HomeMy WebLinkAboutPermit D09-141 - VILLAGES AT SOUTH STATION - 6-STALL CARPORT DVILLAGES @ SOUTH
STATION - CARPORT D
15430 38 TERRACE S
D09 -141
Parcel No.: 0043000365 Permit Number: D09 -141
Address: 15430 38 TR S TUKW Issue Date: 08/03/2009
Suite No: Permit Expires On: 01/30/2010
Tenant:
Name: VILLAGES AT SOUTH STATION - CARPORT D
Address: 15445 39 LN S , 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:
CONSTRUCTION OF AN 816 SF /(6) STALL CARPORT
Value of Construction: $473.28 Fees Collected: $103.50
Type of Fire Protection: NONE International Building Code Edition: 2006
Type of Construction: Occupancy per IBC:
doc: IBC -10/06
Cit* 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
* *continued on next page **
Expiration Date: 01/19/2010
D09 -141 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 dilTukwila
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
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: V'v�
I hereby certify that I have read and � ed this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied 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 pe o ance of work. I am authorized to sign and obtain this development ut
Signature:
Print Name:
doc: IBC -10/06
N
l)/tv 4014
Permit Number: D09 -141
Issue Date: 08/03/2009
Permit Expires On: 01/30/2010
Date:
Date:
att-09,1J,
This permit shall become null axId 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 -141 Printed: 08 -03 -2009
Parcel No.: 0043000365
Address:
Suite No:
Tenant:
15430 38 TR S TURIN
1: ** *BUILDING DEPARTMENT CONDITIONS * **
doc: Cond -10/06
•
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
VILLAGES AT SOUTH STATION - CARPORT D
PERMIT CONDITIONS
* * continued on next page **
•
Permit Number:
Status:
Applied Date:
Issue Date:
D09 -141
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: Manufacturers installation instructions shall be available on the job site at the time of inspection.
10: 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.
11: 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 -141 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
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
construction or the performance of work.
Signature:
Print Name:
doc: Cond -10/06 D09 -141
Date:
ordinances governing
or local laws regulating
Printed: 08 -03 -2009
CITY OF TUKWILP
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.cLtukwila.wa.us
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
King Co Assessor's Tax No.: t IO 3 d0 D J
Site Address: 1 S 94-1 - 3I `d L r) • S . Suite Number:
Tenant Name:
Property Owners Name: S T k �l
P � IG Lt C... 1
Mailing Address: �o 1 t r A t4'rit Ire, , S(AA . 9400
2,L(° ID
Company Name: earfOit) OF 1A/QShir5k)(), IrC.
Mailing Address /^► O. B J.p p• 2 JJ
Contact Person: L_.a.e c0 rd
E -Mail Address( J 0 € a. r'' f aWJTiS'hr# . La M
Contractor Registration J Number: CAQfOfA gy 5A4 .
Contact Person:
E -Mail Address:
Q: Appticatia1s Fams- Apptiadions On Line13 -1006 - Permit Application.doc
Revised: 9-2006
bb
•
Building Permit No. beA - 111
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
New Tenant:
(ilk
City State
State
Floor:
Yes
� l So1
Zip
❑ ..No
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: . Q ! . ' Day Telephone: o25 " d Lo, 551„0
City
Mailing Address: • Q • �' 3 l � �-/ `IA 3)- I
stat Zin
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Z ip
Day Telephone y ova— �5 5l
Fax Number: ��Y O (O '. 1 _ I � O
Expiration Date: 1 -
ARCHIE I ECT OF RECORD - All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
Zip
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name: • . t' 1 n Pr i near, n G
Mailing Address 6 11 s At'C �E �J �] ect
City State Zi
Contact Personeiners on 1 !�!?P.v� Day Telephone
E -Mail Address: Fax Number: .S
Page 1 of 6
BUILDING PERMIT INFO ION - 206 - 431 -3670
•
Valuation of Project (contractor's bid price): $ oZ x (22 I- Existing B uilding Valuation: $
-
Scope of Work (please provide detailed information): ,.J 1 rf tl.1 L�f1. o l Of
(�)
(49- S -{zt,L I (' -Po
Will there be new rack storage? ❑ Yes
M.. 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 '4P No If `yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm (g None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 1Rj No
If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x I1 " 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. Applic ons\Forms- Applimtions On Lin63 -2006 - Permit Applicetion.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
F16
Covered Deck
Uncovered Deck
BUILDING PERMIT INFO ION - 206 - 431 -3670
•
Valuation of Project (contractor's bid price): $ oZ x (22 I- Existing B uilding Valuation: $
-
Scope of Work (please provide detailed information): ,.J 1 rf tl.1 L�f1. o l Of
(�)
(49- S -{zt,L I (' -Po
Will there be new rack storage? ❑ Yes
M.. 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 '4P No If `yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm (g None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 1Rj No
If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x I1 " 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. Applic ons\Forms- Applimtions On Lin63 -2006 - Permit Applicetion.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.
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).
1 HEREBY CERTIFY THAT 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWN )i# ORJJTHORIZED AGENT:
Signature:
Print Name:
R
Mailing Address: 0 r Z3 El
Q:1Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
•
Day Telephone
C4diA
Date: [ /
Zip
Date Application Accepted:
1- .1)--0
Date Application Expires:
0
Staff Initials:
Page 6 of 6
RECEIPT NO: R09 -01208
Payee: CARPORTS WASHINGTON INC
SET TRANSACTIONS:
Set Member Amount
D09 -139
D09 -140
D09 -141
D09 -142
D09 -143
D09 -144
TOTAL:
ACCOUNT ITEM LIST:
Description
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
RECEIVER
Copy Reprinted on 07 -22 -2009 at 10:58:21 07/22/2009
RECEIPT NO: R09 -01142
Payment Date: 07/22/2009
User ID: 1165 Total Payment: 234.00
Initials: JEM
Payee: CARPORTS OF WASHINGTON, INC.
SET ID: 0722 SET NAME: VILLAGES AT SOUTH STATION
SET TRANSACTIONS:
Set Member Amount
D09 -139 39.00
D09 -140 39.00
D09 -141 39.00
D09 -142 39.00
D09 -143 39.00
D09 -144 39.00
TOTAL: 39.00
Cit, 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: /hvww. ci. tukwila. wa. us
SET RECEIPT
TRANSACTION LIST:
Type Method Description Amount
Payment Check 3449 234.00
TOTAL: 234.00
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
Account Code Current Pmts
000/345.830
TOTAL:
234.00
234.00
PAYMENT
RECEIVED
P of ct: <s �s�
V //4 4, /tisi ;V
Type of Inspection:
r >74
Address:
/5 L/30 3 3 r
Date Called:
Special Instructions: .b
Date Wanted: S- O 5
Requester:
Phone No: / -� 7-5/__
0 _'g --g6. `
2-
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION r Vz-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspect°
I
REINSPECTION FE . REQUIRED. Prior to inspection, fee must be
at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection.
Re i t No.:
Da P-2s-e
Date:
P
Project:
PS ,..c))/ //554
Type of Inspection:
L 'V Fe>0T /n/ G
Address:
/s'93a :?
%� 5
Date Called:
Special Instructions:
,253-5,62
Date Wanted:
/ 7— 0 C
07
p.m.
Requester:
Phone No:
- 7 -1%
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 8-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
M Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
�n I
( I
A -y
6 0.00 REINSPECTI0 FEE REQ IRED. Prior to inspection,' ee must be
aid at 6300 Southcen r Blvd., Suite 100. Call to schedule reinspection.
eceipt No.: ' 'Date:
SEPARATE Pie, ;;
REQUIRED FOR:
. tztMechanical
la Electrical
►': Plumbing
Gas Piping
City of Tukwila
BUILDING DIVISION
0
PURLIN
C1Ox3x14 OA
27' —O ",
0
x
Villages at South Station
3124 So. 164th Lane
Tukwila, WA 98188
9' —O"
5 O%4
E u:
a�
CO TO
0 0 °-
' .0 U)
Q. 01 co
CO Q
O E a.'
Cl) W 0 . 2
» • No Got. ac c cu 3 v
3 c
w,
mo o- 5.
v 0 . E
z 0
0 cri
29 OA METAL DECK
3 STALL —ROOF FRAMING PLAN
M —6 DEEP
3 STALL — FOUNDATION PLAN
he.1.-0"
ROOF LINE ABOVE
SINGLE POST CARPORT
ROOF FRAMING k FOUNDATION PUN
FILE COPY
Permit No. 17 Jl�k 1
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
of approved Field : to conditions is acknowledged'
Aff/
BY
Date:
City Of 1Ukwila
BUILDING DIVISION
ROOF FRAMING PLAN NOTES
1. PRIOR TO FABRICATION de CONSTRUCTION VERIFY ALL DIMENSIONS
2. STRUCTURAL NOTES ARC LOCATED ON SHEET f
PLANNING APPROVED •
No changes can be made to these
plans without approval from the
Planning Division of DCD
Approved By:
Date:
X09
ILI I
FOUNDATION PLAN NOTES
1. PRIOR TO FABRICATION 01 CONSTRUCTION VERI
2. STRUCRJRAL NOTES ARE LOCATED ON SHEET
CARPORTS OF WASHINGTON, INC
P.O. BOX 2389
Buckley, WA 98321
Phone 8 Fox (380) 829 -2838
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 31 2009
City ila
BUILDING DIVISIMI
ALL
DENNEY ENGINEERING, INC.
38809 191 of Ave. SE
Auburn, Washington 98092
Phone & Fox (253) 939 -1 373
? —l3
RECEIVED
JUL22
PERMIT CENTER
DIMENSIONS
� M
PM
0
0
PURLIN
C10x3x140A
—0"
0' -0"
3' -5" DEEP
18 0.
10' •O'
Villages at South Station
3724 So. 164th Lane
Tukwila, WA 98188
54'..0"
54'
0"
18' — 0"
29 OA
METAL DECK
1A' -0"
0
6 STALL - FOUNDATION PLAN
6 STALL -ROOF FRAMING PLAN
.IL
S' -0"
0 -0"
J
ROOF LINE ASOVE
SINGLE POST CARPORT
ROOF FRAMING * FOUNDATION PUN
ROOF FRAMING PLAN NOTES
1. PRIOR TO FABRICATION it CONSTRUCTION VERIF V ALL DIMENSIONS
2. STRUCTURAL NOTES ARE LOCATED ON SMUT 5
FOUNDATION PLAN NOTES RECEIVED
2009
a. STR0 ,JR
flAI NOTae MR LISIVITIOeNMEVrgY ALL DIMENSIONS Jill 22
CARPORTS OF WASHINGTON, INC
P.O. BOX 2389
Buckley, WA 98321
Phone It Fax (380) 829 -2838
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 3 1 2>9
City Ci of Tukwila
BUILDING DIVIgIfaN
I mmix
DENNEY ENGINEERING, INC.
38801 1910 Ave. St
Auburn, Washington 98092
Phone 1 fax (253) 939 -1373
__.. .J1. ,. • .1 .��W ►.h.a. �6�. -.
PERMIT CENTEi-
aws
r r
PIE
PURUN
C10 )13x14 OA
ENO
Villages at South Station
3724 So. 154th Lane
Tukwila, WA 98188
4' -0"
L tAt' X4V 't.(V44
5' —O"
k
10'
10'
o
.0°
SLOPS 1:12
' r h
2' •O "•
5' —O"
T aPl9l CROSS SECTION
..
IRV UM
4' —O"
MOLE POW CARPORT
TYPICAL CROSS SECTION
ASPMALT
20 OA
MCTAL DECK
r ZNAT1VC
111016 NO
, .6. ' / FILL
X40.
CARPORTS OF WASHINGTON, INC
PA. BOX 2389
Buck*, WA 98321
Phone ! Pax (360) 629 -2838
REVIEWED FOR
CODE
APPROVED
COMPLIANCE
JUL 3 1 2009
City of Tukwila
BUILDING DIVIRInJ
7 -13-
RECEIVED
JUL 22 2009
PERMIT CENTB
DENNEY ENGINEERING, INC.
38809 19I et Ave. =E
Auburn, Waehkpfon 98092
Phone 1 fox (253) 939 -1373
°
ROOF DECK OVERHANG PER PLAN
ASPHALT
Fe Y4 "x5x9"
C4
PURUN
C10x3x14 OA
2'••0641 I
ROOF DECK 1Y4 "x29 CA
(VIC WEST) OR EQUIVALENT
TEK #12 -14
CENTERED ON C1O
HSS dx4 COL
PER PLAN
N
TYPICAL COLUMN FOOTING
NTS
TYP 0 FB/W8
NATIVE SOIL. NO FILL
villages at South Station
3724 80. 164th Lane
Tukwila, WA 98188
Wdx1 O•
(4) A •307xh
0 SPUCE
1 1/4"
s-
2 1/2"
1 1/4"
TYP . PU�LIN 0 BEAM END DTI
flh o
ROOF DECK 126"x29
OA (NC WEST) OR
EQUIVALENT
1
Wax1 O
MU POST CARPORT
NTS
He
c
=OM
wex1 O — \1/4
TOP PL Y4 "x4 - x24=
1 1/2"
TOP PL
4"x4 "x24" W/4
r •WASHE/ NUT
WASHER
,
WON1
W8x10 RAFTER LAYOUT
CARPORTS OF WASHINGTON, INC
P.O. BOX 2389
Buckley, WA 40321
Phone it fax (380) 829 -2838
2A -2A PLAN
r[ 1
{ 1� JI
1 . –S .
e.
HS$ 9x4 COL
PER PLAN
COPE COL
FOR WELD
TYQ ■ � E 0 04M W8 OVER TS COL DTI,
IV! 1 -
FB Y4 "x6 "x9"
BELOW
O xx. aa
Ei► s`D OF
MU Me*
PU ir"x4x2
DENNEY ENGINEERING, INC.
3880$ 191st Ave. SE
Auburn, Washington 58042
Phone Ic fox (253) 934 -1373
.
• a, • ._ • .
t
M
h
N
1 1/2"
REVIEUUED FOR
CODE COMPLIANCE
APPROVE
JUL 3 1 2009
City of Tukwila
BUILDING Dfl11Qrr i ,
r
al
MUM ey5
0106
MI 0
4r
STRUCTURAL NOTES
1. BUILDING CODES
IBC _2 0010
Washington State Building Code
(Washington. Administrative Code (WAC) Chapter 51 -30)
7. 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 Ki Kit Kd Iw V'
SEISMIC:
Seismic Design Category
D
Actual .
25.0 PSF
85 mph
8
1.0
Villages at South Station
3724 So. 184th Lane
Tukwila, WA 98188
FOUNDATION:
Original ground or 95% compacted structural fill
Allowable Sod: Bearing Capacity (DL +LL):
(Assumed soil two GP -GPGM for all carport areas)
GP = Poorly grovels, graded -sand mixture
GM = Silty gravel, grovel- sand -sat- mixture
Contr act or ahatt verify soil condition prior to prong 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/MSS:
Bolts:
Nuts:
Flat /beveled washers:
Direct - tension washers:
Finer 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:
NI Concrete: 2500 PSI
Maximum water- cement ratio, by weight:
Specified strength Non - entrained
2500 PSI 0.58
7. PURUNS
AI purlins are ASTM A 441 unless noted otherwise.
NOTE,
noted otherwise:
ASTM A 50
ASTM A 36
ASTM A 500, Grade 8
ASTM A 307, Grade A, unless noted otherwise
ASTM A 563
ASTM F 436
ASTM F 959
E70XX Electrodes, an welds shah be single pass
3/16' unless noted otherwise
ASTM A446, F • 55 ksi
ASTM A446, l • 80 kui
UNION
Ak- entrained
0.46
2000 PSF
s. SCREW FASTENERS
Self- Drlling and Self - Topping Screws shall conform to ASIM A 545.
6. ROOFING
1 1/4' X 29 CA roof deck (AEP SPAN) or equivalent with p2 -14 lek screws
as noted on drawing a (4) screws per 36' wide panel • each support.
CARPORTS OF WASHINGTON, INC
P.O. BOX 2389
Buckley, WA 98321
Phone k Fmk (380) 829 -2838
MOM
REVIE VE FOR
CODE COMPLIANCE
APPROVED
JUL 31 2009
B City of Tukwila
UILDING DIVISION
RECEIVED
JUL 22 2009
PERMIT CENTEI
DENNEY ENGINEERING, INC,
38809 191st Ave. SE
Auburn, Vkihington 98092
Phone • Fax (253) 939 -1373
7 - 3-09
0
J =
e't 6.13 ig 1,
Dg
{
SITTS & HILL
ENGINEERS, INC.
---
03 n
, -
•
S
to09. 14 I
SOUTH 164th STREET
Plan rem --
... : ,
(I 4 b
0-1) SiAll
Li)
--- FILE COPY
Permit No
ert
r
lb) C, 1
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 31 2009
South Station - Carports Map City of Tukwila
July 2009 Proposal to add 31 mor
RECEIVED
JUL 22 2009
PERMIT CENTER
DENN1Y ENGINEERING, INC.
38809 191" Avc SE
Auburn, WA 98092
l'honc & Fax (253) 939 -1373
STRUCTURAL CALCULATIONS
PROJECT f//L L A 6E5 @ 5o u 7-H 57-AT/0/ti
372- 50. /S4 Z e
Th/ <w WA 98/S
BY E D
DATE /0/i(970?
CARPORTS OF WASHINGTON, INC
P.O. BOX 2389
Buckley. WA 98,321
Phone & Fox (360) 829 -2838
Dol.
C RE VIEWED F
APP ROVED
PROV CF
JUL 3 1 2009
BUILDING Tukwila
DID/ I
SIGN
RECEIVED
JUL 22
PERMIT CENTER
DENNEY ENGINEERING, INC.
38809 191 Ave SE
Auburn, WA 98092
I'Iwnc & Fax (253) 939 -1373
Roc( Loads
Loads on. Meta/ i ooirirzq
DL 0.75 psf ROc i hc
LC. 25.00 ps (snow.)
TL 45i7
Low soy] Pu.rbis
DL 0.75 psf Roo 6;/)1
0.25 psf Par /ins
1. oo JQSc vapor Ba'riei-
DL 2.aa psP
LL 25:00 psf
1Z 27.00 psf
DATE PAGE
Villcc9e at ,5ouM Std do
.3724 4 So. l54//1 Lave
7rukwila, 14A 78181
DENNEY ENGINEERING, INC.
38809 191 Arc SE
Auburn, WA 98092
1'hunc & Fax (253) 939 -1373
DATE )D-lb-o2 PAGE
½//±?9e s at South Ste-1210i
.3724 So. /54 It Lave
Tukwila, 111,4 76188'
/VOte : Wind dno/ Force 49v2.dlyses ze
•seci or). seavzdard ¢ - -sta /l Carports wi L%
c7 let x is ft se The analyses wi / /be va. /rc/
7 cor Cd :epOrts of o z�ter sew $ccaneit" /es, / e
64 . lle.sser .5 /Zes % e., F ft x /6 ft,
Wind aeta /ysis will be ha'sed v'z Exposu -e e,
and will be va /i'd for 5xposure 8 sie
Ana lysis will be Gased on v = 90 n4 3 sec. Vast
a eld w /1/ be for V = 85 /14f i too .
TRANSVERSE W /,vb
3
DENNEY ENGINEERING, INC.
38809 191 Ave S1L
Auburn, WA 98092
I'honc & Fax (253) 939 -1373
k/fl Arra
Ref: IIC Zoo& and 4ScE 7--os
he the 51'i1p1/&d /liletkod per Asce 7 -05 Sec&Ov Ma9.o.2
Vel.
=--go riy2_11 &p. C Roocslopoe 4 6=42°
Maio G!/i» c✓ Force ResrsO ;9 System - 7i^ansverse 1/M;10/
Vertraz 1 projected areas (See fp. 3 ' 4-)
Ps = ,i1..7 ps30
✓1.
-= ! . 2/ 7a/e /409. G. 2.1(4) (see p.')
r =1.00
Sure Ge
A
8 /2, 8 /3 5
-- 6.7 b. 7 — 8• I See /0-7
C 8.5 10.3
!�
—4:0 ) —4.8
/-/orizonta/ projected areas
ps3Q
—15.4
—8. 8
-- 10. 7
—6. se
Save height 7`
.Zo 2(0.10)(18) =3.6'
or = 260.4)0) =5.6' < C1Se
DATE /D- - /b -oS PAGE 5
1/27/9 ei at $0u/4 Seat/OIL,
43724 50. /547`/ Lave
7ukWj /c, WA 7816e
ps (psF)
: : 5 e e O p,7
9
—8
Least !ui /d4h9 di ehsiov 1f1'
Adjustment
for Building Height
Factor
_.
X
and Exposure,
Mean root
hel . h
E
B
D
•15
1.00
1.21
1 A7
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 1
Figure 6-2 (cnnl'd) I Design Wind Pressures
Enclosed Buildings
h 5 60
Walls & Roofs
ASCE 7
ID
Main Wind Force Resisting System - Method 1
Figure 6 -2 (cont'd) I Design Wind Pressures
Encloser( Buildings
Simplified Design Wind Pressure, Pao (pet) (Exposure B at h s 3011., K„ a 1.0 with 1= 1.0)
Zones
Basic Wind Root
Speed Angle Horizontal Pressures Vertical Pressures Overhangs
(mph) (degrees) 3 A B C D E F G H all G0?+
0 In 5' 1 11.5 -5.9 7.6 -3,5 -13.8 - R -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 20• 1 15.9 -4.2 10.6 -2.3 -13.8 -9.6 -9.6 -7.3 -19.3 -15,1
25' I 14.4 2.3 10.4 2.1 -6.4 -8.7 -4.6 -7.0 -11.9 -10.1
2 - ---- - --- -2.4 .1.7 -0.7 -3.0 -- --- - --- --
i
90
100
105
110
120
30 tors
Is'
70'
25•
3010 45
010 5•
10 •
IS'
70'
25•
3010 45
0105'
10•
15•
20•
25•
3010 45
0 In 5•
10•
13'
70'
15•
301015
O lo S•
10•
15•
1S•
101013
1
2
1
1
1
2
1
2
1
1
1
2
1
2
1
1
1
1
1
2
1
2
1
1
1
7
1
1
1
7
7
12.9
12.9
12..8
16.1
$ 7.0
• 18.1
14.4
14.4
15.9
17.9
19.9
72.0
, 19.9
17.8
178
17.5
19.7
21.9
24.3
21.9
19.6
19,8
192
71.6
71 1
76 6
74.1
21.6
211
27 6
. 25 8
711.7
316
18 6
75.1
'15.7
8.8
8.8
-6.7
-3.4
4.7
2.6
9.9
9.9
-9.2
-7.4
6.8
. 5.8
3.2
12.2
12.2
-9.0
8.2
• 7.3
8,1
3.5
13.5
13.5
-10.0
-9.0
-80
-/0
3.9
14.8
11.8
.119
-10.7
9.5
R3
4.6
17.6
1/.6
10.2
10.2.
10.7
11.9
11.7
11.5
11.5
10.5
11.9
13.3
14.6
14.4
14.2
14.2
11.6
13.1
14.7
18.1
15.9
15.7
15.7
12.7
111
160
I/7
11.4
17.2
17.2
15,1
il l
19 1
71 1
20 1
10.1
70.4
7.0
7.0
-4.0
--1.0
-2.6
2.7
7.9
7.9
- 1.9
-13
-3.8
-3 2
3.3
9.8
9.8
-5.4
-4,1
-4.2
-3.5
3.5
10.8
10.8
-5 9
-S.2
1 6
1.9
1.0
11.8
11.8
-10
62
31
46
1 /
110
14.0
1.0
5.0
-15.4
• 13.1
-15.4
-7.2
•2.7
1.1
5.6
-10.1
-19,1
-19,1
-19,1
-8.8
-3.4
1.4
6.9
-21.1
-21.1
-21.1
-21.1
-9,7
-3.7
1,5
7.8
73.1
-73.1
-7.1.1
71.1
-
41
1.7
8.3
-71 4
-714
-71.1
•71 4
11.1
16
7.0
9.9
-7.8
-.1.9
-R.8
•10.1
•10.7
-9.8
-5.3
-8.8
- 4.3
-10.8
-11 8
-17.4
-133
-12.0
6.6
-10.8
-3.3
•11.9
-12.8
-13.7
•14.7
•13.2
-7.3
•11.9
-5.8
•13.1
-14.1
-IS 1
•160
-14.6
•79
-13.1
6.5
-15.6
-1R9
- 1 1.9
-191
113
91
-13.6
7.!
0.3
11
-10.7
-10.7
-10.7
-5.2
-0.7
0.4
4.8
-13.3
-13.3
-13.3
-1.1.
-6.4
-0.9
0.5
5.9
-I/•7
-11.7
-11.7
-11,7
-7.1
-1.0
0.6
6.5
-16.0
-16 0
-16.0
-16.0
-1.7
0.6
72
•19.1
-19.1
-19,1
-19.1
92
13
0.1
86
(hilt Conversions -1.0 ft - 0.3046 in; 1.0 psf - 0.0479 WV/in 1
60 it.
Walls & Roofs
-6.7
-6.8
-7.8
-3.4
-7.5
-3.1
-8,9
-9.5
-10.1
-9,1
4 2
-9.3
•3.8
-9.3
-9.8
-10.5
-11.1
-10.7
4.6
-10,3
-4.2
-10.1
-108
-115
•17.7
-11.1
5.1
-11.3
-4.6
17.1
-179
11.1
.14
13.9
60
-11.4
5.5
-4.5
-21.6
•21.6
-7.1 6
-71.6
-13.3
-
-5.1
•76.7
-26.7
-76.7
-76.7
-16.5
-6.3
6.3
-29.4
-29.4
-29.4
-29.4
-16.2
-6.9
6.9
17.3
-32.3
•37 3
17.3
• 1 9.9
-7.6
-7.8
:18
-38.4
:18.1
-.1R 4
13.1
9.0
9.0
-5.2
-5.2
-16.9
-16.9
-16 9
-16.9
-11.4
-5.8
-5.8
-709
-70.9
70.9
-70 9
-14.0
-7.2
-72
-23,0
•73.0
-73,0
-73.0
-15.4
• 1.9
-79
73.3
253
-751
75.3
-11.0
R.7
R.7
10 1
.10.1
30.1
10.2
10.3
103
ASCE 7 435
7
DENNEY ENGINEERING, INC.
38809 191' Ave S1i
Auburn, WA 98092
Phone & Fax (253) 939 -1373
DATE /D- /L-oR PAGE
V
//7/67 c7t Sou/6 Sta tiopL
;3724 So. /547Vt Lavle
TLk col /c, 141A 78188'
W».-rd Forces (oil Mid FRS
bra svea'se Wtnte
/5. = /5.5(5.6)(0 - 75)0) -I-5. (5. co)(o. 375)(2) - 1-- /0.3(2¢ s)(0_75)
4.6 (2q. fit)(0.3743) = 400
LOn9ibud'na/ 01/n4'
/
= 15.5(x', C.0)(0.75X 8./(6.0(0.75) /7z
DENNEY ENGINEERING, INC.
38809 191' Ave Sts
Auburn, WA 98092
l'hunc & Fax (253) 939 -1373
1/ z
C5141
(.25 = '5bS
' /I
Cs = /.30(1. 1 = 0.52
2.5
E$► /2. -- 1
1=100 R = 2.5
DATE /0 -1� -QR PAGE __.
cgt 5ow h Sta Z`�a✓�
6 3 724 So. /547`h LavIe
7 I4/A 78/81
?
Seismic Force - AI(juiable 5 ress Des ;9n
Ref: IBC 2666 Sect. /6o5", arid 4SCe 2.41/
Mapped ,Spectra/ Acceleration
5 /. 25 /_ 1 9 . / 41 1.7.5 CO 1 24060
.5,.,, = f. s Stye C /ass D2 F 1.56 Table /6
Srns = 1.56(1.25) =1.75 53, //.4- -1
S o s -- 2 / 3 S n i t s - 3 .x 1.9 6 _ /. 30 6 /1.4--3
Se,s Oe519 h Category P (45C 7 -05 T86le //.6 - 1)
5eh Yi c BaSe Shea^ 4SCE 7 -05
E3. /2. 8- 2
Load Com.o/natior (45 7 -05 Sect. 2. IL. / )
4'6 0 - l - 0.7E
I/ =C W = 0.7 (0.52)(1.0 = 0.3104•W
5 s rn i c Force N 3)4 3 upI''
= 0.3 4 `/: 89(4- )(4- = 2604
fi 4. col's
w,;' Colo ? (' 7 /S a ri s ver_s e
, i ' j: l c o r i c i l uci(n ad /
DENNEY ENGINEERING, INC.
38809 191'` Ave SE
Auburn, WA 98092
Phone & Fax (253) 939 -1373
DATE /0— /1 -o»? PAGE
/j//89e5 at Sou `h Ste t5OkL
,372 $& I54ft Lak
"I tkwJla, u/, 78/81
Uplift oh Mc v 1,1h id Force Rests - bi;)y .Srs��» (MUJFRS)
P n 6 • - 1 - w P.530 so A - - 1 . 2 1 -1,60
'lo 3e .7 -- /0.7 , p. - f per /6o7.61.2./ (r) (ee p. 7)
7k pnet = 40061.206 -10.7) = — 12.9psF
Up it'ct on CO mpo -0 d 14 is (..' l i/c/oli .1
/2,74 t - , k. .tcv phd t 30 .A. m 1.21 -Ti,) =1. 00
C1,�c pne 30 /'or Zo . 3 Table /609.e. ?.. I(2) ('Sce ii)
The.4-1 /firch30 = /5.8 /)sf
: c J
/),„a - 460(1. 2/)(15. 8) / 9.1 19Sc
Figure 6 -3 (conl'd) Net Design Wind Pressures
Enclosed Buildings
h560R.
Walls & Roofs
Net Design Wind Pressure, p,,.w (psi) (Exposure B ath . 30 tt. with 1.1.0 and Ke . 1.0)
I lnil Conversions - 1.0 R -• 0.3040 In; 1.0 pit • 0.0479 kN /ml
44 ASCB 1 -410
/ 1�
Zone
area
Bas Wind Speed V (mph)
Ise
85
90
100 -
105
110
120
1
10
5.1
-130
59
-146
71
-I80
8I
-$9A
89
-218
1113
-259
i
20
5.0
-12.7
36
-142
69
-17.3
76
-191
A3
-212
9.9
•232
1
50
4,3
•l2 2
3.1
-13.7
6.3
-16.9
6.9
-187
76
-I0.3
90
-244
1
100
42
-119
47
-1) 1
38
•16.3
64
•18,2
70
-199
A)
.217
2
10
3.3
-21 A
3.9
.24.4
7.3
-30.2
8.1
-.13.3
8.9
-16 3
10.3
.43 3
2
20
30
-19.3
56
-21.8
6.9
-27.0
76
•29.7
8.1
-126
99
-18A
01010
2
50
4.5
-16.4
3.1
-IRA
6.3
.22.7
6.9
-25.I
76
•27.3
9.0
.32.7
2
100
4 2
-14 1
4 7
•13 8
3 8
-19 5
6 4
•21.5
7 0
-23.6
8.3
•28 I
3
10
3 3
-32 A
3 9
.36 A
7 3
-43 4
8 1
-50,1
A.9
-53 0
10 3
-65 4
3
20
50
- 272
5 6
.10.5
69
-376
76
-41 3
R 3
- 453
9 9
•$42
3
- 3 -
'
43
-19.7
3.1
-7
63
-27.3
69
-.10I
7.6
-33.I
90
-391
_ 100
- 10
42
•141
47
•13I
38
-195
64
•215
7 0
•236
A l
-281
sawaDUen L mow
1
73
-11 9
8.4
•133
10.4
46,5
11.4
-18.2
12.5
•199
14 9
•217
1
20
6.8
•II 6
7.1
-13.0
9 4
-16.0
10.4
•176
11.4
-194
116
•230
50
60
•11.1
6.7
.12.3
8 2
-13.4
9 1
.17.0
10.0
- 186
11.9
•22.2
100
3.3
-108
3.9
42.1
73
-149
RI
•163
8 9
- 111
10 S
-213
2
10
73
•207
84
-232
10.4
- 28.7
11
-316
12.5
-317
14.9
-41
2
20
6 8
-190
77
•214
94
-26.4
104
.29.1
II 4
-319
136
-180
2
50
60
-169
67
-I89
82
-233
VI
•237
100
-2112
119
•1.16
2
100
5.3
-13.2
3.9
•17
7.1
-210
Al
•2.1.2
89
•251
11) 5
-101
3
10
75
•306
8.4
-343
10.4
.42.4
11,4
.46.7
12.3
-313
149
.61.0
3
20 •
6.8
•28.6
7.7
-32 1
9,4
-39.6
10.4
.43.7
11.4
.47.9
116
-57.1
3
- 3 -
50
6,0
•26 0
6.7
.29.1
A 2
-36.0
9.1
-39.7
10 0
-413
II 9
-SI R
100
31
-240
S9
•269
71
•1)2
81
-166
89
-402
103
-479
secu as St out ■E 101
1
10
II 9
•130
133
•116,
-118
163
1611
.18
•17,1
182
176
-198
•188
199
194
•218
•207
23.7
2111
-25.9
.246
1
20
116
-121
110
1
50
III
•I13
12.3
•128
15.4
-15.9
170
-173
18.6
•192
22.2
-22 A
1
100
10 A
•108
12 1
-12.1
14 9
.14 9
16 3
-163
IA 1
-18
71 3
-71 3
N
10
II 9
-132
13.3
-170
163
-21.0
18.2
17.6
•1.12
199
-213
2.37
230
•40.1
20
II 6
•145
13.0
.16.3
160
.20.1
- 222
194
•243
-290
50
II I
-137
12.3
•13.3
13 4
•18.9
17.0
•208
IA 6
•229
22.2
.27 2
100
ION
•110
121
•146
149
.180
161
•198
IR I
•21A
211
•219
3
10
II 9
•152
13.3
-170
16.3
- 21.0
18.2
•232
19 9
-23.3
2.17
-W 3
70
II 6
-143
130
-163
160
•20 1
176
•22
191
-24
2.10
-290
50
100
II I
-117
12.5
-131
13.4
149
-IR 9
171)
163
-208
IR 6
IA 1
•229
. _ _
8
� 22 2
21 4
•27 I
•719
10A
-1.10
121
•146
-IRO
.19A
IIeM
I 4
10
11 1)
•141
146
-13$
IRO
•19.3
19.8
•213
21.8•2.16
23.9
•281
20
124
•113
119
•11I
17I
-II 7
IN
-2116
20
226
247
-26
v
SO
II 6
•127
110
141
IA1
-116
17
•194
191
-211
212
•214
100
II 1
•122
12 4
-116
11 .1
-$6
169
•183
IR3
1114
2211
•242
` 4
500
V7
•1011
109
-111
114
-149
14
-161
16
181
191
713
VI VI VI t 11, : VI
10
11 0
•174
146
•193
II 0
-741
19 I
-766
21 8
291
7.1V
-147
70
124
-162
119
-IR2
172
223
119
-2411
20A
272
747
124
_50_
100
11 6
-147
110
•161
16 I
.20 1
187
17 R
•224
19 3
246
21 2
29 1
26
' 21 3
II I
-11%
124
-III
131
169
2116
IRI
716
1211
19I
¶4 )0
91
108
109
121
II 4
$49
14A
161
162
I81
Figure 6 -3 (conl'd) Net Design Wind Pressures
Enclosed Buildings
h560R.
Walls & Roofs
Net Design Wind Pressure, p,,.w (psi) (Exposure B ath . 30 tt. with 1.1.0 and Ke . 1.0)
I lnil Conversions - 1.0 R -• 0.3040 In; 1.0 pit • 0.0479 kN /ml
44 ASCB 1 -410
/ 1�
DENNEY ENGINEERING, INC.
38809 191 Ave. SE
Auburn, WA 98092
Phone & Fax (253) 939 -1373
Roof 5/2e0M)ri9 rCOr and Wind
the e6/; is .l? 36 29 a. or 1 is West 11/ -R/8 3f'
26.74V1
16':75 1 /,
S 4 = 0.0623
f G .z (? , z
0.04023
(1°562"
PA = 206:6 z
o. 05(
M._ - - 75(4. 0) _ 206
2
DATE /D - - off? PAGE A
Vj7/c7e 5ou7`h StatoyL
,3,7 24 So. /54tai Lave
7ukwjlc, WA 781 S$'
.7.6 ,0)
M Ake: l.`.. pas «' c lie, iW __ 322-2636 =
F= 80 ksc:
0.,o('o)= 4-8 ksc
2' psi < 4, psi 01c
fir Xi iy1 um Suess
3, q, 6'5;: i i 1/ ;660 0 /< -
Ok
* .
3 2.2 ' /
=.
u ro
ctiP c.,k Cah'ta'Ke 7 O: 1 � ✓1 (.L�l /��C,
/Y../ 44 for 'co& 0.33)
= �P3.98 � < ��
2
, - 15.502) . <.43 :980 sc
O. 0'rla 2
HR-36
26 & 29 C Cage Cladding Panels
realuring
Zlnealure r0r rwiee the Wel
calu►ne towlines the Strength of steel with the
corrosion resist me of alu:ninl for twice the life
Of zinc rnalingts.
Nl R.3 , is a through-fastenetl1tietill panel wiles lull 36
covt:ragc. I IM•36 iS itreJdntinantly used it ltrdtlstM*I root
.intl Willi a;111Iic.1lio
l.7 WI►Mr t:overagto Mean;, fewer ;i nelS to handle anti
inunll, saving lin1C And motley.
, lnny4 spinning l dpdbllily; design provlcie..s superior load
And tp►n Capac:ille , Saving Money in %Wit:tur. I sup;x ►l.
. C7 Quick. cconomlcal Win packages available as standard
1►Im Itict:'s Oat r.,tn tie ordered by ntunher.
U C►imp Curving awilable for a unique appearance.
• tensile steel panels in 29 and 26 g"luge panels
availa!,.le with tit (jutlietht "nt tang system at
Zllu..lunte. Plus.
• U Fihtrglics skylight panels are availabld to match the pro-
file of arc metal Wilds:
Nft•)G (typical Roof Applicalirnl) I ur .
1.6) 3 te-1 -1 b.,Mn1.46► i
I
Itwcr«tl I III.Jf, I1'yplrnl W.►II �g ►phralk►n)
UILbING PIZODUC1S
•
?Actin% WA 4Ot>M3.4935.151.311I.•t9 ►S Mx 2511/ /.0/11
ren1310. CA 11 40•lf1•14bh,'111.l%fl. hrll Mx 101.1121 • Ps II
13
DENNEY ENGINEERING, INC. DATE /D— Id —oS' / PAGE l
38809 191" Avc SE
vi/'�cc es df S utA Ste/ fLO�
Auburn, WA 98092 /54 L a yl e
Phone & lax (253) 939 -1373 ,3 72 SO.
Tukwila, 141A ?else
Shaw ein, 7 coon e C all 'or Gvlvi or Uplift ..
Load /, r foot = :1.5..8(4/z / /O.�
l./Je it/1- l4L re.f< Screws at /2 l'o. c, ii
Pad/ over capacity 14 . .241 ea. SGTt. = 537 * (See p. /5
CO r g7 'p'., .... A. e :►4s t`d : p," I /over i pt o r ti ana / to 6ICA4eiss.
77) efri For2¢g4,
/ //- 0 Vdr =- 5 : 3 70.:O/ 72/0 0 2L /-7) =121.1
'374 # > /10 :� , 01<
S. on U/Jiv,az`e = 374/78.7= 3.79 Say_ Ok
Puff- ou.t: capat.%t- 1;1 /L v a. pur• /%n • . ii t r . 4: ( /3) .
11.3e/- » •1/0 0/<
F. 5.•;d y' L1lf/i%yiate = 1/3 110.25 OK
Lise. *72. -/9 ,Talc Screws @ /2 "0. c.
• A
Y'
12—'14 E" H W i'•'1
hLATED t3TIptL
- C,RIILLIN
Cill'SzcAI. PKl)CI ?I(T1pSt
l lcni)— Actors rInls: ..11 2-.:105
bread 1) a. (0.1).): .215,
7'Ittentl 1)111. (1.U.): .164..1157
P(11.1. OUT 511 2ENG'1'il: 'POUNDS ULTIMA'T'E)
1!). GA. , ISt:iA. i . .
MATERIAL 1.104) .070 AI.
!� KSI (.064) (.062) (mistrial
.. —^.�..►- «=- *.t-b.�.,- . : K S I 5O K S I 50 K S I 20(1)
I' I! I? t) i 211.1. 01A.
+-+*fit- ,:mss._ ............._ .... - , — IT-- -,-, -ti
I ""°'z'�"�— ^*—*-�., = .,., -m,,
; NO NOT Ill (
WOUNDS) IIASO I - 912 710 - --- ._.___ �._— _.___.__._,,.. -. - 1116
rum, c VEIL STIII•;NG'1'111 11 ULTIMATE'
MATERRIAI.
'��ASI IE I( (GA)
I)1AMr,TER
Untie 5 /11" 1 4Mtn ISMnt.
1590
sl'III L SI lI',1;'1'ING
- ) -- -- --
20 GA •• . 22 ( ;A. 24 t ;A.
(.03 )• ) )
GAL V: ( ALV , (,AI.V.
1358' 1008 113
N/A 1344
,
Mln, 'tensile: 2 rounds
Tota1°nnl: 971 Ins. -Lbs.
Min. Slim: ALSO Puund
1193
1008
WAS1IISt(
r vrn
.wcwtll �
1111 • 152S 1020
1 •
IlEt:,MM ENDED 1)11IVING TOo[S: • '
111)1 iota ImpactInit type dtivet
1900.25(X) RPM Sttewdllvet a lulpped f v llh depth loafing note piece to ptevenliovetdtivIng Ana sit 'pow , (1)o
RECOMMENDED MA xIMUM D ILLIN( TIIYCKNCSS: • •
•1116: A pptolt. (Told tlllcknet of sJ1e�lI Inelildln c
may v.ty dr.pnnJln� u lyp u( asso1by bins (11111a) 6 011p1etscJ 1�1u11otlun Thickness. 't 111rknrss
1111X frInt, VA►) 11(&0 AS SPITING. 1 VY0MISSING, I'A. 19610 115.1 /6•17SI 1AX :.114•11;!1
A II AN1 A CIII("A(;O 11()t151(pH (OS At; (1S ;.AI, SOkItnS'T 11I[SS
N01IS
• -:: 221.3.
.035 Meld
tenting
wnahet
used I'm
pull nvet
letting.
DENNEY ENGINEERING, INC.
38809 191" Avc SE
Auburn, WA 98092
I'honc & Fax (253) 939 -1373
DATE iD -l6 -oR PAGE _So
½ 7/ 8 9e S a t 50 ut h Sta tio._
;3724 50. 154/ - 4 Laoe
Tukcuila, u1A 76/86
de si r� .-
9 cup // 6e 6a,,ed on � -,, tcl// carport's
w/ % 9'x /3' ,5 sizes. Me desigti.)/// ti.)/// c// 6e r/�lrcl
r-- .7. -:.c/ grey tom- ..self ca more; wit tG1 5z-i� e_ or
/eS r' se .5 6"c cr /extension s. "
Roof and coect`vcr?s willd/so be desiviecJ
6.9se.d on ou.rlin /'Ws 1 ►op r' &a /l c r ort's, Thy.
des y rl cv r /l also . b e : va 1, d yr• outer edn /:iq /ton s
..7vzd ,5ivt. al/cr .5to/l .sizes.
'Except
Carpport5 Ho Jtzal(s and walkwa w /// re3utre
.Lpde a/ c:alculateoris for pu.r /,�,s 6eams cybtc/colakmos.
For^ Carports wItt, odd vtu.`uders of stalls, Wiz% -no
a ( the par /Iris o one excl separdfE purl vi
(A' /CU /zqbo)LS are /Preluded
DENNEY ENGINEERING, INC. DATE JD —/b -off PAGE ) 7
(/'lice e,5 at South 5 t
,3 724So. /54/4 Lame
'Tukwila 78l88"
38809 191 Avc SE
Auburn, WA 98092
l'honc & Fax (253) 939 -1373
Puefi i., Car el-- .56a// Carport
5 // size
Apia /95/:5 w //l 6e va /// 'fors ma / /er ,sta// sizes zoo)
14 i = 2 7(/ 3 /z) 21t-3#/
ay='243
7' 18"
-4.37k .
M 0.24:3
2 '
N1 0.2Lj(i81Z =.0
8
/se C76 ,��. x /4: a 30 451 min
,4/6/ P ' MO! d G 73 k' (5 22)
?'
4. 37 k
9.se4k'
Reacth'iors
R =243 ' /2)
-- 4;37 k
DENNEY ENGINEERING, INC
38809 191" Ave SE
Auburn, WA 98092
1'hunc Sc Fax (253) 939 -1373
Pcr /ivs for Carports
60=26.2(9)=236
M
18'
W = 23Co #/
1-
R2 -4 .78k
DATE 10- -1b -Ob' PAGE JIA
1/27/6 at 50a/A Sta i
,3 724 So. 1541 Lave
7 MIA 76188'
M = 2 3 / 0 (9) Y 2 = 9558 4 = 9. 5<o k
N I + - 2 3 6 ( ( 8 4 - 9 ) 2 0 8 - V 2 ( = 5376 k' - 5.38 k'
C'/8)
p 2310 (18 -9 - 1593' 45? k
2(18)
R2- = 1.779 - 4:78 k
277
1�y 1nspecf 21,
/1se (' x3 x 14- f qa. I-y = ksL 'M/4_
� /:l .,' /;o for 5 _5 /au Cr,alrpor .,
DENNEY ENGINEERING, INC.
38809 191 hvc SE
Auburn, WA 98092
1'honc & Fax (253) 939 -1373
7 //r,s co r 6 -5? // Carpiv `s
W 2 7( 9 ) =24/3
uJ = 243''/
71 0:
. �,�. _ -7„ ?
DATE ID -/b-oS PAGE /?
1/27/6'?e 7t South Sta bout
,3724 & /54-tit Lav1e
7ukWila, 14M '?6I
1
/14 max. = 2.6/ k
8y thsp .2 • < 6 Ill rt'or spa,,s
e = C ' � (can tt lever )
Llsc C io x 3 x t vt.. F y 5b kst 74.1;4,.
Al aura /e mome /1.73 k (See p. 22)
til 2930)
- -7gVA/
JOINT
NUMBER
2
3
JOINT
1
2
3
MEMBER
NUMUFR
2
Full R Partial
Span
UNIFouM LOADS
(k /ft)
--- COORDINATES - --
X(feet) Y(feet)
.::43
0 0
18 0
36 0
X- RESTRAINT
Rigidly restr'd
Unrestrained
Unrestrained
'LEFT' END
Jnt. F/P
1 F
2 F
SIX -STALL CARPORT PURLIN
D +L
JOINT INFORMATION
'RIGHT' END
Jnt. F/P
2 F
3 F
JOINT IOADS
MOMENT (k- f t) X -FORCE f kc i ps) Y- 1'ORCE (k i pg )
>;
V v v v
-9.64
0
9.84
SUPPORT INFORMATION
Y- RESTRAINT
0
0
0
Rigidly restr'd
Rigidly restr'd
Rigidly rent.r'd
MEMIIER PROPERTIES
AREA
(in2)
1.67 24
1.67 24
MEMBER LOADING INFORMATION
7.
ROTATIONAL RESTRAINT
Unrestrained
Unrestrained
Unrestrained
MOMENT of MODULUS of
INERTIA (in4) ELAST (ksi)
0
1 1 •
v v v v
0
0
0
MEMBER UNIFORM PARTIAL SPAN a b TRIANGULAR c
NUMIR1R 1.OAD(k /ft) UNIFORM LOAF) (ft) (ft) LOAD(k /ft) (ft:)
1 . 13
29500
29500
TRIANGULAN
LOAD
(k /f t:)
IZ
/CI
SIX -STALL CARPORT PURLIN
0 +L
SUPPORT REACTIONS
JOINT BENDING MOMENT X DIRECTION Y DIRECTION
NUMBER k -ft (+ clkwse) kips (+ rght) kips (+ up)
1 0 0 2.46025
2 - 9.538743E -07 0 3.0275
3 0 0 2.46025
MEMBER END ACTIONS
MEMBER JOINT BENDING MOMENT AXIAL LOAD
k -ft (+ clkwse) kips (+ rght)
END SHEAR
kips (+ up)
t 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
a
0
2.46
-9.84
.91
2.61
2.61
SHEAR
(kips)
-1.91
-4.92
- 4.92 -9.84
MOMENT
(k -ft)
SHEAR
(kips)
-2.46
MOMENT
(k-ft)
SIX -STALL CARPORT PURLIN
044.
Member Number 1
'Left End' . = Joint 1
'Rght End' = Joint 2
AXIAL LORI) = 0 kips
SIX - STALL CARPORT PIIRLIN
0 +L
Member Number 2
'Loft End' = Joint 2
'Rght End' = Joint 3
AXIAL LOAD = 0 kips
a�
•
•
L
• -
•
• r
.4�
pur /i A/ o wa6le Moahevtt
C'10x3x /4Ga.
�- 6
4= /./Q4-n Rt,= 1.028 J= O.062023 C 2¢.306'
i = 4.402 G = //, 300 1 <sc.
L /n6r3ceal /en9t'h i = 9.0'
cJ' ='N = 9.8709,500)
7<14,/ y) 0.0x. ?x t2/1.023')
Cr _ 1 GJf Z � C'w
� � A(g0)2 �l� )
/ 7 3(.zoz3) *-. d7(29,5aa)(24 306)
l./9q(4.1e2)Z ( /.00x 9.0x /2)
= 27.2/ /<SL
A P CT (rt = /./ t(4.102)7J26.3g(27.2/) _ /4D. g
MO C( ?/cu/afec mo->wezt = 7.34 c c'
//.73/s'> k OK
Lice C 70 x3 x /4 Via. put/ivy
J 44- " r l o vi ye (D /z/4 / Ok 5m)
M
DENNEY ENGINEERING, INC.
38809 191' Ave SE
Auburn, WA 98092
Phone & Fax (253) 939 -1373
DATE JD- 16 -0S' PAGE 22
V //99e, at 50071 Std tip st
.3724 50. /54 Lave
7ukwila, WA 78188'
E= / <s I_ (See pp. 23 .24
'er.d c�
/. 0 ?retie n tin (oza tIori
for /atera/ torrioria
bu.ck/ih/
21o.3gksi
STRUCTURAL PROPERTIES "3
Section
Type
Doeldnntor•
[ r-innao Width
The strudural proportlo4 Included In this brochure have been
computed based on the American Iron and StoAI Institute
'Spoclfkatlon for Cho Doslgn of Cold - Formed Structural
1,lombone, 1006 odalon, Including the 1909 amendmonis.
Thickness - Stool Components'
•
Gauge Doslgn lhkknnss
(in)
2S .0100
22 .0203
. 20 .0346
10 .0451
1G .0566
14 .0713
12 .1017
Minimum Thic
(In)
.0179
.0269
.0329
.0420
.0530
.0677
.0966
Uncostod Stool Thickness. Thkiknoss Is for carbon
shoot stool.
M1nIntum thickness represents 95% of the design
thickness and Is the mwntum aCCeptable thickness
doltverod to Cho lob sIto based on Sedbn A3.4 of the
1106 AISI (odo.
Dotlnition of Structural Proporly_ GVmbola
Gross Propodlos
Moment of Inertia of the gross section about
Iho X•X Axis (strong axis).
n.: Itndtus of gyration of the gross section about
tho X•X dots.
I ,, Moment of Inertia of the gross section about
t;ro V.? mils (weak axis).
I1 I %adius of gyration of the gross section about
the Y•Y axis.
Elfodlve Properties
Torslennl rroporllos
(l+ 1 - (Xolao)
S,.: Elloctivo soctlon modulus about tha X.X axis
(strong axis).
I„: Moment of Inertia for deflection calculations
basod on 'Procedure 1 for Dolledlon
Dotorminatlon' of the 1900 AISI Spodllcatlon.
Y Maximum distance from the
outsido of olthor flange to Cho cantor of
grayly of the affective sodion.
Nlownbfo Bonding Moment • Unsod on the
offodtvo section modulus and the allowable
stross Including the strength lncronso from
cold•work of fanning (AISI A5.2.2) whore
applicable.
J: SI. Vonant Torsion Constant
C,: Torsional warping conslant the soction
X,: Distance from Iho shear cantor to the
contmtd along the principal X•axis.
Ii,: Polar racius of gyration of the soc;lon about
Iho coniroldal principal axl^. •
i
rn
ST lN'f W DT
J' J'
. ••� •
i • ••.
Y
STRUCTURAL PROPERTIES
Ste Nolo 1. Below For Yield Siren the
11011; C;
1. Wee live properlies bused on l' Inv 12, 14 onrl
16 gouge Sections. f for 16'ol/gc
sections. 14 and 16 gouge sections may he produced
wilh r .33ksi. roe 331si 14 and 16 gauge sections.
multip ollnwohle moment by 0.66.
(CanlacI manufacturer lot ovoilobiily)
2. Elletlive prnperlies and allowable Ifomenl incorporate
the strength increase from cold -wnrll of Iermim
.here opplieoble, (AISI AS.2.2).
3. rot deflection cnlculnbons, use the elletlive moment
nl Inertia,
4. • Web hniphl In thickness •.coeds 200. Web sullener
• r.gldred of suppnrl paints.. (AISI 01.2)
5. tabulated areas are hosed an. the lull 1111 - reduced
ernes section nl the Inisl member,
6. ror .emit-nits orienlnlions, leehnieel neelslnnee Is req d.
Contact the mnnulncluret for this assistance.
Slill l iji - 0.675' minimum fa 12, 14 And 16 gouge
0. S0' minimum foe 16 gouge
'
MJ SECTION
-15-
WJ SECTIONS
' -1I SIN Up
EJ SECTION
II 625' 141",
WJ SECTION
GROSS
PROPERTIES
(ff(f.1N1: PROPERTIES
TORSIONAL PROPER11C5
SECTION
eo Wright
(in l) Ih /11)
I.,
4 )
H
(in)
1,
(Ins)
R
In
3,
(In J)
I
(in 1 )
Y
(In)
Mn
(11-111 )
16011
7117
3700
J
(16'40
0,654
1.790
3,658
7.273
3,395
4.524
Xo R0 0
`In) (in)
- 7.634 3.311 0..169
-7.618 3.799 0.370
-2,616 3.276 0.363
400WJ16
400WJ14
4110•J17
0.612 2.011
0.766 7.61
1.361 3.61
_ (in
1.729
7.146
7.907
1,6111
1.674
1.634
0.7511
0.037
1.743
-
1.111
1.106
1.007
0.644
0.448
1.203
1,607
7.007
7.813
7,245
7.199
2.107
60(?#s116
600WJI4
600
0 7.47
0.709 3.09
1.763 4.30
4.311
5.3611
7,323
7.438
7.431
7.407
0.073
1.070
1.437
1.097
1.090
1.066
1.105
1.447
7.177
4.005
5.160
7.237
3.312
3.756
3.140
'2754
3610
3433
0.774
1.540
4.360
6.307
1.045
10.535
-2.332 .1.540 0.560
- 7.317 3.531 0.569
••2.307 3.500 0.566
600WJ16
11l0WJ14
000•J12
0.034 7.115
1.031 .1.511
1.460 5.00
11.344
10.404
14.777
3.155
3,147
3.119
0.937
1.183
1.378
1.0611
1.061
1.437
1.537
7.146
3.213'
7.543
9.965
14.094
4.495
4.796
4.164
31134
5354
4016
0,493
1.741
5.061
11:957
14.77.4
19.11711
' -7.101 3.934 0.715
-2.4116 3.972 . 0.717
-2.077 3.8113 0.716
Ir,8t1WJ16
1000WJ14
I500WJ17
s 3.24
OM 4.06
14,055
17.540
24.164
3.643
3.1134
3.802
1.021
1.283
1.604
16
1.905
2.795
4.386
13.409
17.029
73.+149
5.810
5.440
5.161
4752
1974
10944
e .
7.12:
J.,.
1
4. 06
-1,916 4 0.1112
-1.907 MRS 0.0 1.1
- 1.065 0.013
1.07
.1, 5.69
1700WJ164
171101VJI4
1200%,117
1.063 3.62
1.336 4.55
1.1175 6.311
71.660
77.070
37.394
4.511
4.501
4.466
1.072
1.325
1.767
1.003
0.096
0.971
2.275
3.309
5.690
20.797
76.586
36.909
7.140
6.771
6.195
5677
8256
14716
1,137
2.763
6.46.1
79.807
36.790
49.995
- 1.764 4.946 0.813
- 1.730 4.93% 0.014•
-1,137 4.0611 0.874
STRUCTURAL PROPERTIES
Ste Nolo 1. Below For Yield Siren the
11011; C;
1. Wee live properlies bused on l' Inv 12, 14 onrl
16 gouge Sections. f for 16'ol/gc
sections. 14 and 16 gouge sections may he produced
wilh r .33ksi. roe 331si 14 and 16 gauge sections.
multip ollnwohle moment by 0.66.
(CanlacI manufacturer lot ovoilobiily)
2. Elletlive prnperlies and allowable Ifomenl incorporate
the strength increase from cold -wnrll of Iermim
.here opplieoble, (AISI AS.2.2).
3. rot deflection cnlculnbons, use the elletlive moment
nl Inertia,
4. • Web hniphl In thickness •.coeds 200. Web sullener
• r.gldred of suppnrl paints.. (AISI 01.2)
5. tabulated areas are hosed an. the lull 1111 - reduced
ernes section nl the Inisl member,
6. ror .emit-nits orienlnlions, leehnieel neelslnnee Is req d.
Contact the mnnulncluret for this assistance.
Slill l iji - 0.675' minimum fa 12, 14 And 16 gouge
0. S0' minimum foe 16 gouge
'
MJ SECTION
-15-
WJ SECTIONS
' -1I SIN Up
EJ SECTION
II 625' 141",
WJ SECTION
Roo(' 8eams @ End Frames
14.37k
5
DENNEY ENGINEERING, INC.
38809 191" Ave SI',
Auburn, WA 98092
1'hunc & Fax (253) 939 -1373
4. 37 k'
DATE 1D —l6 -DS PAGE
V/71 ge S at ,50u - 16 StatioAt
,3724 56. 154 t Large
hkcuila, LOA '78188'
Zoaci = 37 /c' (see r,, /
M - 1 .37(S) 2/.3'5
7r% W8 W/f4=O.& (0)-
3 rd3'd - Z/• 8 = 7 , ?5 1! 3
33:
(1sc 1416 t o F =so k s i
5=7..
= 7. a " 7.95 A' Overstress = /, e°Jo Say Ol<�
DENNEY ENGINEERING, INC. DATE la-l6 -o2 PAGE
38809 191'` Ave SE
Auburn, WA 98092
I'honc & Fax (253) 939 -1373
C = O.376 = 0. ?6(46)' /8. 2Z ksi
I 8 . 7 4 = 2.48 ksi <<: /13 ksc a/_
7 /h99e� a t Sou - th Sta ti_o_
;3724 So. /547'4t Laoe
Tukwila, 1'/A 7$[8?
C /u. wt n s
,44 a 1�'. / 0 d cl = f• 37(2) = 3.74 k
Try Co 4. x 3 46 P;J =46 /1st
A = 3.52 4 �5. = 5.81 "3 r . = 4 2.23 " S -
Sy , =l /l_
2. ra 1 _ 7 .
2.10 7;02)/2.13 = 7 9. ( 0.71
C /146 /1 /. l0
C A c e ( < t 3 e n de' i d a e t o La 6e.ra / f, rce. s
77-z.1-) s vdrsc 10 hd
4o0' mo. er• col�.ce)i., 406 2 2 0 0 -l
A4== 2' 00 (7 ), - : / z/0 6 .*
0 . 41 : 6 0'61)(4 33) / 3 8 As
X .
5.3/
C,o mGin e:d ..ctrgs s es
Ol< ,6 y 1 n'�r e c vri
o netr . e - adivriv/
/ _ 2.64- 4 - /32 4 fi er Co /uv m . 14 =132(7)=924
O.7.� (' k)(/. 33) ksi �h x.38 / s i
e'_ 1-155 /, x x CQlurz7r)s /5 = 4ed t
(0K
DENNEY ENGINEERING, INC.
38809 191" Ave S1
Auburn, WA 98092
Phone & Fax (253) 939 -1373
DATE /D -16 -08 PAGE L7
Kgt South 5 fL itj
;372.4 So. /54/4 Lavie
7ukwjl19, 14/A 76181
Poo tr0y
Max. Load P= 4.37(2) . 8.74 k
/Ise Catie?ory 4 Sol/ per 7 6/e /$D¢.
'Thep? .4513? = 2060 psf Col" foot,kvcs /2 "wide 4i /2" dee p
141 /20 % /r/crease for eRc add,, «-i/,al foot of widitet. td ceJo //A,
Try Fte, 24" d la x 5'-‘"
T h e , t i A 55P = Z000 4- 0.20[(2- /) +(3.5_/)7(20 ) = 340 psf
Fly, area =3./¢ sf
S5 P= 2740 - 2783 ?sf < 3- Psf Old
3./4
eed 2' dla. x 3L6" deep kg. for apl/ ft (See p. 2?)
Lase 2/ d �� dig. x 3'-6 deep ftq.
h = 7'
DENNEY ENGINEERING, INC.
38809 191 Avc S
Auburn, WA 98092
I'honc & Fax (2S3) 939 -1373
(Wi / force)
J' ee re3uire, 4 J46 for upl�f t, next pa
DATE 10 -1b -02 PAGE as
/1167 e s at Sou /f Std tad_
3 724 So. f54i Laoe
Thkwilc9, 14/A ?8iSV
Foott Dept i re Ior Lateral 7eari2 j
Ose f rrn u la per 18C 26Qlo Se ct. 1805.7.2.2, E. 18 -2
.fie p to 6/
S b
= 400/2 — 200
2 co/urrins
b = 2
/864.3./
'3 = /50 + 0- - 1)(150)0.33) 6.50X psf
'-DLF
(J = 4 2 5 (200) (7) — 2.14' < 3.50 Ok
6 50(2)
•
./7oo'1 U/, I if e
• pup'. -- /2.9 psi ' (See p: /0)
Dead Load
Rdo.• o4. ; 2 ( ). r. 33 psf
. :AJ . U /l //. S7 ps f
41 /761-- co/u.r to 7(l8) - x,374•7
Use Soil G i c Y » t o T l � ov�y , X77 = 31 ° d» d ? ;/ I7d p c f
DENNEY ENGINEERING, INC.
38809 191" Ave SE
Auburn, WA 98092
Phonc Sc Fax (253) 939 -1373
DATE /D -lb-OR PAGE c l
/l'/cc at 5QU/h Stdtioj
3 3724 60. 154?* Laoe
Tukwi /a, 1(/A 76I
/rg drs 2
3 ' - 4 " =1.00
a. = /, n 3 / ° =71 (3.5 0) (0.60) 2.10'
r = r, 7 a. =1.004.2,i0-.;:,.3.10/
/1 =' /t 'i 3/" =O./o)/0.60=5./7
oc(sohcreea. m'dN,A '10.06) /1.00 c
0 - oce006,-.
• 3
1.1:[( -,. / ) / � ) -0. oat(/ ( 07)3 -- "/. oo 3 7. z t, r• F
3.
/Z/ &, 01' cam /ik►wtn ,r :/ /$ 97(9) •10.6
/lk 7 ii h && &/6. Seekkidlidet Pe/ c = /50(. 33)(es. 50)(2. 67:- 50 14
e3e / Cub. - 1 - :(//, 04050')+(.5Y.23)020) - I - 5g 63644
/0364 3 4-9 DI<
h 70 02.L.
(Jy4g)
use c&9. 2'-c2 dl a . x 3 ci/O P.. <�
ACTIVITY NUMBER: D09 -141 DATE: 07 -22 -09
PROJECT NAME: VILLAGES AT SOUTHSTATION - CARPORT D
SITE ADDRESS: 15430 38 TERRACE S
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
Building Division
Public Wor'W
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
APPROVALS OR CORRECTIONS:
Documents /routing slip.doc
2 -28 -02
r
PLAN R
N/4
Fire Prevention W Planning Division
Structural
Incomplete
OUTING SLIP
n
Permit Coordinator
DUE DATE: 07 -23 -09
Not Applicable
Comments:
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 Nr Structural Review Required U No further Review Required n
REVIEWER'S INITIALS: DATE:
DUE DATE: 08 -20 -09
Approved ❑ Approved with Conditions g Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
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
BR053576250
01/19/2008
01/19/2010
$1,000,000.00
01/21/2009
2
OHIO CAS
INS CO
BK0053576250
01/19/2007
01 /19/2008
$1,000,000.0001
/19/2007
1
RED
SHIELD
INS CO
CNT014215
01/19/200601/19
/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 L£tI 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 Effective 1/19/2006
Date
State WA Expiration 1/19/2010
Date
Zip 98321 Suspend
Date
County PIERCE Specialty 1 AWN /CAN /PATIOCOVERS /SCREENS
Business Corporation Specialty 2 UNUSED
Type
Parent
Company
Business Owner Information
Bond Information
Insurance Information
I
•
https://fortress.wa.gov/lni/bbip/Detail.aspx
Page 1 of 1
08/03/2009