HomeMy WebLinkAboutPermit D19-0136 - SHUMATE RESIDENCE - ADU STATUSSHUMATE RESIDENCE
ADU
1536 E MARGINAL WAY S
EXPIRED
12/22/19
D19-0136
Parcel No:
Address:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
1023049045 Permit Number: D19-0136
11536 E MARGINAL WAY S
Project Name: SHUMATE RESIDENCE - ADU
Issue Date: 6/24/2019
Permit Expires On: 12/21/2019
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
SHUMATE DAVID J
11534 E MARGINAL WAY S , TUKWILA,
WA, 98168
DAVID SHUMATE
11534 E MARGINAL WAY , TUKWILA,
WA, 98168
N/A
I!!
Phone: (206) 992-8738
Phone:
Expiration Date:
DESCRIPTION OF WORK:
APPLYING FOR TUKWILA RECOGNIZED DADU STATUS FOR LOFT SPACE ABOVE EXISTING GARAGE. GARAGE LOFT
CONSTRUCTION FINISHED AND APPROVED IN 2009 UNDER PERMIT D08-0445. AMNESTY PROGRAM
Project Valuation: $113,211.20
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction:
Electrical Service Provided by: TUKWILA
Fees Collected: $27.50
Occupancy per IBC:
Water District: TUKWILA
Sewer District: VALLEY VIEW
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2017
2017
2017
2015
Public Works Activities:
Channelization/Striping:
[urb[ut/Acces$S|dewa|k:
Fire Loop Hydrant:
Flood Control Zone:
Hau|ing/OversbeLoad:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Permit Center Authorized Signatu
Volumes: Cut O Fill: O
Number: O
No
�tt� t4' '1'k ( N Date: 0- )J ,��
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting ofthis permit does not presume togive authority toviolate orcancel the provisions ofany other
state nrlocal |wa regulatingconstructiono,theperfumnancenfwurk.|amauthohzedtosignxndnbtainthis
deve|npmeDt1ffr—mit')andag�,�to>�condidorsattached t.9 this permit.
Signature -
Print Name:
Date: ���"'��'����/
� -
This permit shall become null and void if the work isnot commenced within 18Odays for the date ofissuance, orif
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
l: Anapproved automatic fire sprinkler extinguishing system isrequired for this project. (City Ordinance
#Z436)
2: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department
review and approval ufdrawings prior toinstallation ormodification. New sprinkler systems and all
modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory
Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire
Marshal prior tosubmittal tnthe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
4: New and existing buildings shall have approved address numbers, building numbers or approved building
identification placed in a position that is plainly legible and visible from the street nrroad fronting the
property. These numbers shall contrast with their background, Address numbers shall beArabic numbers
oralphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width
nfO.5inch (12.7mm). (|p[5V5.I)
S: Adequotegmund ladder access tn rescue windows shall be pnovded. Landscape aflat, lZ' deep by4'wide
area below each required rescue window. (City Ordinance #Z435)
6: Maximum grade for all projects is 10% with a cross slope no greater than 5%. (IFC DIG3.2)
3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#Z43hand #Z437)
7: Any overlooked haza,dovscondition and/or violation of the adopted Fire orBuilding Codes does not imply
approval nfsuch condition orviolation.
8: These plans were reviewed byInspector 5ll. |( you have any questions, please call Tukwila Fire Prevention
Bureau at(Z06)s75-u4U7�
PERMIT INSPECTIONS REWIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
1700 BUILDING FINAL**
1500 PLANNING FINAL
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. b -
Project No.
Date Application Accepted: LA- — et.
Date Application Expires: 1. 0 - — 1°‘
(For o47ce use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address: 11
Tenant Name:
ginal Way S
PROPERTY OWNER
Name: David Shumate
Address: 11534 E Marginal Way S
City: Tukwila State: WA
Zip: 98168
CONTACT PERSON— person receiving all project
communication
Name: David Shumate
Address: 11534 E Marginal Way
City: Tukwila State: WA zip' 98168
Phone: (206) 992-8738 Fax:
Email: david@propeldesigns.com
GENERAL CONTRACTQR INFORMATION
Company Name:
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
King Co Assessor's Tax No.: 1023049045
Suite Number: Floor:
New Tenant: .....Yes fl ..No
ARCIIITECT OF RECORD
Company Name:
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
HAApplications Worms -Applications On Line1201 1 ApplieutionslPermit Application Revised - 8-9-11.docx
Revised: August 2011
bh
Page 1 of 4
ORMATIO — 206-431-367
Valuation of Project (contractor's bid price): $ 0
Existing Building Valuation: $ 30,000
Describe the scope of work (please provide detailed information):
Applying for Tukwila recognized DADU status for loft space above existing garage.
Garage and loft construction finished and approved in 2009 under Permit D08-445.
Will there be new rack storage? D Yes
No If yes, a separate permit and plan submittal will be required.
Provide
13
Iding Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
l' Floor
2114 Floor
Yrd Floor
Floors thru
Basement
AccessoryS
*
500
Attached a e
De lied Garage
890
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): 32,587 Floor area of principal dwelling: 2,000 Floor area of accessory dwelling: 500
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: 2 Compact: Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
0 Sprinklers Automatic Fire Alarm None 0....... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ...„-No
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
0 ..... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
ltlApplications \Forms -Applications On Line \2011 ApplicatiorisTermit Application Revised - 8-9-11.doca
Revised: August 2011
bh
Page 2 of 4
PUBLIC WORKS PERMIT INFZIATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sh
Water District
VI ...Tukwila Water District #125
0 ...Water Availability Provided
Sewer District
—Tukwila
0 ...Sewer Use Certificate
...Valley View
0 ...Sewer Availability Provided
0 .. Highline 0.. Renton
0 .. Renton El .. Seattle
Septic System:
On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
o —Civil Plans (Maximum Paper Size — 22" x 34")
0 ...Technical Information Report (Storm Drainage)
0 ...Bond 0.. Insurance 0.. Easement(s)
Proposed Activities (mark boxes that apply):
0 ...Right-of-way Use - Nonprofit for less than 72 hours
o --Right-of-way Use - No Disturbance
0 —Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
0 ...Total Cut
0 ...Total Fill
cubic yards
cubic yards
0 Geotechnical Report
0 Maintenance Agreement(s)
0 ...Traffic Impact Analysis
El ...Hold Harmless — (SAO)
0 ... Hold Harmless — (ROW)
o Right-of-way Use - Profit for less than 72 hours
o .. Right-of-way Use — Potential Disturbance
O .. Work in Flood Zone
0 Storm Drainage
0 ...Sanitary Side Sewer Ci .. Abandon Septic Tank 0 .. Grease Interceptor
0 ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization
0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation
0 ...Traffic Control 0.. Looped Fire Line 0.. Utility Undergrounding
o ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
0 ...Permanent Water Meter Size... WO #
0 ...Temporary Water Meter Size .. , > WO #
0 ...Water Only Meter Size ,, WO # 0...Deduct Water Meter Size 5,
0 ...Sewer Main Extension Public 0 Private ri
,..,
0 ...Water Main Extension Public 0 Private 0
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
...Water 0 ...Sewer 0 ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
city State Zip
Water Meter Refund/Billing:
Name:
Mailing Address:
Day Telephone:
City
State Zip
H:\AplicationsFormAppIicaions On Line\ 201 1 ApplicationsWerrnit Application Revised - 8-9-11.docx
Revised: August 2011
Page 3 of 4
PERMIT APPLICATION NOTES
Value of Construction - In all cases, a value of eonstruction amount should be entered by the applicant. This figure wili be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
iequested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED
Signature: Date: 04/24/2019
Print Name: David shumate
Day Telephone: (206) 992-8738
Mailing Address: 11534 E Marginal Way, Tukwila WA 98168
City State Zip
HAApplicationsWorms.Applications On Line \2011 ApplicationsTerinit Application Revised - 8-9-11.docx
Revised: August 2011
bh
Page 4 of 4
Receipt Number
DESCRIPTIONS
PermitTRAK
I ACCOUNT I
QUANTITY
I, PAID
27.50
D19-0136 Address: 11534 E MARGINAL WAY S Apm 1023049045
$27,50
DEVELOPMENT
$26.50
PERMIT FEE
R000.322.100.00.00
0.00
$20.00
WASHINGTON STATE SURCHARGE
B640 237 114
0.00
$6.50
TECHNOLOGY FEE
$1.00
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R17481
R000 322,900 04.00
0 00
$1.00
$27.50
Date Paid: Wednesday, April 24, 2019
Paid By: DAVID SHUMATE
Pay Method: CHECK 2012
Printed: Wednesday, April 24, 2019 3:03 PM 1 of 1
INSPECTION RECORD
Retain a copy with permit Vi9' ,.
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Sc uthcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Projec
Gl
Ty ` Ihsp
Addre :
__"2:5 f
Date Called:
Special Instructst r s:
.Date
Wa
d:
Requester:
Phone No:
Approved per applicable codes. El Corrections required prior to approval.
MENTS:
f7(
nspect
Tte:6
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Btvd.. Suite 100. CaU to schedule re'inspectian.
City of Tukwila
Department of Community Development
11/1/2019
DAVID SHUMATE
11534 E MARGINAL WAY
TUKWILA, WA 98168
RE: Permit No. D19-0136
SHUMATE RESIDENCE - ADU
11534 E MARGINAL WAY
Dear Permit Holder:
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 12/22/2019.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 12/22/2019, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File No: D19-0136
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
COORD COPY t
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D19-0136 DATE: 04/24/19
PROJECT NAME: SHUMATE RESIDENCE - ADU
SITE ADDRESS: 1154k MARGINAL WAY S
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
kJ ftf
Building Division
fl POI OtiC1
ublic Works
MO Pc\ NC/
Fire Prevention
Structural
n
ICk
Planning Division
Permit Coordinator •
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
DATE: 04/25/19
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Approved with Conditions
Corrections Required Denied
(corrections entered in Reviews) (ie: Zoning Issues)
DUE DATE: 05/23/19
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg Fire 0 Ping 0 PW Staff Initials:
12/18/2013
I UKWHaWA
Owner: David Shumate
Legal Description: (Abbreviated) Portion of
Government Lot 6,
Section 10, Township 23 North, Range 4 Eas
• Existing structure based on Tukwila
Permit D08-445.
® Existing insulation, drywall; previously
permitted framing, plumbing,
electrical, smoke alairms.
* ri
Two Car Garage wan
ft
-59;00 saq. ft.. ADU above
AJ D EX: FILE
I Cover Sheet
11 Site Plan
1 Material List, General Data RECEIVED
2 1st, 2nd Floor Plan
APR 2 5 2019
TUKWILA
3Foundation Plan PUBLIC WORKS
Roof Framing, Cross Sections
5 Exterior Elevations C"*i'01 TUMVILA
6 Wall Framing Elevations APR 2 4 2019
2' 11 T C E N T -P
7 Wall Sections, Details
8 Wall Framing Details
9 Structural Notes; Window, Door Details
10 Fastening Schedules, Garage Door Details
.t�. t t�
Shumate Garage Cover Page
j�� E. Marginal Way S. Tukwila WA
Sheet Number
Scale:. None
Date Created:
Revision # Date: 0 1-tl PIT
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I.—U I
'4 Cedar
10
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tK
Sidewalk
K-1
Oeattle City Light
Right of Way
-02.0 0',,
ir
Cedars
18"dia.
Cedars
TAX LOT
71.90, E.PropertY Line, f3A r
CK
—32'-17/16"
+
6-1
DAD ar,age
24" dia. Maple Coo i
31'-11 1/4
---- ------ ----- -------
18,s. L Exlsbng�(%Ier
le'd('I..
\\E.isting House
a3
2
Q.
UL
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02.00'
12" dia. Cad.,all
205.5'±
W. Property Line, FRONT-T
Shumate Garage
w
M
t .y6a 0 11434 E. pin Way S. Tukwila,
Scale: 1/16' = 1'-0"
Date Created:
Revision # Date: 0
ECEIVE"
� -LA OFT.[]IK.V.
PR 2 4 200
AT CENI ER
Site Plan
Sheet Number
I I
Building Materials List for Plan #1476-2 (electrical/mechanicallfimshes not included)
— Local budding code approved substitutions may be made to this list —
Variations in construction methods and materials can require modification
of this list. Every attempt is made for greatest accuracy, but typographical
or human error is possible. Quantities verification by the materials supplier
is recommended before materials package is finalized andlor shipped.
Concrete 4 Reinforcements For 5temwaiVFooting Foundation
Poured-m-place concrete----------- -- ------------ ---- 16.5 (min) cy
#4 Reinforcing Steel Bar ASTM A-615 grade 40 617 if 31 - 20' pcs.
WIG x G - w 1.4 x 1.4 wire mesh------- —--------- 808 sf 202 If, 4' roll
Rough Framing
2 x G x 9G" HFIDF exterior °stud° wall framing(for dormers) ---
36 pcs.
2 x 6 x 103-1/2" HF/DF exterior "stud" wall framing ---__--
1 14 pcs.
2 x G x 12' HFIDF exterior "stud" wall framing ------ ---
2 pcs.
2 x 6 x 14' HFIDF interior "stud" wall framing ------------
12 pcs.
2 x 6 HF/DF No. 2 wall top plate -- -------------
400 If
2 x 6 HF/DF No. 2 pressure -treated bottom plate - - ---
13G If
2 x 6 HF/DF No. 2 interior wall bottom plate ----------------
48 If
2 x G HFIDF No. 2 wall blocking material ----- ----- --
G41f
5-1/2 x 9-1/4 LP Gang -lam LVL Header 255OF17 2.0E ---- l a length 2 pcs.
2 x 6 DF No. I header------------------------------8' length
G pcs,
I G" TJI 560 series second floor i joists------------26 length
25 pcs.
i joist filler material for doubled Joists —------- 33 If
3/4" T4G APA plywood exterior glue for floor-------4 x 8 5hee 26 slits.
2 x 12 HF/DF No. 2 stair stringer ---------_-18' length
4 pcs.
2 x 12 HFIDF No. 2 filler block marl, for I joist/raft 12' length
8 pcs.
I x 1 1.5 0.5.17. BN stair tread material (or Substitute& length
8 pcs.
2 x 4 HFIDF No. 2 lookouts material---------------8' length
24 pcs.
2 x 12 HFIDF No. 2 rafters ----------- -------- ----22' length
59 pcs.
2 x 8 HFIDF No. 2 rafter ties-------- ---- ---12' length
25 pcs.
2 x 14 HFIDF No. 2 ridge board material--------------------
32 If
2 x 10 x 14-1/2" Eave Blocking with screened vent holes------
50 pcs.
2 x 6 x 14-112" Dormer Eave Blocking with screened vent holes--
20 pcs.
2 x { HFIDF No. 2 dormer rafters -------------- 10' length
14 pcs.
2 x 6 HF/DF No. 2 dormer ndgeboard------------10' length 2 pcs.
2 x 4 HF/DF No. 2 dormer ceiling JoisVrafter ties--2' length
10 pcs.
5heathing Materials
711 G" o.s.b. wall sheathing ---- ----------- 4 x 8 she 51 sheets
15/32" 5-ply C-D APA Plywood, ext. glue P.I. 2410 Roof 4 x 8 shee 59 sheets
Vapor Barrier
Roof 15# bituminous felt paper in 3G" wide roll-- -------- GOO If
Wall 7# bituminous felt paper in 40" wide roll --- -------- 500 If
Floor .00G" black polyethylene membrane----------------------- 89G sf
5wfing Materials
8" x 7/ 1 G" textured o.s.b.sidmg boards with I " lap — 1429 sf siding area
Cedar Trim: 5/4 x 3 (for opt. siding, use I x thk. trim58' length 4 pcs.
Cedar Trim: 5/4 x 3—_____� _
__ 10Y length 4 pcs.
Cedar Trim: 514x 4---------------- -- --- - -8' length 19 pcs.
Cedar Trim: 5/4 x 4-------- --- ------
--9' length 4 pcs.
Cedar Trim: 5/4x 4------------------
---! 0 length 2 pcs.
Cedar Fascia (Intl. dormers): I x G----- ----------- — ---_ 95 if
Cedar Rakeboard: 2 x 6--------------------- 22' lengt 4 pcs.
Cedar Rakeboard (dormers): 2 x 6------------------12'
lengt 2 pcs.
Roofing Materials
Composition Roofing Shingles------------------- 1452 sf roof area
Ridgevent material--- ----------------______ _ ___-_- 48 If
Window and Door Assemblies
3040 single hung window(s)--_------------------ --
3 ea.
3050 single hung window(s)- -- ___.___ _
I ea.
9'-0" x 8'-0" sectional garage door------- -- -- ______
2 ea,
3OG8 exterior 1 3/4"
I ca.
2868 s.c. 1 3/4" door w/ auto.closer--------- ------ ----- ----
I ea.
Metal Parts 4 MISC.
Anchor bolts: 1/2" dia. x 10" ASTM A-3O7/A-325, type X wl hex nut 24 pcs.
Flat washer: 2" x 2" square x 3/ 1 G" thick------- -------- 24 pcs.
5imp5on H I connectors for dormers (or equal)------------------
20 pcs.
5impson H2.5 connectors (or equal)-- --- ----------
- 48 pcs.
5impson STHD I O hold-down straps {or equal)-------- — 2 pcs.
5impson U26 Joist hangers for stringers(or equal) ----------- 4 pcs.
Iyoist hangers (or equal) ---- —--------- —_
4 pcS,
i Joist hangers for doubled Joists (or equal) --- __—_____ I pc.
I lid sinker nails -- ------------- ----_------------ ----
50 Ibs.
IOdnails -------- ------ —-------------- —---- —---------- --
101bs.
8d common nails Q 145 nails / 1b.---- ----------- —------
--- 5O1175.
Drip flashing for windowldoor heads-- --- --
--- 33 If
Handrail, 1 1 /2" dia., wood or metal --- ----- 18' length I pc.
Handrail 5upport Brackets ------------------------ -----
4 pcs.
Building Cade Comyliagce
This pianset was prepared to comply
with the prescriptive requirements
of the 2006 editions of the
International Residential Code (IRC) and
International Building Code (IBC)
iPazameters For Design
Wind Speed:
100 mph - 3 sec. gust
Seismic Category:
A, B and C (IBC)
d Snow Load: 50# / sq. ft.
Building Categories and Data
Occupancy Classification: "U" or „D1" ("R-3" only as
� applicable)
Construction Type: "V" or 'TN"
Grade -To -.Ridge Height: 24'-e
Gross Building Area:1476 SF
First Floor Area: 580 SF
R
F° Second Floor Area: 896 SF
2
41,06UH 1 111111 1"
Common Rafter
aRECEIVEO
CITY OF TUK VILA
APR 2 k 2019
PER10IT CENTER
e a 12/12 (450)
=14'-0"
e Allowance ® 3/4"
isted Run .13'-111/4"
-han¢.1'.0"
2"
®11/2" x 91/4"
11/2" x 1'-2"
®3/4"x5
A
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14'-0"
t 4'-0"
HANDRAIL
LINE OF ROOF OVERHANG ABOVE
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In
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in
LOCATIONS 2 X G FLAMED STAIR
WALL - S 14' 5TUD5, _
PLACE N 5TAIR SELF CLCS'G EXT.DDCR
AND SECOND FLOOR WEATWER STRIPPED
R-2I TYPICAL 2x6 INTERIOR j
GARAGE WALL:
TYPE 'X' FIRERATED \\
DRYWALL TAPED / SANDED ` a
6 mll POLY Y.B. ( �,
2x6 STUDS 9 16" ox.
BATT INSULATION - m'
X
(
u�
lTtL,T
s
2-CARIIGARAGE
TYPICAL GARAGE FLOOR :--
4" CONCRETE SLAB e/w OI
FIBRE MESH REINFORCEMENT t�Jr
6 mil POLY VAPOR BARRIER
COMPACTED 4RANULAR FILL
cmNOTE: o tp�_
` \ , GARAGE DOORS MAY BE /I O��q I m =I
ALTERNATIVELY LOCATED __�^ u i x a0
ON GABLE END A5 5HOWN a x
REPLACE BRACED WALL I I I I - I 3� c I DiGATECFDALL WITH ALTER n o� c
! MATE Bi2PWto
PANELS
Ln
! II
--------
2&-0"
CONSTRUCT A5
"ALTERNATE
_%'YP. EIt i c/G1c�� Zjc uJ.gcG BRACED WALL
-fZ: Z/ e/+77- PANEL'- 5EE
NOTE: EXPIUAT FLOOR PLAN DETAIL 4
5EE EXTERIOR ELEVATION5 ��� 1�
FOR WINDOW SIZES AND SCALE.1/4" m 1,-0"
FUNCTION RECEIVED
�j
COTY Or T LIKWILA
APR 2 4 2019
PE€ tilIT CENTER
Ed 0
z m
Q 0 0
NOTE: LEGEND
BRACED WALLS A5 PER IBC 2308.9.3 DOOR AND WINDOW HEADERS p,
4 9.3.1. IRC RGO2.10.3 - 10.8, A5 SHALL BE 2- 2 X G UNLE55 + SWITCH LOCATION o. O
APPLICABLE FOR LOCAL CODES OTHERWISE NOTED
(5HOWN: - - - - - - - - - - - - - } NOTE: -( CEILING MOUNTED LIGHT FIXTURE c� 0 W
EXTERIOR BRACED WALL5 (MIN. 48") FLOOR PLAN DIMEN51ON5 ARE TO FACE J C
U.I I 0 VOLT DUPLEX OUTLET O Z
NAIL SIDING PANELS OR SHEATHING
OF FRAMING OR CENTERLINE OF BEARING, TYP. A5 SHOWN U F- O
N rJ
W/ 8d Q G" o.c., EDGE5 AND Q 12" O.C., EXTERIOR WALL-MTD. LIGHT FIXTURE rW
FIELD AND BLOCK AT HORiZ. PANEL JOINT5.
PROVIDE ALTERNATE BRACED WALL 0 ELECTRIC PANEL OR 5UB-PANEL u3 vsi
PANELS A5 INDICATED. L OCPATION. INSTALL PER LOCAL SHEET
. m
0
2
13
U
OF 10
1 i �-4'
rant IN FD _Inf-iT_ I...... �—
51DEWAW
)RAIL
a� 16' O.C.
'D
)TE:
kCE-NAIL J0I5T5
FILLER BLOCKS
ADJACENT RAFTERS
14 - 16d FROM
�. 51DF-, TYP. SEE
,
2&-0'
— — — — — — — — — — — — — — — — — — — —
----------
— — — — — — — — — — — — — — — — — — —
--------''
.,
I
I
I
1'
!
I PROVIDE 1/2' DIA. X
46 36' I
I Mom'
(
10' ANCHOR BOLT5
CONCRETE
(
( W17' EMBEDMENT @
LANDING
I MAX. 6 FT. O.C.
SPACING AND MIN.
(
I 12' FROM WALL ENDS
(
I AND CORNERS
z
f
I
I
!
w
o
c;�
UNES OF CONCRETE S
B EDGE I
(
Oar
I
FOUNDATION WALL H
1
( AND CONTINUOUS T
8'�WITH
I FOOTING BELOW, SEE #4'REMINF.p
I'
I
(
( TYPICAL WALL SECTION 5E
DETAIL I
o
CONCRETE 51A5 FLOOR
;
SLOPE A5 REQUIRED
,
i
i
I
I•L-------------------
I
--------�,I
I odAHFOUNDATION PIDOWN
SCAM-1/4" .114r REQUIRED -5EE
'ALTERNATE
BRACED WALL
PANEL DETAIL"EXPIRED
8
DEC_2.22D19
ilECEP
CET ` O i lJKW1Li,
z
., «•;�Y - ffi _ ,x APR 2 It 200
P'F' aMI T CFN 3 Q
cu
C�7
p�
O
RJDGEBOARD
2 X I I- RAFTERS @ 16' O.C. DORMER FRAMING
3/4" PLYWOOD FLOOR
2 x 8 RAFTER TIES
FACENAILED To
12 RAFTERS W1 (G)
121 1 Gd @ EA. END, TYP.
SECOND FLOOR
JOISTS @ I v O.C.
RAFTERS, FILLER BLO
4 JOIST WEBS NAILEE
TOGETHER W1 (4) 16
FROM EA. SIDE, TYP.
SEE
TYPICAL
WALL
SECTION
GRADE
:ONCRETE FOUNDATION c
CONCRETE SLAB FLOOR] CROSS-SECTION
SCALE 114r
SECOND FLOOR
JOISTS BELOW
RIDGE BOARD - AK
RAFTERS zxzz�\ 2 X 8 RAFTER TIE, FACE
Ir - NAIL TO RAFTERS AT F.A. END W (6) 1 Gd
NOTE:
ALL CONNECTORS
SPECIFIED SHALL
BE 5IMP50N STRONG -
TIE OR EQUAL
NOTE:
ARROW LINE INDICATES
EXTENT OF SPANNING
MEMBERS, NOT THE
2 X G RAKE150ARDS DIRECTION Of SPAN
DORMER FRAMING
NOT SHOWN IN
THIS LOCATION TO
REVEAL OPENINGS
IN ROOF FRAMING
M
MEN
IN
milli
milli
IN
IN
IN
0
I=:
IN
mill
/11
�'�
I �
ri
„N
LW iQ
84
VENTED 2 X
BLOCKING
BETWEEN
RAFTERS @
TOP OF WALL
DOUBLE
TOP PLATE,
SEE TYPICAL
WALL SECTION
@ EAVE (D
2 X 4 RAFTERS
@ I G.O.G.
2 X G RAKEBOARD5 2 X 4 FLAT LOOKOUTS.
LET -IN @ END RAFTER
NOTE:
USE IV STUDS FOR NOTE: LOOKOUT BACK
STAIR 51DEWALL/ § SPAN SHALL BE DOUBLE
GUARDRAIL AS ROOFF RAMING
J015T HANGERS I EM DIMEN51ON
REQUIRED
if SCALE 1/4"m 11-0" RD
FOR 5TRINGER5 � -,, 0
M.2270
TO DBL. J015T
SEE
,if It CiT V OF TUKWILA
I 1/2'DIA. WOOD
HANDRAIL (36' HEIGHT I if if ify. APR 2 4 2019
ABOVE STAIR) Wl PEERNTIT CENTER
(4) WALL -MOUNT 2868
BRACKETS 1, DOOR
2 X 12 STRINGERS _j If
If
- -� 1 A,
I'NO51NG. TYP. 11 =-2 2 2 X 4 COLLAR TIE
2 X 6 51DeWALL FRAMING
CORRUGATED PLASTIC RIDGE CAP ROOFING 2 X G RJDGEBOARD
H1,
RIDGEVENT - FOLD OVER MATERJAI, NAILTO TYP. SHEATHING AS 5PECD.
5/8' TYPE XG.W.B.
RISER TO LANDING RIDGE, CONFORMING TO SHEATHING THROUGH 2 X 6 RAFTERS
LAS
BELOW STAIRWAY AND MAX. 7 3 SLOPE OF ROOF PTIC VENT SOLID 2 X I BLOCKING FLASH @ ROOF
ON STAIR 51DEWALL
15 TREADS 0 10* 3-2" ROOFING
BELOW SECOND FLOOR
LANDING� SHEATHING DOUBLED RAFTER U)
I
TOP Of ROOF FRAMING SECOND FLOOR JOISTS
CROSS-SECTION
SCALE 1140 = 11-00 1 ITO 1- 1/2' FOR
ME AIR FA55AGE %
DORMER DETML
I
RIDGEVENT. CONT.
COMP051TION ROOFING
DRIP EDGE
/^ FLASHING
2 X G RAKE
BOARDS. TYP.
I \ \ 5/4 X 4 WRAP TRIM -
3050 BUTT SIDE
.5INGLE MEMBERS TO
HUNG TOP AND BOTTOM
MEMBER5, TYP.
I X G FASCIA, TYP.
51DING:
8'X 711 G' TEXTURED O.S.B.
51DING BOARDS, OVER 7# FELT
VAPOR BARRIER, OVER SHEATHING
(APPROVED ALTERNATE 51DING
MATERIALS MAY BE 5umnTUTf!D)-
ALTERNATE 51DING:
7/1 G"TEXTURED 0.5.5 51DING
PANELS OVER 7# FELT
VAPOR BARRIER
GRADE LINE
------------------------------
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5/4 X 4 / 5/4 X 3
CORNER
LEFT' SIDE ELEVATION BOARDS
SCALE- 1/4' - 1'4P
LINES OF
FOUNDATION
RIDGEVENT, CONT.
-mill
Nb�ww_ mi
I GARAGE -DOOR
lei If
-----------------------------------
—1
NOTE:
FRONT ELEVATION
NOMINAL WINDOW SIZES ARE
SCALM 1/4' - 1'-0'
SHOWN: FEEVINCHE5 WIDE
X FEET/INCHES HIGH, TYP. -
VERIFY FRAMED OPENING
REQUIRED BY PRODUCT MFR.
NOTE:
NOTE:
NOTE:
FOR ALTcRNATIVE SIDING PANELS
NOTES AND MATERIALS INDICATED
FLASH OPENINGS AND PROVIDE
USE I X TRIM BOARDS -NAIL OVER
IN TH15 ELEVATION ARE TYPICAL
WEATHERSTRIPPING AS REQUIRED
SIDING PANELS, TYP; I
FOR ENTIRE BUILDING AS APPLIC.
BY LOCAL CODES
DEC.222019
■
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'304(
APR211"
z
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------------------------------------
REAR ELEVATION 5
SCALE: IN= r-O" OF 10
RIG Fff SIDE ELEVATION
Ct' A T 12. 1 IAII — 1 tn"
END RAFTER 5ET5 ON
DOUBLE RAKED PLATES, TY
I,
.5fDE WA
DORMER FRAMING ELEVATIONS
NOTE:
VERIFY ROUGH OPENING
REQUIREMENTS FOR
DOORS AND WINDOWS
BEFORE FRAMING WALLS
LEFT SIDE WALL FRAMING ELEVATION
SCALL 1/4" = 11-0"
REAR WALL FRAMING ELE'VATION
SCALE:l/v =r-o„
8 8
8
FRONT WALL FRAMING ELEVATION
SCALE' 11V - r-0"
USE 12' LONG STUDS
DN
E, TYP.
01111� 01AA-10'alli'llml
I,E<<E;*v =
CiT 9E i UKGVILL.
APR 2 4 2010
PEM MIT CENTER
PIRE
DEC.222M2
PLYWOOD
DOUBLED
W/ FILLER
U26 HAN(
FILLER A5
STRINGER
QI- GIST/STRINGER
CONNECTION DETAIL
(N.T.S.)
I -JOIST
WEB
I 1/2" THICK
FILLER OF SOLID
2 X LUMBER OR
LAYERED STRUCTURAL
PANEL MATERIAL --"-
j�Tiilf�
NAIL RAFTER, FILLER
AND J015T WEB
TOGETHER WITH (4)
1 Gd NAILS FROM
EA. SIDE, TYP.
t
CONNECTION DETAIL
I/2" DIA. X I O" ANCHOR BOLTS
@ MAX. 6 FT. O.C. SPACING
W/ 2" 5Q. X 3/ 10 THK. 5TL.
PL. WASHERS
NOTE:
FOR SLAB AND FOOTING
5EE'7YPICAL WALL SECTION
@ EAVE" DETAIL —
TOP COURSE BOND
BEAM W/ (1) #5 CONT. —�
8" C.M.U. FOUNDATION /
WALL W/ FILLED CELL5
#5 VERTICAL @ 4'-0" O.C.
MAX. SPACING
6" HOOK /
BEARING 501L
OPTIONAL PERFORATED FOOTING
DRAIN - SURROUND 18" W/
PEA OR WASHED GRAVEL —
BLOCKi 'i'!' !
DETAILWALL
FINISHED GRADE
COMPOSITION ROOFING —
15# FELT
1/2" PLYWOOD SHEATHING -
2 x I RAFTER
3/4" FLOOR
PLYWOOD -
I G" SERIES 560 I -JOIST
5/8"TYPE X G.W.B.
AS REQUIRED
CONTINUOUS 2 X 6
DOUBLE TOP PLATE
2 X 6 "STUD" WALL
FRAMING @ I G" O.C.
2 X 6 PRESSURE TREATED
BOTTOM PLATE i
1/2" DIA. X 10" ANCHOR BOLTS
W/ 7" EMBEDMENT, W/ 2"--5Q. a'x
X-3/-I-G`THK. 5TL. PL. WASHERS,
@ MAX. 6 FT. Q.C. SPACING
4" CONCRETE SLAB — I
.006" POLYETHYLENE
VAPOR BARRIER —
MAK. f—DRIP EDGE
2X6
RAKEBOARD
2X4FLAT
LOOKOUTS
LET -IN TO
END RAFTER
W/ TOP5
FLUSH, W/
MIN' BACK5PAN
= DOUBLE OF
OVERHANG
2 X 6 RAKEWALL
FRAMING @ 16" O.C.
-1-
5HEA+HING OR SIDING -PANEL/
5HEA HING AS SPECIFIED
FIN15HED GRADE
I. ill I i _I 6" (MIN.)
i
\\\ z
COMPLY WITH LOCAL
�
REQUIREMENT FOR
FROSTUNE DEPTH
4" GRAVEL BASE
�p
-
AS REQUIRED
CONCRETE FOOTING/
5TEMWALL WI (4) REBAR,
CONT. AND,,#4 X 16"
8."
8" P'
OPTIONAL PERFORATED FOOTING
DRAIN -SURROUND I8" Wl
VERT. DOWELS @ 48" O.C.
PEA OR WASHED GRAVEL
BEARING SOIL
TYPICAL WALL SECTION @ GABLE -
SCALE: W =1"-0°
2 x j 2RAFTER
11/2" THK. FILLER
(CUT TO FIT FROM
2 X 12 AS SHOWN)
BLOCK BETWEEN
RAFTER AND JOIST WEB
3/4' FLOOR
PLYWOOD -
I G" SERIES 560 I -JOIST —
5/8" TYPE X G.W.B.
AS REQUIRED
51MP50N H2.5 CONNECTOR
CONTINUOUS 2 X 6
DOUBLE TOP PLATE —
COMP051TION ROOFING
ttii
15# FELT
1/2" PLYWOOD SHEATHING
DO NOT TRIM t-JOIST BEYOND
INNER FACE OF WALL BELOW
z
h
2" BEARING (BIRD5MOUTH)
TRIM i-JOIST
~
r NAIL RAFTER,
FILLER AND
J015T WEB
TOGETHER W/
(4) 1 Gd EA.
IF
- - - 51DE SEE
U
—DRIP EDGE
Cz7
X• I X 6 FASCIA
cusr�rC
�o
� F
MIN. I/2" DRIP
g
(for closed soffit provide
N
2 x 3 milers approved
�
d
with
soffit material Incl, cunt.
screened vent. strip)
VENTED 2X 10 BLOCKING
EXPIRED Wl SCREEN BETWEEN
I `RAFTERS - TRIM TO FIT
DEC 22 2019 1 X 2 TRIM
SHEATHING OR 51DING-PANEU
2 X 6 "STUD" WALL
SHEATHING AS SPECIFIED
FRAMING @ 16" O.C.
2 X 6 PU55URE-TREATED
BOTTOM PLATE
RECEIVED
1/2" DIA. X 10" ANCHOR BOLT5
CITY 01: TUKWILf`
Wl 7" EMBEDMENT, Wl •2°-5Q: 3 ",
-X-3- THK. 5TL. PL. WASHERS,
APR 2 It 2019
@ MAX. 6 FT. O.C. SPACING
4" CONCRETE SLAB
FINISHED GRADE
.006" POLYETHYLENE,
VAPOR BARRIER
G" (MIN.)
{�
Z COMPLY WITH LOCAL
REQUIREMENT FOR
FR05TUNE DEPTH
4" GRAVEL BASE
AS REQUIRED
CONCRETE FOOTING/
STEMWALL W/ (4) REBAF
CONT. AND #4 X 16""
8
OPTIONAL PERFORATED FOOTING
DRAIN - SURROUND 18" W/
VERT. DOWELS @ 46" O.C.
PEA OR WASHED GRAVEL
BEARING SOIL
GIVIUS PAUK
C4LITINUOU4
WRIMTAL 3
MeTAL RAgU100
W/ 2 - lu. (mili)
ovemApro 0
JOIIJT4.
410140 PAUK
coutimuo"
UWW VM13"rAL
.410106 JOIUT
FLASHING DETAIL (PANEL SIDING)
CONTINUOU5 DOUBLE TOP PLATE
(MIN. CONT. SINGLE OVER HEADER
ALLOWABLE If REQUIRED)
A5 5PECIfIED
DOUBLED TRIMMER 5TUD5
SINGLE KING 5TUD5
-ANCHOR BOLT LOCATION
PRE55URE-TREATED
BOTTOM PLATE
BOTTOM PLATE5 BELOW
BOTTOM PLATE5 BELOW
\ \/ / L A
VERIFY
DOOR
ROUGH
OPENING
CONTINUOUS DOUBLE TOP PLATE
7/100'5*13' 5HFATHING -
(MIN. CONT, 5INGLE OVER HEADER
NAIL TO ALL FRAMING
ALLOWABLE If REQUIRED)
wl ai @ G. O.C.
(REVERSE A5 APPLICABLE)
WALL CORNER FRAMING
1.1 Ij to tI
.
(OR. DBL. TRIMMER + KING,
If APPLICABLE)
HEADERS A5 5PECIFIED
DOUBLED TRIMMER 5TUD5
5INGLE KING STUD
5IMP50N 5THD 10 SINGLE 5TUD5
(OR EQUAL) -
EMBED INTO 1/2" DIA. ANCHOR BOLT5
CONCRETE 10"-
FULLY NAIL TO WALL PRE55URE-TREATED
FRAMING BOTTOM PLATE
MIN
K OIX416)
CRIPPLE 5TUD5 OR FILLER
FRAMING A5 NEEDED
HEADER A5 5PECIfIED
TRIMMER 5TUD5
KING 5TUD5
PRE55URE-TREATED
BOTTOM PLATE
GARAGEDOOR DOOR OPENING DETAIL
(2)
SEPARATOR DETAIL
_I/p" It- I I I : -1 TOP OF CONCRETE
(5EE FDN.
CONT. DOUBLE TOP PLATE
CRIPPLE 5TUD5
HEADER A5 SPECIFIED
STUD WALL FRAMING
(VERIFY WINDOW
ROUGH
5ILL
OPENING
REQUIREWNT5
FROM MFR.)
CRIPPLE 5TUD5
TRIMMER STUD
KING STUD z
BOTTOM PLATE
es
D%T(1)WINDOWOPE
A. General
The following notes shall clarify and supplement the working drawings.
B. Codes & Standards
International Building Code (IBC), International Residential Code (IRC) - 2006
edition and/or
/ ACI-318; ACI SP 15 / M.BACA Manual
(and comply with all local applicable codes as required by Building Official)
C. lave Loads
Snow load ........................
50lbs/sf
Floors.......................40
lbs/sf
Stairs & Exist ........... 100 Ibs/sf
Wind........................100 mph - 3 sec. gust, Exposure'V (Verify for specific
ailing)
Seismic zone..........
H{
Earth Pressure
.... .............. 301bs/cf equiv. Fluid pressure
D. Soil & Foundation Data
1. Soil bearing data not available. Assumed soil bearing capacity ®1500lbs/sf
2. Extend all footings down to undisturbed soil of the specified strength with
a,nummum depth of 1'-e below adjacent grade, or as required by local
building official, based on local frost line depth.
3. Center all footings on columns and walls unless specifically dimensioned
otherwise.
4. Compacted fill to be well graded and granular with not more than 5%
passing a 200 sieve. Place in 8-inch loose lifts and compact to 95% modified
AASHO density at optimum moisture.
E. Castdn Place Concrete and Reinforcing Steel
'2 Soca
1. Concrete of the following 28-day strength: 5 sack cement/cy f r rn
psi); max. 6 gal water/sack for all structural concrete, including foundations
and slabs on grade. Maximum sized aggregate Y . Maximum slump 4".
Add Master Builders Pozzolith per manufacturer's recommendations to all
concrete except footings. Concrete for exterior walks to be air entrained (5%
air).
Z Reinforcing steel ASTM A-615 grade 40/60. Use grade 40 for
temperature steel, stirrups and dowels. Detail, fabricate and place in
accordance with the latest edition of A.C.L "Manual Of Standard Practice".
3. Concrete cover on reinforcing steel (clear dimensions):
Suspended slabs...................................3/4"
Beams & columns (to ties)....................1 Ve
Non -exposed vertical faces.. ....... ..1"
Vertical faces exposed to earth or weather.2"
Bottom of footings ..............................3
Slabs -on -grade (from top).....................1 W
4. Lap all field splices 24 diameters with minimum of 12". Beni outer wall
footing bars 12 inches or use corner bars at all corners and wall intersections.
5. Provide min. one continuous #4 bar at top and bottom of foundation
walls w/ #4 at 12" o.c. where wall height exceed two feet Provide min. two
continuous #4 bars in footings. Dowel foundation walls to footings w/ #4 x
1'4" long ®16" o.c. Embedded 6" into footing. (No shear keys required)
6. Reinforce around wall and slab openings, with sides of 12" or greater,
with two #5 bars extending 24" beyond corners on all four sides. Provide
one extra #5 diagonal bar, 4'-0" long, at each comer.
7. Slabs -on -grade: Rod sub grade and moisten before pour. Saw cut crack
control joints within 24 hours of pour or install Zip-Sirip, with maximum of
12'-0" for 4" non -reinforced slabs and 4tY-0" for reinforced slabs. (min.
reinforcing. w6 x 6 - w1.4 x 1.4, supported)
8. Vibrate all concrete. Segregation of materials to be prevented. Test
cylinders not required.
9. Place no fill against foundation or basement walls until floors are in
place or walls have been adequately shored to resist lateral earth pressures.
F. Masonry (as applicable)
1. Hollow masonry units: F'M=1350 (half & half c.mu.)
Mortar type S:1 pc, x/2lime putty, 4 sand (UBC)
Grout: 2000 psi pea gravel concrete (7 sack)
2. Reinforcing steel• ASTM A-615, grade 40.
3. Place grout in lifts no greater than 4'-0" height
4. Wall reinforcing:
.....6" walls: #4 vertical ® 48" o c. w/ #9 wire horiz. joint reinf. @ 8" o.c.
8" walls: #5 vertical @ 48" o.c. w/ 3/16" dia. wire horiz. Joint rein£ ® 8"
o.c.
Install two bars in corners, wall intersections, wall endings and around
openings. Lap all bars 20 inches and joint reinforcing,12 inches. Use corner
bars for outer bars in bond beams and at intersecting walls.
5. Anchor brick veneer to wood framed wall as detailed with 22 ga. X 7/8" x
7' galvanized corrugated wall ties @ 16" o c. ea. Way with one Simpson n20a nail.
G. Timber and Wood Framing
1. Substitution of wood species identified herein may be as approved
by local Building Official and material strength and capacities shall
equal or exceed that of the species identified herein.
2. All lumber to be graded per book 16 of the West Coast Lumber
Inspection Bureau:
HF/DF no. 2 for joists, rafters, light framing, plates and bracing
DF no.1 for posts and beams
HF/DF "stud" for stud wall framing
4. Joists and rafters (lumber) shall have 2" nominal thick solid blocking
at supports.
3. Comply with the latest edition of the NFPA "National Design
Specification" as modified by the applicable code for all structural Umber
requirements.
5. Spike laminated members together w/ 10d nails 0 12" o.c., staggered.
Splice b--nation at supports only.
6. Provide cut washers for all bolts bearing on wood.
7. All nails shall be common wire nails.
8. Glue -laminated timbers, Douglas Fir, A.LT.C. grading: combination
24F-V3 for simple spans: 24F-V8 for cantilevered spans. Dry conditions
of use. Architectural appearance grade where exposed to view.
Fabrication plant A.I.T.C. inspected./ Wrap individual members.
9. Plywood: Roof sheathing to be 15/3r" C D int-apa plywood with
exterior glue, P.I.24/0 (use 5-ply for panelized roofs) Nailing 8d @ 6" O.C.
at panel edges and 8d 012" o.c. at intermediate supports. Sub flooring to,
be 3/4" C D-apa plywood with exterior glue, P.I.32/16. Use T&G if no
underlayment. Glue and nail with 10d 06" o.c. atpanel edges and 010"
at intermediate supports.
10. Pre -fabricated trussed members to be designed by applicable state
licensed engineer in accordance with requirements shown in the
drawings. Contractor shall verify as -framed dimensions and conditions
prior to truss fabrication and coordinate as required. All engineering
data shall be made available for submittal to the Building Official as
required.
H. Structural Steel
1. All steel, except tubing. ASTM A-36. Pipe: ASTM A 53, Type E or S,
grade B. Tubular section: ASTM A500, grade B. A'1 bolts: ASTM A-3071
A-325, type X.
2. Ali fabrication, erection and detailing shall be in accordance with the
latest edition of the "Manual Of Steel Constructice of the American
Institute Of Steel Construction.
3. AB welding by WABO certified welders in accordance with the
„Welding Handbook" by the American Welding Society.
4. All welds 3/16" min continuous fillet welds using ASWA5, E70XX
electrodes.
S. Provide washers on all bolted connections.
6. All steel not embedded in concrete or masonry shall receive one shop
coat of an approved primer paint. Apply two coats of heavy asphaltic
paint to all steel exposed to earth.
7. Furnish complete shop drawings prior to fabrication
I. Miscellaneous
1. Contractor shall verify all site conditions and dimensions in field.
2. Provide temporary bracing as required until all permanent
connections and stiffening have been installed.
3. Verify size and locations of all openings in floor, roof and walls and
coordinate with electrical and mechanical work.
4. Pre -fabricated items shall be handled and installed in accordance
with manufacturers' recommendations. Pre -fabricated
assemblies shall be coordinated with any as -built conditions by the
contractor regarding dimensions, clearance and applicable building code
requirements.
5. All HVAV equipment shall be determined by owner and/or
contractor specific to this project and comply with all applicable codes.
Performance data and distribution layout shall be provided by
mechanical subcontractor. Submittals shall be coordinated by the
contractor as required by the Building Official.
6. it is the intent of these drawings and specifications to comply with the
requirements of the applicable Building Code and all other relevant codes
and ordinances. Any discrepancies, omissions or errors shall be brought
to the attention of the designer for clarification or correction before
beginning the work. It is the responsibility of the general contractor to
seek clarification or correction if needed.
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HEADER AS SPECS:
2X
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JAMBSIZEDk �' v lUKVVfLA
WALL T19CKt6ESS
TRACK
STOP.MAY 8E APR 2 4 2019
GARAGE r3oaR
FITTED WITH SEAL
TRACK • MOUNTS
StDIDKd PANEL
70 CASWG
TRIM
JAMS
JAMBD
STOP
ROLLERS MOUNTED
TO GARAGE DOOR
$CONCRETE
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APAOIIJ
FOUNDATION AS $PEG'D.
EXPANSION JNMATERIAL DEC.22 2M9