HomeMy WebLinkAboutPermit D09-140 - VILLAGES AT SOUTH STATION - 3-STALL CARPORT 3VILLAGES @ SOUTH
STATION - CARPORT 3
3816 S 154 LN
D09 -140
Parcel No.: 0043000335
Address: 3816 S 154 LN TUKW
Suite No:
Tenant:
Name: VILLAGES AT SOUTH STATION - CAPORT 3
Address: 3816 S 154 LN , TUKWILA WA
Owner:
Name: SP TUKWILA L L C
Address: 1201 3RD AVE STE 5400 , SEATTLE WA 98040
Phone:
Contact Person:
Name: CANDY FORD
Address: PO BOX 2389 , BUCKLEY WA 98321
Phone: 253 862 -7556
Contractor:
Name: CARPORTS OF WASHINGTON INC
Address: PO BOX 2389 , BUCKLEY WA 98321
Phone: 360 - 829 -2838
Contractor License No: CARPOWI945BR
DESCRIPTION OF WORK:
INSTALLATION OF A 408 SF /(3) STALL CARPORT
doc: IBC -10/06
Cityy.f Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
DEVELOPMENT PERMIT
Value of Construction: $236.64 Fees Collected: $103.50
Type of Fire Protection: NONE International Building Code Edition: 2006
Type of Construction: Occupancy per IBC:
* *continued on next page **
Permit Number: D09 -140
Issue Date: 08/03/2009
Permit Expires On: 01/30/2010
Expiration Date: 01/19/2010
D09 -140 Printed: 08 -03 -2009
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
City (*Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
N
N
Permit Number: D09 -140
Issue Date: 08/03/2009
Permit Expires On: 01/30/2010
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
End Time:
Fill 0 c.y.
Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter:
Permit Center Authorized Signature:
I hereby certify that I have read and e
governing this work will be complied
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.
Signature:
Print Name:
doc: IBC-10/06
N
1 1►�► �I Date:
11 1 4 44 , ed this permit and know the same to be true and correct. All provisions of law and ordinances
hether specified herein or not.
f/Lr?i14
Date:
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
D09 -140 Printed: 08 -03 -2009
Parcel No.: 0043000335
Address:
Suite No:
Tenant:
3816 S 154 LN TUKW
VILLAGES AT SOUTH STATION - CAPORT 3
1: ** *BUILDING DEPARTMENT CONDITIONS * **
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
doc: Cond -10/06
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
10: Manufacturers installation instructions shall be available on the job site at the time of inspection.
* * continued on next page **
D09 -140
ISSUED
07/22/2009
08/03/2009
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by
a Washington Association of Building Official Certified welder.
5: When special inspection is required, either the owner or the registered design professional in responsible charge,
shall employ a special inspection agency and notify the Building Official of the appointment prior to the first
building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner.
6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections
shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special
inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection
approval.
7: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any
requirements for special inspection.
9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, 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 on satisfactory completion of
this requirement.
11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be
obtained at City Hall in the office of the City Clerk.
12: 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.
D09 -140 • Printed: 08 -03 -2009
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating
construction or the performance of work.
Signature:
Print Name:
doc: Cond -10/06
�U V
Date:
D09 -140 Printed: 08 -03 -2009
CITY OF TUKWILL
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.eLtukwila.wa.us
SITE LOCATION
B161 1*-3
Tenant Name:
Property Owners Name: SP Tit .wt
Mailing Address: 120( Iht.eti At't 1 SLWt _J 3-100
•
Building Permit No. 1�J�
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
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 **
/ ^ King Co Assessor's Tax No.: �Jll 1 0 D
Site Address: ?I l0 S D • 1Sy t .CZ Pf .. Suite Number:
Floor:
New Tenant: 0 Yes ❑ ..No
LJa
City State
c1�toI
Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
�• . Day Telephoi a j� O IDa' 1 55
Mailing Address • 0 �3 Q - t EU.( t'4.J �� 3-1
//'�� City State
01-4 1:10 *0t! 1 w4 S I i in/WV C r G
Fax Numbe' j� 0 & i s ! �J
Name:
E -Mail Address:
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: Car or WO-thin -Ion. I nc_
Mailing Address.1 l) . B e)4
Contact Person:(_ltrl i re
�
E -Mail Address
_ ___ artafiatthi# . Can-,
Contractor Registration (umber: i
Contact Person
LL
(,a& °(2(3D -1
City CC 7.'
Day Telephon ` 5 0 L o ^1 _ 5 � S-142
Fax Number: eQ 53-
Expiration Date: 1 I C l — .DO( O
ARCHH ECT OF RECORD - All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
Contact Person:
E -Mail Address:
E -Mail Address:
Q: ApplicatiasWartm- Applications On Linel3.2006 - Permit Applicalion.doc
Revised: 9 -2006
bh
State
Zip
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name: !1 e. -- ne rLL r c
Mailing Address38t f 91 6 )1 —S J � � C.� �J Athain /__ q (t)
City
Day Telephone G3
/37s
Fax Number: 7P�
Page 1 of 6
BUILDING PERMIT INFORAION - 206 - 431 -3670 0
Valuation of Project (contractor's bid price): $ 2-( (). Existing Building Valuation: $
Scope of Work (please provide detailed information : Sr 541.c.1 Icr 0`) or
0) s n1
Will there be new rack storage? ❑ Yes
Z.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
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): Floor area of principal dwelling: 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: Compact: Handicap:
Will there be a change in use? ❑ Yes P No If `yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ZS None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes p' 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
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q: \Applications \Fortes- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1 Floor
2 Floor
3` Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
/� O Q
�- (( Q
Covered Deck
Uncovered Deck
BUILDING PERMIT INFORAION - 206 - 431 -3670 0
Valuation of Project (contractor's bid price): $ 2-( (). Existing Building Valuation: $
Scope of Work (please provide detailed information : Sr 541.c.1 Icr 0`) or
0) s n1
Will there be new rack storage? ❑ Yes
Z.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
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): Floor area of principal dwelling: 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: Compact: Handicap:
Will there be a change in use? ❑ Yes P No If `yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ZS None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes p' 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
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q: \Applications \Fortes- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
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.
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 I ' . 1 RIZED AGENT:
Signature:
•
Building and Mechanical Permit
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 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
C - �y Print Name: e3 � O p
Mailing Address: 0 D3 C 1
Date Application Accepted: 0
Q:\Applicuuons \Fortes - Applications On L111e\3 -2006 - Permit Apphcanon.doe
Revised: 9 -2006
bh
Date Application Expires: Q ( I Z�I O
•
Day Telephone:3
Date: (��
State
Zip
I Staff Initials:
Page 6 of 6
RECEIPT NO: R09 -01208
Payee: CARPORTS WASHINGTON INC
SET TRANSACTIONS:
Set Member
D09 -139
D09 -140
D09 -141
D09 -142
D09 -143
D09 -144
TOTAL:
ACCOUNT ITEM LIST:
Description
Amount
64.50
64.50
64.50
64.50
64.50
64.50
64.50
BUILDING - NONRES
STATE BUILDING SURCHARGE
• •
SET RECEIPT
Initials: WER Payment Date: 08/03/2009
User ID: 1655 Total Payment: 387.00
SET ID: 0722 SET NAME: VILLAGES AT SOUTH STATION
TRANSACTION LIST:
Type Method Description Amount
Payment Credit C VISA - - - 387.00
TOTAL: 387.00
Account Code Current Pmts
000/322.100
640.237.114
TOTAL:
360.00
27.00
387.00
PAYMENT
RECEIVED
Copy Reprinted on 07 -22 -2009 at 10:58:21 07/22/2009
RECEIPT NO: R09 -01142
Initials: JEM
User ID: 1165 Total Payment: 234.00
Payee: CARPORTS OF WASHINGTON, INC.
SET ID: 0722 SET NAME: VILLAGES AT SOUTH STATION
SET TRANSACTIONS:
Set Member Amount
D09 -139
D09 -140
D09 -141
D09 -142
D09 -143
D09 -144
TOTAL:
TRANSACTION LIST:
Type Method Description Amount
Payment Check 3449 234.00
TOTAL: 234.00
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
Ci/ of Tukwifla.
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206-431-3665
Web site: http: /hvww. ci. tukwila. wa. us
39.00
39.00
39.00
39.00
39.00
39.00
39.00
SET RECEIPT
000/345.830
TOTAL:
Payment Date: 07/22/2009
Account Code Current Pmts
234.00
234.00
PAYMENT
RECEIVED
Project:,
V) 1 I+�C t'< Sdtki S
Type of Inspection:
f %A (
Addre s : 1
3SIL s ,5
Date Called:
Special Instructions:
Date Wanted:
(:
Requester:
Phone No:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION` ‘P -
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
Inspec
COMMENTS:
$6
P
Re eipt No.:
1 Jr C 9 t i _? / ,a74i /} i
.00 REINSPECTION FEE R
id at 6300 Southcenter Blvd
IDate:
Date:
1-J —2 a --a
; QUIRE Prior to inspection, fee must be
, Suite 100. Call to schedule reinspection.
Project:
k / /i 5 .j ,, /4 -534
Type of Inspection:
-a : i Al G
s
Address: •
, - 3C- 9 / ‘ S /5 [ sv
Date Called:
Special Instructions:
2 Al /c / / n/ 6
6) 25..774- , /
Date Wanted:
— / 7- v S'
��;
�p-r
Requester:
Phone No:
-2 - ,9g2 -755
6
INSPECTION NO.
pproved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
j ' - /y
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 8-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Corrections required prior to approval.
COMMENTS:
Date:
00 REINSPECTION EE REO !RED. Prior to inspection, fee must be
id at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
SEPARATE PEWIT
REQUIRED FOR:
I Mechanical
Electdcal
Plumbing
Gas PJphg
City of Tukwila
BUILDING DIVISION
A
PURLIN
Cl Ox30 4 OA
• 3 STALL -ROOF FRAMING PLAN
27' -0"
H
Villages at South Station
3724 So. 164th Lane
Tukwila, WA 98188
9 -O"
S
( 2 e
29 OA METAL DECK
4
CO-
NO.
-O� » -0" DEEP
3 STALL - FOUNDATION PLAN
ROOF LINE ABOVE
SONOIE POST CARPORT
ROOF FRAMING k FOUNDATION PLAN
BILE COPY
P e r m i t No. t7O i - Iqo
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
of aoorov . ` .
City Of Tukwila
BUILDING DIVISION
PLANNING APPROVED -
No changes be made. to these
plans without eggnogsl from the
Planning Division of DCD
Approved By:, IV
Date:
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
I and may include additional plan review fees
ROOF FRAMING PLAN NOTES
1, PRIOR TO FABRICATION a CONSTRUCTION VERIFY
2. STRUCTURAL NOTES ARE LOCATED ON SHEET . 5
CARPORTS OF WASHINGTON, INC
P.O. BOX 2319
Buckley, WA 96321
Phone a fox (380) 829 -2838
MRS
CODE C M
AP PROVED ry �
JUL 31 1009
City ,,,�,...
JUL 3 1 2009
Ci
BUILDING D VISION
ALL DIMENSIONS
RECEIVED —09
CITY OF TUKWILA ? —
JUL 2 2 2009
FOUNDATION PLAN NOTE$ PERMIT CENTER
1. PRIOR TO FABRICATION a CONSTRUCTION %/CROW ALL DIMENSIONS
2. STRUCTURAL NOTES ARC LOCATED ON SHEET
P01.-- HO
DENNEY ENGINEERING, INC.
38809 191st Ave. SE
Auburn, Washington 98092
Phone a Sox (253) 939 -1373
1B M
1a1 la
0
,
a'
O
PURLIN
C1Ox3x14OA
—O"
O' -0"
1
3' —e" DEEP
1e' -0"
110
am i
Villages at South Station
3724 So. 164th Lane
Tukwila, WA 98188
54'
84'
O"
1e' —o"
29 OA
METAL DECK
6 STALL —ROOF FRAMING PLAN
?is r-0"
O"
10' — O"
6 STALL — FOUNDATION PLAN
IRV wL
8 —O"
o' — O"
J
ROOF LINE ABOVE
SINOII POST CARPORT
ROOF FRAMING a FOUNDATION PUN
a.
ROOF FRAMING PLAN NOTES
1. PRIOR TO FABRICATION as CONSTRUCTION VERIp Y ALL DIMENSIONS
2. STRUCTURAL NOTES ARE LOCATED ON SHEET 5
FOUNDATION PLAN NOTE$
O STRUCTURAL NOTES D ARE LOCATED 11�RIr7 AU. DIMENSIONS
CARPORTS OF WASHINGTON, INC
P.O. BOX 2389
Buckley, WA 98321
Phone • fax (360) 829 -2838
MIS
REVIEWED FOR
CODE COMPLIANCE
JUL 3 1 20u3
City of Tukwila
BUILDING fR /'Q'1^u
DENNEY ENGINEERING, INC.
38809 191st Ave. SE
Auburn, Washington 98092
Phone & Pox (253) 939 -1373
9-13-
RECEIVED
CITY OF TUKWILA
JUL 2 2 2009
PERMIT CENTER
Well itag
SIM AS
MI II
ISM 2
PURUN -\
C10x3x14 OA
ENO
Villages at South Station
3724 So. 164th Lane
Tukwila, WA 98188
4' -O"
1
1) \
S -O"
18'
10'
O"
O"
ILOPS 1 :12
2•-O ".
S' -0"
W
/ I
1 �•.' 1
% NAT1K
\ : �''i' SOIL. NO
`La`s RILL
TY CROSS SECTION
4' -O"
ark* ASPHALT
29 OA
M[TAL OCCK
SINOLE POST CARPORT
TYPICAL CROSS SCION
CARPORTS OF WASHINGTON, INC
P.O. BOX 2389
Buckley, WA 118321
Phone 8 fox (360) 829 -2838
REVIEWED FOR
CODE COMPLIANCE
APP - °fvFD
JUL 3 ' L.,.d
City of Tukwila
BUILDING D' \/IsIOn±
RECEIVED
CITY OF TUKWNIA
JUL 2 2 Z009
PERMIT CENTER
DENNEY ENGINEERING, INC.
38809 191st Ave. SC
Auburn, Washington 98092
Phone 8t fax (253) 939 -1 373
ROOF DECK OVERHANG PER PLAN
ASPHALT
Fe Yex5x9
1'i
PURLIN
C10x3x14 OA
d'
/\//>7/> 7/:,
I W-0". I
HsS ex4 COL
PER PLAN
TYPICAL COLUMN FOOTING
ROOF DECK 1 Y4"x29 CA
(VIC WEST) OR EQUIVALENT
TEK #12 -14
CENTERED ON C1O
3i. V <Tr o Fs/W8
TYP PUFLIN 0 BEAM END DTI,
try - -0
NATIVE SOIL. NO FILL
Villages at South Station
3724 So, 154th Lane
Tukwila, WA 98188
Wex1 O'
4) A- 307x)
1 1 /4"
•
1 1 /4"
ROOF DECK 1)6"x29
OA (VIC WEST) OR
EQUIVALENT
Wax' 0
4.0
Wex10
TOP PL Y•"x4 "x2
1 1 /2"
TOP PL
Wit 4")124' W/4 -
!6" WASHER/ NUT
•
Wr0 RAFTER LAYOUT
SINOIt POW CARPORT CARPORTS OF WASHINGTON, INC
CCTML$ P.O. BOX 2389
Buckler, WA 98321
Phone It fax (380) 829 -2838
f= II
ll. JI
2A -2A PLAN
•
HSS ex• COI.
PER PLAN
RECEIVED
af't' OF TUKWI IA
JUL 2 2 2009
PERMIT CENTER
COPE COL
FOR WELD
TY11t P • 1 -0 ERM W8 OVER TS COL DR,
FB Y4 "x6 "x9"
BELOW
1
�� • E sIDB of
HS9 6x4
1 1/2"
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 3 1 2009
City of Tukwila
BUILDING DIVISION
tom
DENNEY ENGINEERING, INC.
38808 191st Ave. Si
Auburn, Washington 98092
Phone k /ox (233) 939 -1373
Fs 46" 4x2
;
al r
NU IS
_
,11074
S?RUCTURAL NOTES
1. BUILDING CODES
IBC -2 OC &
Washington State Budding Code
(Washington. Administrative Code (WAC) Chapter 51 -30)
2. DESIGN DATA
Roof Dead Load at Carports:
DL
Roof Live Load (Snow):
WIND:
The wind loads are determined in accordance with IBC- 2006
Basic Wind Speed, V:
Exposure Category:
Wind Importance Factor (I):
Velocity Pressure, q • 0.00256 Kt Kit Kd Iw V'
SEISMIC:
Seismic Destgn Category
D
Actuai
25.0 PSF
85 mph
8
1.0
Villages at South Station
3724 So. 164th Lane
Tukwila, WA 98188
FOUNDATION:
Original ground or 95% compacted structural fill
Allowable Soil: Bearing Capacity (DL +LL):
(Assumed soil type GP —GPGM for all carport areas)
GP • Poorly grovels, graded —sand mixture
GM = Silty gravel, grovel— sand —salt— mixture
ontroctor Ad' verify sod condition prior to proceeding with construction.
3. STRUCTURAL STEEL
Structural steel materials, fabrication and erection shall conform to IBC
Section 2203, and the AISC 1989 Specification for Structural Steel Buildings.
Paint all structural steel exposed to weather unless noted otherwise on
drawings.
Material specifications, unless
Structural shapes:
Bars and plates:
Structural tubing/NSS:
Bolts:
Nuts:
Plot /beveled washers:
Direct — tension washers:
Flier metal:
Cold Formed Shapes:
Roof Metal Deck:
4. CONCRETE
Cost -in —place normal- weight concrete materials, mixing, placing, and testing
shall conform to IBC Chapter 19.
Material specifications, unless noted otherwise
Minimum 28 day compressive strength:
All Concrete: 2500 PS
Maximum water— cement ratio, by weight:
Specified strength Non — air - entrained
2500 PSI 0.58
5. SCREW FASTENERS
Self- Orllling and Self - Topping Screws shall conform to AS1i1 A 545.
6. ROOFING
1 1/4' X 29 CA roof deck (AEP SPAN) or equivalent with 112 - 14 tek screws
os noted on drawing or (4) screws per 36' we pond • each support.
7, PURUNS
Al purlins ace ASTM A 448 unless noted otherwise
NU 1111111
NOTc$
noted otherwise:
ASTi1 A 50
ASTU A 38
AS1I1 A 500, Grade B
ASTid A 307, Grade A, unless noted otherwise
ASTM A 563
ASTM F 436
ASTM F 959
E70XX Electrodes, al welds shall be single pass
3/16' unless noted otherwise
ASTM A446, Fy • 55 ksi
AS1111 A446, Fy • 80 ksl
Air - entrained
0.46
2000 PSF
CARPORTS OF WASHINGTON, INC
P.a 80X 2389
Bucdes WA 98321
Phone Se Pax (360) 829 -2838
C O EVIEvvE Q FO
DE COMPLIANCE
J UL. i.,,,.1 B UI L
Ci of Tukwila
BUILDING
Di /ICif"1 hI
RECEIVED
CITY OF TUKVVILA .
JUL 2 2 2009 7 -/ 09
PERMIT CENTER
[ ' ; ' NNEY ENGINEERING, INC.
3 8809 191st Ave U
r ow
Weshinglcn 98092
Phone k Fork (253) 939-1373
I. I
sI?! 1
I<
cem
r
ikons l emrrn vacca rats• ne.
119 bO ROM I= in
YET flint b WW1
City of Tukwila
BUILDING DIVISIMI
SITTS & HILL
ENGINEERS, INC.
rm �sounua. amw e
15
CD cTh
n_i
-- t — T -7 7.
,I
I• l
+mv
0
1—
FILE COPY
mitt
SOUTH 15415 STREET
plan review pTov U
lC ' CH) to S-f-et
is:4,—y, 1 ) 5 + 4 1 1
�I)
4 l l
REVIEWED FOPPuth Station - Carports Map
CODECOMPUANNIy 2009 Proposal to add 31 more
APPROVED
JUL 3 1 2009
CITY
RECEIVED LA
stalls JUL 2 2 2009
PERMIT CENTER
- �o� - I CI o
vVeAw DENNEY ENGINEERING, INC.
38809 191" Avc SE
Auburn, WA 98092
l'honc & Fax (253) 939 -1373
STRUCTURAL CALCULATIONS
PROJECT 1/ /L L.A 6if_5 (z5CUT - H S7A770,u
372- So. 1,5 47 L a ii e
Ti:hl <w// WA 9a/
EISY E/ D
DATE /O /16/0?
CARPORTS OF WASHINGTON, INC
P.O. BOX 2389
Buckley, WA 98321
Phone & Fox (360) 829 -2838
7
CODE �p
APPROVED
JUL 31 1009
City of Tukwila
BUILDING D IVISION
RECEIVED
CITY OF TUKWILA
JUL 2 2 2009
PERMIT CENTER
DENNEY ENGINEERING, INC.
38809 191' Ave SE
Auburn, WA 98092
l'hunc & Fax (253) 939 -1373
Poo( Loads
Loads on Meta/ /oofirzq
OL 0.75 psf R 0o60; y
LL 25.00 psf (snow
TL Z
LOS s Pu.r h S
DL 0.75 ps f Roof/;/).9
0.25 psf Purlijs
400 pst' Vapor BaYr/er
DL 2.60 ps P
�L Z5 o0 psf
1Z 27.00_
DATE lt9 —/b -QB PAGE
Vi// e af Sou/A Statjo
,3724 So. /547`li Lame
' ukwila, 14b1 78[ 8$'
DENNEY ENGINEERING, INC.
38809 191'' Ave SE
Auburn, WA 98092
Phone & Fax (253) 939 -1373
DATE iD- /L-oS PAGE
4//9e • t South Static)
,3 724 o. /.54/it Lave
7akwJ /a Lt1A 76188'
/VD : O/nd and (58 is rri force wilt ,6.e
b4seo' on sz ¢ -sta /1 carpoi fii
q f ' t x 18 ft sea / l s . The a n a /yse s w///L e 1 / c 1 /
70 r catpDr6 - 5 Of ot`4er Stc7 // •? eirles /.e.
/O .o ne✓ D e�^s 1 -7 . lesser sires', I. e. ' ft x /6 fr.,
7 '- /» x /5, e.tC.
Wind ter // 6e hawed 074 Exposure C,
aid will be Ya /e d for xp osi,c re 5 s1 tc.5.
,r2.5t /ys'is Wi!/ 6e based on V-.1--.70 ni $c,, 3sec. Vast
a vtd u //l be for V=85 m jai too,
3
TRANSVERSE W /IVb
0 e
E
F
H
ps36
— 15.
—8. 8
--- /O.
- 6.'
DENNEY ENGINEERING, INC.
38}309 191' Ave St.'.
Auburn, WA 98092
I'Iwnc & Fax (253) 939 -1373
Wi?c/ Arta /ysfs
Ref.' IOC 2006 and .QSCE 7-.O5
the tAe Si'iipli /Iitet/od per Asc 7 -05 Sec6ov1 / j.2
del. = 90 6i exp. C Roof" slope 4. 6=42
Main Wm d Farce Re.94-6h ste n -7749nwerse i4/hd
Vertra; l projected areas (See fip. 3
Ps z ps30
,�. _ 1. 21 7aWe /60? G. 2. 1(4) (see p.&)
.Ya, = /.00
PS3Q ps (ps )e)
A 12,8
D -- 10.7 1 7 See 12-7
C 8'.5 10.3
—4.
horizontal projected areas
DATE 10 -16 -0S PAGE 5
fr // g r e S d t 5o z h Std fJo._L._
3 72450. /547`1 Ldv'e
7ukcoi /c PM J6/88'
p (psf)
—10.6
— /2.9
- 8.2
,See p. 7
E'ave height =7' Least huddly, q d,nehs, »i
.2a 2(0.10)(18) =.3.Ca'
or Za - 2(0.4)(7)=5.6' < Lice
for Building
Adjustment Factor T
Height and Exposure, a,
Mean root
het , h
E
MOW. 0
B
AIM
1.00
1.21
1.47
20
1.00
. 9
1.55
25
1.00
1.35
1.61
30
1.00
1.40
1.66
35
1.05
1.45
1.70
40
1.09
1.49
1.74
45
1.12
1.53
1.78
50
1.16
1.56
1.81
55
1.19
1.59
1.84
60
_ 1.22
1.62
1.87
40
Main Wind Force Resisting System — Method I
Figure 6 -2 (coned) I Design Wind Pressures
F;ncioscd Buildings
h560ft.
Walls & Roofs
ASCE 7 -03
18
I Main Wind Force Resisting System - Method I
Figure 6 -2 (cnnt'd) Design Wind Pressures
Enclosed Buildings
Simplified Design Wind Pressure, p. (psf) (Exposure Baths 30 It., K„ e 1.0, with 1 s 1.0)
Zones
Basic Wind Root 1 Horizontal Pressures
Speed Angle 51
(mph) (degrees) 3 A 8 C D E F 0 H E04 Gar
0 to S• 1 11.5 -5.9 7.6 -3.5 -13.8 -7.8 -9.6 6.1 •19.3 -15.1
10' 1 12.9 -5.4 8.6 -3.1 •13.8 -8.4 -9.6 •6.5 -19.3 -15.1
15' 1 14.4 -4.8 9.6 -2.7 -13.8 -9.0 -9.6 -6.9 •19.3 -15.1
85 70• 1 15.9 -4.2 10.6 -2.3 -13.8 -9.6 -9.6 -7.3 -19.3 -15.1
25' 1 14.4 2.3 10.4 2.4 -6.4 -8.7 -4.6 -7.0 -11.9 -10.1
2 --- -2.4 -4.7 -0.7 •3.0 • - - - -•
Vertical Pressures Overhangs
3010.15
1
2
12.9
12.9
100
105
110
120
15'
70'
25
301015
lo S'
10•
15'
70'
25'
301015
010 5•
10'
15'
70'
25'
3010 45
0 I S'
In*
IS'
70'
7S•
301045
0to5'
1 n•
IS'
:0'
101045
1
1
1
2
1
2
1
1
2
1
2
1
1
1
2
2
1
1
1
1
1
7
1
7
1
7
12.8
16.1
17.0
• 16.1
14.4
14.4
15.9
17.9
19.9
22.0
. 19.9
17.8
17.8
17.5
19.7
21.9
24.3
21.9
19.6
18.6
19.2
21.6
74 1
76 6
24.1
21.6
21.8
72.8
. 7S 8
78.7
11 6
:11.6
75,7
75.7
8.8
• 8.6
-6.7
-5.1
4.7
2.6
9.9
9.9
-8.2
-7.4
6.8
5.8
3.2
12.2
12.2
-9.0
8.2
-7.3
8.4
35
135
13.5
-10.0
-9.0
-811
• 7.0
3.9
14,8
14.8
-11
.1 0,7
9.S
R3
1 6
11.6
17.6
10.2
10.2
PP
8.5
10.7
11.9
11.7
11.5
11.5
10.5
11.9
13.3
14 .6
14.4
14.2
14.2
11.8
13.1
14,7
18.1
15.9
15.7
15.7
t 2.7
14.4
160
177
11.4
11.2
17.2
15.1
171
19 1
71.1
.b./
70.4
70.4
7.0
7.0
-3.0
-7.6
2.7
7.9
7.9
-4.9
-4.3
-3.8
-3 2
3.3
9.8
9.8
•5.4
-4.7
-4.2
-3.S
3.5
10.8
10.8
.5.9
-3.2
1 6
1.9
4.0
11.8
11.8
-10
62
S./
46
1 1
140
14,0
1.0
5.0
•13.1
-15.4
-15,4
-1.2
-2.7
1.1
5.8
-19.1
-19.1
-19.1
•19.1
-8.8
- 3.4
1.4
8.9
-21.1
•21.1
-21.1
-21.1
-9.7
-3.1
1.5
7.8
-73.1
-73.1
-73.1
73.1
-10.7
•4,1
1.7
8.3
-77.4
-71
71.1
-77 4
• 17./
1 6
7,0
99
-7.8
-3.9
-8.8
-10.1
• 10.1
-9.8
-5.3
-8.8
-4.3
• 101
-11 6
-17.4
-11.3
-12.0
6.6
-10.8
-S.3
-11.9
-12.8
-13.7
-14.1
-13.2
-7.3
•11.9
-5.8
•13.1
-14.1
-IS 1
.160
-14.0
•19
-13.1
-6.5
-13.6
-169
17.9
-191
.113
94
-15.6
Walls & Roofs
0.3
U
-10.7
-10.7
-10.7
-5.2
-0.7
0.4
4.8
-13.3
-13.3
-13.3
-13.3
•6.1
-0.9
0.5
5.9
-11,7
-14.7
-14.7
-14.7
-7.1
-1.0
0.6
6.5
-16.0
•1110
-16.0
-14.0
-1.1
-1.1
0.6
1.2
-19.1
-19.1
-19,1
-19,1
9.2
.13
0.1
86
-6.7
-6.8
-7.7
8.1
-7.8
-3.4
•7.5
-3.1
-8.9
.9.5
• 10.1
-9.7
- 2
-9.3
-3 8
-9.3
-9.8
.10.S
-11.1
-10.7
-4.8
-10.3
-4.2
•10.1
-10.8
-11,S
• 17.7
-1 1.7
5.1
-11.3
-4.6
-17
-17.9
• 11.1
-145
13.9
6 0
.13,1
5.5
60 R.
-4.5
-4.5
-21.6
•21.6
-716
-71.6
-13.3
-5.1
-5.1
-26.7
-76.7
• 76.7
•76.7
-16.5
-6.3
6.3
-29.4
-29.4
-29.4
-29.1
-18.2
-6.9
6.9
-32.3
-32.3
-17.3
:17.3
-19.9
•1.6
-7,6
-.181
:38.4
:18.1
• 18.4
9.0
90
-5.2
-5.2
-16.9
-16.9
-I6 9
-16.9
-11.4
-5.8
-5.8
-70.9
-70.9
-70.9
-70.9
• 11.0
-7.2
.7.2
-23.0
-23.0
-23.0
-23.0
-15.1
• 7.9
-7.9
.75.3
.733
-753
75.3
-11.0
8.7
-8.7
30.1
-30.1
10.1
.'0 2
10.3
10.3
Unit Conversions - 1.0 fl • 0.3048 in; 1.0 pet • 0.0479 k(V /In'
ASCE 7 qtr
7
DENNEY ENGINEERING, INC.
38809 191 Ave SE
Auburn, WA 98092
Phunc & Fax (253) 939 -1373
DATE /D -1b -off' PAGE
/ lk9 e a t Sou /G St d fto_L_.
4 3 724 $o. /547 Lave
7Lckwila, u/A 78188'
force. s a n e Fl?s
rransversf lute
/5. = /5,5 ( 5. 6)(0.75)(2) 5.1( 5. (0)(0.375)(Z ) 4- 10.3(2¢ 8)(0-75)
-l- 4.6(2 371;) = 400'
L,On LZSina/ 144;;c1
F = 15.5(5".60)(0.75 - 7 2 ..)4-8.r(6.1?)(0.75) = /72°
DENNEY ENGINEERING, INC.
38809 191" Ave S1
Auburn, WA 98092
Phone & Fax (253) 939 -1373
DATE /D -)I -o? PAGE _`__
/7/6' c7t 5oal`h Sta
.3724 So. /5474/4 Lavie
7ukuvjla, u/A Mg?'
Seis,yt c Force - AM(Jumble Stress Desr9ri
Ref': 15C 2066 Sect. /605,3.1 094 d 45C4e 7-05 Sect. 2.4:I
Mapped Acce /erafrorc
5 425 /- /4913_5(0 .Z 200&
Site Class D2 F = 1.56 Table /6/5.1.2(1)
Srns 1.5(90.25)=1.75 4 N. -
.3os = 2/3 5, - 3 x 1.96 _ /.30 ;. -3
Sei,5 iG Ue519 v1 Category i (45cE 7 -05 Table /461-1)
,Seism c Base Shear ASCE 7 -05
C
E. /2.8-1
0- - S I=1.0o IZ =2 E3. /2.8 -2
0,5 = /.300.001 =0.52
• 2.5
Loco/ Com hinge/Dr, (,se 7 -05 Sect. 2. 4:1)
4, 17
C W = 0.70,S2 )(IV) = O. 364-W
Spisrnic Force
Ks f 3,43 40
36¢C�18x36) 4:89(4)(4)] = 264'
flit col's
r�� Cove &r'ofS an swer-se
DENNEY ENGINEERING, INC.
38809 191 Ave SE
Auburn, WA 98092
Phone & Fax (253) 939 -1373
Uplift oh Ma/4 uJi•:1S Force Resis.i,;7 y
f n e t - w P530 30 ✓ = 1.2 / ,r = /, 60
.ps 3e. -- /0.7,s per. Mble /6oi 6. (See p. 7)
74e-Al p net'` ° 1.000.2.1(- /d.7)_ -12 sF
•
Up h ' Ft On CO YVIpe rl C Pl :r C/ ?olio?
p rt g t " ?• •tw phe t 30 .A• ' - (.2 / 4 = /. 00
41ic ibnef30 f r Zo-he . 3 Tcl6 /e /609.6.2.1(2) (See / . ll)
Ai ,o = /5.8 /)sf
hC.41
, -tod e4ed /.60(/.2/)(/5. /9. /0:5
DATE /D -lb -OS PAGE
½ 7/8 9 e S 't 5061/6 Sta Lo
4 - 3724,5o. l547` Lame
Tukwila, Lt/A 78188'
(luJF7s )
Figure 6 -3 (cont'd) Nei Design Wind Premiums
Enclosed Buildings
h560
Walls & Roofs
Net Design Wind Pressure, N (pst) (Exposure Bath . 30 n, with r -1.0 and K1 . 1.0)
l Intl Conversions- 1.0 A - 0.3048 rn; 1.0 psf - 0.0479 419 /m
42 ASCU 1 -44
l/
Zone
wind ts
Basic Wind Speed V (mph)
(an
85
90
100
105
110
120
10
3.3
.130
59
.14.6
73
-IN 0
AI
-19.1
N9
-211
Ins
.239
1
20
5.0
-12.7
36
-14.2
6.9
-17.3
76
-19.1
A3
-212
9.9
.232
1
SO
4.3
.12 2
3.1
-13.7
6 3
-16.9
6.9
-IN 7
7 6
-20.3
9 0
-24 4
1
100
42
.119
47
.133
5.1
-16.5
64
-11.2
7.0
-199
13
-237
Root 0to7clog
2
10
3.3
-21 A
3.9
.24.4
7.1
-10.2
A 1
.13.3
1.9
-363
10.3
-43 5
2
20
30
-19.3
5.6
-21.A
69
-27.0
76
-29.7
A3
-126
9
-1RN
2
so
4 5
.16.4
3.1
.18.4
6 3
.22.7
6.9
-23.1
7.6
-27.5
9.0
-12.7
2
100
42
.141
47
-13N
S1
•195
64
.215
7.0
-23.6
N3
-28 I
3
10
3 3
•32 A
3 9
.36.A
7 3
-45.4
R I
-50.1
1.9
-55 0
IO 5
-63 4
3
20
50
-272
36
-10.3
69
.376
76
- 415
111
.43.3
99
-342
3
- '.l -
4 3
- 19.7
3.1
7
6 3
- 27.3
6 9
- 30 I
7.6
•3.1.1
9 0
- 39.1
100
1 2
.11 1
4 7
-13 A
3 A
-19 5
6 4
-21.3
7 0
•21 6
A l
-2A 1
s ooreo p a o1 j Jootl
1
10
75
-119
8.4
-111
10.4
-16.3
11.4
.IA2
12.5
.199
149
.2.1.7
1
20
6.8
•11.6
7.7
.13.0
94
.16.0
10.1
-17.6
11.4
-194
13.6
.230
1
SO
6.0
-11.1
6.7
-12 3
A 2
-13.4
9 I
-17.0
10.0
•IA6
11.9
-22.2
1
100
3.3
.1011
3.9
-12,1
73
•149
A I
-163
A9
-IR1
105
.21 .1
10
7.3
.207
A.4
77
.232
.21.1
10.41
94
.28.7
-26.1
11.4
104
-316
- 29.1
12.3
II 1
•14.7
-319
149
11 6
-413
- 1R0
2
20
68
.190
2
so
60
.169
6.7
-IN 9
A2
-23.1
91
-237
100
-712
II 9
.1.16
2
100
31
-13.2
3.9
•170
71
-21.0
A 1
-212
1.9
-235
10.3
-101
3
10
7 3
.30 6
1.4
-34 5
10.4
-42.4
11.4
.46.7
12.3
- 31.3
14 9
-61 0
3
20 '
6.N
-28.6
7.7
-12.1
9.4
-39.6
101
-417
11.4
-47,9
13.6
-37.1
3
-- "1" -
50
6.0
.260
6.7
-29.1
12
-36.0
9.1
.39,7
10.0
-433
11.9
•31 R
100
31
-240
39
.269
7 1
.112
RI
-166
R9
402
IDS
- 479
o s. et mow
1
10
II 9
.130
133
.146
165
-IRO
IN 2
•198
199
-I1N
237
-23.9
1
20
I16
.121
110
-II N
160
-17.1
176
-INN
194
-207
2.111
•246
1
SO
II I
-II 3
12.3
•12A
13.1
-13.9
17.0
-173
18.6
.192
22.2
-22 A
1
100
10
•ION
12.1
•12.1
149
.149
163
-163
11.1
-1111
21 5
-71 3
10
II 9
.131
13.3
.170
163
-21.0
11.2
-232
199
•23.3
237
•101
20
I16
.143
13.0
-16.1
16.0
-20.1
17.6
-222
101
-243
230
-290
50
II I
•13
12.3
.15.3
134
•14.9
17.0
.20A
18.6
-229
22.1
.272
100
In A
.110
121
.146
11 9
- 11 0
I61
-191
IN I
.211
71 3
•759
f
10
11.9
.15 2
13.3
-17.0
16.3
.21.0
I A. 2
•23.2
19 9
•233
23 7
-10 3
I f
70
I16
•143
11.0
•16l
160
•10.1
176
.222
194
.241
23.11
.290
i
_
100
11 I
-1.17
12.3
-113
13 4
•111 9
170
-201
IA 6
.229
22 2
-17 2
IO4
-130
121
,
-146
149
-IR0
16.3
.1911
IA 1
-21 A
211
•2%
ReM
4
10
130
-141
14.6
.13A
IRO
•19
19.11
-213
21.1
-2.16
23.9
211 1
4
20
124
.113
119
•131
172
IN 7
IA 9
-2116
20 A
226
747
269
4
SO
116
•12
110
141
161
-176
17A
.194
191
•211
21
- 2.14
4
100
II 1
-122
121
-116
11..1
-1611
169
-INS
IA 3
2114
2211
•24 2
4
500
97
.101
109
-121
II 4
.149
141
.163
162
IN I
191
211
5
10
110
-174
146
- 193
IR
.24 I
19 4
.766
II N
•791
739
147
Itlitfl IV" 11111
70
12 4
- 162
119
.112
172
-213
IN
- 241
201
272
747
124
II 6
.147
110
•163
16 1
.70 1
1711
.221
19 3
746
21 2
.29 1
169
II I
-111
111
•111
11
IN7
169
7116
IX
226
220
9 '2
101
10 U
171
1 1 4
14 9
14 A
161
16 2
I N I
19 1
11 1
Figure 6 -3 (cont'd) Nei Design Wind Premiums
Enclosed Buildings
h560
Walls & Roofs
Net Design Wind Pressure, N (pst) (Exposure Bath . 30 n, with r -1.0 and K1 . 1.0)
l Intl Conversions- 1.0 A - 0.3048 rn; 1.0 psf - 0.0479 419 /m
42 ASCU 1 -44
l/
DENNEY ENGINEERING, INC. DATE /D - 16 - OR PAGE )
38809 191'' Ave SE �i // e at 50u/`6 Std tLo
:3724
Auburn, WA 9 092 80. /547 Lavie
1'hunc Sc Fax (253) 939 -1373 Tuk(vtta?, LOA 9'81 Ftr
RoorSheaMiriy 7c�r Grav /f a•iel Lt/,nd
eiheotkik ) 36 29 ga. or iii West 111-R/B I
W- 2G.74 "/
•
M. Tr. 26:75(eLe2 = 206
2.
Ale6 pos; M -- li (»
:�Z - 266 =
F 80 Asc.
l o. 40(10)= 4-8 /sc‘
54. 0.0623 „3
7 -
/7 ? (,z 1 = 2'2,343 < eizi,poo psi OK
0.0623
5 O. 05422" aid S;.s * r .9 x'AI aim stress
1 = 206: (! z.) 6 .V.5;: si <' 42,'Oaa #s O1<
• 0.0562
� iq ../ 1 /i . for 'wick /,► f6:7--. ¢,B (/.33 ) = 43.78 l < i .
2
/53 fix.) . ; 3Z, 7 1 pii <.d?.3 psi O
* .
26 & 29 CAuge Cladding panels
realurth
Zincalumeroe rwict± the lircl
g ilcalume combines the strehgth of steel with the
couoslt resistance of alu:ninuin for twice the life
of zinc rnalinKS.
El R.36 is a I11rnt1Cl1•fastc11et1111e1 al pastel wily lull 36"
coverage. 1111.36 is 1lredtlminanlly. used bs lndugUU11 trout
and wall a;llilicalionS.
13 Whitt Covctaita nit;an; fcwet )hlnel5 to handle and
install, saving lime and money.
U lnnil spanning capability; design provides superior tout
.uel !'1 CAplc.itiCS• Sdving hloiwy in siittc.lu►al support.
. t7 Quick. economical Iron packages ,lvailable as shtxlarti
hintpieces that CJIt be ordered by norther.
Conti Curvitgj 4■,1l1able for ,a unique ahpeManrc.
• ti [VI tensile steel panels Ii 25 arid 26 gauge panels
.wailatIle With the iul,l teth system dr
Zilxaluntrt ftlus.
U s'illc►gllss skylight panels are available to math the pro.
file nl 11Ne metal panels:
14tt•36 (typical Roof n( u , • .
I_,:, 3h4•►.I I..M.d.Mt.t
_... .- ...1/e' NM (' nmu!
Ilr:vrrsrrl 1 111.16 1 tyi wall ,ti
I ur 1-•• vIIr
oar,
Gauge WI. Si
hhl) lln'/GI llnyfi) (Inytg l iu'/hl
19 0.74 .na1 .113111 .03,,1 .n591
16 0.911 .01195 .11n1 I .1111.17 .011.111
.1(. NCI C, we, Aar . -_ -�
liVISA
"bOILDING nl1ODUC15
t 406.7114931, 15.1..1111-1953 MX 253.1/ t0/91
fnntsto, CA 4004;2446k 7x19 1113d14111 rAx 7n7•n2 • lass
13
DENNEY ENGINEERING, INC.
38809 191" Avc SL
Auburn, WA 98092
1'hunc & Fax (253) 939 -1373
5ha Z / r, COI? rz c C7;v1 (or W it;; D! Up/4C ..
1I R
die 716 /1-14. Th./' Screws at /2 "o. c,
id/ over capacity „' •.242 a : s%t. = 537 (See . /5)
For Z7 a �� !'vn��`'�: p u.1,/ - proparth- »al
77) &1 For 2 it ci , •
full - o v!.r 5:370.!0/7 02 =
'374 ;� /10 :4' . 0 1<
F5'. on Lllfi�,� �f e 374/78.7= 3.79
ou.t. Capeeiey /el /yL ya. pur.an = 1/31-! (wee
•l /3' * » •1 :/0'.6 0 /(
F. S.' ' • l.�lt,a 'ate. /0.25 on
re.l <' Screws c /2 "O. c.
DATE 10 - )b - o2 PAGE 11
VilkP9eS af SoutA Station._
.3724 50. 1,547% Lame
7ukwi /a u/A 78i81
12-14 H N H
'LATER f3TeEL
'-i bRr1LLINta
rIr'51CAI, r11Or1 ?f771?SI
I len r•Inls: .312...105
TIncalI nla. (0.1).): .115..0.09
'Mead ,DIR. (1.0.): .164.157
rul.1. OUT S112P.M.411: Ir4UNI)s UI,flMATEI
I't(1;1.)illl.l, UTA.
AVI!. 1'ul..l. ()LIT
(11)uN11S)
ru1.1. ovv:n ST111•:IVGT11r IIiOUNDi Ui11rMA'1TI
MATERIAL
;vASln�tl ((A)
ul AMrtElt
None 5/8" 1414m I SMnr.
M A'1'rAl 1 A L.
el. GA. ,
1.104)
!•$3 K S I •
If, OA.
SO K�I '(.062)
,0 K51
- .-rTr4,rsr -,:ten: :... T - rs , --r4 - .."1 Tr i
;'IIIi.I)1111.1.1NO NOT I(I?i1111(1.:11 I
1134 ] 9.12 770
51I I.L SIIr,11r1NG
20 GA . 22 (GA. 24 ( ;A.
(.039)• CO34) 5.1126)
GALV: GALV.
1J58' 1008 713
N/A 1344
,
1390 ! 1465
1711 I 1525
Ml... Tensile:
Mln. Tnt:donai:
Mlls. Shwa:
1020
IS (A.
(.064)
SO KSI
708
120
763 .
2'kx) Pounds
92t Ins..Uis.
2(tA) Ponds
WASHER
•IVrll
RECOMMENDED DRIVING TOOLS: • ,
1900.2300 RPM Screwdrlver a Ilrlpped with depth lotalIng nose piece to prevenlloverdrlvIng a slsIpuul. (I).,
i„N use Impacting I ype drlve,i
.
R .COMU)sv1)ED MAXIMUM D ILLING(7I'17ClWCSS: •
3/16: Approx. (Told Ilrlcknes Of shes1 ng end slr'Oelulll Ineldding compressed I1Isulallull Ihlcknels.111lrkncu
may vary dc)alld)ng upon Iyp of assei bly b %ing df1led
114))( 6114. vA4 Kuu Ai SPIUNI; WYOMISSING. 1A. 19610 11S•)1'6•61SI rAx: (')llrAr;(' 11011SNIIN (OSA► iAI1M SOAIInS'T 1111SI1 I.,('.I113.L%. !I V)tIlll
.070 AI.
(pnterlrl
2(x1)
NOTES
.035 Melsl
senling
wn.1119
used NI
1)1111 nve,
IcslIng.
DENNEY ENGINEERING, INC.
38809 191" Ave SE
Auburn, WA 98092
I'hunc & Fax (253) 939 -1373
DATE 10 -16 -o8 PAGE _1
Villcc 9es at South Statto
.37241/450. 154/4 Lane
rukcvik3, WA 76188'
Par //n esiyy) w/// 6e Gased on - stir // carport`s
W/1.'17 9'x /8/sta // sizes. Me desi w( /l Ge. t/ilid
/b r r- �-�. ��! c/ rea �v- -.s z // c a roe, r f s zD, tai scykm e. or
/esse,r,thall di∎-krension s.
Rooibeaws and Cola`vtvs tail( cilso be desiyi
bcvse.d on i ou.r/ih 70;:d 4o14 ¢ -sta /f C6r -or/s. Thy.
des & /(/ also be ; V 8 /c d ? o t4er eotifigu.rdteems
stall sizes.
.Exceptttovts :
Carports wreei He stalls aKd walk wags wit( rezu crc
c:alcu(a&roAs for pur /,► -,s d�a�; afttd co(uvfriv) S.
For' Carports w/z i odd vt.u.kc6ers of sta /ls, u1itG, no
o V r h.LJv)? Of the par /ohs o» o✓le evtn; se_parsfe purl/1:i
LV/a /± z' /okt,s .:7re r`1C /uded.
DENNEY ENGINEERING, INC.
38809 191'' Avc SE
Auburn, WA 98092
l'hunc & Fax (253) 939 -1373
1 ' u d i . - > > Cyr ' -- 5 7// Carport
Stall size
Width •c/th = V'
L eji78, = /8'
Ana /9s1.5 will •e va /,/ 7 /ter .stet/ size 5 -zoo
W =27(/3/)4.34
a/ '243 !/ /,
9' 18''
/ �7 k
?'
X1. k
2 ,.
M + O. 2 413 - 9. L O
8 :
9.e
/_ /seC,O
1 ►xis .x: %P �� i�� =• SD 1 <sC mi
4/fowr16/P_ NCO mc°_Vlf.,
DATE JD- /b -DS' PAGE )7
at ,SoutA 5tat oy
3 7246 /547`/i Lame
7ukw la, IJA 78158'
'1./:73 k ' ($/. 22)
Reactions
R =143(36/2)
=1 ;37k
DENNEY ENGINEERING, INC.
38809 191" Avc SE
Auburn, WA 98092
l'hunc Sc. Fax (253) 939 -1373
? r /i✓75 /or 3-Sta // Carports
w= 26.2(9)=. 236 4 /
M
u) -23Co #
18'
R� =�•r9k
vT5.38 k'
l
(''
R2 = 4.78 k
DATE 1D- -)b -02 PAGE _LIA
Villeq 9e S at South StatNo
,3 724 So, 1547`4t Lave
`Tukwjla, ulA 78/81
M
= 2 3 6 0 (9) L / 2 = 9558 = 9. 510 k'
M + - 236 (/8 4- 9) 7) = 5.376 k' = 5.33 k'
(18)
R, = 230(/8 --9 = /593' 1.
20 8)
R 236 (/8 7 = 1-779 4:78 k
277
8y Ihspec «
/_ /5e(70-x3 x/4 7 a. F 50ksi..
(/5 C' ,//:;c• /-or J -.: all C..'.. r.porer,
DENNEY ENGINEERING, INC. DATE /0-- Ib —C4? PAGE !?
ViikeleS at South Std tLa
,3 724 o. /54th Lace
Tukcuila, Lt/A 78188'
//r),5- s co r to - .5& rpci#v s
6 0= 2 70) = 2e{3
W= 243
i
2. 4/0 k
M *-- *ri'
38809 191'' Ave SE
Auburn, WA 98092
Phone & Fax (253) 939 -1373
fi
M rnax. ` 2.61 k
tr,sp i c_tIe-n, ,, J < c lip lh &iriar 5pa'i
Use A = q/' (C-:? ' tl le /6r
(Lc C10 x _3 x 14 Q,. F yb
A/ low a hle m o rn en 6=1143 k/ (Sad p.22)
--= 2g3(
Z
— 7 a�f /��
JOINT
NUMBER
1
2
3
JOINT
2
3
MEMBER
NUMBER
2
Full 4 Partial
oan
UNIFORM LOADS
(k /ft)
1 .243
.243
--- COORDINATES --
X(feet) Y(feet)
0 0
10 0
36 0
X- RESTRAINT
Rigidly restr'd
Unrestrained
Unrestrained
'LEFT' END
Jnt. F/P
1 F
2 F
< - - - -b
SIX -STALL CARPORT PURLIN
0 +L
v v v v
JOINT INFORMATION
SUPPORT INFORMATION
'RIGHT' END
Jnt. F/P
2 F
3 F
MOMENT(k -ft)
-9.04
0
9.84
Y- RESTRAINT
0
0
0
Rigidly restr'd
Rigidly restr'd
Rigidly rentr'd
MENDER PROPERTIES
AREA
(in2)
1.87 24
1.87 24
MEMBER LOADING INFORMATION
MEMBER UNIFORM PARTIAL SPAN a b
NUMftif LOAD(k/ft) UNIFORM LOAD (ft) (ft)
JOINT IOADS - - - --
X- FORCEfkips) Y- rORCE(kips)
I
1 , , •
w V vvv
0
0
0
ROTATIONAL RESTRAINT
Unrestrained
Unrestrained
Unrestrained
MOMENT of MODULUS of
INERTIA (in4) ELAST (k:ai )
TRIANGULAR C
LOAD(k /ft) (ft)
29500
29500
TRIANGULAR
LOAD
(k /f t)
cl
( ft)
/cJ
SIX -STALL CARPORT PURLIN
0 +L
SUPPORT REACTIONS
JOINT BENDING MOMENT X DIRECTION Y DIRECTION
NUMBER k -ft (+ clkwse) kips (+ rght) kips (.I- up )
1 0 0 2.46025
2 - 9.536743E -07 0 3.0275
3 0 0 2.46025
MEMBER END ACTIONS
MEMBER JOINT BENDING MOMENT AXIAL LOAD
k -ft (+ clkwse) kips (+ rght)
ENO SHEAR
kips (+ uP)
1 1 (L) -9.04 0 2.46025
2 (R) 4.9215 0 1.91375
2 2 (L) - 4.921501 0 1.91375
3 (R) 9.04 0 2.46025
10
a
2 . 46
-9.84
1.91
2.61
2.61
-4.92 -9.84
-1.91
SHEAR
(kips)
MOMENT
(k -ft)
-4.92
D +L •
^ ff .8;64
Member Number 2
SHEAR
(kips) 'Loft End' = Joint 2
'Rght End' = Joint 3
-2.46
MOMENT
(k -ft)
SIX -STALL CARPORT PURLIN
D+L
Member Number I
'Left End' Joint 1 -
'Rght End' = Joint 2
AXIAL LOAD = 0 .kips
AXIAL LOAD = 0 kips
• .;
3
p .
SIX -STALL CARPORT PURLIN
DENNEY ENGINEERING, INC.
38809 191' Ave SE
Auburn, WA 98092
Phone & Fax (253) 939 -1373
DATE 10 -1 / -O' PAGE 22
7/ / 8e at Sou Sta tiovL
L3 71/45o. /547VI Lakle
7ukw,ld LOA 78181
Par /�te) Al low26/d Momevte
C10x3x/4Ga.
A= /.144 -" Ry= 1.02$"' J= 0002023" C 2¢.3o6"
= 4.40 2
6=/ /, 300 ksc. C= 29,500 /<si (5epp.2324
/< _ /O
.--
e e t, (oia tie i
for lateral tornarid
6uck /,;q
—26.38 4si
L /nhrsceS len9CA -t
Cr = 'N E ____� _ = 9. 87 (2 9, 500)
(t., // , 0.o ? 12 /1.0 2 8 ) Z
1 1 f 7 F'7(29,5'a0)(2413
1. /! 41(¢.¢42)8 (I.ODx 9.0 k /2)
27.2/ ksi
/t/1 = A Ao Q Q = /. / 9 (4. ¢02 )7) 2 6.3 3 (27.2 /) _ / 40. Ff k n -_ /x73 kk
MMx. Cc ?/culafecl moiwellt = ?. 8 L is'
//. 73 A' > k' O K
l/e C70 x /4 GQ,ptlrl/ ✓JS
(J44 Flavi ie tuf /. lL1 Ok tao)
`STRUCTURAL PROPERTIES
Section
_Typo
Doolgnntor
(=tango Width
•
ilro strudural proporilos Included In this brochure have boon
c.omputed based on the American Iron and Stoat Instbuto
'Speculation for tho Design of Cold-Formed Structural
Members', 1006 odAlon, Including the 1000 amendmonts.
Thickness - Stool Compononts
Gauge UosIgn Thlcknnss Minimum Thlcknoss'
(in) (in)
25 .0100 .0179
22 .0203 .0260
20 .0346 .0320
10 .0451 .0420
16 .0566 .0530
14 .0713 .0677
12 .1017 .0966
Uncoatod &tool Thldtness. Thkknoss Is for carbon
shoot stool.
Minimum tiddtnoss represents 95% of the design
thldmoas and Is the minimum, acceptable Ihldmoss
dn» 0rod In rho job site based on Section 13.4 of the
1966 AISI r:odo.
Definition of Structural Prodo Symbols
Gross Prop o bs
I Moment of Inertia of the gross section about
the X•X axis (strong a><Is).
Itadlus of gyration of the 910111 section about
the X•X axis.
I,: t.tonlont of Inertia of the gross settler about
1:10 Y•Y axis (weak axis).
It 11adius of (oration of the gross section about
the Y•Y axis.
Elfoct1ve Properties .
S ElfocfNo soctlon modulus about the X -X nxis
(strong axis).
I.: Moment of inertia for deflection calculations
basod on 'Procodure 1 for Dotlodk n
betormtnatlon' of the 1900 AISI SpecifIcalbn.
Y,.: Maximum dlstanco from the
outsido of either (tango to the cantor of
grayly of the otfodtve section.
M Allowable Bonding Moment • l)nsnd on the
oltoctivo section modulus and the egnwnblo
stress including the strongth Incronso (rem
cold•work of tomiing (AISI A5.2.2) whom
applicable.
Torsional Proporllgs
(1.1 - (Xo/Ro) •
J: St. Vonant Torsion Constant
C,: Torsional warping constonl the section
X,: Distance from the shoar cantor 10 the
contralti along Iho principal X•axis.
11.: Polar radio of gyration of Iho soc:Ion about
Iho conlroidal principal axh.
)
'�
STRUCTURAL PROPERTIES
• :3 c Nolo 1. Below For Yield Strengths
GROSS PROPERTIES
Weight I., R, l
lb/II) (in r) (in) (In 4)
0.612 7.08 1.719 1.681 0.754 1.11.1
0.766 2.61 2.146 1.674 0,937 1.106
1.86t 3.61 7.907 1.614 1.743 1.082
0. 773 7.47 4.311 7.438
0,909 3.09 5.368 2.431
1.765 4.30 7.373 2.401
0.830 7.81 11.344 3.155
1.031 3.30 10.4011 3.147
1.460 3.00 14.217 3.119
3.24
4.06.
• 5.69
1.065 3.62
1.336 4.55
1.075 6.38
14.053 3.843
11.349 3.834
74.164 3.802
71.660 4.311
71.018 4.501
37.394 4.466
0.013 1.097
1.0,0 1.090
1.437 1.066
0.057 1.060
1.163 1.061
1.576 1.037
1.021
1.283
1.604
1.077 1.003
1,325 0.096
1.767 0.971
SEC I ION
401171 .116
4 00WJ14
400WJ 17
6011W,1
6A0'NJ 14
600WJ 12
n00WJ 16
n00WJ14
600WJ
ICNNIJ 16
I000WJ 14
1000WJ 17
1100WJ16.
11011%.114
1,1 30%1 1 7
I+OII s: 1.
1.
3.
4.
5.
6.
S .,
(M')
0.644
0.840
1.203
Elleclive propetlies based on r,w5o1+si Inr 17, 14 nn►I
16 gouge, sections, ' 33kal lot 10 gouge
secllons. 14 and 16 gauge sections mop he produced
with 1 •33ksi. ra 331tsi 14 and 16 gouge sections,
multiply ounetehle moment by 0.66.
(C.nlnel mnnulncluter lot ovoiloblbly)
Elleclive oroperlins and ofowoble Moment incnrporole
lbe strength increase (tom cold -wniW o1 Inrming
•here opprieoble• (AIM AS.?.?).
rot dellecllnn cnkulnlions, use the elleclive moment
of Inerlln,
• web height to Ildelness tweeds 200. Web stillener
� ?typhoid al support points..(AISI 01.2)
1nl►ulnled niece we hosed nn. Ike lull un- seduced
crass sullen of the out methbet.
rot wove - oeis otienlnllone, lechnie01 nsslslnnce Is ieq•d.
Conlocl the mnnulocluter lot this nssislonce.
Slillenet lip - 0.67.S minimum Iot 1 ?, 14 end 16 gouge
0.50' ►rinimum la 18 gauge
2.3' '
MJ SECTION
trr(cim: PROPERTIr.S
I Y
(in 1 ) (In)
1.607 7.745
7.007 2.190
7.113 2.107
1.103 4.003 3,312
1.447 5.160 3.736
7.177 7.2.11 .1.140
1.537 7.843 4.493
2.146 9.905 4.706
3.213 14.004 4.164
1.905
2,795
4.386
2.21%
3.309
5.608
-1 S-
13.409
17.029
73.049
20.797
76.586
36.!109
5.819
5.440
5.181
7.1118
6.111
6.195
jr -III
Mn
WJ SECTIONS
J./
1.131 79.007
7.765 36.790
6.463 49.995
TORSIONA PROPERTIES
X e
`In)
1600 0.654 7.713 -1.634 3.317 0.369
2117 1.790 3.395 -2.618 3.799 0.370
3200 3.650 4.324 -2.616 3.776 0.363
'77311 ▪ 0.714 6.302 -7.332 3.540 0.3611
3610 1.540 7.043 - 7.317 3.331 0.569
3433 4.360 10.333 - 7.307 3.300 0.566
L
38.14 0.095 11:937 - 2.101 3.938 0.715
5354 1.701 14.724 -2.086 3.977 • 0.717
0016 3.06E 19.876 -2.077 3.0113 0.716
- 1.916 4
- 1.007
- 1.005
-1.764 4.946 0.873
- 1.750 4.931 0.814•
-1.737 4.11110 0.1174
2 - `I
�1 Still lip
EJ SECTION
0.1112
0.813
0,813
I 1• f ..I
.6 25 WTI.
WJ SECTION
J
Roo(' 5Eams @ End Fran,ies
14.37k
DENNEY ENGINEERING, INC.
38809 191'' Ave S1i
Auburn, WA 98092
1'Iwnc & Fax (253) 939 -1373
1 437 /(
M 1137(5') - 2/. S5 /<
rry WS W /f4 = O. &.0 (50) = 33 ksi
33:
DATE /D-1b-o ' PAGE
VP/cc e s a t ,50u /h Sta tJo.i
.3 So. 1547'/i Laoe
7Jukuoiic9, LOA 78/88'
Load P 37 A' (5ep. /7)
(Ise Wax 10 /c = so ksi.
.5=7.g I " 7.95 A' Overstress = /, e% oi<
, 2. to
k /r
C
C�a = O.3?6,
DENNEY ENGINEERING, INC.
38809 191'` Avc SE
Auburn, WA 98092
Phone & Fax (253) 939 -1373
ll.z. ,vt n s
Ma''. L 0 gad = ``. 37 (2) = 3.74 k
Tr9 /' 4 x 3 /G P;/ Asi
A = 3.52" .5 = 5, 8/ "
7
2.10(.7;k12)/2,13=
/11.6
DATE /D -l6 -OR PAGE
½7/qe t $ou h Sta i _j
_3 724 So. /54/4 Lave
7 LOA 76188'
rx 2.2.3" sy -• ¢6Co' = 1I1_
79.(0,
/11.
le
0.71
= 0.3?4 (4.,) = 18.2 2 l(si
��. 8.74 = 2,4£f ksi < <. 1 S. 'z.
.3.5'4
C /1 eet'< eencr'ih? d a c e & - o L a 6dra/ Fa rce s
fr v
6 = 460 / 'oar Cott ert o 406/2.=200
M ZOO (7 ), / z/ad ../$
= O. (4 (v (4 0 33) =1-O. 38 ltsi
X 5.81
/z, 0 •;?;<(`Z t 1, ^ 2 "2. 3. 4'0. ir A'5i _k
mbrn .5 ses
bispectieri
Lo ne r /rrtJ / /5rnjC
.2 (,1- = /32 4 er Colunitit
/ 5„, ' .7 .r('16)0.33) _ lLS; Sv ksi
M = /3?07) = 924
Eb
r6
4x -i/a (46IIAknr1s f= . Asc
2.38 Ai c k')K
1
DENNEY ENGINEERING, INC.
38809 191" Ave S1
Auburn, WA 98092
Phone & Fax (253) 939 -1373
DATE 10- -/6 -08 PAGE, L7
½//8e cs 50u Ste tLp'L
k 72 - 4 So. /547'11 Lavie
Lc14 78181
.
roativ1 ys
Max. Load P= 4.37(2)=8.74 k
�1se Category 4 S011 per Td6 /e /804.2
Them ,455? — 2060 ps f for foot1 ;19s /2' wide l2 "glee p
14) 720 6 /0 f 1crease for eadi adchle to -via/ foot of Wr1 fel. a 'icl deco /l�.
Tr / Fty. 24 " dia x 3' -/" de e_p .
Th eAl 4 58P = Z000 ' 0.20[(2- - /) f (3.5 -- /)](2CDO) =3400 psf
F9. area =.3. /4- sf
8740 = 2783 fsf ( 34 ps f o%
eed 2' dia. x 3!-6" deep Aci. for i.pl/ ft (See p. 29)
6/se 2'- o" dia. x 3? 6" de ep ('tq.
DENNEY ENGINEERING, INC.
38809 191 Avc SE
Auburn, WA 98092
I'honc & Fax (253) 939 -1373
S b
460/2 = 200
2 ca /urnns
(Wind force)
Foo tihy Depth re'cl for Lateral 15eari►2c
L1se "C nstrai ec1/ "fo rrn u la per 18C 2506. Sect. 1 805.7.2.2 Eg. 18 -2
.De p dil 0 * 2 5 ph
=7' b �2'
.5 e. ct. /804.3. I
5 = /50 +(3.5 / )(150)(1. 33) = 1 65o ` p
d-DLF
d= 71 425(2600) _ 2./4' < 3.50' O /<
650(2)
re3uirek 1e,k2 or upl�ft, next page
DATE /D -lb -off' PAGE a8
Vill8 e 5 at Soa /GI. Sta tic.
,3 724 So. 154744 Lave
Tukwila, lac%[ 78186
DENNEY ENGINEERING, INC. DATE JD -16 -o PAGE 1) l
c7t Sou/`f Station_
4 3724 So. 1547* Larae
"7[.!_k w /a /1/4 76188'
rod trny U, / i Fb . •
p ups -- /2. ? ps f (see p. /0)
Dd:Ol/ .
Raof 404 = 2 (l )•-Y 1.33 psf
LLl) /i Pt -1.2./1;7-4 3 / . / : 5
f &r cOli,trytn d 11..7010;11.1370114
? J s e G o o - r i d • 7 : 1 - 1 o r y 9 = 3 i ° ° a » d 17a p c f
38809 191'' Ave SL
Auburn, WA 98092
I'honc Sc. Fax (253) 939 - 1373
177-y c /1:2'.--O"
4 =3 1 -6"
r,. d/o _ / . 00
a.= 4 &an .3/ ° _.. 0.5 6o) = 2.(0
r _ r ,'.a, ._ /.01,10 x.3./0
/ ' /t1' n 3/" : (3./0)/0.60= 5./7'
oc Cora creed. .iird 7'y(2,00) = 11.00 cP
!/01. 0e.56;/=--1(1221 /7 fit,) _ i/o% of (200‹ -r,
3
=.2- - ) 1?- 3 . /PIO: i) //-00 3 7.'z c.f
tht, 0/ dm /u•►pnn .:14.:1119 7.(9) z I,0 44
/1/ ?pbcid& Life. off' hake Poli// =/(' . 33)(0.0)(2.6) -- 50
1.0 53 0
r61/ alb. = (/1, 04)(150') -w (.3Y.23)( /20 -1-58 = 6364-
/0364 3 O/<
(63 W 1. off
else y' c/. 2 d «. x 3 dee
r-J
ACTIVITY NUMBER: D09 -140 DATE: 07 -22 -09
PROJECT NAME: VILLAGES AT SOUTH STATION - CARPORT 3
SITE ADDRESS: 3816 S 154 LN
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision #
After Permit Issued
DEPARTMENTS:
U ding Prrci 7
lic Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete a
Comments:
APPROVALS OR CORRECTIONS:
Documents/routing slip.doc
2-28-02
� PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
AA N/4 .)1-0'
Fire Prevention Png Division
Structural
Incomplete n
❑ Permit Coordinator
DUE DATE: 07-23-09
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route Structural Review Required n No further Review Required
REVIEWER'S INITIALS:
DATE:
Approved ❑ Approved with Conditions � , Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS:
DATE:
DUE DATE: 08-20-09
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Insurance
Company
Name
Policy
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Amount
Received
Date
3
OHIO CAS
INS CO
BRO53576250
01/19/2008
01/19/2010
$1,000,000.00
01/21/2009
2
OHIO CAS
INS CO
BK005357625001
/19/200701/19/2008
$1,000,000.0001
/19/2007
1
RED
SHIELD
INS CO
CNT014215
01/19/2006
01/19/2007
$250,000.00
01/19/2006
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
1
DEVELOPERS
SURETY I*
INDEM CO
740091C
01/19/2006
Until
Cancelled
$6,000.00
01/19/2006
Name
Role
Effective Date
Expiration Date
GRANGER, ROY L
PRESIDENT
01 /19/2006
Untitled Page
General /Specialty Contractor
A business registered as a construction contractor with Lftl to perform construction work
within the scope of its specialty. A General or Specialty construction Contractor must
maintain a surety bond or assignment of account and carry general liability insurance.
Business and Licensing Information
Name CARPORTS OF UBI No. 602569179
WASHINGTON INC
Phone 3608292838 Status ACTIVE
Address PO BOX 2389 License No. CARPOWI945BR
Suite /Apt. License Type CONSTRUCTION CONTRACTOR
City BUCKLEY
State WA
Zip 98321
Effective
1/19/2006
Date
Expiration
Date
Suspend
Date
1/19/2010
County PIERCE Specialty 1 AWN /CAN /PATIOCOVERS /SCREENS
Business Corporation Specialty 2 UNUSED
Type
Parent
Company
Business Owner Information
Bond Information
Insurance Information
r
https://fortress.wa.gov/lni/bbip/Detail.aspx
•
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08/03/2009