HomeMy WebLinkAboutPermit M08-258 - WHAT THE PHO172 0 SOUTHCENTER PY
SUITE 132
WHAT THE P110
M08 -258
Parcel No.:
Address:
Suite No:
Tenant:
Name:
Address:
Owner:
Name:
Address:
Contact Person:
Name:
Address:
City ®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
2623049117
172:50 SOUTHCENTER PY TUICW
WHAT THE PHO
17250 SOUTHCENTER PY SUITE 132 , TUKWILA WA
WIG PROPERTIES LLC -SS
4811 134TH PL SE , BELLEVUE WA
DALE HAWKESWORTH
2963 1ST AVE S , SEATTLE WA
Contractor:
Name: AFFORDABLE HOOD INTSALLATION INC
Address: 2963 FIRST AV S , SEATTLE WA
Contractor License No: AFFORHI951BS
DESCRIPTION OF WORK:
HANG (1) TYPE I AND (1) TYPE II HOODS WITH RETURN AIR
Value of Mechanical: $32,000.00
Type of Fire Protection:
Furnace: <100K BTU 0
>100K BTU 0
Floor Furnace 0
Suspended/Wall/Floor Mounted Heater 0
Appliance Vent 0
Repair or Addition to Heat/Refrig /Cooling System.... 0
Air Handling Unit <10,000 CFM 1
>10,000 CFM 0
Evaporator Cooler.... 0
Ventilation Fan connected to single duct 0
Ventilation System 0
Hood and Duct 2
Incinerator: Domestic 0
Commercial/Industrial 0
doc: IMC -10/06
MECHANICAL PERMIT
EQUIPMENT TYPE AND OUANTITY
* * continued on next page **
•
Permit Number: M08 -258
Issue Date: 11/18/2008
Permit Expires On: 05/16/2009
Phone:
Phone: 206 - 999 -5163
Phone: 206 -382 -0160
Expiration Date: 01/12/2009
Fees Collected: $530.00
International Mechanical Code Edition: 2006
Boiler Compressor:
0 -3 HP /100,000 BTU 0
3 -15 HP /500,000 BTU 0
15 -30 HP /1,000,000 BTU.. 0
30 -50 HP /1,750,000 BTU.. 0
50+ HP /1,750,000 BTU 0
Fire Damper 0
Diffuser 0
Thermostat 0
Wood/Gas Stove 0
Water Heater 0
Emergency Generator 0
Other Mechanical Equipment 0
M08 -258 Printed: 11 -18 -2008
Permit Center Authorized Signature:
I hereby certify that] have read and
governing this work will be complie
The granting
construction o
Signature: _ 1
Print N
doc: IMC-10/06
'U Y
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
it does not pre
rmanc
Permit Number: M08 -258
Issue Date: 11/18/2008
Permit Expires On: 05/16/2009
Date: I (I v 4
ed this permit and know the same to be true and correct. All provisions of law and ordinances
whether specified herein or not.
give authority to violate or cancel the provisions of any other state or local laws regulating
authorized to sign and obtain this mechanical permit.
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.
M08 - 258 Printed: 11 -18 -2008
1: ** *BUILDING DEPARTMENT CONDITIONS * **
0
City of Tukwila
Parcel No.: 2623049117
Address: 17250 SOUTHCENTER PY TUKW
Suite No:
Tenant: WHAT THE PHO
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
PERMIT CONDITIONS
Permit Number: M08 -258
Status: ISSUED
Applied Date: 10/29/2008
Issue Date: 11/18/2008
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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431 - 3670).
4: 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.
5: 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.
6: Manufacturers installation instructions shall be available on the job site at the time of inspection.
7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
9: 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.
10: ** *FIRE DEPARTMENT CONDITIONS * **
11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
12: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for
commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required
by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic
fire - extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic
fire - extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance
with the requirements of the listing. (NFPA 96, 10.2.3)
13: Local U.L. central station supervision is required. (City Ordinance #2051)
14: All new automatic fire- extinguishing systems and all modifications to existing automatic fire- extinguishing systems
shall have fire department review and approval of drawings prior to installation or modification.
doc: Cond -10 /06 M08 -258 Printed: 11 -18 -2008
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
15: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking
operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by
means of heat sensors or by means of other approved methods. (WC 507.2.1.1)
16: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking
equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable
extinguisher. (IFC 904.11.5)
17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation
instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so
that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross
weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the
floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4
inches (102 mm). (IFC 906.7 and IFC 906.9)
18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available
for use. These locations shall be along normal paths of travel, unless the fire code official determines that the
hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5)
20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire
Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC
104.2)
21: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this
project.
22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
* *continued on next page **
doc: Cond -10/06 M08 -258 Printed: 11 -18 -2008
0
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 erformance of work.
Signature:
Print N
doc: Cond -10/06
7
Date: G< ./a D �
ordinances governing
or local laws regulating
M08 -258 Printed: 11 -18 -2008
_ ,� King Co Assessor's Tax No.: c)-(p_1301-1 --°( i t 7
Site Address: /72 C) Dri� � - .�11`�'1� -✓ ��iigegdi y/ Suite Number: Floor:
Tenant Name: ) 7j9/
Property Owners Name W` / 1 415 . G`4 -£5
Mailing Address: �er// /99 G r j AT
Name:
Mailing Address ' 1
E -Mail Address
Company Name:
Mailing Address:
Contact Person:
Mailing Address: /V9"
Contact Person:
E -Mail Address:
Company Name:
E -Mail Address:
CITY OF TUKWIL-1
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
MECHANICAL PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
iagpkWg
.fo r.
Mailing Address:
Contact Person/ ? r ��JVI..I-
Q:Wpplications\Forms- Applications On Line\3 -2006 - Mechanical Permit Application.doc
Revised: 4 -2006
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Mechanical Permit No.
Project No
City State Zip
ay Telephone:
Pal Zr
Ctty State Zip
L Fax Number: 06 5.7S .6 >b Fe)
City
D e 4 •9 .5 "7 ii
Day Telephon
E -Mail Addres /, lJ' /' AMPS6D rael/QaL � OP&Fax Number: 77 • .73
3 • 3 ff Q
Contractor Registration Number s /W.ia 03
Expiration Date:
City
Day Telephone:
Fax Number:
M0 -42 r6
(For office use only)
New Tenant: .6.... Yes ❑ ..No
91
2
City
Day Telephone:
Fax Number:
State
Zip
7°5 2t /P 4kr
Page 1 of 2
Unit Type:
Qty
Unit Type:
Qty
Unit Type:
Qty
Boiler /Compressor:
Qty
Furnace <I00K BTU
Air Handling Unit >10,000
CFM
Fire Damper
0 -3 HP /100,000 BTU
Furnace >100K BTU
Evaporator Cooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Connected
to Single Duct
Thermostat
15 -30 HP /1,000,000 BTU
Suspended /Wall/Floor
Mounted Heater
Ventilation System
Wood /Gas Stove
30 -50 HP /1,750,000 BTU
Appliance Vent
Hood and Duct
L
Water Heater
50+ HP /1,750,000 BTU
Repair or AdditioQ to R
Hea
•
'
'
•
- •
!
incinerator - Domestic
y
Emergency',',••• i " '
Generator k"*. " N• '
*, • �„'+'
;.
. •• " •
A
Air FIalldlir g Unit
<l0,00QCFM • .
'
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.
.
Inciner JIComs T ne1
3 • 'LT
Other Mechanical
:q ��� ` A t.' ° ,
'
``_\ •. ' "' z +w. ± -
Valuation of Project (contractor's bid price): $
Scope of Work (please pr9vide detailed information): / 717:3g
-j / `�✓� �
,te? TIJfrd ,1
Use: Residential: New .... Replacement ....
Commercial: New .... Replacement ....
Fuel Type: Electric 0 Gas ....0 Other:
Indicate type of mechanical work being installed and the quantity below:
Signature:
Print Name:
Mailing Addr
to possible revisict by the P s\ ermit Center to comply with current fee schedule • % , • ,• •
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested
in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME Tt »E TRUE UNDER
PENALTY OF PE &.ILJK' THE LAWS O I F STAT F WASHINGTON, AND I AM AUTHORIZED TO APPIJ'IFOR THIS PERMIT.
BUILDING OWNER OR AU HORIZ
., •
ja r• ,
•
Date Application Acceptgd: ,
• :P • • 4 tit
t
�
•
Q:\Applications\Forms- Applications On Line U-2006 - Mechanical Permit Application.doc
Revised: 4 -2006
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Date: /e - Z9 -6
Day Telephone: Se'" 9 ' 5/,4•9
City
• - .. •
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tiff Initials:
Zip
Date Application Expires:
Page 2 of 2
Receipt No.: R08 -03641
Initials: WER
User ID: 1655
ACCOUNT ITEM LIST:
Description
MECHANICAL - NONRES
PLAN CHECK - NONRES
•
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
Payee: AFFORDABLE HOODS INSTALLATION
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 001980 530.00
RECEIPT
Account Code Current Pmts
000.322.102.00.0 424.00
000/345.830 106.00
Total: $530.00
•
Parcel No.: 2623049117 Permit Number: M08 -258
Address: 17250 SOUTHCENTER PY TUKW Status: PENDING
Suite No: Applied Date: 10/29/2008
Applicant: WHAT THE PHO Issue Date:
Payment Amount: $530.00
Payment Date: 10/29/2008 10:33 AM
Balance: $0.00
doc: Receipt-06 Printed: 10 -29 -2008
Project �/4'� !1 r , 6 � (i
r t � (T
TYpe of. A e _ R^o /J
r "jy
Address:
Date Called:
Special Instructions:
I
Date Wanted: '
+-- frvJ7
A
Requester:
Phone No:
INSPECTION RECORD
a copy with permit
*-7 INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 12t
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
E S 4 Approved per applicable codes. 0 Corrections required prior to approval. /6
COMMENTS:
eT ;
(-e=tt
Inspector:
rate: 1 4 6 9
LI $60.00 REINSPECTION FEE REQUIRED.'Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
.... �,� - +
Project: L `
6ifJ4� 7 Pi (J
Type of Inspection:
/ /Ng
Address:
/ 72570 .S47/" / /Al•
Date Called:
/
Special Instructions:
_
Date Wanted:
/ — d
a.m.
Requester:
Phone No: '
,...K..) 4:-.1-3 cg2 `/6
EI Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION 14L:..
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Corrections required prior to approval.
COMMENTS:
r o Ltal
Inspect
I Date: 1 — (L J �
ri $60.00 REINSPECR{9N FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
./ �
C oENTS: 6i e A fJ'Cam'' A J 7
Type of Inspe
4 14-€ Ai it-t-S
NS l liNpi/ e k/- e - - 1 —
Al ii-oP 1
4-4 341 ieli /1-.) - - Li _LT'
P ' 7 ate Special Instructions:
Wanted: .-.� a ry
/2,3/ O p.m.
1
Phone No:
` 1611 —Si 63
n
I .,
Project: I _ J ^ !/ _
Type of Inspe
n .. I ,�
Address:
I7ZSo SG
Date Called:
P ' 7 ate Special Instructions:
Wanted: .-.� a ry
/2,3/ O p.m.
Requester:
Phone No:
` 1611 —Si 63
4:1-0
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
F-
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 j36 0
El Approved per applicable codes.
Corrections required prior to approval.
Inspec $>i r: i d . A
Dater - _
El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
Projec : �•
,t r-
Type of Inspection:
V
Addr s:
2-tO
/
Date Calle" d:
Special Instructions:
Date Wanted:
- a
Requester:
Phone No:
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
114 2-is?1
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION P_
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 0
Cigi
A pproved per applicable codes. Corrections required prior to approval.
COMMENTS:
�.� L._ ho - ' c A0 s
0 $60.00 REINSPECTIO
paid at 6300 Southcen
E REQUIRED. Prior to inspection, fee must be
r Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
•
COMMENTS:
0 A-1 I' - I! d Al •
J
)) St., (il--1 ' —\ A- 1 d
r 1
/i /lipid LM4 — Spe.��/� -
7Lam..
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Date Wanted: _ V ! a.m.
' Q ` >m
0. -e_A--( 41 - r o k >7) ..- ("." ___
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Project: ,
il
Type o In
i92 SG?
A.7
Date Called„ Jt� 't" i"
`-----
Special Instructions:
�3°5z� - �t
fj(
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Date Wanted: _ V ! a.m.
' Q ` >m
Requester:
Phone�]A f,, ` � �� 1S l43
(9� `�'
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
M i S'
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION le-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360
El Approved per applicable codes.
Corrections required prior to approval.
1.
El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Inspector:
Date:
i 2- Zj-'de
Receipt No.:
!Date:
COMMENTS:
k. 12 _ G re. .S A.-.-c :A (i.e Z.
kO car .s k ' C? i A.l, AS
71.1 e I L- A - r. A 5 7
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TYp f Inspectit:
I
Address:
I .4 1214
Date Called:
Special Instructions: /
f
Date Wanted:
)2 -( .S --a
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p.m.
Requester:
Phone No: r - ---
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INSPECTrON NO.
INSPECTION RECORD
Retain a copy with permit
/IQs - 2S 7
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3
Approved per applicable codes.
Corrections required prior to approval.
4M-
ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Inspec 6r:
Date: ) Z i s - or
Receipt No.:
Date:
•
d o
COMMENTS:
Sprinklers:
J ih "0
Type of Inspection: U
Address: r? Z 0
Suite #: 13
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Contact Person:
Special Instructions:
r2 .r a rK t t t - Svc .7r, - 1 - g- , - 1
Phone No.:
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Project: tA,'1- : 17 7)11_
Sprinklers:
J ih "0
Type of Inspection: U
Address: r? Z 0
Suite #: 13
'
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`'..
Contact Person:
Special Instructions:
Phone No.:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
ERMIT NUMBERS ' c G4 _ 2 :1-cl
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407
INSPECTION NUMBER
Approved per applicable codes.
Word /Inspection Record Form.Doc
INSPECTION RECORD
Retain a copy with permit
1/13/06
Corrections required prior to approval.
Date:
7 / A
./
Hrs.:
Inspector: it ie , L.G. 76/Z-
,
$/0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
t e City of Tukwila Finance Department. Call to schedule a reinspection.
T.F.D. Form F.P. 113
poi
COMMENTS:
(),,
Are Alarm:
Type of Inspection: U
Hoot)
Address: Ill .),) 'Sc_
Suite #: , - 3 �.
5J,
/ r t
fi ..
Contact Person:
Special Instructions:
Phone No.:
_
'J4,,/ ) ,
/
/
/./...-),(/
: Tr-
ill — - i,hf.4- .
tom'
Project: t ;- --114
(),,
Are Alarm:
Type of Inspection: U
Hoot)
Address: Ill .),) 'Sc_
Suite #: , - 3 �.
5J,
`'
Contact Person:
Special Instructions:
Phone No.:
Needs Shift Inspection:
Sprinklers:
Are Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
INSPECTION RECORD
Retain a copy with permit
0 ,_ f/ - 5
• E MIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
INSPECTION NUMBER
n Approved per applicable codes.
Corrections required prior to approval.
Date: (2 / , l
/
lirs.s .
Inspector: ,(/Ua- L "iil., /9 / 2_
j , I I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
I I kthc City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
and
QTY
penetrations for Type I hoods.
O SEMI
❑ QUARTERLY
❑ MONTHLY
CODE
❑ SERVICE
❑ NEW
PRICE
CALL
EQUIPMENT
AMOUNT
OE
DESCRIPTION
/ 145 if
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4 77-i .4,Bav1" 5 . ,40,42)245<s //vsr
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TA/5 DES /NA- 77oA) /5 /Too
V
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L(6W 7' ?&--5 7_ Div / Z. // 3 e-S --a9e*
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/ ic,/.fort.,o , !/ 7 ?-(
2.A - Ste' - 4Ts"X
62dx,
iZ 7� , ,s D o -
SUBTOTAL
FREIGHT
TAX
PAYMENT DUE UPON RECEIPT OF THIS INVOICE TOTAL
f
R
&T Hood and Duct Services, Inc.
6100 I 2th Ave. S. Phone (206) 726 -0940
Seattle,WA 98108 Fax (206) 767 -2607
SPECIAL INSPECTIONS FOR
TYPE I HOOD & DUCT
(RE: IBC 1704.13 Special Cases)
Type I hood and ducts shall be inspected by a
special inspection agency. Grease duct and grease
hood test shall comply with 2006 IMC 506.3.3.1
Grease Duct Test per Washington State
Amendments, and IMC 507.7.1 Hood joints, seams
www.rthood.com
• High Pressure Hood Cleaning
• Fire Suppression Installation & Service
• Fire Extinguisher Sales & Service
• Range Hood and Fan Service & Repair
• Filter Sales & Service
ORIGINAL INVOICE
NAME
Authorized by:
AUTHORIZED SIGNATURE
NUMBER 5 6113
COMPLETE
FIRE PROTECTION
SVC LOC: DATE /2 5 Ocr
Gv� -7- TAE file
ADDRESS / 72 40 50 Pfw!
CITY 7 Vk/.i i _j # /'w /ZIP
ADDRESS CHANGE
ONE TIME SL NEW ACCT. CUS NO •
TITLE
* / certify that I have read this entire document front and back, agree to all of its conditions, and I am authorized to sign this invoice.
NOTE: Please put ACCOUNT NUMBER and INVOICE NUMBER(S) on your payment to insure proper credit.
/
and
QTY
penetrations for Type I hoods.
LJ /AMY
❑ SEMI
❑ QUARTERLY
❑ MONTHLY
VHL
CODE
❑ SERVICE
❑ NEW
PRICE
CALL
EQUIPMENT
AMOUNT
JOE
H l I fill DESCRIPTION
/
mNS
/ °5
/ ,Q.ein -- Zae — D tw Dvc-7 r
,*T 7 4E- Aso'vs Sec- ,4voi2 s
/!E
lr diAFic reoz .O.ft-a4 G !' S miv Iv
- Pi-
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&" t4
,'
'
1 .0. Pi D' .Z..5 Ave t re'vicD 77-64-7"
kit'C $ TLC c-eiti r-,, , ve v S ALA/0
TA, t 5 0E7 72.4 -1 /Av 4- 7 /5 A$4
z_dd-s4'7' - - 7 7" eov a-/,3 0-5 --c
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/ Z,Gf//L40 Lf9/ 7 -(
.Z'cS See' - '3
•
PIA,
/z
7 11040 )^ Do
,
SUBTOTAL
FREIGHT
TAX
1 . I LE 1 TT :ILlE UP `., 'ECEDPT , FTC S D VODCE
TAIL
i
f
R
www.rthood.com
DIVOICE
NUMBER 56113
ir nu{ 3 f nl {d4s r Y�5 fi+ vl
& Hood and Duct Services, Inc
6100 12th Ave. S. Phone (206) 726 -0940
Seattle,WA 98108 Fax (206) 767 -2607 x�
SPECIAL INSPECTIONS FOR
TYPE I HOOD & DUCT NAME
(RE: IBC 1704.13 Special Cases)
ADDRESS 2 S O lj
Type I hood and ducts shall be inspected by a — l3Z
special inspection agency. Grease duct and grease - CITY tUkLt/!/ /'w /ZIP
hood test shall comply with 2006 IMC 506.3.3.1
Grease Duct Test per Washington State ADDRESS CHANGE
Amendments, and IMC 507.7.1 Hood joints, seams — ONE TIME SL I NEW ACCT. I CUS NO •
• High Pressure Hood Cleaning
• Fire Suppression Installation & Service
• Fire Extinguisher Sales & Service
• Range Hood and Fan Service & Repair
• Filter Sales & Service
ORIGINAL INVOICE
SVC LOC:
COMPLETE
FIRE PROTECTION
DATE /2-S 10q
w/i,4 -7 TAE A
Authorized by:
AUTHORIZED SIGNATURE TITLE
* I certify that I have read this entire document front and back, agree to all of its conditions, and I am authorized to sign this invoice.
NOTE: Please put ACCOUNT NUMBER and INVOICE NUMBER(S) on your payment to insure proper credit.
o� K 1 ' aLZaITE
=� & ASSOCIATES, INC.
February 16, 2009
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
Mr. Dan Hawkesworth
Affordable Hoods
PO Box 24231
Seattle, WA 98134
RE: Special Inspection
What the Pho
Tukwila, WA
Dear Mr. Hawkesworth,
In accordance with your request and authorization, our firm performed special inspections for the above -
referenced project. The inspections were performed by our inspectors from December 12 through
December 22, 2008. Copies of our inspector's field reports are attached.
Unless otherwise indicated, the structural activities noted on the attached daily field reports were in
accordance with the approved project plans and specifications. A guarantee that the contractor has
necessarily constructed the structure in full accord with the plans and specifications is neither intended
nor implied.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office at (253) 939 -2500.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC
Randall Hansen
Project Manager
Puyallu.p Division
CC: City of Tukwila
FEB 20
. • i1N!Pf
LLOPAgENT
Offices Serving The Western United States
KA No. 066 -08327
Permit No. M08 -258
922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556
DFR Template
■ /2111 &ASSOCIATES,IN
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
FIELD REPORT NO: 76284
DATE: 12/12/08 CONTRACTOR: L & L
PROJECT #: 066 -08327 JURISDICTION: Southcenter, WA
PROJECT: What the Pho PERMIT #: M08 -258
LOCATION: 17250 Southcenter Blvd
KRAZAN PROJECT MANAGER: KEG
Superintendent/Representative:
1501 Field Report.doc
INSPECTOR:
WEATHER: Inside
adequate as per AWS D1.3 & above mentioned code where accessible.
Technician:
Offices Serving the Western United States
Mike Sorantino & James Bland
0
TEMP:
Visually inspected seam welding of duct work over stove in kitchen where accessible only,
(approximately 30% of total duct work over stove). As per mechanical code 506.3.3.1
Flaws found were repaired during inspection by contractor and duct work seam welding appeared
Equipment/Asset Number(s):
To the best of my knowledge the above WAS ® / WAS NOT 0 performed in accordance with the approved plans, specifications, and regulatory requirements.
Mike Sorantino & James Bland
Revision I
Effective Date: 525/05
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates
ESAU ia 1(1
Laz &ASSOCIATES,INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: 12/22/08
PROJECT #: 066-08327
PROJECT: What the Pho
LOCATION: 17250 Southcenter Pkwy, Ste 132
KRAZAN PROJECT MANAGER: KEG
FIELD REPORT NO: 89604
CONTRACTOR: Affordable Hood
JURISDICTION: City of Tukwila
PERMIT #: M08-258
INSPECTOR: James Bland & Jonathan Pink
WEATHER: Overcast TEMP: 33°
Inspectors on site to perform visual inspection on the grease duct per section 503.3.3.1
mechanical code.
Contractor removed all fire wrapping to expose the seam welding, checked the seams for visible
light from the top of the hood to roof exhaust fan. The seam welding is adequate and pass the
light testing requirements per the mechanical code.
Equipment/Asset Number(s):
To the best of my knowledge the above WAS ® / WAS NOT ❑ performed in accordance with the approved plans, specifications, and regulatory requirements.
Superintendent/Representative: Technician:
James Bland & Jonathan Pink
Offices Serving the Western United States
1501 Field Report.doc Revision I
Effective Date: 525/05
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates.
.*LIKrazan & Associates
Superintendent /Representative:
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: /o2 //t OS'
PROJECT #: Q - O 3 '7
PROJECT: WI-147 7iV4" RA/C/
LOCATION: /72570 Sov77-/C ,TER 241/.0.
KRAZAN PROJECT MANAGER:
Equipment/Asset Number(s):
To the best of my knot' edge, the abo
1501 Field Report.doc
The information provided on this report is prepared for the exclusive used
nc.
FIELD REPORT NO: 76284
CONTRACTOR: L' L
JURISDICTION: SC)I/TWCE/VTER, WA,
PERMIT #: NO? - es's'
INSPECTOR: N SORANT /NQ Y BLRXD
WEATHER: /N.S /p TEMP:
V /.S &'ALLY //Y.SPECTL:L> 5S 4 k'EIL> /-4 , O DUGrIYOR.K v V. R 57ay IN K /7"C'NEN WN4R.E"ACC,3S.SA LE O/VLY 69,, 0)64m' jrELY 30%
Or 7 DG/C7dv0Re OVER 57-0)-4, 45 PEP /t t 0/4/sOCAG CODE' 5'46,3..3,1
L�9Gt/S FOUND 1471 - rPE" R4'P.9 // ' L> ,LOR / /VG /A/SPEC 770N 6'Y CGno 4Crote
AND DUG714/0RA' SEA A, h'0/A'6. , 'JP,'EAR - i> /4224 c ,,q rE #45
•0/S 1V. 3 'k A8avE frf1 tWt /oA D COPZ Wt/EREACCE. s'54it. °.
WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Technician:
Serving the Western United States
client. This report may not be reproduced in any format without
Revision 1
Effective Date: 5/25/05
fission of the client and Krazan & Associates.
Ae p ko - B )4A-AcE. re_/03i=f
MO 25S
PSP Supply CFM Worksheet for Shortridge VelGrid
Job Number = 847408
Job Name = Allen L Construction
rev. 4
PSP Number 1 Information
PSP Length =
PSP Width =
Number of Blanks =
108
inches
inches
Notes: SUPPLY READING TAKEN EVERY 12"
16 w
__
Reading #1
Reading #1
Reading #2
Reading #3
Reading #4
Reading #5'
Reading #6
Reading #7
Reading #8
Reading #9
CFM
Velocity I
286
301
315
190
183
201
242
199
242
2550
PSP Number 2 Information
PSP Length =
PSP Width =
Number of Blanks =
_ 84_
16 •
inches
inches
Note:
18
Reading #1
Reading #2
Reading #3
Reading #4
Reading #5
Reading #6
Reading #7
Reading #8
Reading #9
CFM
Velocity
I 200
206
195
208
200
243
213
1711
PSP Number 3 Information
PSP Length =
PSP Width =
Number of Blanks =
inches
inches
Notes:
18
Reading #1
Reading #2
Reading #3
Reading #4
Reading #5
Reading #6
Reading #7
Reading #8
Reading #9
CFM
Velocity
I 0
I 0
_
0
PSP Number 4 Information
PSP Length =
PSP Width =
Number of Blanks =
inches
inches
Notes:
18 v
Reading #1
Reading #2
Reading #3
Reading #4
Reading #5
Reading #6
Reading #7
Reading #8
Reading #9
CFM
Velocity
I 0
_
0
Total Supply CFM's = 4262 CFM
Exhaust Baffle Filter CFM Worksheet for Shortridge VelGrid
Job Number = 847408
Job Name = Allen L Construction
rev. 4
Hood Number 1 Information
Model = 5424ND -2 -PSP -F
Length = 16
Notes:
Filter #1
Filter #2
Filter #3
Filter #4
Filter #5
Filter #6
Filter #7
Filter #8
16 "x20 "iV
Filter #9
Filter #10
Filter #11
Total CFM
Filter Size
'16 "x16" v
16 "x16" v
16 "x20 ";v
16 "x20 "IV
16 "x20" v ^16
"x20 "vI
_
16 "x20" v
16 "x20" v
16 "x20" v
No Filter v
No Filter Iv
Velocity
259
162
181
195
206
181
205
150
184
205
CFM
420
262
376
405
428
376
426
311
382
426
0
3811
Hood Number 2 Information
Model = 4824ND -2 -PSP -F
Length = 5
Notes:
Filter #1
Filter #2
Filter #3
Filter #4
Filter #5
Filter #6
Filter #7
Filter #8
Filter #9
Filter #10
Filter #11
Total CFM
Filter Size
� 16" x 20" v
16" x 20" �_
16" x 20" v
No Filter ' v ..
No Filter v
No Filter v
No Filter v
No Filter i v
; No Filter F`
No Filter v
No Filter Iv
Velocity
183
168
154
0
0
0
CFM
380
349
320
0
0
0
0
0
0
0
0
1048
Hood Number 3 Information
Model =
Length =
Notes:
Filter #1
Filter #2
Filter #3
Filter #4
Filter #5
Filter #6
Filter #7
Filter #8
Filter #9
Filter #10
Filter #11
Total CFM
Filter Size
No Filter v
_
No Filter v
No Filter v ^
No Filter v
No Filter : v
No Filter v
_
No Filter v
No Filter v
No Filter v
No Filter v
No Filter v
Velocity
CFM
0
0
0
0
0
0
0
0
0
0
0
0
Hood Number 4 Information
Model =
Length =
Notes:
Filter #1
Filter #2
Filter #3
Filter #4
Filter #5
Filter #6
Filter #7
Filter #8
Filter #9
Filter #10
Filter #11
Total CFM
Filter Size
No Filter v
No Filter v
No Filter v
No Filter v
_
No Filter v
No Filter v
No Filter v
No Filter I v
No Filter v
No Filter 1 v
No Filter v
Velocity
CFM
0
0
0
0
0
0
0
0
0
0
0
0
Total Exhaustt CFM's =
4859 CFM
imamn
Ammaimms
A Engineering °
Design Criteria:
TSE
2006 IBC
Seismic S =134 %g
Floor Live Load= 100psf
Allowable Soil Bearing= 1500psf
r
STRUCTURAL CuALCtLATNS'
WHAT THE PHO MEZZANINE,
17250 Southcenter Parkway
Tukwila, WA
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OV 14 20
C ALCULATIONS REVISED 8/20/08 TO ACCOUNT
FOR REVISED MEZZANINE LAYOUT.
SEE SHEETS 4 THROUGH 17 FOR VARIOUS REVISED
BEAM. COLUMN AND FOOTING CALCS.
•
Mob - 258
12930 N.E. 178th Street ® Woodinville, WA. 98072 -5708
(425) 481 -6601 A FAX (425) 481 -6371
FILE COPY
Pr No.
RECEIVED
OCT 292008
PERMIT CENTER
a .
c
.�� 7-59).- PROJECTWhat•The Pho M'e2zanine,:
CLIENT : :
EI-7giryaarit
JOB NO. 6437: . • DATE : :4/13/2008
S YS Si P / . N '2046Ke i l :eI'�la = � itr hail elks:O rtiO i t) 1
t �s s �D O . c:..� ut t t t
INPUT DATA
Typical floor height
Typical floor weight
Number of floors
Importance factor (ASCE 11.5.1)
Building location
Site class (A, B, C, D, E, F)
The coefficient (ASCE Tab 12.8 -2)
The coefficient(ASCE Tab. 12.2.1)
Level
No.
1
Level Floor to floor
Name Height
ft
Roof
'10.50
Ground
'h= 10,5 1 f
wx= 30 k
n = .1•
I = : 1.00 (IBC Tab.1604.5)
98188
D (If no soil report, use D)
0.02
R = 6.50
Zip Code
0.0
C,
h = 10.5 ft
W = 30 k
VERTICAL DISTRIBUTION OF LATERAL FORCES
Height Weight
hx Wx Wxhx k Cvx
ft k
10.5 315 1.000
TY
k = 1.00 , (ASCE 12.8.3, pg 130) X = 0.75 , (ASCE Tab 12.8 -2)
Ew = 315
� /ENO OF MEZZANINE
WBr74 STEEL BEAM
sw1
E HEADER
IMO WALL PER
DETAIL D /5 -1,
TOP.
Sw1
-END OF MEZZANINE
MEZZANINE FRAMING PLAN`
w /MAIN FLOOR SHEARWALLS
DESIGN SUMMARY
Total base shear
V = 0.14 W, (SD) _
0.10 W, (ASD) =
Seismic design category
Latitude: 47.447736
Longitude: - 122.2735
S = 133.737 %g , Sms =
S = 45.962 %g . Sm1 =
Sips = 0.892 g ,
Lateral force A each level
F
k
4.1
V O. M.
k k -ft
4.1
T = Ct(hn) x =
43
PAGE:
DESIGN BY : itl
REVIEW BY :
g, F 1.000
g , F„ = 1.540
SDI = 0.472
1.337
0.708
g
i' - r r4&e
S/J i 2 W LL
Dc5I6N
4 k, (SD)
3 k, (ASD)
D
0.12 Sec, (ASCE 12.8.2.1)
Diaphragm force
EF EW, F px
k k k
4.1 30 5
WX : 3'CIA(0', o3 K5 30K
PROJECT What The Pho Mezzanine • ;
CLIENT • '�..
rr ;� i n e ®ring JOB NO. 6437 DATE :.4/13/2008 •
SEISMIC( /JNP001.S;BA$EVANIIBRt i haft .af (itGrct P„ro' edure; ASCEi7:05f0:80a
z5H6M P - f)55/1 - (p A151)
43 el A-1 9)(1 p4rl T A / frau; 10/575 //)
T -
61M di6DL
1; f iM' AT Kit qJ J /H'> C; (croi575 /7)
ISoo vti _ ►- ' 19c
S 3 '
13r
id
23�
�pL
ov6eToP.it lG Ma1
DTM L ()
is (6, 413
23 3
= 1413- 4/40
00
PAGE :
DESIGN BY : :t113
REVIEW BY :
� = 65pli
oK
1S
u5is5 /mu4
1522., P o�
t315 r
13,6'
- O0' 6DC = 1905 4p6-f'(1o)(tA6 17 /)
�^ ti sE s /NDV4
r�6 X410") 0,Se Sim 5y) "SIODLI4 Jdor,��15
� P P
.eQh of /.ea l/s ►i/ 5 76''0 80 -om eclJed
sit' 1 )1 *' - { : 6197; I/ 5/1 5 % - A "5e. Udhe5111 . .
b`i be J , 2 � ' t7� 61)0i -bled 4� f4G --GIs /
1 0 4 v , 7 17-/-7/1 / 1/
•
PROJECT:
j7fsi6A)
JOB #:
BY:
DATE:
•
REV ag
NEW c4 N 1bI g4'
T iffin oui
�Il NI /I/ 1/N% .II% M/Gllrt /�f MW IIMIIWI•:
Ir/ /. IIIIIM
W8x24 SIttL BEAM
FRAME HEADER
INTO WALL PER
DETAIL D /S -1,
TYP.
E FRArvING PLAN
-i
2
7 rt — __4
I I I 1
1 .
t cut,47704s vn1
ETS 5£ 7 /2 , /
S > > \
t(t E 136E1. p vrso
(G if CCc IV
MEZz (Ai e 1-,/5-ya47'
TSE
• Engineering •
12930 N.E. 178th Street
Woodinville, WA 98072 • (425)481 -6601
0/1119
CANITIt Oik MEZZANIN
iii 6;itcK
KR
- 1721b /ft
-ft
- 1721b /ft
- 172Ib /ft
1685.1
floor joist
Aug 20, 2008 at 10:36 AM
PHO STEELJOIST.r2d
445.1
Loads: LC 2, DL +LIVE
Results for LC 2, DL +LIVE
Reaction units are lb and lb
Tri State Engineering, Inc.
1
N1
0
0
0
2
N2
5.5
0
0
3
N3
9.5
0
0
4
N4
14.5
0
0
1
N1
Reaction
Reaction
CF1A
2
N2
A570 33
Reaction
2
M2
3
N3
Reaction I
Beam
1
M'1
N1
N2
CF1A
Beam
CU
A570 33
Typical
2
M2
N2
N3
CF1A
Beam
CU
A570 33
Typical
3
M3
N3
N4
CF1A
Beam
CU
A570 33
Typical
Company
Designer
Job Number
Cold Formed Steel Properties
Label E [psi]
1 ] A570 33
Cold Formed Steel Section Sets
Member Primary Data
1
2
3
1
2
1
2
3
1
2
Label
M1
M2
M3
Basic Load Cases
Tri State Engineering, Inc.
KR
G [psi]
floor joist
Nu Therm (\1E5 F) Densityflb /ft ^3
Aug 20, 2008 /)
10:35 AM /`J
Checked By:
Yieldfosil Ultimate[psi]
2.95e +7
1.1346e +7
.3
.65
1
490
33000
52000
Type Design List Material Design Rules A fin2l I (90.270) fi... I (0.180) [in4]
Beam
CU
A570 33
Typical
.836
.235
7.089
Label Shape
1 ] CF1A 18005162 -68
Joint Coordinates and Temperatures
Joint Boundary Conditions
Cold Formed Steel Design Parameters
CF1A
CF1 A
5.5
4
2
2
5 2
0
y
CF1 A
pt
None
None
y
3
3
BLC Descri
DL
LIVE
Member Distributed Loads (BLC 1 : DL)
Y
Y
Y
-39
-39
-39
g
-39
-39
-39
0
0
0
0
0
0
Member Label
M1
M2
M3
Member Label
M1
M2
ion
Category
Member Distributed Loads (BLC 2 : LIVE)
RISA -2D Version 8.0.3 [K : \PHO STEELJOIST.r2d]
X Gravity
Direction Start Magnitude[Ib /ft.... End Ma
e
Rotation [ k -ft/rad
Y[ft
Y Gravi
Design List
Shape Length[... Lb- out[ft] Lb- in[ft] Lcomp top.. Lcomp bot.. K -out K -in Cm Cb R
Joint Poin
Direction Start Magnitude[Ib /ft.... End Magnitude[Ib /ft,d.. Start Location[ft. %1
-133 I 0
l 0
em o fF
Footin
Material Design Rules
ut s... I n swa
Distributed
nitude[Ib /ft,d... Start Locationfft. %] End Location[ft, %]
End Location[ft, %]
Y
-133
-133
-133
0
Page 1
1
2
CI M 1-131,G1
v1
0
980.063
O -
0
2
2 0
2
0
- 44.202
3957.095
- 3957.095
3
3 0
0 -
3
0
- 1068.466
- 747.591
747.591
4
2
M2
1
0
- 358.24
- 747.591
747.591
5
- 501.008 7
774.115
2
0
- 1103.159
- 5241.573
5241.573
6
2114.441
7 2
3
0
- 1848.079
- 14316.993
14316.993
7
2
M3
1
0
1862.299
- 14316.993
14316.993
8
2
0
931.149
- 3579.248
3579.248
9
3
0
0
0
0
1 2
2 M
M1 1
1 0
0 4
445.102 0
0
2 2
2 0
0 -
- 20.075 -
- 584.413
3 3
3 0
0 -
- 485.252 1
110.41
4 2
2 M
M2 1
1 0
0 -
- 162.697 1
110.41
5 2
2 0
0 -
- 501.008 7
774.115
6 3
3 0
0 -
- 839.318 2
2114.441
7 2
2 M
M3 1
1 0
0 8
845.776 2
2114.441
8 2
2 0
0 4
422.888 5
528.61
9 3
3 0
0 0
0 0
0
UV.. i , -uv,., • - . -
1 2 N1 .0 445.102 0
2 2 N2 0 322.554 0
3 2 N3 0 1685.095 0
4 2 Totals: 0 2452.752
5 2 COG (ft): X: 7.25 Y: 0
LLJ IVIQI I IUQI L.nuoI v.... .. l'.'' J ,...
1 2 M1 1 0 0 NC
2 2 0 -.015 4420.956
3 3 0 0 NC
4 2 M2 1 0 0 NC
Company : Tri State Engineering, Inc.
Designer : KR
Job Number :
Member Distributed Loads (BLC 2 : LIVE) (Continued)
Member Label
3 1 M3
Joint Loads and Enforced Displacements
Load Combinations
Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor
1 DL
2 DL +LI \/E
Joint Reactions
Y
-133
-133
0
0
Joint Label
Yes
Yes
Y
Y
1
1
1
1
1
1
Member Section Forces
Member Section Stresses
Member Section Deflections (By Combination)
RISA -2D Version 8.0.3 [K: \PHO STEELJOIST.r2d]
floor joist
Aug 20, 2008 c...
10:35 AM
Checked By:
Direction Start Magnitude[lb/ft ... End Magnitudeflb /ft d... Start Location[ft, %1 End Location[ft, %]
L,D,M Direction Magnitudeflb,lb -ft in.rad Ib *s ^2 /ft]
No Data to Print ...
1
MZ flb-ft
Page 2
LLJ IVIQI I IUQI L.nuoI v.... .. l'.'' J ,...
1 2 M1 1 0 0 NC
2 2 0 -.015 4420.956
3 3 0 0 NC
4 2 M2 1 0 0 NC
Company : Tri State Engineering, Inc.
Designer : KR
Job Number :
Member Distributed Loads (BLC 2 : LIVE) (Continued)
Member Label
3 1 M3
Joint Loads and Enforced Displacements
Load Combinations
Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor
1 DL
2 DL +LI \/E
Joint Reactions
Y
-133
-133
0
0
Joint Label
Yes
Yes
Y
Y
1
1
1
1
1
1
Member Section Forces
Member Section Stresses
Member Section Deflections (By Combination)
RISA -2D Version 8.0.3 [K: \PHO STEELJOIST.r2d]
floor joist
Aug 20, 2008 c...
10:35 AM
Checked By:
Direction Start Magnitude[lb/ft ... End Magnitudeflb /ft d... Start Location[ft, %1 End Location[ft, %]
L,D,M Direction Magnitudeflb,lb -ft in.rad Ib *s ^2 /ft]
No Data to Print ...
1
MZ flb-ft
Page 2
Company : Tri State Engineering, Inc.
Designer : KR
Job Number :
Member Distributed Loads (BLC 2 : LIVE) (Continued)
Member Label
3 1 M3
Joint Loads and Enforced Displacements
Load Combinations
Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor
1 DL
2 DL +LI \/E
Joint Reactions
Y
-133
-133
0
0
Joint Label
Yes
Yes
Y
Y
1
1
1
1
1
1
Member Section Forces
Member Section Stresses
Member Section Deflections (By Combination)
RISA -2D Version 8.0.3 [K: \PHO STEELJOIST.r2d]
floor joist
Aug 20, 2008 c...
10:35 AM
Checked By:
Direction Start Magnitude[lb/ft ... End Magnitudeflb /ft d... Start Location[ft, %1 End Location[ft, %]
L,D,M Direction Magnitudeflb,lb -ft in.rad Ib *s ^2 /ft]
No Data to Print ...
1
MZ flb-ft
Page 2
5
2
M1
800S162 -68
2
0
.014
5.5
3497.316
27588
4770.006
1
.85
C5.2.1..
':� 2.;.:
.
. M2
800S1
= .740
.4 .
7
2
;18027 8,.
M3
1
0
0
c$.2.1....
NC
2
„'8.1:::.
,";
...
0
2
p.
-.094
:'
634:961
' ..
9
. .1..
3
0
-.221
271.693
1
2
M1
800S162 -68
. 205
2.638
.115
5.5
18027.8...
27588
4770.006
1
.85
C5.2.1..
':� 2.;.:
.
. M2
800S1
= .740
.4 .
':1.99' ..
4'.
;18027 8,.
°27588.;
0:.006'
-,-1
-.85
c$.2.1....
3
2
M3
800S162 -68
.740
0
.200
0
18027.8..
27588
4770.006
1
.85
C5.2.1..
Company : Tri State Engineering, Inc.
Designer : KR
Job Number :
Member Section Deflections (By Combination) (Continued)
Member Cold Formed Steel Code Checks (By Combination)
Member
floor joist
"? NOTE: A SINGLE JOIST CAN CARRY DESIGN STESSES
HOWEVER DOUBLE JOIST ARE USED TO REDUCE DEFLECTION
THAT OCCURS WHEN UNBALANCED LOADS ARE CONSIDERED
Aug 20, 2008 LA
10:35 AM .7'
Checked By:
-ftl Cb Cm
RISA -2D Version 8.0.3 [K: \PHO STEELJOIST.r2d] Page 3
®m TS PROJECT:
°'�® CLIENT :
JOB NO. :
Er�,gir�eari rig
Joist Design Based on AISI 2001 & ICBO ER -4943P
INPUT DATA & DESIGN SUMMARY
SECTION & SPACING
800S162 -68 @ 16 in o.c
(50 ksi)
JOIST SFAN L = 11 ft
DEAD LOAD
LIVE LOAD
LATERAL SUPPORTED?
(0 =No, 1= compression flange, 2= tension flange)
DEFLECTION LIMITATION FOR LIVE LOAD ?
(0 =No., 1= L /240, 2= L /360, 3= L /180, 4= L /120)
ANALYSIS
SECTION PROPERTIES OF EACH METAL STUD (SSMA page 7 & 8)
t =
h =
A=
CHECK MAX WEB DEPTH -TO- THICKNESS RATIO (AISI B1.2)
h / t = 112.20 < 200 [Satisfactory]
CHECK FLEXURAL CAPACITY (AISI C3.1)
Mn/lb
0.0713
8
0.836
in
in
in
J = 0.001416 in
59.57 in -kips
DL = 30 psf
LL = 100 psf
Fy = 50
Wt = 2.84
r = 2.913
C = 3.047
Where M = [(DL +LL) S + Wt ] L / 8 = 31.98 in -kips
S = 16 in o.c., spacing as given.
CHECK SHEAR CAPACITY (AISI C3.2)
V„ /S2v = 4048 lbs > V [Satisfactory]
Where V = [(DL +LL) S + Wt ] L / 2 = 969 lbs
CHECK LATERAL- TORSIONAL BUCKLING (AISI C3.1.2)
CASE 1: BOTH TOP & BOTTOM FLANGES UNSUPPORTED
Fe = C S oA J6ev 7t _
Where
F
Cb =
1.0
o =( r 2 +r +X °.5
x y o)
Sf = 1.77
E = 29500
G = 11300
Ky = 1.0
K 1.0
L = 132 in
L = 132 in
9.1 ksi
3.101 in
in
ksi (AISI pg 18)
ksi (AISI pg 21)
DATE:
1 compression flange
2 L /360
ksi
lb /ft
in
in s
> M [Satisfactory]
Fy , for F
10 ( 1OF
F ,I 1 36F , for 2.78>F
9
) l
e,
F , for F <_0.56F
Ixx =
Sxx =
r y =
< == Does not apply.
< 2.78 F =
< 0.56 F =
,r
(
(K
7.089 in M /fl = 59.57 in -kips
1.757 in V„ /d2„ = 4048 lbs
0.53 in x = -0.921 in
GJ + EC "'
�KtLt
= 9.1 ksi
139.0 ksi
28.0 ksi
PAGE:
DESIGN BY :
REVIEW BY :
THE DESIGN IS ADEQUATE.
4.694 ksi
= 8.325 ksi
��✓ /2d/' a 8
CHECK DEFLECTION
M„ /f/b = 9.70
Where S
nb =
Mn =
M /nb =
Where
i QbM
Mn
M= [(DL +LL)S /12 +Wt]L /8=
34.85
Se =
�b =
R=
Mn =
= 0.54
in -kips < M [Satisfactory]
1.77 in from SSMA page 7 & 8
1.67
S = 16.20 in -kips
> 0.5
31.98 in -kips
CASE 2: BOTTOM FLANGE SUPPORTED ONLY <== Does not apply.
in -kips > M [Satisfactory]
1.76 in from S
1.67
0.66 (AISI Table C3.1.3 -1)
RS = 58.20 in -kips
CHECK CAPACITY COMBINED BENDING & SHEAR AT ANY SAME SECTION (AISI C3.3.1)
(. nblvi )2 +iovV)2 0.3454 < 1.0 [Satisfactory]
M \• Vn
Where M = 31.98 in -kips
V = 969 lbs
V /i2,, = 4048 lbs
n = 1.67
M = MIN( Bending , Buckling) = 99.482 in -kips
M /n = 59.57 in -kips, from SSMA page 7 & 8 for bending only.
v
0.6I M Hayti = 0.5614 < 1.3 [Satisfactory] Vn
5(LL S)L
ALL- 384E1xx
DETERMINE SCREWS AT EACH LEG OF CONNECTION (SSMA page 48)
Vmax = 969 lbs
Vauow = 0 lbs / screw, for # 8 screws.
523 lbs / screw, for # 10 screws.
557 lbs / screw, for # 12 screws.
0.24 < 0.7
0.21 in < L /360 = 0.37 in [Satisfactory]
#8 screws inadequate.
(2)- # 10 screws required.
(2)- # 12 screws required.
Technical References:
1. AISI STANDARD, 2001 Edition. American Iron and Steel Institute.
2. SSMA, Product Technical Information, ICBO ER- 4943P, Steel Stud Manufactures Association, 2001.
6q
(cont'd)
KEITH
-9801 b /ft
.9
-ft
- 1260Ib /ft
STEEL BEAM
17240
7
4,/ $IZo1o8
Aug 20, 2008 at 2:21 PM
PHO STEEL BEAM.r2d
amian � n
AAAAAAAA
9 BIM
8269
Loads: LC 2, DL +LIVE
Results for LC 2, DL +LIVE
Reaction units are lb and k
Tri State Engineering, Inc.
1
�N1
0
0
0
2
N2
3.25
0
0
3
N3
23.75
0
0
4
N4
28.75
0
0
1
V,C , M �a4G,
M 1
.,.••■■•, .,
.. .
Y
..,..... .. •........ -.
.. ` . .
-100 . .
_.._ ._._,...
-1 00
0
0
2
M2
Y
-100
-100
0
4
3
M2
Y
-280
-280
4
0
4
M3
Y
-360
-360
0 .
0
1
L - UCl
M I
u�
Ni
v a.vn..
N2
..vw.v.....7�
........ v ... .a ...... -�
BM
�.--
Beam
- -- —' --
Wide Flange
- ---
HR STL
—
Typical
2
M2
N2
N3
Gravity
BM
Beam
Wide Flange
HR STL
Typical
3
M3
N3
N4
BM
Beam
Wide Flange
HR STL
Typical
1
M1
BM
3.25
2
Gravity
2
M2
BM
20.5
2
Gravity
3
M3
BM
5
2
Gravity
Company : Tri State Engineering, Inc.
Designer : KEITH
Job Number :
Hot Rolled Steel Properties
1
Label
BM
Label
HR STL
Hot Rolled Steel Section Sets
Shape
W1 OX30
Joint Coordinates and Temperatures
Joint Boundary Conditions
Joint Label
1 N2
N3
2
Member Primary Data
Hot Rolled Steel Design Parameters
-UUL IL LU-
Basic Load Cases
1
2
Member Distributed Loads (BLC 1 : DEAD)
2
BLC Description
DEAD
LIVE
Member Distributed Loads (BLC 2 : LIVE)
M-mber Label
M1
M2
E [ksi]
29000
Type
Beam
X Win
Category
Design List
Wide Flange
STEEL BEAM
G [ksi]
Nu
.3
Material
HR STL
YkM
X Gravity Y Gravity
RISA -2D Ve rsion 8.0.3 [K: \RISA FILES \PHO STEEL BEAM.r2d]
Therm ( \1 E5 F) Density[k/ft^31
Design Rules
Typical
.65 .49
Rotation k- ft/rad
Joint Poin
0
74
Aug 20, 2008
2:21 PM
Checked By:
A fin2l I (90,270) fi... I (0,180) fin41,
8.84 I 16.7 170
Temp f F
Footin
Yield[ksil
50
Reaction
Reaction
Reaction
Distributed
None
None
1
4
4
0
Direction Start Magnitude[Ib /ft.... End Magnitude[Ib /ft.d.. Start Location[ft.%] End Location[ft %]
Y
Y
-200
-200
-200
-200
0
0
0
4
Page 1
1
2
M1
1
0
0
0
0
2
0
2
2
0
-.171
-.161
.161
3
I
0
3
0
-.342
-.644
.644
4
2
M2
1
0
2.291
-.644
.644
5
- 436.233
- 41.406
2
0
-.139
15.301
- 15.301
6
I
7
3
0
-3.435
-5.959
5.959
7
2
M3
1
0
2.054
-5.959
5.959
8
2
0
1.027
-1.49
1.49
9
I
3
0
0
0
0
1
I 2
M1
1
0
0
0
2
N3
0
2
0
- 536.381
.436
3
0
25509.816
3
0
- 1072.762
1.743
4
2
M2
1
0
7197.093
1.743
5
2
0
- 436.233
- 41.406
6
3
0
- 10789.558
16.126
7
2
M3
1
0
6450.403
16.126
8
2
0
3225.201
4.032
9
3
0
0
0
1
I 2
N2
0
8269.855
0
2
2
N3
0
17239.961
0
3
2
Totals:
0
25509.816
NC
4
2
COG (ft):
X: 17.104
Y: 0
NC
L.
1 2
!VII 1-.C.....,41
M1
1
0
.301
NC
2 I
2
0
.151
NC
3 I
3
0
0
NC
4 1 2
M2
1
0
0
NC
Company
Designer
Job Number
Member Label
3 M2
4 M3
1
2
DL +LIVE
Member Section Forces
Tri State Engineering, Inc.
KEITH
Member Distributed Loads BLC 2 : LIVE Continued
Y
Y
-700
-900
-700
-900
4
0
0
0
Direction Start Magnitude[Ib /ft ... End Magnitudejlb /ft.d.. Start Location[ft. %1
Joint Loads and Enforced Displacements (BLC 1 : DEAD)
0
Joint Label
N1
Load Combinations
Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor
D
Yes
Y
Y
Y
-1
- 1
1
1
1
1
2
2
1
Joint Reactions (By Combination)
Member Section Stresses
STEEL BEAM
LDM
Member Section Deflections (By Combination)
RISA -2D Version 8.0.3 [K: \RISA FILES \PHO STEEL BEAM.r2d]
Direction Magnitudeflb.k -ft in.rad Ib *s ^2/ft]
L 1 Y
Aug 20, 2008
2:21 PM
Checked By:
End Location[ft. %]
-f
B
Page 2
v .! .... — . - -_ -- -
5 2 0 -.601 409.431
6 3 0 0 NC
7 2 M3 1 0 0 NC
8 2 0 .187 NC
9 3 0 .365 NC
LL! MCI IW V,
1 2 M1 W 10X30 .019 3.25 .017 3.25 258835.508 91.317 2.339 H1-lb
2 2 M2 W 10X30 .454 9.832 .172 20.5 210271.277264670.659 91.317 1.183 H1 -1 b
3 2 M3 W 10X30 .177 0 .103 0 258835.508 91.317 2.312 H1-lb
•a
Cornpany
Designer
Job Number
Tri State Engineering, Inc.
KEITH
STEEL BEAM
Member Section Deflections B Combination Continued
Sec
finl
16
Aug 20, 2008
2:21 PM
Checked By:
Member RISC 13th ASD Steel Code Checks (By Combination)
GIST loA' 3 ,0
RISA -2D Version 8.0.3 [K: \RISA FILES \PHO STEEL BEAM.r2d] Page 3
Llr I
IVICI I IIJCI LQUCI v
LL! MCI IW V,
1 2 M1 W 10X30 .019 3.25 .017 3.25 258835.508 91.317 2.339 H1-lb
2 2 M2 W 10X30 .454 9.832 .172 20.5 210271.277264670.659 91.317 1.183 H1 -1 b
3 2 M3 W 10X30 .177 0 .103 0 258835.508 91.317 2.312 H1-lb
•a
Cornpany
Designer
Job Number
Tri State Engineering, Inc.
KEITH
STEEL BEAM
Member Section Deflections B Combination Continued
Sec
finl
16
Aug 20, 2008
2:21 PM
Checked By:
Member RISC 13th ASD Steel Code Checks (By Combination)
GIST loA' 3 ,0
RISA -2D Version 8.0.3 [K: \RISA FILES \PHO STEEL BEAM.r2d] Page 3
•a
Cornpany
Designer
Job Number
Tri State Engineering, Inc.
KEITH
STEEL BEAM
Member Section Deflections B Combination Continued
Sec
finl
16
Aug 20, 2008
2:21 PM
Checked By:
Member RISC 13th ASD Steel Code Checks (By Combination)
GIST loA' 3 ,0
RISA -2D Version 8.0.3 [K: \RISA FILES \PHO STEEL BEAM.r2d] Page 3
7�- PROJECT: PHO
-° CLIENT :
JOB NO. :
Box Beani Design Based on AISI 2001 & ICBO ER- 4943P
INPUT DATA & DESIGN SUMMARY
VERT. MEMBERS 2 x 800S162-68
(TOTAL SECTION: 4 x 8 , 50 ksi )
L= 7 ft
SPAN
DEAD LOAD
LIVE LOAD
t = 0.0713 in
h = 8 in
A = 0.836 in2
J = 0.001416 in4
Fc =
DL = 0.3 kips / ft
LL = 1 kips / ft
CHECK LATERAL- TORSIONAL BUCKLING (AISI C3.1.2.2)
0.36Cbn
Lu = VEGJj = 1.16 ft
F y Sf
Fy = 50 ksi
Wt = 2.84 lb /ft
r = 2.913 in
C = 3.047 in
TYPICAL HEADER
DATE:
COMPRESSION FLANGE SUPPORTED ? (O =No, 1 =Yes) 1 compression flange supported
DEFLECTION LIMITATION FOR LIVE LOAD ? 2 L /360
(O = =No., 1= L /240, 2= L /360, 3= L /180, 4= L /120) THE DESIGN IS ADEQUATE.
ANALYSIS
SECTION PROPERTIES OF EACH VERTICAL STUD (SSMA page 7 & 8)
CHECK MAX WEB DEPTH -TO- THICKNESS RATIO (AISI B1.2)
h / t = 112.20 < 200 [Satisfactory]
CHECK FLEXURAL CAPACITY (AISI C3.1)
M„ /a = 9.93 ft-kips > M [Satisfactory]
Where M = (DL + LL + Wt ) L / 8 = 8.00 ft-kips
CHECK SHEAR CAPACITY (AISI C3.2)
V„ /Sly = 8.10 kips > V [Satisfactory]
Where V = (DL + LL + Wt ) L / 2 = 4.57 kips
<== Does not apply.
< L
PAGE : 8
DESIGN BY :
REVIEW BY :
Fy , for F >- 2.78F
10 y ( 1- 1 0 F ' y /
9 F 36F for 2.7�F = 23.0 ksi
e
F , for F <_0.56F
BEAM / HEADER. SECTION
I = 7.089 in4
S, = 1.757 in'
T = 0.53 in
Where Cb = 1.0
Sf = 3.54 in' (total vertical studs, SSMA page 7 & 8.)
E = 29500 ksi (AISI page 18)
G = 11300 ksi (AISI page 21)
l = 5.033 in (neglecting top & bottom tracks conservatively.)
J = 0.003 in
F
Cbr - f EGJ j y = 23.0 ksi < 2.78 Fy = 139.0 ksi
K f `f < 0.56 Fy = 28.0 ksi
Where K = 1.0
L = 84 in
M„ /fb = 59.57 in -kips
V /52, = 4048 lbs
xo = -0.921 in
M /fib =
Where
CHECK CAPACITY COMBINED BENDING & SHEAR AT ANY SAME SECTION (AISI C3.3.1)
1 2 + 2
( ovV 0.9674 < 1.0 [Satisfactory]
C /1 , 1 � n/ (
Where M = 8.00 ft-kips
V = 4.57 kips
V = 8.10 kips
C/b = 1.67
M = MIN( Bending Buckling) = 16.58 ft-kips
1 M„ /Q = 9.93 ft-kips, for bending only.
C �i I = > 0.5 [nv 0.81
= 0.56 < 0.7
MM J Vn
0.6 i2 +( = 1.0478 < 1.3 [Satisfactory]
C lVn
CHECK DEFLECTION
4.07
S =
nb °
ft-kips < M [Satisfactory]
3.54 in (total vertical studs, SSMA page 7 & 8.)
1.67
M = S = 81.52 in -kips
M = (DL + LL + Wt ) L 8 = 8.00 ft-kips
5(LL)L
ALL = = 0.13 in < L /360 = 0.23 in [Satisfactory]
384E1
Technical References:
1. AISI STANDARD, 2001 Edition. American Iron and Steel Institute.
2. SSMA, Product Technical Information, ICBO ER- 4943P, Steel Stud Manufactures Association, 2001.
(cont'd)
HEADER
INPUT: Uniform Loading
w (DL) w (LL)
Roof (psf) 0 0
Tributary (ft) 0 0
Wall (psf)
Tributary (ft)
Floor (psf) 30 100
Tributary (ft) 1 1
Other (pif) 10
pif
RESULTS:
VI (DL) Vr (DL)
265 635
Ibs. Ibs.
0 0
0 0
0
40 100
pif
VI (LL)
625
Ibs.
TSE Engineering
w (TL)
140
plf
Span Length
L
4
ft
Load
1
2
Concentrated Loading
Xc P (DL) P (LL)
3 740 1700
ft Ibs Ibs
Vr (LL) VI (TL) Vr (TL) M (DL)
1475 890 2110 635
Ibs. Ibs. Ibs. ft.lbs.
M (LL)
1475
ft.lbs.
Job*
By:
Page: 9
0
P (TL)
2440
0
Ibs
M (TL)
. 2110
ft.lbs.
211a (i _ //)777 6
b � 245 y
Use N55 4x 2 . s x 3 /i(
76) PROJECT: PHO
®® CLIENT :
JOB NO.
Stud Design Based on AISI 2001 & ICBO ER -4943P
INPUT DATA & DESIGN SUMMARY
SECTION & SPACING 350S125 -54 @ 16 in o.c
(50 ksi )
WALL HEIGHT h = 10 ft
h = 0 ft
SERVICE GRAVITY LOAD P = 1240 lbs / ft
SERVICE LATERAL LOAD w = 5 psf
SERVICE PARAPET LOAD w = 0 psf
ECCENTRICITY e = 0 in
DEFLECTION LIMITATION ? 1 h /240
(0 =No., 1= h /240, 2= h /360, 3= h /180, 4= h /120)
ANALYSIS
SECTION PROPERTIES OF EACH METAL STUD (SSMA page 7 & 8)
thk = 0.0566 in Fy = 50 ksi I,, = 0.603 in M /S2 = 9.71 in -kips
t = 3.5 in Wt = 1.15 lb /ft S, = 0.324 In V = 3446 lbs
A = 0.337 in r = 1.344 in r = 0.402 in x = -0.781 in
J = 0.00036 in C = 0.127 in
CHECK MAX WEB DEPTH -TO- THICKNESS RATIO (AISI B1.2)
t / (thk) = 61.84 < 200 [Satisfactory]
CHECK FLEXURAL CAPACITY (AISI C3.1)
M /S2b =
9.71
Where x = h+ hr
Where
in -kips / stud
(h +hr) Pe
2h hw,
S =
5.00 ft
(h +h) Pe
(h +h)w,- 2h + h
DATE:
M, = 2w1h2 [Pe+ =
S = 1.333 ft o.c., spacing as gaven.
w2hp S = 0.00 in -kips / stud
M 2= 2
M = 0.75 MAX( M , M =
CHECK SHEAR CAPACITY (AISI C3.2)
V /S2 = 3446 lbs / stud > V [Satisfactory]
V2 = h w S - V = 33 lbs / stud
V = h w S = 0 lbs / stud
V= 0.75 MAX( V I , V2,V3)= 25 lbs/stud
TYPICAL STUD
> M [Satisfactory]
1.00 in -kips / stud
lbs / stud
CHECK CAPACITY COMBINED BENDING & SHEAR AT ROOF /FLOOR SECTION (AISI C3.3.1)
C n 1 2 +1 ovV J 2 = 5E -05 < 1.0 [Satisfactory]
Mn V
Where M = 0.00 in -kips / stud, (0.75 included)
V = 25 lbs / stud, (0.75 included)
V„/Sl = 3446 lbs / stud, from SSMA page 7 & 8.
M /O = 9.71 in -kips / stud, from SSMA page 7 & 8
PAGE: f0
DESIGN BY :
REVIEW BY :
wi plf /ft) Shear Moment
THE DESIGN IS ADEQUATE.
W2 (pig I) Shear Moment
0.75 in -kips / stud, (0.75 for wind /seismic, from AISI App. A4.1.2, typical)
(In) 0.00 < 0.5 I 47 = 0.01 < 0.7
\ \l
0.6 SZ + S2 = 0.0073 < 1.3 [Satisfactory]
Mn) Vn
CHECK COMPRESSION CAPACITY WITH, AT LEAST, ONE FLANGE THROUGH- FASTENED TO SHEATHING (AISI C4.6)
= 3.62 kips / stud > P [Satisfactory]
Where S2 = 1.8
P„ = C AE / 29500 = 6.51 kips / stud
C�
= (0.79 x + 0.54) = 0.959
C2= (1.17 at +0.93)= 0.996
C3 = a (2.5b - 1.63d) + 22.8 = 20.220
E = 29500 ksi (AISI pg 18)
P = 1.77 kips / stud (included wall weight, 18psf.)
CHECK CAPACITY COMBINED AXIAL LOAD & BENDING (AISI C5.2.1)
S2 + S bC
P„ M,a
Where M = 0.75
P = 1.77
P = 3.62
M /S2 = 9.71
C 1.0
n .2E ix
PEx = 2 - 12.19 kips / stud
(KxLx)
a = 1 - CcP - 0.738
CHECK DEFLECTION
PE
0.59 < 1.0 [Satisfactory]
in -kips / stud, (0.75 included)
kips / stud
kips / stud
in -kips / stud
5(
= = 0.08 in < h /240 = 0.50 in [Satisfactory]
384EI
NOTE : 1. STUD FLANGES SHALL BE FASTENED TO SHEATHING AT EACH SIDE OF WALL BEFORE VERTICAL LOAD ADDED.
2. THE LATERAL LOADS MAY BE REDUCED BY 0.75 PER AISI APPENDIX A.4.1.2 .
Technical References:
1. AISI STANDARD, 2001 Edition. American Iron and Steel Institute.
2. SSMA, Product Technical Information, ICBO ER- 4943P, Steel Stud Manufactures Association, 2001.
0" /Pa
(cont'd)
-.C1:0130mm
■amt®
Err,ginaar7ng JOBNO.: DATE:
Jamb /Column Design Based on AISI 2001 & ICBO ER -4943P
INPUT DATA & DESIGN SUMMARY
VERT. MEMBERS 2 X 350S125 -54
(TOTAL SECTION: 3.5 x 3 , INSIDE 3.5 in THK. WALL)
HEIGHT
��, PROJECT: PHO
CLIENT :
h= 9 ft
SERVICE GRAVITY LOAD P = 4 kips
SERVICE LATERAL LOAD w = 0.005 kips / ft
DEFLECTION LIMITATION 7 1 h /240
(0 =No., 1= h /240, 2= h /360, 3= h /180, 4= h /120)
ANALYSIS
SECTION PROPERTIES OF EACH VERTICAL STUD (SSMA page 7 & 8)
thk = 0.0566 in Fy = 50 ksi I, = 0.603 in M = 9.71 in -kips
t = 3.5 in Wt = 1.15 lb /ft S, = 0.324 in V, = 3446 lbs
A = 0.337 in r = 1.344 in T = 0.402 in x = -0.781 in
J = 0.00036 in C, = 0.127 in
CHECK MAX WEB DEPTH -TO- THICKNESS RATIO (AISI B1.2)
t / (thk) = 61.84 < 200 [Satisfactory]
CHECK FLEXURAL CAPACITY (AISI C3.1)
M, = 1.62 ft-kips > M [Satisfactory]
Where M = 0.75 w h / 8 = 0.04 ft-kips, (0.75 for wind /seismic, from AISI App. A4.1.2, typical)
CHECK SHEAR CAPACITY (AISI C3.2)
V„K2 = 6.89 kips > V [Satisfactory]
Where V = 0.75 w L / 2 = 0.02 kips
CHECK COMPRESSION CAPACITY WITH, AT LEAST, ONE FLANGE THROUGH - FASTENED TO SHEATHING (AISI C4.6)
P„ /12„ = 7.24 kips > P [Satisfactory]
Where S2 = 1.8
P, = C AE / 29500 = 13.03 kips
C = (0.79 x + 0.54) = 0.959
C (1.17 at +0.93)= 0.996
C3 = a (2.5b - 1.63d) + 22.8 = 20.220
E = 29500 ksi (AISI pg 18)
P = 4.02 kips (included studs weight.)
CHECK CAPACITY COMBINED BENDING & SHEAR AT ANY SAME SECTION (AISI C3.3.1)
(nbAl �
= 0.0003 < 1.0 [Satisfactory]
Mn n
Where M =
V=
V, /S2 =
M /O =
i bM
S2 _
Mn.
■
0.03 ft-kips, (0.75 included)
0.01 kips, (0.75 included)
6.89 kips
1.62 ft-kips
0.02
< 0.5
BUILT - UP COLUMN IN WALL
(50 ksi)
M n Vn 0.0124 < 1.3 [Satisfactory]
C - ° = 0.00 < 0.7
V n J)
PAGE : I
DESIGN BY :
REVIEW BY :
JAMB / WALL COLUMN SECTION
THE DESIGN IS ADEQUATE.
CHECK CAPACITY COMBINED AXIAL LOAD & BENDING (AISI C5.2.1)
0.58 < 1.0 [Satisfactory]
P M,a
Where M = 0.03 ft-kips, (0.75 included)
P = 4.02 kips
P = 7.24 kips
M„ /O = 1.62 in -kips
C = 1.0
CHECK DEFLECTION
FEY =
, r ZE Ix
(KxLx)
— 1 ��
PRY
5wL4 =-
384E/
30.10 kips
0.760
0.02 in < h /240 = 0.45 in [Satisfactory]
NOTE : 1. STUD FLANGES SHALL BE FASTENED TO SHEATHING AT EACH SIDE OF WALL BEFORE VERTICAL LOAD ADDED.
2. THE LATERAL LOADS MAY BE REDUCED BY 0.75 PER AISI APPENDIX A.4.1.2 .
Technical References:
1. AISI STANDARD, 2001 Edition. American Iron and Steel Institute.
2. SSMA, Product Technical Information, ICBO ER- 4943P, Steel Stud Manufactures Association, 2001.
(cont'd)
Er- �gi�aarT�g JOB NO.: DATE:
Tube / Pipe Column Design Based on AISC Manual 13th Edition (AISC 360 -05)
INPUT DATA & DESIGN SUMMARY
COLUMN SECTION (Tube or Pipe)
COLUMN YIELD STRESS
DIMENSIONS
AXIAL LOAD, ASD
7 9 ' PROJECT: PHO
CLIENT :
STRONG AXIS BENDING ? (1 =Yes, 0 =No)
BENDING LOAD, ASD
THE DESIGN IS ADEQUATE.
ANALYSIS
CHECK: COMBINED COMPRESSION AND BENDING CAPACITY (AISC 360 -05, H1)
{ p,. + 8 (M
, for
9
P M M
Pr + [111 rx M
2Pc M Mcy
Where KL, =
(KL / r)max =
P =
M, =
114, =
CHECK LATERAL DEFLECTION
5wH
L Mra — 384EI
P = P / nc =
M M / £7, =
M = M n /12 =
Where E =
Ix=
I =
for
10
87
10
0
0.125
HSS3.5X3.5X1/8 Tube
F = 46 ksi
H = 10 ft
P = 10 kips
P >0.2
P
Pr
— <
Pc
0.03 in
29000 ksi
2.9 in4
2.9 in4
TUBE STEEL COLUMN
= > 0 no, weak axis, y -y, bending.
w= 0.01 k/ft
= 0.42 < 4/3 [Satisfactory]
KL y = 10 ft, for y -y axial load.
ft, for x -x axial load.
< 200 [Satisfactory]
kips
ft -kips, at middle of column
ft-kips, at middle of column
42 / 1.67 = 25.361 kips, (AISC 360 -05 Chapter E)
> P [Satisfactory]
7.3983 / 1.67 = 4.4301 ft-kips, (AISC 360 -05 Chapter F)
> 3/4 M, [Satisfactory]
7.3983 / 1.67 = 4.4301 ft-kips, (AISC 360 -05 Chapter F)
> 3/4 M, [Satisfactory]
L / 240 = 0.50 in [Satisfactory]
PAGE: '2
DESIGN BY :
REVIEW BY :
w
P
TisE- PROJECT:
CLIENT :
g . -'BB' 1 "g
JOB NO. :
Tube / Pipe Column Design Based on AISC Manual 13th Edition (AISC 360 -05)
INPUT DATA & DESIGN SUMMARY
COLUMN SECTION (Tube or Pipe) HSS3.5X3.5X1 /8 Tube
COLUMN YIELD STRESS Fy = 46 ksi
DIMENSIONS H = 10 ft
AXIAL LOAD, ASD P = 18 kips
STRONG AXIS BENDING ? (1 =Yes, 0 =No) _ > 0 no, weak axis, y -y, bending.
BENDING LOAD, ASD w = 0 k / ft
THE DESIGN IS ADEQUATE.
ANALYSIS
CHECK COMBINED COMPRESSION AND BENDING CAPACITY (AISC 360 -05, H1)
Pr 8 M ` x M for P ?
0.2
P 9,M Ma,
P, + / M rx +M , for P' <0.2
2P \ Mcx N1cp Pc
CHECK LATERAL DEFLECTION
5wH
Amid — 384E1
Where KL x = 10 ft, for x -x axial load. KL y = 10 ft, for y -y axial load.
(KL / r)max = 87 < 200 [Satisfactory]
P, = 18 kips
M, = 0 ft -kips, at middle of column
M, = 0 ft -kips, at middle of column
P = P / 17 = 42 / 1.67 = 25.361 kips, (AISC 360 -05 Chapter E)
> P [Satisfactory]
M = M / 12b = 7.3983 / 1.67 = 4.4301 ft -kips, (AISC 360 -05 Chapter F)
> 3/4M, [Satisfactory]
M = M / !2b = 7.3983 / 1.67 = 4.4301 ft -kips, (AISC 360 -05 Chapter F)
> 3/4 M, [Satisfactory]
0.00 in
L / 240
Where E = 29000 ksi
I = 2.9 in4
= 2.9 'n4
DATE:
= 0.71 < 4/3 [Satisfactory]
= 0.50 in
[Satisfactory]
PAGE:
DESIGN BY :
REVIEW BY :
TsE PROJECT :
CLIENT :
Enginaaring
Tube Base Plate Design Based on AISC Manual 13th Edition (AISC 360 -05)
INPUT DATA & DESIGN SUMMARY
AXIAL LOAD OF COMPRESSION P = 17 kips, ASD
STEEL PLATE YIELD STRESS F = 60 ksi
CONCRETE STRENGTH f 2.5 ksi
COLUMN SIZE _> HSS3.5X3.5X1/8
BASE PLATE SIZE N = 6 in
B = 6 in
AREA OF CONCRETE SUPPORT A = 2304 in
(geometrically similar to and concentric with the loaded area.)
USE
6 x 6
/4 in thick plate
ANALYSIS
CHECK BEARING PRESSURE (AISC 360 -05 J8)
12 c
JOB NO.: DATE :
= 2.50
x.33 po
rmn = 0.22 in
F ,,BN
Where /= MAX(m,n, 2n')=
1.34 in
p p l ,2 c = f c A I MIN 0.85MAX 11 1.7 =
Where A, = 36 in actual area of base plate.
DETERMINE VALUES OF m, n, n', X , and X (AISC 13th Page 14 -5)
m = 0.5 (N - 0.95 d) = 1.34 in
n= 0.5(B- 0.95b) = 1.34 in
n' = 0.25 (d b ) = 0.88 in
X = MIN
4db ii pa 1 = 0.28
,(d +b) P
2 = MIN 2,X
, 1 = 0.57
( 1+ 1 –X 1
Where d = 3.50 in, depth of column section.
b = 3.50 in, width of column section.
DETERMINE REQUIRED THICKNESS OF BASE PLATE (AISC 13th Page 14 -6)
61.20 kips
"D
PAGE:
DESIGN BY :
REVIEW BY :
l3
B
0.95 b 1 n
[Satisfactory]
b
> Pa
®® 7:5 PROJECT: PHO
imam®
_sm.= CLIENT :
E rglrraarTr-ig JOB NO.: DATE:
Tube / Pipe Column Design Based on AISC Manual 13th Edition (AISC 360 -05)
INPUT DATA & DESIGN SUMMARY
COLUMN SECTION (Tube or Pipe)
HSS4X2.5X3/16 Tube
TUBE STEEL COLUMN
COLUMN YIELD STRESS F = 46 ksi
DIMENSIONS H = 10 ft
AXIAL LOAD, ASD P = 2.5 kips
STRONG AXIS BENDING ? (1 =Yes, 0 =No) _ > 0 no, weak axis, y -y, bending.
BENDING LOAD, ASD w = 0.01 k / ft
THE DESIGN IS ADEQUATE.
ANALYSIS
CHECK COMBINED COMPRESSION AND BENDING CAPACITY (AISC 360 -05, H1)
Pr Mm ry for PT ? 0.2
P + 9 8 � Mcx +M Mcy Pc
Pr + . M,x +M for Pr < 0.2
2P CM Mcy P
= 0.09 < 4/3 [Satisfactory]
PAGE:
DESIGN BY :
REVIEW BY :
14
Where KL x = 10 ft, for x -x axial load. KL y = 10 ft, for y -y axial load.
(KL / r)max = 120 < 200 [Satisfactory]
P = 2.5 kips
M = 0 ft-kips, at middle of column
M = 0.125 ft-kips, at middle of column
Pc = P,, / � c = 36 / 1.67 = 21.502 kips, (AISC 360 -05 Chapter E)
> P [Satisfactory]
Mcx = M / 2 b = 10.235 / 1.67 = 6.1287 ft-kips, (AISC 360 -05 Chapter F)
> 3/4 M [Satisfactory]
M = Mn / S2 = 7.3983 / 1.67 = 4.4301 ft-kips, (AISC 360 -05 Chapter F)
> 3/4 M, [Satisfactory]
CHECK LATERAL DEFLECTION
5wH - 0.04 in
D Mid = 384E/
L / 240 = 0.50 in [Satisfactory]
Where E S = 29000 ksi
I = 4.3 in
a
= 2.06 in4
L
O sE PROJECT:
...6=1M1 o CLIENT :
E r,grir - iea rir , n
Tube Base Plate Design Based on AISC Manual 13th Edition (AISC 360 -05)
INPUT DATA & DESIGN SUMMARY
AXIAL LOAD OF COMPRESSION
STEEL PLATE YIELD STRESS
CONCRETE STRENGTH
COLUMN SIZE
BASE PLATE SIZE
AREA OF CONCRETE SUPPORT
JOB NO. :
USE
8 x 2.5
in thick plate
ANALYSIS
l l�
CHECK BEARING PRESSURE (AISC 360 -05 J8)
A =MIN
r _ 1 3.33Pa = 0.17 in
F
Where / = MAX (m, n, .1n') =
DATE:
P = 2.5 kips, ASD
Fy = 60 ksi
f = 2.5 ksi
=> HSS4X2.5X3/16
N = 8 in
B = 2.5 in
A = 24 in
(geometrically similar to and concentric with the loaded area.)
DETERMINE VALUES OF m, n, n', X , and X. (AISC 13th Page 14 -5)
m= 0.5(N- 0.95d) = 2.10 in
n= 0.5(B- 0.95b) = 0.06 in
n'= 0.25 (d b ) O.5 = 0.79 in
X_ 4db 2 S2,Pa 11= 0.13
L ll (d +b) 1
C 2-17 1
1 +./1 —X
Where d = 4.00 in, depth of column section.
b = 2.50 in, width of column section.
0.37
DETERMINE REQUIRED THICKNESS OF BASE PLATE (AISC 13th Page 14 -6)
2.10 in
PAGE : l�
DESIGN BY :
REVIEW BY :
0.95 b
p p / oc _ f ` mliv 0.85MAX I \/ , 1 I , 1.7 = 18.62 kips >
C2c Al
Where A = 20 in actual area of base plate. [Satisfactory]
S2� = 2.50
B
Pa
TE- PROJECT:
CLIENT
F_rr girree ri ng
Pad Footing Design Based on ACI 318 -05
INPUT DATA
COLUMN WIDTH
COLUMN DEPTH
BASE PLATE WIDTH
BASE PLATE DEPTH
FOOTING CONCRETE STRENGTH
REBAR YIELD STRESS
AXIAL DEAD LOAD
AXIAL LIVE LOAD
LATERAL LOAD (0 =WIND, 1= SEISMIC)
WIND AXIAL LOAD
SURCHARGE
SOIL WEIGHT
FOOTING EMBEDMENT DEPTH
FOOTING THICKNESS
ALLOW SOIL PRESSURE
FOOTING WIDTH
FOOTING LENGTH
BOTTOM REINFORCING
p
0.85f� 1 JI
�i 0.383bdV
M
f
JOB NO..
c, =
b, =
C2
b2
f
f y =
PDL =
PLL =
qs =
W S =
Df =
T=
08 =
B =
L =
PLAT
THE PAD DESIGN IS ADEQUATE.
3.5 in
3.5 in
6 in
6 in
2.5 ksi
40 ksi
5.2 k
12 k
0 Wind,ASD
0 k, ASD
0 ksf
0.11 kcf
1.33 ft
10 in
1.5 ksf
3.5 ft
3.5 ft
4
ANALYSIS
DESIGN LOADS (IBC SEC.1605.3.2 & ACI 318 -05 SEC.9.2.1)
CASE 1: DL + LL P = 17 kips
CASE 2: DL + LL + 1.3 W P = 17 kips
CASE 3: DL + LL + 0.65 W P = 17 kips
CHECK SOIL BEARING CAPACITY (ACI 318 -05 SEC.15.2.2)
CASE 1
1.44 ksf,
MAX P +9 +(0.15 - ws )T =
BL
P MAX
q MAX
DATE:
< k 0 a , [Satisfactory]
where k = 1 for gravity loads, 4/3 for lateral loads.
DESIGN FOR FLEXURE (ACI 318 -05 SEC.15.42, 102, 10 3.5, 10 5 4, 7.12.2, 122, & 12.5)
0.85)3,f c Eu
f y Eu + Et
DESIGN SUMMARY
FOOTING WIDTH
FOOTING LENGTH
FOOTING THICKNESS
LONGITUDINAL REINF. 4
TRANSVERSE REINF. 4
CASE 2
1.44 ksf,
1.2 DL+ 1.6 LL
1.2DL +LL +1.6W
0.9 DL +1.6W
CD
CASE 3
1.44 ksf
1
Pu
Pu
Pu
PAIN =MIN(0.0018 4 pl
C/= JJ
PAGE:
DESIGN BY :
REVIEW BY :
B = 3.50 ft
L = 3.50 ft
T = 10 in
# 4 4 12 in o.c.
4 4 @ 12 in o.c.
L
25 kips
18 kips
5 kips
LONGITUDINAL
TRANSVERSE
d
6.75
6.50
b
42
42
q u,max
2.08
2.08
M
8.75
8.75
p
0.002
0.002
Pmin
0.002
0.002
A
0.58
0.61
ReqD
3
# 4
4
4 4
Max. Spacing
18 in o.c.
18 in o.c.
USE
4
# 4
@
12 in o.c.
4
# 4
@
12 in o.c.
Pmax
0.019
0.019
Check pprod < Pmax
[Satisfactory]
[Satisfactory]
TE- PROJECT:
CLIENT
F_rr girree ri ng
Pad Footing Design Based on ACI 318 -05
INPUT DATA
COLUMN WIDTH
COLUMN DEPTH
BASE PLATE WIDTH
BASE PLATE DEPTH
FOOTING CONCRETE STRENGTH
REBAR YIELD STRESS
AXIAL DEAD LOAD
AXIAL LIVE LOAD
LATERAL LOAD (0 =WIND, 1= SEISMIC)
WIND AXIAL LOAD
SURCHARGE
SOIL WEIGHT
FOOTING EMBEDMENT DEPTH
FOOTING THICKNESS
ALLOW SOIL PRESSURE
FOOTING WIDTH
FOOTING LENGTH
BOTTOM REINFORCING
p
0.85f� 1 JI
�i 0.383bdV
M
f
JOB NO..
c, =
b, =
C2
b2
f
f y =
PDL =
PLL =
qs =
W S =
Df =
T=
08 =
B =
L =
PLAT
THE PAD DESIGN IS ADEQUATE.
3.5 in
3.5 in
6 in
6 in
2.5 ksi
40 ksi
5.2 k
12 k
0 Wind,ASD
0 k, ASD
0 ksf
0.11 kcf
1.33 ft
10 in
1.5 ksf
3.5 ft
3.5 ft
4
ANALYSIS
DESIGN LOADS (IBC SEC.1605.3.2 & ACI 318 -05 SEC.9.2.1)
CASE 1: DL + LL P = 17 kips
CASE 2: DL + LL + 1.3 W P = 17 kips
CASE 3: DL + LL + 0.65 W P = 17 kips
CHECK SOIL BEARING CAPACITY (ACI 318 -05 SEC.15.2.2)
CASE 1
1.44 ksf,
MAX P +9 +(0.15 - ws )T =
BL
P MAX
q MAX
DATE:
< k 0 a , [Satisfactory]
where k = 1 for gravity loads, 4/3 for lateral loads.
DESIGN FOR FLEXURE (ACI 318 -05 SEC.15.42, 102, 10 3.5, 10 5 4, 7.12.2, 122, & 12.5)
0.85)3,f c Eu
f y Eu + Et
DESIGN SUMMARY
FOOTING WIDTH
FOOTING LENGTH
FOOTING THICKNESS
LONGITUDINAL REINF. 4
TRANSVERSE REINF. 4
CASE 2
1.44 ksf,
1.2 DL+ 1.6 LL
1.2DL +LL +1.6W
0.9 DL +1.6W
CD
CASE 3
1.44 ksf
1
Pu
Pu
Pu
PAIN =MIN(0.0018 4 pl
C/= JJ
PAGE:
DESIGN BY :
REVIEW BY :
B = 3.50 ft
L = 3.50 ft
T = 10 in
# 4 4 12 in o.c.
4 4 @ 12 in o.c.
L
25 kips
18 kips
5 kips
CHECK FLEXURE SHEAR (ACI 318 -05 SEC 9 3 2 3, 15 5 2, 11 1 3 1, & 11 3)
OV = 2 Obd fc
CHECK PUNCHING SHEAR (ACI 318 -05 SEC 15 5 2, 11 12 1 2, 11 12.6, & 13.5.3.2)
�V ( 2+ y)0F.A
where
45.22 kips
= 0.75 (ACI 318 -05, Section 9.3.2.3 )
Pc = ratio of long side to short side of concentrated load = 1.00
b = c + c + b + b2 + 4d = 45.5 in
A = b = 301.4 in2
y = MIN(2, 4 /p 40d /bp) = 2.0
Vf BL ( b 2c +d�l b2 +d11
u = Pu, max [23.57 kips < 0 V„ [Satisfactory]
(cont'd)
LONGITUDINAL
TRANSVERSE
V
7.19
7.34
0.75
0.75
(1)V
21.3
20.5
Check V,<@V
[Satisfactory]
[Satisfactory]
CHECK FLEXURE SHEAR (ACI 318 -05 SEC 9 3 2 3, 15 5 2, 11 1 3 1, & 11 3)
OV = 2 Obd fc
CHECK PUNCHING SHEAR (ACI 318 -05 SEC 15 5 2, 11 12 1 2, 11 12.6, & 13.5.3.2)
�V ( 2+ y)0F.A
where
45.22 kips
= 0.75 (ACI 318 -05, Section 9.3.2.3 )
Pc = ratio of long side to short side of concentrated load = 1.00
b = c + c + b + b2 + 4d = 45.5 in
A = b = 301.4 in2
y = MIN(2, 4 /p 40d /bp) = 2.0
Vf BL ( b 2c +d�l b2 +d11
u = Pu, max [23.57 kips < 0 V„ [Satisfactory]
(cont'd)
w
j
t
aserszta Ts
E PROJECT:
CLIENT :
E r�gir eer -ir
Pad Footing Design Based on ACI 318 -05
INPUT DATA
COLUMN WIDTH
COLUMN DEPTH
BASE PLATE WIDTH
BASE PLATE DEPTH
FOOTING CONCRETE STRENGTH
REBAR YIELD STRESS
AXIAL DEAD LOAD
AXIAL LIVE LOAD
LATERAL LOAD (0 =WIND, 1= SEISMIC)
WIND AXIAL LOAD
SURCHARGE
SOIL WEIGHT
FOOTING EMBEDMENT DEPTH
FOOTING THICKNESS
ALLOW SOIL PRESSURE
FOOTING WIDTH
FOOTING LENGTH
BOTTOM REINFORCING
CASE 1: DL + LL
CASE 2: DL +LL +1.3W
CASE 3: DL + LL + 0.65 W
P=
THE PAD DESIGN IS ADEQUATE.
0.85f�11 i Mu •
ll v 0.3836d'f
f y ,
JOB NO. :
C,
C2
b,
b
f
f
PDL
PLL
PLAT
CIS
w
Of
T
O
B
L
P =
P=
P =
= 3.5 in
= 3.5 in
5.5 in
= 5.5 in
2.5 ksi
40 ksi
= 3 k
= 5.5 k
0 Wind,ASD
= 0 k, ASD
0 ksf
= 0.11 kcf
= 1.33 ft
10 in
= 1.5 ksf
= 3 ft
3 ft
# 4
ANALYSIS
DESIGN LOADS (IBC SEC.1605.3.2 & ACI 318 -05 SEC.9.2.1)
9 kips
9 kips
9 kips
CHECK SOIL BE:ARING CAPACITY (ACI 318 -05 SEC.15.2.2)
CASE 1
g MAX = -P +q + (0.15 - ws)T = 0.98 ksf,
BL
DATE:
DESIGN FOR FLEXURE (ACI 318 -05 SEC.15.4 2, 102 10 3 5, 10 5 4, 7 12 2, 12 2, & 12 5)
0.85f i E
P MAX =
t y Eu + EI
DESIGN SUMMARY
FOOTING WIDTH
FOOTING LENGTH
FOOTING THICKNESS
LONGITUDINAL REINF.
TRANSVERSE RFINF.
CASE 2
0.98 ksf,
1.2DL +1.6LL
1.2 DL +LL +1.6W
0.9 DL +1.6W
q MAX < k Q a , [Satisfactory]
where k = 1 for gravity loads, 4/3 for lateral loads.
B =
L=
T =
3 5 4
3 # 4
CO
CASE 3
0.98 ksf
Pu =
Pu =
Pu =
PMrN,= M/N(0.0018 7 , - pJ
PAGE:
DESIGN BY :
REVIEW BY
3.00 ft
3.00 ft
10 in
C
b
L
12 kips
9 kips
3 kips
I 7
LONGITUDINAL
TRANSVERSE
d
6.75
6.50
b
36
36
q u,max
1.38
1.38
M
3.56
3.56
p
0.001
0.001
Pmin
0.001
0.001
A
0.24
0.24
ReqD
2
# 4
2
# 4
Max. Spacing
18 in o.c.
18 in o.c.
USE
3
# 4
@
15 in o.c.
3
# 4
CO
15 in o.c.
Pmax
0.019
0.019
Check Pprod < Pmax
[Satisfactory]
[Satisfactory]
w
j
t
aserszta Ts
E PROJECT:
CLIENT :
E r�gir eer -ir
Pad Footing Design Based on ACI 318 -05
INPUT DATA
COLUMN WIDTH
COLUMN DEPTH
BASE PLATE WIDTH
BASE PLATE DEPTH
FOOTING CONCRETE STRENGTH
REBAR YIELD STRESS
AXIAL DEAD LOAD
AXIAL LIVE LOAD
LATERAL LOAD (0 =WIND, 1= SEISMIC)
WIND AXIAL LOAD
SURCHARGE
SOIL WEIGHT
FOOTING EMBEDMENT DEPTH
FOOTING THICKNESS
ALLOW SOIL PRESSURE
FOOTING WIDTH
FOOTING LENGTH
BOTTOM REINFORCING
CASE 1: DL + LL
CASE 2: DL +LL +1.3W
CASE 3: DL + LL + 0.65 W
P=
THE PAD DESIGN IS ADEQUATE.
0.85f�11 i Mu •
ll v 0.3836d'f
f y ,
JOB NO. :
C,
C2
b,
b
f
f
PDL
PLL
PLAT
CIS
w
Of
T
O
B
L
P =
P=
P =
= 3.5 in
= 3.5 in
5.5 in
= 5.5 in
2.5 ksi
40 ksi
= 3 k
= 5.5 k
0 Wind,ASD
= 0 k, ASD
0 ksf
= 0.11 kcf
= 1.33 ft
10 in
= 1.5 ksf
= 3 ft
3 ft
# 4
ANALYSIS
DESIGN LOADS (IBC SEC.1605.3.2 & ACI 318 -05 SEC.9.2.1)
9 kips
9 kips
9 kips
CHECK SOIL BE:ARING CAPACITY (ACI 318 -05 SEC.15.2.2)
CASE 1
g MAX = -P +q + (0.15 - ws)T = 0.98 ksf,
BL
DATE:
DESIGN FOR FLEXURE (ACI 318 -05 SEC.15.4 2, 102 10 3 5, 10 5 4, 7 12 2, 12 2, & 12 5)
0.85f i E
P MAX =
t y Eu + EI
DESIGN SUMMARY
FOOTING WIDTH
FOOTING LENGTH
FOOTING THICKNESS
LONGITUDINAL REINF.
TRANSVERSE RFINF.
CASE 2
0.98 ksf,
1.2DL +1.6LL
1.2 DL +LL +1.6W
0.9 DL +1.6W
q MAX < k Q a , [Satisfactory]
where k = 1 for gravity loads, 4/3 for lateral loads.
B =
L=
T =
3 5 4
3 # 4
CO
CASE 3
0.98 ksf
Pu =
Pu =
Pu =
PMrN,= M/N(0.0018 7 , - pJ
PAGE:
DESIGN BY :
REVIEW BY
3.00 ft
3.00 ft
10 in
C
b
L
12 kips
9 kips
3 kips
I 7
CHECK FLEXURE SHEAR (ACI 318 -05 SEC 9 3 2 3, 15 5 2, 11.1.3.1, & 11.3)
oVn = fc
CHECK PUNCHING SHEAR (ACI 318 -05 SEC 15 5 2, 11 12 1 2, 11 12.6, & 13.5.3.2)
OVnr= ( +y)
44.22 kips
where = 0.75 (ACI 318 -05, Section 9.3.2.3 )
P. = ratio of long side to short side of concentrated load = 1.00
b = c + c + b + b2 + 4d = 44.5 in
A = b0 d = 294.8 4-12
y = MIN(2, 4/ (3 c , 40d /b = 2.0
lrb, +c, 11_
Vu — Pu, max r (b1
l 8! + 2 +d
11.22 kips < 0 V [Satisfactory]
(cont'd)
/�A
LONGITUDINAL
TRANSVERSE
V
3.10
3.19
0.75
0.75
(1)V
18.2
17.6
Check V„ < o
[Satisfactory]
[Satisfactory]
CHECK FLEXURE SHEAR (ACI 318 -05 SEC 9 3 2 3, 15 5 2, 11.1.3.1, & 11.3)
oVn = fc
CHECK PUNCHING SHEAR (ACI 318 -05 SEC 15 5 2, 11 12 1 2, 11 12.6, & 13.5.3.2)
OVnr= ( +y)
44.22 kips
where = 0.75 (ACI 318 -05, Section 9.3.2.3 )
P. = ratio of long side to short side of concentrated load = 1.00
b = c + c + b + b2 + 4d = 44.5 in
A = b0 d = 294.8 4-12
y = MIN(2, 4/ (3 c , 40d /b = 2.0
lrb, +c, 11_
Vu — Pu, max r (b1
l 8! + 2 +d
11.22 kips < 0 V [Satisfactory]
(cont'd)
/�A
•
PERMIT COO ` D COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: M08 -258 DATE: 10 -29 -08
PROJECT NAME: WHAT THE PHO
SITE ADDRESS: 17250 SOUTHCENTER PY #132
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
Buildi K! Division
Public VVorks
Comments:
TUES/THURS ROUTING:
Please Route
Documents/routing slip.doc
2 -28-02
APPROVALS OR CORRECTIONS:
Structural Review Required
61 We/
Fire Prevention
Planning Division
❑ Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 0-30 -08 - 171
Complete Incomplete ❑ Not Applicable
,Permit Center Use.Onl : , �:�.;, •.... ;.:: ' • �" :' k ,. . r ssi : w ���,,: ,
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
❑ No further Review Required
REVIEWER'S INITIALS: DATE:
DUE DATE: 11 -27 -08
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
PermitCenter 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
COLONY INS
CLS1209626
01/05/2008
01/05/2009
$1,000,000.0012
/11 /2007
2
COLONY INS
GL338124
01/05/2007
01/05/2008
$1,000,000.00
01/22/2007
1
INTERSTATE
FIRE £t CAS
CO
CLP6274919
01/05/2005
01/05/2007
$1,000,000.0012
/18/2006
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
1
CBIC
SF9353
01 /05/2005
Until
Cancelled
$6,000.00
01 /12/2005
Name
Role
Effective Date
Expiration Date
JOHNSTON, ED
PRESIDENT
01 /10/2005
JOHNSTON, CHAD
VICE PRESIDENT
01 /12/2005
Untitled Page
General /Specialty Contractor
A business registered as a construction contractor with L£&I to perform construction work
w ithin 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
Phone
Address
Suite /Apt.
City
State
Zip
County
Bond Information
SEATTLE
WA
98134
KING
Business Type CORPORATION
Parent
Company
Business Owner Information
Insurance Information
0
AFFORDABLE HOOD
INSTALLTN INC
2063820160
2963 1ST AVE. S.
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Previous
License
Next License
Associated
License
Specialty 1
Specialty 2
602426086
•
ACTIVE
AFFORHI951 BS
CONSTRUCTION
CONTRACTOR
1/12/2005
1/12/2009
SHEET METAL
UNUSED
https: / /fortress.wa. gov /1ni/bbip/Detail. aspx ?License= AFFORH1951 B S
Page 1 of 1
11/18/2008
i %i'lilisr rrw,
{
•:,,.r ,.., /rr� ::
•
r
•
FAN -3
MAKE-UP
AIR FAN
r
10 -0"
TO ANY AIR INTAKE
FAN -1
EXHAUST
FAN
HOOD -2 TYPE II
EXHAUST HOOD
1
THERMAL CERAMICS DUCT INSULATION
16 GAU { ';E WELDED EXHAUST DUCTWORK
TWO HOUR FIRE FIREMASTER DUCT INSULATION
RATED DUCT PROTECTION No Scale
-, ,rrrrr
STAINLESS STEEL
FLASHING ON METAL STUD
WALL CONSTRUCTION
10-0"
TO ANY AIR INTAKE
HOOD- TYPE I
EXHAUST HOOD
GREASE DUCT WRAP SHALL BE INSTALLED
ONE (1) LAYER AS PER CERTIFIED APPLICATION
INSTRUCTIONS - THERMAL CERAMICS SPECIFICATION
THIS TWO HOUR APPLICATION SHALL INCLUDE ALL
TYPE I EXHAUST DUCTWORK AS SHOWN ON THIS PLAN
TO BE ROUTED FROM THE FINISHED CEILING TO A POINT
18" ABOVE THE FINISHED ROOF SURFACE WITHIN
A WELDEfI GALVANIZED EQUIPMENT CURB
FAN -1
EXHAUST
FAN
NORTH
PLAN VIEW
506.3.12.1 Termination above the roof.
Exhaust outlets that terminate above the roof shall have
the discharge opening located not less than 40 inches
(1016 mm) above the roof surface.
1.
Scale 3/16" =1' -0"
ELECTRICAL NOTE
FIRE SUPPRESSION NOTE
GENERAL CONSTRUCTION NOTES
The General Contractor shall provide all structure
penetrations for equipment curbs for all exhaust and
make -up air systems.
2. The General Contractor shall be responsible for
maintaining structural integrity and provide required
structural su
r "
supports as required by the International
pp q
Y
Building Code and /or as required by City the Cit of Tukwila.
3. The General Contractor shall be responsible for other
trades below unless otherwise stated by the conditions
of the general contract with the project owner.
1. The electrical contractor shall install exhaust fan and
make up air system motor relays and contactors.
Check for proper fan rotation.
1. All Type I hoods and exhaust ductwork systems require
RIO2 - UL 300 wet chemical fire suppression systems.
This is to be provided by others under separate permit.
EXHAUST SYSTEM WEIGHTS
HOOD -1 EXHAUST HOOD
HOOD -2 EXHAUST HOOD
HOOD -3 EXHAUST HOOD
FAN -1 EXHAUST DUCTWORK
FAN -2 EXHAUST DUCTWORK
FAN -1 EXHAUST FAN
FAN -2 EXHAUST FAN
FAN -3 MAKE -UP AIR DUCTWORK
FAN -3 MAKE -UP AIR FAN
= 692 LBS.
279 LBS.
= 155 LBS.
= 588 LBS.
= 95 LBS.
594 LBS.
= 57 LBS.
= 420 LBS.
= 1,164 LBS.
TOTAL = 4,044 LBS.
THE SHOWN WEIGHT INCLUDE AN ESTIMATE OF
ACCESSORY COMPONENT WEIGHTS SUCH AS HANGING
HARDWARE, WALL MOUNTED, FIRE RATED PAD,
AND EXHAUST DUCT FIRE RATED INSULATION
SEPARATE PERMIT
REQUIRED FOR:
0 Mechanical
gif Electrical
Plumbing
Gas Pipin
City of Tukwila
l E3LIILDING DIVISION
yw
R --
No charm ' — ___.��
es shall be made to thr+ snoop
of work without prior a
Tukwila Building visional of
NOTE: Revisions will require a plan submittal
and may include additional plan review tees
FIE ram
Permit No.
Pl4 r review approval is subject to errors and mill
E,ppro a l of construction documents does not a
the viorlat on r! of any adopted CM' r ordinance. 11
of approve opy oy r, c; +` pions is ackrowt
•, ts�•iV
zt�aiE;f
By 0
De
C Tukwila
afiT�l a
B
DING DIVISION
TYPEAr
EXHAUST FAN
FAN -2
t
4' -0"
e r
DISH
WASHER
VICINITY PLAN
3vAbu
�r
2 :4 '
MINIMUM
SPECIAL INSPECTIONS I+OR
TYPE I HOOD & DUCT
(RE: IBC 1704.13 Special Cases)
Type I hood and ducts shall be inspected by a
special inspection agency. Grease duct and grease
hood test shall comply with 2006 IMC 506.3.3.1
Grease Duct Test per `'Washington State
Amendments, and IMC 507.7.1 Hood joints, seams
and penetrations for Type I hoods.
6"
MIN
SECTION / ELEVATION
?r. r i ? <<
4' -0"
3' -9"
ii_.
r
COOKLINE
EQUIPMENT
CLEAN -OUT
ACCESS
[ f
Ions. i� fC'44c � �
o �
CC RC y y .
r3 "•' 21304 fc €'. 0 2625041061, t .22504
1 r
PROJECT ADDRESS
17250 SOUTHCENTER PARKWAY, SUITE 132
TUKWILA, WA 98188 -3301
CONTACT: DUKE PHAM
TEL: (206) 769 -2012
k
t2 ]YYlfG Y
rr'f7 f:
v :
Not to Scale
4' -O"
4' -3°
COOKLINE
EQUIPMENT
F
MIN
6"
18"
V
Scale 3/8° =1' -0°
!3F- /.
•r4 sx 4°3/./ i •," k9 ? F : / " •te i Y7X q c/✓ F oW Q? We "io ZYi
e" {f1 fae 3 slv ?i be, °sY' ✓!/ : ✓fit 4. , yi �/f !/ %/f >� "r,. /1 /hfi l / ?�%
r/OW/a f :::? Y? Y3 dFY1'T /r'FfJ's4l // r/r Y F/? /Y1rr /r /r /tY hi
iirs*X i /.• - ?•".
:: ice .. n.ii Err T I JU.
'r' � ffr�`,rnf'.f rfr `/. i tr /, � r, .,/ r.. r/ �• �G.. .:FiS. Y 1�f.:::y„� ,r l YrI.:G,.
ryrr:� WIXO •.r .. , gsA /. :
/.......✓t .
rdrn.Y/ *An r /l!C r/r &;;O:.0
rHi i ri / SY ,J ri J
. fir.% Yr 7
5s'rr f r /:4.iri .t ifr /rr r•','s f r�rr r stI % /JIF a0;,1i0)A
/ f f Y 7 s ;; :y' ?.7//.i "/..r.:.KM:Rri ,;0 ki
tir/gil/f/7/ r'}u fig "y}i
r,: l ,4 %.d/,0,,. /p WA.
TWO HOUR FIRED
RATED DUCT WRAP
LANDLORD INFORMATION
WIG PROPERTIES LLC —SS
4811 134TH PLACE SE
BELLEVUE, WA 98006
CONTACT: LESHYA WIG
TEL: (425) 957 -4774
SLOPE
DUCTWORK
STAINLESS STEEL FLASHING
ON METAL STUD WALL
CONSTRUCTION
18"
s ¢h% : i . r Y, , .;W
V 'r.. s'.
AFFORDABLE
HOOD
INSTALLATIONS,
INC.
2963 1ST AVE S.
Seattle, WA
98134
206 -999 -5163
Contractor Lic.
AFFORHI951BS
DATE
TYPEI
EXHAUST FAN
FAN -1 40" MIN
Y
V
Ktv
CODE COMPLIANC
APPROVED
NO11470B
Of Tu ila
�i
DIVATLI
OCCUPANT
SHEET
lof2
2006 IMC 507.2.1.1 OPERATION.
Type I Hood systems shall be designed and
installed to automatically activate the exhaust fan
whenever cooking operations occur. The
activation of the exhaust fan shall occur through
an interlock with the cooking appliance, by means
of heat sensors or by means of other approved
methods.
508.1 MAKEUP AIR.
For mechanical makeup air systems, the exhaust
and makeup air systems shall be electrically
interlocked to insure that makeup air is provided
when ever the exhaust system is in operation.
Makeup air intake opening locations shall comply
with Sections 401.4 and 401.4.1.
r ti. rq ^� :: rr3G��f�' : 7i✓/!h7 ?. , ; * ,-.W
4in %.£'l'. Y6 ';rfr '•W rr . s.r .�i �4 /%%i'r/' /J?'r /r'r lam •:l !j.•'.9i Chi % sfC7rl 7•r *K0 W'/ yY!r/ !s' r f As j r 1f J �; F Y y�:O !y V u/i Y .. a e J / i.( r1,?: r. �F• �f,! tifrG, c;lrfi.s.'n2; A/ ii.:S3h;./ 1:f. F+.:£v.dc z i74 u'.! _ r'* ,ifi': F..,/rl; -. 7.`
? /fi:.•,? n/r
/ "6 3 Y/ �5�,<'Y ¢Y,3.'1f /rY /ff /sYrxri/i ' 'ir3'r/ 7 /r'. rl ir i/ s• r 1f7�% s 7€!:! %/ r7ia Yl / i ✓: !17x.' ,f;:.� ' 044 SS3i13 r :: ,iihf 'r'S', 7 Y O $ "/ Y! %; *.7` , % lr fr0 :4 /llrf h Yb$, !:0*% .? /,,, ; irk, if ms's . :0V 4 % 7 gf17 rr /S /ifd �/?v lYsP f lyre''` ' 'yy;. f r 1 ; R j' r1 : ?9 nE ED / p ,- Y �: T uKWILA r ! Y/�%•' }'//� F ': :N /�nf// "• r:..rr. .. r....J.:/rit /. i!%"f/r•C..: °b.. , S'! !✓ :Z ' Sc ,
/ ; ' ¢'i , /.i/ ff/i "
OCT 2 9 200th
CETER
SHEET INDEX
SHEET 1 VICINITY MAP, SITE PLAN, FLOOR PLAN VIEW, ELEVATION, AND SECTION
SHEET 2 CAPTIVE AIR HOOD AND FAN INFORMATION, AND SYSTEM WEIGHTS
WHAT THE PH0
17250 Sauthcenter Parkway
Suite 132
Tukwila, WA 98188
October 22, 2008
CONTRACTOR
DALE HAWKSWORTH
2
ETL LISTING DESCRIPTION BLOCK
MODEL
THE �CAPTI CAPTIVE AIRE MODEL
SND "' SND2 HAS BEEN E.T.L.
C C
TESTED, LISTED, AND
APPROVED TO EXHAUST
A MINIMUM OF 228 CFM PER
LINEAR FOOT
OVER 400 DEGREE COOKING
EQUIPMENT
MAX
COOKING
TEMP.
1/2" DIA.
CONNECTED
THROUGH
ANGLE
�1-
1 -1/2" II
ALL THREAD ROD
TO ROOF JOIST
ANOTHER HANGING
1/2 " +
7 ', f .II I I II IIIIIIIII I n k
a
1/2"
ONE
HANGING
v.
I „III
7t1 I III III
DIA. HEAVY DUTY NUT
ABOVE AND ONE DELOW
ANGLE
VIII / ,,,VIII ,
STEEL HANGING ANGLE
TOTAL
EXH. CFM
- - --
CAPTIVE -AIRE HOODS HAVE OPTIONAL CLEARANCE
RISE
LENG.
*ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR
HANGING ANGLE IS PRE PUNCHED AT FACTORY
HANGING ANGLE DETAIL
REDUCTION SYSTEMS AVAILABLE AS FOLLOWS:
RISER(S)
MATERIAL CLEARANCE REDUCTION SYSTEM
NON - COMBUSTIBLE NONE REQUIRED
LIMITED - COMBUSTIBLE 3" UNINSULATED STANDOFF
COMBUSTIULE 3" UNINSULArED STANDOFF
LENG,
1/2" DIA. ALL THREAD ROD
CONNECTED TO ROOF JOIST
THROUGH ANOTHER HANGING
ANGLE
_.-
1 / 2 " DIA. HEAVY DUTY NUT
ONE ABOVE AND ONE BELOW
HANGING ANGLE
1
CLEARANCE TO COMBUSTIBLES
*ROD AND NUTS TO BE SUPPLIED
HANGING ANGLE IS PRE PUNCHED
600 Deg
NY INSTALLING CONTRACTOR
AT FACTORY
INSTALLATION
1. ALL ELECTRICAL "FIELD" CONNECTIONS AND RELATED
INTERCONNECTIONS BY ELECTRICAL CONTRACTORS.
2. ALL PLUMBING "FIELD" CONNECTIONS AND RELATED
INTERCONNECTIONS BY PLUMBING CONTRACTORS.
3. HANGING BRACKETS LOCATED AND WELDED AS SHOWN ON
PLANS. ALL OTHER HANGER MATERIALS PROVIDED BY
INSTALLING CONTRACTORS.
4, ALL CONNECTIONS FROM CAPTIVE -AIRE DUCT PER
MECHANICAL CONTRACTORS'S PLANS.
5. COOKING EQUIPMENT TO SHUTOFF IN EVENT OF FIRE.
6. EXHAUST FANS TO TURN ON IN EVENT OF FIRE.
7. ALL LIGHTS FIXTURE SHOWN INSTALLED BY CAPTIVE -AIRE
ARE FACTORY PREWIRED. INTERCONNECTIONS BETWEEN
HOODS AND TO SWITCHES BY ELECTRICAL CONTRACTORS.
8. LAMPS FOR LIGHT FIXTURES BY INSTALLING CONTRACTORS.
9. SEISMIC RESTAINTS ARE RESPONSIBILITY OF
INSTALLING CONTRACTOR.
10. INSTALLING CONTRACTORS ASSUME ALL RELATED
REPONSIHILITY FOR VERIFICATION OF DIMENSIONAL
DATA CONTAINED ON THESE DOCUMENTS FOR
ACCURACY, INTEGRATION, AND ADMINISTRATION OF
CODE REQUIREMENTS IN EFFECT PRIOR TO ANY
RELEASE FOR PRODUCTION OF EQUIPMENT SHOWN.
BALANCE
2000
ND -2 HANGING ANGLE DETAIL
3600
10"
I�- LOCATIONS
ND2 HANGING !ANGING ANGLE (LOCATIONS
1200
0.149"
1
111
4.16
10"
4.16
2000
- 0.450"
10"
28"
0.149"
Field Cut
U. L. Listed Incandescent
�}
28"
1200
11. KITCHEN HOODS MUST BE BALANCED WITH KITCHEN.
12, KITCHEN SHALL BE NEGATIVE WITH RESPECT
TO DINING AREA.
13. RESTAURANT SHALL BE POSITIVE WITH RESPECT
TO AMBIENT PRESSURE.
ADDITIONAL
Light Fa
2
14. WRITTEN HOOD DIMENSIONS HAVE PRECEDENCE OVER SCALE.
15. SIGNED AND "APPROVED" COPIES OF THIS DOCUMENT
MUST BE RECEIVED BY THE FACTORY PRIOR TO
COMMENCEMENT OF FABRICATION -
CENERAL_ \0TES
1125
10"
- �- 2.25'
EXHAUST CFM = LENGTH OF HOOD X CFM /LIN.FT. (LOAD)
SUPPLY CFM = EXHAUST CFM X PERCENTAGE REQUIRED
TOTAL DUCT AREA= 144 X CFM
2,25 -
1013
. .
. . .
1013
- ' ' • •
7
2.75
.
3
4824
VHB -G
FPM( *)
'TOTAL DUCT AREA
DUCT -
700 Deg.
600
f .
10"
'
-�
- 0.075"
LENGTH=
DACT DEPTH
* VELOCITY I OF 1500-1800 0 FPM AND A VELOCITY OF 1000 FPM.
430 SS
Where Exposed
-- +! i�
�.
r �l
I
2.15
CALCU_ATIONS UTILIZED
CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH:
- - 5.00/_-
f
1
Ly--
1 5.00"- 1
NFPA X96 I.G.B.G 4416
* NSF * SBCCI PST Sc ESI NO. 93137
PSP HANGING ANGLE LOCATIONS
* B.O.C.A. }�93 -1 6 * ETL LISTED FILE 3054804 -001
U L LISTED E D LI G H T DETAIL
�-�-
�s 01),
# L55 -200 I0,
# L55- 2004 -CSA
\S r
L NSFW
NFPA
UL
C.S.A.
ETL. RATINGS (PER UL 710):
FILE # 3054804 -DO T
MAX.
TEMP.
MIN.
EXH.
CFM /FT
MAX.
MAU.
CFMIFT
LENGTH
RANGE
MAX.
LEN.
FOR 1
RISER
WIDTH
RANGE
WIDTH
INCR.
SIDE FRONT
OVERHANG OVERHANG
VERT,
CLEARANCE
(WITH
LIGHTS)
VERT.
CLEARANCE
(W /O
LIGHTS)
MODEL: ND & ND2 (WITH & W/O PSP)
400
DEG.
150
CFMIFT
-
3' -16'
16'
39" -78"
1"
6"
6"
33 " -48"
600
DEG.
200
CFM /FT
-
3' -16'
16'
39" -78"
1"
6"
6"
33 " -48"
--
APPROVED FILTER TYPES: ALUM. BAFFLE, SS BAFFLE, HE SS BAFFLE,
CAPTRATE (2 STAGE), AND HV CARTRIDGE
PERFORMANCE: ND &
\D2 (WITH & W/O PSP
MAX. AVG. COOKING
SURFACE TEMPERATURE
(DEG. F) I COOKING SURFACES
CONFIGURATION
MIN. EXHAUST
CFM /FT
SUGGESTED SUPPLY
CFM /FT. VIA FRONT
SUPPLY PLENUM
450 DEG.-OVENS, STEAMERS,
KETTLES, OPEN - BURNER RANGES
GRIDDLES, AND FRYERS
WALL HOOD
150
120
2 PIECE ISLAND BACK
TO BACK WALL HOODS
300
240
600 DEG.-GAS CHARBROILERS
ELECTRIC CHARBROILERS,
AND WOKS
WALL HOOD
200
160
2 PIECE ISLAND BACK
TO BACK WALL HOODS
400
320
* *SUPPLY CFM /FT CONSULT FACTORY REPRESENTIVE IF HIGHER VALUES ARE REQUIRED
MODEL: SND & SND2 (WITH & W/O PSP
400
DEG.
228
CFM /FT
-
3' -16'
16'
39" -78"
1"
6"
6"
36 " -47"
600
DEG.
294
CFM /FT
-
3' -16'
16'
39" -78"
1"
6'
6"
36 " -47"
--
APPROVED FILTER TYPES: ALUM. BAFFLE, SS BAFFLE, HE SS BAFFLE,
CAPTRATE (2 STAGE), AND HV CARTRIDGE
PERFORMANCE: SND & SND2 (WITH & W/O PSP)
MAX. AVG. COOKING
SURFACE TEMPERATURE
(DEG. F) / COOKING SURFACES
CONFIGURATION
MIN. EXHAUST
CFM/FT
SUGGESTED SUPPLY
CFMIFT. VIA FRONT
SUPPLY PLENUM
450 DEG.- OVENS, STEAMERS,
KETTLES, OPEN - BURNER RANGES
GRIDDLES, AND FRYERS
WALL HOOD
228
160
2 PIECE ISLAND BACK
TO BACK WALL HOODS
456
320
600 DEG :GAS CHARBROILERS
ELECTRIC CHARBROILERS,
AND WOKS
WALL HOOD
294
205
2 PIECE ISLAND BACK
TO BACK WALL HOODS
588
410
**SUPPLY CFM /FT CONSULT FACTORY REPRESENTIVE IF HIGHER VALUES ARE REQUIRED
HOOD
N0.
MODEL
LENGTH
MAX
COOKING
TEMP.
EXHAUST PLENUM
SUPPLY PLENUM
HOOD CONSTRUCTION
HOOD
WEIGHT
TOTAL
EXH. CFM
WEIGHT
RISE
LENG.
CFM
S.P.
TOTAL SUP.
CFM
RISER(S)
WIDTH
WIDTH
LENG,
CFM
S.P.
1
5424
ND -2 -PSP -F
16' 0.00"
600 Deg
4000
10"
19"
2000
- 0,450"
3600
10"
28"
1200
0.149"
430 SS
Were Exposed
692
LBS.
10"
19"
2000
- 0.450"
10"
28"
1200
0.149"
10"
28"
1200
0.149"
2
4824
ND 2 PSP F
5' 0.00"
600 Deg.
1125
10"
10"
1125
- 0.383"
1013
10"
24"
1013
0.126"
430 SS
Where Exposed
279
LBS.
3
4824
VHB -G
4' 0.00"
700 Deg.
600
10"
10"
600
- 0.075"
430 SS
Where Exposed
155
LBS.
FAN
FAN UNIT
CFM
S.P.
RPM
H.P.
0
VOLT
FLA
WEIGHT
UNIT NO.
MODEL#
FL 4
(LBS.)
1
CB24BIRM
5125
2.000
1009
5000
3
208
14.1
594
2
DU25FHA
600
0.850
1079
1.500
1
115
3.4
57
FAN
FAN UNIT
CFM
S.P.
RPM
H.P.
0
VOLT
FLA
WEIGHT
UNIT NO.
MODEL #
(LBS.)
3
A3D750G18
4613
1.000
732
3.000
3
208
9.5
1164
FAN
UNIT
NO.
BTU'S
TEMP. RISE
GAS TYPE
3
270909
55 deg F
Natural
54.0000
16,0000
3.0000
FAN MODEL
CB24B1
7
HOOD INFORMA 110
r
10.0000
Iran j
32.0000
RESTAURANT DUTY UTILITY SET DIMENSIONAL DATA
10.0000
U.L. Listed Incandescent Light Fixture
U
19.0000
28.0000 --I
VHB -G Series Specification
The VHB -G series heat/condensate hood is a single wall vent hood used in non - grease
applications for the removal of heat, vapor etc. Hood shall have the size, shape and
performance specified on the drawings.
Exhaust duct collar to be 4" high with 1" flanges. Duct sizes, CFM and static pressure
requirements shall be as shown on the drawings. Hood shall be recognized by NSF.
Construction shall be type 304 stainless steel with a #3 or #4 polish where exposed. Hood shall
have a full perimeter gutter with a 1/2" OD Bolt thread drain connection. Hood shall be wall or
island type with fully welded 10 gauge corner hanging angles. Corner hanging angles have a
.625 x 1.500 slot pre - punched at the factory, allowing hanging rods to be used for quick and 48.0000
safe installations. Hanging rod and connection is provided by and installed by others.
The hood manufacturer shall supply complete submittal drawings including hood section
views(s) and hood plan view(s). These drawings must be made available to the engineer,
architect and owner for their use in construction, operation and maintenance,
CBBI SERIES RESTAURANT DUTY UTILITY SET
PLAN VIEW - Hood #1
W
CLEAN OUT
DOOR
64.0000
V
10.0000
E
T
F
FF
28.0000
16' 0.00'INom. /16' 0.00 "OD
16' 0.00" LONG 5424ND -2 -PSP -F NOTE: Additional hanging angles provided for hoods longer than 12 ft.
4' 0.00 "Nam, /4' 0.00 "0D
PLAN VIEW - Hood #3
4' 0.00" LONG 4824VHB -G
5
P
8.0000
10.0030
64.00W
WEATHER COVER
STANDARD
FEATURES:
10.0000
19.0000
Field Cut
28.0000
- FULL AMCA CLASS 1 OPERATION
- VENTED MOTOR COVER FOR WEATHER PROTECTION
- UL762 LISTED FOR RESTAURANT DUTY
- UPBLAST DISCHARGE DIRECTS AIR AWAY FROM FLOOR
- CON TINUOUSLY WELDED HOUSING
- CLEANOUT DOOR WITH LATCHES PROVIDE EASY ACCESS I
WITHOUT TOOLS
- 2" GREASE DRAIN WILL NOT CLOG
- EMERGENCY DISCONNECT SWITCH
12.0000
48.0000
32.0000
AU
49 9/16
D
26 3/16
E
19 5/8
F
451 /16
G
277/8
H
39 15/16
K
261/8
0
25 7/8
P
23 3/16
S
16 1/2
T
21 15/16
V
21/4
SHAFT
DIA,
13116
APPROX
SHIPPING
(LBS)
380
HH
10
W
6
FF
48
r1 ° n 6.0000
9.5000
5' 0.00 "Nom. /5' 0,00 "OD
24.0000
F - 10.0000_
U.L. Listed Incandescent Light Fixture
10.0
31.5000
FEATURES:
- RESTAURANT MODEL
- UL762 - UL705
- WEATHERPROOF DISCONNECT
- THERMAL OVERLOAD PROTECTION (SINGLE PHASE)
- HIGH HEAT OPERATION 300 °F (149 ° C)
- GREASE CLASSIFICATION TESTING
NORMAL TEMPERATURE TEST
EXHAUST FAN MUST OPERATE CONTINUOUSLY
WHILE EXHAUSTING AIR AT 300 °F (149 °C)
UNTIL ALL FAN PARTS HAVE REACHED
THERMAL EQUILIBRIUM, AND WITHOUT ANY
DETERIORATING EFFECTS TO THE FAN WHICH
WOULD CAUSE UNSAFE OPERATION.
ABNORMAL FLARE -UP TEST
EXHAUST FAN MUST OPERATE CONTINUOUSLY
WHILE EXHAUSTING BURNING GREASE VAPORS
AT 600 ° F (316 °C) FORA PERIOD OF
15 MINUTES WITHOUT THE FAN BECOMING
DAMAGED TO ANY EXTENT THAT COULD CAUSE
AN UNSAFE CONDITION,
3.0000
zzAt, z zzzrmz riv
3 0000
PLAN VIEW - Hood #2 5' 0.00" LONG 4824ND -2 -PSP -F
EXUA US'T FAN INFORMATION
MAKE - UP AIR FAN INFORMATION
GAS' FIRED MAKE -UP AIR UNIT
TYPICAL CAPTIVE AIRE VENTILATED
EQUIPMENT CURB WITH BOLT ON HINGE
ASSEMBLY TO EXHAUST FAN BASE
CONFIGURATION MAY VARY TO
ACCOMMODATE PROJECT
CONDITIONS
25 25"
6" U.L. CLASSIFIED
BAFFLE -TYPE
GREASE FILTERS
EQUIPMENT
BY OTHERS
25,5"
12.125"
17.5"
21"
EXHAUST RISER
4"
GREASE DRAIN
WITH REMOVABLE CUP
48" & 54"
SUPPLY RISER WITH
VOLUME DAMPER
SECTION VIEW - MODEL 4€ 24 ?c 5424 -ND -2 'w'cth, PSP Accessory
100W VAPORPROOF
INCANDESCENT LIGHT
18.5"
23.5% OPEN
STAINLESS STEEL
PERFORATED PANEL
33" MIN
48" MAX
- 2.75"
Modular Direct -Fired Heater (Fan #2 A3- D.750 -G18)
- (Model #: EC -0 A3DF) Evaporative Cooler for Size # 3 Modular Heater. 40.75" Wide x 72.313" Long x 43.375" High. Includes adjustable legs and screened intake.
- (Model #: A3- D.750 -G18) Direct Gas Fired Heated Make Up Air Unit with 18" Blower and 18" Burner.
- Down Discharge - Air Flow Right -> Left
22"
41.375"
10.375'
6.5
5 25"
43.375"
24" NOM
75" - 84"
CURB OUTER
WALL
BLOWER/
MOTOR
ACCESS
DOOR
AFFORDABLE
HOOD
INSTALLATIONS,
INC.
2963 1ST AVE S.
Seattle, WA
98134
206 -999 -5163
Contractor Lic. k
AFFOREII951BS
ND -2 Series with PSP Accessory Specification
The ND -2 series hood with PSP accessory is a compensating canopy hood system rated for all
types of cooking equipment. The hood shall have the size, shape and performance specified on
drawings.
Construction shall be type 430 stainless steel with a #3 or 44 polish where exposed. Individual
component construction shall be determined by the manufacturer, ETL, and NSF. Construction
shall be dependent on the structural application to minimize distortion and other defects. All
seams, joints and penetrations of the hood enclosure to the lower outermost perimeter that directs
and captures grease -laden vapor and exhaust gases shall have a liquid -tight continuous external
weld in accordance with NFPA 96. Hood shall be wall type with fully welded 10 gauge corner
hanging angles. Corner hanging angles have a .625 x 1.500 slot pre- punched at the factory,
allowing hanging rods to be used for quick and safe installations. Hanging rod and connect is
provided by and installed by others.
Ventilator shall be furnished with U.L. classified aluminum baffle filters, supplied in size and
quantity as required by ventilator. The filters shall extend the full length of the hood and the filler
panels shall not be more than 6" in width.
The hood manufacturer shall supply complete computer generated submittal drawings including
hood section view(s) and hood plan view(s). These drawings must be available to the engineer,
architect and owner for their use in construction, operation and maintenance.
Exhaust duct collar to be 4" high with 1" flange. Duct sizes, CFM and static pressure requirements
shall be as shown on drawings. Static pressure requirements shall be precise and accurate; air
velocity and volume information shall be accurate within 1 -ft increments along the length of the
ventilator.
U.L. incandescent light fixtures and globes shall be installed and pre -wired to ajunction box. The
light fixtures shall be installed with a maximum of 4'0" spacing on center and allow up to a 100 watt
standard light bulb.
The hood shall have:- A double wall insulated front to eliminate condensation and increase rigidity.
The insulation shall have a flexural modulus of 475 El, meet UL 181 requirements and be in
accordance with NFPA 90A and 90B.
- An integral front baffle to direct grease laden vapors toward the exhaust filter bank.
- A built -in wiring chase provided for outlets and electrical controls on the hood face and shall not
penetrate the capture area or require an external chaseway.
- Low velocity make -up air (up to 90 %) provided through front and side plenums (PSP accessory).
- A removable grease cup for easy cleaning.
The hood shall be ETL Listed as "Exhaust Hood Without Exhaust Damper", NSF Listed and built in
accordance with NFPA 96. The hood shall be listed for 450 °F cooking surfaces at 150 CFM /ft,
600 ° F cooking surfaces at 200 CFM /ft, and 700 °F cooking surfaces at 250 CFM /ft.
7
ROOF OPENING 2" SMALLER THEN CURB DIMENSION
84
81.375"
NI 0 a:259
Ktv C COMPLIANCE
OMPLII NCE
APPROVED
NOV 14 20011
City Of Tukwila
BI ILDING IISIOM
19"
- DISCHARGE
OPENING
FLEX CONDUIT
FOR FIELD
WIRING
- SERVICE
DISCONNECT
SWITCH
OCCUPANT
DATE
125.5"
1"
DIRECT FIRED
MODULE
77.6875"
01/2 IN "
NPT WATER
CONNECTION
� LIFTING LUGS
4 PLACES
FILTER/
CONTROL
ACCESS
DOOR
20 IN HIGH
EQUIPMENT
CURB
SHEET 2 of 2
7.
Ye-
125 "-f
CONTRACTOR
DALE HAWKSWORTH
4.
2
RECEIVED
MTV OP TUKWILA
OCT 29200:'
® P 4 ,11`I CENTEIR
air ar - ,_
®
NORTHWEST REGIONAL OFFICE www.caplivaaira.com
2804 GRAND AVE. SUITE 303 EVERET WA. 98201 PH: (888 )-338 -5225 FAX: (425).212 -5998 EMAIL: reg85@captiveaire.com
WHAT THE PHO
17250 Southcenter Parkway
Suite132
Tukwila, WA 98188
October 22, 2008