)
ALL UNDERGROUND UTILITIES MUST BE VERIFIED AS TO EXACT LOCATIONS SO AS NO INTERFERENCE BY DISRUPTION
WILL BE CAUSED. GENERAL CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCIURES AND UTILIIIES BY THE
METHODS RECOMMENDED BY THE GECTECHNICA. ENGINEER AND DPD REPRESENTATNE AT THE PRE -CONSTRUCTION
SITE MEETING. DAMAGE THAT MAY BE CAUSED BY GENERAL CONTRACTOR OR SUBCONTRACTOR TO ANY OF THE ABOVE
MENTIONED SHALL BE REPAIRED BY HIM AND LEFT IN AS GOOD A CONDITION AS EXISTED PRIOR TO DAMAGING.
CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND JOB CONDITIONS RELATED TO THIS
WORK. ALL DIMENSIONS SHALL BE CONSIDERED "NOMINAU'UNLESS NOTED OTHERWISE. DO NOT SCALE
DRAWINGS. USE WRITTEN DIMENSIONS ONLY. DIMENSIONS ON LARGE SCALE DRAWINGS OR DETAILS WILL PREVAIL
OVER SMALLER SCALED DRAWINGS. WIDITEN DIMENSIONS ARE DRAWN TO THE FACE OF STUD,
U.N.O. VERIFY ALL ROUC44-IN DIMENSIONS FOR EQUIPMENT, PROVIDE ALL BUCKOUTS, BLOCKING, AND JACKS AS
REQUIRED BY THE DRAWINGS AND OTHER TRADES. ANY DISCREPANCY IN DIMENSIONS SHALL BE REPORTED
IN WRITING TO THE PROJECT MANAGER/ DESIGNER FOR CLARIFICATION, OR APPROVAL OF MODIFICATION BEFORE
COMMENCING WORK. THE RESPONSIBILITY TO THE PROJECT MANAGER/DESIGNER, SHALL REST WITH
THE CONTRACTOR OR ANY OTHER PERSON APPROVING SUCH A CHANGE.
ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF
CERTIFICATE OF OCCUPANCY UNLESS SPECIFIED FOR A LONGER PERIOD OF TIME ON SPECIFIED ITEMS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING HIS OWN DEFECTIVE WORK AS WELL AS PAY ALL
COSTS INCIDENTAL THERETO INCLUDING DAMAGE TO OTHER WORK FURNISHINGS OR EQUIPMENT.
ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO THE OWNER'S WORK
SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL BE SO WRITTEN THAT SUCH GUARANTEE OR
WARRANTIES SHALL INSURE TO THE BENEFIT OF OWNER.
INSURANCE: PRIOR TO THE COMMENCEMENT OF WORK THE GENERAL CONTRACTOR SHALL DELIVER TO THE OWNER
CERTIFICATES OF INSURANCE FOR BOTH COMPREHENSIVE GENERAL LIABILITY AND WORKMAN'S COMPENSATION
INCWDING THE TOTAL AMOUNT OF COVERAGE AND CONDITIONS STIPULATED AND AGREED BY BOTH PARTIES.
THE OWNER SHALL BE RESPONSIBLE FOR PAYING FOR THE BUILDING PERMIT, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS REQUIRED OR NECESSARY FOR THE COMPLETION OF THE WORK
FROM THE RESPECTIVE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE GOVERNING AGENCIES AS REQUIRED FOR SITE
INSPECTIONS.
ALL TRADES SHALL REFER TO THE ARCHITECTURAL DRAWINGS REGARDING LOCATIONS OF WORK TO BE INSTALLED.
UNLESS OTHERWISE NOTED, PROVIDE ALL MISCELLANEOUS FASTENERS, HARDWARE AND ACCESSORIES AS REQUIRED
FOR COMPLETE INSTALLATION. EVEN THOUGH SUCH ITEMS MAY NOT HAVE BEEN SPECIFICALLY MENTIONED IN THE
DRAWINGS AND SPECIFICATIONS, NOTIFY THE ARCHITECT OF ANY REVISIONISM ADDITONAL INFORMATION OBTAINED
FROM THE MANUFACTURER OF SPECIFIED MATERIALS OR EQUIPMENT WHICH MAY AFFECT THE CONTRACT TIME, COST OR
QUALITY OF WORK.
GENERAL CONDITIONS
THE GENERAL CONTRACTOR, ALL SUB-C"ACTORS AND ALL MAJOR SUPPLIERS SHALL SUBMIT TO THE OWNER WITHIN
30 DAYS AFTER COMPLETION ALL "RELEASE OF LIENS" FOR ALL WORK PERFORMED PRIOR TO FINAL PAYMENT.
PARTIAL UEN WAIVERS TO BE SUBMITTED WITH MONTHLY REQUISITION.
ALL MANUFACTURERS AND/OR SUPPLIERS SHALL SUBMIT SHOP DRAWINGS AND/OR MATERIAL SAMPLES TO THE
DESIGNERADWNER FOR APPROVAL PRIOR TO FABRICATION,
ALL OF THE GENERAL CONTRACTOR's EQUIPMENT, SCAFFOLDING HOISTS, ETC., SHALL BE AVAILABLE TO THE OWNER/
DESIGNER AND THEIR STAFF FOR INSPECTION OF ANY AND ALL WORK DURING NORIVIALWORKING HOURS,
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DELIVERY POINTS, HOISTS LOCATIONS, ACCESS TO AND FROM THE
SITE OF THE BUILDING AND UTILITY SERVICES.
BID TO INCLUDE ALL NECESSARY AND REQUIRED PERMITS, LICENSES, FEES, BONDS AND INSURANCE - EVIDENCE OF
WHICH MUST BE SUBMITTED TO OWNER/ DESIGNER PRIOR TO ANY CONSTRUCTION,
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBCONTRACTORS WORKING AT JOB SITE AND FOR ALL
COORDINATION OF WORK.
THE MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTOR SHALL FULLY OOORDINATE ALL EQUIPMENT WITH THE
OTHER TRADES, THESE CONTRACTORS SHALL BE RESPONSIBLE FOR FINAL HOOK-UP OF ALL EQUIPMENT NOT FURNISHED
BY THEM BUT REQUIRING THE SAME FOR FINAL COMPLETION,
GENERAL CONTRACTOR TO BE RESPONSIBLE FOR SECURITY OF ALL MATERIALS AT JOB SITE UNTIL FINAL ACCEPTANCE OF
WORKBYOWNER,
ANY SUBCONTRACTOR DURING INTO WORK ALREADY COMPLETED, DURING CHASES AND TRENCHES FOR THE
INTRODUCTION OF HIS WORK AND EQUIPMENT IN THE BUILDING SHALL DO OR PAY FORALL BACK FILLING, REPARATION
OF WALLS, FLOOR, ETC., DAMAGE BY SUCH A COMPANY. ALL REPAIRS SHALL MATCH EXISTING SURFACES.
CONSTRUCTION SPECIFICATIONS
NO SUBSTITUTIONS ARE ALLOWED FOR MATERIALS WHERE SPECIFIC MANUFACTURERS ARE INDICATED, UNLESS
APPROVED BY THE OWNER/ARCHITECT ' REQUESTS FOR SUBSTITUTIONS SHALL BE MADE IN WRITING PRIOR TO ORDERING
MATERIALS OR COMMENCING WORK. SUCH REQUESTS SHALL INCLUDE THE DATE, SCOPE OF WORK, ANY ADDITIONAL
COSTS TO THE OWNER, AND ANY ANTICIPATED DELAYS CAUSED BY SUCH CHANGES.
NO EXTIN WORK OR CHANGE SHALL BE MADE UNLESS A WRITTEN C14ANGE ORDER IS SUBMITTED AND SIGNED BY THE
OWNER AND ARCHITECT. THE ORDER SHALL STATE 714AT THE OWNER HAS AUTHORIZEDTHE EXTRA WORK OR CHANGE,
AND NO CLAIM FOR AN ADDITIONAL SUM SHALL BE VALID UNLESS SO OFFERED AS DESCRIBED ABOVE,
ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE OR EXPOSED TO WEATHER SHAIL BE PRESSURE TREATED.
WOOD SPECIFICATIONS TO CONFORM TO OUTLINE SPECIFICATIONS. STRUCTURAL PLANS, NOTES, AND GENERAL
CONDITIONS.
CAULIaNG AND SEALANTS: INSTALLED SHALL BE GUARANTEEDWATERTIGHT. EXTERIOR HITAL WORK INCLUDING
WINDOWS AND DOOR FRAMES AND ALL JUNCTIONS BETWEEN MASONRY. CONCRETE AND METAL SHALL BE SEALED
WITH NEOPRENE OR POLYURETRkNE FILLER AND APPROVED SEALANT COMPOUNDS.
PROVIDE GALVANIC INSULATION BETWEEN ALL DISSIMILAR METALS.
PROVIDE WATERPROOFING MEMBRANE OVER PROTECTIVE BOARD AT ALL WALLS EXPOSED TO EARTH.
ALL PIPING AND CONDUIT UNDER SLAB SHALL BE A MINIMUM OF T-9 CLEAR OF UNDERSIDE OF FOOTING.
ALL FINAL SURFACE GRADING SHALL BE COMPLETED TO FACILITATE POSITIVE DRAINAGE AWAY FROM THE BUILDING
UNLESS NOTED OTHERWISE.
PROVIDE AND INSTALL INSULATION AT EXTERIOR WALLS, ROOF, FLOOR LOCATIONS AS SHOWN, SPECIFIED AND IN
ACCORDANCE WITH SEATTLE ENERGY CODE,
WATER PIPES TO BE INSULATED IN ALL UNHEATED AREAS.
INSULATE ALL ROUGH -IN PLUMBING IN WALLS, FLOORS, AND CEIUNrS FOR SOUND TRANSMISSION
GENERAL INFORMATION
PROJECT ADDRESS
ASSESSOR'S PARCEL
LEGAL DESCRIPTION
PROJECT DESCRIPTION
ZOE
BUILDING TYPE
PROJECT DIRECTO
OWNER
ARCHITTO
QWNER�$ AIERYCONT-Aa
GENERAL CONTRACTOR
VICINITY PLAN
8125 FREDERICK PL
EDMONDS, WA 98026
00654500000900
VIEW CREEK ESTATES BLK 000 D-00 LOT 9 SUBJ TO ESE CITY OF ED PUD
& GEN TEL
INTERIOR REMODEL: C14ANGE EXISTING UTILITY ROOM INTO BATHROOM,
NEW MAIN LEVEL STAIR, KITCHEN AND BATHROOM REMODEL.
PS-20
SINGLE FAMILY RESIDENCE
ADRIENNE AND JOE JANACEK
8126 FREDERICK PL
EDMONDS, WA 98026
jw_jamwk@yahw.wm
COLIN BRANDT
BRANDT DESIGN GROUP
66 BELL ST., UNIT I
SEATTLE. WA 98121
206.239.0850
wfinft—dIdesipincoom
LISA UNDRURG
BRANDT DESIGN GROUP
66 BELL ST., UNIT I
SEATILE,WA 98121
206.239.01150
II.ft—cifftignI.—
GRAHAM TRAVIS
GT RESIDENTIAL CONTRACTING
7025 182ND PL SW
EDMONDS, WA 98026
206 769-4128
gmham@g[—I.cfing.wm
PROJECT DATA
SQUARE FOOT SUMMAR
EXISTING (CONDITIONED)
PROPOSED TOTAL SF
LOT COVERAGE SUMMARY
EXISTING LOT
ALLOWED LOT COVERAGE
TOTAL EXISTING COVERAGE
PROPOSED LOT COVERAGE
SETBAC
SIDE YARD
FRONT YARD
REAR YARD
OCCUPANCY SUMMARY
EXISTING TYPE -
OCCUPANT LOAD -
ESUMMA
TABLE R402. 1.1
3858 SF
3858 SF (NO CHANGE)
21,344 SF
21,344 X .35 = 7470.5 SF
2321 SF (10.9%)
2321 ST (NO CHANGE)
3V COMBINED, IC'MIN
2V
2V
R-3
SINGLE FAMILY
TABLE R402.1.1
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT'
CUMATE ZONE
6 .. M�. 4
U-0
0.30
SKYUMTO U-F�
0.50
G�FMETIMSHGCk'
NR
C�MGR-V_e
49
W�F�WAMR-VALUE
21 it
M.- W�fi R-Vh..�
21121 1
FWORR-V=E
30
10115/21 mt . TI3
10v2ft
HEATING
EXISTING SYSTEM TO REMAIN
VENTILATIO
FANS ON TIMERS, PER PLANS
* PLUMBING, MECHANICAL, ELECTRICAL WORK TO BE PERMITTED SEPARATELY
Obtain Electrb
State Labor &
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
uns, musy BE
0M JOB SHE
OrIECII JUIUCA
DISCIPUNE SHEET NUMBER
SHEET NAME
ARCHITECTURAL AODO
COVERSHEET
D200
BASEMENT FLOOR DEMO PLAN
D201
MAIN FLOOR DEMO PLAN
D202
UPPER FLOOR DEMOPLAN
A200
BASEMENT FLOOR PLAN
A201
MAIN FLOOR PLAN
A202
UPPER FLOOR PLAN
A203
ROOF PLAN
A600
WINDOW DOOR SCHEDULES
STRUCTURAL Sill
GENERAL STRUCTURAL NOTES
S2.1
FOUNDATION PLAN
S2. 2
MAIN FLOOR FRAMING PLAN
S2.3
UPPER FLOOR FRAMING PLAN
S2 4
ROOF FRAMING PLAN
S3 I
TYPICAL CONCRETE DETAILS
S3.2
FRAMING DETAILS —
WORK
ADDREEI
OWNER
City of Edmonk OwIding I
APPROU B I
NG DEPARTMENT
I APPROVED DATE:
LOCATION PLAN BLDG , OFFICIAL:
TBran dt
Design Group
66Bell Street
Unit I
Seattle, WA
98121
206.239.0850
brandtdesignino.com
from
1,
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CQ S.
In R
0 52
0 8
co
PERMIT SET
DATE: 06t27/19
SHEETSIZIE'_D(2436)
IMOONS
,AN 'A":
DRAWN BY. NLD
CHECKED BY: LL
COVERSHEET
SCALE: 1, = IT
AOOO
c 1111IFY c1c OFT
RECEIVED
JU1`I 2 7 2019
BUILDING
r h,
IlLqomk�Fk
Ll IVA
--
---------------------------
---------------
E3
---------------------------
12
------------------
E3
r
:777.
'7
12 -6 (E)
15'- S' (E)
2
j.
w
j:
BEDROOM
F 003
7
5!
— — —
— — -
WORKSHOP
F—OO4
BONUS
1 002
---- ---
---- ---
UP
HALL
1 001
17' 3 314' (E)
9
REMOVE (E)
CABINET AND SINK
FURN
MECH
REMOVE MOVE (E)
Eli 1
ELECTRICAL PANEL
— — — —
— — — — — — -- -- — —
— — — — — ---
(E) SOFFIT TO REMAIN
— — — — —
— -- — — — — —
— — —
— — —
— — — — — — — I — —
— — — — —
— — — — — —
— — —
18' - 6' (E)
12'_ 6.
3 1 m 0
LEGEND
NOTES
WNDGW ID
1. ALL DIMENSIONS AT EXTERIOR WALLS TO FACE OF
R,. RL,.
ELEVATION DATUM
FRAMING AT EXT. FACE OF WALLAND TO
DOOR ID
FACEOF FINISH (5/8" GWB ASSUMED) AT INT. FACE
OF WALL, U.N.O.
r-1-00A-1 FINISH ID
Do
GRIDLINE
2. EXTERIOR FACE OF FRAMING ASSUMED TO ALIGN W/
FACE OF FOUNDATION WALL.
SMOKE DETECTOR -BATTERY
I
NEWWALL
OPERATED
SMOKKARBON MONOXIDE DETECTOR-
WALL TO REMAIN
3. ALL DIMENSIONS AT INTERIOR WALLS TO FACE OF
FINISH (W GWB ASSUMED AT EA. SIDE OF WALL),
BATTERY OPERATED
U.N.O.
0 FAN - 100 CFM U.N.O.
TO BE REMOVED
I -HOUR RATED ASSEMBLY
4. ALL DIMENSIONS AT KITCHEN TO EDGE OF
COUNTERTOPS, U.N.O.
BASEMENT LEVEL DEMO PLAN
1/4" = 1'-0'
PROJECT
NORTH
(1)
FBr a n d t
n-1— r-'
Zlnit i'
Seattle, WA
98 1 2 1
206.239.0850
brandtdesigninc.com
REGISTERED
ARCHITECT
Lu
C.)
z
Lu
C)
Lu
o'o
cl- "DO
:he 01
ui
z
<
0
U, 0
u� 0
sE
ft
-_ �&
1p
FLI?Ml I 5L I
SHEET SIZE: D (24X36)
REVISIONS
NO: DATE:
DRAWN BY: NLD
CHECKED BY: LL
BASEMENT FLOOR
DEMO PLAN
SCALE: k indicoled
D200
RECEIVED
JUN 2 7 20
BUILDING
LEGEND
WINDOW ID
""' M
LN
1JXEL:F�HL FLIL
DOOR ID
F-100-A I
FINISH ID
SMOKE DETECTOR -BATTERY
OPERATED
SMOKE/CARBON MONOXJDE DETECTOR -
BATTERY OPERATED
FAN - 100 CFM U.N.O.
NOTES
I ALL DIMENSIONS AT EXTERIOR WPM TO FACE OF
ELEVATION DATUM
FRAMING AT EXT. FACE OF WALL AND TO
FACEOF FINISH (WGWB ASSUMED) ATINT. FACE
OF WALL U.N.O.
GRIDLINE
2. EXTERIOR FACE OF FRAMING ASSUMED TO ALIGN W/
FACE OF FOUNDATION WALL.
NEW WALL
3. ALL DIMENSIONS AT INTERIOR WALLS TO FACE OF
WALL TO REMAIN
FINISH (50 GWB ASSUMED AT EAL SIDE OF WALL),
U.N.O.
TO BE REMOVED
144OUR RATED ASSEMBLY
4. ALL DIMENSIONS AT KITCHEN TO EDGE OF
0OUNTERTOPS, U.N.O.
DECK \
0 CHANGE
ROOF ABOVE
— — — — — — — — — — — — — 1-4
DINING ROOM
F 1-03-1
DEMO
(E) STAIR TO
(E) PONY WALL
BASEMENTTO
REMAIN
UP
ON I I
DEMO (E) S1 UR
TO UPPER LE EL
LJVING ROOM
F 10-2
ON
LL= -
17
DEMO (E)
STAIR WALLS
DEMO
(E) SOFFIT
F- -F
- - - -
- - - - - -
ILL - - -
41
11
�
KJITCHIEN
-1
- - -
I I
FI-04
L -L- -il
F-
F
L — —
— J
11 Dammv
I
MAIN LEVEL DEMO PLAN
1/4" = I '-U'
ON
PROJECT
NORTH
0)
�B r an dt
Design Group
6613ell Street
Unit I
Seattle, WA
98121
206.239.0850
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REVISIONS
NO: DATE!
DRAWN BY: NLD
CHECKED BY: LL
MAIN FLOOR DEMO
PLAN
SCALE: As indicated
D201
RECEIVED
JUN 2 7 2N3
BUILDING
LEGEND
-- — — — — — — — —
----------
-----------
-------------
------------- ---------
I
— — — — — — — — — — — — — — — — — —
IV - 6- (E)
NOTES
WNDGVVID
�1:11 L11'VEL
1.
ALL DIMENSIONS AT EXTERIOR WALLS TO FACE OF
DOOR ID
11.' 111.
ELEVATION DATUM
FRAMING FACE OF WALL AND TO
FACE OF ARTNISH'(,W GWB ASSUMED) AT INT. FACE
OF WALL, U.N '0.
F -1 O-OA-
FINISH ID
—
GRIDLINE
2.
EXTERIOR FACE OF FRAMING ASSUMED TO ALIGN W/
FACE OF FOUNDATION WALL,
SMOKE DETECTOR-BATIERY
OPERATED
3
NEW WALL
3,
ALL DIMENSIONS AT INTERIOR WALLS TO FACE OF
SMOKKARBON MONOXIDE DETECTOR-
WALL TO REMAIN
FINISH (W GAS ASSUMED AT EA. SIDE OF WALL).
BATTERY OPERATED
U.N.O.
Q)
FAN - 100 OFM U.N.O.
TO BE REMOVED
I -HOUR RATED ASSEMBLY
4.
ALL DIMENSIONS AT KITCHEN TO EDGE OF
OOUNTERTOPS, U.N.O.
12' - ff (E)
6' - 6 IIT (E)
e
In
7
IOVE
FIXTURES
...................
BEDROOM
L
4EQ
BATH
REMOVE (E)
FIXTURES 9
EQ
UPPER LEVEL DEMO PLAN
1/4'= V-D"
PROJECT
NORTH
(I
TB r a n d t
Design Group
6613ell Street
Unit 1
Seattle, WA
98121
2 0 6. 2 3 9. 0 8 5 0
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PERMIT SET
DATE: 06)2719
SHEET SIZE: D (24X36)
REVISIONS
NO: DATE:
DRAWN BY. NLD
CHECKED BY: U.
SCALE: ifidlooled
D202
.- 1. 1-
BUILDING
18'-6'(E)
— - — - — - — - — - — -- — - — - — -
--- — - — - — - — - — --
L ---
n4- - - - - - - - - - - --
LEGEND
NOTES
WINDOW 11)
6
1 ALLDMENSI SAT EXTERIORWALLSTO FACE OF
MEXT.
DOOR ID
ELEVATION DATUM
FRAM:NGAT FACE OF WALL AND TO
FACE OF FINISH (W GWB ASSUMED) AT INT. FACE
OF WALL U N.O.
F-10-0A FINISH ID
GRIDLINE
2. EXTERIOR FACE OF FRAMING ASSUMED TO ALIGN W/
FACE OF FOUNDATION WALL.
SMOKE DETECTOR -BATTERY
I
NEW WALL
OPERATED
SMORE/CARBON MONOXIDE DETECTOR-
WALL TO REMAIN
3. ALL DIMENSIONS AT INTERIOR WALLS TO FACE OF
FINISH (W GW8 ASSUMED AT EA. SIDE OF WALL),
BATTERY OPERATED
U N.O.
0 FAN - 100 CFM U.N.O.
TO BE REMOVED
]-HOUR RATED ASSEMBLY
4. ALL DIMENSIONS AT 13TCHEN TO EDGE OF
COUMTERTOPS, U.N.O.
1� �' 1� T
12' - 6" (E) 6' - 6 1/2' (E) 11 3 1/4' (E)
I I
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
E3 12 13
REMOVE DOOR
AND INFILL WALL IMECH
FURROUT L V-31M 3' -!r If 1 005
WALL BATH FE!
1 007 50 CHIA
N ELECTRICAL
EW 7
PANEL LOCATION
REMOVE (E) ELECTRICAL PANEI (E) SOFFIT TO REMAIN
URINAL
— — — — — — — — — — I — — — — — — — — — — — — — —
PROJECT
BASEMENT LEVEL FLOOR PLAN NORTH
JB ran dt
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Unit 1
Seattle, WA
98121
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DATE: 06)27/19
SHEET SIZE: D (24X36)
PLAN
SCALE: As indided
A200
R, E C Ll I
JUN 2 7 2',!
BUILDING
UPPER MASTER LEVE
137' . 5 718�
UPP R_
135, 18�
ANDRAIL ABLE
3 SUSTAIN 200 LB
)AD
6'HIGH RAILING- INTERMEDIATE
�ILS AND TREADS SPACED SO THAT A
SPHERE SHALL NOT PASS THROUGH
TRINGER PER STRUCTURAL
_LIVINK ROOAkUEVEL
129' - 0 3/8'
EW OPEN RISER STAIR
IAIR BEYOND
MAIN LEVEL
126' - 6'_�-F
SECTION @ STAIR
6'HIGH RAILING - INTERMEDIATE
�ILS AND TREAD SPACED SO THAT A
SPHERE SHALL NOT PASS THROUGH
1001) WRAPPED TREADS
ONNECTIONS PER STRUCTURAL
TRINGER PER STRUCTURAL
DTL.FLOATING STAIR TREAD
LEGEND
NOTES
WINDOW ID
I ALL DIMENSIONS AT EXTERIOR WALLS TO FACE OF
MAINILIEL( FRL IFUHL
ELEVATION DATUM
FRAMING AT EXT. FACE OF WALL AND TO
CM DOOR ID
FACEOF FINISH (518"GWB ASSUMED) AT INT. FACE
OF WALL, U.N.O.
F -10-0-A-1 FINISH ID
GRIDUNE
2. EXTERIOR FACE OF FRAMING ASSUMED TO ALIGN V11
FACE OF FOUNDATION WALL.
smoxE DETEcToR-BATTERY I
NEW WALL
OPERATED
SMOKE/CARBON MONOXIDE DETECTOR-
WALL TO REMAIN
3. ALL DIMENSIONS AT INTERIOR WALLS TO FACE OF
FINISH (5/8' GWB ASSUMED AT EA. SIDE OF WALL),
BATTERY OPERATED
U N.D.
FAN - 100 CFM U.N.O. 77
TO BE REMOVED
—
I -HOUR RATED ASSEMBLY
4. ALL DIMENSIONS AT KITCHEN TO EDGE OF
COUNTERTOPS, U.N.O.
T T � T T
3/4" (E)
18' - 6" (E) 12' - 6' (E) 6' - 6 1/2" (E) 11'- 3 114" (E)
Z(E) DECK
NO CHANG�7 2'- 6 3/4" 1
- - - - - - - - - -
EDGE OF SOFFIT
ABOVE
2'- 9 1/2,11 EQ EQ
NEW CABLE RAILING -/1
NEW DIRECT VENT
MANUFACTURED (E) COLUMN _A=
—GASFIREPLACE- __Ljv__jNGVoDj__ - —_ -
r 1-0-2-1 r2
CD
INSTALL R-21 INSULATION @ NEW
2 X 6 WALLS AND EXPOSED WALL
CAVITIES
. 2'.8-
(E)
NEW BEAM ABOVE -
DINING ROOM I
FI-03-1 SEESTRUCTURAL
F- 600 CFM
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F104
STAIR DI SI N :(I
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AND (9) TR S FLAT FRAME
(E) STAIR TO ��l All
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SEE STRUCT.
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SHEET SIZE: D (24X36)
REVISIONS
NO: DATE:
DRAWN BY: NU)
CHECKED BY: LL
MAIN FLOOR PLAN
SCALE: As indicoted
PROJECT
NORTH
MAIN LEVEL FLOOR PLAN
1/c = V-9,
A201
F. r7 I,— r [IF- n i
JUN 2 7 200
BUILDWIG
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48' - 9 3/4" (E) L
L 18' - 6' (E) 12' - 6" (E) 6' - 6 1/2" (E) 11 3 114" (E)
-- — — — — — — — — —
-----------------
/(E) FLAT ROOF NEW 36" AFF
CABLE RAILING
"Low/
- — — — — — — — ——
I
WALL BELOW TIP
— — — — — — — — — — — -- t -- — — — — — — — —
LEGEND
NOTES
1411"+'-")
I. ALL DIMENSIONS AT EXTERIORWALLS TO FACE OF
DOOR ID
I$ iEl�
i — LE__
AIN "I FI. R.H.
ELEVATION DATUM
FRAMINGAT EXT. FACE OF WALLAND TO
FACE OF FINI I (1.'GWS ASSUMED) AT INT. FACE
OF WALL, U.NS).
r 1-0-0-A FINISH ID
RIDLL-E
2. EXTERIOR FACE OF FRAMNG ASSUMED TOAUGN W/
FACE OF FOUNDATION WALL.
SMOKE DETECTOR -BATTERY
OPERATED
I
NEW WALL
SMOKErARBON MONOXIDE DETECTOR-
/I
WALL TO REMAIN
3. ALL DIMENSIONS AT INTERIOR WALLS TO FACE OF
BATTERY OPERATED
FINISH (5/&'GWB ASSUMED AT EA. SIDE OF WALL),
U.N.O.
0 FAN - 100 CFM U.N.O.
E—
TO BE REMOVED
14MR RATED ASSEMBLY
4. ALL DIMENSIONS AT KITCHEN TO EDGE OF
00UNTERTOPS, U.N.O.
OEL) CRE)
E CRD
MASTER CI) 50 CHM REPLACE (E)
BEDROOM
TUB WITH NEW
1 201 M. BATH(::�[ TUB
M.CLOS
0 F20-3
1 202
2 b
CL
2C
NEW FLOATING STAIR I (E� STAIR NEW PLUMBING
E FIXTURESANDSLAB
(4 21. R & (3) "I"T Qff) IN MASTER BATH
DN
BEDROO M
—OPEN TO — F 204
BELOW — FILL IN FLOOR@ LAUNDRY c?
CHUTE AND INSTALL ADJ. b
(4) 7 1/2' R & (3) 11 'T SHELVES
E) STAIR
I F 2-0-0 Ou
NEW PLUMBING
CID FIXTURES AND
BATH FINISHES
F-20-5-1 X1
I
xx
BEDROOM 01 b
1 206 OPEN TO
-BELOW-
5
(_(E)
NEW 38'AFF CABLE RAILING
ABLE TO SUSTAIN 200 LB LOAD TYP.
(E) SLOPED SKYLIGHT
INTERMEDIATE RAILS SPACED SO THAT A
ABOVE
,T'SPHERE SHALL NOT PASS THROUGH TYP.
PROJECT
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UPPER LEVEL FLOOR PLAN
unit I
Seattle, WA
98121
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REVISIONS
NO: DATE:
DRAWN BY. NU)
CHECKED BY: LL
UPPER FLOOR PLAN
SCALE: As Indimfed
A202
RECEIVED
JUN 2 7 2019
BUILDING
18'- 6" (E) 12- - 6" (E) 6- - 6 1/2" (E) 11 3 1IN' (E)
Z(E)ROOF
Z(E) ROOF�--- Z (E) ROOF -
NO CIINGE7 NO CHANO �7
D I N
NO CHANGI�7
(E) ROOF
OVERHANG
TYP
t — — — — — — — — — —
OVERHANG
— — — — — — — — — — — — — ---
/
Z (E)CARPORT
NO CHAINIGEZ
1 1 0, -A. i, f
LEGEND
NOTES
WINDOW ID
I . ALL DIM ENSIONS AT EXTERIOR WALLS TO FACE OF
AIN L FIN. FL
ELEVATION DATUM
FRAMING AT EXT. FACE OF WALL AND TO
FACE OF FINISH (W GWB ASSUMED) AT INT. FACE
DOOR ID
OF WALL, U.N.O.
[--I-0-0—A] FINISH ID
GRIDUNE
2. EXTERIOR FACE OF FRAMING ASSUMED TO AUGN W/
FACE OF FOUNDATION WALL.
SMOKE DETECTOR-BATFERY
OPERATED
I
NEWWALL
SMOKWARBON MONOXIDE DETECTOR-
Z z
WALL TO REMAIN
3. ALL DIMENSIONS AT INTERIOR WALLS TO FACE OF
FINISH (50 GWB ASSUMED AT EA. SIDE OF WALL),
ATrERY OPERATED
U.N.O.
FAN - 100 CFM U.N.O.
TO BE REMOVED
I -HOUR RATED ASSEMBLY
4. ALL DIM ENSIONS AT IOTCHEN TO EDGE OF
I
COUNTERTOPS, U.N.O.
(E)SLOPED
SKYLIGHT
I
J
%
(E) HOUSE
%
FOOTPRINT TYP
w,
j-
�7,
PROJECT
NORTH
SITE PLAN (1)
B r a n d t
-AENNEEEEENN-I,i
Design Group
66Bell Street
Unit 1
Seattle, WA
98121
2 0 6. 2 3 9. 0 8 5 0
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ARCHITECT
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DATE: 007119
REVISIONS
NO: DATE:
DRAWN BY: NLD
CHECKED BY: U.
ROOF PLAN
SCALE: As indiouted
jUN 2 7 201.9
BUILDING
WINDOW SCHEDULE
UNITARIA
PLAN ID TYPE WIDTH (ft) I HEIGHT (ft) I HEAD HT (SO UVALUE I UA I NOTES
002A
CASEMENT
3'- 4"
3'- 8'
6'- Ir
12SF
0.3
4 SF
4
002B
CASEMENT
3'- 4'
31- 8"
6'-4-
12SF
0.3
4SF
4
003A
FIXED
51-10,
3'- 8"
6'4�
21 SF
0.3
6 SF
4
003B
CASEMENT
2'- 4'
3'- 8'
6'- 4'
9 SF
0.3
3 SF
IA
100A
RME-D-
--(r
T-6-
11.1.
23SF
0.3
7 SF
2
102A
FIXEDWAWNING
3'- 4'
51- Iul
7' 6"
19SF
0.3
6SF
102B
FIXEDWIAWNING
3'- 4'
51-10,
1. 1�
19SF
0.3
6 SF
4
102C
FIXED
1'- 4"
2'-6-
11'- 0'
8SF
0.3
3 SF
102D
FIXED
7'- 1 G"
2'- 6"
11 U,
20SF
0.3
6 SF
102F
FIXED
1'- 4"
2'- 6"
11 0'
8 SF
0.3
3 SF
4
102G
HIM
XED WIAWNING
3'- 4"
5'- 1U'
7-6"
19SF
0.3
6 SF
4
102H
FIXED
7'- 10"
51 - 10"
7'-e
46SF
0.3
14 SF
4
100
FIXEDW/AWNING
3' - 4"
51 - 101
7'-6"
19SF
0.3
6 SF
4
102J
FIXED
3'-4"
2' � 6'
III -a,
8 SF
0.3
3 SF
4
102K
FIXED
7'- 10'
2'- e
0
20 SF
0.3
6 SF
4
102L
FIXED
3'-4"
2'-6'
III -a,
8 SF
0.3
3 SF
4
102M
FIXED
31 � 411
2'-6-
1
8 SF
0.3
3 SF
102N
FIXED
3'�- 4"
2'-6"
111-011
8 SF
0.3
3 SF
1020
FIXED
1'. 4"
2'- 6"
111-01
8 SF
0.3
3 SF
104A
FIXED
-6-
7: - e
10 SF
0.3
3 SF
104B
SUDER
51 _('
3:
7 -6'
19 SF
0
6 SF
104C
SLIDER
3' -10"
3'- 10'
7'-ff
12 SF
013
3 SF
104D
FIXED
6'-0'
3'-9-
7' - e
23 SF
03
GENERAL NOTES
ALL DIMENSIONS SHOWN ARE FINISHED DIMENSIONS, R.O. PER CONTRACTOR.
CONTRACTOR TO VERIFY ALL SIZES AND DIMENSIONS IN FIELD WITH OWNER BEFORE ORDERING.
ALL NEW WINDOWS TO BE NFRC CERTIFIED.
REFER TO PLANS AND TAGS FOR LOCATION AND SWINGS.
ALL ELEVATIONS ARE FROM THE EXTERIOR.
ALL NEW VERTICAL FENESTRATION U-VALUE TO MEET ENERGY COMPLIANCE GUIDELINES
PER IBC 8310.2 ALL EGRESS OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SF, NET CLEAR HEIGHT OPENING SHALL NOT
BE LESS THAN 24" AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20".
THE WINDOW SILL SHALL HAVE HEIGHT OF NOT MORE THAN 4N'ABOVE THE FLOOR
PROVIDE WINDOW FALL PROTECTION PER IRC R312 FOR ANY WINDOW WITH SILL HEIGHT LESS THAN 24"
SPECIFIC NOTES
1. EGRESS -
2. TEMPERED GLASS/SAFETY GLAZING
3. FROSTED/OPAQUE GLASS
4. REPLACE WINDOW IN EXISTING OPENING
WINDOW TYPES
1/4" = 1'-0'
. _�' I
ELEVATION _tr� 0,11 N
FIXED FIXED WITH CASEMENT SLIDER SINGLE
AWNING HUNG
�DOOR SCHEDULE
PLAN ID I TYPE I WIDTH (ft.) I HEIGHT (ft.) I AREA (st.) I U VALUE I UA I NOTES
CO2A
SLIDING
8'- 0'
6-81
53 SF
1,2
007A
SWING
T-6"
& - V'
17SF
007B
POCKET
2'-6-
6'-8"
17 SF
8
1 COA
PIVOT
4'- ff
f-ff-
3_4 _SF
- 0.2
7 SF
1,2,6
101B
DOUBLE SLIDING
51 - 0'
6'- 8'
33SF
105A
POCKET
2' - &'
6'- W
IBSF
8
M2A
POCKET
_F&
6'-ff
20 SF
8
203A
SWING
2'- ff
6`8"
17 SF
GENERAL NOTES
ALL NEW DOORS TO BE NFRC CERTIFIED
ALL NEW VERTICAL FENESTRATION UVALUE TO MEET ENERGY COMPLIANCE GUIDELINES
ALL DOORS TO BE SOLID -CORE WOOD VENEER FLAT PANELS LINO
ALL DOORS UNDERCUT TO 1/2" MIN. ABOVE FINISHED FLOOR TO ENSURE AIRFLOW PER
M403.4.5.1
SPECIFIC NOTES
I . EXTERIOR
2. TEMPERED GLASS/SAFETY GLAZING
3. 20-MINUTE RATED W/SELF-CLOSURE PER IRC R302.5.1
4. OVERHEAD DOOR
5. ENTRY DOOR
6. FRAMELESS GLASS DOOR W/ FRAMELIESS GLASS SURROUND
7. FROSTEDIOPAQUE GLASS
8. POCKET DOOR
DOOR TYPES
1/4" = V-D"
PLAN
ELEVATION L
SWING POCKET SLIDING DOUBLE PIVOT
SLIDING
B r a n d t
Design Group
66BeII Street
Unit I
Seattle, WA
98121
2 0 6. 2 3 9. 0 8 5 0
brancitclesigninc.com
88
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PERMIT SET
DATE: 06127A 9
SHEET SIZE: D (2036)
REVISIONS
NO: DATE:
DRAWN BY: NLD
WINDOW / DOOR
SCHEDULES
SCALE: 114, = 1,13.
REC ENVEK
JUN 2 7 2019
BUILDING
General Structural Notes
THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS
CRITERIA
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY 24. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE 35. MANUFACTURED LUMBER, PSL, LVL, AND LSL SHOWN ON PLAN ARE BASED PRODUCTS 42. WOOD FASTENERS
DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH DRAWINGS SHALL BE INSTALLED USING 'SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN ACCORDANCE WITH ICC-ES
REQUIREMENTS UA-F-T-CR DV TWr CTupcnm STRONG TIE COMPANY INSTALL IN STRICT REPORT ESR-11387. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING
EDITION).
CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK
ACCORDANCE WITH ICC-ES REPORT NO. I ESR-2508. MIT . NIMUM BASE MATERIAL
SPECIFICATIONS:
REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED.
TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE
PSL (2.OE) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI
2. DESIGN LOADING CRITERIA:
40 PSF
NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY
LVL (2.OE) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI
SIZE LENGTH DIAMETER
FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . .
25 PSF
GEOTECHNICAL
ANCHOR OR EMBEDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE
LSL (1.55E) Fb = 2325 PSI, E = 1550 KSI, Fv = 310 PSI
6d 2- 0. 113"
ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . .
1.5 x AREA SERVED
IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE,
8d 2-1/2' 0. 131"
DECKS . . . . . . . . . . . . . . . . . . . . . . . .
Ce=1.0, is=1.0, Ct=:1.1, Pg=25 PSF, Pf=20
13. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE
ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS.
ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW
10d 3' 0. 148"
SNOW . . . . . . . . . . . ff
EXPOSURE -B
ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR
CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD
AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE
12d 3-1/4" 0. 148"
WIND . . . . . . . GCpI=O-18, 110 MPH, RISK CATEGORY 11,
EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN
INSTALLATIONS.
MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND
16d BOX 3-1/2" 0. 135"
.
LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS,
ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL
SITE CLASS=D, Ss=130, Sds=87, S1=51, SD1=51, Cs=0.133
25. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE
SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT
SDC D, le=1.0, R=6.5
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT
'TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON
REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.
NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)
FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW
STRONG -TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO.
FOR REVIEW AND APPROVAL.
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
COLUMNS OR WALLS ABOVE.
ESR-2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT
MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF
DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE
REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO
12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO
NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE
PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE
BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND
FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED.
PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%.
DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED.
SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE
PROVIDE FOR SUBSURFACE DRAINAGE.
EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE.
TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND
REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.
1500 PSF
STEEL
STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END.
ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH
ALLOWABLE SOIL PRESSURE . . . . . . . . . . . . . . . . . . . . . .
36. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL 11,
DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK.
26. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON:
EXTERIOR GLUE IN CONFORMANCE WITH DOC PS I OR PS 2. ORIENTED STRAND BOARD
B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS
RENOVATION
OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN
UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD.
4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND
A. AISC 360 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE.
LIEU OF PLYWOOD.
INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN
DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL
VERIFY ALL EXISTING CONDITIONS BEFORE
B. APRIL 14, 2010 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70
DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING
14. DEMOLITION: CONTRACTOR SHALL
SUPPORT EXISTING
BRIDGES AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE
"STRUCTURAL
ROOF SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 32/16.
PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8.
SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL
COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO
DELETION OF PARAGRAPH 4.4.1, AND REVISE REFERENCE FROM
AND SMALLER LAG SCREWS.
ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH
CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES.
DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3.1.
FLOOR SHEATHING SHALL BE 3/4' (NOMINAL) WITH SPAN RATING 48/24.
ARCHITECTURAL AND STRUCTURAL DRAWINGS.
DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING
C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.
43. NOTCHES AND HOLES IN WOOD FRAMING:
STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON
WALL SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 24/0.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE
EXISTING FLOOR SYSTEMS TO 40 PSF.
27. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY = 50 KSI. OTHER ROLLED
A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED
METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE
SHAPES INCLUDING PLATES, SHALL CONFORM TO ASIA A36, FY = 36 KSI. STEEL
PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT
ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN
CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY
15. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND
PIPE SHALL CONFORM TO ASIM A-53, TYPE E OR S, GRADE B, Fy = 35 KSI.
UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE
JOISTS SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN
AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING
CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING
STRUCTURAL TUBING SHALL CONFORM TO ASIA A500, GRADE B, FY = 42 KSI
APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8"
THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND
CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS
CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND
(ROUND), FY = 46 KSI (SQUARE AND RECTANGULAR). CONNECTION BOLTS SHALL
SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING.
RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST,
OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT,
MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL
ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE
CONFORM TO ASTM A307.
AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH
SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO
EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS.
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
OF THE JOIST.
THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
28. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF
WHERE AND AS NOTED ON THE PLANS. SAW
THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.
37. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE
B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO
6.
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND
16. EXISTING REINFORCING SHALL BE SAVED
EXISTING REINFORCING THAT IS TO
PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT
BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A
STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
CUTTING, IF AND WHERE USED, SHALL NOT CUT
29. ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND SHALL BE
IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND
HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS
ACCORDANCE WITH THE PLANS. CONFORM TO ASIDE 37-14 "DESIGN LOADS ON
BE SAVED.
CORROSION PROTECTED BY GALVANIZATION OR PROVIDED WITH EXTERIOR PAINT
CONCRETE OR MASONRY.
PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF
STRUCTURES DURING CONSTRUCTION".
A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE
SYSTEM, UNLESS OTHERWISE NOTED.
THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED
ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. CORNERS SHALL NOT BE
38. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD Ul TO THE USE
HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR
7.
CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE
OVERCUT.
30. SHOP PRIME ALL STEEL EXCEPT:
CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD
NOTCH.
ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR
B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS
FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC313. WOOD IN CONTINUOUS
CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS
PRIOR TO CUTTING ANY OPENINGS.
A. STEEL ENCASED IN CONCRETE.
CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4AL WOOD FOR
C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB
REQUIREMENT.
C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING.
B. SURFACES TO BE WELDED.
USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B.
JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE
D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DRILL AND EPDXY
C. CONTACT SURFACES AT HIGH -STRENGTH BOLTS.
NOTED.
8.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
DOWELS MATCHING THE NEW REINFORCING INTO THE EXISTING CONCRETE WITH 6"
D. MEMBERS TO BE GALVANIZED.
39. WOOD TREATED FOR FIRE RESISTANCE SHALL MEET THE REQUIREMENTS OF ASTM E 84
CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO
E. MEMBERS WHICH WILL BE CONCEALED BY INTERIOR FINISHES.
OR UL 723 AND HAVE A LISTED FLAME SPREAD INDEX OF 25 OR LESS. FIRE
44. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE
DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO
EMBED, UNLESS OTHERWISE NOTED ON PLANS.
F. SURFACES TO RECEIVE SPRAYED FIREPROOFING.
RETARDANT TREATED LUMBER AND WOOD STRUCTURAL PANELS SHALL BE LABELED IN
PLANS:
REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL
FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT
G. SURFACES TO RECEIVE OTHER SPECIAL SHOP PRIMERS.
ACCORDANCE WITH IBC 2303.2.4. WOOD TREATED FOR FIRE PROTECTION FOR USE IN
TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED
17. CONTRACTOR SHALL CHECK
MEMBERS SHALL BE REPLACED OR REPAIRED AS
INTERIOR ABOVE GROUND CONSTRUCTION AND CONTINUOUSLY PROTECTED FROM WEATHER
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO
OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS
SHALL BE REMOVED AND DAMAGED
31. ALL A-325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT
AND OTHER SOURCES OF MOISTURE SHALL BE TREATED TO AWPA UCFA. WOOD TREATED
THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC
BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL
DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT.
CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT
FOR FIRE PROTECTION FOR USE IN EXTERIOR ABOVE GROUND CONSTRUCTION AND
"TIMBER CONSTRUCTION MANUAL" AND THE AF&PA "NATIONAL DESIGN
DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE
ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT
SUBJECT TO WETTING OR OTHER SOURCES OF MOISTURE SHALL BE TREATED TO AWPA
SPECIFICATION FOR WOOD CONSTRUCTION'. MINIMUM NAILING, UNLESS
USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S
CONCRETE
WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH.
UCFB.
OTHERWISE NOTED� SHALL CONFORM TO IBC TABLE 2304. 10. 1. COORDINATE THE
RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE
32. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL
SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL
PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT
18. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE
BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY
40. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE
DRAWINGS.
ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED
WITH ACT 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY
CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE
CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION
STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2
PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT
NOTED.
B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS,
AND FIELD USE.
CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A
PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A
ALL STUDS SHALL BE SPACED AT 16" D.C. UNO. TWO STUDS MINIMUM SHALL BE
SACKS OF CEMENT PER
INIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT - LBS AT 70
MDEGREES
WOOD TREATMENT CONDITION PROTECTION
PROVIDED AT THE END OF ALL WALLS AND
SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY
F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER
HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED
AT EACH SIDE OF ALL OPENINGS, AND
9.
ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD
REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f'c = 2,500
CERTIFICATION.
CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR A185 HOT DIPPED OR
AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED
ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING,
OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS
DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS
PSI.
WOOD
CONTINUOUS HOT -GALVANIZED
SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS
PREPARED BY THE SUPPLIER.
19. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE
PER ASTM A653
CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS
SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT.
ITEMS SHALL BE SUBMITTED TO THE ARCHITECT
AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494,
33. FRAMING LUMBER SHALL BE S-DRY, KO, OR MC-19, AND GRADED AND MARKED IN
CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS
WALLS SHALL
10.
SHOP DRAWINGS FOR THE FOLLOWING
FABRICATION OF THESE ITEMS.
AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN
CONFORMANCE WITH WCLIB STANDARD "GRADING RULES FOR WEST COAST LUMBER NO.
AZCA ANY TYPE 304 OR 316 STAINLESS
ALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END
AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO
ACCORDANCE WITH ACT 318-14, TABLE 19.3.2.1 MODERATE EXPOSURE, Fl.
17", OR WWPA STANDARD, "WESTERN LUMBER GRADING RULES 2011". FURNISH TO
NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL
STRUCTURAL STEEL
THE FOLLOWING MINIMUM STANDARDS:
INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%.
EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP
PLATE WITH 16d @ 12' D.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE
20. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Sl),
WOOD MOISTURE CONTENT IN OTHER CONDITIONS (INTERIOR WET, EXTERIOR WET, AND
- - G CVPCDTTAMC Akly DADc cDFCIFICALLY SO NOTED ON
EIGHT 16d NAILS @ 4" D.C. EACH SIDE JOINT.
11. SHOP DRAWING REVIEW. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE
V, " � I
BE GRADE 40, FY = 40,000 PSI. WELDED WIRE FABRIC SHALL
JOISTS (2X & 3X MEMBERS)
HEM -FIR NO. 2
EXTERIOR DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS
ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR.
THE DRAWINGS SHALL
AND BEAMS
MINIMUM BASE VALUE, Fb 850 PSI
SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS
ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD
CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF
CONFORM TO ASIM A-185. SPIRAL REINFORCEMENT SHALL BE DEFORMED WIRE
RECOMMENDATIONS FOR PROTECTION OF METAL.
TWO ROWS OF 16d NAILS @ 12" ON OR ATTACHED
RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS,
CONFORMING TO ASTM A615, GRADE 60, FY = 60,000 PSI.
(4X MEMBERS)
DOUGLAS FIR -LARCH NO. 1
FRAMING BELOW WITH -CENTER,
METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL
MINIMUM BASE VALUE, Fb 1000 PSI
41. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE"
TO CONCRETE BELOW WITH 5/8' DIAMETER ANCHOR BOLTS @ 4! -0* ON -CENTER
SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL
21. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN
BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019.
EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF
INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND
ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT
BEAMS (INCL. 6X AND LARGER)
DOUGLAS FIR -LARCH NO. 1
EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED
BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12"
RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE
#5 AND SMALLER 40 BAR DIAMETERS OR 2'-0' MINIMUM. PROVIDE CORNER BARS AT
MINIMUM BASE VALUE, Fb = 1350 PSI
THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE
ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED
SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF
ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR
NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD
TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4"
THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE
DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN
POSTS (4X MEMBERS)
DOUGLAS FIR -LARCH NO. 2
CARRYING CAPACITY, CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2"
BEEN APPROVED BY THE BUILDING OFFICIAL.
ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE
MINIMUM BASE VALUE, Fc = 1350 PSI
MANUFACTURER'S RECOMMENDATIONS.
(NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL
FABRIC A MINIMUM OF 8" AT SIDES AND ENDS.
EXTERIOR SURFACES WITH 8d NAILS @ 6' ON -CENTER AT PANEL EDGES AND TOP
SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS.
(6X AND LARGER)
DOUGLAS FIR -LARCH NO. 1
ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS' SERIES JOIST
AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE
THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS
MINIMUM BASE VALUE, Fe = 1000 PSI
HANGERS. ALL TJ1 JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH *ITS"
STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/0' SPACING AT
TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY
SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH
ALL PANEL EDGES AND PANEL ENDS.
INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY
STUDS, PLATES & MISC. FRAMING:
DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2
BEAMS WITH 'MIT" SERIES JOIST HANGERS.
DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF
22. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL
DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS
.
34. GLUED LAMINATED MEMBERS SHALL BE
FABRICATED IN CONFORMANCE WITH ASTM AND
WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS
PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND
AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP
FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED
ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS
OR BOLTS IN EACH MEMBER.
ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID
DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND
TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-
IDENTIFICATION MARK AND SHALL
BE ACCOMPANIED BY AN AITC OR APA-EWS
BLOCKING AT ALL BEARING POINTS. TOE -MAIL JOISTS TO SUPPORTS WITH TWO
SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . . 2'
CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR
ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS
16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON
QUALITY ASSURANCE
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). . 1-1/2'
COMBINATION 24F-V4, Fb = 2, 400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS
MEMBERS CONNECTED.
METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . . . . . . . . 1-1/2'
SHALL BE DOUGLAS FIR COMBINATION
24F-V8, Fb 2400 PSI, Fv 265 PSI.
JOIST BEAMS TOGETHER WITH TWO ROWS l6d @ 12" ON -CENTER.
12. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT
SLABS AND WALLS (INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/8' OR 3/4'
SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING
UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING
CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND
ANCHORAGE
SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6"
RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND
ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD
BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND
23. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2" WEDGE ANCHORS AS
WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS.
TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION
MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT
PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT
IS REQUIRED UNLESS NOTED OTHERWISE.
CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT
UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE
REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE
APPROVED TO JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW
STRUCTURAL STEEL FABRICATION AND ERECTION PER AISC 360
INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO
I/r SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING.
EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER
VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE,
TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER UNLESS OTHERWISE
EPDXY GROUTED INSTALLATIONS PER MANUFACTURER
HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION
NOTED.
INSTRUCTIONS.
STRUCTURAL
ENGINEERING
2124 Third Avenue - Suite - Seattle, WA 98-
P; 2.6.443.6- �fengineemwrn
934 B-dway - T-ma, WA 98402
W. 253.284-9470 ssfengineen-m
Copyright 2019 Smrson Say Fagdt - All Nghb Reerved
300
DESIGN:
BDM
DRAWN:
NHD
CHECKED:
BDIVI
APPROVED:
DJS
REVISIONS:
DPD:
PROJECTTITLE:
Janacek Residence
8125 Frederick PI
Edmonds, WA 98026
Mill
ARCHMIM
Brandt Design Group
66 Bell Street, Unit I
Seattle, WA 98121
PH 206.239.0850
ISSUE:
Permit
SHEET TITLE:
General
Structural Notes
SCALE:
DATE:
June 13, 2019
moi-Ecr NO:
SHEET NO: 015 449ME
JUN 2 7 2019
S1 .111 ILDING
r— — — — — — — — — — — — — — — — —
- - - - - - - - - - - - - - - �!— —(N) FIG. 3'-3"sqxl4"dp
-L--! - — - — -- — - — - - — - ---------- T —'� - — - — - — - ---------------
------ ---------- --"4-0 9"0-CTOP BOT— T-
........... -:3
L J L
+ -6" OWELS
-- --__7 1 (4)#4x2�
--------- - - ---------------- -- : - -
---------------------- EPDXY EMB 3"
j
r 7 INTO (E) FIG.
— — — — — — — — — — — — — — -
1 1 r, : :::: -, - r ------------- --------------------
--------------------
- — - — - — - — - — -
L- - - - - - - - - - - - - - - - - - - - -
"T
— — — — — — — — — — - — — — — — — — — — —
Z — — — — 7
- - - - - - - - - - - - - - - - - - - - - - -
IL
L—
-- — — — — — — — — — — — — — —
— — — — — — — — — ---
— — — — — — — — — — —
— —
I I I I I
---------------------
---4
Legend
---------- --- (E) STRUCTURAL WALL OR POST ABOVE
EXISTING STEM WALL &FOOTING
E:::--::::] NEW STEM WALL & FOOTING
Plan Notes
1. Do NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL
DIMENSIO S.
2. REFER TON6ENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
3. EXISTING FOUNDATION ON PLANS IS ASSUMED. NOTIFY ARCHITECT AND
ENGINEER IF DIFFERENI
4. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL
HAVE FULL CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION.
Foundation Plan
ScalF. 1/4" - l'-O* (K
STRUCTURAL
ENGINEERING
2124 Third AvenUe - Suite loo - Seattle, WA q8t2i
p: 2o6.443.6212 ssfengineers.-
934 3—d—y - T--, WA 984..
P: a53.284-9470 ssfangir,aers—m
Copyright 2019 Swerwn Say Fagdt - All Right Reserved
DRAWN:
NHD
CHECKED.
BDM
APPROVED:
DJS
REVISIONS:
I
DPD:
PROJECTTITLE:
Janacek Residence
8125 Frederick P1
Edmonds, VIA 98026
ARCHrrIsCr-.
Brandt Design Group
66 Bell Street, Unit I
Seattle, WA 98121
PH 206.239.0850
ISSUE:
Permit
SHEETTITLE:
Foundation Plan
SCALE:
1/4 1'-o " U. N.O.
DATE:
June 13, 2019
PROIECT NO:
SHM7 NO:
jij�j 2 7 2019
SBUI.DING
26
12/'
;3.2
S TR
FPER'SZ3
I NGER
BEAM VEK0
HOU2
Legend
HDU2AQ ---------
---------
(E) STRUCTURAL WALL OR POST ABOVE
i"—(2)2xlO MIN.
EXISTING STRUCTURAL WALL BELOW
S R
UNDER WALL
AB VE
0
NEW STRUCTURAL WALL BELOW
NON-STRUCTURAL WALL BELOW
V
SPAN DIRECTION
EXTENT OF JOISTS
EXISTING HEADER/BEAM
NEW HEADER/BEAM PER PLAN
4CI
2/S3.2
HANGER
Plan Notes
I . Do NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL
DIMENSIO S.
2. REFER TON6ENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
3. EXISTING FRAMING ON PLANS IS ASSUMED. CONTRACTOR TO VERIFY DIRECTIONS
AND EXTENTS. NOTIFY ARCHITECT AND ENGINEER IF DIFFERENT.
4. TYPICAL NEW FLOOR FRAMING CONSISTS OF FLOORING PER ARCHITECT OVER
3/4' T&G APA RATED PLYWOOD FACE GRAIN PERPENDICULAR TO FRAMING PER
PLAN, U.O.N.
5. NAIL NEW FLOOR SHEATHING W/ 8D AT 6' OC AT FRAMED PANEL EDGES AND
OVER SHEARWALLS, AND AT 12" OC IN FIELD.
6. PROVIDE (2) BEARING STUDS AT EACH END OF ALL NEW HEADERS AND BEAMS
OVER 3'-0" IN LENGTH, U.O.N.
7. PROVIDE LICE COLUMN CAP AND BASE AT ALL NEW BEAM TO COLUMN
CONNECTIONS U.O.N.
8. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL
HAVE FULL CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION.
Main Floor Framing Plan
Scale: 1/4" = V—O'
STRUCTURAL
ENGINEERING
2124 Third Avenue - Suite— - seatle, wA 98111
P: 2o6.443.6212 %fengineer—nn
934 Broadvv,ay - T—ma, VVA 984o2
P; 253.�84-9470 ssfengineers—ra
Copyright 2019 Smnmn Say Fagdt - All Right Remred
DESIGN:
BDM
DRAWN:
NHD
CHECKED.
BDM
APPROVED:
DJS
REVISIONS:
DPI)
PROIECT TITLE
Janacek Residence
8125 Frederick Pi
Edmonds, WA 98026
ARCHITECT:
Brandt Design Group
66 Bell Street, Unit 1
Seattle, WA 98121
PH 206.239.0850
ISSUE:
Permit
77
SHEETTITLE:
Main Floor
Framing Plan
SCALE:
1/4" = 1'-o" U.N.O.
DATE:
June 13, 2019
PROJECT NO:
01519-2019-03
SHEET NO: L-1 U L il ly
UJ7 ; 2019
'.1
B-1 Uj& I N G
S2'
WS - ALL (N) EXTERIOR
WALLS. TYP. U.N.O.
(2)2x6 HEADER, TYP. 11,1
UAOAO
N
-:I
Legend
; __ __ 'I " -, (E) STRUCTURAL WALL OR POST ABOVE
EXISTING STRUCTURAL WALL BELOW
NEW SlRUC11JRAL WALL BELOW
NON-STRUCTURAL WALL BELOW
SPAN DIRECTION
E) EXTENT OF JOISTS
EXISTING HEADER/BEAM
NEW HEADER/BEAM PER PLAN
E HANGER
Plan Notes
1. Do NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL
DIMENSIONS.
2. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
3. EXISTING FRAMING ON PLANS IS ASSUMED. CONTRACTOR TO VERIFY DIRECTIONS
AND EXTENTS. NOTIFY ARCHITECT AND ENGINEER IF DIFFERENT.
4. TYPICAL NEW FLOOR FRAMING CONSISTS OF FLOORING PER ARCHITECT OVER
3/4' T&G APA RATED PLYWOOD FACE GRAIN PERPENDICULAR TO FRAMING PER
PLAN, U.O.N.
5. NAIL NEW FLOOR SHEATHING W/ 8D AT 6' OC AT FRAMED PANEL EDGES AND
OVER SHEARWALLS, AND AT 12' OC IN FIELD.
6. PROVIDE (2) BEARING STUDS AT EACH END OF ALL NEW HEADERS AND BEAMS
OVER S-O' IN LENGTH, U.O.N.
7. PROVIDE LCE COLUMN CAP AND BASE AT ALL NEW BEAM TO COLUMN
CONNECTIONS U.O.N.
8. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL
HAVE FULL CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION.
Upper Floor Framing -Plan
Scale: 1/4* = V—O'
STRUCTURAL
ENGINEERING
01hird A-. Suit- — - WA 98121
P1 2.6.443.6— ssfengineers—m
934 Broadway - Tacoma, WA 98402
p; �53.284-9470 ssfengineen.com
Copyright 2019 Snrmn Say FagR - All Rights Reserved
300
DEIII.:
BEIM
DRAWN:
NHD
CHECKED:
BEIM
APPROVED:
DIS
REVISIONS.
DPD:
PROJECT T(TLE'
Janacek Residence
8125 Frederick PI
Edmonds, WA 98026
ARCHrrECr:
Brandt Design Group
66 Bell Street, Unit I
Seattle, VIA 98121
PH 206.239.0850
ISSUE:
Permit
SHEET TITLE:
Upper Floor
Framing Plan
SCALE:
1/4" = 1'-o" U.N.O.
DATE:
June 13, 2019
PROJECT NO:
01519-2019-03
SHEET NO: REPIEVED
2 7 2'U'll)
S2,1311-D!NG
(�) -------------
- - - - - - - - - - - -
- - - - - - - - - ----
- — - — - — - — - — --- C2)
— — — — — — — — — ---
- — — — — — — — — — — — -- — — — — — — — — — —
Legend
EXISTING STRUCTURAL WALL BELOW
SPAN DIRECTION
......... e EXTENT OF JOISTS
EXISTING HEADER/BEAM
L
-- — — — — — — — — — —
JL
-----------------
(E) BEAM
-7 ': =-� 7-1=77
..... . . — ------- -- -
-----------
----------
------------
-----------
Plan Notes
1. NO STRUCTURAL WORK THIS LEVEL
Roof Framing P an
Scale 1/4" — 1' 0"
STRUCTURAL
ENGINEERING
-4 ThI,d M—. S.1ta 1.0 - S.,attla, WA geu,
P: 2o6.443.6212 ssfengineen-
934 Br -ad -ay - Tawma, WA 98402
P.' 253.284.9470 ssfengineers—
CDpydght 2D19 Swanson Say Fagdt - All Rights R�Ned
4S'
300
DESIGN:
BEIM
�RAWN
NHD
CHECKED.
BE)m
APPROVED:
DIS
REVISIONS:
DPD:
PROJECTTITLE:
Janacek Residence
8125 Frederick PI
Edmonds, WA 98026
ARCHM3717-.
Brandt Design Group
66 Bell Street, Unit I
Seattle, WA 98121
PH 206.239.0850
!SSUE:
Permit
SHEErTr-LE;
Roof Framing
Plan
SCALE:
1/4" = V-o" U.N.O.
DATE:
June 13, 2019
PROJECr No:
SHEErNO:
JUN 2 7 2L".1
BWLDINIG
S2 9 A"t
1;ku-nirwrill '�,rkarhda 01)0)MMM M
SAWN OR MFR.— 16d NAILING
LUMBER. 2x MIN. PER SCHEDULE
SEE NOTES FOR
ADDITIONAL 2x NAILER
REQIIREMEITSY 1/2" MAX. TO
16d NAILING EDGE OF
PER SCHEDULE - WASHER
Detail A Detail C
1/1"
1/2*
min
typ.
k PLYWOOD
EDGE NAM EDGE
OVER EA. S D
l6d NAILING_��
PER SCHEDULE
Detail B
PLAN VIEW AT ABUTTING PANEL
EDGES OF W3 & W2
RIM
Detail D
Mark
Sheathing
PanelEdge
Nailing
Top Plate Connection
Base Plate Connection
if Til
if Wood
otWood@
atConcrete
W6
15/32' COX PLYWOOD
8d 0 6*oc
16d 0 6"oc
A35 @ 24"oc
16d 0 6"oc
5/8"0 A.B. @ 48"oc
W4
15/32' CDX PLYWOOD
8d 0 eoc
16d 0 eoc
A35 @ 16*oc
(2)rows 16d @ 6"oc
5/8"0 A.B. @ 32`oc
W3 @
15/32' COX PLYWOOD
8d 0 3"oc
(2)rows 16d 0 4"oc
A35 0 1foc
(2)rows 16d 0 Vol:
WO A.B. 0 24"oc
W2 (D
1 15/32" COX PLYWOOD
8d @ 2"oc
(2)rows 16d @ 4"oc
A35 0 9"oc
(2)rows 16d @ 4oc(D
5/8'0 A.B. @ 16'oc
(D BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d 0 12'o.c.
(b 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/ 4' EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" MIN. PLATE WASHERS. PLATE WASHERS SHALL
EXTEND TO WITHIN 11Z OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C.
(3) 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2.
SEE DETAIL B. MERE 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 HOUDOWN 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.
* UP4 (HORIZIONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION.
(3) A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION.
@ AT MULTI -ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2-, SEE DETAIL D.
(D PROVIDE (3) ROWS 16d 0 6"oc AT LVL RIMS.
A
B
C
PLAN
VIEW
EL
SECTION
2
OF WOOD EMS (LVL)
2-13/4"
3-13/4"
4-13/4-
5-13/4"
SOS SCREW SIZE
'/43/2"
'/40/2'
1/4*X6"
1/4N8'
If OF SDS SCREWS
3
3
3
3
SPACING OF SDS SCREWS
16"oc
8"oC
6,0C
6"oc
NOTES:
- MIN. SCREW END DISTANCE = 4"
9
Sistering Schedule for Multi Beams 7
HEADER PER PLAN
.11 opening
.
. . . . . .
. . . . .
. . .
. . . . . .
. . . . . . . ..
PANEL EDGE NAILING PER-----/
SHEARWALL SCHEDULE AT
FULL HOT. STUDS AROUND
WALL OPENING (typ.)
6
S16 STRAP FULL LENGTH
F WALL MIN. 2�-O" STRAP
ACH SIDE OF OPENING
RAP AT CORNER CONDITION
YP.
AIL SHEATHING TO BLOCKING
I/ PANEL EDGE NAILING PER
HEARWALL SCHEDULE (typ.)
x FLAT BLOCKING (typ.)
Continuous Straps at Wall Opening (above and below) 11
Shearwall Schedule - (Sheathed One Side) 4
HOLDOWN POST
PER SCHEDULE
HDU HOLDOWN
SHEARWALL PER PLAN
CONT. #4 EA. SIDE OF
ANCHOR BOLT
Holdown Schedule
EDGE NAIL PER
SW SCHEDULE
FRAMING CONT.
WHERE OCCURS
HEADED BOLT OR ALL -
THREAD W/ WASHER &
NUT PER SCHEDULE,
AT EXISTING, EPDXY
EMBED ALL -THREAD PER
SCHEDULE
Plan
Mark
Screws
_Xncho,
Bolt I
A. B.
Embed
Holdown Post (D
if 2x4
if 2x6
HDU2-SDS2.5
(6)SDS I/ex2i/2'
5/8-0
12"
(2) 24
(2) 2x6
HDU4-SDS2.5
(10)SDS 1/4"1121/2"
5/8"o
16"
40
46
HDU5-SDS2.5
(14)SDS 1/4"Y,21/2"
5/8"0
20"
46
46
HDU8-SDS2.5
(20)SDS 1/4'x2l/27
7/8-0
24"
48
6x6
HOUll-SDS2.5
(3O)SDS 1/4"x2l/2"
1"0
24�
400
6X6
HDU14-SDS2.5
(36)SDS 1/421/2"
1*0
2e
412
6XB
MINIMUM SIZE OF POST AT END OF WALL UNLESS OTHERWISE
NOTED ON FRAMING PLANS. Typical HDU Holdown 12
STRUCTURAL
EPAGINEERING
2124 Third Avenue - Suite loo - Se,ttle, WA 98121
pt 15.443.6212 fengineers.-
934 8—d-.y - T .. rna, wA 98402
P: '53.�84�947- zfengin.e....
Golpyright 2019 Swen�n Say Failit - All Right Reierved
300 '3'
DESIGN:
BEIM
DRAWN:
NHD
CHECKED:
BDM
APPROVED.
DIS
REVISIONS:
DPD:
PROJECTTITLE:
Janacek Residence
8125 Frederick P1
Edmonds, VIA 98026
ARCHMM
Brandt Design Group
66 Bell Street, Unit I
Seattle, WA 98121
PH 206.239.0850
ISSUE:
Permit
SHEET=LE:
Typical
Concrete
Details
SCALE:
3/4" U.N.O.
DATE:
June 13, 2019
PROXCr NO:
01519-2019-03
SHEET NO: RMCIEHVED
SJU4 7 2�';,`�
av 1111311 N G
I
PANEL EDGE NAILING —
OVER ALL HOLDOWN STUDS
HOLDOWN (where occurs)
PER PLAN W/ ALL —THREAD
TO MATCH A.B. IN HOLDOWN
SCHEDULE. EPDXY EMBED PER
GEN. STRUCTURAL NOTES
SHEARWALL PER PLAN
NAILING PER SHEARWALL—
SCHEDULE (typ.)
44_
04
(E) FOUNDATION
ALL FASTENERS INTO PRESSURE
TREATED WOOD SHALL BE GALV.
OR STAINLESS STEEL PER
GENERAL NOTES
(E) JOISTS AND SHEATHING
1 1 Exterior Framing at Basement (High Grade)2
(E) 2x RIM
JOIST (U.N.O.)
(N) SHEARWALL PER
BEAMMEADER (where
occurs per plan)
(E) ROOF FRAMING —
PER PLAN
PANEL EDGE NAILING
OVER ALL HOLDOWN STUDS
HOLDOWN PER PLAN
NAILING PER
SHEARWALL SCHEDULE (typ)
(E) RIM
LEAVE ONE END OF
STRAP UNAILED JUST
PRIOR TO COVERING
UPGRADE SHEARWALL-
PER PLAN
WALL
A35 PER SHEARWALL
SCHEDULE
(E) ROOF FRAMING
A35 PER SHEARWALL
SCHEDULE
VERTICAL GRAIN BLKG.
TO MATCH HOLDOWN STUDS
(E) JOISTS AND SHEATHING
(F) BEAM/HDR.
Exterior Floor Framing
BEAM PER ILAN
LOS
SECT. A )1, __(E) FRAMING PER PLAN
E
A
TREAD PER ARCH.
2" t 1/4" GUSSET E CTRD.
yp
BEHIND STRINGER
(2)P 1/8%
BENT R 1/4" 5"x5"x2'-1O"
CIRO. BEHIND STRINGER W/
6' typ. (2) SOS 1/4x3' SCREWS
12'0 TO BEAM &
(2) SOS 1/4"x3" SCREWS INTO
SECT. B 1:�
EA. JOIST. (3) JOISTS run.
(3) ROWS #lOx2'
K ILA
BEAM PER PLAN FLAT HEAD SCREWS
'/4
0 4"oc
2 1/4" DAP
INTO TREAD
R 2' W 1 2 E44 2'
+_7
(4)3/4"OX5" P 3/8.
E WS
LAG SCREWS 12" 2' N
typ. typ. '/4 V
SEMON A SECTION B
(N) BEAM PER PLAN— 4C ELEVATION
(8) SOS 1/4"01/2' SCREWS--
(N) POST BELOW—/ X
(E) BEAM CONTRACTOR
TO VERIFY SIZE
(2) SOS 1/4'x3'
"Z" I 1/2"X5"—
DAP INTO BOT. OF
(E) FLOOR FF
(E) BM. PER
11
2
ELEVATION
2'
E 1/2' IV
(4) '/4.3'
LAG SCREWS 2
_f �_f
SECT. A
BEAM PER PLAN
KNIFE 2 1/2" W/
(4)1/2'0 BOLTS
COUNTERSUNK &
PLUGGED
W1911
FOR CALLOUTS
IN COMMON
SEE 4/S3.2
12
STRUCTURAL
ENGINEERING
2124 Third Avenue - Suite 100 - S!attle, WA 98121
P: 2o6.443.62iz ssnanigansera
934 Bmadway - Tamma, WA qs402
P: 253-284-9470 asf�ngineera.wrn
Copyright 2019 Smrson Say Fag6t - All Rights Reserved
J.
4
DESIa.:
BDM
DRAWN:
NHD
CHECKED.
BDM
APPROVED:
DJS
REVISIONS:
DPD:
PROJECTTITLE:
Janacek Residence
8125 Frederick PI
Edmonds, WA 98026
ARCHTMIM
Brandt Design Group
66 Bell Street, Unit 1
Seattle, VIA 98121
PH 206.239.0850
ISSUE:
Permit
SHEET TFTUE:
Framing
Details
SCALE:
3/4" U.N.O.
DATE:
June 13, 2019
PROJECT' NO:
SHEET NO:
JUN 2 7 2M
UgLDING
S3 *Z-