HomeMy WebLinkAboutPermit M05-020 - KELLY GOODWIN HARDWOODSKELLY- GOODWIN
HARDWOODS
350 TRECK DR
MO5-020
Parcel No.: 0223400045
Address: 350 TRECK DR TUKW
Suite No:
Tenant:
Name:
Address:
Owner:
Name:
Address:
Contact Person:
Name:
Address: 7649 S 180 ST, KENT WA
Value of Mechanical: $8,500.00
Type of Fire Protection: N/A
doe: IMC- Permit
Th
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: ci.tukwila.wa.us
KELLY - GOODWIN HARDWOODS
350 TRECK DR, TUKWILA, WA
PANKRATZ FOREST INDUSTRIES INC
P 0 BOX 58388, TUKWILA WA
MARK SMELTZER
Contractor:
Name: PERFORMANCE HEATING
Address: 7649 S 180 ST, KENT WA
Contractor License No: PERFOHA15ORT
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.... 1
Air Handling Unit <10,000 CFM 0
>10,000 CFM 0
Evaporator Cooler 0
Ventilation Fan connected to single duct 0
Ventilation System 0
Hood and Duct 0
Incinerator: Domestic 0
Commercial /Industrial 0
MECHANICAL PERMIT
DESCRIPTION OF WORK:
INSTALLING NEW 7.5 TON ROOFTOP GAS PACKAGE A.C. UNIT TO REPLACE EXISTING FAILED
UNIT. SAME CAPACITY, DAME LOCATION, NEW UNIT IN EXCESS OF 400 LBS.
EQUIPMENT TYPE AND QUANTITY
* *continued on next page **
M05 -020
Permit Number:
Issue Date:
Permit Expires On:
Phone:
Phone: 425 251 -0356
Phone: 425 251 -0356
Expiration Date :04/29/2005
Steven Al. Mullet, Mayor
Steve Lancaster, Director
M05 -020
02/24/2005
08/23/2005
Fees Collected: $258.05
International Mechanical Code Edition: 2003
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
Printed: 02 -24 -2005
Permit Center Authorized Signature:
dot: IMC- Permit
City oi Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tukivila.wa.us
Steven M. Mullet, Mayor
Steve Lancaster, Director
Permit Number: M05 -020
Issue Date: 02/24/2005
Permit Expires On: 08/23/2005
Date:
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating construction or the perfor an w ff rk. I am authorized to sign and obtain this mechanical permit.
g
Si nature: ' i �(G � Date: 2 —_4.- 5
Print Name: /" k r k Sme(r
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.
M05 -020
Printed: 02 -24 -2005
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 0223400045 Permit Number: M05-020
Address: 350 TRECK DR TUKW Status: ISSUED
Suite No: Applied Date: 02/15/2005
Tenant: KELLY - GOODWIN HARDWOODS Issue Date: 02/24/2005
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: Readily accessible access to roof mounted equipment is required.
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 Department of
Public Health - Seattle and King County (206/296- 4932).
8: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
of Labor and Industries (206/248- 6630).
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: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be
equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the
air - moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors
shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the
manufacturer's installation instructions. (IMC 606.1, 606.2.1)
13: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned
in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051)
14: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051)
doc: Conditions
M05 -020
Printed: 02 -24 -2005
�
c)4 Cit Y of Tukwila
15: Local U.L. central station supervision is required. (City Ordinance #2051)
16: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051)
17: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
18: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
description of intended use.
19: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
20: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Conditions
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
* *continued on next page **
M05 -020
Printed: 02 -24 -2005
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any
regulating construction or the performance of work.
Signature:
Print Name:
doc: Conditions
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
9/,144-
A a./-k-
M05 -020
of law and ordinances
other work or local laws
Date: C ' r o'c
Printed: 02 -24 -2005
v
•
W } O: •
•
N �
z Cy
1— 0 ::
z i—;
W W'
M o;.
O Ni
W W,
O, tEt . Z:
U co ,
O ,
z
Site Address:
Tenant Name:
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
CONTACT PERSON
Company Name:
Company Name: PA
Mailing Address;
Contact Person:
E -Mail Address:
\applications 'itermit application (7.2004)
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
3 50 7rcek prt ve.
Mailing Address: PO • boSe. FR 3 88
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
AAA? 4-err
Cittly om.4Itctefz-tle. z
Page I
Building Permit No.
Mechanical Permit No. /Q7405
Public Works Permit No.
Project No.
(For office use only)
King Co Assessor's Tax No.: 02231'0OO 5
Suite Number: l Floor: i tOOT
New Tenant: ❑ Yes lE :.No
Property Owners Name: Peinkfct f z ,reT `! '45 /7 , 25
ruCW i (c, lek 98138
City State Zip
Name: /Lark cSs/f2er ,j // L
Mailing Address: /6 49 9 9 . t180` 1 • /' . w 'so 32,
/ City / State Zip
E-Mail Address: r'KC�per7O `t Fax Number: IQ? ' �lj f
Day Telephone: I ' PZ5 ( 66
GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page)
Mailing Address:
City
State
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
State
Zip
Zip
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Company Name: 11Cl& Rule I/1eeJ -!t4 tOor>
AA � 4`�'�'le- Wk 9810
Mailing Address: /932- '�f ✓"�� ?�1( . , $N.(`�"e S v 9 5'e
City State Zip
Day Telephone: r ,7 0 6 . 12-8 ' 4Md
Fax Number: Ace. • 12S -7 043
Unit Type:
Qty
Unit Type:
Qty
Unit Type:
Qty
Boiler /Compressor:
Qty
Furnace <100K BTU
Air Handling Unit >10,000
CFM
Fire Damper
0 -3 HP /100,000 BTU
Furnace >100K BTU
EvaporatorCooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan
Thermostat
15 -30 HP /1,000,000 BTU
Suspended /Wall /Floor
Mounted Heater
Ventilation System
Wood /Gas Stove
30 -50 1 -1P /1,750,000 BTU
Appliance Vent
Hood
Water Heater
50+ HP/I,750,000 BTU
HeaURefrig /Cooling
System
Incinerator - Domestic
Emergency
Generator
Air Handling Unit
<10,000 CFM
<10,000
Other Mechanical
Equipment
t
MECHANICAL PERMIT INFORMATION— 206 -431 -3670
MECHANICAL
Company Name:
Mailing Address:
Contact Person:
E-Mail Address:
CONTR CTOR INFORMATION I, . ^
�ea'- iotrW�c�vl ce A r-
7649 5. (Pei) 54,
J
iUark' 5' l fgpo-
r , cehe - k1 .
Contractor Registration Number: ?'O ff7t 5oA
Expiration Date: T' a9 '
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
Valuation of Project (contractor's bid price): $ 8 50c) 4).7 /'�
Scope of Work (please provide detailed information): /15'u // "I eW � 1. 5 - P7 /ODI/71p y Q S -
F acia.9e • wit f o rep! ere ex-154 rl.4 4i t (e uvt j Scorer)
Ca fc(e dh , Set e, to c A- nv‘ . Neu Win f eXce55 0-f lex Ms.
Use: Residential: New ❑ Replacement ❑
Commercial: New ❑ Replacement
Fuel Type: Electric ❑ Gas Other:
Indicate type of mechanical work being installed and the quantity below:
PERMIT APPLICATION NOTES — Applicable to a I permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applint as
defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTf-i7ED4E2 e
Signature:
Print Name:
Mailing Address:
Date Application Accepted:
tap plications`permit application (7.2004)
(ark S e1 t-ze•--
7 6 4 9 s . 1 8 0 1 ± 0 4 .
Page 4
Co Q E0rtt
City State Zip
Day Telephone: 1?9 • ' 0 3 6
Fax Number: -2...G 7--S0
Day Telephone:
K�02
City
Date: /
4.5 .A5( o 3 5 6
W4 - 98032-
State Zip
"Eo32-
Date Application Expires:
Staff Initials: S I
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 0223400045 Permit Number: M05-020 U
Address: 350 TRECK DR TUKW Status: PENDING co Suite No: Applied Date: 02/15/2005 co w
Applicant: KELLY - GOODWIN HARDWOODS Issue Date: 9
W 0 .
Receipt No.: R05 -00226 Payment Amount: 258.05 g Q
co Initials: SKS Payment Date: 02/15/2005 03:33 PM u i
User ID: 1165 Balance: $0.00 ! z
W
Payee: PERFORMANCE HEATING & AIR CONDITIONING o
a l-'
w w,
TRANSACTION LIST: v;
Type Method Description Amount LL
O
Payment Check 20016 258.05 tjj
i V N
z
ACCOUNT ITEM LIST:
Description
doc: Receipt
MECHANICAL - NONRES
PLAN CHECK - NONRES
Account Code Current Pmts
000/322.100 212.44
000/345.830 45.61
Total: 258.05
9949 02/16 9710 TOTAL 258.05
Printed: 02 -15 -2005
Pr� it
wfn
Type of Inspe ion:
Address:
. J «((
k_ Di.
Date Date Called:
Ala o
Special Instructions:
- ` V �
t
� ‘� O(3
Date Wanted: g13 5-
m.
Requester: `t
1
i 1 J
Phone No:
(2.06e 551 - Zo i b
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
proved per applicable codes.
COMMENTS:
Inspelor:
.00 REINSPECTION EE REQUIRE ' . Prior to inspection, fee must be
id at 6300 Southcente Blvd., Suite 100. Call to sechedule reinspection.
elpt No.:
4
INSPECTION RECORD
Retain a copy with permit
Corrections required prior to approval.
Date:
'Date:
ffrICE - OW
Pr a t: ((/f
1l ��i'i(l/l�
of Insp ction: <<//
T �� -1(
0
Ad rresss:
Date Called: �j
U �� �� s
Sp�ci�l Instruct ons:Pck
Date Wanted:
a
Requeste
Ph (
j 5 3 J - ?
/()
INSPECTION RECORD /�j
Retain a copy with permit /" ` 0 -: 0 �
�
INSPECTION NO. PERM!
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
VI Approved per applicable codes.
06 431 -3670
Corrections required prior to approval.
COMMENTS:
i 44/1.4.7 ran J 3 O j
.00 REINSPECTION P E REQUIRED. or to inspection, fee must be
d at 6300 Southcente Blvd., Suite 1 Call to sechedule reinspection.
ipt No.: 'Date: •
P oJec :
OA
I
■ I
Ty.e of Inspection: , ,
I t At I/ 4a..t
tc
Address: D
(
Date Called:
/ DS.
Special Instructio
p i ` p?
Z ��c O
Date Wanted:
�
a,�
m
Requester:
`
190)
,-S/ -- aO /O
.,
INSPECTION RECORD
Retain a copy with permit
INSPE ' ION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
06)431 -3670
COMMENTS:
Inspe • r. 1Date - 3 S
8.00 REINSPtCTION Ff REQUIRE D Prior to inspection, fee must be
00
aid at 6300 Southcenter lvd., Suite, . Call to sechedule reinspection.
eceipt No.: 'Date:
Approved per applicable codes.
El Corrections required prior to approval:
Ptoje ct:_, i
‘
L4 r J (-1 ei (A bt.ii)
'Typ Inspectipn:
\ , £ 1.-1-1
■
Address
2 ,CD irk 11.4 •
Date Calle
*s'i.a.i t)c
Special Instructions:
at.-(90
Date Want edl
( 1o5
a.m.
rtm.
Requester
(42ArL/
Phorr ' /
INSPE NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88
Ej Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
r/4 o
44 •
PER 0
/ ./
(206)431-3670
Corrections required prior to approval.
COMMENTS:
or:
4/1Ag,
ruL
$ 8.00 REINSPEC ION FE REQUIRED. Prior
aid at 6300 Southcenter B vd., Suite 100. Ca
elpt No.:
Date:
b inspection, fee must be
to sechedute reinspection.
'Date:
Pr ect:
axAliJin
Type f Inspection:
A dress:
Sn rccc
Date C�tfed:
gi
S
cial Instructions:
r '0
/j) 2 -!
Date Wanted �' (%s
a.m.
("1:111-1'
Requester:
omsg-1_220 /0
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
COMMENTS:
pt No.:
INSPECTION RECORD
Retain a copy with permit
,A..JG4.r
'Date:
PERM
(206)43) -3670
Approved per applicable codes. E1 Corrections required prior to approval.
Date: ®
Cam r Q�
.00 REINSPECTION F REQUIRED. Priof to inspection, fee must be
id at 6300 Southcenter : vd., Suite 100. to sechedule reinspection.
Pr ct:
■
Type
i' Inspection:
A dress
reCIC I )4 '
Date Called: (J
? X 403
Special Instructions:
6 { c_ € ,," 7
r
Date Wanted: „
1 /
Requester: --23
, hone z;:
) X51 x 0/0
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
0
PERI „
0
(206)431 -3670
Approved per applicable codes.
COMMENTS:
t required prior to approval.
.00 REINSPECTION FE REQUIRED. Priofto inspection, fee must be
aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
elpt No.: 'Date:
Date:
City of Tukwila
Fire Department
rojectName /fie y
Address -co f r e 0 r
Retain current inspection schedule
Needs shift inspection
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Authorized Signature
Final Approval Frm
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
-,% FPO
J% /
Rev. 5/2/03
Permit No. MOT
03 - F - o L ice
Date
Suite #
S)-3
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439
sliderule
tnginrrring wor*r, Nf
Project Engineer:
Contact:
Design Criteria:
Loads:
n
Mechanical Equipment for Kelly- Goodwin Hardwoods
350 Treck Drive
Tukwila, Washington 98188
2005.3002.00
Andrew L. Herrick, P.E.
Sliderule Engineering Worka
1932 First Avenue Suite 809
Seattle, Washington 98101
(206) 728 -4844
Mark Smeltzer
Performance Heating and Air Conditioning
7649 South 180 Street
Kent, Washington 98032
(425) 251 -0356
2003 International Building Code
Dead Load: 10 psf
Live Load: 25 psf (snow)
TRANE YSC090A3 *H: 866 pound unit (max)
Seismic D -2, Ip = 1.0 Rp = 2.5 ap = 1.0
COpr
Permit No.
RE E COMPL� LA
CODE
FEB Aroripm
2 3 'l005
at t
OWING DIN1§1.01\1
Lateral: New equipment does not have significant impact to the building's lateral capacity to
resist wind or seismic forces.
Use: All metal members and connectors shall be galvanized.
All screws, nails, and /or bolts shall be galvanized.
Install HVAC and ducts per manufacturer's specification. O' _
4x and 6x Lumber HF #2 KD Fb =1000 psi (min), E= 1,600,000 psi (min).
Trustoist LVL members Fv =285 psi (min), Fb =2,600 psi (min), E= 1,900,000 psi (min).��f�
a 20 05
mifire
Calculations are for TRANE
YSC090A3 *H no other portion
of the Tenant Improvement or
Structure.
1932 first avenue, suite 809 seattle, washington 98101 -2498 t = 206 + 728 + 4844 j = 206 + 728 + 7643 w' = sliderule.biz
• 11-"A1-1 E ° A3
4 41-Fs. y 2 S G1 S Cac l)
`7 %'19
- r 4-o slC:c (4X t-t- +)
y ;" t„-- 1--
G71�6 Z, 4 - 1 11-
o
(4) W4 1 r sours -tv
�t
44.= I' "2
Z51
•
f
-
M
c / ale � - -•t� -�
-rule
engineering works, !!r
tT ,,II
Z- D k T
473 ePuert— "7tZk-
r1 I . -4 11 `tic (4
l•ti
7 347
o
I Z13
1932 first avenue, suite 809
r = 206 + 728 + 4844 f() = 206 + 728 + 7643 w = sliderule.biz
V__
- 17'' -
�1 ✓- ACAr � 611. L21 �'LS
`I Yls - vwr r czSG 6A11..,_
vv"w""v \Den.4,1 i-ce(
)( ( .vtt i
20
(Z-
4 e- 5 ‘'° 1‘
4 < e )
seattle, washington
98101 -2498 what: \"
when: 2(» !Pc,
2
o lL RECEIVED
--- .CITY OF TUKWILA
FHB 1 5 2005
PERMIT CENTER
page:
who:
t
8 •o 1I
4
z
W
-J
0 0
y
LU
W O
u-?
u)
Z
I- O
z I-
0
ON
0H
W
H
0
17-," H
z
// -tDZGE 4
4y_tz.-
E4v.6, e 4x1 @ 1
ems► w10 kg
e b/
614 -rel-P tM f tt-
sLlt
v �
I1 11
loy�4 -
7'05 r i � 1 v l(41
engineering works, lie
1932 first avenue, suite 809 seattle, washington 98101-2498
r = 206 + 728 + 4844 J 206 + 728 + 7643 r,1= sliderule.biz
6( at: j Z ,,..7
d D \► CO t ttA4'v,. •
RECp
C11y OF ruovu
FEB 1 5 2005
PEAMr
CENT
what: - Cl ' who: A
when: �i L page:
0
•
AVErrhaeuter Rusin•
TJ - Beam(TM) 0.10 Serial Number: 7003008031
User: 2 2/15/2005 11:26:51 AM
Page 1 Engine Version: 1.10.3
Member Slope: St12 Roof Slope0M2
AN dimensions are horizontal.
LOADS:
Analysis Is for a Drop Beam Member. Tributary Load Width: 8'
Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 10.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Point(Ibs) Roof(1.25) 0 1 13' -
SUPPORTS:
Input Bearing
Width Length
1 Stud wall 3.50" 3.50"
2 Stud wall 3.50" 3.50"
DESIGN CONTROLS:
Maximum
-2469
12140
Shear (lbs)
Moment (Ft -Lbs)
Live Load Defl (in)
Total Load Defl (in)
PROJECT INFORMATION:
Kelly- Goodwin Hardwoods
G
Vertical Reactions (Ibs)
Live/Dead/Uplift/Total
1600 /911/0/2511
1600/911/0/2511
Design Control Control
-2160 3671 Passed (59 %)
12140 10668 Failed (114 %)
0.467 0.656 Passed (L/505)
0.733 0.983 Passed (U322)
- Deflection Criteria: STANDARD(LL:U360,TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 0 o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing Is required to achieve member stability.
-The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase.
- Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will
be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-Solid sawn lumber analysis Is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and
assumptions about this analysis are available through the software's On -line Help. Trus Joist does not warrant the analysis nor the performance of
solid sawn lumber materials.
- Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above.
Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business
existing 4x14 wood purlin
3 1/2" x 13 1/4" 1.7E Solid Sawn Douglas Fir #1
MEMBER IS INSUFFICIENT DUE TO LOAD
Detail Other
By Others None
By Others None
Location
Rt. end Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
20'
Product Diagram is Conceptual.
OPERATOR INFORMATION:
El
C CE
ruinviLA
FEB 1 5 2005
P ERM1rc EN . EA
Z
cc 1
U 0
to
W =
LL
W 0
:
N D.
CJ.
I- 0
• W
p
.0 .
;0 N
W W:
O
W Z
H ='
0 H:
Z
Wei
A NYkyerhaeuser Business
TJ- Beam(TM) 6.10 Serial Number: 7003009031
User: 2 2/15/2005 11:27:46 AM
Page 1 Engine Version: 1.10.3
Member Slope:1M2 Roof Slope0M2
AN dimensions are horizontal.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width: 8'
Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 10.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Point(Ibs) Roof(1.25) 0 143 13' -
SUPPORTS:
Input
Width
1 Stud wall 3.50"
2 Stud wall 3.50"
Bearing
Length
3.50"
3.50"
DESIGN CONTROLS:
Maximum
-2562
12630
Shear (Ibs)
Moment (Ft -Lbs)
Live Load Defl (in)
Total Load Defl (in)
0
Copyright ° 2003 by True Joist, a Weyerhaeuser Business
existing 4x14 wood purlin w/ corner 'A' HVAC
3 1/2" x 13 1/4" 1.7E Solid Sawn Douglas Fir #1
MEMBER IS INSUFFICIENT DUE TO LOAD
I
I 2
1 20' 1
Product Diagram is Conceptual.
Vertical Reactions (Ibs) Detail Other
Live/Dead/Uplift/Total
1600 /960 / 0 /2560
1600 /1004/0/2604
Design Control
-2253 3671
12630 10668
0.467 0.656
0.762 0.983
Control
Passed (61 %)
Failed (118 %)
Passed (L/505)
Passed (U310)
By Others None
By Others None
4
Location
Rt. end Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
- Deflection Criteria: STANDARD(LL:U360,TL:L/240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 0 o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
-The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase.
- Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will
be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and
assumptions about this analysis are available through the software's On -line Help. Trus Joist does not warrant the analysis nor the performance of
solid sawn lumber materials.
- Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above.
PROJECT INFORMATION: OPERATOR INFORMATION:
Kelly- Goodwin Hardwoods
op ru,
FEB 1 5 2005
PERMIr CENTER
TRANE YSC090A3 *H
2003 International Building Code (Section 1621.1)
Mechanical Systems
Section 9.6.1.3 of ASCE 7 -02
Site Class = D
S = 1.25
S = 0.40
Rp = 2.5
a = 1.0
z /h= 1.0
Ip = 1.00
base length =
curb height =
equip height =
Fp = 0.40 Wp
W p = 866
Fp = 346.4 lbs
53 in
8 in
40 in
M of = 808.27 ft-lbs
figure 1615 (1)
figure 1615 (2)
ASCE 7 -02 table 9.6.3.2
ASCE 7 -02 table 9.6.3.2
equip ht / bldg ht
hazardous matl Ip =1.5
M r = 1721.2 ft-lbs
reduce DL by 0.9
Uplift = no uplift
no W/D caic req'd
F =
F =
SMS =
SM1 =
SDS =
SD1 =
Seismic Forces (ASCE 7 -02 9.6.1.3) Fp =
Fp max =
1.0
1.6
1.25
0.64
0.83
0.43
table 1615.1.2(1)
table 1615.1.2(2)
equation 16 -38
equation 16 -39
equation 16 -40
equation 16 -41
0.40 equation 9.6.1.3 -1 governs
1.33 equation 9.6.1.3 -2
Fp min = 0.25 equation 9.6.1.3 -3
Fp = 0.40 Wp
equipment
curb
base length
equip height
A curb height
crr% gcit/V D
PEE' 1 5 2005
P ERMIT carrell
Feb op 05 12:28p
•
Jan 10 03 10:18a
. ..... •• •■•••,.. • ••••• • 1•• •• ,•:*••• • . ••••• . • , , ...r.,,•••••)•••••:,•••••• ••• • •
• • •
, • • • 4
• •••• • ,t• • ••
. • ••.
•1 NQI114;••• • 4' • ." ..•
r* " • • - • _.1. .‹ . .
••• I •• ' : ' ,..„ • • • ' t, 1
• ■ .
r
• ' ..." • — !
• "'+'
; •• ';i•:!: —10 I. • 1.4 .
f
.4. 1 ;0 0 .• • 0.••••• •••
'1 44:" .• —4 I
• • 1. •
• • .
••: ; .
4L-t;EFEZ
41-Igelt§r,.
1; Hem ,Lti
7, 1 17 1 7 a Ft - 114
4sW'r f or manc 4 I?t i n
14P q 1
Pe. . ormende Heat Lnc
• 1'
(425) 251-0280
"-
(42: 251-0280
.$ • •.
1 3 '"'• •
r ••• .. •
P 5
r • 2
• • •-r mow* ofilt-mnol
1,.i ••
. 1 • .• • ••.. . ••.,‘ .••••
• • • f. • " "-, f •
" I ••••• • •
14 ‘11••• - - .1 :4. .7 .. • N. , .•
• l•-• • 11 '1;
. ... •
• .•.. . n .• • .....•. :
-: .... ' . ' •'.. ."'•••.... ' ;',.r.
- --4.-■•••••••• ll'''.1::',":..1"`i:;71.-4N•177"5"-r
'". • " ' :•).. , '...; -4. 1,,, . ,.. .,
..., - ... :
•; ' l'%:, ' • '7"
.... 1.; „ • ..,.,.::.: : 1;.4t.:::,
.....' "•,, 1.
. --.,........ i- r .
...i...' 4 0 : ' ,, .. ........,,.. •••
• .,-. r •••••‘ .; '''''. . ''''' I ..... ...'.,!
..:.,...K., ,..,..:4.•...„.• .• .
'... " . .....:.• ....,,.. t•-. .
. .. . sfr ,. .....,..
..e .... •,.
... ._
... T...
." • • ' ; • • . • .. •
• .••• ••■ ;••"
. • • • • •
• * **** < ; • •
• • • • • :**'• • •
G.L1 14-1A4- aHir
e EA
t211-L
04
OPro
FEB 1 5 2005
P ERmirc eivrei
•
•
<
Z
tt 2
• 0
co 0
U) UJ
L _ L J I
co u.
uj 0
g
u. <
Z
i-0
Z
ui
2
• 0
0 D.
H .
tu u ,
• 0
u.
z
0
Feb G8 05 12:20p Performance Heating
• Jan 10 03 10:19a
74
•
Ail dimensions are in inches/millimeters.
616n Slandard and Nth Mr.'fein y
714 Ton Standard Efficiency
JAN -10-2003 10;E18
1N, "'TAM=
Pt ormance Heating
Dimensicunal
Data
ALTERNATE CQNOGN5AT! DRNN
CONNECTION W4. 14 NPT DLL NOIE
•�\ \� 761 MIA f
is ., 1E16
t201
• 714 Ton High Etlbcienry
8f4 and 10Ton Standard end High Efficiency
MI
Evan: MAMA SECTIDN
ACCe0S eon
WV NPT OAS CONNECTION
100 nth IVO 460;
314 NPT GAS CONNECTION
(I O 14 41 , , 14 41 , , Coo NM 230 nbo5
1 N W
K /EM1R!! COraENNTE 1y11N
p
cuNSCTIL11 2N • II NPT MILMIA �.
•
113 14 NAT O4t COMRC11MN
(5t mah 1E5 n•/VI
•M T OAS CONNtr111W
(133 314 20, ryh IM �••N
1 � 1
I'
It we
701 5 •
•
5251 Y �.•� .
/
425 251 E280
CONT SO. AND COMPRESSOR
ACC3 ;6 11EL
Cc 11Th: L AA110 COMP/1E06os
42 :34 R PAWL
(425) 251 -0280
(4. 251 -0280
[ jl�ftlJ1+ V �Y•e 1: '
� 11Y �t
1.
,--TOP PANEL
M14
43
1341*4
111134143731 7 -To• *NIL
■
95%
CONDENSED FAN
1100
p•4
CONDENSER COIL
UNIT CONTROL WIRE
7A• OINK OK HOLE
SERVICE O4IJ3M PORT ACCESS
1 15!" 435341} DA HOLE
win. POWER WIRE
I NV (75MM b1A. HOLE
---- CONDENSER COIL
`IJIn CL131N1r_ WIRE
>'.' (Mho OA. HD(1
sum= 033013 PORTAOCEUE
1 aAl• (xMNR OIA.I Iq,E
31K71 POWER WINE
1 UV MAIM DIA. HOLE
p.2
4E)
OP r CIO
COND1NK14 KAN /
Eg 1 5 2045 kA
PE RM /rc
41 A• cR
1110 NM
Fb 08 05 12:25p
..lan 10 03 1020a
78
• MAME-
WNETPIle 1121.11F NOCIO
. .
1111101
640 Tons — foonorntrer and Demme&
Heller Damper Hoods
6.10kins — Swing Diameter for Hinged
Dons/ (*ion
Performance Heatinc
Pe.,;ormance Heatinc
Data
.Dimensional f)e .10•141
• I:
ALs1;oe.:..c4selixlgas.
cM
MOM
II
Tf.,10 -1M -OMM 4M!MP c.DpIn
(425) 251-02E10
(42... 251-02130
&Wrong — Power Exhaust
6-10Tons — Height of Gas Pipe toquired from
Inside Ilan of Unit to Gas Shut off storm*
(Faeltvy Provided)
P.OS
p.3
p.5
onf
-Pro
FEB 1 5 2005
P ENor ceNTE.R
(=eb 00 05 12:28p Performance Heating
in 10 03 10:20a p. .ormance Heating
•
Itbt.VW1 -- Maximum Unit And Camer Weights (LbatAnd Cur 191 Of Gravity Dimensions I ,J
Corner Weight. (14,11
3
Unit
Toni Model No.
YSCO36A
YWCO3M
YSC048A
YHC049A
YSC060A
YHC090A
YSt172A3•H
4
5
B'h
HT PRC006•EN
•H
YHC092A3'H
YSC102A3• H
YHC102A3•W
10 YSC120A3•H
YHC120A3'H
*NE
1. Caner tr.lgtlte tae Owen for riennWon only.
2. Weights •r aoorvximea.
Ogri: a7-19
JAN - 16 10:08
534
551
558
MI
574
520
822
1010
988
1044
1074
1147
Weighi,El
I.
Maximum Weights ILbsi'
ShIpp1111L Net A
151
158
758
196
4ao
497
505
539
522
574
9 0 *vI OF
044WTY
WiDTN
923
8%
9157
967
1060
A
:136
io
:25
:42
C101719 OF amity —
425 251 E280
B C
124
86
128 101
lot
114
105
119
132
141
130
133
130
140
193
sa
208 148
243
243
252
255
277
1425) 251 -0200
(4E 251 -028
185
165
175
183
197
'Die ■2 — F4rooeytihesea#ad Options Net Mighty absti
Attellsory
00411101 Et ortomi r
& rontatric R.lid 7
voo lr Pt were() Exhaust —
M:torilad Outeida Air Damper 20
*null Wilda Air DemP.r 16
Ai?, Curb 70
U uraiaad Motor • 5
811 Drive Motor 31
anal(' 0etocoot. Return 7
Sn 1oks Detector, Supply 5
roI Guards 12
Wk ued Doom 10
l'o'rerad Convenience Outlet 38
"stal9h the Base Electrical 8
r hi move the Biler Gee 5
an 1 Mounted Cirrult Breaks, 5
Inl Mounted Weoorinsct 5
'104ar Control 0
011:3.
t.yh'Ghla lot Doom nq tto it1 ure so' Oa.
141 wolph1►htMt104 itldMl ID unit w, hl (Men (rdeiwp
I. uy•hetated eccesPIXlei.
210
t04
220
213
246
"
Net WchsI It
3.5Tone
26
6.10 Tone
36
10
m
30
26
115
8
7
5
20
13
38
13
5
5
5
8
p.4
p. 6
[tinter of Gravity 11n4
0 Lori th Width
109
110
108
126
114
136
4n. to
183 38 22
32 19
32 19
33 18
32 20
32 18
32 20
39 21
38 2Z
40 21
40 22
40 21
40 22
79
P.05
File: M05 -0020
•35rnm Drawing..
#1
07 -05 -2005
MARK SMELTZER
7649 S 180 ST
KENT WA 98032
RE: Permit No. M05 -020
350 TRECK DR TUKW
Dear Permit Holder:
Thank you for your cooperation in this matter.
Sincerely,
( inentee,
Brenda Holt,
Permit Coordinator
xc: Permit File No. M05 -020
Bob Benedicto, Building Official
City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division.
Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days.
Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have
prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 08/23/2005, your permit will become null and
void and any further work on the project will require a new permit and associated fees.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665
4
ACTIVITY NUMBER: M05 -020 DATE: 02 -15 -05
PROJECT NAME: KELLY - GOODWIN HARDWOODS
SITE ADDRESS: 350 TRECK DRIVE
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # after /before permit is issued
DEP RTM NTS:
Buil • i, Divi on 2 -O
Public Works ❑
Documents /routing slip,doc
2.28.02
PERMIT MOD CL)
PLAN REVIEW /ROUTING SLIP
Pg•.i -iMR „ +
(I2- /11,0b
Fire Prevention
Structural ❑
Planning Division
Permit Coordinator
�C
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -17 -05
Complete [d Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURSTING:
Please Route Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 03 -17 -05
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
p
DATE:
C
Sill 35110N SIHI
NVH,1,,NY310 5531 SI 3VW SIHI NI 1N3N111000. 3H1 41 :33110a
' F625-052-000 (8/971
DEPARTMENT OF LABOR AND INDUSTRIES
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
. _ _ .
CCO1 PERFOHA15ORT
EFFECTIVE DATE
PERFORMANCE HEATING
7649 S 180TH
KENT WA 98032
EXP. DATE
04/29/2005
12/30/1985
& A/C INC
REVISIONS - I
ON
Kelly - Goodwin Hardwoods
DATE: 10 FEB 05
DRAWN: MS
ENGR: MS
APPVD:
JOB NUMBER:
5054P
M i
SHEET 1 OF 1
NEW DUCT W/ 2" LINER ---t
INEGT NEW TO EXISTING
TING i SUPPLY DROP THR11 R O
TING > RETURN DROP TIRU R
•••••••••••.+•••••••••=mem•
•
4- I I
•
1
•
REMOVE EXISTING FAILED
UNIT t REPLACE hl/ NEW R1111 -I. ALL
RTU-I ON NEW 4X6 SLEEPER5.111A
ARE PERP. TO EX TII$ SLELI'ERS
ATTACHED Si11R74L
FOR EXACT LOCATION).
UNIT TO EXISTING SUPPLY
DUCTWORK AS SHOWN.
•
r;OVE NOTESti
I) SEAL DUCTS PER W.SE.G. SECTION 1414.1.
2) INSTALL DUCT SMOKE DETECTOR TO COMPLY W/ I.M.G. SECTION 606.
3) INSULATE ALL SUPPLY t RETURN DUCTS TO COMPLY W/
W.SE.G. TABLE 14 -5.
4) PROVIDE ECONOMIZER PER W.S.E.C. SECTION 1413 4 1433.
■ ■ ■ i ■
•
•
•
•
•
l
t
•
•
•
•
-4-
T VI/ 2" LITER
•
•
•
PARTIAL HVAC ROOF PLAN
SCALE. 1/8 "-1-0"
541:E OF h (u
REMOVE (I) EXISTING FAILED ROOFTOP GAS - PACKAGE MR GOVITIOPMN6
(NT i REPLACE MTh RN MIT OF SAME CAPACITY IN SAME LOCATION.
MODIFY EXISTING ROOFTOP DUCTWORK TO MATCH SUPPLY 4 RETURN
MEW'S OF lel (NT. GOIt CT ITEM UNIT TO EXISTING NATURAL GAS, LIP
VOLTAGE, 4 LOW VOLTAGE UTILITIES.
■■■■■ ■ 1 1 1 1 1 1 1 1 1 1 ■ ■■■■■ ■
1200E
411I• �
•
•
•
•
•
h ::
•
•
•
•
--
111111111111 ■ Ell= ■ MN= ■ 11111111111 ■mow■ MOM ■
•
•
1
•
•
•
N
•
•
•
IFIL,! OO/1f
Pant* No. /141)7 0 20
Plan review approval Is subject to effors and omissions.
1 uh.,ioanon of any adopted code or ordinance. Receipt
cif approved Field Copy and mwar adcnoveladgmh
SEPARATE Odee1RT
REQUIRED FOR:
Mechanical
d Electrical
i Plumbing
d
Gas PiOng
Qty Of Tukwila
BUILDING DIVISION
CIS of Wats
BUILDING DIVISION
No changes doll be sunk te the scope
of work without peter approval of •
Tukwila
iOevhior�wlM � s �y �
M obzo
arid may include eddltiormi plan review
•INCLUDES ECONOMIZER i BAROWTRIG RELIEF
•
SCALE. 1/32"=1
SOUTH f�
SITE PLAN
NOMNW'L MOOR FM
HVAG EQUIPMENT SCHEDULE
TA6
MANUFACTURER DESCRIPTIOM
MODEL NO.
TONS CFM ` 5P , FF
WEIGHT MR1 LOCATION
REMARKS
RTU-I
T12ANE
ROOFTOP GAS PACKAGE AIR COIVITIONER
YSC0g0A4RIA0OI6
1.5
3000
0.5" •
2.0
CAPACITY - BMI E1,fGTRlGA1 _ 501A0
HEATING COOLING �'�.� /1Fl1E HST VOLT5j . MO�C�P
ci1,200 c10,000
1031- 8196
460
PFNbE I l4G l1 30 22b PINASE MGA
3• 22b
35D
ao
800
ROOFTOP
hY ECONOMIZER 4 SMOKE DETECTOR
VICINITY MAP
NO SCALE
TREGK DRIVE
NOTE:
gINS CW41Y PARCEL N0,s
0223400045
LeghtLirlgeffiglis
ANDOVER INDUSTRIAL PARK •5 POR BE& NE COR TH HLY AL6 CURVE
TOR6T RAD 410.28 FT CENTER BEARING N 04 - 42 - 41 E G/A 01 - 42 - 08 015T
12.11 FT TH N 84 -25-51 W Ig8.11 FT TH AL6 CURVE TO LFT RAD 410.28 FT
G/A 11-03-01 0I5T lg.I3 FT. TO TPOB TH C.ON'T6 AL6 CURVE TO LFT G/A
5q -31 -I1 DIST 426.'3 FT TH 588 -56-41 E 76.41 FT TH 5 45- 31--41 E 1032
FT TH 5 88 -16 -I1 FT TH N 0I -41 -28 E 21232 FT TO TPOB LE55 UP RR OPER
RM 1
� �ENE'D
TUKWA.A
FEB 1 5 an
PERMIT CENTER
M
1!!R! �J1i� II!!C1
. C.AT101i I aurae, A1! WIZ QTY
cP w�ce IeA T1wi I A� co- �o�w *, Mc. A�+�� T� r � v Bri r+oie w x�
i ZIPIOO111AI,. At OP AMO AND TI x
"OM��M1L TAO 1��FI n!!! R/V r fr .
JWr OIS•11*1AT1A1 OP SX11 rMT st at P RfOND 116110WP TO AN ADVn1aNIL
r�ARATIAI OP s�cN w► II N NIr U C flvK. ae
DMM�MJ �1~T1w 1*Og1 = TlON. K' 0IM1UI• A1V IPICIPICATION1
411111 _ __••∎• r.:
I
0 00.0 0 ." w.. 0011M. - ,ow. • •Norir.s.Mr+•rw... w., r.+�.w�.ti.'l.�w.ew «K ♦ 4 : . _ .. . .. . • - .:.: w w • r
File: M05 -0020
35mm Drawing
#1
I
6-3/4 618.
I
I
■
SCALE: 1/4' =1-0'
10- 1/4X63/4 61. TYP.
5►4DOLE, TYP.
I
■
4- - -
■■�■
6- 3/4X26 -V2 618.
I
I
I
■
PARTIAL HVAC ROOF PLAN
I
I
I
AB :__I
I
I
I
I
I
- 1 -
I
ISM
IMO
I
I
I
I
I
I
I
I
I
I
I
I
■
Mlle
IMO
- — L -- I-- - -
II 1 1'II I I f 1 I 11-j
Inch 1 /16 IIII 3) �Ii . �II _ ( LI II - iI i1i.i1i I ill iji I ili ili ill I I lil li
I II
4I 5) I 6 I
d
II LII I II I I II IL L II . III I I IIII LLII I IILII�III��III LII I I II I 9 E z w�
III.. I I II I I 111 I IIIII 11 11 1 11111111 11 1111 IIIIhII
2X4 • 2 O.G. TYP.
3 -V2XI3 PURIM 16'-O' OA TYP.
6' THICK TILT-JP CONCRETE HALL.
zzov 0
1Rihr,t \\--/ w/s,