PRE 2010 PERMITSCity of Fridley, Minn. Nr6'8
BUILDING PERMIT
Date: November 13, 1970
Owner: ....._Five_._.Sands__Deve.lo_pment ........................... _ Builder ......._Mid American. --_Homes---_..-._-.--_-.-.--.
Address ....._2408. -._Central --_Avenue ............................._......._ ... .- Address .-----_211-_Tyrol..West...-Building..._....--------- ..........................
LOCATION OF BUILDING
No.8.7.5........ Street ...........ast....R ver....Road.-------------------------------------------------- Part of Lot .................... _............ .......................
Lot ----Lot ...2 .......... ... Block.....1 ................ _............. _........... _. Addition or Sub -Division
CornerLot ......--------•---------- Inside Lot...............X..................... Setback - .......... ... -........... Sideyard.................................. ............................. -....
SewerElevation - .......................................... ...................................................... Foundation Elevation ..... ......... - ............... ...- ... -.... - - ..._ --
n
DESCRIPTION OF BUILDING ,\IN
To be Used as: \J
-..59.•._Unit -APt-j_ Front .-190'_ Depth ._1518 - Height -....29.-.. _.. Sq. Ft. 28 842 590 630
..-.---'--._...._.. Cu. Ft. _..._.._.._.% 6
_ .... ..................................... _........ Front --- ........... ....- Depth ...................... Height .....-...........---.. Sq. Ft. ...... _.... _...._.. Cu. Ft. ............
Type of Construction ..... -........-Frame $590 000 1 ear
----------•-•-•------• ----. Est. Cost.........................�...................._........ To be Completed .....- .......y--.......---' ._....._
- �?'
Stipulations: far Phase II on 79th at Lincoln Street On1*. v DY
2. Water loop to be completed with Phase II- Certificate of Occupancy not to be
issued until loop back is completed. 3. Submit storm sewer plan before completion
of Phase II. Surface Drain only not permitted. 4. Any hydrants necessary for
Phase II must be installed. 5. Provide air change in corridors & Halls according
to state board of health and City Codes. 6. Poured concrete curbing around all
blacktop parking areas and driveways. 7. Traffic directional control to be provided
for East River Road. Out traffic to turn North Only. 8. Unit coverage of area to be
recomputed prior to issuing permit for Phase III. 9. Performance Bond of $14,000
b% C"o�ifeA�Cc6RfVe&, issuance to me of a permit to const t the building described above, I agree to do
the proposed work in accordance with the description above set orth and in compliance with all provisions of
ordinances of the city of Fridley.
-1--11A _ ; /-V /7 „ e7
In consideration of the payment of a fee of $ 119.4. T.......... permit is hereby granted to
Mid American Homes to construct the building or addition as described above. This permit is granted upon
the express condition that the person to whom it is granted and his agents, employees and workmen, in all work
done in, around and upon said building, or any part thereof, shall conform in all respects to the ordinances of
Fridley, Minnesota regarding location, construction, alteration, maintenance, repair and moving of buildings
within the city limits and this permit may be revoked at any time upon violation of any of the provisions of said
ordinances.
F
t-HAN121K
Building Inspector
THT
NOTICE:
This permit does not cover the construction, installation for wiring, plumbing, gas heating, sewer or water. Be sure to see
the Building inspector for separate permits for these items.
9
le
CITY OF FRIDLEY
NOTE: Applicant should
obtain building permit
procedure infor aQ_ +� ��n
from Building Inspection
BUILDER: /if, �[ �;1/np.�� �, x, �pMe Department Secretary.
ADDRESS: qll 7 r Z-6-116 NOTE: A Certified Survey of the lot,
Street CityZip Code showing the location of the foundation;
TELEPHONE: 99/ - 9// 7 S'��/- �� once it has been constructed, will be
Home Business required before proceeding with the
framing.
PROPERTY OWNER(S) ��j'vy. SaLrtej_C Ny jopmPn"t.. - A mets 24tlners�,T
keY, ,Vcrd/;n `IA Q. "ar /=ti 14rny
y09 0, Q r►+rch-1 A Je- • — /PAone- 7cff-
ADDRESSES)
Street City Zip Code
Street City Zip Code
TELEPHONE NO . (S ) V'% - '3,5-S3
Home Business
LOCATION OF BUILDING
Property Location on Street
or Exact Street Address (if any):��� ��'�' �,Jer o
Legal Description of Property:
A fLox, L. c- A Fx L L i- A
Total Area of Property 2q0 o sq. ft. Present Zoning Classification_
DESCRIPTION OF BUILDING
Proposed Building Use:
Building Dimensions: Front Depth Is - /k Height �7 g
Square Ft. Cubic Ft.
Type of Construction: Fr a m g.L
Estimated Cost
DATE':
To Be Completed
APPLICANT'S SIGNATURE
N
W
SON -RESIDENTIAL BUILDING PERMIT
CITY OF FRIDLEY .
ADMINISTRATIVE PROCESSING _
CONING:- ADDRESS:
VARIANCE REQUIRED:
SPECIAL USE REQUIRED: Pf -F /
PLOT PLAN: �jTOTAL AREA GRADE ELEVATION ST
Li 41
sr
SUBMIT TO:
APPROVAL DATE:
LEGAL DESCRIPTION:,
BACKS: FRONT YARD SIDE YARD REAR YARD
BUILDING BOARD BOARD OF APPEALS
REMARKS : ./? Lcl
FIRE REQUIREMENTS: FIRE MARSHALL F
INSIDE UTILITIES: PLUMBING
Date Approved : - ,
OUTSIDE UTILITIES
PLAN. COMM. COUNCIL
P-ava� v PzexP - 7- l9Gaj
✓L./ -y
ON,BUREAU EXITS (dates App)
VENT & HEATING
-44(Al ,
& SITE DEVELOPMENT: WATER SEWER ELEV CURBING
Date Approved
City Engineer.. f,z�
ELECTRICAL
DRAINAGE SCREENING & PLANTING
AGR �eAfl �Vr [��ar X01-4 N
wrrit 1 A/GiNV6 ,elA6 A/bc, 3aND 1i?egd/Qj4
Sewer Connection Charge Receipt No.
cr
Permit Fee & Fl�ft� Receipt No.
Less Deposit V0 14A C��C�Receipt No.
Net Permit Fee Due
Receipt No.
SPECIAL ASSESSMENTS:
IF LATERAL ASSESSMENTS HAVE NOT BEEN PLACED ON THIS PROPERTY, AN AGREEMENT MUST BE SIGNED AGREEIN TO ASSUME SUCH LATERAL ASSESSMENTS BEFORE A PERMIT WILL BE ISSUED.
G� AGREEMENT NECESSARY
Finance Di ect AGREEMENT UNNECESSARY
W
H 9
•o
Registered Engineer's Stamp
Legal Description Check Ix
(A) FOUNDATION PERMIT FINAL APPROVAL
Builainp, Official Building Official
(B) FINAL APPROVALN E• E t T) hr S ' 1 A t
J
City Engineer
OT asemen s,
ecia re�gemen s
'pi o Cp�
cm 4
DATE:
4/ 461C
CERTIFICATE OF OCCUPANCY:
w
PARTIAL:
DATE:
FINAL: DATE:
U
REMARKS:
REMARKS:
,
0
Original Permit for DUMBING AND GAS F ING
N.B. When work covered by this permit is ready, the Plumbing Ordinance requires that request for
inspection shall be phoned in to the plumbing Inspector, 560-3450 giving number of this permit.,
DESCRIPTION OF WORK
Number, Kind and Location of Fixtures
Stories
M
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GAS
ELEC.
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Basement
4R
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3
1st
aa-
a o
a .21
a0
2nd
3rd
4th
Connected with Sewer -Cesspool Gas Piping for Openings
Permission is hereby granted to do the plumbing and
gas fitting in the building described irl7the statement hereto attached, lipon the express condition that
the person to whom this permit is granted, and his agents, employees and workmen, in the plumbing
or gas fitting of said building shall conform in all respects to ordinances of the City of Fridley, and
this permit may be revoked at any time upon the violation of any of the provisions of said ordinances.
By Order Of The Inspector Of Buildings
Roughing in Inspection Date
Inspector.
Final Inspection Date
Inspector.
a z 1 M-6-69- V
N° 5238
Permit
Fee $ S:5-0-
By
Sd•
City of Fridley 1&t I''ti'1 .f Q A) 16 19--na
Owner-cru-¢� .✓c c�-4 �is1, ,� .
Kind of Buildings X11[ C
Used
To be Completed 4A�j , 19 -IL
T
Estimated Cost $_ 6k r DUCE
Old- n Building Permit
Date
Inspector of Buildings.
City of Fridley
Application for Plumbing and Gas Krung Permit
Dept. of Bldgs. Phone 560-3450
DESCRIPTION OF WORK-
Number, Kind and Location of Fixtures Location 7%S ��
(� WATER HTR.
o
Fr Ik x ,� s¢^ Zi d RZ_z uz vfl Z • • —
7. 7 u f N GA$ ELIC.
Og tls coo
Base.2 / 3 -- —
lstOpt 4 .1) '2D --
2nd
3rd -- -- --- -- - - - --- -
4th --
Future Connection Openings Connected with --- --- - --
e New Fixture, Old Openings I Sewer
Cesspool
PARTIAL RATE SCHEDULE
PLUMBING FIXTURE RATES:
NO. RATE TOTAL
Number Fixtures
* 7 x $2.00
v
$_�L
Future Fixture Opening
_ x $1.50
New Fixture Old Opening
x $1,50
$ —
Catch Basin
x $3.25
$
Water Heater (Up to 99,000 BTU)
x $3.00
$
New Ground Run Old Bldg.
_ x $3,25
$
Electric Water Heater
z $2.00
$
GAS FITTING FEES:
NO. RATE TOTAL
1st 3 Fixtures
x $2.00
$
Additional Fixtures
x $ .75
$
Gas Range to 199,000 BTU. ........ ...
x $5.00
$
REPAIRS S ALTERATIONS—Refer to Code
Description
. ........................
.............
TOTAL FEE $
City of Fridley:
The undersigned hereby makes application for a permit for the work herei
specified, agreeing to do all work in strict accordance with the City Ordinance
and ruling of the Department of Buildings, and hereby declares that all the fact
and representations stated in this application are true and correct
Fridley,Wnn. L ",— /!�/_ _ l9
Owner
Kind of Building gr a ,
Used as
To be completed about
00
Estimated Cost, $
Old g7 Building Permit No.____ _ _ _Permit No.
Signed
By -
Business Phone No. 7`r - 307 Sd
ROUGH
FINAL
s L/
City of Fridley, Minn.
BUILDING PERMIT -
Date: .............. ru y - -..1.9.7..1......... .......... ...................... ....
Owner: ---..-..Five Sands_Development _ _ -_._� Builder ...._Mid._ American .--.Hoes.-..In.cam,..... ............................
Address ...-----211 .Tyrol West _Building -----------------. Address .....211._T,yro.1.--_wk t---Butil.ding....-...._.........--....._.
LOCATION OF BUILDING
7875 East River Road
No. --------------- --------------- Street .....----.....-----------------------------------....__..------------------...-.....................---................................. Part of Lot..................-----------------------.......---------------...............
Lot-.--.....2. ...... - ................. Block................................1..................... Addition or Sub -Division -------_----- ----
CornerLot .---------------------..... Inside Lot ............ X ........ ........ ...... Setback 35 .......................... Sideyard........................ ...................... ........ ..... ----_----_
Sewer Elevation
To be Used as:
Foundation Elevation
DESCRIPTION OF BUILDING
_Muo.....Garages............ . Front 16.6....5.. Depth .....20'.---- Height ....._10.--'-...-.. Sq. Ft. ..... .3-3.3.41.! Cu. Ft. --------33,-300'
Front ....................--- Depth .................. Height ...................... Sq. Ft. . Cu. Ft.
Type of Construction ............ rame_.......-,............ ... Est. Cost ----_---$20.1100.& ......... -........ To be Completed ....Ju.ly_...1.3..-19.7.1..-
Stipulations:
Maintain 35 feet setback from property line. Garages must be rented with apartments
to avoid any empty garages. No utility lines under garages.
In consideration of the issuance to me of a permit to const the building described above, I agree to do
the proposed work in accordance with the description above se orthin compliance . h all provisions of
ordinances of the city of Fridley.
In consideration of the payment of a fee of $.......... 6..2.. 0.0..- permit is hereby granted to..Mi-d...Ame scan-.-Domes
....._.............-..-.........-......-----------------........-. to construct the building or addition as described above. This permit is granted upon
the express condition that the person to whom it is granted and his agents, employees and workmen, in all work
done in, around and upon said building, or any part thereof, shall conform in all respects to the ordinances of
Fridley, Minnesota regarding location, construction, alteration, maintenance, repair and moving of buildings
within the city limits and this permit may be revoked at any time upon violation of any of the provisions of said
ordinances.
Building Inspector
HANK MUNICH
NOTICE:
This permit does not cover the construction, installation for wiring, plumbing, gas heating, sewer or water. Be sure to see
the Building Inspector for separate permits for these items.
I
u
APLICATION FOR RESIDENTIAL, ALTERATION,
OR ADDITION BUILDING PERMIT
CITY OF FRIDLEY, MINNESOTA
OWNER'S NAME /CIws & BUILDER:
ADDRESS :iQ// *jQdZ WeSI XWe ADDRESS: ,Re
NO • STREET • Zt;pr AVIV la&e e►
LOT : JIX BLOCK: / ADDITION: -jor."V eSANat (I4t0,.I�t��
i
CORNER LOT: INSIDE LOT:__A_SETBACK: SIDEYARD:
Applicant attach to this form Two Certificates of Survey of Lot and proposed
building location drawn on these Certificates.
DESCRIPTION OF BUILDING
To Be Used As:
_Front: , Depth: QiQ Height: /40
Square Feet:_, _Cubic Feet: 33300
Front: ♦f Depth: Height:
Square Feet; 3334 Cubic Feet:— 33.300
Type of Construction: 5 qmS Estimated Cost:_$
To Be Completed: 7
The undersigned hereby makes application for a permit for the work herein
specified, agreeing to do all work in strict accordance with the City of
Fridley Ordinances and rulings of the Department of Buildings, and hereby
declares that all the facts and representations stated in this application
are true and correct.
2/ DAT _2/%! SIGNATURE
(See Reverse Side For Addition Information.)
� f • �1 � � - � j+� !jam �„ �' ..r 7 c ,wy / ..) )r" G/J 'g , f y � / 7+ /0
^„'�
Yoe
9 71 is OV, x; i� t C2 Y4 Q
!r .F
BUILDING PERMIT FEE SCHEDULE
SECTION 2. The Inspector of Buildings shall, before issuing permits for the
erection of any building or structure, or for any addition to any existing
building or structure, or for any alteration or repairs to any existing
building or structure, upon application therefore, require the payment by the
applicant for such permit of fees to the amount herein below set forth and in
the manner herein provided to -wit:
UNIFORM BUILDING CODE: Type 1, 2 & 4 - $2.15 for each one thousand cubic
feet, or fraction thereof, in such cubical contents. Type 3 & 5 - $1.85 for
each one thousand cubic feet.
ADDITIONAL INFORMATION
For the purpose of computing fees for building permits, the cubical contents
of any building or addition, is determined by multiplying the ground area
covered from a point six (6) inches below the floor line of the basement
or the cellar to the average heights of the upper surface or to the average,
height of the roof surface of the main gable of a pitched roof.
For repairs or alterations to an existing structure, the fee shall be at the
rate of $3.00 per each five hundred dollars ($500.00) or fraction thereof in
the cost of all proposed work.
In no case shall the fee charged for any permit as set forth in Section 2 be
less than $5.00.
VERIFICATION OF FOUNDATION
NOTE: Permits for construction will be issued a minimum of 24 hours from the
time of application, to allow for proper review of the proposed structure and
of the construction site.
A Certified Survey of the lot, showing the location of the foundation, once it
has been constructed, will be required before proceeding with the framing.
CERTIFICATE OF OCCUPANCY
Application for a Certificate of Occupancy shall be made ten (10) days prior
to the use or occupancy of any structure for which a building permit has been
issued; and said structure shall not be used or occupied until a Certificate
of Occupancy has been issued.
Application for Power Plants and Heating. Cooling, Ventilation. Refrigeration and
Air Conditioning Systems and Devices
PARTIAL RATE SCHEDULE
GPAVITY WARM AIR: RATE TOTAL
Furnace Shell & Duct Work ....... .. $10.00 $
Replacement of Furnace 6.00 $
Repairs & Alterations—up to $500.00 . ... ... 6.00 $ - --
Repairs & Alterations each add. $500.00. 3.00 $ --
MECH. WARM AIR
Furnace Shell & Duct Work to 120,000 BTU ........ ..$10.00 $
each add. 60,000 BTU .................... .. 3.00 $
Replacement of Furnace 6.00 $
Repairs & Alterations—up to $500.00 6.00 $
Repairs & Alterations each add. $500.00 .............. 3.00 $
STEAM or HOT WATER SYSTEM
Furnace Shell & Lines—to 400 sq. ft. EDR Steam $10.00 $.
Furnace Shell & Line to 640 sq. ft. EDR Hot Water 10.00 $
Each add. 200 sq. ft. EDR Steam 3.00 $--
Each add. 320 sq. ft. EDR Hot Water j ¢. ... 3.00 $ ,
OIL BURNER—to 3 gal. per hour 6.00 $, ZZ, 00
over 3 gal. per hour—See Fee Schedule
GAS BURNER (up to 199,000 BTU) ..2.. �.i�: S �.... 5.00 $ ZZE, Cb
over 199,000 BTU See Fee Schedule
GAS FITTING FEES: NO RATE TOTAL
1st 3 Fixtures .2: S'.?.'.. x$ 2.00
Additional Fixtures x .75 $
Gas Range to 199,000 x$ 5.00 $
AIR CONDITIONING
FAN HEATING SYSTEM See Fee Schedule
VENTILATING SYSTEM i $
ALTERATIONS & REPAIRS TOTAL FEE $
ROUGH j, d
FINAL
Dept. of Bldys. Phone 560-3450
Locati
City of Fridley:
The undersigned hereby makes application for a permit for the work hereir
specified, agreeing to do all work in strict accordance with the City Ordinances
and ruling of the Department of Buildings, and hereby declares that all the facts
and representations stated in this application are true and correct.
Fridley, Minn./%/ y , 1& 7.1
Owner
Kind of Building�� f�l�� ✓%'��
Used as _ —.t' ,�/% <-
To be completed about fir-- -7- l e�; ZZ
v
Estimated Cost, $_ / / �}
Old—New. Building Permit No. Permit Ho. "'' 7 1
DESCRIPTION OF WORK
HEATING or POWER PLANTS --.Steam, Hot Water, Warm Air—No. - "
Trade Name,Z Size No 111) S %
Capacity `7/Z5_S Sq. Ft. E.D.11.4 � -��'
BTU -2;2'6 - H.P.
Total Connected Load �� SC= / /�5�� Kind of Fuel
BURNER — Trade Name Size No
Capacity Sq. FL E.D.R BTU H.P.
(REMARKS—OYER)
Si - _17��
By --
Business Phone No
l�
City of Fridley
Application for Pkwdgng and Gas Fitting hnak
Dept. of Bldgs. Phone SM -3450
DESCRIPTION OF WORK
Number, Kind and Location of Fixtures Loeatiow�2'f c
®
NO. RATE TOTAL
C
x $2.00
�
Future Fixture Opening ...........
K
of
New Fixture Old Opening ..........
I j
Catch Basin ....................
�
$
Water Heater 'up to 99,000 BTU) . , ..
x $3.00
$
WATER MTII.
GAS
EIEC.
�
;
J
S�
NO. RATE TOTAL
N I;
�-
O LL�
Additional Fixtures ................
� O
u!
< 3
U'
V c
V U
REPAIRS & ALTERATIONS—Refer to Code
Description ............................................$
TOTAL FEE
$
(SURCHARGE
Base
1st
2nd
3rd
4th
' Future Connection Openings
Connected with =�
t New Fixture, Old Openings
Sewer
Ej
Cesspool
PARTIAL RATE SCHEDULE
PLUMBING FIXTURE RATES:
NO. RATE TOTAL
Number Fixtures ................
x $2.00
$
Future Fixture Opening ...........
x $1.50
$...
New Fixture Old Opening ..........
x $1.50
Catch Basin ....................
x $3.25
$
Water Heater 'up to 99,000 BTU) . , ..
x $3.00
$
New Ground Run Old Bldg. ........
x $3.25
$
Electric Water Heater . . .. . . . ... . .. .
x $2.00
$
GAS FITTING FEES:
NO. RATE TOTAL
lst 3 Fixtures ... , ... • .......
x $2.00
$_
Additional Fixtures ................
x $ .75
$
Gas Range to 199,000 BTU ...........
x $5.00
sg-
$
REPAIRS & ALTERATIONS—Refer to Code
Description ............................................$
TOTAL FEE
$
(SURCHARGE
City of Fridley:
The undersigned hereby makes application for a permit for the work herei
specified, agreeing to do all work in strict accordance with the City Ordinance
and ruling of the Department of Buildings, and hereby declares that all the tact
and representations stated in this application are true and correct
Fridley, Minn
Owner
Kind of Building
Used as
To be completed about
Estimated Cost, $
Old --New. Building Permit No. Permit No.
�%
Signed
By
Business Phone No. % Jam, h — -32
ROUGH
FINAL `''
City of Fridley 53-84-s915.51
Application for Plumbing and Gas suing Pan*
Dept. of Bldgs. Phone 500-3450
DESCRIPTION OF WORK
Number, Kind and Location of Fixtures Locatim 7875 E. River Road
cn
<` Z
5
7ssJ
7
7zW
r
N
WATER NTA.
GAS
ELEC.
Base
1st
2nd
3rd
4th
Future Connection OpeningsI L'o�ea wtta
* New Fixture, Old Openings
City of Fridley:
The undersigned hereby makes application for a permit for the ®cork herei
specified, agreeing to do all work in strict accordance with the City Ordinance
and ruling of the Department of Buildings, and hereby declares that all the tact
and representations stated in this application are true and correct
Fridley, Minn Mav 3. 1972 „ 19,
Owner Fine Sands Dev. Co. (7815 E. River Road Apt -302
Kind of Building frame
Sewer [] Used as apt. house
Cesspool 0
PARTIAL RATE SCHEDULE
PLUMBING FIXTURE RATES: NO. RATE TOTAL
Number Fixtures ................ x $2.00 $
Future Fixture Opening ........... x $1.50 $.____
New Fixture Old Opening .......... . x $1.50 $ ___
To be completed about i'llaL, 1972
Estimated Cost, $100.00
O1(A–New. Building Permit No. _Permit No. 15 %
Signed
By h4INN&GASG^
Business Phune No.
Catch Basin .................... x $3.25 $
Water Heater 'Up to 99,000 BTU) .... x $3.00 $
New Ground Run Old Bldg. ........ x $3.25 $ ROUGH,�j
Electric Water Heater .............. z $2.00 $ FINAL 0 t
GAS FITTING FEES: NO. RATE TOTAL
1st 3 Fixtures .................. _3 x $2.00 $ 2.00
Additional Fixtures 7 x $ .75 $ 5S*
Gas Range to 199,000 BTU .......... x $5.00 $
install (10) gas grills 30.00
REPAIRS k ALTERATIONS—Refer to Code
Description.......................................$ Lig,xX- SurCharge .500
TOTAL FEE $ 37 •
"P 2 7:S 4
CITY OF FRIDLEY
APPLICATION FOR PLUMBING AND GAS FITTING PERMIT
RATE SCHEDULE
PLUMBING FIXTURE RATES
New Fixtures
Future Fixtures
Old Opening, New Fixture
Beer Dispenser
Blow Off Basin
Catch Basin
Rain Water Leader
Hydraulic Valve
Sump or Receiving Tank
Water Treating Appliance
Hot Water Heater
Gas Range
Gas Dryer
mom
ALL OTHERS AND/OR REPAIRS AND ALTERATIONS
It of Value of Fixture or Appliance
Reinspection Fee $
($15.00)
RATE
$ 5.00
S 3.50
$ 1.50
S 4.00
$ 5.00
$ 5.00
$ 5.00
S 5.00
S 5.00
$ 7.00
$ 5.00
$ 10.00
$ 10.00
State Surcharge
TOTAL FEE
TOTAL
Lttective Aug. 1, 11idl
Job Address
Department of Buildings
City of Fridley
Tel. 0571-3450
e
The undersigned hereby makes application for a permit for the work herein
specified agreeing to do all work in strict accordance with the City Codes
and rulings of the Department of Buildings, and hereby declares that all
the facts and representations stated in this plication are true and correct
Fridley, Mn. ✓� 193�
OWNER
KIND OF BUILDING A � j— '
USED AS } � fi , 6 y ✓{J J /V
TO BE COMPLETED ABOUT //��
ESTIMATED COST ),Q V
OLD - NEW BUILDING PERMIT NO. PERMIT NO.g�
Company D
Signed By
Tel. No.
ROUGH INSP.
Date
FINAL INSP. /,V ; -X?
Date
APPROVAL FOR PERMIT 40��
MINIMUM FEE FOR ANY PLUMBING PERMIT IS $10.00
PLUS THE $.50 STATE SURCHARGE
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lot
2nd
3rd
4 th
(R) , Future Connection Opening
Connected with Sewer
(•) - New Fixture, Old Opening
Water
RATE SCHEDULE
PLUMBING FIXTURE RATES
New Fixtures
Future Fixtures
Old Opening, New Fixture
Beer Dispenser
Blow Off Basin
Catch Basin
Rain Water Leader
Hydraulic Valve
Sump or Receiving Tank
Water Treating Appliance
Hot Water Heater
Gas Range
Gas Dryer
mom
ALL OTHERS AND/OR REPAIRS AND ALTERATIONS
It of Value of Fixture or Appliance
Reinspection Fee $
($15.00)
RATE
$ 5.00
S 3.50
$ 1.50
S 4.00
$ 5.00
$ 5.00
$ 5.00
S 5.00
S 5.00
$ 7.00
$ 5.00
$ 10.00
$ 10.00
State Surcharge
TOTAL FEE
TOTAL
Lttective Aug. 1, 11idl
Job Address
Department of Buildings
City of Fridley
Tel. 0571-3450
e
The undersigned hereby makes application for a permit for the work herein
specified agreeing to do all work in strict accordance with the City Codes
and rulings of the Department of Buildings, and hereby declares that all
the facts and representations stated in this plication are true and correct
Fridley, Mn. ✓� 193�
OWNER
KIND OF BUILDING A � j— '
USED AS } � fi , 6 y ✓{J J /V
TO BE COMPLETED ABOUT //��
ESTIMATED COST ),Q V
OLD - NEW BUILDING PERMIT NO. PERMIT NO.g�
Company D
Signed By
Tel. No.
ROUGH INSP.
Date
FINAL INSP. /,V ; -X?
Date
APPROVAL FOR PERMIT 40��
MINIMUM FEE FOR ANY PLUMBING PERMIT IS $10.00
PLUS THE $.50 STATE SURCHARGE
N
CITY OF FRIDLEY INSPECTION DIV.
6431 University Ave NE
Fridley, MN 55432
572-3604
Effective On January 1, 1991
APPLICATION FOR PLUMBING AND GAS FITTING PERMIT
MARK NUMBER OF FIXTURES TO BE INSTALLED ON EACH FLOOR
PLUMBING FIXTURE RATES:
NO. RATE TOTAL JOB ADDRESS -7915- &, R i jrFi I 2z 4el
New Fixtures
Old Opening, New Fixture
Beer Dispenser
Blow Off Basin
Catch Basin
Rain Water Leader
Sump/Receiving Tank
Water Treating Appliance
Water Heater -Electric
Water Heater - Gas
Gas Range
Gas Dryer
Back Flow Preventer Required;'9Yes () No
Type RP Z _4
$ 7.00
$ 4.00
$ 5.00
$ 7.00
$ 7.00
$ 7.00
$ 7.00
$10.00
$ 7.00
$10.00
$10.00
$10.00
The undersigned hereby makes application for a permit for the work herein
specified agreeing to do all work in strict accordance with the city codes
and rulings of the Building Division, and hereby declares that all the facts
and representations stated in this application are true and correct.
10"9+'! 7- , 1991
Owner h e,4Jd w !S -u 0 4-Pl--
Building Used As mf✓ ,
W Estimated Cost
$5.00 _4
Reinspection Fee $30.00
ALL OTHERS AND/OR REPAIRS AND ALTERATIONS
1 % of Value of Fixture or Appliance _
State Surcharge .50
PERMIT NO
PLUMBING COMPANY #42-ki S M dt
SIGNED BY TEL NO.4 g6-2-4//
Approved Byer Rough -in Date Final Date Z !j
MINIMUM FEE FOR ANY PLUMBING/GAS PERMIT IS $15.00
TOTAL FEE PLUS THE $.50 STATE SURCHARGE
MRRIS MECHANICAL
CONTRACTING COMPANY
BACKFLOW PREVENTER
TEST REPORT
2300 TERRITORIAL ROAD ST. PAUL, MINNESOTA 55114 PHONE 612 - 646 - 2911
PROCESS PIPING • PLUMBING • VENTILATING FAX 612 - 646 - 6800
REF RIGERATION -AIR CON DITIONING-HEATING
ENVIRONMENTAL CONTROL
26 HOUR SERVICE
ADDRESS �Q 7 GTV 21P
OWNER s TELEPHONE 40. DATE:
CJV /
MAKE AND MODEL OF,} l S SIZE ZSERIAL NO.
4r��
LOCATION OF DEVICE
PRIES. DIF.
PRIES. DIF.
CHECK VALVE #1
CHECK VALVE N2
ACROSS #1
WHEN RELIEF
STRAINER
OPENS
TEST
BEFORE
LEAKED [�::k
LEAKED
s p.S.1
i ps.l
NONE Jai
REPAIR
CLOSED
CLOSED
CLEANED
DESCRIBE
REPAIR
FINAL
LEAKED
LEAKED
TEST
CLOSED
p.SJ
P.9.1
CLEANED [�:i
CLEANED E�::J
CLEANED E;::J
COMMENTS/MATERUILS USED:
REPLACED: E�::J
REPLACED: E;�J
REPLACED:
DISC
DISC
DISC:
SPRING
SPRING
UPPER
Q
W
GUIDE
GUIDE
LOWER
2
Ir
IN
PIN RETAINER
PIN RETAINER
SPRING
O
HINGE RETAINER
HINGE RETAINER
DIAPHRAGM:
LL
Cc
SEAT
SEAT
LARGE:
w
Q
DIAPHRAGM
DIAPHRAGM
UPPER
LOWER
Q
SMALL
W
SEAT:
UPPER
LOWER
SPACER:
LOWER
FINAL
TEST
CLOSED TIGHT E;�j
CLOSED TIGHT E�::J
OPENED AT LBS
REDUCED PRESSURE
THE ABOVE REPORTS CERTIFIED TO E TRUE, CERTIFICATION NUMBER
INTTTIAL TEST BY REPRESENTING
REPAIRED BY DATE:
FINAL TEST BY
REPRESENTING
/J9 &-
�!�[lLl;4 vti �� DATE:
AN EQUAL OPPORTUNITY EMPLOYER AMI&A
City of Fridley
SUBJECT
PE
22739
AT THE TOP OF THE TWINS
BUILDING PERMIT
i
RECEIPT NO.
• _ COMMUNITY DEVELOPMENT DIV.
G�
r � PROTECTIVE INSPECTION SEC.
�
NUMBER_
REV.
__
DATE
PAGE OF
APPROVED BV
CITY HALL FRIDLEY 55432
612-571-3450
910F15
7/21/94
JOB ADDRESS itigRRjtilikfi ixRtxHxxRBxElxNfcx 7875 East River Road
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION SEE ATTACHED
DESCR.
,,1
3
Meadowrun lst Addition SHEET
2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE
KMS Management 5801 Cedar Lake Rd, St Louis Park MN 593-9930
3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO.
A Plus Roofing g
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
11500 Keating Ave, Burnsville MN 55337 894-5435
5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO.
6 USE OF BUILDING
Apartment
7 CLASS OF WORK
❑ NEW ❑ ADDITION ❑ ALTERATION _❑ REPAIR El MOVE ❑ REMOVE
X
8 DESCRIBE WORK
Reroof Building: EPDM membrane over flat roof area; add insulation
9 CHANGEOFUSEFROM TO
STIPULATIONS
Install roofing and insulation to meet State Building Code.
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING.
ZONING
SO. FT.
CU. FT.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
NO. DWLG. UNITS
OFFSTREET PARKING
ANY TIME AFTER WORK IS COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
STALLS GARAGES
VALUATION
SURTAX
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
$60,000
$30.00
PERMIT FEE
SAC CHARGE
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
$459.50
FIRE SC $60,00SNARY
PLAN CHECK FEE
TOTAL FEE
$549.50
_
iGNATURE OF CO,RACTOR OR AUTHORIZED AGENT IDATEi
THIS IS YOUR PERMIT
- ��.-PAQPERLY.IVALIDATED
BLDG BATE
SIGNATURE OF OWNER OF OWNER BUILDER) IDATEI
M
Prepaid Plan Check $ Effective 1/1/94
Estimated Cost $ (.TTY OF FRIDIEY
Receipt # R 3, COMMERCIAL & INDUgnUAL 1
BUILDING PERWIF APPLICATION
construction Address 7 Y7, 21�;- ,":E � �- r'k G� L Zoning
Legal Description
Ste! me- Ie ! .
Owner &Address ,z � Tel.# �0i?:51919 3 e)
, m
CONTRACTOR & ADDRESS
Architect & Address ___,Reg•#
Engineer & Address
TYPE OF WORK [ ] New [ ] Addition [ ] Alteration -Describe
Applicant Signature Tel $`l Date
BUILDING DIMENSIONS
Length Width Height Sq. Ft. # of Stories
OFC. AREA: Length
Width
Height
Sq. Ft.
WHSE AREA: Length
Width
Height
Sq. Ft.
OTTER AREA: Length
Width
Height
Sq. Ft.
VAI NMON
Sq. Ft. x $
Cost/Sq.
Ft. = Valuation $
)
Sq. Ft. x$
Cost/Sq.
Ft. = Valuation $
) _ $ Z,
Sq. Ft. x $
Cost/Sq.
Ft. = Valuation $
) TOTAL VALUE
Building Use Construction Type occupancy Group
Air Conditioning []Yes []No Fire Protection Provided []Yes []No
Performance Bond Amount-$ See Reverse for Schedule Received []Yes []No
Permit Fee $ ,r
Plan Check $
Fire Surcharge $ oc-)
State Surcharge $
SAC Charge $
Erosion Control $
Park Fee $
Spec. Assessments $
Driveway Escrow $
TOTAL $
See Fee Schedule on Reverse Side
in Excess of Prepaid Amount - See Reverse Side
.001 x Permit Valuation (1/10th %)
$.50/$1,000 Valuation (See Sched. for > $1 Million)
$800 per SAC Unit (Plans to NWOC for determination)
$450.00 Conservation Plan Review
Fee Determined By Engineering
Agreement Necessary [] Not Necessary []
feet x $13.50/foot
BUILDING PERMIT FEE SCHEDULE
$1
to 500
$15 (Minimum Fee is $15 plus surcharge)
501
to 2,000
$15 for 1st $500 plus $2 for each addn'l $100 or fraction, to and
including $2,000
2,001
to 25,000
$45 for 1st $2,000 plus $9 for each addn'l $1,000 or fraction, to
and including $25,000
25,001
to 50,000
$252 for 1st $25,000 plus $6.50 for each addn'l. $1,000 or fraction,
to and including $50,000
50,001
to 100,000
$414.50 for 1st $50,000 plus $4.50 for each addn'1 $1,000 or
fraction, to and including $100,000
100,001
to 500,000
$639.50 for ist $100,000 plus $3.50 for each addn'l $1,000 or
fraction, to and including $500,000
500,001
to 1,000,000
$2039.50 for the 1st $500,000 plus $3 for each addn'1_'$1,000 or
fraction,'to and including $1,000,000
1,000,001
and up
$3539.50 for the 1st $1,000,000 plus $2 for each addn'l $1,000 or
fraction
PREPAID PLAN CHECK FEE SCHEDULE
$1 to 2,000 $29.25
2,001 to 25,000 $29.25 fcr 1st $2,000 plus $5.85 fcr each -dJYl $1,000 cr fracUm, to azi
irclu3ing $25,000
25,001 to 50,000 $163.80 fcr 1st $25,000 plus $4.225 &r each acHn'1 $1,000 cr frarticn, to a -d
includiM $50,000 -
50,001 to 100,000 $269.43 fcr 1st $50,000 plus $2.925 fcr each adtn'1 $1,000 cr fractim, to and
ircluJing $100,000
100,001 to 356,000 $415.68 fcr 1st $100,000 pbr, $2.275 fcr each actbll $1,000 cr fsactien, t o and
irrlu3ing $356,000
OvEr $356,00O $1,000 Wzrm dn witch isaEffm cf bu kbM paunit)
PERFORMANCE BOND POLICIES
will am- • w •- nrxao •_ uvlWuq bit, rr)t--n •e• to laii3a4•, irdgaUm, • ua • • . • • qT •
M • • of •• • amuts wLll. be •2•m• n e• by • - • n•b• pmnt va1ms. Tie •• • amurt wLUbe of •
he
Wilding pennit value up to a 2 ndllicn doll project cr a $60,000 bcnd. Petual amamts wLU. be rcur&d to the
nem:.stt Tie aty re - the • t• rqq1nm %-uor :_mac •• • amaxfcs •:se• cn urusml circuTstarres.
Projects um• no • w •- irqxovumw, •--frall:y wL11 rrte• n •• •
:• •� a
-1(21101L••e • - r • ev •• • • • • i 1 a • • i • •
ze
Building BUILDING Permit No.: =
Page I of I
Julkowski, Ron
From:
Otten, Ashley
Sent:
Wednesday, February 01, 2006 1:26 PIVI
To:
Julkowski, Ron
Subject: 7875 E River Rd
Ron
A garage was struck at this address on Saturday, January 28, 2006. We are issuing orders
that it must be repaired no later than March 7, 2006@9:00 a.m. We will follow-up with you to
confirm permits have been pulled for this repair.
Ashley Otten
Fridley Fire Dept
Rental Fire Insp Div
ottena@ci.fridley.mn.us
Building
BUILDING
Permit No.:
Inspections
COMMERCIAL/INDUSTRIAL
Received By:
763-572-3604
763-502-4977 FAX
OF FRIDLEY
0)ISITY%
Date Rec'd-
EFFECTIVE 1-1-09
DATE O l -MAIL ADDRESS
SITE ADDRESS
TENANT_ / Ve C QU//c{� ,%��/ 5 Suite No.
PROPERTY OWNER
�—
NAME:
ADDRESS:— 7��j S �Ac S� �i /2� CITY ?2,G7 E STATEh%ZIP
PHONE: 71- 3
ARCHITECT
NAME:
ADDRESS: CITY STATE ZIP
CONTRACTOR
NAME:
* NOTE: CITY
LICENSE REQUIRED
ADDRESS: f j�SV 14X ,,c CITY �� r z6- STATE)94-L-2IP S �
COMMERCIAL,
PHONE:% 3 ce FAX
INDUSTRIAL AND
—71 ,-,2836,
MULTI FAMILY
PROPERTY TYPE
❑ TOWNHOUSE OMMERCIAL/INDUSTRIAL ❑ INSTITUTIONAL
❑ MULTI -FAMILY
PERMIT TYPE
❑ ADDITION ❑ NEW CONSTRUCTION-ErOTHER
❑ REMODEL ❑ ROOF ❑ SWIMMING POOL
PLEASE SUBMIT:
1. 4 SETS OF DRAWINGS 5. CONTRACTORS LICENSE OR 6. SPECIAL INSPECTION
2. SURVEY/SITE PLAN LICENSE APPLICATION SCHEDULE
3. LANDSCAPE PLANS 7. PERFORMANCE BOND
4. ENERGY CALCS AMOUNT $
BUILDING TO BE USED AS: OFFICE SF WHS SF OTHER SF
TOTAL SIZE: STORIES FIRE PROTECTION (Y/N) AC(Y/N
DETAILED DESCRIPTION OF WORK ��c�/ �uJ�'1 5Azpe.�f 12yck ,,l J Sf ��'a /� c t�—
l%1 `I. /Ce f !' 'y-14/ ( v"> .t r c its ✓'1 Ci V'il Gl
THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED
I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in
conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a
permit but only an application for a permit and work is not to start without a permit on site; that the work will be in accordance with the
approved plan in the case of al o w ' re 'res review and approval of plans.
SIGNATURE OF APPLICANT PRINT NAME e�41'5 A— DATE
ALL rtt> ) AKt BANEL) ON VALUA I ION
Sq. ft. x $ Cost/sq. ft. = Valuation $
Sq. ft. x $ Cost/sq. ft. = Valuation $
Sq. ft. -x $ Cost/sq. ft. = Valuation $
COTAL JOB VALUATION: $ USE
Iermit Fee ✓
Ilan Review
'ire Surcharge
Surcharge r
;AC Charge
irosion Control
'ark Fee
;pecial Assessments
:urb Cut Escrow
Cotal Due
OCCUPANCY TYPE
See Back Page for Fee Schedule
65% of Building Permit Fee
.001 times the total job valuation
.0005 x Permit Valuation Minimum $.50
$2000 per SAC Unit (Plans to MWCC for determination)
$450 Conservation Plan Review
Fee Determined by Engineering
Agreement necessary ( ) Non Necessary ( )
ft+6ft= ftx$21 =$
Make checks payable to: City of Fridley Attach Stipulations
Page 2 - Building commercial/Industrial Appli��ation -
BUILDING PERMIT FEE SCHEDULE
TOTAL VALUE
FEES
$1 to $500
$23.50 (Minimum Fee is $23.50 plus surcharge)
$501 to $2,000
$23,50 for i s` $500 plus $3.05 for each additional $100 or fraction, to and
including $2,000
$2,001 to $25,000
$69.25 for I" $2,000 plus $l4 for each additional $1,000 or fraction, to and
including $$25,000
$25,001 to $50,000
$391.25 for 15` $25,000 plus $10.10 for each additional $1,000 or fraction,
to and including $50,000
$50,001 to $100,000
$643.75 for 1" $50,000 plus $7 for each additional $1,000 or fraction to and
including $100,000
$100,001 to $500,000
$993.75 for 1" $100,000 plus $5.60 for each additional $1,000 or fraction to
and including $500,000
$500,001 to $1,000,000
$3,233.75 for the is` $500,000 plus $4.75 for each additional $1,000 or
fraction to and including $1,000,000
$1,000,001 and up
$5,608.75 for the I" $1,000,000 plus $3.15 for each additional $1,000 or
fraction
PERFORMANCE BOND POLICIES
When a building permit is issued for a commercial, industrial or multiple dwelling residential
project which requires outside improvements, a Performance Bond or a Letter of Credit shall be
submitted to the City. The bond will cover all outside improvements, including but not limited
to landscaping, irrigation, curbing, blacktopping, screening fences, lighting, water & sanitary
sewer services, and storm drainage systems.
Calculation of bond amounts will be determined by the building permit values. The bond
amount will be 3% of the building permit value up to a $2 million dollar project or a
$60,000 bond. Actual amounts will be rounded to the nearest $100. The City reserves the right
to require greater or lesser bond amounts based on unusual circumstances. Projects with no
outside improvements generally will not require a bond.
Bonds must remain open until the project is fully completed. Reproducible "as -built" drawings
of all exterior underground utilities must be submitted to the City Engineering Department
before the project is considered complete and the bond released. All bonds will be held over one
winter and through the next growing season to insure the survival of all landscape installations.
The City will then inspect these properties in August of the year following the initial planting.
Bonds may then be released in October of that year if all improvements are satisfactorily
completed.
City of Fridley
Building Inspections Department
6431 University Avenue NE
Fridley, MN 55432
763-572-3604
Fax: 763-502-4977
T X
T
3,
RIVERPOINTE APARTMENTS
7855 East River Road
Fridley, MN 55432
V
Q
T X
r y
T
zrn
v (�
tx
uX
TYPICAL BUILDING COMMON AREA
SUSPENDED ACOUSTICAL TILE CEILING INSTALLATION
MRR-03-2009(TUE) 15:32 GOLDEN VALLEY SUPPLY P.001I013
Golden Valley Supply Co.
1000 Zone Avenue North • Minneapolis, MN 55422 - Phone (763) 544-$g07 • Fax (763) 544-2920
Web Site! www.goldenvalleysupply.com
TO: City of Fridley — Ron Julkowski )From: Eric Olson
F*= 763-571-1287 Pages: 13
PIM ate; =2009
Rim River Point Apartments CC:
❑ Urgent 0 For Review ❑ Pleases Comment ❑ Please Reply ❑ please Recycle
Please find the attached UL li s il 9arse the eubert with
Neubert -Reed Construction
Specializing in ceilings, walls and floors since 1975
MAR-03-2009(TUE) 15:32 GOLDEN VALLEY SUPPLY P.002101.3
Fire -Rated Ceiling Assemblies
- - ------------------------- ----- ------------------------------------- ------ ---------................... ,_................... ........,,.,...,..,....................................................... ..... .................................
.,..w..
Suspension Ceiling Designs
UL
ASSM114r
Appnl"wcolli"
11w
Saw—lon
Msxlmwnflx.Size
Dud Arae per
AssemblyConslruCtlat
Design
Rating
Tllesllands
Penal
Syabm
%CoilhrgArae
100 Sq. PL of
0stalls
Mn.
(Ma><lmum)
Stas
CoMnIlAraa
Fl r/wang deslgr 1—
A003
3 he R.
3/4 FFIM
1202
Z-,nffn a
Huammem type,
None
2-1/2" concrete; Celulardcck;
nc
GohsbwMGdlrlarSbd
311cm
12x24
2x4-0%
W10x25boom
FlsorllnlbandBasm3upport
3if. LRB
Cattu-aIcd Grid Syttam mid The
Fl"/CeHIH0DuWno--
0209
2 hr, It 1-1/2 hr, Ult
114-83; m-4;
2x2;
D)d_,DXLA
FluarLuanttypc,
Now
2-1/2"concreta;
cowntewhnStedFloor
1.12hrl1f1,
M:FR-Xt:
2x4
2xa- tyX
C-dularorllutedduck
Un b and Beam Support
1-12 hr. LM93
Fc•cB
W1 Ox 21 beam
Emosed Cdd �Vsfem
W UvHn Panels
0215
4 hr URB; 2 hr R;
314" FR•83
2 x4;
0Xa. D)g Z, SUXL
Fhmmsrxxll typo,
113 sq. in.
2-12' concrete;
2 hr. t1R; 2 h URB;
2 x 4-16%;
rAllekU or fhtlecidstk
1-12 hG R;
hrc x dmcunt typo,
Wax 15 beam
1-12 tr. UR;
6-1/7" dlam.
1-12 tr URD
...............
D218
..........._..........
3 h R; 3 hr 11FL
FR -83;
2 x 4
13W. Ma_ DXLZ,
Fluoreacenl tyre,
1 air bat per
$-114" cDncrete (3 hr),
3hr,M;2hr,A
Metal 15M.M
WXL
2x4-20%
100 Sq. 11
2.12"amciets(2hr.):
2 hr. M 2 hr. LM
5 x 48-10%
(:a(lular or fluted deck:
9x40-14%;
Wax 15 buam
Irawdearem type,
6-112' (1iem,
D219
3 hr. R; 3 hr. UR;
............
FR -QT; FH -4;
......
2 x 2
WL DXLA, DXLT,
__._._.-....----...........
Fhmruacont type,
...... -..............
144 sq. In.
....................
3-12' concrete (3 hr.);
3 hr.lAB: 2 hr. R;
IR 40
2 x 4
11XI.7, 00.ZA, SDA,
12x46-16%
2-1/2" concede (2 hr.y
2 hr, LA 2 nr. UAB;
50KA, ZXLA
24 x 24-20%
fuqular or fluted deck;
1.12lcR 1-12hr.LFL
20 x 48-20%
W6 x 15 beam
1-1/2tcLft; I hr: A;
20x48-24%
1 hr. LR 1 hr. LIRE
floor/GelgngDesigns—
6201
1hr. R
FR-XI;1`111-83;
2x2;
D14 D"D4Z,
FNiaescenttype,
None
2'conercie;MaWWh
Concrete and Sorel Jolla
1 IT. UR
M
2 x 4
SDXL, DXLZA,
2x4-8%;
or dedc:l a' har j&s
Exposed Gr1d Syslem
M" 7XLA
Incandescent type,
24 to 30" a,c.
end Lay -In Panels
Cr1/2" diam.
or Hambro System
6202
2he.R;
RR -4; fR 83
2 x 2:
DXI D><1 Z SMXL
Flumresrxnittype.
576 sq. b1
2-112 cmtcrete, Mew lalli
2D►,UR
FR-Xi;As1ofR;M
2x4;
20x48;
1('bar]oisfs24"ar3V"
20 x 60;
20 x 4w611U-24 6;
24x60
2 x 2 HD --12%;
Irrcartdeecenttype,
8.12" Gtdm.
GT03
................ ..............
2hr.R;
....................................................."...
FR'83;ASLo'FA;
2x2
..�........
Ol0 11)0T
��...--------
Fkmrescent-�-B,
----~.------...
254 In.
...
-....------------.._..................
2-1/2"canaele; Mew
2hr. Lgt
M
214;
2xft2000-16%
(576sq.1n.)
lath ofWckltl"barbiats
2hr. UFO
2GxG8
4csout>:entr/pe,
24"m.c_or Hambro system,
6-12"dlam.-1,4%
W6x12 orW8x10heam
__....._......_...---^—
0204
2 hf R 2 tIG1q;;
— .. '
F!i B3' FA 4; M;
24 x 24 to
.....
DxL MOA, OXI.Z,
..... ... ..........�...............
Fluore=rlt t
.... ........,.............
113 kL
....--.--........ ..... —
2.121 wtaere: Metal lath or
2 he URB
FR-Xl; Asbu- iL
30x G0
SDXL, DXI_Zk
24 x 24:24x46;
(576 sq. 10
deck 10" bar )olsts 30" a.c.;
(GR 11
SDXIA
24 x 60; 24%;
W6 x 12 bcarn
2x2HD;
tncandescenttype,
G'12"dlam.
.............................................................................
6205
3 hf R,
FR•83; FR•X1;
— •--- ----- ....
2 x Z:
-----------------
DXLT, DX, DXI Z
-----------------.....
-- -
Fluoreacmm type,
- --------- ..--•--
576 sq. in,
------ .. .......,......,............
3-1/2' cuwete (311f)
3 hr DR.
FC -tib:
2 x 4
SDXI., DXLA,: DXLA,
20-24% 4-24%
2-1/2" dorltrats (2 hr..)
3 hr. IN
1511-4
RUA. DXLTZ,
Inamdastentt}Ae.
8" btr)alsls, 72" p,c,
Astro -FR
MTA, D)UZA
6-I/2"'dlam.
(2 hr, rating)
1 D' bur )dsta 4a" o.c.
(3 hr, raft
MAR-03-2009(TUE) 15:33 GOLDEN URLLEY SUPPLY P.003/013
_............................................................
...................
..-•-----•-------•------------------------------
---------------------------------------------
-------
--......
-.............................
................
_..
SusAtanslon Cellhtg Designs
FloartWkV 0-1gns-
Cmcnms and Sive!Joists
Etposed GW System
and t." Paneis
1= 01004)
309
UL
Dealgrr
No.
Aaasmbly
Rating
{Maxlmtan)
Approved Ceiling
711e3lPaaete
Tile/
Panel
Shea
Suapefuhn
Sireterq
Mu"umft.31=
%Celit"Area
DuctAreaper
100sq,Pt.D1
CelingArea
AnomblyConaumcdon
umift
G211
3 hr, fh,
FR -83; FR -4;
2x2:
DXL, MA, DXZ
Fluorescent type,
113 sp. In.
3' connate: Metal lath;
2hr, A;2tx,un;
3 hr. UR
FR -X7; FC -B;
2 x 4
ALA. SDI SOXI,A
2 x 4-16%
10" bar lolsts 24" mc.
Astro -FR
Asrro-FR; M
b-112"' dim.
_.........................................
„ x z;
G213
.............. ...
3 hr. R; 3 hr. illi;
............................. ......."..
FR -4; FR -e3; M
......
2x4;
....... ..................................
M DXLZ.ML
...-__..........
Ftuarwcant typo,
... ---............ -.............
154 aq. In.
....................... .,,.,,„„
3-112' cmx.7ete: metal lath
3 I URB; 2 Ix, R;
FRAI; FC -CB
2 x 2
2 x,&-24%;
Or dock 10' bar o sts 24.OM4
21r. UR; 2 hr. URB
0 or 1-121rr1
Fluorescent type,
...................
57 so. in,
iwarndoscenttype,
W6 x 12 beam
1-112 hr. R;
Amro-F1i
deck; l0' bar joRly 24' o,c-;
8-1y2"dlam.
Incandescent type,
1.112 M: UR;
6-1 /2" dlam-
--
1-1/211119;1 hr R;
M DAA WIL2,
Fluorewent type,
i13sq. �,...,..............
.................. - .... -... -
2" Wkft unds; Floor b pprtg
2 x 4
DXLZA, SDXL,
1 hr. UR;1 hr: URD
mbdi-; 10* twrjWs 48' b,C.,
SnXLA, 7Jtl A
---------------
G215
------------ ----------------
2itR;
------ ,....... ...... _
FR -P3; FR -4:
...... ... --...............................
2x2'
MD)QZ$DxL
FlivewoMiype,
154sp,ln,
2.12"cancratu;
2tx;UR:
FR-X1;Astm-FA;
2x4;
20 x 4a,160-24%;
Matallath; 10'barbiSts
SDXLA 7iD A
2 tr- URB
M
2p x 60
2 x 2 HID -2'K;
D)tl„ DXLA, nXLH,
24' 0.c. Or Hambro system;
57 sq, m.
2 hr. I.M
D>Q.Z, SDM MA
Inastduscunt typa,
W10 x 21 heam
0222
2 hr, fi: 2 hr. UR;
FGCB
6-1/2"dlam,
21x. URB
2-i /2' coruvW; Steel de*
----------
G2127
---- ....................
^_ hr. R:
........ - -------------
FR -93; Astto-FR;
..............
Fluor=nttype,.
2hLUR;
M
---------- — ---
AP-1:FR-83
3 hr. URE
DXt?-snot,SULA
0228
2hr, A;2tx,un;
..........................
APAP -3
rFFX1:AP-2;
2 hr. LFS
M30 1 2 hr. R:2 tx UR I FR -83: FR -x1
2 hr. LM Astro-rR; M
G231 2 hr, R; 2hr, Uf$
3 hr. URD
We FR -83
rc-CB
AP -1; FR -e$
2 x 2
MT, DXL17,
6-1/2"dlam,
113 sZ In.
2-i /2' coruvW; Steel de*
...
......... ...................................................................
2x2
DX1,0XLA,DXLH,
..............
Fluor=nttype,.
..........�
57sq. Il.
--- --- -.-�.
2-12'cmcr@Ie;Metallath;
---------- — ---
AP-1:FR-83
---•-• ----
2x2
DXt?-snot,SULA
2x4-12%;
.......................
113eq.1n.
10'1b3rj0I=24"O.C.;
rFFX1:AP-2;
Mmite
lncmdevCenttype,
WBx24beem6-1/2'dlam.
Astro -FR
b-112"' dim.
_.........................................
„ x z;
DXL, XZ ,'0XL
.....................................................
Fluorescerx type,
57 sq. In.
...................•--•----•-----------
2.12” corx mio; Metal lath or
2 x 4
2 x 4-16%
daclq 1Q' bar lol= 24" o.r- or
IlarnbMSr;dcm;W8x31 beam
2 x 2
WL UXIY, SIM
Fluorescent type,
...................
57 so. in,
I. ..... -----........ ............. .
2.12" cormto: Metal lath or
2 x 2-12%:
deck; l0' bar joRly 24' o,c-;
Incandescent type,
WB x 31 beam
6-1 /2" dlam-
--
-•.....................................................................•...
2x 2:
M DAA WIL2,
Fluorewent type,
i13sq. �,...,..............
.................. - .... -... -
2" Wkft unds; Floor b pprtg
2 x 4
DXLZA, SDXL,
2 x 4--16%
mbdi-; 10* twrjWs 48' b,C.,
SnXLA, 7Jtl A
Wax 31 beam
p4 x 24 tb
bXl, bXLA. DXLT,
t.............
Fluorescen..type,
'5"7"',.,.,...........2-1,1'
57 sq,,. ht..12'
---m----- - ....,..
xret---e;--Meal lath or
30 x GO
SDXI• DXLZA,
2x4-16%
deck; 8" bar 101M 24• o.c.;
SDXLA 7iD A
WB x 31 beam
2 x 4
D)tl„ DXLA, nXLH,
...............................•--------
F3tnrtrscrxtt typo,
57 sq, m.
--- --,/,z -V-', -Ir'' ,,... L'ii,,....,
2-1/2" COnGe1tY, Metal t<1m;
D>Q.Z, SDM MA
2x4-16%;
1 D' bar joists 24" u-;
I1=v dc=A typu,
W8 x 31 beam
m...........................................................................................
6 11Z clam.
............. _.................. ..... ..
AP -1; FR -e$
2 x 2
MT, DXL17,
Fkaescent We,
113 sZ In.
2-i /2' coruvW; Steel de*
FR -X1; AP -Z j6R•1j
ILT edge
DXLTA, DXLTZA
2 x 4-24%
8' barjolsts 24" O.C.
---------- — ---
AP-1:FR-83
---•-• ----
2x2
-........ ....................
DxV
.... ...........................
RIVONeRilype,
.......................
113eq.1n.
............. ...... ................
2.12"cdncraltr,Simi dm:k:
rFFX1:AP-2;
Mmite
2x2-2496;
8"harjdats24"O.c
Astro -FR
Inoandsacanttype
GM 12 hr. H; 2 hr, U; 1374"FR-83:
2 he 11RB FPrX1
8.12" atom.
2 w $ SD, DXLT, DJQTA,..�-_. .Flucm>xardtypo, ..
ILT edge 0xt-17- DXLTZA 2 x 2-24%:
Irondemi tm
6-112" dram.
...............................
.................
1 i3 aq ln. 2-112'
Comte; Metal lam;
10' bar joists 24' O.C;
W8 x 35 beam
MAR-03-2009(TUE) 15:33 GOLDEN VALLEY SUPPLY P.004/013
Fire -Rated Ceiling Assemblies
&mpmdm Coling Dedgm
Ro MoIlWO DWwtw-
CorcrataAnd$MdJolats
Contcaled Grld System ondTile
UL Am -ably
D§Wvn Rating
Ra (tAarr n=)
GDo2 2 hr, It
2 hr. UR
G007 1 2 hr. R; 2 hr, UR;
2fx LJRB
......................................
Gtx19 2 he R; 2 rc 11R;
2 tx URB
G040 12 k]t
2hr. UR
4267 11-12 hr.R;
14/21rAI i
0268 13 hG R;
Ilj 3 he UR
3 hr. URS
Flocr/ eMeg DeslWa-
J201
2 tr. R
Precast and RM- bured
Generate
OudAreaper
1005q.FLof
celgng Area
2 h1r. UR
Famed GM Syzeanr and
12x12;
Z•rtzi=
La 4n Panels
.,
2-112"cancrata;Mmatloth;
AwtrsOcal teat
J202 .
2 hr, R;
2x 4-24%
2 hr.1JR
F1aadCefltng Dmdgoe-
WOodorCw WnntbnWood
and SbW Jakft AoambRaa
Fxp w CM System and
Layla Pwhgs
AAltroredCahlna
Twanftnete
Tge/
PSMI
Slzas
SwDenwon
System
I
MmdmumJaL3Lv
%GefflegAme
OudAreaper
1005q.FLof
celgng Area
AsaxsmblyConatructian
DataRa
FR -83
12x12;
Z•rtzi=
Flmnawant"%
5769q.In,
2-112"cancrata;Mmatloth;
AwtrsOcal teat
12 x 24
2x 4-24%
1 D"hsrlolsb 24"ac,
- .........................
FR ECt
..............................................
12 x 12;
Not a USG product
.....................................................
Fluoresctmt type,
10630111111
......__...—_.._ _.......__....
2.112"concref r. Mead tach;
12 x 24;
1 X4-16% or
10' bar)olets 24'o.C,;
24x24
2x4-24%,
W10x21 beam
....._..........._
FR -03
12x12
... _..-................
Dia,D)aZ,Ma,
Nmroacard type,
288 sq. b.
2-1/2"concrete; Memllath or
FR•83,FA•XT,2x2x3/4
Tg24X24
1DE,DT. M.PAT,
1114-12%
11 sq,
dedc;l0"bar*I[B24'o.c.:
Flnleh Retkq 17 min.
BPAIPAT,E•BPC)
2x4-16%
DXLTA, 000.T4
W6x3tboom
FR -83
12x12
6Z6r LA,
Fluorescentlypc,
113sq.kt.
- •-----•-----...-- ---
2.12"cancrato;Metallath:
DxzDXLZ)L
12x24
Z)QA,(DE,DI),
2x4^16%
1q'barjolsls24"o.c.;
DW, SDXL
6-1/2"dlam-0.5%
W1 D x 19 bewn
.......
FR-lS t; AP
.............. ..........--------------
2 x 2
N3., OD0.Z SOXL
-----------------------
FMmrawant Mm.
----------.....
113 sq. ln.
-2'-1- --,....... ,-......,...,.,,.,,
2-1 /2't�ricrete Slbel deck
AP -3. FR -X1:
Woodfkxx;2x10woadjdata
9237)
2 x 4--•24%
FR -1;M
0' bar Jirds 24" at;
M
1 x 4-16%;
hmndesewdtM.
8-1/2' diam,
3/4'AP 3
2 X-2
DXLZ, SDXL
- ..............
'F-1-uwunt typc,
---
57 sq. in
---•------------------------------..
2.58" co ncrete; Metal Lath;
2X4-12%
10" bar joist^ 21r o c.;
U=ndcs A[go,
W8x31 beam
6-1/2'dlam.
-FROM FRA M;
2 x 2:
M DxLT DxLZ.
ftrescent type,
578 so, M.
2.12" amcrulo Moor wl0r 6'
FR•X1;AP;AP-1;
2x4;
&M_DXUA
2x4-24%:
cancramafama
AP -3
2ox6n
SMA Ma,
Inmridescent type,
DXLTA, DXLTZA
1112' diem.
.......�.................
FR -53; FR41:
-........
2 x 2•
....... I ----- - ----- ------
DXL DXLT, DXlZ
- .......
Fkrrralant type,
57 aq.ln,
Precast concrete; 2'deck-
MAP-tAPL2;
2 x 4
SDXL, DXLTZ, DXL
2 x 4-14%;
Slants 4' O.C.
AP -3
DXLZ,SDXL
k=ndescanttype,
8-12" dlarn.
L202
t hr UR;
FR -03; M-4;
2x2;
DXL, DXLZ, SDXL
Ruaeacent type,
11 o aq. lm
Wood floor 2 x 14 wood
RIM Ragrg: 15 min.
M: FR -X1;
2x4;
AwtrsOcal teat
20 x 40/80 or
kkts 10' O.C.
AM -M
20 a tt0;
DAT, DX -TA,
2 x 4--1G%:
24x80
MTZ
kx;andescenttype,
6-12" dianr.-•-1%
L2D6
1 ht UR'
FR•83,FA•XT,2x2x3/4
D)a-DXLA DXLT,
Flrmrmcerrttype,
11 sq,
WOodtloor;2x10wood
Flnleh Retkq 17 min.
M: FGtB
2 x 4
DXLTA, 000.T4
2 x 4---0%;
joSls 1 (7 O.P.
DxzDXLZ)L
Incandescent type.
SOXL,SDXLA
6-1/2"dlam-0.5%
----
L211
- ..... .. ........
2frl1R
..........................................................................'La
FRd;Fq li3
2X�i
bW(tadrywalll,
-e'i...........................................-
fltxxcscpl[typa,
576 sq ln.
Woodfkxx;2x10woadjdata
9237)
FM Ratko , 75 min,
FR -1;M
DXL, DAA. SDXL.
1 x 4-16%;
16' o,c.;12' FFCMM G
DXLZ,SDXILA, 2 x 2-20%; Gypsum Panel CaMng w/6'
DIA (far panels) 2 x 4-24%; tlbarp = Instllatlal
Irairi scent type,
G-1/Ydlam.
..............--
........................_........,..................... ....... .... --- ---- - -......---------.-...;.-_..,.. .........,
L212 1hr, LIR; M-4 2x2, WILCXZ,SDXL Fhnmacadtype, 576 sill. In.. Wood tlaor2x10wood
PM FkM RatYtgt 17 mtn, 2x4 1 x 4-12%; Linear air Os 18'o,c; Panels bock
2x2 -1G%; tatrxns Paneb hwWaeded
2 x 4-24%; w16, tlbefulass
krcatxlesanttyp:,
6.12'dlam.
310
MRR-03-2009(TUE) 15:34 GOLDEN VALLEY SUPPLY P.005/013
............. --...... ------------.......................".--•._.,.....................................................................................................................,.,.................................
Suspension Cuing Designs
311
UL
Onion
Me.
Amurtnbly
Baum
iMltAMUM)
Approtr d Co ing
Tlks/manets
TW
Panel
Stzes
Suspension
Systom
Maximum Mr. Size
% CR" Area
D=Area per
1004FLot
CalNtgAr■a
Assembty ConstnKoon
Detslia
Floor/Cdhng Designs-
L000
1 hr. UR;
FR -83
12 x 12;
W a USG product
Fkjmw rant typo,
81 tW- In-,
Wood fleet; 2 110 wood
Woad orComhlnatlanWood
RnfshRMM:t2ptln.
12x24
12x48;2Dx48;
Linear&
foistE161mc
9nd:3W Jvfsa Assentb2M
2D x GD --14%
recons
Conmulad Grill Sya>am andTlle
RootMoRM Designs
P201
1 hC Ik 1 hr. UR;
FR -ex
2 x 4
M, MMA. Da A.
We
None
Slual dock 314" Wmdation:
Exposed Grid System
1hr. LRB
FR-Xt-.M
DXL2.SDXL•DXLZA,
10'borloft84"o.c.:
and Lapin Perroh
SDXLA
WS x 17 beam
............1........................................
P202
1 hr, 134 314 hr. UR;
.. .................._........---
FR -B3.
2 x 4
ML DXLZ SDXL
11.. -- ---------- - --------------------------
Fhxxeacem type
-
57 sq- in.
-1----1 ..... ............. ...............
Steel deck l' Irtsldation;
1 hr, URB
FR -X1; M
2 x 4-16%
8' Qar jo6f5 48" a, C.
P20;1
..... ................. ............
314 hr. R; 3/4 hr UR;
... ......... .................
FR"63;M;
.... ............
2x4
.......... ... ............ -..
t11B.,LXLZSOXL
- ...... --------------------.......................
Raorescentiype,
113sq-In-
....... - ------------------- .............
Steel deck 1' to 2'lruuj M
314 hr. LRB
FR -X1
2x4--24%
0"b3rjo%80'o,c.
P219
.......................................
2 hr. R;
3/a' FR B t; FR lI1
........
2 x 4
......................................................
Dl0 , W0 Z S170Q
... 1..1.1.11,11111.1.1
RuoresceM typo,
.....
110 sp. In.,
1.11..----1111. .......... -............
2' planks: Insuldw:
2hr.'U
2x4-16%;
1a" barlolsts Da' a.c,
Inrando=ni typo.
P214
thr.R:— ---
3WFH-l9...
2x2;
dXL,DMlZ,SOL
Fluorescenitype,
57sq, In.
Slceldeck 3/4"lol5AG"
1 lW.tF4
2x4
2 x 4-1 G%:
kteulatlen:1 it barlolcts
1 hr.lilB
4xande.,centtype,
72a.C.
G•1/2" diem -1 9L
_............_�............
P230
_........
1.1/2 hr. R;
... -- - - -
FR-4:FR-83:
--......
2x2:
-........... _ • •
DXI DXLA.MR,,
- ...............
Pvm%tmttype,
... ................ ..........,........
255sq. In.
.................... ...,..,
Urdlmltedlnsulallon;Gypsum
1-1/2 hr. (Kt;
FR -xi; M;
2x4;
DXLt, DXLTA, DXLTZ:
2 x 4-24%;
1578 sq. In.
perm or Du orx° on steel
1.1a U t1RB
APO hr, txtly): AP -3:
2O x G8
DXLZ• DXLZIk SDXL•
ktrandescent type,
for 1 M.)
d* 10" bar 1da13 72' o,c,:
AM -R; Metal Pas
SIxLA, 2AA
8-12" dlam.;
8 x 12 txmm
2X24D
P235
1 he R:
81-83;
2x4;
M waz i
Fluorescein sYpe,
144 Cq.ln,
Faxtteo plastic ir�ulakal;
1 hr. (1R
rR-X1; M
2 x 4
2x4-1 G%
Gypsum penele: Steel deck,
1 hr. URB
10"barpiZ72'ac.;
WB x 15 beam
.........................................
P237
2 hr. R.
FR4: FR -B3;
-
2 x 4
.......... -..... -- ..............
DGL Par drywall)
-- --- 11---
Fkmraecetn type.
------------------
144 sq.lrn
..-..........................,.........
Unlimited Inti eft
2hr.M
FR-XI;M
DA, DXLA,VXZ,
1x4-16%;
Linear
Stool dad;
2 h► LM
DXLZA, SDl(L.
2 x 2-20%:
robin a
e" parjolsl9 72' ox.;
SOU.dor panels),
2 x 4--24%;
12" FK= C GyMuun Panel
ZMA,
ktcmxW=nttype.
CaBhgwM'f4wU466
6-12' diem.
frwauon
trrJa
......................................................:
1nrR
FR.a
...................................
zXz
Do¢.o1az,�
_ ..; ...
Flktll'Crtglt
�............to.
57asaln,
;._._-.ikwL woId1-,•
rmrlrme la1lat Steel deck
1111 UFt;
2x4
1 x 4-12%;
B' barlolst.^, 48"b,c.;
1 bcURB
W-16%;
2 114--24%;
hlodtd =1I typo,
6-1/z'dlem.
P241
2 hr. R;
: —
R14: FR -83•
2 x 4
-• •• �...........
DW (tnr drying),
...............................
Fkraerxxirtt type,
.................................
576 sq, In,
...............1............
Instdailrtp camcete;
2 hr, UR
FR -x1; M
ZXA, 0X1, 0XZ,
1 x4-10%;
Stual dock.
SOJA DXLZA. SOXL
2 x 2-20%:
10' barj0IM 72' o.c.;
(tor panels)
2 x 4-24%;
12' Fs = C Gypsum Panel
lnrandascem tips.
Gelling w/6' Illmlass
6-1/2'dlam.
Instxauon
311
MAR-03-2009(TUE) 15:34 GOLDEN VALLEY SUPPLY
Fire -Rated Ceffing Assemblies
-
g
................-......................
.............,....
............,..."................................,..................."",......
Sltspeltslon Gelling Desins
Reof/Calling Bealgns
Exposed Grid System
and Lay -in Panels
(cameo
P. 006/013
UL
naelg,
R0.
Assembly
Rating
(Maxlmmul
AW-WCeUlne
7111a/Paneta
7901
Panel
sizes
1 Suspat 1011
sptem
MaxlnluFFIRL lra
%Coiling Arm
000Areaper
100 Sq. FL of
Calling Am
AeaemblyComtructfon
Deralte
P245
1 hr. R:
FR -4
2X2;
D)L DXtZ, `.,IX
Rtwresce t type,
576 sa. In.
3/4' Insulatlon over T mdo.
F2W
t hr. LIR
2 x 4
1 x 4--12%;
Voda; 14' barjalats 84' o.c.;
2x2-16%;
W4Vpanefsback,lo- ed
2 x 4--24%;
vrl G" mxgInss
Incandescent type,
G-10 dlam.
... ... ...... ...—.....
P24G
--- --------- .
1 hr. It
... —............. -... ...
FR -a3;
2x2;
DXL, DXLZ, SDXL
Fkwreseent type,
576 sq, ln,
Insul;vIng concrete over
I nr m
rR-X1; M
2x4;
2 x 2-20%;
foamed p; wW; Stoll dwJr:
1 hr.URB
20x60
2x4-24%;
8"hadolsts72"o.c.;
2 x 4 HID;
WG x 15 buum
Imandescentlype,
6.1 /2' diem.
P254
thr.R
314'FR-8;1
2x2
0)U
----------------I----•--•-
Ricreacerdtypo,
-------------------
113sq.In.
-------------._...-..--........,......
Unlimhedlnsuki*n;Gypsum
3/4 hr. LIN
R edge
2 x 2 or
wallboard; Sle l roof dock,
3/411r t1RB
2x4-24%:
10' bsrlalsts 41Y 10 72" o,c.
Incandescent type,
6-1/2" diam.
-
P25.5
- — - -- - .....--
1 hr. R;
---- ........ ---
FR -83
. • - --
2x2;
.
DA. D1M, OxLZ,
.................................................................................
Fttwrescent type,
57 sa. In.
Inmiatwm concrete over
1 hr.*
FR -X1; M
2 x 4
SDXL, DXLZA
2x4--246;
foamed plastic; Steel dada:
1 hr. URB
SMXLA
Incandescenttype,
tt'bar lolsts72'oz.:
6.1 r2' dlum.
W8 x 15 bourn
P257
.............
1 he. LR
......... ......... ..... ...............
FR -83
2x2,
- --
DXI. DXA DXLZ
......----
----------
Fltnrsaconttype.
------. ------.....
255 sq. in.
--------------..................
--..,
4-7/8' Imilatlon; Cypslxn
FR -XT; M
2 x 4
SDXL, WA. SDXLA
2 x 4---25%
walboard over stout du&,
7-1/4'steal't " jolats 24' o c.
-- ...........
P2G7
1 hr. It
-----....
FR -03•:
-- ......-
20; 2•
..........................................................................:..
D)L 11U, DW,,
Fltwrtts nt type,
576 sq. In,
......................................
t'to 2' Insula0on; Teel deck;
I11UA
m-X1;M;
2x4
DIXDX(Z,SOL
2x4-10%
B'barjdsm48'o.c.
1 hr. LFS
Metal pXm
DX Zk SDXLA
.............
P268
..•--•--...-.................
1-1 /2 fir, R;
..--- ... "................
3/4' FA -63;
I--..........
2.2
,,..............................,.,...,............,,................................................................_--------
OXI, WA, ZM A,
f hxxescent lype,
576 sq. In.
Metal root dock Ixatals; glass
1.12hr.LFL
50FR4
DXL7-50x1,
2x4-24%
tlborineuletion;steel roof
1-1/'2 k: URB
DXLZA SDXLA
purlins 6(' O.C.; eclihlg panels
ba111mdsd w/G'tlbor0lese
P2G0 -
-----
1.1 /2 hr. R;
F R-84•
-— ------
2x2;
------------------.......
B)a- D1QZ„ SUL
-.............,. ...-.....
F1rwreamt type,
-....._...-.....
255 sq, In.
-- .....................................
Insulatin0 comxeffe; Steel
1-1/21101l;
rR.X1; FR -4
2 x 4
2x4-24%;
deck;1 O'barjoists 48' ox
1-12 M. LIRE
bxx,r�eacent typo,
WS x 15 beam
312
MAR-03-2009(TUE) 15;35 GOLDEN VALLEY SUPPLY P.007/01
Rat Drywall CeH)ngs
Floortwir g
UL
Design
No.
Ataotetlb
Ratlnp'
Board
Thick.
tiWallboatd Cors
Type
Fhrhas sirs
(%ofPhQums)
Mss.
Duct Area
per log W
Assembly Canstrerctlan
UM03
Carr MU/Sted oeck
D501
2 hr•R
518"
StatIk a Fsv:cuz C
WA
N/A
Min. 2' Itwt. cone" on Mkt, W6x17
FloorsDrer octal Baarns
1-1/2 hr -(1A
beams
2 hr-UBR
-
17502
.........................
2 hr -R & 11R
- -
5/8'
- -..._-_..,.-............,.............,..,...............•.•..........
SwFpw Fwcane C
294
.... ...,.......,.........-...............,,......,.................._..........
144 sq. In.
Min. 2-12" normal wL corlciekr lopping an
2hr-LIDR
1P•X2.1PC•AR &WRC
(24%)
Min.W8Y28hemns
b503
`._�.
2 hr•R & 11R
-
r
a18'
--.................................-
SHEt w,a FKwcom C
•.....
6'dla, Incandme91
_......_.........-
WA
......•..- ............................................... ._
Min, 2-1/2" normal wL concrete al 2' Sled
2 hr-LIBR
4 per 100 sq. It
deck at min. W 13x19 beams .
CancroteIDlaanded
(3523
2 Ir•R & I.Ft
we.
FA"mix x Ftm= C
2)(4
144 sq. In.
Mkt. 2-112' normal wl. concrete toppklp on
Latif Floota Oren
3 hr -1,1812
1P -X2
124%)
Mil. 0,12 jo :L, and W10tx21 beams
SteelJotsts and Sums
-
-
----------
------- ---------------------- ............._.-I"................
G524
2 hr•R & uR
12'
Smnti= Fm:mm C
WA
113 sq. In.
Mit. 2-3(4' or 2-1/2' It wt. or normal wt.
2 hr4JRR
i P -X2. 1 PC -AR & WRC
concrete tomilo on min. B' at 10' Hambro
Joists, rsspectivnly, and min. WUY24 beams
0525
..............�...
2 hr -R & UR
f_....-.-....
so
... ............... --... ................
Ssrrn= Fwmit C
...... ................. --
WA
•- .................
113 sq, IN
.. ----................,..........,.....,..,....,......
Mkt, 3-1 /2" or 3.1/4" normal wt. Concrets
2 "DR
tapping on Mn. B' or 10' Hambro Jalate,
iMape IMIly, and Wo24 beams
............
0526
-...... ----.------
2 hr -R A UR
------- -
112'
-•...................................................................................................................
C#FF taax FKCbnr C
2s4
57 3111.1111
........_------------
Min. normal wt. cwtcrele topping an
2 hFUBR
{25%)
Mir.8d2 Joists and W I U Q1 bmms
6527
......._......--
2 hr -R & UR
-- ...........
1/2'
.. ..----------- - • -�-. ..,....
St+Enaox Fffmw C
... .........
WA
WA
......... ,......... ,,.,.,...................... ,...............
Min. 2-11r n mla) wt. concrete tappurg ut
$ tw-UDR
1 P -X2 & IPC -AR
Mil. &12 jomis and W1 0x21 beams
..................................
G62o
1.1/2 hr -R & UR
..........................
112"
..........._.....----.........----••----------•---------•-----
SI¢7tmoc r aC'N" C
WA
WA
-•--------------------- ------------ ................. _
Mkt- 2-112" ramal wt concrete Wvpkm an
Min. 10,12 Joist;
0528
..
2 hrii & lM(
....................................................
12"
&4I1iroClt Ru= C
20
57 sq In
- - —--.-........................
Mil. 2.12" normal wt or Itwt carinate
2 or 3 hr-11BR
(24%)
tow4v an Min. 10J2lc9s; and W8n24 Warns
,.,,,•.....................................
3 hr & UR
112"
........................�.........� .
Satt:trCgat FKLIIOE C
-....,..................
ZK4
.........._............._....._.........,..,.A.,,.,.,.,,
57 eq kl
Mln.3.1/4" rortllal wl. t�rxrale In
3IV-UBR
(24%)
on Min. 11W joists and WUY24 beams
_........ .............
3 hhR & UR
518
.......,..........,.........•......,,.,.......,.•....,.........•........•
StaErrntsx FsCrrinF C
2s4
,..,,.,......,,.,........................•......._.-..---....-
ST gq kt
............ ..,...
Min. 2 3+a rtama1 wt. cancrele lopping
3 hr-UBR
(24%)
on Mit.10.12 joists and W8Y24 beams
&u i
211hR&UR
.......
12
....... ........... ....r......_
tillli61M Fm=E C
1111
144 sq. in.
............ ... ...... ........... .......................
Min. 3-114' normal wt. concrete
2 tr-OR
(1%)
MIn.6' D5()0 stool joist
1 hr--RdIR
SB"
- - -- — -
Ststmoac Fa+tctx>L
_ -- .
i K7
1-44- -sq.----In.-- -
M ---- -----no•----..-wt_...,canxsata ..ncra........................
it 2.12" mrd
(I%)
Min, 6' DWO or D510 steel )061
_......—
0541
_.._..-........_
t tr-t&UR
518'
-._._.........................,....,.....................,............•..,.,...-.........,.......,,..,..........
SfR111 ox FtWW C
2K4
113 sq, In.
............ ;------ -
Min. 3.12" normal wt. controls
(24%)
Mtn. 7-/16'-desp,18-ga.
steel C -Joists
lvdfi
.................�
1 K RaUR
518'
.................,............,.................................,.........................,................_...---------------
Snlffnloctr F oo[ C
WA
WA
......................
MkL 27 normal that. Concrete
1 hr -um
%ht -gauge steel truce
6547
2 hr -R&B
112'
_ ......... .. .......
Srtrrinoox Ftp C
....................................................
2r4
114 Sq, IN
.......................................... —._..- ..
W. 2-12' normal wt. coricrota
(24%)
Min, 8.12 or 10101 sinal Joists
TW
5/8"
91¢11tl6c FprbYrE C
2x4
1 t4 a kn.
Mlf I t 3' mmma) WL Ca Mje
3 hr-UBR
(24%)
MIN Gn or 10K1 Sim joists
G551
1 Ilr i
516'
9m�lrmtic (7aLe0E C
WA
WA
1" Lftl ocl ,sled do&, 9-1/4' deep steal
aro or
r jalsts 8124' o.C.. 3-12" Vt4lafi n.
two layers
AC tr 0 24' o,c.
313
MAR-03-2009(TUE) 15;35 GOLDEN VALLEY SUPPLY P. 008101:3
Fire -Rated Ceiling Assemblies
---------------------------....................................._....._..................................._............................_................._.................................
FW Irl( Cenin)
FbodCe111n0
UL
I As—lbly
hoard
Wdboard Caro
RXMM Shm
max.
Aeeetahly Bontructlon
Oes19n
ftaft*
DIOL
Type
(% of Phmaaa)
D= Am
n.reea
Na.
I
per 100 sf
PtvaW Cottctab Floors
J502
2 ts-11 & UR
518"
S+� FFUMM C
NA
NA
Min. 2' normal wt, concrete sbb
3 tx-R & UR
5/9'
Slu muox Fnialm C
NA
NA
thin. 2.314' rwrmal wt. concrete slab
Wood JOtsts
L211
2 hr -UR
117
SHFFenrx Fwrxm C
1x4 (12%)
570 sq, In,.
T 4. G or plywood (see 9 ahematives) over
75 min 1Mllsh rating
2x2 013%)
subitaar oil 200 joists 01 G' oc, plus
2X4 (24%)
P23r calling cont.
21•x48• (20%)
L502
.....................-------
1 tM l!R
12'
------------------------------------.......-
Sxrtuaoc f C
----- ....... 1-1...."
NTA
................
WA
---------------------------.....................
T& 0 or plywood (see 14 altemath+es)
22 rain *10 rating
2P-X2.1PC-AR, & WRC
over subnoor on 2x10 joists 016' o.c.
L500
1 hr UR
1111....111..1.........-----
518'
......... . ........ —......
9a1 nmhr Frame C
- ....... ......... -...
WA
....................
WA
............... ........--......---........ .......,.,....,....
T & 0 or plywood on 4x10 or
29 min finish nft
1 P -X1, 2P -X2, 2PC-AR. SCT(,
DBL 2X10 jo 0
SYX, & WRX
Wood JoM
L513
1 hr -UR
518'
Si� F*am C
WA
WA
WT &G w1 adhesive on 2x1 V Joists
20 min T MM rating
0 24' o.c_ drywall battens st jdms
(see 15 alfilwUues)
...........................
L515
.........................................................................................
1 hr -w
1z
Snanpac Frtteooe C
WA
.........................................................
WA
................
T & G over akfloorinp on 2x10
21 min finish rating
21`42, IPC -AR, & WRC
}Diets 91; 16' o c. (sae P ahamath%
LS2q
1 hr -U
S1$"
-----•...._ ...............................
&NrffmLlt Fmmoe C
......................................................ono
WA
100 54 n,
n................."" ....,..,. ........... ............
FIrIBh Orel510" 'p6wood..
21-mh
on 200jobb 0 1 G' o.c. max.
grdsh m"
-- ...... -..................................................
1525
_1 hr�1R
12
Sk¢[ M Facaa C
.....................................................................................,...........-----
2x4
57 sq. in.
T & G of plywood o" subnoarfng on 201
21 rnin finish ndng
or 519'
(2411)
jots Mj 16' a.c.(see 12 arlew es)
--
L52G
-- ...---•--....--
1 hr -UR
- - -
5J8'
- --...--.. ..............................................................................................................................................
$rte Fwmm C
2x4
1
G or plywood rarer on 2x1 0 Wst
22 min 11nish raring
1P•X2,1 PEAR, & WRC
124%)
(aoe 10 ahomuli s)
PryNroOd who
L521
1 hM1u
518'
Saf_rimcr Fmcom C
WA
324 sq, In,
Finish floor over plywood subtlopr
Wood Tiros
25 -min,
on min.1 B"•deep wood truss
rlttiSh rannp 118
24' D.C. nrex.
L5291
...
hr4JR
...............
519'
.......................
g+rFinaa FWWW C
................................
2X4
................................
57 .. In.
......................,...........
T & G Wood Jim or RWt InsulatinQconemic:
22 min brash raUnp
1 P•X2, 2PG-AR
(24%)
over subffooring {sou 1 G alto rnaiff a)
on tn)6808 94 24' oc. max
--------------
L550
- ---•..........................................................................................................................................................................................-------
1 ha -LI
W
Slummc Frlem C
WA
380 sq, n.
Fini9h poor overT&G plywood
23-mitL
subiloor an mn.-i B' deep wood
end ung
true 0 24' o.c. max.
Plywood rrkh
LS24
i tr R&UR
ill
Gimit a Frdeoot C
WA
WA
Finish poor over plywood
Wd G,rol is
two
ctlbflocr on min. r -deep
rrLl0tr -Uul a
steal C•jalst
raw7111as
................
...................W........
-� 1
111.. --- - - -
- ...._....._
.. - - - --
- - -
L548
1 MR&UR
519'
S ikoN Fff me C
WA
WA
70 T&t1 plywood on min,
two
11.313'•deM 16-W. sleel
tows
truss 0 24' o.c. max.
.....................................�...
L540
T twR6lii
------
5!8"
------- -11_1_1..-- -......-.-..........._-------.�..-._.-......................................-.,.-,.-........
Smvnx Fra = C
WA
WA
Finish flaorover 23132' DIYr+oad..,....,....,,.......
on lwdl)auoe reel (moos
2b 48' o.o. mac
. ... . •.��.
1551
�...-- —
1 hhR6lIR
- ...
,r9'
---1111. ..
sraE,rnar Fr¢cmr C
WA
WA
Ante tlmrcver =2' plywood
W Fpht-gaupe sleet lavas
® 48' ac. marc.
314
MRR-03-2009(TUE) 15:36 GOLDEN VALLEY SUPPLY P.009/01:3
Flat Drywall Celllnps
floor/Calp"
MIN lam
Sud Welds
or tiW1t-Bauoe
Siad Ttuas
iconllnuem
FWfAMM Para B Wo
Sad "Wsa
315
UL
Daalgn
No.
AsmW
ftdV*
I
801rd
M*k
WaM=rd Core
Type
FMM Slee
l%ofnor")
MV_
Duct Arse
per 100 at
JAWMWQtldSlmHon
Palau
L552
t hr•RMR
W
Smk mrn Fv*c mE C
WA
WA
Hnhdr poor War 23132' py roW
on tight -pupa stool hussos
as Or o.c. max.
LC ,3
1 lr-RBUR
5/g•
................................................,.......
$x�rnop� Frxtax�E C
.....
WA
...............,
WA
.......................ver .__.......--. ------------
Finian floor o23f32" plywood
on I* -gauge emel trusses
Qa 48'o.c. nm
.................•---.",...................
L556
1hr,-A&UR
.. __..........
5fir
.........
SicampcF1i[=C
- ....
WA
.......... _.... _
WA
...... _........ .......... ........p��......�
FnWiHour over23/d2
on light -supe sled V=m
0 411" o c. mss.
......
L5G0
-.-.-..-.....---- -
1 hr-BSIIR
--
sw
..— .............._-.... _.........
Sra www F� C
- ........................
WA
,...._.......
WA
. .........--......................dfwood......
Finish Wer 23132'
sax
dl 4ht-0muga amel husaes
0 48' o c. max.
-------
L563
. ........ _...............................................................................
1 hr -UR
518'
Snm►mac Fa =K C
.............................
WA
....................
256 sq. In.
................... ..... .......�_.. ---
Wood WX 2x4 open4voh
wood hues 0 24' O.C.
.........
L569
----•---...-..._...
1 hr -M
............................._......................
Sib'
&ai me Fsam C
.......................
WA
,.......................
WA
,........ ,......,...I....,..........,
Wood boor 2x10 woos oe s
C 1G'or 24` or_
when hatterm Inem71 are used.
_.................................................................................................................................................-.
1570
1 hr UR
12"
Sram Tnr= C
WA
WA
.._"..---•-----------........_..
Wood Hoar, 9.12" -deep wood I DIM
135355
1-1n 8 2 hr UR
Sl8•
S mmm FsFinlC
---
G.ri38 '
........ —.,-....r.. ......
2 hr LIR
............................................................................................................................................
518"
S uum Fm me C
� .---
loo layers
Ctii5G
---...... - --
i -12 8 2 fr llrt
- ......_...
518'
-- --..� - •- __.............
SrfEtrooc FwatxrE C
..........................................................................................
T..........
0557
-r...................
2 hr UR
..........................................................................
5B"
Srrrllraar Fa�ooa C
.................
..........................................
.. —_......--------- -
two wpm
----------
GLOB
--- ....................
1 hrR& UR
,.....................................,..,...........,.,......................................................................
SAY
SrnEmooc Frr m C
—..........__
0582
r..................................
2 hr R 8 UR
Mr
...............................................
Stimmoac Rum C
........................................................................
_ --- -
two myna
• R = mahalned rating
UR - urem*. td Wn6
Il6R = unmdmkwd beam rding
MAR-03-2009(TUE) 15;36 GOLOEN VALLEY SUPPLY P.010101:3
Fire -Rated Ceiling Assemblies
Fiat Drywan Suapesion Collings
FlNOWIng
UL
Assembly
Board
waUloard Careflatara
Site
Max
ABaamhly Ca nahvctlon
Dedpn
Munr
T GIL
type
I
f%ofFlxW"s)
DactArea
Dewls
per 100 st
Doullk Ce"
P237
2 -hr -H 8 UR
1/2'
SHLYTFa r Fw me C
1x4 (12%).
576 sq. In.
Rant system on steel roof dock. min, feller
RodAmmbRn
2-hr-UBR
22 (18%),
0113 or 10k1 Mn 9 7Y o.c. mom
2x4 (24%).
20'x4B' (24%1
P234
..........................
1.1211r -R & (Ai
............
12"
...... .............................................................................................................
9¢lkooc Fr+= C
1xA (12%),
576 sq, u..
-
Root corarinQ of yppsum concrete Quer
1-1 /2 WAR
2Q (16%),
USG form board, aubpurllns and 1233 Ioisis
2x4 (24%),
w/ wGx16 frown.
24' X40' (20%)
($41
.................................................................
2 nr-R & UR
12'
sirmotx FWMM C
.............."..,..,...1...............,,,,.,
10 (12%),
570 sq. In.
.......... ......,..,.,,....,,.,........ .... ..... ................
Roof mverft>4 over over Insulating concmte
2x2 (1 G%),
on stoat roof dedr and 1 Oda min )DWs 4P
20 (24%),
40" o.c.
249x469 r24%)
Mural and Mar
15501
1 and 2 hr -R & (R
519'
$r� Fff=l C
WA
N/A
Roof cwartr a gvar mWW and tlber bond
Board on BulkgnQ Units
2P•X2 8 2PC•AR
on building g of procas( concrete units,14J5
or Ptacoat canasta
JOW3 4D 48' o.c, max.
CAMM Plank,
P5DB
1.121r•R & tR
w
Sing= FYC= C
20
57 sq d
Roof covering avur min & fiber boards. an
11=16thm Bond
(24X)
Gypsum planks, subpurllrs and 12 H5
io sts 0411" ox. prix.
........--•--.
P50B
....._._.__._.....- -
1 hr -R d UR
--.......--
518'
--�....
---..- -- -- -
SrE nm FnsmE C
-- ........ ...... -.. --
2x4
-------..---........---.--.--.--..-----.----.--.._............................
144 sq M
..
Root cnverfng over min & fiber boards (m aM
2P-)(2,1 PC -AR. & WAC
(24%)
w wallboard., steel room dmk,10J4 )ods
(min) 04B' ma
[hauletlrrp
P071-12
M R
5/!d'
SfFmoar Fw-,m F C
20
57 sq In
Root cowering on topped plasdk InsulaWn.
Cam:rete
1 rd�UR
{24%)
Gypsum cont mrd form hoards. on subpudins
and I (W Joists (mfrs) 0 4'D.C.
.. ........................................
I°509
1 hHi & UR
..............................................................
5v&
max FRIM C
.........—................
2X4
.....................
144 Sq In
.........,......,..,........,,...,...................
Roos covering on 10.1mo,..d p.tas..pc.Ins W.atlon"
1 !If R
(24%)
Gypsum cons. mrd form boards. an subpudkre
and 14J4 JoIsM (min) 0 WO.C,
Cpm Pted Steel 04th
P51D
181 -1211r -R
12' d
SII¢7noCl( Foch[ C
20
57 sq>n
Rool Covering ova insulation (seB a1Q
N/Insulla ll Board or
& lR
518
(24%)
on gypsum wallboard steel root dock,
Foam PlaNdc Insuladc"
1034 (oats (rrl 0 72" o,c. now.
P513
1.1/2 hFR d lR
--�......
518'
_................................. -
SI[Lf lr6tl( Fe+ItOg[ C
...........-. ....-
2xA
.....
144 sq n
-F..........I"" ..."....--......----- ---
Roof mvarirg on kobdi g mncrets and
(241h)
foamed plastlt: over corruoed sleet deck,
10.14 stcul )fists C 413" a.c.
P51A
2 tw R & UR
518'
..._._...... --•---.................
Srnraaor Fenton C
.-........ -............. .
2x4
........ ..........
255 sq In
--------- .•--............_.---..................................
Roof coverhg ower lnBlllR* n (pep 9
(24%)
alternatives), Dyp. wallboard gild stcd dodk,
..............
8H3 atoel Joists 0 49" ax,
P516
.... ------- ....
1 hr -UR
---
518'
---..—._............ —... --
$ ffmotx FramoF C
............. —
NA
— - -•..
NA
.......... —------ --------..............."...................
foetal roof dock panele at Min, 0' deep
(2 daW.1
13•01•Z•511apW pudins 0 G4" mBx, glass fiber
lnsuiation between roof deck panels and steel
roar purlins, W-shaped boom
P5113
i hr R811R
72'
3"iNDOt Fe6w C
WA
WA
fimf cavarirtQ own steel dock m min.
1 hr -UB
two
min. U" -deep, 16 -Ga, steel G•)dsts
layers
0 24' a.c. max.
318
MRR-03-2009(TUE) 15:37 GOLDEN VALLEY SUPPLY
Rat Drywall Suspeslon Ceilings
P. 011/013
RafteilMtp
UL
Dwon
No.
Auemhlp
NaunD•
Board
TAlak
I WmMmrd Cors
TYR
Fixture Slue
I'% of Mures)
M
DMArea
PW log s1
I Asawobly Caosbuctlan
DMU
Fxronnred steal or
M15
1 hr4WA
5/8'
9ffmm Frkeot>E C
WA
N/A
Pool covering over mineral and noer board
Wood or Mol Tn=
two
an stool roof dock over steel mof trussas
klyels
G 40' 0.c, max.
.. �. ........
521
..............................
2 hr-R&UR
...........................................
W
�.., ......................
$/mamas FK= C
�.............,....
WA
..............., �..
WA
................................ ....------ -------.._.._.-'-
Roof COrorirtg aror foamed plastic kabdon•
two
pypeum walltmrd, steel deck on Ilpht-aquae
L%trS
stacl Ira45ns 0 40' DX- max.
..............
P522
-- ............... ........
1 hr -M
-----------
518'
-........... .................................
$*anent Fwimx C
---------------------------
N/A
....................
18G sq. In.
......... ............ ................................. .....,..,.
Rauf syemm over 151$2' plywood on wood
M= 0 24' O.C. o1uu.0 24' a.c_ max.
P523
1 hr -R&M
stir
..__..--- ...... - ....................
Sm1woc Fmcrur C
-- ....... _..... --
WA
--- —...
WA
....................................................... «..........
Roof system over 23P32" ply v l on
yGhl•GG>lGe steel tri= ® 48" ox. max.
P53
... .......... ......_._..........._
2 tw4WIR
....
so
...... .... - — -- - ._...__...
Simk oc R*= C
_...................
WA
--.1-1-1--1
WA
11 ...
Roof mombrano or metal rmf deck on
two
foamed phastic Insulatbn, D>nm* Brand
/ryas
Cement Board or gypsum wallboard Dear
MOW steel ON* on Ilpht-aaupe stool
trussas 0 4B' o.c. max.
P5213
---.......
1 lc-RBt1R
..... --
Sle
--- --_............. _.........
$moot F>fenw. C
—... _... _........
WA
....... ---.......
N/A
---........ --... .--...-........................................
Root eysram over 23!$2'plywood or steel
roof deck on lolvaugu stitol }massa
® 40' ac. max.
I'SZ7
«...................................«................................«........................:............
7-1RttF
518"
9u11=FIInmC
WA
«.............................,..........,...,.,...............................
WA
hoofCONerfnOarmetalro01QCGtOrI
RWR
loamad plastic Insulation, DtnooO Rrsrtd
Cement Board or gypsum wazoard ovrx'
comugalud stool dock on light -gauge steel
tniSM 0 48' O.C. max.
P52e
TWRSdbi
5/B
Slumaac Frccoo[ C
WA
WA
cool system ovcx 23x.0 pywGad or steel
roof deck on ngh -ganga steel trusses
0 40' o,c. max.
P529
...........................................
1.112 hr-
518'
Swcrndot Fish C
N/A
WA
---------------I------- ---------••----------
Rust Cavm'ing or metal root deck an
R11.11R
foamed plastic Insulilbn, DuK*k* Drano
CGlment Board or gypsum wallboard over
corrugated steel Cock an Ilaht-oauoe steel
trusses 0 48' a.c. max.
.�.�.........
Pym
.---........... —__.
1 hr-R&tFi
r._.___..
.dB'
.-----'
Su rtrsor vEcoaE C
WA
WA
Goof system over 23/32" {plywood or steel
roof deck on Ilpht-gauge slccl trussas
0 4B' ax- max_
— -•
P531
- ......«.. r — -
1 tw- uP
.-..- _..
Sir
^--..,.««....................««....................................
Sr'R:Taooc I munE C
WA
......... ..«
350 sq. In.
......«........
Roof system over 15132' plywood on wood
busses ® 24' ac. mux.
P534
1 hr -R&M
5J8'
Sraktwm Fig C
----- - ---- - ----- - --- ---- •-
WA
— ----- --
WA
................... -..................................... ........
Roof system aver 2313„'x" plywood or steel
coat deck on Ilaht-Gauge steel tru=
048'o,c max.
317
MRR-03-2009(TUE) 15:37 GOLDEN VALLEY SUPPLY
Fire -Rated Ceiling Assemblies
P. 0121013
RDWXMMO
UL
Deslon
Ma
Atwetably
Rallff+
Board
TMClL
WW&mrd Core
I)m
fbtsme She
(% of Brisu s)
MML
Dual Ares
lW 1DD st
Aeeembly Cordon
OdWb
EngYresnd Stml or
11595
1 br-id,1)a
w
Swr FnEM C
WA
WA
Root wvenng or mala) roof deck over
Wood Rat Wm
minerd and fi6or bored Dr fmned plastic
(condrared)
Insulallon, Dime cement bmM or
gypsum wdboud war tight -gauge weal
trLmses a 4(r ox. m aK.
P596
2 twRSUR
5/B'
_......_.......
$IillNahr Fratmr C
-....._..----........_......_
WA
.....
WA
................ ......................._...-------------
Roof aorrkrg a rnatal raol deck m
two
foarneo pbdc Insubtlon. Dime emit
la)ara
bard or gypman wullboerd war mmrgated
steel deck on IW-Muge steel Imes
0 48' ox. max.
P537
1 tr RE11R
518
5r.rnmpc F mvm. C
WA
WA
Roof syctem ow 23W PW AYM or steel
rear dmk on lignt•gaup aural hm m
mmr-
313
MAR-03-2009(TUE) 15;38 GOLDEN VALLEY SUPPLY
No'Ees.......................-.... —... .—............... ---................................. .._........ ..,..,................................ ..................... ....,.......I..........
General Plates 1. Hangar wire should Ire hatted between the
main lee splice and the o pardon relief nahch and
ammdmurn48"o.0 arpertherequlremerdsof
the specific I.R. design.
2 -All BD"ctos& kxreare to hawr hrmgarwire$ at
their mldpolm.
3.Assemblles Bre lasiad with the me#W and Dd-
teda established in Standard UL 2B3, also known
as A2.1, ASTM Ell 19 and NFPA 251,
111-Aher mUorm R = Restrained assembly
(See UL Directory for details) UA = Unrestrained assembly
URB - Unrestrained beam
Fmecm Cast Panels
AP orAP•3 = Fi=r, Guu2m, $awx*-r
AP -1 or AP -2 a Fnosr, GLAcxn, &vourr
RaportComptlance LA. Rasea►cbReport Compllsrrce
Dam brand suspension syskms manuteotured
by U5C Intedors, lac. compty with one or more of the
following LA Roscamn Report numhere: 22179,
23;41,24095.
ICBG 2.244 and 1959 Researcb Reports
319
d, Hold-down dips are required when fkc•rated
hoard weighs 1888 Dian 1,01hiaq, h.
5. %Fixtures column Indicates 24" x 46" flxture
only, rug= noted. Chuck for suspension rutplre-
merits.
B. Sumo designs Partain to DXL Only, Canfeat UL
Rre Resistance Directory and revisions to confirm
all information Uslad in theta tablea,
7. MR and DILA are also listed by UL
FmEosoe Panel
FC -CB = SPO -NOCK Brand Lay -In Ceiling Panel
LlaaFLO
Foacooe Waler6Fefted Panels
AWM-FR =ASiHD QrMRX
PR -x1 � Emm L2av us. Mxirtm CLwA err
FR -83 = A,vm, Fwtm PEBBLED amiat,s, R mm,
RAw Q.am ts, R&w aata W High MrJEAC,
Ruhr Farr QnaR.ae, Tmxmuw
FR -4 = Rnout Ceramic a#APus
M = Cl EAa AODM Qrrr4PlLs
P. 013/013
8. DXL has been used In many other Inausiry lire
teoftard listed In reports such as the Nmkml
Evaluation Reports, for example, AR -148 and
NER-399 (wood hues OorWructlonsl.
— Check UL Designs. for deck options.