HomeMy WebLinkAboutPermit D19-0355 - FAZIO RESIDENCE - RELOCATE PORTABLE SHEDFAZIO RESIDENCE
11705 40TH AVE S
019-0355
Parcel No:
Address:
0
��^� °�� ^U
~~���� ��: Tukwila
Department of Community Development
630OSouth:enterBoulevard, Sube#1OQ
Tukwila, Washington 98288
Phone: 206-432-3670
Inspection Request Line: 206-438'9350
Web site: http:/Jwww.TukwilaWA.gov
7]4O6OU2SO
Project Name: FAZIO RESIDENCE
DEVELOPMENT PERMIT
Permit Number: D19-0555
Issue Date: 12/30/20I9
Permit Expires On: 6/27/2020
Owner:
SIRES LYNNK
117U54OTHAVES,S[ATTLE,WA,
98168
Contact Person:
Name: LYNNFAZK] Phone: (206)972-7349
Address: 1170S4OTHAVES,TUkVV|U,WA,
98168
Contractor:
Name: OWNER AFFIDAVIT Phone:
Address:
"I
License No: Expiration Date:
Lender:
Name:
OWNER FUNDED
"I
DESCRIPTION OF WORK:
A PRE-MANUFACTURED/PORTABLE SHED WILL BE DROPPED OFF AND PLACED ON DESIGNATED AREA IN
DRIVEWAY PER PLANNING DEPARTMENT. WILL BE CHANGING THE OPENING FROM 9'X7'TO 6'X 6'.
Project Valuation: $1I500.00
Type nfFire Protection: Sprinklers: NO
Fire Alarm: NO
Type ofConstruction: V8
Electrical Service Provided by: TUKVV|LA
Fees Collected: $864.50
Occupancy per IBC: U
Water District: TUKW/|LA
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
Z0l5
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
VVA[Z9G4§B:
WA State Energy Code:
2017
ZOD
2017
2015
Public Works Activities:
Channclia4ion/SthpinQ:
[urb[ut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
HauUno/OvenizeLoad:
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: 0 Fill: O
Number: O
No
� �
Date�����[���-�� �
|hearbycertify that | have read ad. aminedthis permit and know the same tobetrue and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree tothe conditions attached tothis permit.
Signature:
Date:
This permit shall become null and void ifthe work isnot commenced within l80days for the date ofissuance, mrif
the work is suspended c>r abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: 'BUILDING PERMIT OOND[OONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
]: All permits, inspection record card and approved construction documents shall hekept otthe site nfwork
and shall be open to inspection by the Building inspector until final inspection approval is granted.
4: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
S: Notify the City ufTukwila Building Division prior toplacing any concrete. This procedure is in addition to
any requirements for special inspection.
6: All wood toremain in placed concrete shall betreated wood,
7: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
8: Remove all demolition rubble and loose miscellaneous material from lot nrparcel ofground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
onsatisfactory completion ofthis requirement,
9: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. Acopy
can beobtained atCity Hall inthe office nfthe City Clerk.
10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City nfTukwila Building Department (Z0h'4]l'367O).
11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
12: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0201 FOOTING
0409 FRAMING
0413 WALL SHEATHING/SHEAR
C k 3
CITY OF TUKWLI
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No.
Project No.
Date Application Accepted: / P7
Date Application Expires: S
For o ice use onl
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:
Tenant Name:
tG
King Co Assessor's Tax No.: 1S 1110 (000150
Suite Number: •••""-- Floor:
PROPERTY OWNER
Name: li iv (,)vi:ko
Address: MOS ADAt> ic\it G,
City: —cv,k4bw/4, State: vAA Zip: Omit
CONTACT PERSON — person receiving all project
communication
Name: a,,,,,,,
rk
Address: \\TM AcitP *Nti 4
City: /rvilk.4 fr State: vav
Zip'/
Phone:
Email: \ \A N\ 0;v6A e Atdcwo,
vl
GENERAL CONTRACTOR INFORMATION
Company Name: oLc Attptet ?0(ttiOte, .6 Up ,
Address: V 0, "."-,y. itoikx
City: CUAA:A- ntVarl State: y Zip:,
Phone: sm _ c; v.A.c.,_ IA Fax:
Contr Reg No,: f\ Exp Date: NA)
Tukwila Business License No.: . , ',, ' 't
kbo- \Q't g\e alloYIVA
New Tenant: 11 Yes Li .. No
ARCHITECT 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/130filD ISSUED (required for projects $5,000 or
greater per RCW 19.27.095) .....----
Name:
°
Address:
tk
01ie
,
City: ,,,,-
i
State:
ZiPb14Aiti(Z(
H: \Applications \Fonns-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
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Page 1 of 4
BUILDING PERMIT INFORMA1\...1— 206-4 -3670
Valuation of Project (contractor.'s bid price): $
Existing Building Valuation: $
Describe theseope o'f work (please provide detailed information):
10C-
CO%(.4.2 -1() ckeli
Ttvi.s.iffL -kw.?
latteA tx> r
afklAtz't )
Vit 0
Will there be new rack storage?
\la vet tzr orf (No?
..No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
I' Floor .
2"d Floor
3'd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
DetachechGarage.tVW
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, rovide the following:
Lot Area (sq ft): Floor area of principal dwelling: r\164--- Floor area of accessory dwelling:
*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: CAL..) Compact: I) k 1,1,-J Handicap:
Will there be a change in use? El Yes 0 No If "yes", explain: c\A•6(-2
FIRE PROTECTIONMAZARDOUS MATERIALS:
0 Sprinklers 0 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 I I " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
T P
0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
HAApplications\Forms-Applications On Line \2012 ApplicationsTermit Application Revised - 2-7-12.docx
Revised: February 2012
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Page 2 of 4
PUBLIC WORKS PERMIT INFOITION — 206-433-0179
Scope of Work (please provide detailed information):
District
.. Tukwila 0 ...Water District #125
.. Water Availability Provided
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
... • Hight Highline
❑... Renton
Sewer District
❑ .. Tukwila $...Valley View ❑... Renton 0... Seattle
❑ .. Sewer Use Certificate 0 ...Sewer Availability Provided
Septic System: 06.)
❑ 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):
❑ .. Civil Plans (Maximum Paper Size — 22" x 34")
❑ .. Technical Information Report (Storm Drainage)
❑ ., Bond 0...Insurance 0... Easement(s)
Proposed Activities (mark boxes that annlv):
❑ .. Right-of-way Use - Nonprofit for less than 72 hours
❑ .. Right-of-way Use - No Disturbance
❑ .. Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
❑ .. Total Cut
❑ .. Total Fill
cubic yards
cubic yards
❑ .. Sanitary Side Sewer 0..
❑ .. Cap or Remove Utilities ❑..
❑ .. Frontage Improvements ❑,..
❑ .. Traffic Control ❑..
❑ .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ ... Geotechnical Report
O ...Maintenance Agreement(s)
❑ .. Traffic Impact Analysis
❑ .. Hold Harmless — (SAO)
❑ .. Hold Harmless— (ROW)
❑ ... Right-of-way Use - Profit for less than 72 hours
0...Right-of-way Use — Potential Disturbance
0...Work in Flood Zone
O ...Storm Drainage
. Abandon Septic Tank
. Curb Cut
. Pavement Cut
. Looped Fire Line
❑ .. Permanent Water Meter Size (1)
❑ .. Temporary Water Meter Size (1)
❑ .. Water Only Meter Size
❑ .. Sewer Main Extension Public 0
❑ .. Water Main Extension Public 0
71
0...Grease Interceptor
❑... Channetization
❑...Trench Excavation
0...Utility Undergrounding
WO # (2) " WO # (3)
WO # (2) " WO # (3)
WO # ❑ .. Deduct Water Meter Size
Private 0
Private 0
" WO#
„ WO#
17
FINANCE INFORMATION
Fire Line Size at Property Line
Number of Public Fire Hydrant(s)
❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
State
Water Meter Refund/Billing:
Name:
Mailing Address:
City
Zip
Day Telephone:
City
State
Zip
W Apptications\Forms-Applications On Line \2012 Applicatians\Permit Application Revised - 2-7-I2.docx
Revised: February 2012
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Page 3 of 4
PERMIT APPLICATION NOTES
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will 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
requested in writing and justifiable cause demonstrated. Section 105.3.2 Intemational 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 OWN R OR AUThOJZED AGENT:
t
Signature:
Print Name:
Mailing Address:
DatriA9 +-- ‘k
Day Telephone: ')-Dicv 09— eVbill
Cty State 61$10
HAApplicationsWorms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12 docx
Revised: February 2012
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Page 4 of 4
Receipt Number
DESCRIPTIONS ,
PermitTRAK
,
I ACCOUNT I QUANTITY
I
PAID
I
$661.70
D19-0355 Address: 11705 40TH AVE S
Apn: 7340600250 .
$661.70
DEVELOPMENT
$630.50
PERMIT FEE
R000.322.100.00.00
0.00
$312.00
PERMIT FEE
R000.322.100.00.00
0.00
$312.00
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$6.50
TECHNOLOGY FEE
$31.20
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R19410
R000.322.900.04.00
0.00
$31.20
$661.70
Date Paid: Monday, December 30, 2019
Paid By: LYNN FAZIO
Pay Method: CHECK 1302
Printed: Monday, December 30, 2019 1:09 PM 1 of 1
CR
SYSTEMS
DESCRIPTIONS
ACCOUNT
QUANTITY I PAID
PermitTRAK
202,80
D19-0355 Address: 11705 40TH AVE S Apn: 7340600250
202.80
DEVELOPMENT
PLAN CHECK FEE
R000.345.830,00.00
0.00
$202,80
$202.80
OTAL FEES PAID BY RECEIPT: R18987
$202.80
Date Paid: Monday, November 04, 2019
Paid By: LYNN FAZIO
Pay Method: CHECK 1297
Printed: Monday, November 04, 2019 12:07 PM 1 of 1
YSTEMS
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
A. 1
Project:
/5410/0
Type of n p ction:
fiii/4000/6-
TO- L,
Address:
//705- 0977/ A4 -5—
Date Called:
'Special Instructions:
Date Wanted:-
a.m.
p.m.
Requester:
Phone No:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
AffizoVAT
471.-tewoR/
4/,42- .sx*A-771/N6-
9iIa49i4/6- ,<ps/ftz_
I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter BLvd.. Suite 100. Call to schedule reinspection.
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SEPARATE PERMIT
RE UIRED FOR:
Mechanical
Electrical
Plumbing
Ei Gas Piping
City of Tukwila
BUILDING DIVISION
Art.LZALAdrU
REVISIONS
No cles snail LIE ma,fe o tne scope
of WOR WIMOUI 3;-)DrOv3l OT tne
Tukwila Building Divison
NOTE: Revisions wili reauire a new olan
submittal an rnav include 3a1itiona! dien review
64 *1310V° --c-)0
Yti sf FILE
Permit No.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 22 2019
City of Tukwila
BUILDING DIVISION
710
Plan review appoval is subject to errors and
omissions. Approval A construction documents does
lot authorize the vioialion of any a000ted cooe or
ordinance Receipt of approved Field Copy and
ditions is a !edged:
i0
By.
Date:
‘41
City of Tuwtia
BIJII DING DIVISION
RECEIVED
CITY OF TUKWILA
NOV 0 4 2019
PERMIT CENTER
Dri -0 555
King Coun
34 060 02 00
S 117th St
3406001E 0
41915
p40600260
40600261
3406002 4j1 r 1 REVIEWED F
CODE COMPLIA
APPROVED
the ir6dtrt�im Inctded an #ris reap Ice been ocmpitad by King Ccurty tuff kvn a veaay of sources and is
subject dtange sAthatd notice. King County males ro repesentetims or werrandes, cgs me or Inpled,
as to accurecy. oompieeeetesa ltmalneee, or lights to the use of such Ilfarrrrtlen. This domment Is not Intended
tr use as a sunrayprad,ct. Khg County stud not be lade for any general special, Indirect, Incident*, or
at damagasindatgig, but not In to, lost revenues or lost molts resulting ttamthe use or mouse
d the inronrleHon coat nod m this mtp. Any acne of this map or Flimflam an Ibis maplepolluted
wrlI n pernutdan d King Courty.
t)ate: 3t17I2019 �� ✓
NOV 2 2 20
BUILDING DIVIS
King County Assessor's Office, King Co my GIS Center, King Cou
county Assessor# i€ ff V F4 fty IS Canter
CITY OF TUKWILA
NOV 0 4 2019
PERMIT CENTER
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REVIEWED FOR
ODE COMPLIANCE
APPROVED
0222019 Kin
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County Assessor's Ohs, King County GIS ; C nt
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CITY OF TUKWILA
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'7161-03D PERMIT CANTER
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CODE CR
TERIA:
THE CONTRACTOR/MANUFACTURER SHALL COMPLY
WITH THE FOLLOWING CODES AND ALL APPLICABLE
AMENDMENTS/SUPPLEMENTS:
1, INTERNATIONAL BUILDING CODE, 2015
PROJECT NOTE:
THIS BUILDING IS NOT DESIGNED FOR HUMAN
HABITATION AND DOES NOT HAVE WATER, SEWER,
ELECTRICAL OR HVAC SYSTEMS. THIS BUILDING IS
DESIGNED AS A MINOR STORAGE OCCUPANCY ONLY,
GENERAL NOTES:
1. STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE
WITH THE INTERNATIONAL BUILDING CODE, 2015.
2. ALL MATERIALS AND LABOR SHALL BE IN
ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER
APPLICABLE LOCAL CODES AT THE TIME OF
MANUFACTURE,
3. DRAWINGS SHALL NOT BE SCALED FOR
DIMENSIONS,
4, STRUCTURES ARE CLASSIFIED AS "MINOR STORAGE
FACILITIES" (OCCUPANCY CATEGORY I) AND SHOULD
NOT BE USED FOR HUMAN HABITATION.
7R*mi53S
5. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT
HAVE A 3 SECOND WIND GUST OF 150 MPH (MAX).'
STRUCTURES SHOULD NOT BE USED IN OTHER
LOCATIONS,
6, STRUCTURES ARE DESIGNED FOR LOCATIONS WITH
A SURFACE ROUGHNESS CATEGORY B AND A
TOPOGRAPHICAL FACTOR OF 1.0, STRUCTURES
SHOULD NOT BE USED IN OTHER LOCATIONS,
7, STRUCTURES SHOULD HAVE METAL ROOF OR
OPTIONAL 25 YEAR RATED FIBERGLASS/ASPHALT
SHINGLES WITH 1 LAYER OF 15 LB ROOFING FELT.
8. ALL STUDS, RAFTERS, COLLAR TIES, AND TRUSS
CHORDS ARE SPF #2, U.N.O.
9. ALL EXTERIOR DIMENSIONAL WOOD IS TO BE.
PRESSURE TREATED.
10, ALL ROOF DECKING IS TO BE 46 0,S,B, 24/16
RATED.
11, ALL SIDING 15 TO BE DURATEMP SIDING W/ 50
YR LTD MFG WARRANTY.
12. ALL FLOOR JOISTS ARE TO BE P,T, SYP #2.
13. ALL EXTERIOR NAILS ARE TO BE HOT DIPPED
GALVANIZED,
14, ALL INTERIOR FLOOR DECKING IS TO BE %"
PLYWOOD. EXTERIOR TO BE 54' P.T.
15. ALL SKIDS ARE TO BE 4x6 P.T, SYP, RATED FOR
GROUND CONTACT;
16, THE STRUCTURE HAS BEEN DESIGNED TO RESIST
LOADS AS A COMPLETED STRUCTURE ONLY,
APPLICATION OF CONSTRUCTION LOADS TO THE
PARTIALLY COMPLETED STRUCTURE SHALL BE
CONSIDERED BY THE CONTRACTOR AND INCLUDED IN
THE DESIGN OF SHORING, BRACING, FORM WORK, AND
OTHER SUPPORTING ELEMENTS PROVIDED FOR
CONSTRUCTION OF THE STRUCTURE.
17. NO FIELD SUPERVISION 0R CONSTRUCTION
ADMINISTRATION WILL BE PROVIDED BY THE ENGINEER,
DES
GN CRITERIA:
BUILDING SIZES:
1, INTERNATIONAL BUILDING CODE 12' NOMINAL WIDTH"
2015 ""NOTE:(11'-2 ACTUAL
2. DEAD LOADS;
FLOOR; 10 PSF
LOFT: 5 PSF
ROOF: 10 PSF
3. LIVE LOADS;
FLOOR: 40 PSF
LOFT: 10 PSF
ROOF: 40 PSF (NON —REDUCIBLE)
4. SNOW LOADS;
ROOF SNOW LOAD, 4Dpsf (EQUIVALENT
TO 60 PSF GROUND SNOW LOAD)
SNOW EXPOSURE FACTOR, Ce=1,0
SNOW LOAD IMPORTANCE FACTOR, 1=0,8
THERMAL FACTOR, Ct=1.2
1
14' NOMINAL WIDTH""
"NOTE(13'-0 ACTUAL)
14'x20'
14'x24'
14'x28'
14'x32'
14'x36'
5, WIND LOADS; EETS:
INDEX OF S
BASIC WIND SPEED, V=150 MPH S—O—LG — COVER SHEET
— FOUNDATION PLAN
— UPLIFTANCHO E4 '!
FRAMING LAN
BUILDING SECTIONS
S—S—LG — ELEVATIONS
S-6—LG — NAILING PATTERN
S-7—LG — DETAILS
S-8—LG — DETAILS
RISK CATEGORY = I LS-1—LG
WIND EXPOSURE C
WIND LOAD IMPORTANCE FACTOR = 1.0 S-3—LG —
C&C ROOF —ZONE 1=23.3, —37.0 psf S-4—LG —
C&C ROOF —ZONE 2=23.3, —64.5 psf
C&C ROOF —ZONE 3=23.3, —95.4 psf
C&C WALL —ZONE 4=40,5, —43.9 psf
C&C WALL —ZONE 5=40,5, —54.2 psf
6. SEISMIC LOADS:
THIS STRUCTURE IS EXEMPT FROM
SEISMIC DESIGN PER EXEMPTION 3 OF ASCE
7-10, SECTION 11.1.2
TENS BY OTHERS:
THE FOLLOWING ITEMS ARE NOT PROVIDED BY
RAILROAD CONSULTANTS, PLLC AND ARE TO BE
DESIGNED BY OTHERS IF APPLICABLE AND ARE TO
BE SUPPLIED AND INSTALLED BY OTHERS. THESE
ITEMS MAY BE SUBJECT TO LOCAL JURISDICTION
APPROVAL. RAILROAD CONSULTANTS, PLLC IS NOT
RESPONSIBLE THESE ITEMS,
1, RAMPS, STAIRS, AND GENERAL ACCESS
2: ELECTRICAL SERVICE HOOKUP
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 22 2019
City of Tukwila
BUILDING DIVISION
LOFTED BN 2015
s
RAILROAD CONSULTANTS, PLLC
718B SOUTH CHURCH STREET
MURFREESBORO, TN 37130
PHONE: (615)663.1142
G, IMIC1iLAN D
POR'IABI,F
*tilt.UINCS"
GRACELAND PORTABLE
BUILDINGS, LLC
7 HWY62 WEST
BARDWELL, KY 42023
PHONE: (866) 574-744
GG
SCALE: 1/41'-0
w
20'-0" TO 36'-
SEE SHEET S-0 FOR INCREMENTS
C/C OF OPTIONAL
CUSTOMER PIER
6'-0 MAX, TYP
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FOUNDATION PLAN
FOUNDATIOV,
1, THE MINIMUM ALLOWABLE SOIL BEARING CAPACITY 15 1500 psf,
2, FOOTINGS, WHEN USED IN LIEU OF DIRECT PLACEMENT OF THE TREATED SKID ON THE GROUND SHALL BE CARRIED TO AN ELEVATION LOWER
THAN THOSE SHOWN ON THE DRAWINGS IF REQUIRED TO REACH SUITABLE SOIL,
3. FOOTINGS SHALL BE PLACED ON SUITABLE SOIL THAT MEETS DESIGN ASSUMPTIONS.
4, FOUNDATION MATERIALS AND LABOR IS PROVIDED BY CUSTOMER,
5. SHED IS DESIGNED TO ALSO BE PLACED ON FLAT, LEVEL GROUND DIRECTLY ON THE SKIDS,
6. ANCHOR/TIE—DOWNS ARE THE RESPONSIBILITY OF THE CUSTOMER AND MUST CONFORM TO LOCAL CODES, SEE SHEET S-2 FOR DETAILS,
7, DIRECT SKID TO GROUND POSITIONING OR TREATED WOOD BLOCKING MAY BE SUBSTITUTED SUBJECT TO CUSTOMER'S CHOICE OF "SET—UP" BUT IS
SUBJECT TO LOCAL CODE REQUIREMENTS.
MAXIMUM OF ONE (1) 8"x6x16"
CONCRETE MASONRY UNIT ON
(1) 4"x16"x16" CONCRETE PAD.
MAXIMUM BUILD UP HEIGHT= 16",
MIN DIMENSIONS OF BEARING AREA
15 16"x16".
OUTSIDE 4x6 PT SKID
(REQ'D FOR 12' St 14'
NOMINAL WIDE BUILDINGS)
INSIDE 4x6 PT SKIDS
R
EQ,ps,T�, R� p FOR
v�
(M�f V V ` CO LIAN vE
APPROVED
JOISTS NOV 22 2019
City of Tukwila
BUILDING! �,�.ON
CMU
MORTAR
GROUT
8"x16" SOLID
`CAP BLOCK
8" CMU PIER
(1 COURSE MAX)
416"x 16'
PRECAST
CONCRETE PAD
FLAT, LEVEL
EXCAVATION
FREE OF DEBRIS
OP ONAL CUSTOMER
PEER DETAIL
f'm = 1,500 PS!
f'm = 1,900 PSI
f'm = 3,500 PSI
CONCRETE:
1, MATERIALS (COMPRESSIVE STRENGTH AT 28 DAYS)
FOOTINGS 3,000 P51
FOOTINGS AND EXTERIOR CONCRETE SHALL BE AIR —ENTRAINED
OFTED BN GARAGE-41H 150MPINFIBC 2015
CCN5U2aNTS
RAILROAD CONSULTANTS, PLLC
718B SOUTH CHURCH STREET
MURFREESBORO, TN 371
PHONE: (615) 663-1142
(1 RAiC1LJ) N,D
PORTLRBIY
TBU.LUDINGS*
CELAND PORTABLE
UILDINGS, LLC
7HWY62WEST
WELL, KY 42023
NE: (866) 574.7446
02
SHEET NUMBER
8.11.1.0
SALE, 1/4%01-0
OPTC\AL CUSTOMR»A\
C/C OF OPTIONAL
CUSTOMER PIER OR
BLOCKING
6'-0 MAX, TYP
BLDG TIE -DOWN (by CUSTOMER REQ'D FOR ALL BLOCS)
LOCATED AT EACH CORNER OF TN; 'UILDING
AND SPACED NO GREATER THAN_6 .ZLP1 ALONG
THELONG SIDE F T F RUII NIN . PURSUANT TO LOCAL CODE
I1
III
1
egamo
JJ
BUILDING TIE DOWN PLAN
1
oR/T
DOWN
LA
A\VViCtuVi Anoft)
0.(;,eA 4\,( kvir
ANCHOR/TIE DOWN PLAN NOTES:
1, ANCHOR/TIE DOWN INSTALLATION IS THE SOLE RESPONSIBILITY OF THE CUSTOMER AND MUST MEET LOCAL CODE REQUIREMENTS.
2. A CUSTOMER CAN PURCHASE THEIR OWN ANCHOR/TIE DOWNS OR MAKE ARRANGEMENTS (SUBJECT TO AVAILABILITY) WITH THEIR LOCAL DEALER FOR ANCHORS,
HOWEVER, GRACELAND PORTABLE BUILDINGS, LLC DOES NOT INSTALL NOR ACCEPT ANY RESPONSIBILITY FOR GROUND PERPARATION OR ANCHOR/TIE DOWN INSTALLATION,
3. ANCHORS SHALL BE INSTALLED PER MANUFACTURE'S RECOMMENDATIONS.
4, ANCHORS AND STRAPS INCLUDING THE INSTALLATION SHALL MEET THE REQUIREMENTS OF APPENDIX E OF THE INTERNATIONAL RESIDENTIAL BUILDING CODE,
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 22 2019
City of Tukwila
BUILDING DIVISION
LOFTED BN 2015
RALRCAD
RAILROAD CONSULTANTS, PLLC _
718E SOUTH CHURCH STREET
MURFREESBORO, TN 37130
PHONE: (615) 663.1142
GRICGId\N1)
PORT,1R1 I
BUILDINGS'
GRACELAND PORTABLE
BUILDINGS, LLC
6807 HWY 62WEST
BARDWELL, KY42023
PHONE: (866) 574-7446
PN0ET NO: 14017
OATBt 07-01-17
OIOIMM if: JGG
Me DBG
02
SHEET NUMBER
SCALE; 1/41'-0
0
[,J
LJ
uJ
0
0
. . a m I_.I I iit 11J II
20'-0" TO 36'-0'(SEE SHEET S-0 FOR INCREMENTS)
IF 1... 1
(2) 5'-0 LOFTS FOR BUILDINGS 20' TO 24'
LCFT
(2) 8'-0 LOFTS FOR BUILDINGS OVER 24' TO 36'
(OPTIONAL ON GARAGE DOOR END)
IF THE LOFT 6 LEFT OFF OF THE GARAGE END OF THE BUILDING,
FOR BUILDINGS 24' OR LONHR, 2x6 COLLAR TIES MUST BE ADDED
TO THE TRUSS AT THE FIRST JONT,
2"x4" WALL STUDS @ 16" 0.C. (TYP)
DOUBLED AT 48" 0.0 FOR DURATEMP SIDING
JOINT FASTENING (TYP)
%" PLYWOOD
24')N.36"H WINDOW (TYP)
11111
. m r r- 112-1 a . Jii . 1I
GREATER THAN
FLOOR PLAN
FLOOR PLAN aOTE5',
1) BUILDINGS SHALL BE LESS THAN 400 SQUARE FEET
2) INSTALL %" FLOOR SHEATHING WITH LONG DIMENSION SPANNING
JOISTS, STAGGER JOINTS,
3) FASTEN %" FLOOR SHEATHING WITH 2" RING -SHANK NAILS 6"
0.C,
OTHER FRAMING NOTES:
1) 2x4 UPPER TOP PLATE W/ (2) 3"x0.1200 NAILS AT 16" 0.C, TO
2x4 LOWER TOP PLATE.
9'-081x7'-OH OVERHEAD ROLL -UP
ALUMINUM GARAGE DOOR UNIT
ROOF FRAMING NOTES;
1) INSTALL 746" ROOF SHEATHING WITH LONG DIMENSION SPANNING
TRUSSES.
2) FASTEN 146' ROOF SHEATHING WITH 2" RING -SHANK NAILS 0 6"
0,0.
(1) BEVELED 2x8 FITTED TOP PLATE OVER
(1) 2x4 TOP PLATE SIDE WALLS
(2) 2"x4" TOP
PLATE END-,
WALL (TYP)
RIDGE LINE
WALL
BELOW (TYP)
1 A
ROOF TRUSSES
AT 24 0,C,
VV/ 746" OSB ROOF DECKING
1
0
OOF FRAMINq
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 22 2019
City of Tukwila
BUILDING DIVISION
LOFTED al GARAGE-Aki\--V 150MPH--IBC 2015
RAILROAD CONSULTANTS, PLC
718B SOUTH CHURCH STREET
MURFREESBORO, TN 37130
PHONE: (615)663-1142
C,RACELAND
PoR 1 kill.'
GRACE1AND PORTABLE
BUILDINGS, LC
7 HWY 62 WEST
BARDWELL, KY 42023
PHONE: (866) 574.7446
PuEcr Kt 14017
07-01-17
DRAW It je,G
accid
DBO
RENON: 02
SHEET NUMBER
8-3-1.G
SCE: 1 /411.1'-0
12
20,81
2x4 STUDS 0 16"
W/ DOUBLE STUD
0 48" 0.C.
2x4 BOTTOM PLATE
(4) 4x6 PT SYP SKID
7AB' 0S8 DECKING
W/ METAL ROOF (FIBERGIASS/ASPHALT
SHINGLES ARE OPTIONAL)
12 2x6 COLLAR TIES IF
4 OPTIONAL LOFT IS OMITTED
VARIES
4-0 CLR VARIES
11'-2: OR 1.3-.0" (ACTIJAL)
6 TRUSS 4) 24" 0,C,
FOR
CODE COMPLIANCE
APPROVED
NOV 22 2019
City of Tukwila
BUILDING DIVISION
746 0S8
2/(6 LOFT JOISTS
0 24" 0.C, (SEE
NOTES BELOW)
%" TRTD PLYWOOD
DECKING
2x6 TRTD FLOOR
JOIST 12" 0.C,
-r
"v2
LhCO
31
%" T-111 OR
DURATEMP SIDING
2x4 STUDS 16"
W/ DOUBLE STUD
0 48" 0,C,
2x4 BOTTOM PLATE
BUILDING SECTIONS
4x6 PT SYP SKID
/\e6 (LA 6A0m k)(\r\e)
atkA
Air‘i) V\ a‘vor
VARIE
74s" OSB DECKING
/ METAL ROOF (FIBERGLASS/ASPHALT
SHINGLES ARE OPTIONAL)
'1-0" CO?
11.-2" OR 13'-0'
VARIES L'2
x6 TRUSS 0 24" 0„
oc
W3" TRTD PLYWOOD
DECKING
2x6 TRTD FLOOR
JOIST @ 12" 00,
12' & 14 (OMINAL) mix QARA9 ENDWALL
LE=
1) OPTIONAL LOFT SHALL HAVE THE SAME OPENING HEIGHT AS THE GARAGE.DOOR,
2) IF THE OPTIONAL LOFT IS OMITTED, THEN 2x6 COLLAR TIES MUST BE PROVIDED ON ANY
BUILDING 24' AND GREATER IN LENGTH,
LOFTED DI GARAGE1A- 150UPH--11BC 2015
RAILROAD CONSULTANTS, PLLC
718B SOUTH CHURCH STREET
MURFREESBORO, TN 37130
PHONE: (615)663-1142
(11LACKANI)
l'OR PAOLI,
BUILDINGS'
PORTAB
INGS, LLC
62 WEST
BARDWEL, KY 42023
PHONE: (866)574-7446 egott 02
14017
NU BEN
1/411-0
ENQ ALL ELEVATIQ
METAL ROOFING OR OPTIONAL
25 YEAR FIBERGLASS
SHINGLES OVER (1) LAYER
OF 15 LB FELT PAPER
OVER 7,46" OSB SHEATHING
(SEE NOTES FOR MORE INFO)
1 "x4" PT TRIM (TYP)
DURATEMP SIDING W/
50 YR LTD MFG
WARRANTY
2x6 TREATED FLOOR
JOIST (INSIDE)
i
REVIEV
CODE CO
3'-0 x 6'-0 DOOR
RIDGE VENT WITH SCREEN
9'-0Wx7'41 OVERHEAD ROLL -UP
ALUMINUM GARAGE DOOR UNIT
24"Wx36"H WINDOW (TYP)
PT S4PIAD ED
NOV 22 019
City of Tukwila
BUILDING DIVISION
D
ELEYATIO,
rud
END WALL ELEVATIQN 2
1 "x4" PT TRIM (TYP)
5D9FING AND UNDERLAYMENT NOTES;
1) PROVIDE A RIDGE VENT TYPICAL WITH INSECT SCREEN.
2) METAL ROOFING SHALL BE 29 GAUGE METAL IN ACCORDANCE WITH ASTM A 924 OR ASTM A
924M OVER OS8 SHEATHING,
3) PROVIDE 29 GAUGE RIDGE CAP, EAVE TRIM AND RAKE TRIM.
4) INSTALL AND FASTEN METAL ROOFING PER MANUFACTURER'S INSTRUCTIONS FOR WIND LOADING.
5) OPTIONAL SHINGLES SHALL BE IN ACCORDANCE WITH ASTM O 7158 TYPE H OR ASTM D 3161F
TYPICAL.
6) INSTALL 1 LAYER OF 15 LB ROOFING FELT, START WITH A 19" WIDE STRIP PARALLEL WITH
AND STARTING AT EAVES FASTENED SECURELY TO HOLD IN PLACE. START AT EAVE WITH A 38"
WIDE SHEET WITH OVERLAPPING SUCCESSIVE SHEETS BY 19 FASTEN UNDERLAYMENT WITH
CORROSION -RESISTANT FASTENERS PER MAUFACTURER'S INSTRUCTIONS AND SPACED A MAXIMUM
OF 36" APART,
LOFTED B
GARAGE--WA-
RAILROAD CONSULTANTS, PLLC
718E SOUTH CHURCH STREET
MURFREESBORO, TN 37130
PHONE: (615) 683.1142
(K1lb1,ANU
1t,11101r i.,N1
V:15OMP
GRACELAND PORTABLE
BUILDINGS, LLC
M,17 HWY 62 WEST
BARDWELL, KY 42023
PHONE: (868) 574.7446
PRQIECT
i--IBC 201
14017
01-01-17
COO rf. DBG
REVISION:
02
SHEET NUMBER
805.11G
SCALE 1/41'-0
c,)
8d NAILS %" DOWN FROM
TOP EDGE EVERY 4" STRIP
ad NAILS 6" 0,C,
ON VERTICAL EDGES
8d NAILS AT 12" 0.C. 0 EACH
INTERIOR STUD (16" APART)
(2) 8d NAILS ' 4" FROM
BOTTOM EVERY 4" STRIP
(1) a4
PLATE 4SEWED FOR
PLATE ®� O.C.
STRIP CODE COMPLIANCE
APPROVED
WALL SHEATHING (NAIL PATTERN)
NOV 221019
City of Tukwila
BUILDING DIVISION
2" RING SHANK NAILS 3" 0.C,
EDGES AND JOINTS
FLOOR SHEATHING (NAIL PATTERN)
2" RING SHANK NAILS 6" 0,C.
® EACH JOIST (12" APART)
LOFTED BN GARAGE1AV:150MPHIBC 2015
COr®I,I ANt'i
RAILROAD CONSULTANTS, PLLC
7188 SOUTH CHURCH STREET
MURFREESBORO, TN 37130
PHONE: (615) 663-1142
(IR.ACF1.AN[)
PORT UII 1
MANGY
1-^
GRACELAND PORTABLE
BUILDINGS, LLC
7HWY62WEST
BARDWELL, KY 42023
PHONE: (866) 574-7446
PROW Kt 14017
07-01-17
DRATIer JGG
RfV1901k 02
SHEET NUMBER
SCALE 1/2'10
2x4 STUD
(ENDWALL)
(2) 2x4 STUDS
(SIDEWALL)
(2) 3"x0.1200 NAI
® 12" O,C.
3"x0.1200 NAILS
12" O,C.
1-CORNER DETAIL
CH MACHINE CH2O
2"x6" STRUCTURAL
MENDING PLATE
(EA SIDE)
2-TRUSS SPLICE DETAIL
NOTE:
ALL MEMBERS
ARE 2x4
3-1YP WINDOW FRAMING
746" LOFT DECKING
TRUSS TO WALL CONNECTION
SIMPSON H2.5A W/ (5)
8d 14" NAILS EACH END
OF CLIP (NOT SHOWN)
(5) 3"x0,1200 NAILS
LOFT JOIST TO TRUSS
(4) 3"x0.1200 NAILS
TOE -NAILED TO TOP
PLATE ® EA TRUSS
(3) 3"x0.1200 NAILS TOP
PLATE TO EACH STUD
(6 TOTAL)
(6) 3"x0,1200 NAILS
2 EACH ROW
2x6 LOFT
JST ® 24"
2x4 AT CORNERS
ONLY (TYP)
2x4 STUDS
NOTE: INSTALL H2.5A PER MANUFACTURE'S
RECOMMENDATIONS
4-CORNER & WALL DETAIL
2x6 ROOF TRUSS 0 24" O.C.
�74 " LOFT DECKING
1 "x4" TRIM (SEE ELEVATIONS)
(5) 3"x0.1200 NAILS LOFT JOIST
TO TRUSS TYPICAL EACH END
(1) 3"x0.1200 NAIL ® 8" O,C,
LOFT JOIST TOE -NAILED TO
TOP PLATE
REVIEWED°
CODE COMPLIANCE
APPROVED
NOV 22 2019
ATHING
6 ROOF SHEATHING
5 END WALL DETAIL
TOP PLATE
OSB
HEADER
CRIPPLE 2x4 STUD - NAIL TO
STUD W/ 3"x0,1200
NAILS AT 8" 0.C.
(2) 3"xC.1200 NAILS 2x4
TOE -NAILED HEADER TO
DBL STUD
(2) 2x4 TOP PLATE
W/ 15" SPACER
(1) 2x4 HEADER
(2) 2x6
W/ 1i" SPACER
2x4
NOTE:
FOR 12' HIGH OR GREATER SIDEWALLS,
A 48" MAX OPENING IS ALLOWED,
6-TYP DQOR FRAMING
HEADER FOR OPENINGS
LESS THAN 48" WIDE
HEADER FOR OPENINGS
BETWEEN 46" & 72"
HEADER FOR OPENINGS
72" OR WIDER
LOFTED BN GAAGEA-_V:15OM PH- -IBC 2015
RAILROAD CONSULTANTS, PLLC
7188 SOUTH CHURCH STREET
MURFREESBORO, TN 37130
PHONE: (615) 663-1142
( R1CL[J>,n'u
PUL'i'AUI
NUILDIN(:5'
GRACELAND PORTABLE
BUILDINGS, LLC
6807 HWY 62 WEST
BARDWELL, KY 42023
PHONE: (866) 574-7446
SHEET NUMBER
8.11G
SCALE: 1'.1'
.00
SIMPSON H2,5A
(5) 0.131x1Y
EACH END OF
%" DECKING
W/
NAILS IN
CLIP
2x4 STUD
3"x0.1200 NAIL
0 8" 0.C,
2x6 RIM JOIST
I(NOT
al
(4) 3' 0.1200 NAILS
0 16" 0.C,
(6) 3"x0,1200 NAILS
EACH SIDE OF DOUBLE 2x6
JOIST ® 12" 0,C,
2x6 PT PULL BLOCK W/
(3) 3"x0.1200 NAILS INTO EACH
SKID
SIMPSON A23 CLIP
SHOWN FOR CLARITY)
2x4 STUD
3"x0,1200 NAIL
0 8" 0,C.
2x6 RIM JOIST
i* IO
(4) 3"x0,1200 NAILS
® 16" O,C.
2x6 PT PULL BLOCK W/
(3) 3"x0.1200 NAILS INTO EACH
SKID
SIMPSON A23 CLIP
(NOT SHOWN FOR CLARITY)
I,IM.
�1
2x4 PT PULL BLOCK W/
L.ir
101/11:a / 2x4 PT PULL BLOCK W
1—INNER do OUTER
1 1
SKID
(4) 3"xO,1200 NAILS TOE -NAILED
2x6 JOIST TO 4x6 SKID
DETAIL 0 EVERY JOIST
44(6 PT SYP SKID
k (2) 3"x0,1200 0 6" NAILS
-INTO 2x6 PT PULL BLOCK
(LOCATED BETWEEN MIDDLE
4x6 PT SYP SKID
h;�p �
(2) 3 z0,1200 0 6" NAILS
INTO 2x6 PT PULL BLOCK
(LOCATED BETWEEN MIDDLE
SKIDS ONLY)
3—REAR ENDWALL JOIST DETAIL
SKIDS ONLY)
2-ENTRY DOOR ENDWALL JOIST DETAIL,
TOE -NAIL - SEE APPROPRIATE
SECTION FOR NAIL SIZE
M,
kAil
/
PT 2x4x48" LAP SPLICE FASTENED
WITH (2) - 3" RING -SHANK NAILS 3" 0.C,
EACH SIDE OF SKID (24 PER 2x4)
4X6 SKID WITH 1h" WIDE x 1" DEEP NOTCHES
12„ C L AT 16" 0.C. ENTIRE LENGTH OF SKID TO
v ACCOMMODATE FLOOR JOISTS (TYP)
2x8 NOTCHED FOR SOFFIT VENT
'
I
ea
3"x7" CUT-OUT FOR SOFFIT VENT
NOTE: SOFFIT VENTS SHALL
24" MAX AND SHALL BE
THEY ARE BETWEEN TRUSSES
OF THE EAVES
0-SOFFIT
BE
SPACED
VVNIS
SPACED AT
SO THAT
ON EITHER SIDE
iiminim
IMIIII
I°. I
1111111111
5—SKID DETAIL
4—TOE—NAIL DETAIL
. _
D �
LoRIED
BN
GARAGE__A__V:15OMPH__IBC
GRACELAND PORTABLE
, 10 14417
SHEET NUMBER
RAILROAD CONSULTANTS, PLLC
1188 SOUTH CHURCH STREET
GR,iC1i1�1':U
BUILDINGS, LLCDATE
07-01-17
MURFREESBORO,TN37130
1`OR'r4fl1.F
�.��7HWY62WEST
DNA �" JGG
. .
1,G
, �
PHONE: (615) 663.1142
11111J)INC
BARDWELL, KY42023
CHM Im DM
PHONE: (866)574.7446
REsea 02
; 1"■1'
V Off: TUKWILA
NOV 0 4 2019
PERMIT CENTER
REVIEWED FOR
CODE COMPLIANCE
APPROVED
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 2 2 2019
BUICity of T
ij
,!k
1e• 1471
• * 1/4 ,
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV22 2019
City of Tukwila
BUILDING DIVISION►
Multi- Purpose Barbed Rock Anchor
424EAB J.-
-
)T24BBP
POCK)
i'8'EtEs7t6ti31°
-ii4E+Er
1 a4ofNas
24" 314" 4 2" painted
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 22 2019
City of Tukwila
BUILDING DIVISION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 2 2 2019
City of Tukwila
BUILDING DIVISION
Buckle Frame Tie44\
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 2 2 2019
City of Tukwila
BUILDING DIVISION
Galvanized Strapping
10)
ay. 5a2.15. 11
PAGE % 11
STRAP SPIKE
To lengthen strap in the field.a double crimp
seal is required. Overlap strap and use two crimp
seals evenly spaced., with 2 crimps per seal.
;d e' • !kjit'Pj'wa(d. 7V 1 '4Il ° • r.ti'fof)j 2%-1- 43 • r... .t oh* crYL'a•ihno ogres con/ • Fa (9i6- VS'
RECEIVED
CITY OF TUKWILA
INSTALLATION INSTRUCTIONS NOV 0 4 2019
GALVANIZED STRAPPING and SPLIT BOLSr
REVIEEntin CORTE
rnnG COMPLIANCE
ED
11111111111111
2 Seals - 2 Crimps
APPRO
NOV 2 2
r seal
Seals specifications: Type i, ir;ishCity 1Tu
Sergi -open crirn PtVlhi I"11A1G n
Certified Galvanized Strapping
HUD requires that certified strapping must meet
ASTM specification. 011strappiNismarked every 12inches.
Oliver Technologies. Inc.
Certified TO
ANSI A225.1 ASTM D3953-91
Material: Type 1, Finish B, Grade 1
Dimension of strapping: 1 1:4` width.
.035 thickness + or .005
2019
,wily
ISION
n
SPLIT BOLT
Gatvanized split bolt:
5r8"x3"x5/a sq. shoulder
with hexagon head. Standard
national thread, shaft saw Cut.
1 ENSURE PROPER STRAPTENSION:
A; Insert split bolt into anchor head, attach loosely. Pull strap past bolt and cut strap leaving approximately 12' of strap to
wrap onto bolt.
B; Insert the strap end into the slot in bolt until flush with opposite side of bolt.
G} Using 15'16" wrench or socket; turn the bolt. winding the strap so that a minimum of four to five complete turns are
made and the strap is adequately tensioned so that the anchor is firmly against the stabilizing device in direction) of pull.
All slack roust be removed.
D: Hold the bolt under tension while tightening the nutdrawing the head of the bolt into the recess. continue to tighter)
the nut until securely fastened.
NOTE: The tensioning bolt can be inset ted in the head from either side.
NOTICE In areas of severe cold weather where passible damage could occur from frost heave, the homeowner should be
prepared to adjust tension on the straps to take up slack
ft.
CUT
rNq-n7)Ss
DOOM F St OTTED BUCKLE I SLOTTED BUCKLE. .;
1'4 t s' I r ty,1.6,,, Anosi f-14-Ac
1 I I
(I
l• • .11 •1'•1 1
MOT} ti fl' t • ,ff
InIie1 1 ncl Wow of 1-boartf F ioof
REVIEVVED t''OR
CODE COMPLIANCE
APPROVED
011 1-1 with iirtory Instilled sir
IP City of TukjIa
D4NG DIVISION
1- AC ()F4Y kIMF1- 0 UFA 1-kt
ORC.A,"1::1 LE]1
' Argo to weeds 45 degteet P e -
:4rrtist oLiP ilrap resrsi bt athict.44.1Ir
let ci z•Jt•w• 414 ," 4
•a-flif l4 1.I.'f
tt's ••1.41 tor Ups, . r t
f• I tse.si. n is 4
E.414 i.f',4• .14 44- ft4g-1, 1,611
'4.4111 VS4.411, Mir 1,1t:
It
.,0't •, • fr.t., ,• I t
‘.; • , • • .t ,t
6,44 '41.••• CI-4 6 6'
I 4,
ERM!T VI RD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D19-0355
PROJECT NAME: FAZIO RESIDENCE
SITE ADDRESS: 11705 40TH AVE S
X Original Plan Submittal
Response to Correction Letter #
DATE: 11/04/2019
Revision # before Permit Issued
Revision #
after Permit Issued
DEPARTMENTS:
tri MO 11
Building Division
.16
Public Works
A
AV
Fire Prevention
Structural
Planning Division
Permit Coordinator
•
•
PRELIMINARY REVIEW:
Not Applicable LJ
(no approval/review required)
DATE: 11/05/19
Structural Review Required
REVIEWER'S INITIALS: DATE:
n
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
El
r-
(corrections entered in Reviews)
DUE DATE: 12/03/2019
Approved with Conditions n
Denied
(ie: Zoning Issues
n
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg El Fire 0 Ping El PW 0 Staff Initials:
12/18/2013
CITY OF TUKWILA
Department of Community Development
630o Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431-367o FAX (206) 431-3665
E-mail: tukplan@ci.tukwila.wa.us
Permit Center/Building Division
206 431-367o
Public Works Department
206 433-0179
Planning Division
206 431-367o
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
STATE OF WASHINGTON)
) ss.
COUNTY OF KING
et,
[please print name
, states as follows:
PERMIT NO:
1. I have made application for a permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the
Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have
read or am familiar with RCW 18.27.090.
3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the
City of Tukwila must verify either that the contractor is registered by the State of Washington, or that
one of the exemptions stated under RCW 18.27.090 applies.
4. In order to provide verification to the City of Tukwila of my compliance with this re. uirement, I
hereby attest that after reading the exemptions from the registration requirem RCW 18.27.090,
I consider the work authorized under this permit to be exempt under number , and will therefore
not be performed by a registered contractor.
5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to
persons making electrical installations on their own property or to regularly employed employees
working on the premises of their employer. The proposed electrical work is not for the construction
of a new building for rent, sale or lease.
I understand that I may be waiving certain rights that I might otherwise have under state law in any decision
to engage an unregistered contractor to perform construction work.
Signed and sworn to before me this
day of
NOTARY PUBLIC in and for the State of Washington
c L__ , County
Residing at
Name as commissioned: N3/74///41- 414ie,t-C7°111
My commission expires: l7/-0
18.27.090 Exemptions. The registration provisions of this chapter do not apply to:
i. An authorized representative of the United States
government, the state of Washington, or any incorporated
city, town, county, township, irrigation district, reclamation
district, or other municipal or political corporation or
subdivision of this state;
2. Officers of a court when they are acting within the scope
of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in construction,
maintenance, or development work incidental to their own
business;
4. Any construction, repair, or operation incidental to the
discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground mine
or mineral deposit when perfoi used by an owner or lessee;
5. The sale of any finished products, materials, or articles of
merchandise that are not fabricated into and do not become
a part of a structure under the common law of fixtures;
6. Any construction, alteration, improvement, or repair of
personal property performed by the registered or legal
owner, or by a mobile/manufactured home retail dealer or
manufacturer licensed under chapter 46.7o RCW who shall
warranty service and repairs under chapter 46.70 RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site or
reservation under the legal jurisdiction of the federal
government;
8. Any person who only furnished materials, supplies, or
equipment without fabricating them into, or consuming
them in the performance of, the work of the contractor;
9. Any work or operation on one undertaking or project by
one or more contracts, the aggregate contract price of
which for labor and materials and all other items is less
than five hundred dollars, such work or operations being
considered as of a casual, minor, or inconsequential nature.
The exemption prescribed in this subsection does not apply
in any instance wherein the work or construction is only a
part of a larger or major operation, whether undertaken by
the same or a different contractor, or in which a division of
the operation is made into contracts of amounts less than
five hundred dollars for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in this
subsection does not apply to a person who advertises or
puts out any sign or card or other device which might
indicate to the public that he or she is a contractor, or that
he or she is qualified to engage in the business of
contractor;
lo. Any construction or operation incidental to the
construction and repair of irrigation and drainage ditches
of regularly constituted irrigation districts or reclamation
districts; or to farming, dairying, agriculture, viticulture,
horticulture, or stock or poultry raising; or to clearing or
other work upon land in rural districts for fire prevention
purposes; except when any of the above work is performed
by a registered contractor;
11. An owner* who contracts for a project with a registered
contractor, except that this exemption shall not deprive the
owner of the protections of this chapter against registered
and unregistered contractors. The exemption prescribed in
this subsection does not apply to a person who performs
the activities of a contractor for the purpose of leasing or
selling improved property he or she has owned for less than
twelve months;
12.* Any person working on his or her own property,
whether occupied by him or her or not, and any person
working on his or her personal residence, whether owned
by him or her or not but this exemption shall not apply to
any person who performs the activities of a contractor on
his or her own property for the purpose of selling,
demolishing, or leasing the property;
13. An owner* who performs maintenance, repair, and
alteration work in or upon his or her own properties, or
who uses his or her own employees to do such work;
14. A licensed architect or civil or professional engineer
acting solely in his or her professional capacity, an
electrician certified under the laws of the state of
Washington, or a plumber certified under the laws of the
state of Washington or licensed by a political subdivision of
the state of Washington while operating within the
boundaries of such political subdivision. The exemption
provided in this subsection is applicable only when the
person certified is operating within the scope of his or her
certification;
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor with
wages as his or her sole compensation or as an employee
with wages as his or her sole compensation;
16. Contractors on highway projects who have been
prequalified as required by RCW 47.28.070, with the
depat fluent of transportation to perform highway
construction, reconstruction, or maintenance work;
17. A mobile/manufactured home dealer or manufacturer
who subcontracts the installation, set-up, or repair work to
actively registered contractors. This exemption only applies
to the installation, set-up, or repair of the
mobile/manufactured homes that were manufactured or
sold by the mobile/manufactured home dealer or
manufacturer;
18. An entity who holds a valid electrical contractor's
license under chapter 19.28 RCW that employs a certified
journeyman electrician,'a certified residential specialty
electrician, or an electrical trainee meeting the
requirements of chapter 19.28 RCW to perform plumbing
work that is incidentally, directly, and immediately
appropriate to the like -in -kind replacement of a household
appliance or other small household utilization equipment
that requires limited electric power and limited waste
and/or water connections. An electrical trainee must be
supervised by a certified electrician while performing
plumbing work.
• Per Washington State Department of Labor and Industries lessee has
been interpreted to be equivalent to owner for purposes of exemptions.