HomeMy WebLinkAboutBldg Permit 02-0365, HVAC 02-578, Plmbg 02-0797, Lawn Irrig 03-199, Fire 02-0866, Standpipe 02-851, Bldg, 02-365, Alarm
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CITY OF PRIOR LAKE
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( This Certificate,issu:d pursuant to the requirements of Section 307 of the Uniform Building Code certifying
that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior
Lake regulating building construction or use. For the following:
Use Classification
SINGLE 'FAMILY
Bldg. Permit No, 02-0365
Occupancy Type R3
Type Construction VN
Fire Zone N / A
Zoning District
PUD
Legal Description L3, BI, CREEKSIDE ESTATES
Owner of Building
Site Address 16535 TRANQUILITY COURT S. E.
Contractor's Name & Address LUMBER ONE-COLD SPRING, P.O. BOX 395, COLD SPRING, l'tN 56320
ROBERT D. HUTCHINS /. City Planner DON RYE
~I/ 5 ~~~~in~; Official Date: 1/ ! 4/0 S
Date:
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(. Y OF PRIOR LAKE BUILDING P~ l\1IT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
Date Rec' d
I. White File I PERMIT NO
2, Pink City '/}2' - 3/- 5
3. Yellow Applicant (./ ,~
ZONING (office use)
PVO
uR(
f" ~-
LEGAL DESCRIPTION (office use only)
LOT 3 BLOCK ADDITION
PID ~5 -..37, - 003-0
OWNER
(Name)
fA .-
~ CoLe.
c.l<r.f K_
~.f\... )'f e.
n.e.J/ELD PH t 1\tI
P
(Phone)
Cf{J.- V L/7 ' )'t)S'f'
,
~7~
BUILDER. ./
(Name) LtAM (jJ::.R.
(Contact Name) i~b Y DE.. N Nt:;'
(Address) P08D't. 3tff"
aNi - CbL,()
fPt<, N b
H
(Address)
C()L
TYPE OF WORK
New Construction
DDeck
DPorch
DAddition
DAlteration
DUtility Connection
54 (),J t,
o Misc.
DLower Level Finish
o Fireplace
PROJECT COST IV ALUE (excluding land) $
I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or
authorized agent for the above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with
submitted plans. I am aware that the building official can revoke this permit for just cause, Furthermore, I hereby agree that the city official or a designee may
enter upon prope 0 perform needed inspections. .IIi
'{)M/ 7f~
Contractor's License No.
x
V~cJ 't);}-
Signature
Date
Sewer & Water Permit Fee
Gas Fireplace Permit Fee
Park Support Fee
SAC
0, "
#
#
Permit Valuation
Water Meter
Pressure Reducer
Penalty
Plumbing Permit Fee
Mechanical Permit Fee
Water Tower Fee
Builder's Deposit
Other
TOTAL DUE
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document
when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence, Before occupancy, a Certificate of Occupancy must be
issued. 41.tlb?-- ~ ~ {Y'r\ ~ \
~ specialconditioe
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Avenue Prior Lake, MN 55372
CITY OF PRIOR LAKE
BUILDINGPEi=I'.JIIT,
TEMPORARY CERTIFrCATE OF
ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
~ \ ~~~o u,S
L White Ale
2. Pink City
3. Yellow Applicant
Permit No. t?~- gta ~
DIRECTIONS
SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN
BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom)
2. SITE ADDRESS ~
\\.t>5~ \'<~~
1. DATE
3. LEGAL DESCRIPTION
\)\.0. '\)~ - \:S
~.S~
BUILDING INFORMATION
11. SIZE OF STRUCTURE
(Height) (Width) (Depth)
12. NO. OF STORIES
2>
LOT
BLOCK
PID
(Addre~
(Address)
(Tel. No.)
Q...
(Tel. No.)
13. TYPE OF CONSTRUC1'f>N
'~Da
14. FLOOR AREA APPORTIONMENT USE
ADDITION
~
7. TYPE OF WORK
New Construction V
Chimney I::J MiS!'
8. PROPERTY AREA OR ACRES
Sq.Ft.
Re-roofing I::J Porch I::J
Re-siding I::J Finish Basement I::J
15. NUMBER OF OCCUPANTS OR SEATS
OCCUPANTS
SEATS
16. PRn.J
9. PROPERTY DIMENSIONS
Width Depth
10. CULVERT SIZE
Yes No
FOR ADMINISTRATIVE USE
Front
Back
Side
Side
MATERIAL FILED WITH APPLICATION
SOIL TESTS I::J ENERGY DATA I::J
PILING LOGS 0 PERCOLATION TESTS I::J
PLANS & SPECS I::J SETS
SETBACKS: Required
Actual
BUILDING DEPARTMENT VALUATION
OFF STREET PARKING
SPACES REO.
SPACES ON PLAN
PERMIT VALUATION
o
SURVEY
PLOT PLAN
I::J COPIES
I::J
USE OF BUILDING
TYPE OF CONSTRUCTION: I II III IV V
City:
Amount Brought Forward .................. $
Park Support Fee ........................... $
SAC ......................................... $
Collective Street Fee .... .. .. . .. .. .... . .. ... $
Sewer Tap ................................... $
License Check Fee ......................... $
Pressure Reducer .......................... $
Meter Horn ................................... $
Water Meter ................................. $
Sewer & Water Connection Fee ........... $
Water Tower Fee ........................... $
Water Tap ................................... $
Builder's Deposit ............................ $
Other ......................................... $
Total Due ................... ........ $
Occupancy Group A B E F H IRS U
Division 1 2 3 4
Permit Fee ................................... $~
Plan Checking Fee ......................... $ <.t>lDO. SD
sa.On
State Surcharge ............................. $
Penalty ....................................... $
Septic System ............................... $
................ $
ing permiti~ ~.ved. '?
Date ( 0 c---
Paid
Issued
Date
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. T ' document when
signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued.
City Planner
Date
Special Conditions ~ any
(~\ - ~-~}0'D\~
24 hour notice for all inspections 447-4230
Fire Sprinkler & Stand Pipe Requirements
16535 Tranquility Court
Prior Lake MN
Standpipes shall be located in all enquired stair enclosures.
Provide a class III Standpipe with 2 1'2" and I 1'2" hose connections on every floor.
Hose connections shall have caps and chains.
All materials shall be installed per there listing.
All control valves and flow switches shall be monitored in an approved manor.
Separate permit shall be required for the Fire Alarms.
Inspector's test shall be located in an approved location
tt 5 (,,0
Date Rec' d
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
f1{,-~(;JIOZ--. 03(gr;-
I. White File
2. Pink City
3, Yellnw Applicant
I PERMITNO'c:bl-7C;7!
~/V~UI{,/ ry ~O{/e.::r-
LEGAL DESCRIPTION (office use only)
LOT 3 BLOCK / ADDITION
PID
ZONING (office use)
Pf/O
-0
OWNER
(Name) e-rltit-G ~ pt;:VG"UJpn6,N'/
(Address)
(Phone)
BUILDER,
(Name) J gc:e.o M~/M'--
(Contact Name) ~//'1 p?6/6,esol<./
(Address) .330 .sot/7J-I N~ Sr,
TYPE OF WORK
o New Construction
ODeck
OLower Level Finish
o Fireplace
PROJECT COST IV ALUE (excluding land) $
OAlteration
(Phone) 320- Cd bC:. - uB+7
(Phone)
u--ouo 1'11\./ 5~30/
o Porch
OAddition
ORe-Roofing
ORe-Siding
OUtility Connection
I hereby certifY that I have furnished information on this application which is to the best of my knowledge true and correct. I also certifY that I am the owner or
authorized agent for e ove-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with
submitted plans. I a are that the building offi' can evoke this permit for just cause, Furthermore, I hereby agree that the city official or a designee may
enter upon the prop t perform ded insp s.
x
Permit Valuation
Permit Fee $
Plan Check Fee $
State Surcharge $
Penalty $
Plumbing Permit Fee $
Mechanical Permit Fee $
Sewer & Water Permit Fee $
Gas Fireplace Permit Fee $
This Application Becomes Your Building Permit When Approved
Building Official
Date
Contractor's License No.
Park Support Fee #
SAC #
Water Meter Size 5/8"; 1"; z.."
Pressure Reducer
Sewer/Water Connection Fee #
Water Tower Fee #
Builder's Deposit
Other
TOTAL DUE
I Pd ~ 1?!dO
D~te . -~ - ~
'l1l.1\.e 2., .1.00 2-
Date
$
$
$ 485.00
$ ~() 00
$
$
$
$
$
I Receipt No.tj tJ. a ,,~ I
By 'fr
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document
when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be
issued,
Planning Director
Date Special Conditions, if any
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Avenue Prior Lake, MN 55372
Job S\.O
CITY OF PRIOR LAKE
HEATING/AIR CONDITIONING/FIREPLACE PERMIT
Date Rec'd
C,~e\~s(de
~-Z3-()Z-
;: ~ ~:~ I PERMIT NO.
3. Yellow Applicant .
ZONING (office use)
Pc/p
\(0.0 \ll\\\'i c.t ~E
LEGAL DESCRIPTION (office use only)
LOT~ BLOCK J ADDITION ~/OE- e.rm7&S
PIDz,5" -37FJ -CJfB-O
OWNER
(Name)
~a.q\~ Crl"'ek bt''4~\npmet1t
(Phone) QS2. 441 SOSg
(Address)
5~12..
APPLICANT
(Name) "1 ~prc\ t\t'cho....n\ r nl
(Phone) He vSlD 0&4\1
(Address) 3.3'0 ~
~th v,lCVo.\
Dr i i~.
(Address)
~\- (\0.)()
(City)
(Phone) 32.0 f.,So Ot~ 1
DATE .l\ -11-02...
(Zip Code)
(Contact Person)
APPLICANT SIGNATURE
APPLICANT PLEASE COMPLETE BELOW
DNEW CONSTRUCTION 0 REPLACEMENT 0 AL TERA TIONS
I
FURNACE MAKE AND MODEL
FLUE SIZE RETURN OPENINGS
TYPE OF SYSTEM
OWarm Air Plants
OGravity ,
o Mechanical
OAir Conditioning
OVent. System
INPUT
,
HEATING OR POWER PL
\
!
o Steam
o Hot Water
o Radiation
o Special Devices
o Other Devices
FIREPLACE MAKE AND MODEL
\
\
i
Industrial, Commercial & Multi-Family
FEE SCHEDULE
I % of job cost Residential, Gas Fireplace
$39.50 minimum
$99.50 Residential, Additions & Alterations
$64.50 Residential, AC Only
$3~.50
Residential, Heating & AlC (New Construction)
Residential, Heating Only (New Construction)
$39.50
$39.50
Estimated Cost $ 2. 41, ~ 00 oC)
Building Permit #
REA TING PERMIT FEE
STATE SURCHARGE
TOTAL PERMIT FEE
$
$
$
2.411.00
.50
'1..4". sO
"
(Office Use Only)
This Application Becomes Your Building Permit When Approved
I =-~NO.
Building Official
Date
I Pwd
Date
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
job S\.O
CITY OF PRIOR LAKE
HEA TING/ AIR CONDITIONING/FIREPLACE PERMIT
Date Rec'd
CreeKSide
.,. - 23-02-
~.~:., ~!~, I PERMIT NO. A Z- -OS1fJ' I
3. Yellow Applicant V, V
ZONING (office use)
PV.f)
1rM \ll\a,,\ ct ~E
LEGAL DESCRIPTION (office use only)
LOT 3 BLOCK / ADDITION ~Sl 0 E- e.s7?'J TbS
PID$ - 378 -0(8-0
OWNER
(Name)
hClq \~ (rl"'C'\t. bf" '4('" \npment
(Phone) Q52. 441 SOSK
(Address) '11
- 5312..
APPLICANT
(N ame) \ ~p rei \'\r'C'ho.. n, r n..\
(Address) 33 t' R
~th 'i\lC-l.M
,
Dr i te
(Address)
(Phone) HO v5~ 0&41
~\- elox)
(City)
(Phone) .32.0 bSlo O~<\ 1
DATE "\ -, '-01..
(Zip Code)
(Contact Person)
APPLICANT SIGNATURE
APPLICANT PLEASE COMPLETE BELOW
DNEW CONSTRUCTION o REPLACEMENT o AL TERA TIONS
FURNACE MAKE AND MODEL FUEL
FLUE SIZE RETURN OPENINGS INPUT OUTPUT
TYPE OF SYSTEM HEATINGORPO~RPLANT
OWarm Air Plants o Stearn PLEASE NOTE:
OGravity o Hot Water Air Conditioner Units
o Mechanical o Radiation Cannot Encroach into
DAir Conditioning o Special Devices Required Side Yard
OVent. System o Other Devices Setbacks
FIREPLACE MAKE AND MODEL
Industrial, Commercial & Multi-Family
FEE SCHEDULE
I % of job cost Residential, Gas Fireplace
$39.50 minimum
$99.50 Residential, Additions & Alterations
$64.50 Residential, AC Only
$39.50
Residential, Heating & AIC (New Construction)
Residential, Heating Only (New Construction)
$39.50
$39.50
Estimated Cost $ l L\ 1 I ~ 00 ~~
Building Permit # 0 z.. - 0 578
HEATING PERMIT FEE
STATE SURCHARGE
TOTAL PERMIT FEE
$
$
$
1 41 i.CO
.50
1. 41'. 50
(Office Use Only)
This
pa1/ "./~. 50
Date5 _ 2 Z -() z-
Receipt No, .d1
4~()o
By
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
---
CITY OF PRIOR LAKE PLUMBING PERMIT
"10'0 s~
Cfet~kSI(~ Date Rec'd
1-- Z3 -02-
~. ~~ ~:~ I PERMIT NO./")? -OS-Jq I
3. Vellow Applicant V'-''r .
ZONING (office use)
\lPSJS
COvr1 St
PUD
LEGAL DESCRIPTION (office use only)
LOT :3 BLOCK I ADDITION
&.Jr/l7l?3
PID$ -37e- (}(J3-0
OWNER
(Name) fa 0 \~ l ft't" k De \}(" \o~') roen~
. ,
(Phone) <t52-.f\41' 50S'&'
(Address) 11l;5 ~
APPLICANT
(Name) "1 Be rd \"\t'(\n:oiLoJ
(Phone) ~ L O. taS\D' ot4\ 1
(Address) j~O~ So.)t"W~ ~ti'#e
(Address)
St [Ioxl t\ \Ii
(City)
5~301
(Zip Code)
(Contact Person)
(Phone)
no \.cs~D~41
APPLICANT SIGNATURE
DATE
4 -11. Ql..
APPLICANT PLEASE COMPLETE BELOW
Quantity Type of Fixture Quantity Type of Fixture
Bath Tub with or without shower Rough-ins
Dishwasher Water Heater
Floor Drain Water Softner
Lavatory (Bathroom Sink) Stand Pipe (Washing Machine)
Laundry Tray (lor 2 compartment sink Sewage Ejector
Shower Stall Backflow Assembly
Sinks Backflow Assembly Test
Bar Sink Lawn Sprinkler
Water Closet (Toilet) Other
FEE SCHEDULE
Industrial, Commercial & Multi-family 1% of job cost with a $39.50 minimum Residential, New One & Two-Family $99.50
Residential, Additions & Alterations $39.50
Estimated Cost $ h..5. un co
.
Building Permit #
PLUMBING PERMIT FEE $
STATE SURCHARGE $
TOTAL PERMIT FEE $
Il.Sl (t>
hen Approved
pai~ 6?52. - 5V
Dat~
b ~ ~l- ~~l-
Receipt No. 0.-1
4--Z-Clv'
By
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
Date Rec'd
CITY OF PRIOR LAKE PLUMBING PERMIT
2,1.-1-0 J
HIf'IM II 2 -3'~
/7
~ ~~;~ ~!~y I PERMIT NO. ^ 7- 0 11/1
3. Yellow Apphcant UJ
ADDRESS
/c,S"'J-.s- ~aVt'l-1
e;;-.
ZONING (office use)
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID
I OWNER
(Name)
(Address)
(Phone)
APPLICANT
(Name)
(Phone) SO 7 -:3 J Y - '9s- /0
IJ ~"I..-
(Zip Code)
t/l - n5-5;J-:; ~/
DATE .3
(Address)
(Contact Person)
APPLICANT SIGNATURE
APPLICANT PLEASE COMPLETE BELOW
Quantity Type of Fixture Quantity Type of Fixture
Bath Tub with or without shower Rough-ins
Dishwasher Water Heater
Floor Drain Water Softner
Lavatory (Bathroom Sink) Stand Pipe (Washing Machine)
Laundry Tray (lor 2 compartment sink Sewage Ejector
Shower Stall Backflow Assembly
Sinks Backflow Assembly Test
Bar Sink Lawn Sprinkler
Water Closet (Toilet) Other I /' /'/ ))'/ } L/'rl Co.f/o/V
j
FEE SCHEDULE
Industrial, Commercial & Multi-family 1% of job cost with a $39.50 minimum
oJy
Estimated Cost $ rO' ,
Residential, New One & Two-Family
Residential, Additions & ~~ations
Building Permit # () 1- () / 'I Y
$99.50
$39.50
PLUMBING PERMIT FEE $
STATE SURCHARGE $
TOTAL PERMIT FEE $
(Office Use Only)
This Applicr}i?~ ~exomes Your Building Permit When Approved
(.Af#~ 2.~2-J /OJ
Building Official Date
paid4-6, IV
Date
~ ' z,1, 0,)
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Ave., S.E., Prior Lake, MN 55372-1714
PRIOR LAKE DEPARTMENT OF
4 BUILDING AND INSPECTION
INSPECTION RECORD
SITE ADDRESS l~<)~'S" l~~u\~\'1 CT. 5.6.
NATURE OF WORK 5 -t UN \~
USE OF BUILDING \ (c., t.l ~ ,/
PERMIT NO. r"YZ- .,. :S"-O;- DATE ISSUED 4 .As-/o Z-
CONTRACTOR Lv~~D..J6' PHONE ~'Zo- c,gc:; . 3<:.- 3(
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
'I
FOOTING .u
FOUNDATION (Prior to Backfill)
PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
ROUGH - INS
SEWER I WATER I SEPTIC
FRAMING
INSULATION
ELECTRICAL
PLUMBING fQ - / ..
HEATING (if required) ) 1/ 0- J
~,. (~~(.I..-T ~ ., /
.
GAS LINE AIR TEST \
INSPECTOR
DATE
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
I SW-\ t-.l ~ l-6:f2- I I
FINALS
GRADING (Prior to Sodding)
BUILDING l
ELECTRICAL
PLUMBING
HEATING
DO NOT
l...
I 02-
OCCUpy UNTIL ABOVE HAS BEEN SIGNED
NOTICE
This card must be posted near an electrical service cabinet prior to rough-in inspections
and maintained until all inspections have been approved. On buildings and additions
where no service cabinet is available, card shall be pl,ced near main entrance.
~
Call between 8:00 and 9:00 A.M. for all inspections
FOR ALL INSPECTIONS (952) 447-9850
"--
4$-
The {"enler nf the tlke ('ountry
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
L
l. c-
;'"">
\< "L \: t:. ;
\"'\; ".j '"T
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
/053:5 Jt(J./Yl~J(J C:c ,~
Accepted ~ Accepted With Corrections
Denied
Reviewed By:
~~
'. A . ,.. .... ("r) .)
( , " "- . ._ 0' "'.. ',', . ..', '_.~ /
l- L ' \ )) .... i.>. '-... Ir:.._'___l...) .....t./ '.....(..' ,
Date:
I df;}'t / 151
Comments:
· 'Zl'i.~,. ~>tl ~if'.~ 4..lV ;;f!!!tJ!ii 2 .
i) <;-7 (:f!JynJ),/'~/~r:f-- I~L 0 ,,' I/L$.J UN (Z'.>\.A,,ub UJAvv ,51--, { /'01 i ,
1:/ O(iv'"'-J7 \ J N\ \:;,~;t-:7 ().J T3vf) v
C) .INapg.,,~~ Oint~Jtf;e: (Jld),Vb
\)Cl~1mr<.n4 ufJ.LCappwcxtJ... ~D ~
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions-of .this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the prbvisions of this code or other
ordinances of the jurisdiction shall not be valid."
White - Building
Canary - Engineering
Pink - Planning
The etnl.. of the Lake ('ounlry
NAME OF APPLICANT
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
EA<::'L-E ~\L te"ELO?l1ENI
I 2- II b /0'
I
APPLICATION RECEIVED
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
I G:>S' 3')" T [ZAN 0J1l- 11"'f Cr. 5. [;..
Accepted Accepted With Corrections /'
---...,-.
Denied
Reviewed By:
rtD~
Date:
fit:; [01--
Comments: I. c'l.A5S A ~ '5 ~,~ RttaLl.
1. P~r OC~ ~ S{~ (}'J PAIbr[ ~
3, ~TRl.JC'tlJ(1.~L.. ~&INt::EfL (2E'QIJ laao t)N ~~ ~ ~4 I m ~
~. Y~Vf~ ~~~ ~v~~ Q.J ~
t). (N<;rPL.-V- A rlr'l~~~. ~(A'~)t {)tJ p~ ~ e"tUJe,Jr,
1B1-f{YN( ~
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
Th. etnt.. of Ih. Lab Country
02- ~S
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
/:o~ rJALLL
//_ ~/-O J
,
" /i-
f' Pt1_//~j/.9 ,,c,'1?!6<)L~-
.,.' f
;'
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is propo~ed at: ~
/b~3!: dA~dLt(ll-:;L
Accepted X Accepted With Corrections
'--
Denied
Reviewed By:
/llW8
Date:
/ 2-~ P"cr(
Comments: See Reverse Side for Additional Information!
See Attachments: 1) Grading Plan, 2) Erosion Control Measures
3) Erosion Control Plan
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permittor, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
ADDITIONAL COMMENTS FOR BUILDING PERMIT APPLICATIONS
. Surface storm water drainage flowing ~~ the perimeter of this lot to, and from
adjoining properties must be conveyed. to the roadway and/or to th~ rear of the lot
in drainage swales within the drainage 'easements. .:
. All bare soil areas must be protected from eroding into neighboring properties
through the property install~d and maintained silt fence or bales: '~
. The silt fence required by the erosion control plan must be installed prior to any.
earthwork being started.
. The ~uilder ~s responsible ~or miiintaining the erosion control m"fures until the !
turf IS estabhshed. .: .
. The rock construction entrance must be installed at the time of backfilling of the ~
foundation. ~
. :~
i
I
: i
\
\
\
91!
)
x:
.~
~
\
\
t
~\)
/ SC,a
/ ~ s
i~{0(:,>a'0
(;/~-..\ a tr\) \)
II
1\
1\
1\
BENll
TOP I
EXIsT
ELEV,,!
I \
I
/
I.
I
White - Building
Canary - Engineering
Pink - Planning
The ('tRier of the takt Country
NAME OF APPLICANT
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
E AG LE Ceec \(: UV(l,;li"' liE N T
/ 2 /, tJ I 0 I
APPLICATION RECEIVED
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
Accepted
Accepted With Corrections
Denied
Reviewed By:
Date:
Comments:
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
.. , - $ince 18{i1
CO~CRET~ PB.ODUG~S COMPANY
.. "..
FACSIMILIE COVER SHEET
Date: June 25. 2001
Attn: Charlie Skarphol
Co Name: Skarphol Construction
415 Lilac St
Lino Lakes MN 55014
ph: (651) 786-7722
PhoneIFax: (952) 894-9918
Total pages, including cover sheet:
6
Draft. Fax: (651) 783-3401
1-800-336..6546
E-mail: saIes@molin.com
E-mail: drafting@moIin.com
http://www.mo1in.com
Urgent:_ Please Review:_ Reply ASAP: _ For your Info: -K- Please Comment: _
RE: Creekside Estates
.Comments:_ .
Fire rating info. for plank, beam & column. If you have any questions you can reach me at (651) 783-
3432. Thanks.
~~-
From: Dan Peterson
--
@
· Hollow Core Plank
· Precast Beams and Columns
· Insulated Wall Panels
· Prestressed Stadia
(.
(
Fire Ratings
PLANK DEPTH 1tfOUR 2 HOUR 3HOUR
6" USC NONE NONE
8" use & UL use & UL NONE
10" use & UL use & UL USC
12" use & UL USC&UL USC
6" w/topping uac NONE NONE
e" wltopping UBe & UL USC & UL UBC. &UL*.
10" w/topping UBC&UL' uac & UL USC&UL U
12" whopping UBC & UL USC & UL UBC&UL'.
~..
"Topping may 002" concreleor 12" Gyp-Crete.
. . Restrained bearing condition required.
Ul Design Nos. J919 &J921
( USC Ratings from ICBO Report No. PFC-2790.
(
~
.
Molin Concrete Products Company. 415 Ulac Street. Uno lakes, MN 55014 _
Office: 651.786.n22 . Fax: 651.786.0229 . Drafting Fax: 651.783.3401 . Toll Free: 800.336.6546 .
a-mail; sales@molin.com . drafting@molin.com
()B~
1988 EomON
4301-4302
Chapter 43
FIRE-RESISTIVE STANDARDS
)
General
Sec. 4301. In addition to all the other requirements of this code, flre-resistive
materials shall meet the requirements for fare-resistive construction given in this
chaple1:
Rre-reslstlve Materials and Systems
Sec. 4302. (a) General. Materials and systems used forfue-resistive purposes
shall be limited to those specified in this chapter unless accepted under the
procedure given in Section 4302 (b) or 4302 (c). For standards referred to in this
chapter, see Chapter 60.
The materials aDd details of construction for the f11'C-resistive systems de-
scribed in this chapter sball be in accordance with all other provisions of this code
except as modified herein.
) For the purpose of determining the degree of fire resistance afforded, the
.. . materials of construction listed in this chapter shall be assumed to have the fue-
resistance rating indicated in Table No. 43-A, 43-B or 43-C.
As an alternate to Tables Nos. 43-A, B and C, fare-resistive construction may
be approved by the building official on the basis of evidence submitted by the
) person responsible for the structural ~ign showing that the construction meets
_. the required rue-resistive classifJCation.
(b) QuaJiC"JC:atiOD by 'ThstiDl. Material or assembly of materials of construc-
tion tested in accordance with the requirements set forth in U.B .C. Standard No.
43-1 shall be rated for fire resistance in accordance with the results and conditions
of such tests.
) EXCEPTION: Thuec:eptanceeriteriaoru.B.C. Standard No. 43-lforexlerior I
bearing walls shllll DOl be required to be greall:rwilh respecllo heal umsmissioa and
passage offlamc 01' bolgases !ban would be required oca nonbearing waU in the: same
building with the same distance to the property line. The tire exposure lime period,
watcr pressure and dUflnioo of appUeatioD for the hose stream test shall be based
upon the: fire-resistive rating detenninc:d by this exception.
Fire-resistive assemblies tested under U.B.C. Standard No. 43-] shall not be
considered to be restrained unless evidence satisfactory to the building official is
furnished by the person responsible for the structural design showing that the
construction qualifies for a reslrained classification in accordance with U.B.C.
Standard No. 43-). Restnuned construction shall be identified on the plans.
(c) Calculating Fin Resistance. The rire-resistive rating of a material or
assembly may be established by calculations. The procedures used for such
calculations shall be in accordance with U.B.C. Standard No. 43-9.
(d) Concrete.
-.;:a. CARBONATE AGGREGATE CONCRETE is concrete made with aggre-
gales consisting mainly of calcium or magnesium carbonate. e.g.. limestone or
dolomite. and containing 40 percent or less quartz. cheri or Oint.
..
I
697
4302-4303
UNIFORM BUILDING CODE
I
I
,
..
LIGHTWEIGHT AGGREGATE CONCRETE is I:\lnl:rctc made with _
grcgatcs of c.'pandctl clay, shale. slag or slate or sinleretl Oy ash and weightin ~~
to 115 pd. g
SAND-LIGHTWEIGHT CONCRETE is concrete made with a combination
of I::tpanded clay, shale, slag or slate or sinrered fiy ash and natunll sand. Its unit
weight isgcncrally between 105 and 120 pef.
. SILICEOUS ACGREGATE CONCRETE is concrete made with norma/_
weight aggregates consisting mainly Qf silica or compounds other than calcium Or
magnesium carbonate, and may contain more than 40 percent quartz, chen or
flint.
(e) Sbotcrete. Shotcrete without coarse aggregate shall be classified in accord-
ance with the aggregate used.
Protection of Structural Members
Sec. 4303. (a) General. Structural members having the fire-resistive protec-
tion set forth in Table No. 43-A shall be assumed to have the fire-resistance ratings
set fonh thecc:in.
(b) Protective Coverings. I. Tbiclmess oC protection. The thickness of fire-
resistive materials required for protection of structura1 members shall be not less
than set forth in Table No. 43-A, except as modified in this section. The figures
shown shall be the net thickness of the protecting materials and shall not include
.any hOllow space back of the protection.
2. Unit masonry protection. Where required, metal ties shall be embedded in
transverse joints of UD.it masonry for protectioll of steel columns. Such ties shall
be as set forth in Table No. 43-A or be equivalent thereto.
3. Reinforcement for cast-fn-place conude column protection. Cast-in-
place concrete protection for steel columns shall be reinforced at the edges of such
members with wire ties of notless than .18 inch in diameter wound spirally around
the columns On a pilch of not more than 8 inches or by equiva/elll reinforcement.
4. Embedment or pipes. Conduits and pipes shall not be embedded in re-
quired rue protection of structural members.
5. Column jacketing. Where the flIe-resistive covering on columns is ex-
posed to injury from moving vehicles, the handling of merchandise or other
means, it shall be protected in an !lPproved manner.
6. Cellini protection. Where a ceiling forms the protective membrane for (
fue-resistive assemblies, the constructions and their supporting horizontal struc-
tural members need not be individually fire protecledc:xcept where such members
support directly applied loads from more than one floor or roof. The required II1'e
resistance shall be not less than that required foe individual protection of mem-
bers.
Ceilings shaU form continuous fire-resistive membranes but may have open-
ings for copper, sheet steel or ferrous plumbing pipes, ducts and electrical outlet
boxes, provided the areas of such openings through the ceiling aggregate not more
than 100 square inches for any 100 square feet of ceiling area. Regardless of size,
duct openings in such ceilings shall be protected by approved ceiling fll'e
698
,."~i!i',. W~.. VA...-U\.A"-.
,'I:
h
II, .
'. ,; ~ I
.'j
t'~qJ;E 2
.nrinnary IIf Building Cod.,
;stimah!d Fiw Rt:~isl;,ut:l:
tntinR!l' for Cllncr(!lt~
l1aslimy Walls IIf
ladolls EtJuivalent
l'hil:J<tWSS
Iii 4"
Minimum j1inls ,. ..'Thlckn088 Facll-to-
FIlle (~~~~fln Inches)
1\ Ill'. :1 Hr,. 2 Ill', 1 HI',
EXJlund1H1 Sing
or Pumice 1\,7 oJ.ll :1.2 2,1
, Expandetl Clay
or Shn)c ~.'l .1.11 :1.11 2,(j
Linwslone. Cindl:l's
or'Air Cuoled Slag ~). ~) !d) 'I,ll 2,7
CnlGlIreOllG or
'l.smceO\lS Gravel
Nonn or Noncombustible
-I-Ill'.
:1.111',
2.111',
1.111',
,1.7 ,1.11 : I.:~ /., I
~i. 7 'I,ll :1.11 Z,()
-... -_...- '-----..
~-I . ! I ~ i .11 ,1.11 :~. 7
,1.I:i
,I.!.II
: I , l) ~ I
: ~ . f i
I; ::
I"
:'./\
~~ ..i"~~;
~
<.:3' cJ 0 -6 S (, - () 7?7
"';' , '.~. i.,...,...,;.k...;..;\'.I.f.',",\.'.'............'..~.l.;'I.'.\J.",.'.'" ... · -
";,: ":'" " " ;. ';', It'..''.!,,,,,,~.)~,,,,_,,~;;~~.~~~~\ ";r"t,~,,,. .
)' ;.,i;. ":;::,i/ . SPEG'IFICATIONS
:,:~r;':;'"
, ~~~,Hr'il::~ ~:i;
:;:,
" ,;>j
;'i' ""
i
I, All ooncrela masonry units manufactured by Anchor Block Company:
iii", 1) Ell(ceed mi\"lmum standards 8S established by ASTMC90-96 for Type 1 units
'ii.i\,,; . 2) meet ell existing code requirements (Minnesota State Building Code is balled on thQ Uniform BUilding Code .
,,~:' U.B,C.).
/;,TyPG 1 - Moisture conuolled units. See Table 1 (Moisture Content gequirements lor Typo 1 units) ASTM speolfloations for
:';:!;:"Cc)I'\crete Masonry Units. . .
'; ~{A11 standard weight aggregate conform$ to the requirements of ASTM C33-93. All lightweight aggregate conforms to the
y , .' requIrements of ASTM C331-94. .
,,':;?~ '
}:', "..:."
1,: .. Are resistanoe ot concrete masonry units Is determined by t~ "liIquivalent thickr,esG' ot the block and the type of
, aggregate. The equivalent thickness Is the theorelicalthickness Of the bin!)\( if Blithe concrete was molded Into a solid
unit. It Is oalculated by multlplylng the eCluallhickn~ss by the % Of solld9. As an example. an 8- block with 52% solids
has an equIvalent of 4,Q In, (7.625 x 52% = 4), The greater the equIvalent thicKness, the greater tho lire rating.
,', ,
Ughtweight aggr~gate (_,.,paneled clay) haa better tire rating thM stor.dard weight block \siliceous gravel). As an
example, an 8- standard WeiCht block has a 1 hour rating and an 8" IIghMlght block :"Ias a 2 hour raUng. ~illil1g the
cores of the blook with grout or other non-combuslible material will incr~a$f.l the lire rellist=1'1ce. Applying pla!Uer or
. gypsum wallboard will also increa~Q the fire resistance.
~lim9.ted Fir~ ResIstive Periods of Walls and Partitions of Hollow ConClate Mawnry:
.\'
. ~"C,\;",;\:
Minimum Equivalent Thickness tor Ratings of:
Type of Coarse Aggregate: 4 Hour 3 Hour 2 Hour 1 Hour
Expanded Clay (Lightweight) 5.7" 4,9" 3.9' 2,7.-
SlIiceol,l$ Gravel (Standard weight) 6.2' 5.3' 4,2' 2.8'
(Based on Table 7-8 - Uniform Building Code...as adoptee by the Min~sotB State Building Code.)
,
..;;; !, ..
..
: ;>,:\",Hj', .. -~~--_.
,;;! :':\ ;?J~~" Equivalent Fire Resistive
\:;,;:. ;.",' .....t/:: Wall Block Block Size Face Shell Webrilh\' !, % Thickness Rating in Hours .
:';' ,', Thickness Number (Inches) Thicknes9 Thick. . Solid (I nchas) Std. Wat L.W.
,';',1;.';,C,.,;! i4" 402 4x8x16 1- 1" , 75 2.7 - 1
.,;' ;\',.,,, ;i:4" 'Solid 490 -CXSK16 Solid - 100 3,6 1 ,
'I i\i~ "...' .118.... 602 6x8)(16 1- l' 57 3.2 1 1
'2,Hour ... 616 6x8)(16 2- l' '. . 87 4.9 2 3
"~"' ,/o8~",:" BOO 8l(ax Hi 1.1/4' " 52 4.0 1 2
!, 1'1 i; ;l/2,Hour S16 8x8x16 1-5/S' l' 64 4.9 2 3
"'" ;,\ (1,3 Hour 817 '8x&16. 2.1/8' 1-1/2~' T7 5.9 3 4
" , 'tlSQlld. 890 8)(8)(16 Solid " H)O 7.6 4 "4
',i -
:',', ~lO~};'; 1000 10)(8x16, 1-1/4- 1.1/a~~,' 51 4.9 2 '. 3 .
"'~W,i if m.12~\I, . 1200 12><SX1e, '. 1-1/4' 1.1/8';;: 45 5.2 2 3
1;1""'; ~lThlokWall . '. 1200T'N .' 12x8x16' . ' 1-112' 1.1/8'!' 47 5.5 3 3
~:: ' ;;~ I, ~;3:Hour 1217 12x8x18 ,-518' , -1/4" 47 5.5 3 3
L,.' ':;: rWHour,,' . 1218>, 12x8X16 2" 1/8" 1- 1 /2" 57 6,6 4 4
.\ .', !1~~14"].. 'I 1400 '14x8xt6 1-5/8' 1-114" 46 6,3 4 4
'... :,,\,16",' 1600 16x&16 1-1/2' 1.1/4" 44 6.9 4 4
:.'1,:'':'
43
,"
"
,'.:,1'
, >~ .~~~
';~':{i:" $
,
!
1',
,,'
\ ~
GYPSUM WALLBOARD, GLASS MAT GYPSUM SUBSTRATE,
, . 'STEEL STUDS
", ,QR.SIDE: One layer ,/," proprietary type X glass mat gypsum substrate (sheathing)
'J{)arallel or at right angles to 31/." steel studs 24" 0.C;;vAth1" Type S corrosion
screws 8" o.c. at vertical studs and 12" o.c. at perim.~rrunners. Joints caulked
Ie, non-hardening building sealant or covered wlthi~ather exposed cladding
,lSY$tem. ;, ,,''; ,C:,. ,
SIDE: One layer 5/." proprietary type X glass iTlat' substrate, glass mat
Istant gypsum backing bOard, gypsum wtll ater-reslstant gypsum
. board, or gypsum veneer base applied parallel or I ht angles to studs with
S drywall screws 8" o.c. at studs and 12" o.cJffl ceiling runners. (NLB)
PROPRIETARY GYPSUM BOAR J: i
- $/,- D.lGlassQ!) Gold FireguarcJ4!l
; .~~j,
.~ ;~l'..
k,'N
....... .:..', .,.... t.... ,~:.::".',.::,-,,;\o'\. .....
';-.;.~ O;;~.,. ....~, ;<:,...., .,~:" ;....;.:..:~ :'.:;.:..~....,~;:.
Thickness:
limiting Height:
Approx. Weight:
Fire Test:
47/."
Subject to design
6 psf
CTC 2171-3996, 7-12-90
GYPSUM WALLBOARD~;"~~i:,
FIBER-CEMENT BOARD, WOODS11Jij$
..:~ r!! ,;:
, EXTERIOR SIDE: B... layer 1/2" proprietary type X gypsum wa'lboard or sheathing
applied parallel to 2 x 4 wood studs 24" o.C. with 13/4" galvanized roofing nails 4" o.C.
.,.. '.,at vertical Joints and top and bottom plates and 7" o.c. at intermediate studs. Face
"",,1' ,,~,\ layer'!;." x 12" wide maximum proprietary fiber-cement plank lap-applied at right
angles to studs with 6d corrosion-resistant nails to each stud.
INTERIOR SIDE: One layer 1/," proprietary type X gypsum wallboard applied parallel to
, studs with 17/." smooth round shank nails, 0.088" shank, 0.275" heads, 7" o.C.
, ,
Joints staggered 24" on opposite sides. (LOAD BEARING)
PROPRIETARV GVPSUM BOARD
1/2" Hardlroc~ Brand Max "C"TM
Gypsum Panels
5/," Hardirocke Brand Fire XTM
Gypsum Panels
':1.'::,0
,'.., :-. ._,l~:_l'"
Thickness: 51/2"
Approx. Weight: 6 psf
Fire Test: OPL 11710-98414.5-1-95
d:, ,. ,GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS
'J;::',',,:,,:;, ' , .:
'EXTERIOR SIDE: One layer 48" wide 5/," type X gypsum sheathing applied parallel to 2 x
4WQodstuds with 1'/4" galvanized roofing nails, 0.120" shank, 7/1," or 1/2" heads, 4" o.C.
at,vertlcal Joints and 7" o.c. at intermediate studs and top and bottom plates. Joints of
gypsum sheathing may be left untreated. Exterior cladding to be attached through
"sheathing to studs.
INT~RIOR SIDE: One layer 1/," type X gypsum wallboard, water-resistant gypsum backing
" bOard. or gypsum veneer base applied parallel or at right angles to studs with 6d coated
nails, 17/," long, 0.0915" shank, 1/4" heads, 7" o.C. (LOAD-BEARING)
This Space Left Blank
Thickness:
Approx. Weight:
Fire Test:
Varies
7 psf
See WP 3510 "
(UL R3501-47, -48.9-1t~65,
UL Design U309; .
UL R1319-129, 7-22-70_
UL Design U314)
t Contact the manufacturer for,more detailed Information on proprietary products.
! >\!r".' GYPSUM WALLBOARD, WOOD STUDS
'. it,I,. ' .
:,;'Pne layer 1/," type X plain or predecorated gypsum wallboard, water-resistant gypsum
.,i "J{ backll'lg board, or gypsum veneer base applied parallel or at right angles to each side of
i)~\r2x4WClQ.dstuds16" O.C. with 6d coated nails. 17/,"'ong, 0.0915" shank. 1/4" heads, 7"
. ~l:i;~~~.JQ,lP~9f,~uare edge. bevel edge or prede~r~ted wallboard may be left exposed.
'. ~\rlts,~ggerEi<! 16" on opposite sides. (LOAD-BEARING)
i.... :t~,::
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
47/,"
7 psf, . ,..
UL R1319-4.-6.6,17,52;, >
UL R2717::39,1~2Q-:66;\/~;;V!"i
LJL R3501-52. 3~15-~(('\':.)?:'
UL Design U305; .',\:';,';'1;
ULC Design W301 .';':".:
OR 64-8, 2-4-64
'~:1'W:~' , GLASS MAT GYPSUM BOARD, WOOD STUDS
~1)t,1a~rl/.. proprietary type X glass mat water-resistant gYPlum b\loldng board applied
~;parallel or atrlght angles to 2 x 4 wood studs 16" O.c. with phosphate coated nails, .17/,"
~~F:'lOOg,V."d~r;cupped heads, S" O.c.
~\'" ..:: , . '.; ..: ",.., ':
Joints staggered 16" on opposite sides and covered with 10x10 mesh glass tape and tile
, . adhesive. (LOAD-BEARING)
PROPRIETARY GYPSUM BOARD
5/," Dens-Shield" .
";'1:.'
:'f
.... G~SUM veNEE~'~~g~~~:VENEERPLASTERI . ; ,'''t.,
Illyer 1/a' type X gypsum veneer balJe apPJledllt right angles to eac;h side of 2;,,'./ .y,ood,.
,~16" o.c.~th5d etched Il8ils, 13/." long, O.pgg" ,shank, 1/4" heads, 8"~1/1'~
~~m ~neerplasterapplled ()Vereach face. '.' ". ':;L,1 .
~ joints 8~gered 16": and horizontal Joints 12," on opposite sides.Sounipested
, .'.. J~~uffi;,,,,neer plaster. (LO~BEARING) . :'
;: "; r'~';'; ';~'; " : '\ \."" . - - - ' ";
, '......~......
"'f'''''~;~;'
:'.t..~Ul8'~~~~:i~:~r'~~p~,~~;~~t;;.;~' ".
;";:;:'.,,
,:.,10,.,'
kif',,' GLASS FIBER INSULATION, WOOD STUDS
.,' ,~.\" ;
~.lIIentchannels 24" o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 16"
,;(:ko.c. w1lh 1" Type S drywall screws. Base layer ,/," type X gypsum wallboard or gypsum
;;!!(veneer base applied at right angles to channels with 1" Type S drywall screws,12" o.c.
>'" Face layer 1/," type X gypsum wallboard or gypsum veneer base applied at right angles
i ':to channels with 3/." daubs of adhesive 12" o.c. vertically and horizontally.
OPPOSITE SIDE: Ba.. layer I/e" type X gypsum wallboard or gypsum veneer base applied
'/'parallel to studs with 5d coated nails, 1I/e" long, 0.086" shank, '5/M" heads, 32" o.c.
:'J> Second layer '/2" type X gypsum wallboard or gypsum veneer base applied parallel to
,';nstuds with Ba coated nails, 23/," long, 0.113" shank, '/32" heads, 12" o.c. Face layer 3/,"
:,', 'regular gypsum wallboard applied parallel to studs with 3/." daubs of adhesive 12" o.C.
vertically and horizontally. 2" glass fiber insulation, 0.90 pcf, stapled to three layer side
: ,In stud space.
iJoints staggered 16" each layer and side. (LOAD-BEARING)
GYPSUM WALLBOARD, RESIUENT CHANNELS,
'i:. GLASS FIBER INSULATION, WOOD STUDS
, il,~~8,lli~nt channels 24" o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 16"
, ; ,ii, o,C. with 1", Type S drywall screws. Base layer I/e" type X gypsum wallboard or gypsum
;;'z:!'lfeneer baSe applied at right angles to channels with 1" Type S drywall screws '12" o.C.
H:,' Face layer 1/," type X gypsum wallboard or gypsum veneer base applied at right ,angles
l,to channels with 3/." daubs of adhesive 12" o.c. vertically and horizontally. '
'~POSITE SIDE: Base layer 1/," type X gypsum wallboard 'ot~veneer base lWP!ied ",'
f" parallel to studs with 5d coated nails, 11/," long, 0.086" shank, 15/M" heads, 32" o.C. '
Second layer 1/2" type X gypsum wallboard or gypsum veneer base applied pa,rallel to
{ii ,studs with 8d coated nails, 23/s" long, 0.113" shank, '/32" heads, 12" o.c. FlIJcelayer '/."
:$.;iJegular gypsum wallboard applied parallel to studs with 3/." daubs of adh~ive 12" o.C.
&:,~i vertically and horizontally. 2" glass fiber insulation, 0.90 pcf, stapled to three layer side
~i{t in stud space.
1'>:' '
'r~6Ints staggered 16" each layer and side. (LOAD-BEARING)
GYPSUM WALLBOARD, RESIUENT CHANNELS,
" . ", GLASS FIBER INSULATION, WOOD STUQS,
,-.->."... '- ,.- .
I\fChahilels 24" o.c attached at right angles to ONE SIDE of 2 x 4 wood '.
with ad coated nails, 17/," long, 0.086" shank, '/." heads. 1/2" x 3" gypsum
..tiller strips attached to plate at floor line with 6d nails. One layer ,/," type
. ,wallbOard or gypsum veneer base applied parallel to channels with 1" Type
;:'screws 6" o.c. at horizontal joints and 12" o.c. at intennediate channels. 1'/2"
!l!~~~ntq.a.pcf, stapled to studs in stud space. .
SITE SIDE: One layer ,/," type X gypsum wallboard or gypsum veneer
rightangles to studs with 6d nails 8" o.c.
joirrtiutaggered 48" on opposite sides. Sound tested with 3'/2' glass fiber ins
'~~.space. (LOAD-BEARING) .
This Space L8ft Blank
;.:,",:"
:~.\~., ~~.~"..'\. ....; "'\'~'.~:i;.. :.' ~';' .. ....:.:.J~ .,":.~'t
Thickness:
Approx. Weight:
Fire Test:
67/," .
12 pst
UL R3660-2, 12-3-68,
UL Design U313
RAL TL69-117, 12-16-68
Sound Test:
Thickness:
Approx. Weight:
Fire Test:
63/."
2 pst
UL R3660-2, 12-3-68,
UL Design U31~
RAL TL69-286. 6-20-68
(Rev. 9-4-68)
Sound Test:
FIRE SIDE
Thickness:
Approx. Weight:
Fire Test: .
Sound Test:
5'/s"
7 psf
OSU T -3127, 10-4-65
RAL TL77-138, 5-5-77
-'.(1
t Contact the manufacturer for more deta~iRformation on proprietaJy products.
t~)~r ;':'
".0/.-'......"" '
"'''j .
t. .'
1:;-'
.; : Bei'e layer 5/8" type X gypsum wallboard or veneer base applied at right angles to each
side of 2 x4 wood studs 16" O.C. staggered 8" o.c. on 2 x 6 wood plates with 6d coated
: . nails' 7/e" long. 0.085" shank. 1/4" heads. 24" o.c. Adequate stud bracing required. Face
ilayer 5/e" type X 9ypsumwallboard or veneer base applied on,each side at right angles
.' to studs with 8d coated nails 23/0" long, 0.113" shank. 9/32" heatls. 8" o.c. Stagger vertical
Joints 16" O.C. each layer and side. Sound tested with nails for base layer spaced 6" 0,
c. (LOAD-BEARING)/;
U~ rr S(-(>C;A-rlo10 I,u-A L.-l.~.
:...f->\i.,'....., ---
;:'"
,':'r
"
,",:
~ -:'1
,:'>,
," "'",1.r..
GYPSUM WALLBOARD, WOO~,;~UDS ,
. Base layer 5/0" type X gypsum wallboard or veneer base ap~t~ at right anglos \0 oach
side 01 2 x 4 wood studs 24" O.c. with 6d coated n!Jils, t7/.~long. 0.085" shank, W'
. . heads, 24" o.c. Face layer 5/0" type X gypsum wallboard or veneer base applied at right
'angles to studs over base layer with ad coated nalls, 23/s" long, 0.1 00" shank, '/4" heads.
8" o.c.. Stagger joints 24" o.c. each layer and side. Sound tested with studs 16" o.c. and
with nails for base layer spaced 6" O.c. (LOAD-BEARING)
t~>
THIS SPACE LEFT BLANK
~
Thickness: B"
Approx. Weight: 13 psI
Fire Test: See WP 4135
Sound Test: NGC2377,5.19-70
- bCSOU'~D ":;:;:;;1
f:IJ'..'. ....,1.
. .' .... "H
" ,
'. '. . "", :
Thickness: 6'/s"
Approx. Weight: 12 psI
Fire Test: FM WP 360.9-27.74
Sound Test: NGC2363.4.1.70
'\1'"
'1,::;;.;";'
.',":r.,..
.,
,:, ,,~.~.ltitli.
'..):-..!:,::r.~I(:'. ~~t;imfi ' ~:HJ~:
. "~"",l.\~:,rr.\!,,:~..
'Contact the manufacturer lor more detailed
information on proprietary products
"',. ",
"'.....I;;.i1;..~.;(1...\'......'.'
,/"" ~"l;:{
,t':."'1 \l~>',r:'
,t ,,,J ,
. I'}t. ~:i
i'
,hi"
,.,.n'll'
':H;~).,
..._...._.., ,.....,......~...._''''._...........__......,...
aa.. layer 1/.' type X gypsum wallboard or gypsum veneer base applied at right angles to
each side of 2 x 4 wood studs 16' o.c., staggered B' o.c. on 2 x 6 wood plates, with 6d
coated nalls, 17/,' long, 0.085' shank, '/4' heads, 24' o.c. Face layer 5/,' type X gypsum
wallboard or gypsum veneer base applied at right angles to each side with 8d coated
nalls, 23/.' long, 0.113' shank, '/32' heads, 8' O.c.
Vertical joints staggered 16" each layer and side. Sound tested with nails for base layer
.spaced 6" o.c, Horizontal bracing required at mid height. (LOAD-BEARING)
"
I
C\lijNO~~we:4135;' GENERIC)
',;-":,;,,,~>,,,\'''-''':,''l '_l.",,-,,:>: :I::.'_}"- ..... ,.., '-:, . ,: <:':;::"'::'_",' \"....,Ii.'..'.,-., ,:,..
GYPSUM WALLBOARD, WOOD siQos
';, _ ,__-;::~-~1~-',,'
Base layer 5/.' type X gypsum wallboard or gypsum viineer'. applied at right angles to
each side of 2 x 4 wood studs 24' O.c. with 6d coatei:f nall*,{~l'/s" long, 0.OB5' shank, 1/4"
heads. 24" o.c. Face layer 5/S' type X gypsum wallboard or gypsum veneer base applied
at right angles to each side with 8d coated nails, 23/s" long, 0.100" shank, '/4" heads, 8"
o.C.
.Jolnts staggered 24' each layer and side. Sound tested with studs 16" o.c. and with nails
" for base layer spaced 6" O.c. (LOAD-BEARING)
;:'
11'
I'
~
~;
1
..
~
.:::: GENERIC'
-.... ~'. ...;'-:. ',. - " ""'.--,,- ,
GYPSUM WALLBOARD, WOOD STUDS
Base layer 1/." type X gypsum wallboard or veneer base applied parallel or at right angles
to each side of 2 x 4 wood studs 16' O.c. with 11/4' Type W drywall screws 12" o.c, Face
layer 1/,' type X gypsum wallboard or veneer base applied parallel or at right angles to
each side with 17/s' Type W drywall screws 12" o.c. and offset 6" trom screws in base
layer.
Joints staggered 16" each layer and side. (LOAD-BEARING)
This Space Left Blank
Thickness:
Approx. Weight:
Fire Test:
B"
13 pst
See WP 4135
(FM WP 360, 9-27-74)
NGC 2377, 5-19-70
Sound Test:
F- -~~=]
kl~J
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
61/s"
12 pst
FM WP 360, 9-27-74
NGC 2363, 4-1-70
p--....'.u..'..'.'.'..'
"," '", ....'...
~--~-. ..=:J-. '.-
. . .
----
Thickness:
Approx. Weight:
Fi re Test:
Sound Test:
6'/s"
12 psf
SWRI 01-5920-614, 12-5-94
See WP 4135
(NGC 2363, 4-1-70)
62
t Contact the manufacturer for more detailed information on proprietary products,
~L~.Lj.'~_.______'_'h_"_' " Hdn.__..._... ....._ _
~ ':~:'-i~7?':';~-'"""O:-:-'-:--'~~' - ___"'__'__._h., ___'~'M.
i, . .
1 HOUR FLOOR/CEILING SYSTEM
ALL JOIST SERIES
(l)-\
---(D---
T JI@/L90 AND T JI@/H90
'I.
~:.:
(
\,;-
II
.t;. _ ~
~:\~l;
~I>
t:'\\;tz~"~"',
"~c)"~ ..1> : 4 .____._.(,0\__
,;, ., : ~:J
i},.!J;t:~_." " JOil1t.~let;ailforbutt.
.... :,!,~:', .' .', joints perpendicular to
, ..:. ,..:. "'.':""" "",. ,h, ",. ". framing members
" ;" .:L
/
._j @--
} :~\r::{"';.""1
li",;-:':.:"::-', ,
:2;HQU~ FLOOR/CEILING. SYSTEM
ALL JOIST SERIES
Joint detail for butt
joints perpendicular to
framing members
Floor/r~iling SystemS',:,
'~f~
--...---.-.-- .-._-_..._---_...__._---~
NER-200'ASSEMBL Y E-2
1. .111'24 minimum tongue-and-groove performance rated sheathing
(Exposure 1)
2. Two layers of 1/2" thick Type X gypsum board
3, r JI@ joists
Note
A single layer of 4%0 span-ratod sheatlling (Exposure 1) over joists
at a'maximum of 24" on-center with lW' lightweight concrete or 1"
of gypsum concrete is an allowed deck allernative. If the joists are
spaced no more than 20" on-center, a 314" gypsum concrete top-
ping is permitted.
See NER-200 for specific assembly requirements,
NER-200 ASSEMBLY E-6
1, "%. minimum longue-and-groove performance raled
sheathing (Exposure 1)
2. rVa" thick USG Type C Firocode"<' or Weslroc FireboarcF C
gypsum wallboard
3. T JI<iO/L90 or T JIil!l/H90 joists
4, USG Re-I resilient channels al 16"on-cenler
5, USG Thcrmafibo(l", Fibere)('!!'-FBX or Fibere)('!!'-SAFB mineral
wool batts
Note
A single layer of 4%0 span-rated sheathing (Exposure 1) over
joists at a maximum of 24" on-conter with 1 '12" lightweight con-
crete or 1" of gypsum concrete is an allowed deck alternative. If
the joists are spaced no more than 20" on-center, a %" gypsum
concrete topping is permitted.
See NER-200 for specific assembly requirements.
NER~OOASSEMBLYEq
-CD
r~==~-~"
, -~-
1. 4%4 minimum tongue-and-groove span-rated sheathing
(Exposure 1), glued and nailed
2. T JI<Ill joists 24" on-center maximum
3. Glass fiber insulation. unfaced batts. 3112" thick in
plenum, supported by stay wires 12" on-center and
centered on joist bottom flanges
4. Three layers of %" Gold Bond Fireshieldl1> G Type X
gypsum
5. Furring channels at16" on-center located between first
and second layers of gypsum
Note
A single layer of 4%0 span-rated sheathing (Exposure 1 ),
over joists at a maximum of 19.2" on-center with 1112" light..:
weight concrete or %" of gypsum concrete is an allowed.,
deck alternative. ; , .!
See NER.200 for specific assembly requirements," :iti,L'"
REV. 1/99 W
ii
." ~.
'J
:'
i't
,_..)
. ~ "t".~ ,
':'~ '11i.
;);:1\
I i"~
, ~:!P
," .,:.'..t
<il
',;h
'I]!
l
:'.1,;
l'~~(
..~!.
"" ,
,';' ~ .
".j
. ',i,'i, i,,:~I"_l~:, '/~i_:~;,;~~i~
., ',"'1", ."" :V.,I
'.., :(:[~~;ii~
,,, ~,;D f
! " <'J~~!.,it
.ii '1'\
:.,1'
."",
%" tongue and
groove sheathing
Blocking panel
Optional %"
gypsum concrete
ill
TJI@ joist (open-web
Trus Joist MacMillan
products optional)
W SHEETROCK@
brand FIRECODE@
"C" gypsum board
Steel furring
channel
Without gypsum concrete:
STC =47; RAL TL81-87
Pad & Carpet IIC = 54; RAL IN81-17
Cushioned vinyl IIC = 43; RAL IN81-19
With gypsum concrete:
STC = 59; RAL TL81-105
Pad & Carpet IIC = 54; RAL IN81-20
Cushioned vinyl IIC = 43; RAL IN81-21
Ph" lightweight concrete or 1" gypsum concrete
%" !Sheathing'
TJI@ joist
IT}
0/0" gypsum board
Resilient channels
Laboratory Test
STC = 57
G&HNo. USDA-11xST
2" lightweight concrete
%" sound deadening board
o/a" sheathing
Fiel(,t "~$t'
FSTC = 60
WCR- Thunderbird
;,,'._ ':J~.i;_! :-:t;::':' -
"'~"eyp54m' board
Resilient channel @24" o.C.
3" mineral wool insulation
,.iound Control Details
%" tQnaUeJ anej
groove sheathing
. 0: -1 _'(of
Optional '~",:p;
eYP<surt19'slnA~te .
,_ \--', '::. '.:":.: ;:~.f~)'t:.~;"l), t:,' .'.;,
:':.:r!~(}
Blocking panel
TJIi!J joist (open-web
Trus Joist MacMillan
products optional)
'",.' ~!.
'" '.,'
. :.~~ .:".- .-.<\:v:
2 Layers %" Type X gypsum board
Resilientc~!'Il'!n~I~)';
at 16"o.c,.dlreC;i;ly'"
applied tOJOI~,~6" ' .
suppo,rtil;l!! bf'th
layers of0yp~um
board
Without gypsum concrete:
STC = 50; RAL TL81-143
Pad & Carpet IIC = 60; RAL IN81.25
Cushioned vinyl IIC = 45; RAL IN81-26
Tarkett Acoustiflor IIC = 51 (1) RAL IN96.26
With gypsum concrete:
STC = 58; RAL TL81-106
-1 Pad & Carpet IIC = 54; RAL IN81-23
Cushioned vinyl IIC = 46; RAL IN81-24
Tarkett Acoustiflor IIC = 54 (1) RAL IN96.28
(1) Requires two layers 01 5/8 inch Type X gypsum board with
one layer 01 3 1/2 inch thick ball Insulation.
*
1W light~eig,~t concrete or 1" gypsum con~~
%" sheathit'lg' ,.
TJI@ jois~
'," -- - '.:{'~., ..' :
~"Jry.~~~.rJ~r ;;,
':""?(Nx;-':~~ ;;i~
,:.,.' ':>:;;::!\e.'t!::~;.~;;
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%" gypsum board..
Resilient channels
Laboratory Test
STC = 58 .
With pad and carpet INR = +a6
With vinyl tile INR =-1
@&H No. USDA-11 xsi)
10/0" lightweight concrete
%" sheathing
Laboratory Test '
STC = 59
INR (no test)
RAL No. TL 70-37
w%~~q~ ;~;~.~~(,[;t:;i
,Reelllen~.'fha":~,c,.
21Irher~aflb~~:1
FIRECODE"' and SHEETROCK'" are registered trademarks of United States Gypsum Company,
Thermalibe'" is a registered trademark of Thermafiber.
Fiberex" Is a registered trademark of Fiberex'" Insulation Inc,
; ~':~":t"~:~i;t"(7/1Y~:'!'
REV. 5/99 W
9.9
Design No. P522
Unrestrained Assembly Rating-1 Hr
Finish Rating-2S Min
:Ie ON PRODUCT
552
r
FIRE ~ . DIRECTORY (BXRH)
FIRE RESISTANCE RATINGS - ANSI/U1263 (BXUV)-Continued
.. ~. -,
;1; i""
1. Roofing System*-Any UL Class A. B or C Roofing System (TGFU) or
Prepared Roof Covering (TFWZ) acceptable for use over nom 15/32 in.
thiclc plywood declcing. Nom 15/32 in. thiclc plywood declcing secured to
busses with construction adhesive and No. 6d ringed shank nails. Nails
spaced 12 in. OC along each truss. Staples having equal or greater
withdrawal and lateral resistance strength may be substituted for the 6d
nails. ,
2. Trusses-Parallel chord busses. spaced a max of 24 in. Oc. fabricated
from nom 2 by 4 lumber. with lumber oriented vertically or horizontally.
Truss members secured together with 0.040 in. thiclc galv steel plates.
. Plates have 5/16 in. long teeth projecting perpendicular to the plane of
. the plate. The teeth are in pairs facing each other (made by the same
. punch), forming a split tooth type plate. Each tooth has a chisel point
on its outside edge. These points are diagonally opposite each other for
each pair. The top half of each tooth has a twist for stiffness. The pairs
are repeated on approximately 7/8 in. centers with four rows of teeth per
inch of plate width. Where the truss intersects with the interior face of
.the exterior walls. the min truss depth shall be 12 in. with a min roof
slope of 3/12 and a min area in the plane of the truss of 21 sq/ft.
3. Batts and Blankets*-(Optional)-Glass fiber insulation. secured to the
plywood declcing with staples spaced 12 in. OC or to the trusses with
0.090 in. diam galv steel wires spaced 12 in. Oc. Any glass fiber
insulation beilring the UL Classification Marking as to Surface Burning
Characteristics and/or Fire Resistance. having a min density of 0.5 pd.
As an option. the insulation may be fitted in the concealed space. draped
over the resilient channel/gypsum wallboard ceiling membrane when
resilient channels and gypsum wallboard attachment is modified as
specified in Items 6 and 7. .
4. Air DUd*-Any UL Class 0 or Class 1 ~ble air duct installed in
accordance with the instructions provided by the damper manufacturer.
5. Ceiling Damper*-Max nom area. 324 sq in. Max sqaure size. 18 in. by
18 in. rectangular sizes not to exceed 324 sq in. with a max width of 18
in. Max damper height is 14 in. InstaUed in accordance with manufacturers
installation instructions provided with the damper. Max damper openings
not to exceed 162 sq in. per 100 sq ft of ceiling area.
Pottorff Co. Inc.-Model CFD-521
6. Resilient Channels-Formed of 25 MSG galv steel. installed perpen-
dicular to the trusses (Item 2). spaced a max of 16 in. OC when no
insulation (Item 3) is fitted in the concealed spaced. or a max of 12 in.
OC when insulation (Item 3) is fitted in the concealed space. draped over
the resilient Channel/gypsum wallboard ceiling membrane. Two courses
of resilient channel positioned 6 in. OC at wallboard butt-joints (3 in.
from each end of wallboard). Channels oriented opposite at wallboard
butt-joints. Channel splices overlapped 4 in. beneath steel trusses.
Channels secured to each truss with Type 512 by 1/2 in. long screws.
7. Wallboard. Gypsum*-One layer of nom 5/8 in. thick by 48 in. wide
boards, installed with long dimension parallel to trusses. Attached to the
resilient channels using 1 in. long Type 5 bugle-head screws. Screws
spaced a max of 12 in. ac along butted end-joints and in the field when
no insulation (Item 3) is fitted in the concealed spaced. or a max of 8
in. ac along butted end-joints and in the field when insulation (Item 3)
is fitted in the concealed space. draped over the resilient channel/gypsum
wallboard ceiling membrane.
Canadian Gypsum Company-Type C or IP-X2
United States Gypsum Co.-Type C or IP-X2
Yeso Panamericano S.A. de C.V.-Type C or IP-X2
8. Finishing System-\Not Shown)-Vinyl, dlY or premixed jlrint compound.
applied in two coats to joints and screw-heads; paper tape, 2 in. wid~,
embedded in first layer of compound over all joints. As an alternate, nom
FIRE
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CITY OF PRIOR LAKE
~tparfmtuf of ~uil~iug c1fUSpttfiou
o Final Permitted 9(l Conditional e.O. Expires '8/ I / () 3
This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying
that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior
Lake regulating building construction or use. For the following:
Use Classification
SINGLE FAMILY
Bldg. Permit No. 02-0365
Occupancy Type R3
Type Construction VN
Fire Zone N / A
Zoning District
PUD
Legal Description L3, BI, CREEKSIDE ESTATES
Owner of Building Site Address 16535 TRANQUILITY COURT S. E.
Contractor's Name & Address LUMBER ONE-COLD SPRING, P.O. BOX 395, COLD SPRING, MN 56320
ROBERT D. HUTCHINS
J i ~ Building Official
Date: ~~ 43
f
City Planner
DON RYE
Date:
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
fILE COpv{
November 19, 2004
John Mesenbrink
Eagle Creek Development, LLC
7765 175th Street East
Prior Lake, MN 55372
RE: Creekside Estates LOC
Dear John:
As you know, the City of Prior Lake recently released the letter of credit (LOC) for the
landscaping and other improvements for Creekside Estates. We were happy to do so
on the basis there are no immediate plans to construct the second 24-unit building.
However, when an application for a building permit for this structure, you will be required
to submit a new LOC for the landscaping, and any other required improvements.
Thank you for your attention to this matter. If you have questions, please contact me
directly at 952-447-4230.
Sincerely, U .
Q,~
~nSier, AICP
Planning Director
cc: DRC Members
1:\OOfiles\OOpuds\creekside final\loc letter.doc
'\WIW .cityofpriorlake.com
Page 1
Phone 952.447.4230 / Fax 952.447.4245
Department of Administration
December 2,2003
,
J. Mesenbrink
Eagle Creek Development
8875 175th St. E.
Prior Lake MN 55372
RE: Hydraulic Passenger
Site: Creekside Estates
16535 Tranquility Ct. SE
Prior Lake 55372
Dear Sir/Madam:
- Elevator 10# -07904PT01-01
Minnesota Statutes Chapter 16B provides that the Department of Administration, Building
Codes and Standards Division, Elevator Safety Section, inspect and approve elevators and
manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from
the Elevator Safety Section recently inspected your facility and determined it meets
requirements of the Minnesota Elevator Safety Code.
NOTE: Compliance with Minnesota Rules and the ANSI/ASME A 17.1, Safety Code for
Elevators and Escalators does not necessarily assure compliance with the
Americans With Disabilities Act of 1990.
Sincerely,
BUILDING CODES AND STANDARDS
~~
Bill J. Reinke
State Elevator Inspector
bjr/kad (CE-2)
c: Hutchil')s, Robert Dana, BO, City of Prior Lake
Otis Elevator Company
Skarphol Construction Group
EIFormCE2
Building Codes and Standards Division, 408 Metro Square Building, 121 7th Place East, St. Paul, MN 55101-2181
Voice: 651.296.4639; Fax: 651.297.1973; ITY: 1.800.627.3529 and ask for 296.9929
Department of Administration
COPY TO BUILDING OFFICIAL
Hutchins, Robert Dana
City of Prior Lake
16200 Eagle Creek Ave.
Prior Lake, MN 55372
EIFormCE2
Building Codes and Standards Division, 408 Metro Square Building, 121 7th Place East, St. Paul, MN 55101-2181
Voice: 651.296.4639; Fax: 651.297.1973; TrY: 1.800.627.3529 and ask for 296.9929
MAY-29-02 WED 10:54 AM STEEN ENGINEERING
FAX:763 585 6757
PAGE 1
Steen ,Eoigineering, Inc.
5650 North Lilac Drive
Brooklyn Center, Minnesota 55430
(763) 585-6742 Fax (763) 585-6757
FAX COVER
TO; ~1n1
COMPANY: - ... -
FROM: :ii--<..I d & ~h _.
:}i"t: . --'1'D
DATE: o~~Cf--D~
PROJECTNAME= ~JJ ~
STEEN JOB #: J L3m c/l:>./
PAGES (including cover): J
COMMENTS:
- C.C. ~
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9S ~ -lfV7 - 'f,) V~
o HARD COpy TO FOLLOW VIA MAil
o NO COpy TO FOllOW
If you do not receive all pages induded in this fax please call 763-585-6742
MAY-29-02 WED 10:54 AM
STEEN ENGINEERING
FAX:763 585 6757
PAGE 2
SlEEN
ENmNEERlNG, INc.
763-585-6742
763-585-6757 fax
enlai I: steen @ecenet.com
May 28, 2002
Mr. J(urt Saxton
J-Berd Mechanical, Inc.
3308 Southway Drive
St. Cloud, MN 56301
Re: Creekside Estates
Steen #JBM201
Dear Kurt:
In response to the Plan Review letter from the City of Prior Lake which you faxed us.
~: ~=::e,oo;i';:::~~~;~ ::f~ ~:.,t:~c.l JPU"'" '" 'l"",cT' O'J
3. Water service piping modified. See ESI #1.
4. DraWings sent and reviewed by Minnesota Department of Health.
5. Exhaust termination tl.oted. See ESI #1.
6. : Flue routing noted. See ESI #1.
7. Ductwork routing noted. See ESI #1.
8. RPZ to be replaced by breakaway connection.
9. 2" domestic water meter. Lawn irrigation by others, 1 W' water stub~out by
J-Berd.
10. Back flow preventor installed per State Code.
If you have any questions or comments, please call.
Sincerely,
Steen: Engineering, Inc.
j?4. s: ~<
Kurt M. Smith
Mechanical Designer
KMS: pah
Designing Sensible Cost Effective Solutions
5650 North Lilac Drive. Brnllklyn Center, Minnesota 55430
MAY-30-02 THU 09:50 AM STEEN ENGINEERING
FAX:763 585 6757
PAGE 1
Steen Engineering, Inc.
5650 North Lilac Drive
Brooklyn Center. Minnesota 55430
(763) 585~742 Fax (763) 585-6757
,"~
FAX COVER
TO: ~ /Jufd~.#~ ~
DATE:
...s- -..3. ~ -eJ ;;}-.-
COMPANY:
FAXNUMBER: ~~~ YY7-'YcJ~
PROJECT NAME:
STEEN JOB #:
FROM:
PAGES (including cover):
~.
COMMENTS:
~~ ~ ~:;-f#1
o f-tARO COI~Y TO FOllOW VIA ~IL
~NO COpy TO FOllOW
/ It ~ do not receJve all pages inc:lUded in this fax please call 763-585-6742
MAY-30-02 THU 09:50 AM
STEEN ENGINEERING
FAX:763 585 6757
PAGE 2
".j
May 23, 2002
ENGINEERING, INC.
7630585-6742
7630585-6757 fax
cmail; steen@ecenet.com
SlEEN
ENGINEER'S SUPPLEMENTAL INSTRUCTION (ESI) NO.1
TO PLANS AND SPECIFICATIONS FOR:
CREEKSIDE ESTATES
PRIOR LAKE, MN
STEEN #JBM201
The Work shall be carried out in accordance with the following supplemental instructions issued
in accordance with the Contract Documents.
ORA WING~
Ml
1. Rcviscd pcr Drawing MI.11 (attached).
a. Sewer piping changc from 8" to 6" and the slop is now notcd to be W' per foot.
M4
1. Rcvised pcr Drawing M4.11 (attached).
a. Domestic water service size changed from 3': to 2".
\.,::::,1
M5
1. Revised per Drawing M5.11 (attaChed).
a. Dryer and exhaust wan caps noted to be a minimum of 48" away from operable
windows.
M7
1. Revised per Drawing M7.11 (attachcd).
a. Gas vent flue and corridor ventilation ductwork noted to be in one hour ratcd shafts.
END OF ESI NO.1
\..,';;/
Designmg Sensible Cost Effective Solutions
5h50 North Lilac Drive. Brooklyn Center, MiIUlesota 55430
MAY-30-02 THU 09:50 AM
'",,-:,:;:;
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JBM201
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FAX:763 585 6757
PAGE 3
W-2
4"
e
fY
3~81 I L_
"',,: ~
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MMABLE WASTE" I
P. SEE DETAIL. I , 4"
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SCALE: 1/8"."-0"
PLAN
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t1
S660 North I.il"" [lrivc
llrooklyn CeDter. IltN :l1l~30
783-585-&742
763-505-6757 Fa~
..
CREEKSIDE EST A TES
PRIOR LAKE
MINNESOTA
DA TE: 5/23/02
DRAWN: KMS/MRB
SCALE: AS NOTED..
.
[ ~.n ]
MAY-30-02 THU 09:50 AM
\.;'7
"->
STEEN NO.
JBM201
\,'" r" _
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STEEN ENGINEERING
FAX:763 585 6757
PAGE 4
48",,32" COMBUSTION AIR LOUVER
30/14 DUCT DOWN TO 12" A.F.r.
SEE DETAIL
WATER METER
SEE DOMESTIC WATER
SERVICE DETAIL
GARAQE; LEVEL t-NAC PLAN
SCAlE: 1/8"."-0"
NA ruRAL CAS SERVlC
METER OUTlET PRESS
TOTAL DEVELOPED LEI
TOTAL DEVELOPED LEI
DIRECT GAS COMPAN'r
DISCHARGE 6'-0. FRC
CONNECTED LOAD:
SPACE HEATING: .336~
PROCESS: 450 CFH
TOTAL: 3815 ;FHl
2~
. ..._~
!lli=l
SE
DL
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f1
6650 North Lilac Orin
6r.,<>ltlyOl Cflnt"r. MN 55'30
76,1-G8l1-~7"2
763-^8r.-67G' Fa~
CREEKSIDE ESTATES
PRIOR LAKE
MINNESOTA
.
--11
~---
DATE: 5/23/02 ~
DRAWN: KMS/MRB ~iI.ll
SCALE: AS NOTED
.
MAY-30-02 THU 09:50 AM
v
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JBM201
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STEEN ENGINEERING
FAX:763 585 6757
PAGE 5
VVj ~O'I~H \
l._.._..J 0
G)
UNIT A
&
.-
..
3.3 MBH
TYPICAL S1NCIL -BEDROOM \
UNIT EXHAUST VENT
DUCT ROUTING AND
HEA TING MBH LAYOUT
~~~
ESI
11
[ M5.11 ]
. .
-.
DATE: 5/23/02
DRAWN: I<MS/URB
SCALE: AS NOTED
6660 North LiI.c Drive
. Bt"CJ..ldyn cenler, MJIl 55430
7&3-511e-674iZ
7(13-litl5-11767 Fas
CREEKSIDE ESTATES
PRIOR LAKE
MINNESOTA
.
.
MAY-30-02 THU 09:51 AM
'-~..
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SlE:EN NO.
J8M201
\..;.,.'
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STEEN ENGINEERING
FAX:763 585 6757
PAGE 6
@
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4.9 MBH
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ORA...., I<MS^,R~ M7.11
SCALE: AS NOTED
6660 Nnr~h Lila" Drive
B.'ooklyn Center, MIV :1:1430
763-08G-8Ul:!
763-1165-11751 Fax
CREEKSIDE ESTATES
PRIOR LAKE
MINNESOTA
~
-
~
May 22, 2001
Mr. Chad Filek
Jberd Mechanical Contractors Inc.
3308 Southway Drive
St. Cloud, MN 56301
RE: Creekside 54 unit Apartments 16535 Tranquility Court
Following are the results of the plumbing and mechanical plan review for the Creekside
Apartments. Our review was based on the Minnesota State Building Code (MSBC) which
adopted with amendments the 1997 Uniform Building Code (UBC) and the 1991
Uniform Mechanical Code (UMC).
1. Provide firestopping documentation for the plumbing and mechanical penetrations.
UBC 703.
2. Sht M-l: Explain 8" dia. sanitary sewer out of building, Civil plans indicate and
installed a 6" service.
3. Sht. M-4: Explain 3" domestic water out of building, Civil plans indicate and installed
a 2" service.
4. Plumbing Plans must be approved by the Minnesota Department of Health. MSBC
4715.3130
5. HV AC Floor Plans: Exhaust ducts for dryers and bathroom exhaust fans to be
terminated four feet from windows. UMC 906 f.
6. Sht M-5, 6,7: 16" diameter flue must be in a One hour rated shaft. UBC 711
7. Detail 11 M-8: Vertical ducts to be in one hour rated shaft. UBC 711
8. Detail 1/ M-9: Can the RPZ be eliminated by another filling design?
9. Detail 5/M-9: A water meter and pressure reducing valve for domestic water and if
desired, a separate lawn irrigation water meter, must be purchased form the City of
Prior Lake. Please confirm size of domestic water meter and provide a size for the
lawn irrigation meter. The project was originally designed to have a separate domestic
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245,
AN EQUAL OPPORTUNITY EMPLOYER
~,
...J _
water line and the lawn irrigation supply line was to be taken off of the fire
suppression line. Confirm design proposed.
10. Locate lawn irrigation system pressure vacuum breaker. The pressure vacuum breaker
must be 1.0' above the highest elevated lawn irrigation sprinkler head.
All items must be addressed before permits are issued. Call 952-447-9851 if there are
any questions.
Sincere~ ,1/1 j;/ -.L -
~I~
Robtt-t!Hutchms
Building Official
Cc. Roy Denne, Lumber One
Kurt Saxton, Steen Engineering
Ron Hommerding, RHA Architects
2
fAX COVER SHEET
~ "q" ~ ~ I P.a..-.. _ {2...,...:; ':"'-'"":
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FROM J-Berd Mechanical
o
/ril'c!J""BE R D
I
3308 Southway Drive
Sl. Cloud, MN 56301
Phone: 320-656-0847
Fax: 320-656-0312
To:
......
Company:
From:
PHONE NO. 3206560312
Ma~. 21 2002 09:51AM P1
_L.l~ '~. , '.'llbd'14 '
I BiIlllF '1iI . .._
r--
fITIllIi'Y
-
Date:
Subject:
Message:
Number of pages including this one: ;;(
FROM ~ J-Berd Mechanical
11): I" L..I "'....'
PHONE NO. : 3206560312 Ma~. 21 2002 09:51RM P2
re,"''...;..l.L-'':.L.I-I..J~')L 1'ld:J :~ ,UUi 11:1., t-'._:.!
_.
May 17, 2002
SIeen &ginecri.Dg
S6S0 Norlh Lllac Drive
Brooklyn Ceuter, MiDuesoca SS4l0
Oentle:meDILadics~
Subject: REQUEST FOR ADDITIONAL INFORMATION ~egarding PllmlbiDS at
C1iftkside Estates, Prior Lakc:, Scott County, Minnesota, Plan No. 022897
r~
Wt; lift NOT able to:nut approval at.this time of the plaDs me spcc.ifications $ubmittcd for the
above-dfJsignfltcd project.. The foUowinlJ comments outlioe the changes andlot additional
Wformation thlIt.mus; be submitted 50 that 'We ..an Nrther evaluate the pl8n!l and Spc(;lifieations for
eoml'limc;e with the staD~ of this d=partment:
1. Plcue prai'ide a utility plan cletaiiing WI!.ter supply md sewer corm.ections to the b\lildir..g,
induding pipe: sizes mcl msterials. Please note tba't a utility siw plan is requited for phunbing
plan review for all new ooftStNction projects or ~~ tJI;W utUity connections will 'be
installed.
2. Pleae pro~de the project a~sS.
Please submit th" requested information promplly so we may complete our plan review. No
const!'uetion related to the above-nrfereneed pLans shall begin Wltil approval is provided by
0'lJr o:tli.ai,. When oNbmittinB addi'fional information, please refer to Plan No. 022897.
If' yo~ ba."lI'. _Y ClU8!ltioJU. pl.._ l;lOnta.c:t me a:t 651121 S-oSS3.
Sil1QCI'cly.
~f4 t'~./I ~
Bradley C. Erioboa
Public Health Sngineer
EuvirODDltmtaJ Health SectiOll
P.O. Box 6497'
St. Paul, MimlclIo1a 55164-0975
. .
B CE:lss
~: ~ C. ErickSon
G_..1. :Ialon:udODI (~1) ~U-51OO . TDO~.TI'Yl (f5J,) 2t5-&,.o .~. War S~ (800) G7-3;>29 .. _.hnJd...._nm.iU
Pear' ~ a:I UlY af me MDH I_tl.cn.. ..u ('51) 21S-5100 ..AiJ .,. e"g~ty 8ftlplo~
....I'>'Si.-.,j .'r.~~',~.~~.:: ~'~~':"'_~-"'';..';''''''.y..,..\....... ,"",-"\~"""""oi",'''''''............;....:...:~.__.''''''.''''----~ . ," .... .. .
Steen Engineering, Inc.
5650 North Lilac Drive
Brooklyn Center, Minnesota 55430
(763) 585-6742 Fax (763) 585-6757
TRANSMITTAL
TO: City of Prior Lake
DATE: May 21, 2002
STEEN JOB #: JBM201
ATTN: City of Prior Lake Inspector
PROJECT NAME: Creekside Estates
Prior Lake, MN
WE ARE SENDING: BY:
0 Originals 0 Shop Drawings 0 Disks 0Cl Hand Del
0Cl Bonds 0 Addendum 0 Check Set 0 Mail
0 Copy of Letter 0 Reproducibles 0 Other 0 Messenger
0 Ch. Order_ 0 Specifications 0 0 Overnight
WHICH HAS BEEN: FOR YOUR: PLEASE:
0 Reviewed 0 Review 0 Revise & Resubmit
0 Modified 0 Comment 0
0 Requested 0 Information 0 File for your Records
COPIES: DATE: # SHEETS: DESCRIPTION:
1 4/25/2002 12 Drawings: M1 - M12
REMARKS:
SUPPORT:
SENDER:
PRINCIPAL:
Mark B. ~
Pat par
Kurt ~
FileD
/'
t 3(05
;~,:{;;
f~:~~;:,:,: \
Lot 3; 54 Unit Creekside A~:~tnents Tr~nquility court.
j~,~11l
are the results of the preliminaty plan review for the Lot 3; 54 Unit
Apartment building. Our review was based on the Minnesota State Building
which adopted with amendments the, 1997 Unifonn Building Code CUBC) withh
regulati<;ms of the Minnesota Accessibility Code Chapter 1341. Also requirements ofJ~~;"..):)j',,;;.>
Minnesota State Fire Code CMSFC), which adopted with amendments the 1997 Unif?rm;j~'if~I;:i,:'!~\\h.
C d (UFC) .... ,',:...\.::l',y',I':,;i
,0 e . '(i~~tli'~,~jtl!\l
1. Submit signed architectural, stmctural, sprinkler standpipe plans before a buildin$.':';;
Submit signed HV AC, plumbing,' fire/smoke alann, emergency lighting/exit"
plans. May be submitted at a later o~t~'.
Submit a building permit. Submit 2 addi(ioHal building plans for a complete revie~
';!~. . y \ -, , . ';:~;' i ;! l
", ',..\
i
,'.\ .
November 15,2001
\,
, Ron Hcmmerding
RHA Architects Inc.
04 East Gennain St.
MN 56304
~'
'-';-F:~i'
l~~'{i
, ~.. ,.,-r ' i
Complete a Building Code analysis for the building. Include the following:
:!. Occupancy Classification and separations.
Classification: R-l Apartment House, S-3 Parking Garage (see UBC 311.9
~IQ~~riptitm Qf ft ~~4 g~~tlp{lnQY);
,1
b. Type of Construction:R~ 1
{ii;: ,. s~~aration fir~h resjstj~e,rating)
'_~,.~!, >." '. ,'" :':, ,j4' " .':'-' ' " . _ . ..- r .. ',- '. - t._ , '. - , .
~'i.;;...i.~..;;l..t..f.;.'.:$; d. iffer. flntft. PC., ...... ,.' ...~3."
tl!':l'::;',~~."" ','-~f.~r: ,', -"~F... ........ ..'''':'
ij\;'~j: building must e theame as per
~/lJ~ t :'\'
. .
Separation: 2 hour BetweenR-l ano::$~3. UBC Table 3-B
~~,lhoJl.l/$~3 V -l hour (2-hour due to OCCUpal1Ql',
, ""',:j11e type of construction may actually' q"
'1~1i;"p~,t th,e "type of cOt1st:lIcti~m JOI';~t \
60 .2 ",:)/
,:,:{!{:~,
Number of Stories;
R..I tlwee:'stories. Three stories allowed
f,:1i'~' ;/.'!.'f
l"~ .
.. I'l'iul' Lill~L!. lVlillll(!li'''1(P.\E.!,J)j i /1'1 / "I, fill.:!) {1{1'1'1~!.:\O /
AN I \)1 '1\l.I:~i'1 '( 'I{II .,'i1I', I ~1I'1 ( ",I "
i\;f~ ,i . '.. . . .,;<.(;">L;i~il~
.,J.'vi~,. ,id..., . ''2Ci!lli ,;d,j n....I...J. ....Ill .' l'l.IJ..w.nJ:~i1r';"::';\':\
,U0~b~w. ./ .^~~'i"JI'?'l.r;l'!1Te~~~1'!'u'''''',"''""p,<':r.';'~.1;
..ublic Way. Open Yards: 3 sides open 48'-T'-20'=28.41666' x 2.5%=71 % increa.~""';'
lo:wable increas~ 71 % for ope~ area on 3side~, ):JH
. vt: ,'>, .1/ . /~I'" I:, ...
Allowable Are~'fhcre~$es. . ~/)}t"
'('i
Total Allowable Building Area:~~sic
it);:;, .
1,~~OO x221,000 x242,000 xl.?1
~,}~~#~
Actual: }"\ 21,014; 2nd 20,337;yd ~q'P70; total SF= 61,921 under 71,820 o.k.
Jt1!l'
2. Total Allowable first floor area: Baslc
. ,..' , . ;~\~;f,~[.:
1 tJ\t500
.,::~J-~,;;-,:'
"i,'.:~r .
Stories
Sprinkled
o
Sprinkled
Open Yards
x331,500
1.71 53,865
Actual 1 S121,0 14 under 53,865iQ'
. ' ~,:f:.< '1,
Tf"
'!;
3. Total allowable seCOl1d floor
10,500
. Sprinkled
x221,000
Open Yards
x1.71 35,910
Actual 2nd 20,337; 3"120,570. Largest floor 20,570 under 35,910 o.k.
Notes:
I. A NFP A 13 system js required for fire department concerns. Also if a
system was to be used, then the sprinkler increases for the following allowable
would not be allowed. UBe 904.1.3.
2. Explain use of two-hour area separation wall.
Height and Number of stories.Actual32'pllowed 50'
Occupant load and Exiting. All units have 2 occupants per bedroom.
18 units ea. fl
1 ST 60
Total
Occupant Load
60
94
156
2nd 60 ". l : ^ 34.~ct~Vit~, ........
.. jm 60 ,~;>;q 96~a~:~~~'
h. Fire resjstive'f~q~itements: ,,' ';',;' :',.
. '.' .,'<: .' .:.,' "'4.:' . ,.: .' Wi,'
.1. Extefip5,>y~U~:~:,~trH.~Hr.~h 'li!tljj,~~j~'
Basement Exterior and Interior bearing walls:
~~,l;- :-('flt.,
2
'7./
"
,::j
" ~:;~~'f
-;""\','r,'<:'i"
~. ~-. ~ 'J
,,-,:';' {Wl:~ t.
\,
~~2.
'~.!_~i -\ ;~t~)
"""'-,' !-..;,,_p~~ ,.,~tl..J?....:,
';;-;;' " ,', ,',,-,~,,",::f ~--'~'FllJ;"~
S-3: I-hr.
I '
3. Floor-ceilings:
R-l:l-hr
2-hr. between R-l and S-3
~~~r
,,:i~IJ~r
4. Shafts (Elevator, StainYaYS'):i~')'
.',1'" '''',:-:}'}t1,:.:'
Flues, Heating ducts;:a~,"
. "~:1~r~; :_1";
Exhaust F~ns,plun)~fp(prs
"/"i/' ..1,
sprinkre{ risers, eleGtd~~V i~,;
, 'i ".y\:,~ Cd.';"
Elevator' l~bbies):,J' ,"; f%ti'
.I-hr walls and I-hI' openings in R-l
1-hr walls and I-hI' openings in S-J,'
· 2-hr bearing walls
5. Elevator equipment room:
I-hI' walls and I-hI' openings
4. An .S.A.C. determination must be completed by the Metropolitan
Commission. Contact lody Edwards at 651.602.] 113.
Submit a signed Certificate of Survey showing building location.
Submit Energy Envelope Calculations. MN Energy Code 7670.0100
Provide testing'; documentation indicating thtit exterior and interior walls,
floors, I Joists, and roof trl,.lssconstruction meets one-hour fire resistive
Shaft walls and elevator walls' meet one-hour fire resistive construction in
occupancy, and concrete block bearing walls in basement S-3 occupancy to meet
hour rating. Clear span floor/Ceiling, supporting beams and columns, foundation
in S-3 occupancy to meet tWQ;hOUf fire resistive construction UBC 703.
Note: The information supplied for Lot 1 may be able to be used if the products
components are the same for this building.
Provide documentation listi~gth~t~constnlction (floors and walls) meets Sq
Transmission.Control rating$\~>'i:f1~!~".t~sting and by design. UBC Appendix Ch .
12.:r
,:'::/~":-/> I:
Note: The, informatiQn SllPBlf~~I6bltdohl may be able to be used if the products,
compon~1it$ar@':the;'~e.f9rf~l~~~dih'~;fi,;i; i 'J
9. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5.
enclosure.
O. Submit a soils report.
3
n. Dt)tail 1/ Al O,:2YAl{)j~~\211~an~:';':, ..,A~l~flg~ all stairwells and shaft waU5mus(~
Ihr fire resistive construction continuously thru floor framing.
13. Sht A7: Class B or A roofing is required.U~C Table 15~A.
14. At time of mechanical c6ntr~,.j~irs submitting separate permits,
contractors are to provide detaiJ.$:o'netratiort firestopping: UBC sections 706
resistive Joints, 708 Draft stop$,;7' enetnitions of plumbing pipes, sprinkler
flues, heating pipes ventilatiott~;,e stpip.es,electrical and communication
710 Floor Ceilings (plumbing P,lR~ Imbing "p':' traps), and 711 Shaft
5. Post occupant load sign in Pa~~<,~ ' . UBC 1007.2.6.
',h'.
6. Provide testing documentatio~~'i~
1-hr fire rating. :l:':
!:;
derground; parking for Fire Departments
12. Install fire extinguishers rated 2AIOBC in Parking Garage. UFC 1002.
17. Provide 96" clearance
response apparatus.
':caccess:and tire extinguisher boxes.
18. Sht S5: Show draftstopping locations.
19. Provide attic ventilation specifications and calculations. UBC 1505.3.
.'20. Ho~ will 1-hritre-resistiveconstruction ;at ~~ll boxes in room 02 be maintained?
4
1. Elevator floor size of not le~s than 80"x54". MSBC 1307.0045(f).
< i ~':; .: '.
Sht. A2.1: WhattypepfflJekis usedforfi1l:1p~ce in Lobby #02?
.:. . 'k I: ..",,, ,r;
23. Provide fire-resistive constru~tion behind and below all tub enclosures.
24. Sht S I: Provide all wood species.
'25. Structural engineer to sign all stairway framing connections and structure, 2x8
'corridor floor connection to I Joists, Sht. S I indicate concrete Block foundation walls
with vertical reinforcement.
26. Clarify discrepancies pertaining to Architectural plans indicating noor joists,
Structural indicate floor trusses.
Clarify discrepancy pertainingtdD~t~ij\ II A9 stating 2xG exterior stud 12" O.c., Det~n
. ".' . " - ->i(~ '," ,";'?,:~<".'-' ,::,' '. t, ,_;:,,~~\~,:Jr
2/83 states 16" o.c."(,,, }:" .<?,
. 'i'~;;';' ",/j,:. ,;4t: .' ',\:
48. Provide Stnlctllra1Ehgineere&!:~i;a" 'gs oT columns, beams, and precast floor. Inc1llq
calculations, of Upper floor, CQm~Qt",.~' and posts being supported by precast
panel~~' ;~i: ')>.\.!:'!>f.:~l;,::\'.~"':--,j_,:,';,,~ ':":;-,;::..:-,j':<':'!'Tf''''~",''r''>':'I;:"~'~! t"-,~,:,~" -..; "," , ,
. 29. Provide structural engineered drawings of the floor and roof truss systems
all framing connections at time Of framing inspection.
'~O. She A9: window headers to.match structural drawings.
'g stalls require an access route to the
ht of 98 inches. MSBC 1341.0428,
er eight accessible spaces. MSBC 1341
" ',':',',; f~, . -, . \,
'"~,~,{,~",",::,:,',,,~ ~",',,:,::,' .,,',
., ,~;;~/'
,I:" ";;:j~~\~:i~,.
,31. S tmeturtJ~ PMm.~:~ttJiW'" 'lWti~bttl.ral pian!'i'lo'not.'~leaset>{;,I~l~Y.~;~,:
,32. Strllcturnl engineering required on retaining wall ovcr 4 fcel in height.
Provide address numbers on building. UBC 502.
Detail 12/A5 Indicate Verticalg~ab bar horizontal dimension of 6-9".
341.0456
If provided, interior HDCP viilfp
'the building with a vertical clearallce:
~l'h.
The Code requires only one van"!$pa
, ~I .,;", 'f' , .... .
Item E Subitem (2).'},i\,;
\;j'. .
36.HDCP parking to be dispel's'
1341.0403 Item E Sub item 1.
.' 37. Siamese connection and
Xp~nelsty be located by front
" 38. Provide not less than one standpipe for use during construction. Fire
,.permit required before building permit issued. DBC 904.6.2
, This is a preliminary review only. Other code' items will be addressed when the
plans are submitted. City staff will complete a review when a building permit is
for. Call, if there are any questions, call at 952-447-9851.
SlntJ)J
Robert D. Hutchins
Building Official
:~,~~: "'
,"\~~I
Roy Denne Lumber One
John Mesenbrink
. i .~~
\
":" \ "';".'j,; .I" 'ii'
!
s
RHA ARCHITECTS, INC.
ARCHITECTS, PLANNERS, DESIGNERS
104 EAST ST. GERMAIN STREET
ST. CLOUD, MN 56304
PHONE: 320-656-0787 FAX: 320-656-0789
MilR 2 8 2fm
LETTER OF TRANSMITTAL
DATE: 3-d 7- Od--
TO: ~A~
RE:~
~~
WE ARE SENDING YOU ~ACHED _UNDER SEPARATE COVER
VIA: MAIL _UPS _PICKED UP DELIVERED OTHER
SHOPDRAWINGS _PRINTS PLANS _SAMPLES
_SPECIFICATIONS _COPY OF LEITER _CHANGE ORDER
_PLAN DEPOSIT _CONTRACT
OTHER
COPIES:
DATE:
DESCRIPTION:
THESE ARE TRANSMITIED AS CHECKED BELOW:
_FOR APPROVAL _APPROVED AS SUBMITTED FOR yOUR USE
_APPROVED AS NOTED _SUBMIT COPIES FOR DIS1RIBlITION RETURN
_AS REQUESTED
RETURNED FOR CORRECTION
CORRECTED PRINTS
_FOR SIGNATURE
_RESUBMIT COPIES FOR APPROVAL _FOR REVIEW & COMMENT
_FOR BIDS DUE:
_PRINTS RETURNED AFTER LOAN TO US
_OTHER:
()J)
-~
SIGNED:
\~
~arenot as noted, kindly notify _us at on~~.
MAR L 8 iUU(
RHA ARCHITECTS INC.
November 21,2001
Robert Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave. S.E.
Prior Lake, MN 55372
RE: Lot 3; 54 Unit Creekside Apartments Tranquility Court.
The following items will correspond to your items.
Item 1: W e ~re sending you a set of plans for your review based on this code review. We will send the signed
stamped drawings as soon as the structural engineer gets back into the city. The owner will submit the sprinkler
plans as soon as the sprinkler company gets them completed and he will submit the rest of the drawings also.
Item 2: This is noted and we will send those signed sets as soon as the structural engineer returns.
Item 3: A: Occupancy Classification and separations are duly noted and the building does comply with this. (See
attached fire ratings.)
B: Duly noted (see attached fire ratings)
C: Also duly noted.
D'
E: Duly noted.
Note 1: We will be using a NSPA 13 system same as the two-24 unit buildings.
2: We have eliminated the 2-hr separation walls.
F: Duly noted.
G: Duly noted.
H: Please see attached fire rating assemblies for the different wall systems in the building.
Item 4: The owner will be contracting metropolitan waste control commission to obtain the SAC.
Item 5: The owner will be submitting a certificate of survey.
Item 6: The mechanical contractor will be submitting the energy envelope calculations.
Item 7: Please see attached data pertaining to the fire ratings and sound test data these are from the information
Supplied from lot 1.
Item 8: Please see the attached information regarding the floor and walls needing the sound transmissions.
This is the packet that was submitted for lot 1.
Item 9: Special inspections would be required the same as on the building on Lot 1. Please see attached special
Inspections and testing schedule.
Item 10: The owner shall submit the soil reoort. You should have this based qn the Lot 1 and Lot 2 submittals.
104 E. Sf. Germain Street · St. Cloud, MN 56:)O~
Telephone: 320-656-0787 0 Fax: 320-656-0789
Item 11: Please see revised details l/AI0 and 2/AI0. 2nd and 3rd floor framing at the stairwells and shaft walls.
We have added a detail to this page that indicates how the fire resistant construction will be continuous
through floor framing.
Item 12: See revised plans for fire extinguisher locations in the parking garage.
Item 13: There will be a class B roofing.
Item 14: The owner will make sure that the mechanical contractors and electrical contractors provide all the
required fire stopping information.
Item 15: The owner will post the occupant load in the party room.
Item 16: We will submit the shop drawings and these 2 items once we receive them from the suppliers. They are
specified to be I-hr. rated cabinets and access panel.
Item 17: Please refer to drawings that we have provided an 8-foot garage door and the beam clearances are 8'8"
inside the building.
Item 18: See sheet S-5 for draft stop locations there is a note indicating that they are at each party wall and at
at one side of the corridor.
Item 19: Please see attached attic ventilation calculations.
Item 20: Please refer to drawings A-2 in terms of the I-hr fire resistive construction at the mailboxes.
Item 21: The elevator cab size will be larger than 80"x54".
Item 22: Fuel for the fireplaces will be gas.
Item 23 : We have added a note on the unit plans that indicate the sheet rock is to be installed prior to tub
enclosure installation.
Item 24: The wood species are specified in the specifications manual.
Item 25: The architect is signing the drawings therefore he is signing off on these details for the floor joist.
Item 26: Please see revised structural plans and drawings this has been corrected.
Item 27: Please refer to the drawings, as the exterior walls are 2x6 at 16" at center. This has also been corrected.
Item 28: The pre-cast concrete contractor will supply these drawings.
Item 29: the manufacturers will submit the roof and truss systems.
Item 30: All window headers now have been revised please see revised plans.
Item 3 1: There is no trash chute in this building.
Item 32: We will have the structural Engineer submit this to your office or the retaining walls engineer.
Item 33: The owner will provide the address per uniform building code.
Item 34: Please refer to detail 12-A5 this has been corrected.
Item 35: The access route to be from the van parking stalls to the elevator lobby and then corresponding up the
elevator lobby this has the vertical clearances that are required.
Item 36: Please refer to the drawings that the handicap parking has been disbursed between exterior and interior
parking areas.
Item 37: The owner will be submitting the fire alarm drawings and this will indicate the Siamese connection and
the enunciator panel locations.
Item 38: The owner is to provide a skd pipe for doing this.
If you have any further questions or concerns please feel free to contact me at anytime.
Ronald C. Hommerding, AlA
, ,
. ~--'" . . ...i.:~..t,'..~~.:...'."..::;,~.".~..' _l.....,...
,~.~,..i)5~yr,':y!, ~'" ,'!',,~,~.~ . ~T"":""~",~ ",7'1
()-04 -0 J
" ",,',
. ~c~'lf ~qu' use l/~" G j'p~lIIn
';. :,~llig;.' , " ' .
. . ~ I I
.,;1':. Th~qk "(1\1,
:.;. ""' ",
.j
~ Mlke' KeMh.Tru~ Joist
"A, ..
~ ., I
"",' ,
..j',
.:.......
, ~ ,.'
.....:'
lall~l~ V.l (o"'IlV'(I~I. Jill S~ulh flrm", DUVI'" ",'IN~. Yl1I19all~ \A616 /'lIO.. 60811Y III? ""01 606.119 9~lt
!"
',,', ,.', , '," f'; :'}17;?,,~:i:';
Sound Gon.'r~,'; ,
Laboratory Test
STC='S9q
.INR(no test)
',RAL No. TL 70-37
,':~~Fi~~'eObE" and SHEETROCK" are rogisleredtrademarks 0fUnilriiY~t~fes Gypsum Company,
'i;~';;rhi;lrmaflbo~ is a rO[Jistorod tradomark 01 Thllrmafiber.., '"
','1"":\' :," ..F,II\~rel<'" is a rGgislororJ Iradornalk 01 Fiborex'" Insulalion 'nl;
:,;;;",:(j':.~~.L';;;,"i{.r)'~";::"'''''' . '
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i~~,.\:I~t:;~;,~?~ :":,'1 .~" ;,'.}:,~, "~':'::.
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--{) .... /
p..n. ('J} (1) . \
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'--'__' -{}. .--..7(,)-_.:
JOill[. dcl:i.lil ror \.Jllt,~
j()il\t~) paficndicuL.II' kl
IrWllil\(lII\CII\\.Jcr~J
t'.i
\IQOR/CEILlNG SYSTEM
ALL JOIST SERIES
,Joint det~lil le)r butt
jolnt6 p~rpendi(;l\l<ll' tb
, frainlng ,rrlcmlu;rs
," I'noar/Ceiling SYlt~~~~';~'
, '. - ...-.:~.~-_.---,---... ",~-,-~-",;~\.j'
~._._~. .._-- ._-. ~"" ."",,--~,"",'~-r"''"'tr;~jK'"
-k\''':'''';',l;.
:."....;,;.':'"',,,
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NEH-200'ASSEMBL Y E-2 ,
1, '''V~.j minimuln tonguo.and-groovo pOlformnnco IntacJ shoathttjg4,';, '
(Exposu 10 1 ) ;Ii '
2. Two layers of '/l thick Type X gypsum board
:3.I'HI\lII joists
'N o't"';'
:A luycr 01 '''Y~'U SPcllH;ltecl shonlhing (Exposuro 1) ovor'jolsts,
~~lt'!_, ,>ximull1 of 21\" on-cantor willl 1 '//' liglltwoiplll concroto arT'
< of'~~ur'n concrete.is eln allowed deck alternative. II tllo joists c,1(0
.'no mqr,e than 20" on-conler, a y," gypsum concrete top.
ornliflod, "
. "
.... :. ':. ,
'R-;!OQ for specific assembly requirements.
,
l'
NER-200 ASSEMBLY E-6
1. .II~~,., lIlil1irnlllll IOI1UllO-,llltl-qroovl! porform.ulCI) r.llml
~;healhiIlU (Exposuro 1)
;~. !}"u" thick USG Type C FirococJu"" or We~;troc Firoboar(IPJ C
9ypSLIITl wallboard
:1. TJIll;/L90 or TJI<K'/H90 joists
.\. use nC-1 ru~;iliolll Cil;1I111UI:; .11 Hi"t)l\,collle:r
~i. use Thorrnafibcl"', FilJofeX")-FUX or FillCrcx"'-~:;^Fn mineral,
wool t)alts
Note
^ single layer 01 .jl~/IU span-ratcll slleilltling (Exposuro 1) oVQr
joists at a ,maximum 01 2<1" on-centor with 1 W' liglllwoighl con.
crete or 1" of gypsum concrete is an llllowed deck alternative. If
lho joisls ara spaced 110 more 1I1<1n ?O" on-center, a y," gypsum
concrelo loppinq is permilted
~;e() NEH.;WO lor specilic ,1~;~;()IIlIJly r()qlliremenl~;.
NER-200 ASSEMBLY E-7
I. 4%. minimum tongue-and-groove span-raled sheathing"
, ;. r",,<',..(E)(po~ure 1). glued and nailed '
?"'\.M,'r,jl;ii'2.':i~-r~l~ joists 24" on-center maximum
i~~~~.}'3.rcilassJiber insulation. unlacod balls. 3W' thick in' ,; :: Ii
,:"'<):~~!'j/11i~l~nurr. sllpported by stay wires 12" on-center a"d/,,)~':\t~
"',l,,. . .>,>yi.~Qntel'"f)d on joist bOllomflanges , ',. ".\,";\:.J~;
5"i ....',i()'\!::lh1'11brpe layers of %" Gold Hand FirostlieldJO G Typ~ X' ;:h;
7"t~;;;'.T~\.., i)$L,WtI~jUll1 "",,':'~:;mffl
5, Furring channels at 1 G" on-conler locatod betwcen;JlfQlLi'>:
uf)(J second layers of ~Jypsum 'J;;'ci~ii.~,;
N,ot~-. _f,\-:,~.?i~f~L~
A sil1glo layer of "%u span-rated slloallling (Exposur~t1}/):!
over joists at a maximum of 19.2" on.contor willl 11//' IIgm~h."
wei{lhtconcretc or 3;." of gypsum concroto is anallpW~dr~";
decl< allernalivo.t:::i~kf
See NER-200 tor specific assombly roquiremonts.
;' ,I'
...t'.,. "
'ijltlyer5ta" type X gypsum wallboard or voneer .
" 12 x 4 wood studs 24" O.c. with 6d coated n
24" O.C. Fllce layer SID" type X gypsum wallb6a
,'to studs over bllse layer with Bd coated nalls, 23/s" long, :100" shank, W' heads.
.,Stllgger Joints 24" o.c. each layer and side. Sound tested with' studs 10" o.c. and
ails lor base layer spaced 0" o.C. (LOAD.BEARING)
-----_T
THIS SPACE LEFT BLANK
I'
t:C
Thickness: 01/U"
^pprox. Weight: 12 psi
Firo Test: FM WP 3GO,
Sound Tost: NGC23G3, 4-1-70
.,' .\~.
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,,,,llI,.''/I' "ii.;,\ii~'"ht~W.~,cf~~;i, '.I.,:...~fi:.l~li>~!''''~ff~;., .'.,l$.f";;,
~-'~.,..1.",,-:,- "~-\'_"" ,~''''
I.
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'Contact the:manulactLircr ior more dul,lilerJ
information on proprietary produCIS
--------.-----~- -~.---- -______n _______
"1
;1:;~'
':h~:
"';i
'J STCi IIC;: O~scrlp!lori
'.')':'" & Test No. :' ,
Ui..l'1}211r.'s~~'ln 2 iayors 112' SiIfTIllOot N/A
sum Panals;FIlIiCOoEC core-I' nom W<l sub &
Xl0 W<l JoIs116~ o~c.- nC.l ct14ll or equivalent
'CI,C, Sl;roYHII ~ base . layer PilIlOI_race
all l~chlln 12";O:C.-J9Inlsltn-UL Otis L510
i'wflh 5IQ"SlIfI/rIJOCl< lJrand OYllSln" Panels,
l:ni~UC Dill'~l1
, " ~::,' ~
Assombly not . , ,
recommondocl wflOn,
sound control Is a :\
major consideration,"
"""""""""""""""'''':''~il
no ~2 OAL.n09.141_' \~l,
RAt-IN80'5 , :",)ii'
511 51 lJasotJ on vinyl 11I0
oriented strund board'
In place of ccremlc, .~
1110 nnd cemonl bonr~
-RAl'Tl89.'A5;lj
(53 MTC}-RAL.IN89
5~ 02 I~'sed on cprpeVpad '
ovor oriented slrand
board In plllCe of co
11I0 nntl comonl boo
-OAt. Tl89.14G
' , "i (54 MTC}-nAL~1
"c' ,': ...... ,....i............., ............. .~.. .j.. .......,.......,..,. .:,......,.... ......:,' ,.. '" "..,' :,: t.:,.."~.,,. ..~"..".....................,.......,..."..,............, ....,.... ..........i'
. j)~;'c;;if;'~"t . '"'''''.:j,;~~~::''' : ~ . ~:0'i;'
'," :\":""':':,';, ",;',",!tJ,~' ,/ ~m~ ", "':~, '''''''''''''''''''".."",,,,,,...,,., "'" _";';"
\,",:0:'::')1';' .":"'(:i':~I~lJ. ~!)"~'~-'-""",~' . ::.~;:~
:');:'" ", ':t~,' '.... ."'.' . (54 MTC}-IIAL.r
I, I (: ~i;'i~,:'~~,h'.;ii1.~.:",.". '>', ,;
, ':':"1!ll6rof Q" x 0" corail1lc 11I0. 112" DU10CI(
;, Droncl'DXletlOr: ctmenl board. 1" Sl WllOCI( Ornntl Gypsum
' 1I1\Of;P~K)l$f.1Iri<'1iIfNoocJ';";2 x 10 wcJ JolSl1fi' O.C,-
3~ T'tll~W.lpl WIH.celllno uf 2layors fiIlJ'
SlfhROCK OrIlr1dGyps(u" Panels. fflfCOlll' C coro,
ovCr nC.1 cllan 10' oc,-UL Des l541
1~"'1 .l.i:i"">\l"""~"~!!',~'" ':-!}In'-';':':",,,,\, :',
~:;Pi'~.".~1 rn-l'Il1d ConIV1lCtlon'.' :;: . , '.
,,:', iFll'l.'itj;..;;' D.,illa.I'hY.lcl' 01'1
1r:.;t;r~,Ung?:, ;,:~-:: ' .'~: . ~ ____~
i';I"',1hr.:' '~
\:'~" "--~
DelCrlpllol1 a. Tesllio.
--~:....--------~
Acousllcll Porlonnence
STC IIC DlScrlpllon
& Tost No,
( ~,.
1-.'; I
.~
';.'")It'~: ,It '," lJ'l1!'~~
, " , ' " 1"1
I. I . , , .. ' ~\\
le',.I\,..\ . ,: :.' .' J!.\ 3A'v;
-.
~4l:4IMo1W'1",w...~e,~;a..~
~o SliEEll\OCIi IlI8r\4G\1lSCIl11 Penel, FfltCOOf C core,
, ,pitched ,Wo\l<l "",,~cii mIn, 2 x 4 Iumbet;' any uL Class
A. I) or C rOOflll!J:*le~RC~ 1 channels or equivalent
sPllCed 12' or,1O" D.C."""lIYPsum panols allactlod wflll
'" T~S IcroWs;foJnls flnlshed-opllonflf In~ulnliOfl
, 1I1roclly ()VOr 9yPsum'cellln9 membrane-Ul Des P522
N/^
;:
---
".
i'.;;,_f
r!.!...
!\'\f"
United S'I"; Gypsum Co'~pciny SA924
-~"-.~'--._--._~ ..-. .---_~._.n_____._
12
::~ ~-;: .;'~ ';:-~r~tj;~':h)~rl(!f~t#"-
. I...h. '. .
GVPSUM WALLBOARD, RESILlENTCH:&Mlh..s,
GLASS FIBER INSULATION, WOOD STUDS
annels 24' o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 16"
J~;rype S drywall screws. Base layer 'I,' type X gypsum wallboard or gypsum
. base applied at right angles to channels with l' Type Sdrywall screws 12' o.C.
.. :.I4yer.'I,' type X gypsum wallboard or gypsum veneer base applied at rlght,angles
~X'.els with 3/4~ daubs of adhesive 12' o.c. vertically and horizontally.
"'$life'SIDE~ Base layer 5/a' type X gypsum Wallbbardo~gyp$Otn' veneer base 'Jpplied I':
.., ;",tostuds .with 5d coated nails, 1'1," long, 0,086" shank, 1$1,~" heads, 32' O.C, .
. layer 1/2' type X gypsum wallboard or gypsum veneer base aPplied parallel to
Uh!ld coated ,nails, 23/,' long, 0.113" shank,e/32" heads, 12", o.c, F!,celayer 1/4'
, gypsum wallboard applied parallel to studs with 3/4' daubs of adhe;live 12" O.c.
rtlclllly and horizontally. 2" glass fiber insulation, 0.90 pcf, stapled tel three layer side
!~tu~ space.
I.",'
.. .~aggered 16' each layer and side. (LOAD-BEARING)
;;j~~L"
"
'~~"'" :--...~.~
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
. . '!t\:.,(\
':~;rr}:J.
.l' , '. GVPSUM WALLBOARD, RESILIENT CHANNELS, 'f ,V.:, ~tH
:,.,.... GLASS FIBER INSULATION, WOOD STUQS. .' "/'~f~i::' '~';li;'
hhels24' o.c attached at right angles to ONE SIDE of 2 >(4 WOOd~~S16'J '
d coated nails, 1 W long, 0.086' shank, 1/4' heads. 112' x 3" gypsum v,?~oard ~
'attached to plate at floor line with 6d nalls, One layer, 'I,~ type.... sum,\i
or gypsum veneer base applied parallel to channels withl''J'ype : all:
"o.c.at horizontal Joints and 12' o.c. at Intermediate cll.mnels. 1 Wgl fibet~: '
':0,8pcf, stapled to studs In stud space. :J'
'1",'('lJI' ':. I , ", . 1." ~
IOE:' One layer 'Is' type X gypsum wallboard or gypsum veneer; bas
Cile~tostuds with 6d nails 8' o.c. . '. i
;,staggered 48' on opposite sides. Sound tested with 31/2' glass fiper I on Inf.,'
ace. (LOAD-BEARING) : ,'~~ti;:: I
,- . ' ~ -'l.1:'
t. '~~f
., ~ .
. , ~ ~ ' :
Thickness:
Approx. Weight:
Fire Test;
Sound Test:
This S)PilCQ L&tt Blank
.:"'.: ,~:, -'" ~~ . " , .
t Contact the manufaetu'rwforJrri, delall~.informatlon on proprlelary products.
1"-" ,.:t::'1~k': ./
j'
;}
GYPSUM WALLBOARD, WO
, ..It
,Bs..layer Sf," type X gypsum wallboard or gypsum v81
('!i",eaCh side of 2 x 4 wood studs 24" O.c. with 6d coated".
t' ';he~~il.24" O.c. Facalayer Sf," type X gypsum wallboard or m veneer base applied
.';a~rlght angles to each side with ad coated nails, 23f,"lon9, 0.100" shank, 1/4" heads, 0"
l Qgered 24' each layer and side. Sound tested with studs 16" o.c. and with nails
.~~ layer spaced 6" o.C. (LOAD-BEARING)
I . -- ..-- .--1l----.-~ .
-~- --~._---------
-~ - -
1. ..---- ..] 1--
-----------..-. ._- -
. - - . - .. -
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
6'/0"
12 psI
FM WP 360, 9.27-74
NGC 2363, 4-1-70
. GENERIC
, ", GYPSUM WALLBOARD, WOOD STUDS
(;8... .layer 5/," type X gypsum wallboard or veneer base applied parallel of at right angles
to Ejaeh side of 2 x 4 wood studs 16" o.C. with 1'/4' Type W drywall screws 12" o.c. Face
:Iay~r ~f," type X gypsum wallboard or vender base applied parallel or at right angles to
\eachslde with 17/,' Type W drywall screws 12' o.c. and offset 6" from screws in base
"..Iayer,'
l ;':':
":Jolntsslaggered 16' each layer and side. (LOAD.BEARING)
. .\.
I.....--......_...__._-.~-..l r""--'~' .~ . ........
' '... .. .'. <.
. .- ,
..---~ ...----_..-.----.....--_. --"'-'- - . .
'-... ..--~---.-._-..-..--lJ..
';- X"" "::
.. .-.... ......-. ...~ ." -.---.'-----.. " . ':', ":','
1-_ ... . ,...__..,,__....._11 . .--< '. '. ..... "':'; ';\
..........-._.,._--._---._~._.- -"--'~.' "":"- };':
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
61/0"
12 psI ;:;1'
SWRI 01-5920-614, 12,S'94,:!1{
See WP 4135 : .il;;
(NGC 2363, 4-1-70) ,,',.
This Space L;.ett Blank
t Contact the manufacturer for more detailed information on propriotary products.
-
. .GYPSUM WALLBOAR
FIBER-CEMENT BOARD, WO
~RIQR SlOE: Baae layer W proprietary type X gypsum W .ard or 'sheathing
'arallelto 2 x4 wood studs 24" o.c. with HI.." gl1.1vanl:zed roofing nails 4~ O.c.
Ijolnts and top and bottom plates and 7" o.c. atlntermedia,te studs. Face
A," x 1'2" wide maximum proprIetary fiber-cement plank lap-applied 'at right
angles to studs with 6d corrosion-resistant nails to each stud.
((iNTERIOR SIDE: One layer I/e" proprietary type X gypsum wallboard applied parallel to
. ",j,t~d~ with F/e'!ln'looth round shank nails; 0.068" shank, 0.275" heads, 7" O.c,
;~r}l;!;;!n:ii~. " : . . , '
.Qgered 24" on opposite sides. (LOAD BEARING)
I;;;,:;", PROPRIETARY GYPSUM BOARD
I~ Gypsum '/2" Harqirock~~raJ:1d Max "C"T"
. .iGypsum Panels
5/s"f-!ardiroCk' I3rar\d Fire XT"
. . [Gypsum Panels
Thickness:
Approx. Weight:
Fire Test:
IS$UM WALLBOAFlD. OVPSUM SHEAtHING. WOOp STUDS
IDE: One layer 46" wide 1/,' type X gypsum sheathing applied parallel to 2 x
s with 13/4" galvanized roofing nalls, 0.120" shank, 7/1," or '/2" heads, 4' O.c.
r Joints and 7" o.c. at Intermediate studs and top and bottom plates. Joints of
sheathing may be left untreated. Exterlllr cladding to be attached through
. to studs.
)$IDE: One layer s/e" type X gypsum wallboard, water-resistant gypsum backing
'rgypsum veneer base applied parallel or at right angles to studs with 6d coated
'1/," long, 0.0915" shank, 1/4" heads, 7" O.c. (LOAD-B~RING)
.; \;':i~t'~;<~i,:;.'
Thickness:
Approx. WQlght:
Fire Test:
'. ',; t;: !.-,~-:~~ ;;. ,~L-,_!
I: I
i . Thl~$p~ce L..eft Blank
1 Contact the manuiactui;rtor,~~,d,etallocllnfOrmatlon on proprietary products.
~ i.'.<!>'
:~)'-''':''!.''''"-'.':' ...... ".','.':"!;.'.-_.' .;- ':"'.'C"':. ....:., "." '..; '_""'" .'.
~1"1I~~for~tIRn'9n PfWrle1wy prod~." ',: \' ',,' :
j1:.~(t~;:',:'rt~'/.~i.:~}I:/:',:, .'..~,":' '; . _:: ',- ""-.'f 'l'(~l \~,~i:.
~'Il
~lr,t!~I.!~_~~!!'~'lI~!,_ ..".. . 1....':"",<,: At~\l.~!.!~el ~C!!e(!l\~:~.~e
!!~'all.,,~y'l d~la 'Q~sGllptl41l,ll.~utr' STC nest/lptlon & lesl no.
.0 ~'iFr~m~.~. ,~~I'!..~'.Y$~. .~. .,$.i. ",' ,q ....111. ~g.1!1'.. ",i.:m. .... ..J,... ,.;,1YIw,f1LrJ......~.$,~r.( t:\Wlinll"al"r\'''''~''''' ,_.
ubte Stlld~Mis~ W~, . .rf.learfrtg)"z'2;;Houf RaOnO'" . '.' .' .
.~ '
~--
[-~
~ "'..' .
Wd sllld-2 layols x' SIfEETIIOC.K brandgY~SIli11 panels. flnECOD[ cUle.
OllIS Ide. bOlh sides-x' SHEEtnoCK bland gypsllm panels. f1IlECOOE cllle.
Inside. bolh $ld8S-2,4 wd $llIds 24' o.c.-UE Des U342
AHOIIl.llo hascd on W SIlEETnOCK hrand gYPSlJlllllannls. flllECiJOf C cOIn. '01
holh olllslde dOli hie lilYo, ~ In$lde single layer-GA Wp 3810
AHernal. b~sed 0\1' ~"SIlEElOQ~K In.1nll IIYI'SllIlIl'anels. f11l(COOr C ((lie. "7
('"lsid.dolble laYci{oIlIY;:\~WP 3812
:'1: ':/F~r:
'}~ri.,
;';'.';n,.,
",:. ;;tj;......':',~,:~(~~.~~~
~~'.~:;;{i:
Double Stud Chase Walls (Non'Load-BeaHng).~~1'+Hour Rating
,,.;. .'_:, -:' ;:';~.,~':/i,!>'
I
,Ti". T(r3""""'.":k~
",;,,;~!:...
!~i::'I~_ 0~~=
10'
l_ =r-%=~=.~~::=~~~~;;.
. "'1' i:"
. ".
1 t ", " ,.;" i.!
:Qt}l"'~~/1t"rmlH
f- "
51.1g Wd SlUd-:~';~fjm
CO(0-2KJ non.I~'~oa'l
30all-panol5 n3110.\l7' o.
lin~porllll c.ll,lkoof,Aosl.
;~.~~,:.:"
Jllj WPSIJlTl p.lIlols, fl[\[C,O[)(
'If,' 0:c.-2xJ pl.11051'
IEHMAFIOEIl 5MU ono side-IOill(s
~.15Cf! on UL nes U3D~
Slag Wd Sllld-...~{$lj
core~2,4 16" a.~':O -panels all Wllh 6<1 clrl n.1ilo 7"
oC.-2" TIIEf\MAFio' .... e~perllO c.1l1lked-joinls
fin-.est. lira JatillQ basel! o,~'lItOcs UJ05'
Wd SllIll-h~'r.I.1Y"' X' SII[fIl\OCK b,a,uII/YP'"1Il pallel'....1.1<:" l.ly"r
~. 511([, !flOCK hrand OYPSIIIIl p'/lols. f11li:COIH' r.oon.laOl;II.,'"''
In h,lSj!'laVd(~2~,' w~ !illlrl'116" o:r. .~'CA WP 5510
Double Stud Chase Walls (Non-Load-Bearing) - 2-t1our Rating
T~......,.-~.:;:;:;:;.,:;:.:-~~-;:::.."':;
_...~._....~. rl~/r' .....~ ...-
. _______I/~L .....___
, lOW _'~__"'I\_/I"'"
Tr:'3EE~~:7~:~'!i.::...::
'8- ~ lliL
..,;;~&t~~~~,~&G::.t
Wd SllId-21.yels X' SIIi:EII\OCK bland QYPslIlIlpallols. f IilfCOnr
<or.-2 lOWS 2x~ 16" O.C. 0/1 sep 1,lalns\' apall.-h.150 1.1yef all Will, ["I
,-Id n,1ils 24" o.c.-IM.e layer .1l1lYIlh UdCldnails W o.c,-'slagger v",1
Inillls 1 G' o.c.-pw," r.,'l1lked-loinlslil\,.CA'I'(P.3828
.>.J.'
.; , ',~ il; :~. '. . !
51ao Wd 5111d-2 layers X' SIICETIlOCK htand gyl)S~~I.:p'~ols. .',
IlAfCOOE Ccore~2,4 16" oc'. on 2,G clmrpl~le'-b~'Ullyer all WIth 611
CIlI n'il~ 2f'to.c.-I.ce layer all willi 8d 'Id n.aH~ 8'O'!I.i~. '. tagge~ V"I
joinls 16' o:C.-pOIII" call1ked-jolllls lin-GA,WP,S91...: t, .
~~:;l{.
,',i:.Wood Framed Wall Systems - Conventional Lath & Plaster
". ': . Wood Stud Partition (Load-Bearing) -1-Hour Rating
~'m'z...""""'~'.'Ci". ..w:.~;'t_'.~':
::ti!:I~~=~_~.~~.~..
-'- ::.: .~.~"'~:>;:.~. . ":'-~I:
.\ };
'f: f;'~',
Wd s'u~4W~o. t;K~A.t.ltl~s.:MQrSI!lo~.\4' DC.
~" 1:2 PYP"!fU,Sanrl pl~'I'\AI';"IlAiW~ 343Q :
;..' <,"",'1, ..
'.' ,"f:'~'
~~;~Jl~., O.C,--
.r~~.tl
.':tHl
/~>L
..'J.
. ..,. 1i1' "
.: "'::~"I.:, I
", '.' ~
;t~A.j.'~I~'~ :;}
'--:,'!:"!i.-...,"i' ,"
\It
I." ',:' f' ", I ',~
. ~.
,.., ! Il~', ' ','1'
. ~~ , "
Ii . 1'~\\'lIJ,tll
ub.I~.StudWall (Load-Boarlng) -. 2.HQllr R~tl~n'
Plumblng'Chas~ Wall"'")!" OUHOCK cor"en' p.1he130l1 \:'
cerami<; 111......2 ',ows 2~4 W 0.'. on 2,8colH plale-3l1'
TItER"WI.8(R SAf8ijOlh'4ylllci....bp~rd allViIHI'''" f!UIIOCK
ttUiwl af \M' u~J;J, I\!lUi i' (l.c,*\GI.H, \:\fjil\d..l.-'..iI......tnQwp \~ aU"I.
IlIawable dll"" blad,...\\IHI'41$.0505 ~ 8500
)", gi.1sS libel bnth wails-.
h.lseli on Tl.7J.?24
n.lse(1 all SCICWS 01llal1s I' o.e-
n-nUB
4S
lIased 0" f1IlECO[)( core panels"';;
n.G9.21 J
!)~l
11.",,1 on I~" TllllIMMlOfll SArU'
"' cavIly..Q . H BW.J2ST
~d
"6
T[.69-214
O.lsed on 3l1" Ihick inslllaholl ill OliO
cavily-USC'11012D
GA.HCC.3056
!Jil
H
51
n.G9.211
GA.HGC.2377
J7 USG.84D4D4
40 Oased on all.
'00
SA.84D523
l... J
VALUATION REPORT
~vrl&hl 0 1994.leBO EvaluatIon Service, Inc.
,Ii:
!?i\t~i, ~;,::~':
'~U1nv Catl.ory: ROOF. WA,~~AN~~ FLOOR;~^~~b~oncrUl8 In~~IlIQnry (Z16)
"1Ei'itORE'PREcAST,:PMESTRE&SEO'f Slabs are produced, plant cut and preparedfoF"bh'~i()
OL,"OW-:CORE fLOORAND'ROOF: SLABS dance with approved plans, . . '.' .'.
'OLllfCONCRETE PRODUCn;'COMPANY C. FIre-resistive CDnwucllon: Flre-res!stlve ratlhos forti
415 L1LAC:STREET,: '. are as set lorth In Table No. I. :: ..........,"::',:i~!
(."LIN~ LAKE~iMINNESOTA 55014 . .....,.. :,. D. IdnUncallon: All slabs are marked: "AexlCO~esl~b:~val;:"
.:-J'I. Sublect: Aexloore Precast, Prestressed, Hol\o~.~oril:: port No. PFC.2790,1I Prestressed Concrete Irnltltutnlant'c
;)1!Slabs. .;"i,,~:>; document Is also provided lor each prolec!. ..' .,);;"I':!:~:
::.:;'. .11. DlSetlpUon: A. General: Flexlcore slab$ 8r8/'('" . III. EfldlnC8 Submitte~: Structural data, fifete~\'~eport$~riJ(
i~\irhoMow'core concrete slabs 24 Inches wide andt control manuaL"'! . '.::<~;i;
;<,Jof .8, 8, 10 and 12 inches. Fabrication Is. in'; .;,,1)\'
24.lnch-wlde steel.forms.wllh .speclalMd bul, Findings"...,....,
!streSSed reinforcement Is attachMand tensions ,(\ .' ';'.\~;
:rrnent Is placed as r8Qulred bydeslgn.C1rcular.1/ '. IV. findings; That Ihll Flexlcore Precut, PreS'f~lltiHqll
lated 'rObber tubes during casting. After conCl'llte Is' pob,: vlb'ited. ' ~~tj~~nl~ ~~IID~o~::~~J..:~!~:lrr~~s~he 1991 U~J{~.T.,c",',:"" ,.~.J.......~.,..."4.... ,..~,.~.....,..,I!"I:"",""","','," '..
;ji~$creeded. and partially cured In a kiln, the tubes arlldeflaled and removed. . :.,. '.
:';' Formsarethen removed and slabscutto specified lertgths. Curing IS com- 1. The ullts are designed In conformance.wlthlb.UU' .
",,'1.;'.' pleted belore shipment to the lobslte. Ing Code provisions for prestressed concflt,iflj
'>",:;,;.!.)... B.O"Ign: Design of Flexlcore panels conforms with standard proce' lions IIlUst be subl1ltted to tt10 bulldlno~"!~',rfi
.dit/.:'.' dures lor prestressed concrete members as reg\Jlated oy Section 2618 of lIon~ .r"
";1';' the COd'e, ThiS IhdOdes conMete toppino acting composkely with the pan. 2. When a flre-reslatlve fallng 18 required 'j'
{ 81s, The unrts are deslgnea for each pro)ect&CCOrdlng to span, loading, . cover, concrete aggregale and slab thle" ." ."
""..,,>i:+: required. tire-resistive construction and othen;onditions unique 10 the No. I. f;:~W!'
-:\,;~_... . prolect. The hollow-core elemants are Intended to fomnl continuoUs hort- 3. All reqlllred welding Is performed under] .
zont!1 deck sy~tem to suPPOrt orraslst. alivertleal and horlzontalloads\n conlormance with Seellon 306 althe co4
conjunctlon'wlth a /'9lnforced structural topping. The bond developed by 4. The units are fabricaled,t the Molin Con'
lhe poured'lrt~plll(lutruclurallOpplnQ and. the $l.bs Is as allowed by Sec- hV facility, 415 lilac Street, LInD lak..;Mlnn..bi
tlon 2617 (1)01 the code, Where braCing Is provIded by Qther'metMdsor quality control program admlnlstered.,by ':lhff J!r
parts ot a structure. units may be Installed wlthbuttoppli10, using suitably trmed Concrete Institute (NERQA.' 05). . . . ,iU;
daslgned and detailed shear-resisting connectlons to prevent dlsplace- ,. . '. ."'''.
ment In any direction, InClUding separation or~~ea!1na ~'the ~Ide Joints 1993 Accumulative Supplem..t 10 the U.B.C.. ThISl8,P~,~'J~!f
or the units. Shear values set forth In Tabl. NQ;~6-E olJhe cOQe m'tll- oy the supplement ';' ,~:;,j'!Jki!'}
loV/eutor bolts grouted Into the cores wt~h the SP8Cill~d ~~b8dmen,t. This rllport Is sublect to re-examlnallon hi tw'; y"ij.:, :.Wi!fi;:
TABLE:'Nb. J.4Cti.OULE Qf FLEXICORE FIRE.RESISTlVe RATINGS' " ' ! , : i' 1:>1"
"..lilIlfi9~:.)i:: :, OVfll ":":D' (Ine....) tHou,,) AI' . .,; iI,,,. ::.
Us 2
1 3
1 h 2
2 3
I I
8.10-12 I h 2
I Cuban.1e lI&gfegllle concrete.
2Minifrllm 'J-inch 1ie.rin~ widell at $\lpport$. }oint ~IQllI1Inc~ ~h.1I be betw~n III' &l1d '14 inch At the
,~ bOllom of dlb~ fClY Ihe enUre len~lh,
~~3,('1t':or(:l)!1CfeteIOl,llI!,,~.,~h:i"::,h~lhiCk GYI'-Crelc (P\(OiUAllon Report No. 3mllopping m,y be
'. .WPliln..1 ~ay\~lrt'~i4'6i!'~II~ i)ric'l~' or C(\J}CP.to added tOlhe precast unit during hbricatlon.! 41 ~
".'t:;l\ae Streei;Uoo !.;akOI; MIMelll,".1L
,q" ,;h',: ' ", ',..- ,.' ,., .., ' ,
..:,,~:,~.,d~'"
':"1"'"
,,,1.1'
n.~,':
:llf'",
.,.k,
~i~~F .
,i*!
~
"Jl\dJ.1';{'::;'
'",.,', '"
: i
t...,.
BPO/ij4t1olt 'NPiHt'''J1CSO'B,iillJJitl;;''~rot~; lilc., 4N-'''U.4'DMy.to p;.o,I4# 1n{/OrmfJlto/llo Cia,"", ""nlb", 0/1('80, 1It/11dnr 'hi~od,~~.;i
\ ti~d.f;~B~/s.iilt';;Jit,,"''''''libl II bf ~o;,'trl4ld II' "#ni,,II';;' .,,"wlle, ora/lY "th" <<Jlrib;.I" fI'" Jp'ol/lrallyGdIl,.i'H4 """IIS fUl' ,,.IIl/Hi,,,,f '.
'dfitiiJk~'ii#~.I'IW'''.JJ'n''''~'''i'':'' "f'; .' .... '. . . .'" /'.'/"
'h.ktm""iir;:.~'iNq~1IIiOifliidfji;,;,uj.,'i~;;i~,.i,,.~~~~i,;.'J1ii~jilb.IiJ'4"J ,Is. apill~~~{r~;icBO EIi4b~~~~ S~I'YIc" l/1t., UCb";~~I"'fiJl,'
.ItiM i'ii,,/t.,.ridlOl'tJtIIli' "/iJ;'biIJ it", nlllpMllJ1 "It!dtllltfa 10 "!4k'IlJalnl'pr/ld'"t y,rljltiaJtoll.' Tis", IS JlO.\IldI"NIl'Y I1J 'leBO HHM"i~nS"
Ot-./;"pntd,'ill I' .iijl "Fillllll'" tlr Dtllir mGtUr In ,lrt rt~11 or tJ"6 tllIY prod"n cO\lfrld Ii.v ,,,, "fill;'; This dlScla,,,,ir 11I,1114.s, ~"Il, l'iOllt,,~i.~
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i;llofll1ulion 0<1 ~ecvrtty 3CC8$& plnpl.. r... J.L. 1,IQU,trt". Otl.n~on Gp..,I:,I"~G, $W"I'I 1 1 lQOIJU or c,.)1 t3ctOry.
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" ,"::",CNPDVI.,..OlllV "!;FER TO TAOL.
---- ~~, .f.lr--t ,~'I \o(~"Ib?U......
114~1
FIGURE 2
3..HOUR CEILING
INSTALLATION
DETAIL
MODELS FO, FOSS,
"f:FER TO TABLE
FIGURE 3
1..HOUR CEILING
INSTALLATION
DETAIL
MODELS FD, FOSS
REFER TO TAlllE
..,...
I
I
FIGURE 4
WALL
INSTALLATION
DETAIL
MODELS FDWn,
FDPW
n~"~" TO rA!.lL~
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... ""'I ru.nt! C~lINQ l-'8\U. ~()t! 41,l;~ VI" TO ~.. X ~'~~y
. 1I0oe,e ~Ir. ~., J.L. Indll.~' Oetqntion C'Pacl~llJ~;$"i~t"'n 1 1 f90,'JU or cll1 '_<;1i)fY
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:';;,',0\11 concrete masonry uni!6 m~nv~actured bt Ancti<:'BIOCk. Company:
'ritk.~ 1) exceed mlplmum standards as estabJJsh 'Ii , STM.G90.96 for Type 1 unltG ,'i"'i
~~:;d'.' ~) meet rail (!xl,ting code rcqulrement9'(Mi 'ta State 13ullding Code is based on tho Uniform 8u'lcji~ '(?P~?J
of ,U.B,C.).;, i:."!,,, <,,('y;,'<7
~)'TypQ 1 . Moisture conlrdled units. See Tab III 1 (~~j~ure Content gequirements lor Typo 1 units) ASTM !lPColt!"Qllom&-t9
r~lii:!, Concr4te Masonry Unlt3'(,,;~f>' .,'" ""Xi
'tltAlI standard welQht aggregate conforms to4her~qtlJroment9 of ASTlvI C33.93. AlllighlWeight aggrogato confOtms kl'~t\.~i,:]~
'I' ." I fAST C n ,... '" i....,'''"'. ' , i. " 0;"..;
.i' requ remants 0 M 33 '-,,4., "'::\;"i~l< ""'i/,('
l!' ;;)qj~~) '\;' '
~\ ~.
Arc reslstanoe of concrete matonry unllsl~t~~r
aggregate. The ~uiv/lllilnl thlckne$$ \$ C
unit. Itl9 oaloulated by multiplying \he ac
has, aQ equivalent of 4,Q In, (7.625 x 52%:;':4)):<
~d by ltllil "ljquivalentthickr,es(j" of the block and 1M tyP~ of
" thickness Qf the blaok If all the concrete was molded Into a solid
"$Q WlhG %,Of sOllds, As on example, an 8' block with 52'rt s9lldl:!
'groutor thl;njqulva1ent thlcknofj5, tho groater tho 11m rqllng,'
"i: Ughtweight ~ggr~gate (ltxpMCled clay) hUB botler fir. ratingthtm sturdard welghl block (siliceous gravol). Ar; ll.~
4jsexample, M 8' standard weiQht block hEiB a 1 hour retlng ond on 8" Iigh\WQIQht block :"las u 2 t\our rating. Fillin\11he',
1#i.(~cores of the blook wllh grout or other non.combuslible material will inc;rUSEl the fire rallistl'1CO. Applying pIAster.pr.
~tgypsum wallboard will alBO increa~~ the flrerC9lstnnce. .
],:;;;~U. ,',
;'fi::tatlmaled Fire Resistive Periods 01 Walls und PwtiUons Qr HOllow Concrete Muwnry;
~t~; , " , ---~ ---
Minimum EqUivalent Thickness lor Rating:,; Of:
T'!eJ or COl1~~e AI";J9regate: 4 .t:.~':.'..-.__,~3 Hour 2 Hour __
Expanded Clay (L1 hlWol hI) 5.1" 1,.9' ~:..__
Siliceous Gravel (Standard weight) 6,2" 5.3' 4.2'
.
(Based on Teble 7.8 . Unllorm Building Code..8s adoptee by the Minn(;~O!1! Stale Building Code.)
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57
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Urgent:_ Please Review:__ Reply ASAP: _ For your Info: ~ Please Comment: _
....."....,.....):
i..";:~!~;~"j:i';'~r. . ;:, "
; .,. " ..<""<Since 18!i1 .
CONCRSfEPRODUCTS COMPANY
...-'. ," ..... ....~ ,"" -;.' '., . .'
FAcm~tlEcOVERSHEET
. . - :l~'!.';' ,
une 25 2001
RE: Creekside Estates
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415 Lilac St
Lino Lakes MN 55014'
ph: (651) 786-7722
'.,ji::::~;':
Draft. Fax: (651):783..~~qt,~;:i'
1-800-336..6546 ' . ..:,:{.):::
E-mail.sa1es@m~1in Cd~;i;i,;~i'
E-maii: drafting~~~~I.~;~'~~A'
http.//www molin66;m'\:';'~F.i;~ilij;;:i
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":1': .':i:i;l.i~tti
)jj\HU\i!jC';\~ ents:_ .' . ,;. ' ....
tilig info. for plank, beam &cblumn,;1f Y,ou.have any questions you can reach me at (651) 783~
Thanks, . .i{:> ; .
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i,'From: Dan Peterson -
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.Pi'fN:asi1J eams
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PLANK DEPTH 'rJiouR
6"UBC
8"
2HOUR 3HOUR
NONE NONE
USC&UL NONE
use & UL uae
USC & UL use
NONE NONE
g USC&UL USC' & Ul"
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10"
12"
6" w/topping
8" w/topping
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10" w/topping
12" w/topping
use & UL
USC&UL'-
"'1"
. Topping may be 2- Concrele or (/2- Gyp.Crele.
.. Restrained bearing condition reqlJired.
UL Deslgr\Nos:J919 &J921
use Rallngs !rom ICBO Report No. PFe.2790.
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Molin Concrete Products Company. 415 Ulac Street. Uno lakes, MN 55014
Office; G51.786.n22. Fax: 651.786.0229. Drafting Fax: 651.783.3401 . Toll Freo: 800.336.6546
e.mall:sa1es.@iholin.com.draftlng@mOlfn.com
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4301-4302
Chapter 43 '
....... FIRE-RESIST1VE STAt-t,'".
>:X;i;)1~i;~~jbeher81 ':"~" ;"
:;:')~:'n":,Sec. 4301. In additioa to all the other requirements of this code, flre-resistive
~:l~'i{: ' ,... t~rials shall meet the requirements for fire-resistive construction given in this .
. ~'"ii.:> pter. .
'-:,;":.,:
'~)'; '.:" ?"::';.;' " '""" ~I,<"~':
'!X:;;';;':"~re-re$lstlve Materials and Systems
)\i~!;~irSec. 4302. (a), General. Materials and systems used for fire-resistive purposes
. iI"i;", ..<.~l be limited to those specified in this chapter unless accepted under the
. . .'~~edUIegiven!n Section 4302 (b) or 4302 (c). For standards referred to in this
, . ;chaplQ; ~ee Chapter 60.
The materials and details of construction for the fire-resistive systems de-
Scribed in this chapter shall be in accordance with all other provisions of this code
'except as modified herein,
".For the purpose of detei'miningthe degree of fire resi$ta,nce afforded, the
;'materials of construction listed in this chapter shall be assumed to have the fire-
ImiStance rating indicated in Thble No. 43-A, 43-9 Ql" 43-<;. .
..'. As an altCfJ1ate to 1iblc& NOSI 43.A1 B and C1 fll1.mi$t1vI construction may
,beapplOved by the buUdiDg official on the basIs or cvtden~ submitted by the
. non ICSpODSible for the structural design sbow;l)Sthattbe'cOnstruction meets
.crequlrcd rue-resistive classification. .',>d'~';~J(:"',i:,
. (b) QualiC1c:.atiOD lJy "ThstiDJ:. Material or assemblyolmar.enlls of construe-
:','tested inaecordanee with tberequirementssetfOhb inU~.lJ'C. Standard No.
~l ,$haU be rated for fire resistance in accordance with the results and conditions
f,.\\lch-teSlS.
EXCEPTION: Tbeacceptancecriteriloru.B.C. StandanlNo. 43-1 forexlerior
bearing walls shall DOl be required to be grealer with respect to heat transmissioll and
passage ofOamc or bol gases Iban woutd be requlre4obl!ollbCarin& wan in the same:
building with the same distance to rm property lijjO;:~~.Xposure lime period,
. '. waler pressure lIId dlll1liOll of appUcation for thel~1fieijD;lesl shall be based
/: UponthefR-reuSllve rating detennined by this.~~eptil)n"i; ,
'r~-resistive assemblies tested under U.B.C. Sii;nd'" .':: '.'" .43.1 shall not be
:rlsldercdto be restrained unless evidence satisf~~ l)uJlding,qfficial is
.. i~hed by the person responsibJefor;the struct~W,S.~c)loVin't,~atthe
Ii'uction qualifies Jor ~.tl:S~tJli,n4~,~.I~.sSifi8~t ~~8\ ~\t1l\M'. B . C.
IndardNQ. 43-1. RtstnunedconsU'ucllon shih ........ ...... ..... ... On the plans.
~(e) Calculatlng Fire Re51stance~ The (jre~resl~tive ..tUng of . material or
:~sseinbly may be established by calculations:T~Pfl;icedures used for such
calculations shall be ill accordance with U.B .C. SiandardNo.: 43-9.
(d) Concrde. . '
"CARBO!:'lATE AGGREGATECONCRETE,jscOni:~ete m~d~With aggre-
Ji~scoi\srstint: mainly of calcium or. magnesiUril~arbori~t~.,e.g. . limestone or
plomite, and containinC'40 percenl or less qUlittl,liher(?~plnl. .'
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~302-4303 \.)~IFOf!M.ltQ(~
. . . ,:-';-' ":~'--':'~:;/",;':!'~;,"~ ,
~l9HT.WEIGHT AGGREGATE CONCR~Tg i~,~\lnl.:rctcrnq<.l~'.Whl)~.;>:
~r~gates 0,1 c.'pandctJ clay. shak.s,lag or slate orslnlereJQy ash arid I!Ic;i~liHh~\'!;'
' If> II S;/XI. .'. .... ..' . ',..,.... .,..'r .... .,'(~!jj'liF?~
<\'I'! 1~~~-L1GHTW~IGHT CONCRETE is t;ont;rctc made with a combina~i~n .'
of .:xpan~ed clay. shale. slag or slate or sintered Oy ash and natural sand. Its Uqit'
weight bigcncrally belween 105 and 120 pef.
'. SILICEOUS AGGREGATE CONCRETE is concr\!t.: made with normal.
. weight uggreg;ltes consisting mainly Qf silica or compounds other than calcium Or
. magnesium carbonale, and may contain more than 40 percent quartz, chert Or
,flillt.
(elShotcrete, Shotcrete without coarSe aggregate shall pe classified in accord,
once with the aggregate used.
Protection at Structural Members
See:. 4303. (a) General. Structural members havinglftefire,resistive protec~
tion SC.t forth in Table No. 43-A shall be assumed to have ~cf4e.resiStance ratings,
sctforth ~rein. '.. . . .' '. .<::
(b)' .Protective Coverings. t, Thickness ofprotectiol1. The thickness ~rfiJll::/""
resistive rn~teriaJs required for protection of structural m<:rnbers shall !)c;Dcxtcu'i,i;,
than set forth in Table No. 43-A. except as modified in this sectioll;Th~fiBUj'e$:j:'(
.. shown SUl!;be the net thickness ofthe protecting materials and shallllot i!lc:14M:},i,;;~
any bOltow$pace back of the protection.' . ..)t'.t:j:i%ii.
2, Unit ~iUOnry protccUon. Where required, metal lie.s shall bee/l)becid~d ~'b~ljl
'transverse jOints of unit masonry Cor protection oisteel colulnIls. Such ties sJxall <";
be as set forth in Table No. 43-A or be equivalent therelo.
J, RelnCorcement Cor cast-In-place COJltt'ete column protection, Cast-ln-
place concrete protection for steel colulJU1s shall be reinforced at the edges oC such
members with wire ties of Dot less than .18 inch in diameler wound spinlly around ') i
the columns on a pitch of not more than 8 inches or by equivalent reinforcement. J
4. Embedment of pipes. Conduits and pipes shall not be embedded ill 're~
quired IItC protection of structural members.
5. Column JacketIng. Where the fue-resistive covering on columns is e.t-.
posed tt) injury from moving vehicles, the handling of merchandiscorotbtf:.:.
means, it shall be protected in an !iPproved manner. . '.' . ;:::;'.
6. Ceiling protection, W1iere a ceiling forms the protective' memb~e.Jot;, .....j(
fltC-resistive BS3emblies, the constructioos and their suPPOrting horizoiltllIslrl,iC_.r.,;::'"
!ural members need not be individually fire protected Cltcepfwhere suc~ meinbc:11V.;!UV
support directly appJiod lead. fr9m more thllQ Q~ n!:19r .9f !'99f: The ftflH~ r~\',:':;;~.
m~iil!nee ~halJ be fi6118U thill fill\1 r~ijlllted ttJr lhdivldua1.pl'OteetioJ ot!t\~~;;:';'
bers. <',
Ceilings shaU form COlllinuous fire-resistive membranes bUl may h~vc.l)p#lj~'
iogs for copper, sheet steel or ferrous plumbing pipes, ducls'and ~lerl.ticaJ~U~~:'
boxes, provided the areas of such openings through the ceUingaggrc~_ttfP9~Jjj!)~\'
thulOO square inches for any 100 square feet of ceiling area. Regardie$$Qf'stZc:t.
duct openings in such ceilings shall be protected by approved celling: f~::;' tfW.
698
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4303
dampen. Access doors installed in such ceilings
! ........ ;,"~s door ..ssemblies listed for such purpose".
.....,)I...,);',::..':;..:.:..~......'}.....i EXCEmONS: I. L.arger openings thiD pef~.' .' 'oiay be installed
.. , . . ).ir: ','~;'\: ;",;(,: Where snell openings IIld the assemblic$ in which thtY~are in accordance
:',' < . (::U:Y":'U!".\ . with the results or teats pursUaDllO the provWOll$ of Section 4302 (b).. .
L ~':!lr "/::J,!::;2.Ceiling fIR dampers may be omitted from duct openings where fare-resistive I
,~: ';'~'~:,'.t}~ti: :~~".:~wn that fare dampers are not necessary 10 ~ailltain the fire resis~ce of .
:;1), . '.; ,:;::", "tlrldividuaI electrical outlet boxes shall be of steel and not greater than 16 square
::,j. . . ,. .
."ml:bcs in area.
J":~7, Plaster application. Plaster protective coatings m~y be applied with the
Tahbh coat omittcd when they comply with the design mix and thickness require-
',inents of'Iables Nos. 43-A. 43-B and 43-C.
. , .'. ",;,.'JhIss protection, Where trusses are used IS all or part or the structural frame
,'aft4pl'Otec:tion isrequired by Table No. 17-A. such protection may be provided by
'r~.resistive materials enclosing the entire- truss assembly 00 all sides for its
.\ CllIire length and height. The required thickness and construction off1re-resistive
J a$Scmblics enclosing trusses shall be based upon the results of fulI-scaIe tests or
. combinations of tests on truss components or upon approved calculations based
ODsuch tests whicb satisfactorily demonstrate that the assembly has the required
i. Ii' rue resistance.
:);i;~,(;t',,;!!:~:, !'b~~e~~e:~ ~de~~~~~~ ~:t~~t::~c=:e~b~e ~~e~~~~~gt~
. ......... . .,: wifhiD 1 inch of the surface of the fU'e protection..
'\; "/i " , ~, ReJnlJbeOrcing, Thickness of protection . for concrete or masonry reinforce-
.. Jl1cnt shall measured to the outside of thereinforcernenl except that stirrups and
~pitalreinforcemeDt ties may project not more than 117 inch into the protection.
',:1 ,~.Boaded prestressed coacrete teadoQs. For members having a single ten-
"(jbii1or more than one tcodon installed with equal concrete'cover measun:d from
.tJ\oc:'riearest surface, the cover shall be not less than that sct forlh ill Table
. N'o;"43.A.
,~i\l)': \:,:,',i:y:;J!otmembers having multiple tendons installed with variable concrete cover.
r,:"",x",,:t)lj~aYCOlge tendon cover shall be not less than that set forth in Tab,le No. 43-A.
';. ",":Hi)i:.;'::}!".'~Yided:
':":;;,,<";:";"<Jj'iii(;'~~>The clearance from each tendon to the nearest exposed surface is used to
l;:>:m)l,':lj!",:r,;~);\),;~~~\}'(determine the average COVer. . .'
"1",:' '.. '...:..:.....',:.... '.:.,,',..11P ..ilJ.. '.'.;.'. I.n n.. 0 case ca~ the t1..e ar cover for indi~i~uallen.dons be le~. s th........ a...n... one half of
:: ';"',:,\llti.:that.sel forth In Table No. 43-A. A mlDlmUm cover of )/4 \Qch.for slabs and
;::Httj~1~~'~J;;f'~!\roktJ\linch for beams is required for any aggregate concrete. '.'
" >. ,",' n,} i "'c: For the purpose of establishing a firc-resistivc rating. tendons havinl; a
' . 'clear covering Jess than that set forth in Table No. 43..A shaUnot contribute:
more than 50 percenl of the required ultimate moment cllPilclty for mem-
bers less than 350 square inches in cross-sectional area al)~6S percent for
larger members. For structural design purposes. howcver;ii~dons having a
reduced cover are assumed to be fully effectivc.g::~,
ved borizontal
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~~ '~i '.l: ;." . .' . . ~. :'~i ~~ (J '.:" f; .'~~ 'f "
f1.A1 TRIM
ANOll/T
Il€T\JAA TRIll
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lL"lUAIl lJUM'
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MUST BE MOUNTED ON THE lW:K Of 'll1E CABINET Tue.
ALL PANORAMA SERies MEETS "-D.ll. PROJECTION CRITERIA WITH UCI;PTlON TO: 1010, 1828, 1830, lOla, 1028,1030,1013, 10:!3,
10:10,2018, 202Q, 2~, 2038, 2013, 2023, 2039, 3010, 3()~Q, :103a, 3013, 3123,3030,4018,4020, -Il>38, 4013,4023 AND 40:30
,
',.) , '. IN INChES
;,." ,J . liED
"',., " : . , . ' , , , . , ,
,: .'
s .. ,
.....
1815 :.w!!!-' _1835 F\.ATlffl 101/2" 24' 5 112" U 718" 27 3/8" 12 1/2" 26 1/8' a 318' Co~mlc 2 1/2E, 51:. 5X G~I~.llV2 'ui$;"S'f"
, l(qiiT 1826 ~ 1836 1 1/2" 101/2" 24" 5 1/2" 13 7/8' 27 316" 12112' 261/6" 4 718' M/ll'Cuty 2 112, a . ,'"
.: ~]817 ~W _1837 3' 101/2" 24' 5 112' 13 7/8" 273/8' 12112" 28 1/8" "31nF
- 13716' ffii2" c,
\\.;8;1 _.1 822 -1..1832 '" 101/2" 24" 5112' 27 3/8" 28 118" '2112'
1818 1823 _1338 41/2" 101/2' 24" S 1/2" , 37/8' 21313" it 1/2" 28 1/8' "2"
--
h"O'ii :'_102~ 10 1/2" 213/a~ Cosmic 2 1/2E, 5E. SX ,SE. 10E
1035 FVl1lllld 2'" S' 13718' 121/2" 20 1/8' 6 710' Gal(l)(Y 2112, S. 5112.6,10
1016 1028 10~6 1 1 1'2" 10 1/2" 24.' 6' 1 J 7/8" 213/8- lZ l/Z" 26 l/a" 6 3111' Sentinel 6
';:" "'1 017 1027 1031 3- 10 1/2" 24' 8" 13 7/&' H ,3/8' 121/Z" 26 1/0- "":'T Mercury ~ 112. s
'W".: 1.012 ~m 1~~ 4' 10'/2" 24- 6' 13 1/8" 27:stS- 12 112' 26 1/a" '3"
, F-"""1m ' 1~4 1~8 4112" 101/2" 2" 6" 13 7/8' 21 3/8" 121/2" 28 1/3' "21/2"
=--....;
.
--2m ~~ _2035 FUr lRtI 12" 21" 7 31'" 15 318" 30 318' 14' 29 118' 81/2" Any CoQmic, Any Galaxy
.' t=:;~QI6 Gr~nadlsr P,
._2028 ,....?<m I 1/4" 12" 27' 7 3/4' 15 318' 30 31S" 14' 29 lIS' 7 318' ~ntirHll 5, 10
".2017 ~~7 .20.17 2 112" 12" 27" 7 314' 15 310,- ,30 318' 14' 29 1/8' '63111' M~rcury 2 , 12. !
Uk ': "j ~~m _2022 ...)032 <l' 12" 27'- 7 3/4- 16 318' 131) 3/a" 14" Z9 I la" ", 6/8- $;lIu", 1 S, 2S
:;~\l18 2028 2038 4 112" 12" 27' 1 314' 1 Ii 3/8" .30 3/8- 14' 29 1/8" -, liS"
:',;, ";~ii-'.:.y':
'.' ';,', II 3025 3035 r.JJ1Jlf,I 111" 3Z" 7 314", 1 9 316' ~ 318' 10' .l4 118' 8112" Any Cosmic, Any GJI2..'<Y
~j028 3036 11/4' 16- 32" 7 3/4" 19 318" 35318" la' 34 116' 7 316" Cre('ladler P, ,
; 3027 3037 2112" 16" 32" 7 3/4" 193/8' ~$"3/8' 1S" 34 1/8" "S 3/8" Sentinel 5, 10, 15
'ii ~3012 3022 ' 30:12 4' Hi" 32" 7 314" 1 9 318' :IS 318" lS' 34 1/8' '4 51&' Mercury 2 112. 5
..:..;30 18 3028 303S " 112" 16' 32" 7 314" 1 9 318~ 3:S3l8" lS- 34 lIS' '4 1/6' Saturn 1 S, 25
',", :;"c', ill ":." ,,': j
, ;"'11 ~4025 '~S fI.Al'Jl1il,l 20" 27" 7 314" 23 3181" 31) 3/8" n' 29 lIB" 8 1/2" T....o ~:lCh 01: My CosmJc
__.4I02l! ' '036 1.1/4" 20" 27' 7 31"" 233{$~' 3Q 31'" 22" 29 1/8' 7 :1/6" MY Gal:1.l(y
i'i t .i.M7 I.b)7 2 ;}2" 20" 27" 731,," 23;1(11" 30 3/0 22' 28 118' '63/6' ,
Grcn~dl0r P. Senunol 6. 10 J
12 . ~22 4032 .' 20' 21' 73/"" 233111- 30 316' 22' 29 118" '" 518' Marcuiy 2 112. S
on __4028 ~038 .(~ 20" 27" 7 31" 23 318" "5'03lS' 22' 29 1/8' ." 1/8' Satum lS, 25
)",'<. ;,iL
'''T , ',.. '''' OIQ '''" CAOINETll WITH ALUlotltlUM rF\AMES NOTE: WliEN USING CRfw,olER P \VIlli FIRE.FlC"'OPTION CAeINET. THE
. :.....
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;'.:'i,',~i,/.~.. J.;:.t~::~ "'., DETA"n: lAND SUfiMITTAI?'SHEET
,~:l .', ,:."'t>>." !l. '.. a" .' . .:.~ ',: 't' '; I, ' ~, '_'. . .
,.....<'~~i. . ~.,,~ . . ........
..,':l:F.'- ~ ;~ DISTRIBl!~OR;;.. .,
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,JL'NDCJeTR'~8 ...,...t!ft\"i~l.... ..... ..~, .... .~,.,~ ,....."
I~ATEr QUANTITY:
450 W. 78th s~ Clrelo '.. "
QIOllinfnglOl', MN S5-t3S
];Phont: 1152.S3s..eeso
I FM: 9S2-8.j5-~2 1 8
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CONTRACTOR:
-:.-:~~-:~~_._-"'-_.~..-...
PROJECl:
o '.q'.o~... 0
"
"
APPROVED BY;
ARCHITECT: ,.;:. DATE; __ ______.__._
JL WEST COAST 6285 RANPOLPH~~ET. COMMEFlCE. CA 90040 PHONE: 323-726-9070 FAX: 323-726-9068
JL 80UTH EAST 5758 COFlf'ORATIO,"Y )RCLE. fl. MEYERS. FL PHONE: 941~9J.7500 FAX: 1141-(j93-7501
;.'.~""
FIRt-FX'" OPTION
FIRE RATEO
EXTINGUISHER CA.BINETS
~ 'W'USTR'( FIRST. U.S. PATENT NO. 5,171,079
':Inl39t, J.L ,^dlJ$lrl~ ItlfrOductd the fit.1 Flro-
A.31~.:I EllIfngul,"01 Cabinets end V;Uve Cablners
tOflJ~ In firNeled wolls. J.L:s specially designed
~ri<l P':UI1!1ted FIP.E.F")('" OPliOO to( CQOinol$ Ilt(l
,.", WJUo meet bl.ildlng code OpeClflcalIOl\' lor llro-
, ral.d....aJlsiluo~ons. W3rr'lOC!l Heftey hn cet1ified
',~d.~ted J,L;s FlhE.F)('" OPlion for I-hour and
':~:hOyr combu~lIblllllnd /1(lfl'COlllbu"lllle wall
.~lel1li'.
,,}'JRE-FX"" OPTION ELIMINATES:
, . . The coeriy need ID line rhe w;l1I OPlln"'9 cavity
llilln 'its rst.d maluisl.
" Quesswork os 10 whethOf Iho r.ro ~rr1Of I"'l~
lll!en compromised by the above procedure
To order Of 1,:.Gr.I/y. "ad FIRE-FX"" OptiOtl suffix 10
Ihe s'lYen dlgil J.L. n1O<lel nun1ber. FO( e)(~(l\pl&. If
vO/I W3,'1 Q/1 AmbG3s.:\dor 1017Fl0 with Ihe FIRE.
FX"' Opdon. M~ f", Iht 1017F10 f'X.
Tho FIRE-FX'" Opllon rore'fated C~blMIIIJl) Is 1101
a'/3il3b1e t'n 1(i/nloli.1 arid surlace mOU~1 cablnels.
!Pl:CIFjCATIO~IS
Fumj~h WHaled cob/net willi FIRE.F)('" OpUon
manufactured 1)0/ J.L. Industrtes 01 Bloomington.
MN: Cebinet 10 be labrlcaled In I1GOord3nce wlltl
.thoW3nlOCk ~ersey certified design end sholl
'~8ri,y th$ WarnOC'.k H~~~ I;Jbel tor l.and 2-hour
.c:~blf.itibleand noo'combusbble W3Us'.
.. ~~1r,tI 10 Of 13h1ic4lad in eccOldllnc. "';111 USC 7.5
r,~;rM E814-9i') lUBe 7-1 (ASTM E119-9;)
,'~hd.r positive preSSure 10 me~sure lire reslSlive
p\?(1Or't'l\4nce.
,).~ .o,~ ;;.~o~~: r.: I.~~~;~ .",~ .
S
Is dlstingulshod by lis great
crylic doors. The idanlily etyle
no In lhru COlor:; (whiIS, black.
radon. (V-Venl~l.
'!y). Th. 'sbpplejj' lexture 01
slve all,lmlnurn lIaokJn!) of IlIla
il impouible tOi remove 01
ri~, This makHil eJC1remely
$ U tOst3uran!$, ~hopping
lId1ngs. governm<lnt cenlera
n 10 1I1e publi~; wlulre bolh
~r& dOSi(3ble. "f~ddinO(l, 111~
f untexture.j 3C..ytIc dDOl for
a d~ar{' 'Iook \hat will nol clssh wilh the
d~sll)flo styl~ or 3rchll~clUrt Or 11 room or bulldlnll.
The Plll1018ma fe9lura6 s framelees setylic door.
The lutl O/11Ie P.1n0l3tYla b white epoxy CO.1ted <:DId
rolled Iileel un/eea olhelWise specified In optJOIle.
The Panorama I~ availal:le wilh SI801. aluminum. 01
'lalnless ~eellt1m.
An Pllncnma oome 6landard w~h a ContjnlJOUll
hinge. TM statlQlrd door h;Udwl1re for non,br~e,k
91.1;' doors cons/s~ 01 a zll\c plal6d pull handle
and roller catch. A cylinder Iccj( I.lilh lluibl. eM'
l, st:lod~rd lor $AF.l'LOK doors. The oabinel
door sili /lush in s 5/8' door stop, whIch extand3
bQck Into lne tub.
. SPECIFY
1. FIIlE-FX'" Option for fire-reted w.111s
2. ADAC Option: Meximum projection ror
thin w311s within A.D.A guidelines
3. Frame Onlsh faeleCI OIlt}
A. (SleeQ: EI~C11~Jlallc
whitt' epoxy primer finish
8. CAlumlnum):41180 CIMI'
Anodl~ed AJurrJnum (in/$/1
C. (Stainla~ St&1!.Q; ..
Stainl.~ Sleol fltli6h
4. 1 3/4. (3CO lrim OIl frome and door
5. RolJ0d ed!lO cOMtructiOn on 2 112' RT;
3" RT. 4' RT snd <4 112' AT rnl~S
6, FE let19ri"!l with AJlJminuOl b.:ickplate (P&Q
dOOB) or,
7. Cleer Acrylic wilh name polished edges
(C doon;)
PANORAMA n
1012P4S. ~
AOAC OPTION
PANORAMA g
1037P42 ~
1. AVAILABLE DOOR $1Vl.ES (SELECT OIIE)
070 __ CLEAR 1/4" FRAMELESS, BACKLES$,
UllLETTEAEO SMOOTH AC~YlIC Oljl,Y
C71_ ClEAA,1/,S. FAAMELESS, 8ACI(J.ESS.
UNlffiEREO SMOOTH ACAYlIC WITH
SAF-HOK
P _ IDENTITY; 311&' FRAMELESS,
ALUIAINUM B~Cl(EO TEXTuRED
OBSCURE ACRYLIC WITH FE LETTERING
AARANGED VERTICALLY M.
HORIZONTALLY (1-1) OR ALONG lHE
HINGE IA-I ON THE BACK; COLOR OF
LfTTERIIIC AJ.JO BACKG/lOVNO
AVAILABLE 11-/ COMBINATIONS OF
WHITE. BLACK OR REO
Q IDENTITY WITH 6AF. T.LOK
2. AVAILABLE DOOR OlAZlNO (SELECT ONE)
40 __ - V, BLACK BACKGROUND WMHITE LErrERS
~1 __ - V, REO BACKGROUND W,WHITE' LETTERS
42 _ - V, WHITE BACKGROVl/D WItlLACK LmE>iS
43 _ - V. WHITE BACKOROUND WIFlED LETTERS
45 _ - H. B~CK BACKCROUNO WIWHITE LETrEAS
46 _ - H, RED BACKGROUND WIWHITE LmERS
47 __ - H. WHITE BACKG~OUNO WleLACK LETTERS
48 __ - H. WHITE BACKGROUND WIRED Lemi'lS
50 _ - A, SLACK BACKGROUNO WMHITE LltTTi'RS
$1 __ - A, REO BACKGROUND W!WHITE LE'TTER3
52 _ - A, WHITE BACKGROUND W/SLACK LETTEf:S
53 __ - A. WHITE BACKGROVlJO WIRED LmEflS
3. OPT1aNS (SELECT ANV)
- ALUMINUM TUB, MILL FINISH;
BREAK gLASS HAMMER AND CHAIN
= COLOR ANOQIZEO TRIMi ALUMINUM ONLY
-.- COLOR EPOXY TUB (REO OR BLACK) . .', ""
- COLOR EPOXY TRIM (flED OR BLACl<); STEEL ONLY
-- FE LffiEAS IN BLACK. REO OR WHITe
- FlmJRA 'FIRE" HANDLE
- STAINLESS TUB, fJ SATIN FINISH
__ STAINLE6S TRIM
- STAINLESS DOOR ANO TRIM,
_ .e SA.nN STAINLESS
17 POLISHED STAINLESS
= ~8 POLISHED STAll/LESS
.: !
.~
j:"
l' '11
I.' .' Ii
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...~::ii~
0'. l~" J,~
':.: ':~'~li ~~
. '0' ~o ,
, ~ ;\,; ~~~ --:: tf
" ~;f~;);(~:~':
:...~~~<1~'!2.
-
PANORA./.AA n
1035P50 ~
PANORAMA
1036043
W/Si\F.HDK
/"
---
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./
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--
..-
.G-IT SERIE~..
INSULA TED FIRE RA TED ACCESS PANEL FOR
. WALL AND CEILINGS - ALL . SURFACES
.r~~i'!C"SPECIFICA TIONS"
it,,' , 16 G~V~t::- COLD ROLLED STEEL FRAME
"J 20 GAUGE COLD ROLLED STt:EL DOOR
;ii; ., '" 'HI""F'R< RA TEO INSULA noN
A:j:\k . . '" WIDE: EXPOSED F"LANGE
. :';J;~ FLUSH CONTINUOUS PIANO hiNGE
SPRING ODOR CLOSURE
FLUSH KEY OR METAL KIJURLEO KI.JOB OPERA TED LOCK
FRAMES PROVIDED WITH 1/'" MOU~JTING HOLES
F'HOSPHA TE DIPPED Y.1TH BAKEO ON RUST INf.lIBITlVe:
GRA Y PRIME fiNISH
IT;
(~"':"h, ,i':
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., .,......:,...'1..
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,
INTERIOR R(LEASE MECHANISM ON PANELS CREATER THAN lB"
IN SIZf:
OPTIONS
DRYWALL
:rSCR(W
On sizes 18" x 18' c"d lorgor. uea olJxiliory spring
provided with door. Spring must 1)6 seCurely Ollcchea
to onC}le broc~et on door onl] to framing above door
hinge. Spring must be insto"~d so thot door IS self
closing. (ror ceiling application only)
0- ROUGH OPE/.JING /
0~:(OOOR SIZE PLUS 1/4")
"
AUTOMA TIC
DOOR CLOSER
o GALVANIZm BONDERIZED STEEL
o STAINLESS STEEL WITH I' SA TIN POLISH FINISH
o STAINLESS STEEL COI~l1NUOUS PIANO HINeE WI YH STAINLESS
STE:EL PIN (AVAILABLE ON STAINLESS STEEl PANELS ONLY)
o CONCEALED PIN HINGE
o MORTISE PREPARATION - CYlINOER PROVlOED BY OTHERS
DOOR WIDTH
FRONT ELEVATION
NOT TO SCALE
bLS TINgS:
1 1/2 HR. "B" i..ASE:L
INSULA TlON
.d (f @
<J MASOW~"'. U .. ..,
\> ~ iNCHOR (OPTIONAL) C t11 L US
o -/;i- ~
WRAP?ING OF'
STVO NOT -
Rf;OUIREO IN
1 HOUR CEIUNC
..A.:PPlICA noN
-.r
~
Warnock Hersey'
... .-
....
. ~ ..@
DOIJaL€: LA YER OF
~/8" F'IR( CODE DRYWALL
I" f'lANCE
'8
CHIP OUT MASONRY TO
CLEAR BOLT COVER
CUT - THRU SECTION
NOT TO SCALE
~~.c;;o .AC;;o~~S.~, f.RO.PUcr~
1701 MADISON STREET NE
MINNEAPOLIS, MN 55413
PHONE: 888-4 J 2-3726
FAX: 888-312,3726
PR.OJECT:
CONTRACTOR:
ARCHITECT:
-------..
..---.._~..-
~..,:p.;ly
DAn.
ClUAM'rfV
HrLt
RMR
08/21/98
C-IT.DOC
10
~. Metropolit-':\n Council
~ Working for the Region, Planning for the Future
Environmental Services
November 21,2000
Bob Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave.
Prior Lake, MN 55372-1714
Dear Mr. Hutchins:
The Metropolitan Council Environmental Services Division has determined SAC for the
Creekside Estates to be located at Five Hawks & Priorwood Street within the City of
Prior Lake.
This project should be charged 40 SAC Units, as determined below.
Charges:
Elderly Housing (w/washers)
18 -1 bdnn x 1.5 people = 27 people
36 - 2 bdrm x 2.0 people = 72 people
SAC Units
99 people @ 2.5 people/SAC Unit
39.60 or 40
If you have any questions, call me at 602-1113.
Sincerely, , ~. ~
J~wardS
Staff Specialist
Municipal Services Section
JLE: (210)
001121SC
cc: S. Selby, MCES
Eagle Creek Villas
230 East Fifth Street St. Paul. Minnesota 55101-1626 (651) 602-1005 Fax 602-1183 TDD/TIY 229-3760
1\11 I-:'/lIul ()1',XH"fWtU.II J-:mp/o.lwr
JUN 6 2002
MINNESOTA DEPARTMENT OF HEALTH
Division of Environmental Health
REPORT ON PLANS
Plans and specifications on plumbing: Creekside Estates, 16535 Tranquility Court SE, Prior Lake, Scott County,
Minnesota, Plan No. 022897
OWNERSHIP:
SUBMITI'ER(S): Steen Engineering, 5650 North Lilac Drive, Brooklyn Center, Minnesota 55430
J Berd Mechanical Contractors, 3308 Southway Drive, S1. Cloud, Minnesota 56301-9513
Plans Dated: Apri116, 2002; December 1, 2000
Date Received: May 29, 2002, Apri117, 2002
Date Reviewed; May 30, 2002
SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the
Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which
this plumbing system is connected. The review is based upon the supposition that the data on which the design is
based are correct, and that necessary legal authority has been obtained to construct the project. The
responsibility for the design of structural features and the efficiency of equipment must be taken by the project
designer. Approval is contingent upon satisfactory disposition of any requirements included in this report.
Special care should be taken to insure that the material and installation of the plumbing system are in accordance
with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should
be retained at the project location for future reference,
Enclosed is a copy of the report and transmittal letter to be forwarded to the project owner.
INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of
the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be
covered prior to completing the required tests and inspections. Provisions must be made for applying an air test
at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code.
A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the
fmished plumbing inspection. It is the responsibility of the contractor/installer to notify the Minnesota
Department of Health when an installation for a state contract job, licensed facility, or project in an area where
there is no local administrative authority is ready for an inspection and test_ To schedule inspections, contact the
state plumbing standards representative for your region, or call the metro office inspection hotline at 1-800-926-
6216 (7:30 a.m. to 9 a.m.), or 651/215-0836 (8 a.m. to 9 a.m.) on Monday, Wednesday or Friday.
REQUIREMENT(S):
1. The utility site plan appears to indicate three proposed apartment buildings served by an 8-inch sewer. The
drainage fixture unit count of the building on Lot 3 referenced in this report appears to exceed 800. The
8-inch sewer shown on the plan may not provide adequate capacity for all three of the proposed buildings.
The sizing of this sewer should be reviewed with the city of Prior Lake.
2. The flammable waste trap shall be constructed in accordance with the Minnesota Plumbing Code,
NIinnesota Rules, part 4715.1120. The interceptor shall include:
a. A minimum holding capacity of 35 cubic feet.
b. At least 3 feet of depth below the invert of the discharge pipe.
c. A water seal of not less than 3 inches on the inlet and not less than 18 inches on the outlet.
Creekside Estates
Plumbing
Plan No. 022897
Page 3
May 30, 2002
2. This facility is served by new municipal water and sewer service connections.
3: The utility site plan shows hand-drawn revisions for this building. The domestic water service was
increased to 4 inches in size, and the sanitary sewer was increased to 8 inches in size.
Authorization for construction in accordance with the approved plans may be withdrawn if constrqction is not
undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean
that recommendations or requirements for change will not be made at some later time when changed conditions,
additional information, or advanced knowledge make improvements necessary.
Approved:
~~ C~ LX-
Bradley (, Erickson
Public Health Engineer
Environmental Health Section
P.O. Box 64975
St. Paul, Minnesota 55164-0975
651/215-0853
BCE;mak
cc: Project Owner
Steen Engineering
J Berd Mechanical Contractors
Mr. Robert Hutchins, Plumbing Inspector
Plumbing Unit
File
.~.,.."..I.~ . ...ltIe ~.t. fr...
Engineering Services for Noise and Vibration Problem,>
P.O. .Box 100 Carva MN 55315 (952) ~g-3'90 ~'ax (1)52.) 3(18-3810
J Q.llU:U'Y 20. 200:;
Jobn M~\nbrinl::
Eagle L'rcok Devek,plOOnt
7765 E. 17 ~th. St.
Prior Lllkc, MN 55372
Letter Report
Iolln
Tbi~ Illtlcr report III to let )/011 .k.now that] completed the ~ound illolal.ion Iclll3 Cf1STC) of thr~:\'\ wQ}l sectiol1!i Qf YO\lr
Creek Side BS\.ilte8 complex., 1653S Tranquility COIllI, in Prior Lake. A t'onn:tl le.polf. wlll follow liS Boon llS I am
able to check my field calculll.lions. t do nol expect U1e 1'1l5uli:s l~' challge \'I1u~h it' MY.
Threelcst.g wel'e complelCd. There weIll for bedroom to lx~drOOlll (Apt.1f 108 - 1(9), hedroom l() liviJlg mom (Apts.
N 114 - 115). and l1liviug I'COn) to living lQ(\m (Al,u.4I1IJ - l1A). Rellwlll Wt':le as follows:
OeJerluUon
He<h'oom to bec'l.rOO:a1
Bedroulll to Living Room
Livins Room 111 Livill8 Room
A~rtq)llut I'll
108 to 109
114 to 1\:'1
11310 114
~
49
49
49
.~',tJIiolll1f}8 of Mf! VIIii'M-III BiUl4/II' C(I4, eMU*" &14""1 (l'SIr:.l reBIfJt8 I~f 4.~ or Rl'MJer fU /JIm;", tll, STC
r~'lr"r'flllnt,' for SONml IIlt)/lIiIoll.
J will be tra.veling for th~ ccmimkr of the week. If you hlLVUIUtY queAtions, you ~ Iry to reach me 011 my cell phone
f:l,[ (612) 237-4415 or leave a. ml.l88age lJU my office [XKme lU (952) 368.3590.
Bell! .RcglU'd~
R(,ger Andi:liiOl1
ACOll.tlcs &: Noise Contml
A(:w~li."~ It NIIIIlC l:n\t~
.__.,""'...._-~--_....-..
~ rI'lEC!ll11'!t!({J)N !8NGUNlElE!B.UNG>> !INC.
The Environmental Specialists
December 23,2002
Client: Bohn Well Drilling Co.
Unique Number: -~
Tech. Job #. SDW-02-7151
Date Submitted: 12-17-02
Re: Analysis of water for Nitrates and Total Colifprm.
Sample Site: 16535 Tranquility Ct.
Prior Lake, MN
Sample Location: outside
Analysis of water sample collected by [he client was performed utilizing the Ion Sele<.:tive
Electrode method for Nitrates and rhe Pre:>encel Absence method for Total Colitorm as specified
by 40 CFR Part] 36 of the FederaJ Register,
Analysis of water sample was perfoffiled under lab certification #027-053-300 which is certitied
by the State of Minnesota under the Safe Drinking Water Program to ]?erfunn anaJyses for total
coliform bacteria and nitrates.
Date
Sampled
Time
Sampled
Date
Analyzed
Name of
Sampler
Nitrate Results
(mg/L)
12-16-02
9:10 am 12-17-02
Bohn < 1.0 Ne alive
"Greater than" values are denoted by ">11.
"Less than" values are denoted by "<It,
mg/L = milligrams per liter
This sample DOES meet VA.. FHA, Minnesota Department of Health, and U.S Department of
Health standards of"l~ss than" 1 organismllOO milliliters of water and "l~ss than" 10.0 milligrams
of nil rates per one liter of water.
Laboratory tvlanager,
, J 17
~5..t:lCA.J!. ,.,tl{JC{/~'/(
Steve Bodnar
640 EAST MAIN STREET · ANOKA, MN 55303 · (763) 712-9502
FAX: (763) 712-9504
<:G/<:G 3Sl\;;ld
l\;;l:)n~\;;IH:)3H Gd38f
<:TEG9!;9G<:E
Lp:!;T EGG<:/GG/TG
FR0I1 t1ESEt.IBR I t~K CmlSTRUCT I ON
PHmlE t-lO.
9524475036
Jan. 21 2003 09:05AM P1
Eagle Creek Development LLC
7765 175'" Street East, PriOr Lake. MN 55372
PhO~~(05~)4A7'5058 Fay. (952)447.5036
Fax
To: Building Dept. - Attn: Linda
Fax: 447-4245
From: Lori
Phone:
Re:
Pages: 2 including cover
Date: January 21,2003
. Comments:
Linda,
John will be stopping by to piCK this up.
FROI'1 t1ESEt~ER I t,lK COtlSTRUCT I ON
PHONE t~O.
9524475036
Jan. 21 2003 09: 05Ar1 P2
ff !B rr: fl/ 11' !Ii. ()) H IE 1:'1 rq, U N lB 11~ m.}] 1-1 ({ij ~ [[ N rc ~
The Environmental Specialists
December 23, 2002
Client. Bolm Well Drilling Co.
Unique Number --
Tech. Job #: SDW-02-7151
Date Submitted: 12.17.02
R.e: Analysis of Water for Nitrates and Total Coliform.
SiJllple Site: 16~3S lranquility Ct
Prior Lake. M.N
Sample Location: ou!side
An2.1ysis of \\'a1er sample collected by the diem was perfOrmed utilizing the Ion Selective
Electrode method for Nitrates and the Presence/Absence method for Total Coliform as specified.
by 40 CFR Part 136 of the Federal Regiater.
Analysis of wu.t~ sample was perlbrmed under Lab certification #027-053..300 which is c&!"tified
by the State ofMinnc:soUl. under the Safe Drinkil'lg Water Program to perform analyses for total
coliform bacteria and nitrates,
Bohn
I~Nitrate ResultS
! (mg/L)
L< 1.0
"Greater than" values. are denoted by ">1'.
T ota! Colifonn
Results
I
: (positiv<-lnegative)
r
N Jltive
.Date Time I Date
Sampled Sampkd! Analyzed
I
I... 12-16-02 I SU 0 am ~/J;-17 -02
"Less than" values are denoted by "<".
!l1gIL = milligrams per liter
Name of
Sampler
This; sample DOES meet V.lIt.. FHA, Minnesota Department of Health, a.nd U. S. Departmellt of
Health st8ndards of' 'Iles!! than" 1 o rgaoiSIT'J1 00 milliliters of water and "le!Ss than" lQ..Q..milligrams
ofnitrares .per?~.~ titer ofwatel'.
Laboratory Mana.ger.
" ,: :I"
. ';:>'CJ.? ,C:u? ,/'$.aOi./...,,?
"gteve Bodnar .,
_a...._-
._-_..__.......~..._..__...._...._.',... ..--..-------.---
640 EAST II1AIN STAEET . ANOKA, MN 55303 · (761) 112-9502
FAX: (783) 712-9504
._..._.."......,},........._t._...............
STATE OF MINNESOTA
ELEVATOR INSPECTION REPORT
DEPARTMENT OF ADMINISTRATION
BUILDING CODES AND STANDARDS DMSION-ELEV ATOR SAFETY SECTION
408 Metro Square BuDding, St, Paul, MN 55101-2181
Voice: 651296-4639; FAX: 651197-1973
TIYffDD: Twin Cities 651%97-5353 or Greater Minnesota 800 617-3519
SITE: Creekside Estates
16510 Tranquility Ct, SE, Prior Lake, MN 55372
SUBJECT: Hydraulic Passenger
CONTACT:
Inspection Data:
Elevator ID # -07904PT01-01
PHONE:
Previously Inspected: N
#Hoistways: 1 #ElevUnits:
Elevator Type: Passenger
Unit Control: Simplex
Code Comments:
Building: Height 42'3 1/4" Construction Combination
1 ElevUnit #: 1 Elevator Mfr: Otis #Bldgs:
Lift Method: Hydraulic Rise Feet: 30 Rise Inches: .25
Speed: 125 # Landings: 4 # Openings: 4 Rated Load:
1
2500
INITIAL INSPECTION:
Rule #: Comments:
REINSPECTION: ::.~
-.....
DATE: /_/>~d 3
/0tJ1 / ~
J[t~~~?!~fj:F~~1i/!J?
~,Js tALL- Si ~rtJi~ -';0' fJChJ (JlhJ:jf'rof~Y rU10b7
j}<!ft;rh~ ::;~ t>!; porJ rc:- "rzlbeL- e.Ar
Approval StatUs:
* Approval pending receipt of documentation verifiying that corrections
were completed, Date: Inspector:
Approved: Operating Permit Issued: _ Date: Inspector:
Inspection and approval is based on the requirements set forth in the Minnesota Statutes, Chapter 183.357, Subpart 1
Construction Use Only: Construction Date: Estimated Final Inspection
Inspedor: ~ ~
Not Approved: Conditional APproval*:.x. Date: I - )~spector,
(/ --
*NOTE: CONDITIONAL APPROVAL IS BASED UPON MEETING ALL THE CODE CORRE NS LiS D
ABOVE, A LEITER OF COMPLiANCE MUST BE RECEIVED WITHIN THIRTY (30) DAYS OF INSPECTION,
White: BCSD; Copies:
_...l..
FR0I1 MESEtlBR I t.lK CONSTRUCT I ON
PHOt4E NO.
9524475036
Ja.n. 29 2003 07: 03At1 P2
&~....".I~" & 1I..IMe ~...lfr..1
Engineering Services for Noise and Vibration
P.O. Box. 100 Carver MN 55315 (952) 368-3590 fax (952) 368-3810
January 27,2003
John Mesenbrink
Eagle Creek Development
7765 E. 175th. St.
Prior Lake, ~fN 55372
Letter Report
Acoustics & Noise Control (ANC) conducted three FSTC (Field Standard Transmission Cla...s) tests ()t) your Creek
Side Estates complex. at .16535 Tranquility Court, in Prior Lake, MN. Tests were conducted on January 19,2003.
Three tests were completed. These were for the common wall between the units; bedrooms of units # 108 - l09,
bedroom to living room of units # 114 - 115, and a living room to living room of units #- 113 - J 14). Results were
as follows:
Results:
DesCl"iDtiCJD FSTC ComDlents
Bedroom to Bedroom, units 108 - 109 48 n/a
Living Room to Bedroom. units 114 - 115 50 n/a
Living Room to LivinSl: Room, units 113 - 114 49 n/a
FSTC(/ield STandard transmission class) rests were conducted per ASTM E-33 . Section 1208 of the Un(form
Building Code considers field test results of 45 or grealer a5 me.ering the STC jor Sound Isola/ion.
Data and w()rk~heet3 for rhese tests will he kepr on file 01 the ANC facilities.
Please call if you have any questions.
Best Regards
~
~~.-,----
.~Roger Anderson
Acoustics & Noise Control
Acou~bt"S & Noi.,;e ContrOl
FROt', t1ESaiBR I t,U< CmiSTRUCT I ON
PHmiE tiO.
9524475036
J an. 29 2003 07: 03At'1 P 1
Eagle Creek Development LLC
7765 175'" Street East. Prior Lakf:, MN 55372
PhonE! (952) 447-5058 Fax (952) 447-5036
Fax
To: Building Inspections Attn: Bernie
Fax: 447-4245
From: John Mesenbrink
Pages: 2 including cover
Phon.: Date: January 29, 2003
Re: 16535 Tranquility Court SE
. Comments:
CITY OFtPRlOR LAKE
.. 16200 EAGLE CREEK AVENUE S,E.
PRIOR LAKE, MN 55372
SPECIAL STRUCTURAL TEStlNG AND INSPECTION SCHEDULE
Name e.
TESTING AND INSPECTION
Report Frequency
Notes: This schedule to be filled out and included in the project specification. Information unavailable at that time,
to be filled out when applying for a building permit.
(1) Use descriptions per UBe Section 1701, as adopted by Minnesota State Building Code.
(2) Special Inspector - Technical, Special Inspector - Strucural.
(3) Finn contracted to perform services.
ACKNOWLEDGMENTS
1 '.T:.
./>;"lSach appropriate representative shall sign below:
.'/\(Owner' Firm' 1284 K.. Date:
. ~,"n"~ ~ j . -' ',' . .
.... ".ontractor: Firm: Date:
chite Firm: > Date:
. R: Firm: Date:
<J-8: 4 Firm: Date:
TA: Firm: Al'V7e~/(..A-"" Tfffir'.J:;, Date:
.... 81- T: Firm: Date:
TA: Firm: Date:
. SI.T: Finn: Date:
F: Finn: flI}pt./,v L!oAJ~ Date:
F: Firm: Date:
*The individual names of all prospective special inspectors and the work they intend to observe shall be
identified. (Use reverse side offonn if necessary.)
;!'::':,i:,;
Legend: SER = Structural Engineer of Record
8I-T = Special Inspector - Technical
81-8 = Special Inspector - Structural
T A = Testing Agency
F = Fabricator
Accepted for the Building Department by
Date
SSTI:OOC
~.
Department of Administration
June 17,2002
J, Mesenbrink
Eagle Creek Development
8875 175th st. E,
Prior Lake MN 55372
RE:
Site:
Hydraulic Passenger
Creekside Estates
16510 Tranquility Ct. SE
Prior Lake 55372
- Elevator 10# -07903PT01-01
Dear Sir/Madam:
Minnesota Statutes Chapter 16B provides that the Department of Administration, Building
Codes and Standards Division, Elevator Safety Section, inspect and approve elevators and
manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from
the Elevator Safety Section recently inspected your facility and determined it meets
requirements of the Minnesota Elevator Safety Code.
NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for
Elevators and Escalators does not necessarily assure compliance with the
Americans With Disabilities Act of 1990.
Sincerely,
BUILDING CODES AND STANDARDS
~~
Bill J. Reinke
State Elevator Inspector
bjr/kad (CE-2)
c: Hutchins, Robert Dana, BO, City of Prior Lake
Otis Elevator Company
Skarphol Construction Group
EIFormCE2
Building Codes and Standards Division, 408 Metro Square Building, 121 7th Place East, St. Paul, MN 5510] -2181
Voice: 612.296.4639; Fax: 612.297.1973; TTY: 1.800.627.3529 and ask for 296.4639
01/21/2003 11:53
3206560312
.JBERD rv1ECHAr.l I CAL
PAGE 01/82
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)1\
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'-'
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--
3308 Southway Drive
St. Cloud, MN 56301
Phone: 320-656-0847
Fax: 320-656-0312
FAX COVER SHE.EI
To: ~ .Q r ("\ ~\'
Company: Q.. " ~ d ~ ( -PC :'~,... C<. (c ~
From: ~,(+-
Date: '-2./-03
Subject: e....l ~ a.. ....... Co ...J + (~c./fr- ...) c..r<!. w~
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.JBERD MECHAN I CAL
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FEB-26-2~~ rUE 01:S4PM ID:
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AFR-5~2202 09:20A FROM:
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RHA
ARCHITECTS
104 East St. Germain Street
St. Cloud, rv1N 56304
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APR-5-2002 09:20A FROM:
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I.arson Engineering of Minnesota
3524 Labore Roed
Whit. Beer u.ke, MN 551'0-5100
&51 481".120 Fax: 851 "'-9201
ij; Larson
April 1, 2002
RHAARCHlTECTS
Attn: Ron Hommerding
104 E. S 1. Ge.rmain
St. Cloud. t-.1N 56304
RE: 54 Unit Apartments
Prior Lake, Minnesota
Dear Ron:
This letter is to confirm that 2 x 8: s (Grade SPF #2) spaced at 16" on center sparming 6'-
0" are adequate to support the corridor load.
All fi'aming members c.an be SPF #2 or HEM-FIR #2 or better.
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104 East St. Germain Street
St. Cloud, MN 56304
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MAR-1-2~02. 03i~~f F~O~:
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3524 Labore R08d
Wh'le Bear Lake, UN 5snG-5100
8... 4'f-lf2O FIX; 8$1481-9201
~ Larson
April 1, 2002
RHA ARCHITECrS
Ann: Ron Honun~rding
104 E. St. Germain
St. Cloud. lVl'r\ 56304
R F: 54 Cnit Apartm~r.t.~
Prior Lake, Min..l"!esota
Dear Ron:
This klkr is to confirl1llhat.2 x 8's (Grade SPF <) ~paced at 10" on ccmcr spanning 6'-
0" ilr~ "ct~qllllte l~" suppoT\ lh~ 1:00Tidor IO;~l1.
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*FACSIMILE COVER SHEET*
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3524 Labare Raid Re:
Whne I188r Lake, MN 55110-5100
851 .1."20 Fax: 651481-1201
Date: -k-P I2t I S- J 02-
Comm, No.
Time: A.M. P.M.
a; Larson
To: Bo g
Company:
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Fax Number:
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From:
Project: J J U
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Number of pages following this cover sheet:
Sheet numbers sent:
Hard copies will be mailed: yes no
Please call if you do not'receive all pages (651-481-9120)
Remarks: .JI.1:rru
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.....~6853619 P:3.13
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Pennlt Number
Mtf'..Cchech CO"JpliaDCe Report
2000 Minnesota Energ)' Code
MECcMCk Software version 3,:Z 'Relel5e tb
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c.;OUNIY: l,)llk~
STATE: MIMescta
ZONf.: 2
CONSTRUCTION TYPE: M\lIlilamily
DATE: 03129/02
COMPLIANCE: Pa.UelI
Ma:timum UA - 3n~
Your Homl: = 3733
1.2% Better Than Code
Al.Jove.(jr.adc Windows;md (jLu..~!.1").lOrs
Includes Foundation Windows:> 5.6 m
lil'os~ Ulazing
Arc;l. 01 C~vity Cont. or Door
I'~-riml.'ter R-Vnlut: R Vnll.lC U-FllCtor YA
2IIH :~ 'ittO 0.0 6J(J
16557 .20.0 0.0 Q:\"
389 0.050 19
46Q6 0150 1644
6~4 10.0 502
Proposed MAXimum
Average U.Factor AlloweQ U-Factor
0.350 0.370
Cl)ilinC I: Flat t:ciling or Sci!l!lOl' TNS!I
WlI1I1: Wood Fmmc. l~"" C'
Door I: Solid
W"mdow 1: Above Gnde. Odter
Slab 1: Unheated. 1.0' insul.
I"ropMecI and Maximum LJ.FaCfor .~vcrales
CO~Pl.l.:\NCE STATE~NT; . The proPf?sed b~ilt1ing oc:sign d~be;d here is consistent w~.the building plans.
spel.:Jlic:ltlons. ;lmJ other calc,,'attvtlll sUbmlth:d with the pcnnir appbcRtlon. The pro)X)scd buddms h:s been
do......... m~~ Code requftmClllS io MEC_-m"k V."",,, 3.2 R.""" lb.
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November 15, 2001
Ron Hemmerding
RHA Architects Inc.
104 East Germain St.
St. Cloud, MN 56304
~/'7U 6('(' ~"([...O r-/IS/01
I \. I ,.,L.
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RE: Lot 3; 54 Unit Creekside Apartments Tranquility court.
,. .
Following are the results of the preliminary plan review for the Lot 3; 54 Unit Creekside
Apartment building. Our review was based on the Minnesota State Building Code (MSBC)
which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap
regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 1998
Minnesota State Fire Code (MSFC)~ which adopted with amendments the 1997 Uniform Fire
Code (UFC). I ,l't-J2.& Tlf.~/;.g
'Z$/~~~'
\I.t~l._~ 1--'-
',& , 1. Submit signed archItectural~ struct efore a building permit is
issued. Submit signed HV AC~ P um mg, re smoke alarm~ emergency lighting/exit signs and
sprinkler plans. May be submitted at a later date.
1'ov,", I'C''''. tl"42.J.>ubmit a building pennitJ,fumit~ additional building plans for a complete review by city ---.
S~taff. AJ$1ft61 ~. .
-1,. Complete a Building Code analysis for the building. Include the following:
:!.. Occupancy Classification and separations.
Classification: R-1 Apartment House~ S-3 Parking Garage (see UBC 311.9 for
description of a S-4 occupancy).
Separation: 2 hour Between R-1 and S-3. UBC Table 3-B
b. Type of Construction: R-l V-1hour/S-3 V-1hour (2-hour due to occupancy
separation fire resistive rating) Note: The type of construction may actually be
different for the basement S-3 parking garage, but the type of construction for the
building must be the same as per UBC 601.2
c. Number of Stories:
R-l three stories. Three stories allowed
S-3 basement.
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
-,
,..
d. Location on Property. North 48'-7"; East 25'; South 30'+ 60' Public Way; West 25'+
Public Way. Open Yards: 3 sides open 48'-7"-20'=28.41666' x 2.5%=71 % increase
Allowable increase 71 % for open area on 3 sides.
e. Allowable Area Increases.
1. Total Allowable Building Area: Basic
Stories
Sprinkled
Open Yards
10,500 x221,000 x242,000 x1.71 71,820
Actual: pt 21,014; 2nd 20,337; 3rd 20,570; total SF= 61,921under 71,820 o,k.
2. Total Allowable first floor area: Basic
10,500
Actual pt 21,014 under 53,865 o.k.
3. Total allowable second floor area: Basic
10,500
Sprinkled
x3 31,500
Open Yards
1.71 53,865
Sprinkled
x221,000
Open Yards
x1.71 35,910
Actual 2nd 20,337; 3rd 20,570, Largest floor 20,570 under 35,910 o.k.
Notes:
1, A NFP A 13 system is required for fire department concerns, Also if a NFP A 13r
system was to be used, then the sprinkler increases for the following allowable area increases
would not be allowed. UBC 904.1.3.
2, Explain use of two-hour area separation wall.
f. Height and Number of stories, Actual 32' allowed 50'
g. Occupant load and Exiting. All units have 2 occupants per bedroom.
Total
18 units ea, fl
1 ST 60
2nd 60
3rd 60
34 Activity
96 Party room
Occupant Load
60
94
156
ExitsReqd
2
2
2
h. Fire resistive requirements:
1. Exterior walls, Structural frame:
Basement Exterior and Interior bearing walls:
R-1: I-hr.
S-3: 2-hr. UBC302.4
2
__...._ . ..'. .'"r~ '. ...._. ~ . ..~.........
___......._-, .-..__--_0
2. Interior non-bearing walls, Roof-ceilings:
..
R-l: I-hr.
S-3: I-hr.
3. Floor-ceilings:
R-l: 1-hr
2-hr. between R-l and S-3 302.4
4. Shafts (Elevator, Stairways,
Flues, Heating ducts, Bathroom
Exhaust Fans, plumbing risers
sprinkler risers, electrical risers,
Elevator lobbies)
I-hr walls and I-hr openings in R-l
1-hr walls and 1-hr openings in S-3
2-hr bearing walls
5. Elevator equipment room:
i
I-hr walls and I-hr openings
'-4', An S.A.C. determination must be completed by the Metropolitan Waste Control
Commission. Contact Jody Edwards at 651.602.1113.
~. Submit a signed Certificate of Survey shO,wing building location.
~.~ lurIJ ~:T.O welope Calculations, MN Energy Code 7670.0100
.". Provide testing documentation indicating that exterior and interior walls, corridor
I-lo,'" t"'f'-o ~fl T_,I.-O d f . h fir .. .
i>~ j'lcr foI~" Up lloors,~an roo truss constructIon meets one- our e reSIstIve constructIon.
E"?S6ZI~ Shaft walls and elevator walls meet one-hour fire resistive construction in R-l
. 'N~\~ . occupancy, and concrete block bearing walls in basement S-3 occupancy to meet two-
\ , hour rating. Clear span floor/ceiling, supporting beams and columns, foundation walls
in S-3 occupancy to meet two-hour fir1:~*stive construction UBC 103. ,:'A )
~.Li.L~ yp ht~ ~ 2--~(US C:;N/'d./.l.1~ ~<;;~c..n(7V
\. ~ Note: The information supplied for Lot 1 may bc!abIe to be used if the products and
components are the same for this building.
~j Provide documentation listing that construction (floors and walls) meets Sound
,/ Transmission Control ratings by field-testing and by design. UBC Appendix Chapter
12.
Note: The information supplied for Lot 1 may be able to be used if the products and
/ components are the same for this building.
~su~lte Structural Engineers requirements for Special Inspections UBC 1701.5, See
enclosure.
i \(~.,S~~t a soils report. ~().. / J ~[f; 4
. - ",. f!;it I t ,~. ~
\ ) ( 1,..017\ , - ~I:A.. ----
~.~~€S) ~u ~ ~ ItJc.,T,' TesT'~
3
.........
it 1. Detail 1/ Al 0, 2/ Al 0, 2nd and 3rd floor framing: all stairwells and shaft walls must be
"lhr fire resistive construction continuously thru floor framing.
-A.2. Install fire extinguishers rated 2AIOBC in Parking Garage. UFC 1002,
(;.oJt\It\fJ.JlS '"'B. Sht A7: Class B or A roofing is required. UBC Table 15-A.
..,(4. At time of mechanical contractors submitting separate permits, mechanical
contractors are to provide details of penetration firestopping: UBC sections 706 Fire-
resistive Joints, 708 Draft stops, 709 Penetrations of plumbing pipes, sprinkler pipes,
flues, heating pipes ventilation, exhaust pipes, electrical and communication wires),
710 Floor Ceilings (plumbing pipes, plumbing "p" traps), and 711 Shaft Enclosures.
cP"'A1E;I'1T" 5 ~15. Post occupant load sign in Party Room. UBC 1007.2.6. .
d.. Provide testing documentation for "'ic access and ire extinguisher boxes indicating
I?hr fire rating.
J,. Provide 96" clearance height in underground parking for Fire Departments fast
response apparatus.
$~, Sht S5: Show dr~ftstopping locations.
~. Provide attic v"';tilation specifications and calculations. UBC 1505.3.
40. How wi111-hr fire-resistive construction at mail boxes in room 02 be maintained?
~1. Elevator floor s~ze of not less than 80"x54". MSBC 1307.0045(f).
"-2. Sht. A2,l: Whattype of fuel is used for fireplace in Lobby #02? t.It~ . ew:-~.
-4.3. Provide fire-resistive construction behind and below all tub enclosures,
~Sht 81' ProWie allwoodspeeies:-- ~\ ~ ~ ~L p'''H'
~. . '''I (" j3e-z.,(!O
J.5. Siru~tura1 engineer to sign all stairway framing connections and structure, 2x8
corridor floor connectioxi to I Joists, Sht. SI indicate concrete Block foundation walls
with vertical reinforcement. '
426. Clarify discrepancies pertaining to Architectural plans indicating floor joists,
. Structural indicate floor trusses.
~7. Clarify discrepancy pertaining to Detail (/A9 stating 2x6 exterior stud 12" o.c., Detail
2/S3 states 1'6" o.c,
~o~2~~J'~:=-b~-::~==~;=:c~:
panels.
h9. Provide structural engineered drawings of the floor and roof truss systems including
all framing connections at time of framing inspection.
J30. Sht. A9: window headers to match structural drawings.
4
_ ~ . _ ......_._.'" _ ,~__._...,........--...,___ro.....-.~.~-..:-,..:-- .--,
'-
&=:::;==;=::~::::::Clari~'
it ~ --33. Provide address numbers on building. UBC 502.
JJ4. Detail 12/A5 Indicate Vertical grab bar horizontal dimension of 6-9". MSBC
1341.0456
~ If provided, interior HDCP van parking stalls require an access route to the interior of
~ building with a vertical clearance height of 98 inches. MSBC 1341.0428, Subpart 5.
The Code \requires only one van space per eight accessible spaces. MSBC 1341.0403, s:-
ItemESubitem(~,V,I\J(..6~s TH~ t; A- g"Z"IJIC:./J ("'AI!._ I} 0>)/1. , (Z,yYIOV6 VI'N r/Hlt.e..1A..-0 ?rt/...L
,,/ft-f,; P1o~ fN/( 5iO>,4c..C B'1 E.t..-tE-VHt-,v/2.! NO, 13'f 8'fC-t~ <:;;p4Ir<.W~'-'-
~.HDCP parking lo be dispersed between interior and exterior parking areas. MSBC
1341.0403 Item E Sub item 1.
n IV':;'~ f37) Siame~e connection and enunciator panels to be located by front entrances of
). ~ldings.
~ Provide not less than one standpipe for use d~ng construction. Fire sprinkler/riser
permit required before building permit issued. UBC: 904.6.2
,t-~l1 L. DC, ~ ~o}<.
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. City staff will complete a review when a building permit is applied
for. Call if there are any questions, call at 952-447-9851.
S1JJ
Robert D. Hutchins
Building Official
.
Cc. Roy Denne Lumber One
John Mesenbrink
Ene,
$~ ~(Lv&
5
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INSTANT TESTING COMPANY
4000 BEAU D'RUE DRIVE. EAGAN, MN 55122
PHONE: 651-454-3544 . FAX: 651-452-1826
.,sm
1998
JUNE 14, 2001
ATTN: MR, JOHN MESSENBRINK
MESSENBRINK CONSTRUCTION
7765 175TH STREET EAST
PRIOR LAKE, MINNESOTA 55372
RE: CREEKSIDE ESTATES (EAST) - LOTS 2 AND 3
PRIOR LAKE, SCOTT COUNTY, MINNESOTA
ATTENTION: MR, MESSENBRINK
AS PER YOUR REQUEST, WE ARE FURNISHING THE FOLLOWING AS A
CERTIFICATION FOR THE EXCAVATION AND BACKFILL PLACED ON THE SUBJECT
LOTS, THE LOTS WERE CONSTRUCTED AS PER THE REVISED GRADING PLAN DATED
NOVEMBER 14, 2000, AS PREPARED BY BROWN HERKENHOFF INC" ENGINEERS -
SURVEYORS,
---
UNSUITABLE SOILS WERE EXCAVATED FROM THE BUILDING PAD AREAS OF LOT
2 AND LOT 3, WITH INSPECTIONS CONDUCTED BY INSTANT TESTING COMPANY ON
MAY 3, 2001 AND MAY 1, 2001 RESPECTIVELY, OUR INSPECTION OF LOT 2
WAS LIMITED TO SHALLOW HANDAUGER PROBES CONDUCTED NEAR SUBGRADE
ELEVATION, THE DEVELOPER HAS ADVISED US THAT A TEST PIT EVALUATION OF
THE SUBGRADE SOILS CONDUCTED DURING SOIL CORRECTIONS AND SUBSEQUENT
FILL PLACEMENT FOR LOT 2 INDICATED ACCEPTABLE GRANULAR SOILS AT DEPTH,
THE LOTS WERE EXCAVATED AND INSPECTED TO FIRM SUITABLE SOILS AND
BACKFILLED WITH ENGINEERED FILL AS PER 79-G OF THE H,U,D, REQUIREMENTS,
10 SOIL COMPACTION TESTS WERE PERFORMED IN ACCORDANCE WITH A.S,T.M, D-
1556 ( SAND CONE DENSITY), ALL TESTS MET OR EXCEEDED THE REQUIREMENTS
OF 95 AND 98 PERCENT OF STANDARD PROCTOR, A.S,T,M, D-698,
A GROUND WATER ELEVATION OF 917,0, DETERMINED DURING PAD
CORRECTIONS, INDICATES A CLEARANCE OF 4 FEET OR GREATER TO THE LOWEST
SLAB ELEVATION WITHIN THE PROPOSED BUILDINGS,
BASED ON THE ABOVE, IN OUR OPINION, THE BUILDING PAD FILL FOR THE
REFERENCED LOTS IN CREEKSIDE ESTATES IS ACCEPTABLE AND CONFORMS TO THE
REQUIREMENTS OF 79-G FOR ENGINEERED FILL,
SINCERELY,
INSTANT ESTING
(?~C ~~/f.F
CARL E, ANDERSON, P,E,
REGISTRATION NUMBER 10736
FROM : MESENBRINK CONSTRUCTION
PHONE NO.
9524475036
Jan. 18 2002 07:58AM Pi
Eagle Creek Development LLC
7765 175'" street E;8St, Prior Lake, MN 55372
pt'lone (952) 447-5068 Fax (962) 447-5036
Fax
To: Bob Hutchins
Fax: 447-4245
From: John/Larry
Pages: 4 including cover
Phone: Date: January 18, 2002
Re: Creekside 54-unit sutrcontractors list
. Comments:
FROM
MESENBRINK CONSTRUCTION
lan,
18 2002 07:59AM P2
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PHONE NO, : 9524475036
DEe 21 '01 03:32PM B~UN INTERTEC - ELM
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12/19/01 1$:'5 FAX 651 86 PHONE NO. : 9524475036
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CITY01l'PllIOllLAlCE
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flUOR LAD, MN 55312
SJ'ECUL STRUcrtJBAL USTll'lG A!OJ II.'l8PECTlON scm:>>ULE
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SPECIAL STltuCTtlRAL ~INO AND INSPBcnoN
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(2) SpecIa1lftapeatar - T-.n1aa1. spaedl :IIIspeouc' - S~
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PlllOR L4lC.E. M.N 55312
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FROM MESENBRINK CONSTRUCTION
PHONE NO.
9524475036
Jan. 09 2002 10:58AM P1
Eagle Creek Development LLC
7765 175"' Street E8st, PriOr Lake, MN 55372
Phone (95?) 447-5058
FB~(95~)447-5036
Fax
To: Bob Hutchins
Fax: 447-4245
From: John
Pas-: 4 including cover
Phone; Dilte: January 9, 2002
Re: Creekside 54-unit
. Comments:
FROM : MESENBRINK CONSTRUCTION
JI=l-l-2-2~ i1:0~ FRO!"!;
PHONE NO.
9524475036
Jan, 09 2002 10:59AM P2
TD:l. ~tol47~J6 P:li3
RHA ARCHITECTS, INC.
ARCHITECTS, PI.AA"NERSt DESIGNERS
104 EAST ST_ GERMAIN STREET
ST. CLOUD. MN 56304
PilONE: 326-656-07" J' AX= 32~S&-0719
LETIER OF TRANSMITTAL C' .. .,
DATE: I-q.(j",~ RE: JQ.9- _qu elL.r/(
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._Sll()P DRAW~c..:!:\ _P1UNTS _l'.l.ANS ~lWoUL.f.S
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CREEKSIDE ESTATES
NEW 54 UNIT SENIOR HOUSING
PR10R LAKE, MINNESOTA
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NEW 54 UNIT SENIOR HOUSING
PRIOR LAKE. MINNESOTA
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RHA ARCHITECTS INC,
November 21,2001
Robert Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave. S.E.
Prior Lake, MN 55372
RE: Lot 3; 54 Unit Creekside Apartments Tranquility Court.
The following items will correspond to your items.
Item 1: We mare sending you a set of plans for your review based on this code review. We will send the signed
stamped drawings as soon as the structural engineer gets back into the city. The owner will submit the sprinkle
plans as ,O,)on as the sprinkler cOlIlpany gets them completed and he will submit the rest of the :irawings also.
Item 2: This is noted and we will send those signed sets as soon as the structural engineer returns.
Item 3: A: Occupancy Classification and separations are duly noted and the building does comply with this. (See
attached fire ratings.)
B: Duly noted (see attached fire ratings)
C: Also duly noted.
D:
E: Duly noted.
Note 1: We will be using a NSPA 13 system same as the two-24 unit buildings.
2: We have eliminated the 2-hr separation walls.
r . Duly noted.
G: Duly noted.
H: Please see attached fire rating assemblies for the different wall systems in the building.
Item 4: The owner will be contracting metropolitan waste control commission to obtain the SAC.
Item 5: The owner will be submitting a certificate of survey.
Item 6: The mechanical contractor will be submitting the energy envelope calculations.
Item 7: Please see attached data pertaining to the fire ratings and sound test data these are from the information
Supplied from lot 1.
Item 8: Please see the attached information regarding the floor and walls needing the sound transmissions.
This is the ~acket that was submitted for lot 1.
Item 9: Special inspections would be required the same as on the building on Lot 1. Please see attached special
Inspections and testing schedule.
Item 10: The owner shall submit the soil report. You should have this based on the Lot 1 and Lot 2 submittals
104 E. St. Germain Street · St. Cloud, MN 56304
Telephone: 320-656-0787 - Fax: 320-656-0789
Item 11: Please see revised details l/AlO and 2/AI0. 2nd and 3rd floor framing at the stairwells and shaft walls.
We have added a detail to this page that indicates how the fire resistant construction will be continuous
through floor framing.
Item 12: See revised plans for fire extinguisher locations in the parking garage.
Item 13: There will be a class B roofing.
Item 14: The owner will make sure that the mechanical contractors and electrical contractors provide all the
required fire stopping information.
Item 15: The owner will post the occupant load in the party room.
Item 16: We will submit the shop drawings and these 2 items once we receive them from the suppliers. They are
specified to be I-hr. rated cabinets and access panel.
Item 17: Please refer to drawings that we have provided an 8-foot garage door and the beam clearances are 8'8"
inside the building.
Item 18: See sheet 8-5 for draft stop locations there is a note indicating that they are at each party wall and at
at one side of the corridor.
Item 19: Please see attached attic ventilation calculations.
Item 20: Please refer to drawings A-2 in terms of the I-hr fire resistive construction at the mailboxes.
Item 21: The elevator cab size will be larger than 80"x54".
Item 22: Fuel for the fireplaces will be~. ~';'(::J12--
Item 23' We have added a note on the unit plans that indicate the sheet rock is to be installed prior to tub
enclosure installation.
Item 24: The wood species are specified in the specifications manual.
Item 25: The architect is signing the drawings therefore he is signing off on these details for the floor joist.
Item 26: Please see revised structural plans and drawings this has been corrected.
Item 27: Please refer to the drawings, as the exterior walls are 2x6 at 16" at center. This has also been corrected.
Item 28: The pre-cast concrete contractor will supply these drawings.
Item 29. .:he manufacturers will submit the roof and truss systems.
Item 30: All window headers now have been revised please see revised plans.
Item 31: There is no trash chute in this building.
Item 32: We will have the structural engineer submit this to your office or the retaining walls engineer.
Item 33: The owner will provide the address per uniform building code.
Item 34: Please refer to detail12/A5 this has been corrected.
Item 35: The access route to be from the van parking stalls to the elevator lobby and then corresponding up the
Elevator lobby this has the vertical clearances that are required.
Item 36: Please refer to the drawings that the handicap parking has been disbursed between exterior and interior
Parking a.reas.
Item 37: The owner will be submitting the fire alarm drawings and this will indicate the Siamese connection
And the enunciator panel locations.
Item 38: The owner is to provide a standpipe for doing construction and will provide this.
If you have any other questions or concerns please feel free to contact me at anytime.
Very Truly Yours,
Ronald C. Hommerding, AlA
November 15,2001
Ron Hemmerding
RHA Architects Inc.
104 East Germain St.
St.Cloud, MN 56304
RE: Lot 3; 54 Unit Creekside Apartments Tranquility court.
Following are the results of the preliminary plan review for the Lot 3; 54 Unit Creekside
Apartment building. Our review was based on the Minnesota State Building Code (MSBC)
which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap
regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 1998
Minnesota State Fire Code (MSFC), which adopted with amendments the 1997 Uniform Fire
Code (UFC).
1. Submit signed architectural, structural, sprinkler standpipe plans before a building permit is
issued. Submit signed HV AC, plumbing, fire/smoke alarm, emergency lighting/exit signs and
sprinkler plans. May be submitted at a later date.
2. Submit a building permit. Submit 2 additional building plans for a complete review by city
staff.
3. Complete a Building Code analysis for the building. Include the following:
,~. Occupancy Classification and separations.
Classification: R-l Apartment House, S-3 Parking Garage (see UBC 311.9 for
description of a S-4 occupancy).
Separation: 2 hour Between R-l and S-3. UBC Table 3-B
b. Type of Construction: R-l V-lhour/S-3 V-lhour (2-hour due to occupancy
separation fire resistive rating) Note: The type of construction may actually be
different for the basement S-3 parking garage, but the type of construction for the
building mllst be the same as per UBC 601.2
c. Number of Stories:
R-l three stories. Three stories allowed
S-3 basement.
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
d. Location on Property. North 48'-7"; East 25'; South 30'+ 60' Public Way; West 25'+
Public Way. Open Yards: 3 sides open 48'-7"-20'=28.41666' x 2.5%=71 % increase
Allowable increase 71 % for open area on 3 sides.
e. Allowable Area Increases.
1. Total Allowable Building Area: Basic
Stories
Sprinkled
Open Yards
10,500 x221,000 x242,000 x1.71 71,820
Actual: pt 21,014; 2nd 20,337; 3rd 20,570; total SF= 61,921under 71,820 o.k.
2. Total Allowable first floor area: Basic
10,500
Actual 1 st 21,014 under 53,865 o.k.
3. Total allowable second floor area: Basic
Sprinkled
x331,500
Open Yards
1.71 53,865
10,500
Sprinkled
x221,000
Open Yards
x1.71 35,910
Actual20d 20,337; 3rd 20,570. Largest floor 20,570 under 35,910 o.k.
Notes:
1. A NFP A 13 system is required for fire department concerns. Also if a NFP A 13r
system was to be used, then the sprinkler increases for the following allowable area increases
would not be allowed. UBC 904.1.3.
2. Explain use of two-hour area separation wall.
f. Height and Number of stories. Actual 32' allowed 50'
g. Occupant load and Exiting. All units have 2 occupants per bedroom.
Total
18 units ea. fl
1 ST 60
3rd
60
60
34 Activity
96 Party room
Occupant Load
60
94
156
ExitsReqd
2
2
2
2nd
h. Fire resistive requirements:
1. Exterior walls, Structural frame:
Basement Exterior and Interior bearing walls:
R-l: I-hr.
S-3: 2-hr. UBC302.4
2
2. Interior non-bearing walls, Roof-ceilings:
R-1: I-hr.
S-3: I-hr.
3. Floor-ceilings:
R-1: I-hr
2-hr. between R-1 and S-3 302.4
4. Shafts (Elevator, Stairways,
Flues, Heating ducts, Bathroom
Exhaust Fans, plumbing risers
sprinkler risers, electrical risers,
1-hr walls and 1-hr openings in R-l
I-hr walls and I-hr openings in S-3
2-hr bearing walls
Elevator lobbies)
5. Elevator equipment room:
1-hr walls and 1-hr openings
4. An S.A.C. determination must be completed by the Metropolitan Waste Control
Commission. Contact Jody Edwards at 651.602.1113.
5. Submit a signed Certificate of Survey showing building location.
6. Submit Energy Envelope Calculations. MN Energy Code 7670.0100
7. Provide testing documentation indicating that exterior and interior walls, corridor
floors, I Joists, and roof truss construction meets one-hour fire resistive construction.
Shaft walls and elevator walls meet one-hour fire resistive construction in R-I
occupancy, and concrete block bearing walls in basement S-3 occupancy to meet two-
hour rating. Clear span floor/ceiling, supporting beams and columns, foundation walls
in S-3 occupancy to meet two-hour fire resistive construction UBC 703.
Note: The information supplied for Lot 1 may be able to be used if the products and
components are the same for this building.
8. Provide documentation listing that construction (floors and walls) meets Sound
Transmission Control ratings by field-testing and by design. UBC Appendix Chapter
12.
Note: The information supplied for Lot 1 may be able to be used if the products and
components are the same for this building.
9. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See
enclosure.
10. Submit a soils report.
3
11. Detaill/AIO, 2/AI0, 2nd and 3Td floor framing: all stairwells and shaft walls must be
Ihr fire resistive construction continuously thru floor framing.
12. Install fire extinguishers rated 2AI0BC in Parking Garage. UFC 1002.
13. Sht A7: Class B or A roofing is required. UBC Table IS-A.
14. At time of mechanical contractors submitting separate permits, mechanical
contractors are to provide details of penetration firestopping: UBC sections 706 Fire-
resistive Joints, 708 Draft stops, 709 Penetrations of plumbing pipes, sprinkler pipes,
flues, heating pipes ventilation, exhaust pipes, electrical and communication wires),
710 Floor Ceilings (plumbing pipes, plumbing "p" traps), and 711 Shaft Enclosures.
15. Post occupant load sign in Party Room. UBC 1007.2.6.
16. Provide testing documentation for Attic access and fire extinguisher boxes. indicating
I-hr fire rating.
17. Provide 96" clearance height in underground parking for Fire Departments fast
response apparatus.
18. Sht S5: Show draftstopping locations.
19. Provide attic ventilation specifications and calculations. UBC 1505.3.
20. How willl-hr fire-resistive construction at mail boxes in room 02 be maintained?
21. Elevator floor size of not less than 80"x54". MSBC 1307.0045(f).
22. Sht. A2.1: What type of fuel is used for fireplace in Lobby #02?
23. Provide fire-resistive construction behind and below all tub enclosures.
24. Sht S 1: Provide all wood species.
25. Structural engineer to sign all stairway framing connections and structure, 2x8
corridor floor connection to I Joists, Sht. S 1 indicate concrete Block foundation walls
with vertical reinforcement.
26. Clarify discrepancies pertaining to Architectural plans indicating floor joists,
Structural indicate floor trusses.
27. Clarify discrepancy pertaining to DetailllA9 stating 2x6 exterior stud 12" o.c., Detail
2/S3 states 16" O.c.
28. Provide Structural Engineered drawings of columns, beams, and precast floor. Include
calculations of upper floor corridor walls and posts being supported by precast floor
panels.
29. Provide structural engineered drawings of the floor and roof truss systems including
all framing connections at time of framing inspection.
30. Sht. A9: window headers to match structural drawings.
4
31. Structural plans show a trash chute, Architectural plans do not. Please Clarify.
32. Structural engineering required on retaining wall over 4 feet in height.
33. Provide address numbers on building. UBC 502.
34. Detail 12/A5 Indicate Vertical grab bar horizontal dimension of 6-9". MSBC
1341.0456
35. Ifprovided, interior HDCP van parking stalls require an access route to the interior of
the building with a vertical clearance height of 98 inches. MSBC 1341.0428, Subpart 5.
The Code requires only one van space per eight accessible spaces. MSBC 1341.0403,
Item E Subitem (2).
36.HDCP parking to be dispersed between interior and exterior parking areas. MSBC
1341.0403 Item E Sub item 1.
37. Siamese connection and enunciator panels to be located by front entrances of
buildings.
38. Provide not less than one standpipe for use during construction. Fire sprinkler/riser
permit required before building permit issued. UBC 904.6.2
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. City staff will complete a review when a building permit is applied
for. Call if there are any questions, call at 952-447-9851.
s~
Robert D. Hutchins
Building Official
Cc. Roy Denne Lumber One
John Mesenbrink
Ene,
5
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BloomltletO!'. MN SSf.3S ARCHITECT: DATE:
Phon.; 1l52.e35-6850 _________._
FM.: 952-85.$-221 fl JL WEST COAST 6285 RANDOLPH SmeET. COMMERCE. CA ll0040 PHON.E: 323- 726-9070 FA)(: 323.72&-9068
Jl SOUTH EAST 5758 CORPORATION CIRCLE. FT. MEYERS. FL PHONE: 94 Hl93-75OQ FAX; 1/41-693-7501
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APPROVED BY:
of
FIR~FX'" OPTION
FIRE RATEO
EXTINGUISHER CA.BINETS
AN 'tJ}lUSTRY FIRST. U.S. PATENT NO. 5,171,079
In lW1. J.L IMIJSIII~ 1tI11Oduced the ~($l Fi(Q.
R.11~d Extingui~hG/ Cablneu and V;uve Cablnels
tor use In lire-rElled w.ol/s. J.L's 5pecially designed
aM pJIIl!1ted FIF.E-F"i('" OptiOn tOt eQDine~ Q(Q
built to meet blR1dlng code apeclflcallons lot fire-
ra!&d .....all situations. Warnock Hersey has certified
and lI~ted J.L:s FII'iE-FX'" OpliOt1 ror l-hour and
2-hoor C<lmbustlblft and OOI1'combustlble wall
S','3lams'
FIHE.FX'" OPTION ELIMINATES:
, The cosIly need 10 line Ihe w;liI OPCfI/rIg cavity
wllh tte rated matr,rial.
- Guesswork 09 10 whethQr It,o ~ro b:lrrlor hQS
bo.Ien compromIsed by the above procedure
To ord!!r or speCify. add FIRE.FX'" Option suffix to
the seven dlglr J.L. model number. FOt example, If
yO,} wa,~t ilI\ Ambass.:\dor 1017F10 with tha FIRE.
FX'" Opdon, M~ for th~ 1017F10 FX.
The FIRE-FX'" Optlcn fore-rated c~blnH lUb Is nOI
a'/Jil.obfo on 1fi/nles., and surface mount cabinets.
SP,"CIF"ICATIONS
Fumi~h fire-raled cllblne~ with FIRE.f'X'" Optlon
manul;\c1IJrM 1>'/ J.L. Indusll1es of Bloomington,
IvIN. Cabinet 10 be fabricaled In C1ccordancll wilh
\he Warnock He~ey certified design and sholl
csrry \hI) W~rnod< H~r.5ey bbel If)( 1.and 2.hool'
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Cablr.ot 10 D~ t~blic.alad in BCCom<!oce ",111 UBC 7.5
(.6.S'rM E814-9'i') & UBe 7-1 (AS1M E119-971
under positive pressure to me;tsure n,e resistive
pl?(.on-n.oncB.
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PANORAMA SERIES
The PanO(:atl'l.l Ser1esls dlslingulshQd by Its gre~t
variety of tramelsss acrylic door:!. The identity etyle
comes wllh FE lelll/ring In lhrlla COIM (while, ~ck,
red) end three coo1lgurar:lons (V-Vertlcal.
H-Iiorizontal. A-Identity). Tha 'stippled' texture of
lhe exterior and exduslve aluminum baoklng of Ihis
'identity' door makes it impossible to remove or
evM acr:.tch \h e letterin~. This makes il extremely
Pf4GI)C4' Ie)( slxh plaOQs ti rGSt:'uranl$. Shopping
1l18l13, banks, offiCIl buildings. goveJ'l'lmaM centers
lltld other buildings ~n to the public, where both
~~uty and durability ary dllsirable. In 3ddi~O(\. 1110
Panorama offers Q clllQr unlel<tllred 30yllc door lor
a dellO. unoblrusive look \hst will no! cl9sh with the
dulgn, stylll or arcflltllclure of Q room or bvlldl(\g.
The Panorama festures s Iramelesa eaylic door.
The lUb of lhe Panorama Is white epoxy Co.1ted cold
relied slael unlea.a olherwiae apecified In optiona.
the Panorama Is available with steel. aluminum. or
5l31nlllSs steel lrim.
All Panorama come standard w~h a continuous
hinge. The Slar":lard door hardwGrs for 'lOf'I.break
glass diXlrS conslst3 of a zinc plat&d pull handle
Bnd roUer catch A eyfinder lock "..ith flexible earn
Is sl;!(I(/ard tor SAF.T.~O!< <loot's. The OQbin1!!
door silo /lush in B 5/8' door atop, which eJ<tenda
bQck Into the tub.
SPECIFY
1. FIRE-FX'" Option for lire-rated W.3l1a
2. ADAC Option: Meximum projection (or
thin walla wilhin A.D.A guidelines
3. Framll nnlsh fselecl one)
A. (StellQ: EI~CU0:3lallc
white epOXY primer finish
B. !Aluminum); 1/180 cle4V
Anodized AlurrdnuJ'l'l finish
C. (Stainless S19E.Q; *4
Stainless Steel ronish
4, 1 3/4' tace lrim Oil "';;Ime and dOOl'
5. Roll0d 9dg9 eon~(;tion on 2 112' RT.
3" RT. 4' RT !lI'ld 4 1.12' RT Inl~s
6. FE lotlering with Aluminum ~ckplate (P&Q
doom) or,
7. Clear Acrylic with nama polished edges
(C doors)
PN~ORAMA g
1037P42 ~
1. AVAILABLE DOOR STYLES (SELECT ONE)
070 _ CLEAR 1/4" FFlAMELEss, BACKLESS.
UNLETTEREO SMOOTH ACRYl.1C ONl.V
C71_ CLEAR, 1/.1' FAAMELESS, BACJ(J.ESS.
UNLETTEREO SMOOTH ACAYlIC WITH
SAF. T-LOK
P _ IOENTITY: 3116" FRAMELESS,
ALUMINUM BA,CKEO TEXTURED
OBSCURE ACRYLIC WITH FE LETTERING
AARANGED VERllCAllY M,
HORIZONTAlLY (HI OR ALONG lHE
HINGE (A) ON THE BACK; COLOR OF
lETTEAIUG ANO BACKGI'IOI,.lND
AVAILABLE IN COMBINATIONS OF
WHITE. aLACK OR REO
Q _ IDENTITY WITH SAF- T.LOK
2. AVAILABLE DOOR OLAZIf.lQ (SELECl' ONE)
40 __ - V. BLACK BACKGROUND WNlHITE lElIERS
41 _ - V, REO BACKGROUNO W,WHlTE LETTERS
42 _ - V. WHITE BACKGROUND Wil'lLACK lmE>i9
43 - V. ~IIH/TE BACKQROUNO WIREO LmERS
45 _ - H. SLACK BACKGROUND W/WHITE LETIEAS
46 _ - H. REO BACKGROUND WIWI-tITE LffiERS
47 __ - H. WHITE BACKGROUND W!eLACK LErrERS
48 __ - H, WHITE BACKGROUND WIRED LEm~
so _ - A. SLACK BACKGROUNO WNJHITE Ll;TTf/1$
51 __ - A, REO BACKGROUND WIWHI'(E LET1'ER3
52 - A. WHITE BACKGROIJND WJSLACK LE1iERS
53 = - A. WHITE BACKGROUND WIRED lEn-EAS
~ 0PT10HS (SELECT ANV)
_ ALUMINUM TUB. MILL FINISH
BREAK GLASS HAMMER AND CHAIN
= COLOR ANODIZED TRIM; ALUf.AINUM ONLY
~_ COLOR EPOXY TUB (REO OR BLACK)
_ COLOR EPOXY TRIM (flEO OR BlACK); STEEL ONLY
__ FE LmERS IN BlACK. RED OR WHITe
_ FU11JAA 'FIRE" HANDLE
_ STAINLESS TUB, <<4 &o\TIN FINISH
~ STAINLESS TRIM
_ STAINleSS DOOR AND TRIM.
_ '6 SATlN STAINleSS
_11 POlISHEO STAINLESS
_.8 POLISH EO SIAlNLESS
PANORN.AA n
10~5P50 ~
'q
fl
.1'1
1, . ~...
;: :. ...J J
.: >~'1i!~
.; ...~t,,5.
;: ~':~~~'~II,t
':$'~~f
-
PANORAMA
1036043
W/S/IF.T.LOK
/
. " ~.'.
... .s '-~-}~' ::'"
....,:
Wtoom TOP AJ.l) tiIOI: \'lEWS
REfm TO Dll.OlSlOIUl TAW:
,~.;, .
. " '. ~.' ~; :.~ 'i~~() t"r~ o("-:",'~~'
,~. .....
~},.
.:~~)' ..., ,~t~
'~..':... :.':"
;...~];.;, (~"
r '0'" '. W~l
~{ :
"./::' .;
~
f1.A1 tRIM
ANI) 1117"
IlE7lNV/ TRIM
~1
LU
ZIfl',:',4'AND41tT .
R."lUAA lRIM
ROWD EDGE
~ f.401J1m1)
SOUIJle Tl1IM
TUB r,D,
WALL OPENING
nClP",,~
CO$mle 2 1/2E, 51; 5X G:l/ll)(y 2 112, S. S 1/2
MilICU/y 2 112.0
41/2" -,21'
-:- 102~ 1'01/2" Cosmic 2 1/2E, SE. SX . BE. 10E
1035 FlAT lllIM 24" 8' 13718' 121i2" 28 1/8' 87/a" Galaxy 21/2, S. 5112,6,10
1026 1036 1 11'2~ 101/'i." 24" a" 1 3 7/8" 12 1/2" 26 l/a' s 3/8' Sentinel 6
1021 1031 3" 101/2" 24" a" 13 7/8" 121/2" 26 1/6" '4" Mercu/y 2 112.5
1m 1032 4" 101/:2" 24" 6" 1371S" 12 1/2' 261/a" "3"
__1(1~8 _.1038 411'2" 101/2" 24' a" 13 7/S" 121/2" 28 113" ":2 1/2"
-
202.S MI!lI.A 7 314" 30 318- 14" 29 liS- 8112- Any Cosmic, Any Galaxy
__2015 2035 12" 27" , 5 318" GrenadIer P,
JQ1!; _..)1oie ~ 1 1/4" 12" 27- 7 314" , 5 3/8" 30 318" 14" 29 1/8" 7 318" &ntilHll 5. 10
2017 2027 ,...2037 2 1/2- 12" 27" 7 3/4" 15318" 30 316" 14" 29 1/6' '6318' M4!TCU/y :2 112, !
-- .......- 15 316" 30 31a" 14" 29 1 la" "4 5/8"
2012 _2022 _-2032 4' 12" 27'" 7 3/4" SaIl/HI 15, 25
_2018 2028 _2038 4 1/2" 1:.1" 27' 7 314" 1 5 3/8" 30 318" 14' 29 1 18- "4 liS"
_~301 5 ~~025 a03.S "-AT TI11M 16' 32" 7 314" 1 9 316' 35 318' 18" 341/8" 8112" Any CosmIc, Any Glll;t"Y
3016 3026 3Q36 1 1/4' 16" 32" 7 3/4" 19 318" 35 318" la' 34 1/8' 7318" Crel'l:adler P,
~_3017 3027 3037 2112" 1S" 32" 73/4.' 1931S" 3.5 318- 18- 34 1/S" '6318' Sentinel 5, 10. 15
3012 3022 3032 'I' 16" 32" 7 314" I 9 31S" 3.'1 3/8" 18' 34 1 IS' '4518" Mercury 2 112. 5
3':>18 3028 303B 4 1/2" 16" 32- "1 3/4u 19318" 3:S 318" 18" 34 1/8' ''I 1/8' S~um 15,26
j
_4016 _402.5 4035 F\.ATlPi/,I 20" 27" 7 314" Z3 31S" 3 3/8," 22' 291/8" B 112" Two each 01: Any Co$mJc
-""401s ___4029 4036 1 1/4" 20' 27' 7 314" 23 318" 30 318- 22" 291/8' 7 3/8" My Galaxy
:<" 30 318' 22" 291/8" '6318'
,,--::t.~17 4027 4037 21/2" 20' 2r 7 3/4' 23 318" GreMdler P, Sendnol G, 10 J
4012 4022 _4032 4' 20" 27' 7 314" 23 318- 30 316- 22' 29 liS" "45/8" M~reuiy 2 112, S
-:till _4026 'I03C 4 112- 20. ~7. 7314" 23 :liS' 30 319' 22' 29 118' '41/8' Saturn 1~, 25
. ADO "c' rOR CAOINOS WITH ALUMINUM I'fW,IES NOTE: W\lEN USING GRENADIER P WITH FIfIE.FX"'OPTION CAeINET. THE
EXTINGUISHER MUST BE MOUNTED ON THE 6ACK OF THE CABINET TUB.
~ ALL PAHORAMA SERIU MEETS A.D.A.. PROJECTION CRllERIA WITH EXCEPTION TO: 1818, 1828, 1838, 1018, 1028, 1038, 1013, 1023,
~ 1030, 2018, 2~2c. 2030, 2038, 2013, 2(Y.!3, 2039,3010,3020, 300a, 3013, 3123,3030,4018,4028,4038, 'lOla, 4023 AND 4039
. ;"-0'
....,. .
~l; \'
.j'
?S"
" '~"9'(
;., p ."
. . p" ,.\-
, ..
",- . ~
, . '
"'.....,:;.,.. '. I.I!'
.. , 0 lMIM)
'. '. 1 ".
. .
.0,\1
. ..\I
" ~ 1 CNI> OUI n\UONY
__... __. , tCIo..Itlolww1
(1'~::1--1 l-
FIGUR6 ,
WALL
IN&TAU.ATlON
D~A'L
MODELS FD, FOSS,
AND HGIID
REFER TO TAB\.li
. .' _ ... ....,..., ',-',.--.., ". ..;..:., . .,...,'~ ~
FIGURE 2
3-HOUR CeiLiNG
INSTALLATION
DETAIL
MODELS FO, FOSS,
ItI!:FER TO TABLE
, FIGURE 3
1-HOUR. CEILING
INSTALLATION
DETAIL
MODELS FD, FDSS
REFER TO TABLE
FIGURE 4
WALL
INSTALLATION
DETAIL
MODELS FDWB,
FDPW
~EFEl\ 'TO TABLE
1"(:';;' :"
~f_! ~'~: ,: I
: ;l~~;;':'::'i;i:
:", Ii
!,.iZj'':'...J.,:,~''I;"..l
;~'~.t.' :f.K/(f.~:-;:.12~~,;,\,.
"'14' .
"'.... "16' ,
IS-
20
~2-
_ 32'
~6" %&M
24" 38'
25" M'
UI ao'
32" 32'
. 34" 34'
, 3&- 38'
',<,' :;::,)8'
\\;:f .'
'''',1.& I'ftOM r x r,TO or x 48'
~"N.-r1'UOT1OtlS PROVIDEO WIT~ I"tIODVCT
- --/:IlllINC l.AfiL ~0Il &~P UP TO 24' X~" ~LY
..,. JJ . '. - ..........inn ~3IlJeG. s.,.,... ' , 1~
.,
J:.n... .
.-------
'-,
MODEL NUMBER:
..
.,lL INDUSTJIlI..
INCORPO~ATeD
QUANTllY:
7'; ,. 7 l'
_9... II '1
11 11 ,
111 15 1
16 16 1
19 20 1
34 35 1
32 33 Z
27 28 1
40 41 2
42 ~ 2
trI ISII 2
... 45 2
!14 55 2
ell 63 Z
76 711 ..
CONTRACTOR:
.~ _".. _,.... _......:.~.. ..~...~....'."
PROJECT:
APPROVED BY:
-
=IT SERIES
IT; INSULATTI~<E RATED ACCESS PA'NEL FOR
WALL AND CEILINGS - ALL SURF ACES
SPECIFICA TIONS
o GALVANIZED BONDERIZED STEEL
o STAINLESS STEEL WITH 14 SA TIN POUSH FINISH
o STAINLESS STEEL CONllNUOUS PIANO HINGE: WITH STAINLESS
STEEL PIN (AVAILABLE ON STAINLESS STEEL PANELS ONLY)
o CONCEALED PIN HINGE
o MORTISE PREPARATION - CYLINDER PROVlOED BY OTHERS
On sizes 18" II 18" end lorgor, use olJxiliory spring
provided with door. Spring must be st.!curely ottcche<:l
to angle bracl(et on door ana to framing above door
hinge. Spring mvst be installed so thol door IS self LISTI~~gc::..
closing. (lor ceiling application only) ...J
ROUGH OPENING 1
-(DOOR SIZE: PLUS 1/4")
(-' -.
. ~ r
A
./
'"
'"
'"
-'
./
./
,..
,..
./
./
-'
-j
....
....
....
....
....
....
....
....
....
....
....
....
....
....
....
....
....
....
,..
./
",,'"
'"
<>
DOOR WIDTH
FRONT ELEVATION
NOT TO SCALE
DRYWALL
SCREW \
WOOD OR
STEEL STUD,
WRAPPING OF
STUD NOT -
REQUIRED IN
1 HOUR CEILING
APPLlCA TlON
2 9/16"
I
PIANO
--I
1" I='LANCE
DOuBLE LA YER OF
s/e" F"IRE CODE ORYWALL
fA.
V______
CUT - THRU SECTION
NOT TO SCALE
CESCO ACCESS PRODUCTS
1701 MADISON STREETNE
MINNEAPOLIS, MN 55413
PHONE: 888-412-3126
FAX: 888-312.3726
(
-.,
J
I-
:I:
l,)
W
:I:
0:
o
o
o
16 G~~- COLD ROLLED STEEL FRAME
20 GAUGE COLD ROLLED Slt:EL DOOR
2- THICK FIRE RATED INSULATiON
,. WIDE: EXPOSED F"LANGE
FLUSH CONTINUOUS PIANO hiNGE
SPRING DOOR CLOSURE
FLUSH K~Y OR METAL KNURLEO KNOB OPERATED LOCK
F"RAlAES PROVIDED WITH 1/4' MOU~JTiNG HOLES
PHOSPHA TE DIPPED V,HH BAKED ON RUST IN!-lIBITIVE
GRA'( PRIME fiNISH
INTERIOR RELEASE MECHANISM ON PANELS GREATER THAN 18"
IN SIZE
OPTIONS
1 1/2 HR. "e" L.A9EL
~ d"'~'Y · ~~
~.NCH~R (OPTION"L) C dl US
INSULA TION
o <J
Warnock Hersey,
... .,
....
. ~ -"0
~
FLUSH
BOL T LOCK
CHIP OUT MASONRY TO
CLEAR BOLT COVER
PROJECT:
CONTRACTOR:
ARCHITECT:
M,A1I.1' IV
D"n.
QuNolTrtV
m\.E.
RMR
08/21/98
C-lT.DOC
10
;..:....~Ufijlf\ll
t ," .~., ','.', . . ':. . ------
T~'(~:E':~l;:X~t).';' c; ,',~,
~~Ii('.':,,:,'~:~; ?
f~W:(: ^.' 8': .'.
r~tzf c. ' :,,::: :
~~::):\ ')'-',-f
~,~,.M'I,Tf;;" .'"
'\:'
"
EVALUATION REPORT
,"':', 'Copyrlght'D 19941CBO Evalua~on Service, Inc:.
,FilinG Catllory: ROOF, WA~~AND FLOOR PANELs-cortcrete an' Masonry (2115)
,i: ., . "fFiD.PRwrr.:PRmwUO. Slab. a" prod""d, plant cut and p"porod for each "ojeit~~',:
> HOLLOW:Q1REFLOOR AND ROOF SLABS dance with approved plans, ,.: ;
", MOLlN'COICRETE PRODUCTS COMPANY C. Fire-resistive Clln"ructlon: Flre-res!stlve ratings for AexlcOI&unlts
'415 LILAC STREET ' are as set forth In Table No, I.
LIND LAKES; MINNESOTA !I6D14 D. Idelltiftcatlon: All slabs are marked: "Rexlcore slab-Evaluatlon~e.
l. Subject Rexloore Precast, Prestressed. Hollow-Core Floor ard Roof port No. PFC-2790." Prestressed Concrete InstiMe plantcer1l1lc3til,ln
, Slabs. document Is also pmvlded for each prolect
II. Description: A. G8ner.l: Flexlcore slabs are precast. prestressed. III. E.ldlnce Submitted: Structural data, fire test reports and Quality
holow.core concrete slabs 24 Inches wide and available In thicknesses control manual. '
of 6, 8, 1 o and 12 inches. Fabrication Is. in 50-to-60-fcot.long by
24-lnch-wlde steel forms with special end bulkheads to which pre- Findings
stressed rell1forcement Is attached and tensioned. Additional reinforce- IV. findings: That Ihl Flexlcore Precast, Pres"..", Hollow-COI1
ment IS placed as required by design. Circular voids are formed with In- ,.. h 1991 U If B I'~I c-.:...rII
fla1ed rubbO' rub" dun"" c....... ""', _I. po,md. vl",;ted, FtooJ8nd Roo1 Sl,bo ~'''npl, w" to um ,.", ..,. '.'
screeded, and partially cured In a kiln, the tubes are deflated and removed. sulllect to the followlllD conditions: ' ,
Forms aretllen removed and slabs cut to specified lengths. CUllng Is com- 1. The ulns are ctislgned In conformance wllh the Uniform B~l!d"
pleted before shipment to the lobslte. Ing Code provIsions for pre.vessed eoncre',; Pllns and Qat~lll.;;;
D. 0111",: DOlIgn of Poxko~ ponol. ....form. vrltl1."ndard proco- .......at bolU'-' 10... b~Ij\" olftol,l b.....I..."
dures for prestressed concrete members as regulated oy Section 2618 of tlon; ',' .,' )'l. '
the code, ThIS tndudes concrete topping actlne compos~elY with the pan- 2. When a fire-resistIve rating 18 requlred,lhe' prestreSSing." .
als. The uMS are desIgned for each prolect accordln9 to span. loading, cover, concrete aggregate and slabthlc:kness comp'yWltltTa~f,t'
requlre~. flre-re$lsllve construction and other conditions unique 10 the No. I.' '
,-__,. project, The hollow-core elements are Intended to foml a continuous hort- 3. All feqllred welding Is performed under speclallnspecllon In
zont!!1 deck sy~tem to support or raslst all vertical and horlzontalloads in conformance with SectlDn 306 of the code.
conlunctionwlth a I1lnforced structural topping. The bond developed by 4. The units are fabricated at t~e Molin Concrete Products Cl1inpac
the poured-!rt.placestructural topping and the slabs Is ~s allowed by Sec- ny 1a~\Iltyl 415 lilac Straet, Uno u.s, Minnesota, under a
tlon 2617, (l)ot the eO\le, Where bl1Clng Is provided by other metho.dS or quality control program administered., by the Precestlkllt-
parts of a structure. unIts may be Installed wfthouttopplng, using SUltab!y trlned Concrete Institute (MERQA"' 05).
daslgned and detailed shear-resisting connections to prevent dlsplace- 1993 Accumulative Supple milt to the U.B.C.! This report Is unaffected
ment in any dlrectionl Including separatIon or shearing at the slda)olnts by the supplement
of the units. Shear values set forth in Table No. 26.E of the code are aI-
lowed for bolts grouted Into the cores with the specified embedment. This rlporlls sublett to re.uamlnallonla two years.
TABLE NO.I-SCHEDULE OF FLEXICORE FIRE-RESISTIVe RATINGS'
:i:-'.:,; ""'1';'
i~';:
;~:. ,
,."
; ~ '
~?~~iit .
~\:/ I, "
'-.:..!'
\~:f:-:
;',:,r
~~____r- ...-......'
...-..
/'
leBO Evaruatt)n Service, \ne. ..' '.'
II subsldlal}' cotporaUon Of tIJortitern ational Conference, of BUIld mg OffiCI a\$.
Y, ~," r.~:i~'~\k~f1f.l~,-,.;,~",f~{.i' 'i::
Report No. PFC-2790 'J" d
April. 1994 ."
(lneIMI) UitI' ' THICIQl~ Of. , . ~~~
, 'l'OPI'IN<l, "") , OVP 8TltAND8 (lne"') (ttDur.)
8 - 1'18 2
8 11/44 2 3
, lQ.l'l - 11/2 2
10.12 -- 2 3
6-8-10-12 - 1 -:- I
8-10-12 - jT12 2
It
I CarlXlI\ate I1ggregllle conCtcte.
2Minirrum 3-incll bearing wldlh at $uppom, Joint cleennceihall be: belw.:en 1 Iltlnd 114 inch atthe
&" bottom of slabs fOT the enliR length. '
'-:('ii~ of COIlCfcte1;llillll.' 'h:\11Ch~hick Gyp-Crele (Evlluatlon Report No. 3433) topping may be
4~pilli may\be'~pf.~~~it~i,i~s or concre.ludocd to the precast unit during fabrlc.lIon a! 41 ~
"\'I:.\1ac Streel.:U~Lakel; Mmite1ibOL
Bvoluatlolt 'reporfftiJlCBO:'B~tRsSfmef; InC., "",".."'4 ,olt" 10 pl'Oyfd, JnfltrmllllOIlUl Clem A,",lIfb",. of ICI10, ,,/JIltInl thfl coil U~'I IIIhich th~ f,JIOrl
", 'da.HiJ.o B,.luliIHii~".iftm'M1tl bt tonmlll",'l)/hiilllili,c",fW"cs orlSIIY ,,1M, Qi/ribUtu ""'Jf1'~iflciJ",""",I..d PI!)' tutul f,1f4q1'$'.'ftJ Of /'litO"""''''
:tIfIlio'rl)ftJr'/ltt'61tr.i!'fUjldr'fIfOw,)'?;'< ;\ ' ".' ,,' :' :'.>; ",'
THleri,,"'b'lidiid..,;o,,'iIdI"'";I;""rm.,it,.,,;R'irriifeilAMi""~JlilJiu4.' "" applkrPti.. Tilt .'CBO i~o" S,Mllet, It1c., /ecle"ital'f4/!"-' mif....rlt~
.';Jfrisli".~;;4/di'~tII,"lMlI,bilt iIHI nlll".;","rI!",'''' Ul rrwU G1I f,""prll""t.,.rlftti#ttli~ Thf" is 1IO,,,lIiNllty ",ICBO !l'flluMftJlI Sff'rlt,;'llC,. ,ltpit'5
'Dt'linplltd,.tlS ,,,"; "Finllll'" .flltlUr m/IIUr JII 'hI rtport or al III all' proIrU:t cDIIf,1Il b.Y th.n",#. ThulllcriJlrlU;;lIelul." hi is not lVrtir,lfio; ,.'rth/:!/Ilt"'1/I).
" . -
, P.gi '(".f,l
f:~~! j
'~(, ,.::', ""',~:f-; .1
',,,:,'l l~",:;,:~!
)':'~i.;\t(:
'---.. ,99 Fire Resistance Di~r;ry
~ "
FIRE RESISTANCE DIRECTORY (8XRH) FIRE RESISTANa DIRECTORY (BXRH)
306
FIRE RESISTANCE RATINGS - ANSljUL263 (BXUV)-Continued
Design No. 3918
Unrestrained Assembly Rating-1 Hr.
I~ " ~ "
tzjCJ CJ CJ CJ CJ CJtQ
~~ UnresTrOined
~ End DeTail
1. Precast Concrete Units* -Carbonate. siliceous. ar lightweight aggregate.
4 ar 8 ft wide units with cross section similar to the above iUustration,
Openings may be provided through the units for piping. ducts. or similar
services and should be suitably enclosed with constructions having at
least equal resistance. acceptable to authorities having jurisdiction.
American Precast Concrete, Ine.
Arnold Concrete P1'oducts-Greensboro Div. at Carolina Steel
Corp.
Breeko Industries
Cleveland Builders Supply Co.
Nftterhouse Concrete Products. Ine.
Southern Cast Stone Ine.
Strescon Industries
TPAC Dfv. at Kiewit Western Co.
2. Min Bearing-l-l/2 in.
3. Grout-Sand-cement type. 3500 psi compressive strength. For a grout
stop. compressible material may be placed at bottom of the joint before
applying grout.
*Bearing the UL Classification Marking
Design No. J919
Restrained Assembly Rating-2. 3 and 4 Hr.(See Items 1 and 8)
Unrestrained Assembly Rating-2 Hr.
I@---~
Restrained
Unrestrained
End Detail End Detail
1. Concrete...Topping-3000 psi campressive strength, 110 to 153 pet unit
weight, Normal weight aggregate. The min cancrete topping thickness is
1.3/4 when Item Nos. 6 and 7 are used. When Item Nos. 6 and 7 are not
used. the minimum concrete topping thickness shall be:
. Material
Radng-Hr. Thickness-In.
2 0
3 1-3/4
I
FIRE RESISTANCE RATINGS -ANSIjUL263 (BXUV)-Contin ~
lA. Floor Topping Mfxture*-(altemate to concrete topping)-a .
water to 80 lbs min of floor topping mixture* to 220 lbs mile of
Compressive strength. 1000 psi. Min thickness for 3 hr rating 3f.
Hacker Industries, Ine.-firm-fill, Firm-fill 2010. finn-Fill
Strength. Gyp-Span Radiant.
': Maxxon Corp. Type GC.
United States Gypsum Co.-Type F.
Floor Mat Materials*-(Optional)-Roor mat material nom 1/4 in tilt
adhered to subfloor with Hacker Roor Primer. Primer to be appliecffn
surface of the mat prior to the placement of a min l-1/~il'J)
floor-topping mixture. _.:; ,t
Hacker Industries, Inc.-Type Sound-Mat." ":0',
lB. Alternate Finish Flooring-Floor Topping Mixture*-4 to 7 '~
water mixed with 80 lbs of floor topping mixture and 1.4 to 1.9 Cu t (
~nd. Compressive strength to be 1200 psi min. Min thickness to ,be) (
1O.-~"
Rapid Floor Systems-Type RF. RFP ar RFU. ' d:"
Floor Mat Materials* -(Optional)-Roor mat material nom 1/4 in. tIric
adhered to subfloor with Maxxon Roor Primer. Primer to be applied to II:
surface of the mat prior to lath placement.'''''
Maxxon Corp.-Type Acousti-Mat. ,'t
Metal Lath-For use with floar mat material. 3/8 in. expanded galvanizt
steel diamond mesh. 3.4 lbs/sq yd placed over the floor mat materlii
Roor topping thickness a nom 1 in. over the floor mat. '. -':
lC. Floor Topping Mixture*-Alternate to Items 1. 1A and lB. 3 to7'g}1T
water mixed with 80 lbs af floor topping mixture and 1.0 to 2.1 cu Ito!
sand. Compressive strength to be 1000 psi min. Min thickness to be 3/4m.
Maxxon Corp.-Type D-C. GC. GC 2000. L-R or T-F.~:: it
Floor Mat Materials*-(Optional)-Roor mat material nom 1/4 in: tlrid
adhered to subfloor with Maxxon Roor Primer. Primer to be applied to iIIf
surface of the mat prior to lath ,p~cement. ,:1':, '
Maxxon Corp.-Type Acousti-Mat. ,".
Metal Lath-For use with floor mat material. 3/8 in. expanded galvanizic!
steel diamond mesh. 3.4 lbs/sq yd placed over the floor mat material
Roor topping thickness a nom 1 in. over the floor mat. , ' "...:
2. Precast Concrete Units* -Normal weight or air cooled blast furnace ~
aggregate. Cross section similar to the above iUustration. -'"
Calumet Flexfcore Corp.;
Concrete Industries Ine. '.'
Flexlcore of Texas. Ine.
Flexicore Systems, Ine.
Mid-States Concrete Prods. Co.
Molin Concrete Products Co.
Strescon Industries Ine.
3. End Details-Restrained and Unrestrained. Min Bearing 1-1/2 in. fur
assembly rating of 3 hr ar less and 3 in. for assembly rating of 4 hr.
4. Joint-Clearance between slabs at bottom. full length. min 1/16 in.,
max 5/16 in.. grouted full length with sand-cement grout. 3500 psi min.
Note-A 3/4-in, lateral expansian joint to be provided the full ~
and depth of the slabs every 14 ft. Expansion should be obtained ~
noncombustible. campressible material. for example: 12 sheets of 1/16-10,
thick ceramic fiber paper,
5. End Clearance-Clearance for expansion at each end of slabs shall ~
equal to L/17 (1/4 (+ar-) 1/16) in" where "L" equal to length of span 10
feet.
6. Trench-Header Duct-Optional-(Bearing the UL Listing Mark). Housing
canstructed af steel and provided with metal edge screeds. -,
7, Electrical and Telephone Outlets-Optional-Electrical autlet, aft~r set
drive inserts, and autlet mounting bushings (Bearing the UL Ll~ng
Mark) 3-1/2-in. diam by 1-in, thick piece of nancombustible-campres51ble
blanket insulation, slit at center for passage of wires. to be placed on toP
of bushing under autlet box.
8. Spray-Applied Fire Resistive Materials* -(Not shown)(Optional).-
Applied to the underside of the Precast Concrete Units by mixing ~&
water and spraying in mare than one caat ta a final thickness of 9/,16 10.
Cancrete surfaces must be clean and free of dirt and ail pnor to
application af Spray-Applied Fire Resistive Materials. Spray-Applied pcffire
Resistive Materials applied at min avg and min ind density af 15/14 . '
respectively. Far method of density determinatian, see Design Information
Section.
When Spray-Applied Fire Resistive Materials is used, the specified thi~
af Cancrete Topping (Item 1) or Roar Topping Mixture must also be ~
to abtain a 4 hr Restrained Assembly rating. The 4 hr Restra1 r
Assembly rating does not cover the use af trench header (Item 6) 0
electrical and telephone autlets (Item 7).
Restrained Unrestrained
Assembly Rating Assembly Rating
2. 3 Hr 2 hr
4
. ,iJ"
Spray-Applied
Resistive Mtts. TIIk j
O-See Item 1.~
9/16 in.-See Item~4
---
LOOK FOR THE UL MARK ON PRODUCT
.
'\\'U'~'
'~"~'!"li), ;~, Ii ' .
':i;,f':,','
h
.~,-~'
~ ~'-;~:
.'1':, ':";;;'~~'~'" ~- ~
, ,. STC: IIC'~ Descrlpilon
& Test No.
~/celllng\lrrOOfJCetull\f-lWO layers 518" ~ElROCK
'.~ Gypsuili rns;fff~ Core, attached 10 wood
FCG408 Or RC2601
.' ,
,..,. -,
1IIrnr--;'l12hr:~~I" 2 ill'/Cr~ 112. S1lEr.TnOO< N/A
Gypsum PlIlleIS;FIAf;COOE C core-I. nom Wd sub &
2 x 10 WdJolst16" O.c.- nC.l chan or equivalent
24.(J.c.~ew'all ilver base Ioyer pene1!--Ioce
rew all loeMn 12",o,e.-Jplnts IIn-Ul Oes l510
sys; wUh 518. SIIE$ROCl< Brand Gypsum Panels.
C eorB-:'UL Des,Ul1, . ..'
l:~:';
..:..,.......,...........',."......."",.."..,..,.."....",..",.,,."..".,."..".".,..,....."""...:..\ll,,)c;L,.,.,.,....'
FioOrlCelling-'-liOOrof 8" x 0" cerain\c 11I0. 112" D\m'l( GO 52 RAL.TL89.141- :,~:~tt:4ii,~ \I;)
',Ilrandoxterlor,~t bollrd;l"Slf.ETROCl< Ilmnd Gypsum RAL.IN89-5 ,:.',:i~~<\;))':;'
llncr:l'aitC:ISlI\r.r:~2 x 10 WI! IoIs116. o,c,- 58 51 llasedon vlnylllle~:""':,
3~ljfl\lMr~ $^,,~lIIng of 2 loyers 618. oriented strand board',:. '. ,
,~ROCK Ilriind Gypsum Panels. Fll\Ecooe C core. In place 01 ceramic" '. ....
over RC.l chon 16" o,c,-UL Des l541 tile nndcement board;,;> ,,;',
-RAL.T1,lI9-145 ;1\;;:\(;
(53 MTC)-RAL.Itf89.:7j;:',i
59 62 Based on C8rpetlpad~~';",;i.;(;,(.
over OOt'llled slmnd Wit oJ,: ::
board In placa of . ,
lIIe nndcemenl boa
-RAl~ Tl89.148 .,'
I (54 MTC)-RAl~IN
" ~u.. ~..... i......;....... to... ...-..........; ~'........, _,..... i,;,' ,',..... '1';........: i"" ...,...: ~! t; :.~ to.,...,'~..........,..;;..,..,........,......,.................,' to...... f'" "I'~"; I u~~;
Assembly not ,,":
recommended whoi\J
sound conlrolls a ...k,
major consideration
2 hr.
~. - "
Description & Tesl No.
AcousUcal Performance
STC IIC Descr\pUon
& Tesl No.
~..
, . " " ~"~:~"'~"':'.' !.:(:'" .'. '. '
,.'.,....~
~".,...
. ,', .' - . , ; >L , :,~" \ '. :,' '
.h.>,,,,..c.~ . ~~".,'
518. StEETROCK B18ndGypsum Panel. FIltCOll€ C core. N/A
, pltchedwOOd llus$eSot mill, 2 x 4 Iurnbef. any uL Class
A, B or C roolln9syst8llf-RC.I channels or equivalent
SflllCOO 12" or 1 G. o,c:-gypsum panels attached wllll
I" Type S screWs.lolnls f1nlshed-opUonallnsulotlon
lfirectly over lJYllSIlm ceiling membrane-UL Des P522
12
~'j..l\;>;_~.....a..,,,,.~'
'1'
WOOD JOISTS, GYPSUM WALLBOARD, RESIUENT CHANNELS,
GLASS FIBER INSULATION
One layer 5/,- proprietary type X gypsum wallboard or gypsum veneer baSe applied at right
angles to resilient furring channels 24" O.c. with 1" Type S drywall screws 12" O.C,
Gypsum board end joints located midway between continuous channels and attached to
additional pieces of channel 54" long with screws 12- o.c. Resilient furring channels
applied at right angles to 2 x 10 wood joists 16- o.C. with 11/4" Type W drywall screws,
Wood joists supporting 5/," interior plywood with exterior glue subfloor and 11/," perlite-
sand concrete reinforced with No, 19 SWG galvanized hexagonal wire mesh. 3" glass
fiber insulation 0.90 pet in joist space stapled to subfloor.
PROPRIETARY GYPSUM BOARD
United States Gypsum Company 5/," SHEETROCK- Brand Gypsum
Panels, FIRECOOE4t C Core
PRop,m~l;'~i\l;;
';'t;:rGAFlLE NQ;..EC.,51.1. 6
.". ':'.' ...., ",""_', :. "-. "" ,_ "<<""'::':,_~-'.,'..H\\i:" '-''''''<, '," ..
WOOD JOISTS, GYPSUM WALLBOARD, RESIUErff'CHANNELS,
GLASS FIBER INSULATION
o e layer 5/," proprietary type X gypsum wallboM:f' or gypsum veneer baSe applied at right
angles to resilient furring channels 24" o.c. with 1" Type S drywall screws 12" o.c.
Gypsum board end joints located midway between continuous channels and attached to
additional pieces of channel 54" long with screws at 12" O.c. Resilient furring channels
applied at right angles to 2 x 10 wood joists 16" o.C. with 11/4" Type W drywall screws.
Wood joists supporting 1/," interior plywOOd with exterior glue subfloor and 11/," perlite-
sand concrete reinforced with No. 19 SWG galvanized hexagonal wire mesh. 3" glass
fiber insulation 0.90 pet in joist space stapled to subfloor.
PROPRIETARY GYPSUM BOARD
American Gypsum Company
CeIotex Corporation
Continental Gypsum
G-P Gypsum
James Hardie Gypsum
Lafarge Gypsum
pabCOGypsum
Temple-Inland Forest Products Corporation -
5/," FIREBLOC TYPE C
,/," F1-ROK PWS™
1/," MoreRoace Fireame Type C
(CGTC-C)
5/," GyPfoce Fireguaroe C
,/," Hardif'oc:ke Brand Max "C"1M
Gypsum Panels
1/," Firecheate Type C
,/," FLAME CURse Super 'C'
5/," TG-C
WOOD JOISTS, GYPSUM WALLBOARD, RESIUENT CHANNELS,
GLASS FIBER INSULATION
One layer '/2" type X gypsum wallboard or gypsum veneer baSe applied at right angles to
resilient furring channels 24" O.c. with 1" Type S drywall screws 8" o.c. at ends and 12"
o.c. at Intermediate furring channels. Gypsum board end joints located midway between
continuous channels and attached to additional pieces of channel 64" long with screws
8" o.c. Resilient furring channels applied at right angles to 2 x 10 wood joists 16" O.c.
with 6d coated nails, 17/," long, 0.085" shank, '/4" heads, two per joist. Wood joists
supporting 5/," interior plywood with exterior glue subftoor and 3/," particle board, 1.5 pst.
3'/2" glass fiber insulation batts, 0.7 pet, friction fit in joist cavities supported aJtemately
every 12" by wire rods and resilient furring channels.
Sound tested with carpet and pad and with insulation stapled to joists.
"
Approx, Ceiling
Weight:
Fire Test:
2 pst
UL R3453-7. 5-1-70;
UL Design L516
KAL L 224-28-65, 3-30-65
(74 C & P)
KAL L 224-27-65.3-30-65
Sound Test
IIC & Test:
.... 50 to 54 STC,>.
.~. t:~~sout,<<).~!;
Approx. Ceiling
Weight:
Fire Test:
2psf
UL A3453-7, 5-1-70;
Based on UL R3660-7, -8,
11-12-87; A2717-61, 8-18-87;
Based on UL R7094,
9ONK10635,10-24-9O;
Based on UL R8742,
88NK22591. 10-6-88;
UL Design L516
KAL L 224-28-65, 3-30-65
(74 C & P)
KAL L 224-27-65,3-30-65
~
~
Sound Test
IIC & Test
Approx. Ceiling
Weight:
Fire Test:
Sound Test:
IIC & Test:
2psf
FM FC-181 , 8-31-72
G&H OC-3MT, 10-13-71
(73C&P)
G&H OC-3MT. 10-13-71
GA-6QO-2000
t Contact !he manufacturer for more detailed infonnation on proprietary products,
107
:~~_~U
---------.----...
'-
r
FIRE RESISTANCE DIREcTO;(WH)~ ~-
FIRE RESISTANCE RATINGS - ANSI/ULZ63 (BXUV'-Ci .
cleats d. .../ ontinued
protru mg into the 5/8 in wide ch '
galv steeL Fasteners applied o~ly to thanne~ fabncated from 24 gauge
tapered edges) of the wallboard no re e en ar ~ edge (not along
w~llbaard, max spacing 16 in Oc. N ~ledater th~n 2 In. from comer af
u51ng one No. 6d cement . , al to adjacent stud through tab
sh~U be nailed to top an~Ot:an~ll r:~ fast.ener. Comers af waU board
natls. ,P usmg No. 6d cement coated
5. Batts and Blankets*-(O ti I
insulation. p ona.. Not Shown) glass fiber or mineral wool
Certainteed Corp.
Johns Manville International Inc.
Knauf Fiber GlasJ GmbH
Owens-Coming FfberglU Corp.
Rock Wool Mfg Co.-Delta Board
Roxul Inc. .
. , Thel1Mflber LLC- T<y SAFB
Beanng the UL C'--'fi ' pe. .
_51 cation Marking
.. '). U30~
Design No. U305
Bearing WaLL Rating-1 HR.
Finish Rating-See Item 3.
r-- IS. O. C.
IS" O.C,--1
2X4's firestoPlled
1. Nailheads-Exposed or covered with joint compound.
2. Joints-Exposed or covered with fiber tape and joint compound. except
where required for specific edge canfiguratian. For tapered, rounded-edge
wallboard. joints-covered with joint compound ar fiber tape and joint
compound. AsJD-llternate. nom 3/32 in. thick gypsum veneer plaster
may be applied ta the entire surface of Classified veneer basebaard,
Joints reinforced.
3. Wallboard, Gypsum*-5/8 in. thick wallboard paper ar vinyl surfaced.
with beveled, square, or tapered edges, applied either horizontaUy or
verticaUy. Wallboard nailed 7 in. OC with 6d cement coated nails 1-7/8
in. long, 0.0915 in. shank diam and 1/4 in. diam heads. When used in
Widths of other than 48 in., wallboard is to be installed horizontaUy.
American Gypsum Co.-Types AGX-1, AGX-2, AGX-3 (finish rating
23 min.), Type AGX-7, AGX-ll (finish rating 26 min) ar Type
AG-C.
l J ,-
, I
nee Director) :._;..
FIRE RESISTANCE DIRECTORY (IXRH)
FIRE RESISTANCE RATINGS - ANSljU1263 (BXUV)-Continu
Boral Gypsum Inc.-Type DDN1 (finish rating 20 min). TYPe
(firrish rating 20 min), Type DDW3 (firrish rating 20 min) .
OOOG3 (finish rating 20 nrin) or Type BG-C. ·
Canadian Gypsum Company-Type AR (finish rating 26 min)
C (finish rating 26 nrin), Type FCI (finish rating 26 min)' ,
IP-X1 (firrish rating 26 min), TYJ)l! 1P-X2 (finish rating 26'
Type sex (finish rating 26 min), Type SHX (finish rating 26
Type WRC (finish rating 26 min), Type WRX (finish rating 26
Type FRX (finish rating 20 min).' ,
Celatex Corp.-Type 1, Type SF3 (finish rating 20 min) 11
(finish rating 21 min), Type B (finish rating 20 min)' YIlt
(finish rating 21 min) ar FRP. " '
Continental Gypsum Company-Type CG1-1 (finish rating
nrin), T~ CG-2 (finish rating 20 min), Type CG-3 (finish
20 min), Type CG3-3 (firrish rating 20 min), Type CG-5 (II
rating 26 min), Type CG5-5 (finish rating 26 min), Type
(finish rating 26 min), Types CG-3W, CG-5W (finish rating'
min), Types CG.3WS, CG-5WS (finish rating 20 min), T~
(finish rating 23 min), Type CG6-6 (finish rating 26 nun) ,
CG-C, Type CGT6-6 finish rating 23 min), Type CG9-9 (finish' ,
26 min), Type CGT6-6 (finish rating 23 mm), Type CGlt-C (ft '
rating 20 min).
G-P Gypsum Corp.-Type 5 (finish rating 26 min), Type 6 (ft '
rating 23 min), Type 9 (finish rating 26 nrin), Type C (ft ~
rating 26 min), Type DGG (finish rating 20 min), Type G '
(finish rating 20 min), Type GPFS2 (finish rating 20 min) .
GPFS6 (finish rating 26 min).' ,',
James Hardie Gypsum Inc.-Type Fire X (finish rating 26 mm
Type Max"C". "",
Lafarge Gypsum, A Div. of Lafarge Corp.-Type LGFC2 (fi
rating 20 min), Type LGFC3 (finish rating 20 min), Type
(finish rating 26 min), Type LGFC-C (finish rating 20 min).'
National Gypsum Co., Charlotte. NC-Type fSlC (finish rating
nrin), fSlC-G (finish rating 20 nrin), Type FSW (finish rating'
min), Type FSW-2 (finish rating 24 min), Type FSW-3 (fl .'
rating 20 m;n) or Type FSW-G (finish rating 20 m;n). ".
National Gypsum Co., Riyadh, Saudi Arabia-Type FR or WR.
Pabco Gypsum-Types C. PG-2 (finish rating 20 min), PG-3 (Il ' ,
rating 20 min), Types PG-3W. PG-5W (finish ratin9 20 nrin), T~
PG-4 (finish rating 20 min), Type PG-6 (finish rating 23 IR1nJ,
Types PG-3WS. PG-5WS (finish rating 20 min), Types PG-5, PG-9'
(finish rating 26 min) ar Type PG-C. -'
Republic Gypsum Co.-Type RG-1 (finish rating 20 nrin), T~
RG-~ (finish rating 20 min), Type RG-3 (finish rating 20 niln), .
TYPll RG-4 (finish rating 26 minI, Type RG-6 (finish rating ZO.'
min) ar Type RG-C. -:.~
Standard Gypsum Corp.-Type SGC(finish rating 20 min), Type li
SGC-3(finish rating 20 min,) Type SG-C or SGC.G(finish rating 20:
min). ,~
Temple-Inland Forest Products Corp.-Types T (finish rating 20 ;.
minI, VPB-Type T (finish rating 20 min), WR-Type T (finish rating:
20 min), Type T SHTG (finish rating 20 min), FRX-6. VPBX-6.
FRWRX-6. TG-C ar FRX-6 Exterior Gypsum Soffit Board.
United States Gypsum Co.-Type AR (finish rating 26 min), Type
sex (finish rating 26 min), Type C (finish rating 26 min), Type
WRX (finish rating 26 min), Type WRC (finish rating 26 min), Type
IP-Xl (finish rating 26 min). Type F0I (finish rating 26 mlO).
Type Ip.X2 (finish rating 26 min), Type SHX (finish rating 26,
min). Type FRX (finish rating 20 min), la,
Westroc Inc.-Type Westroc Firebaard. . ~
Veso Panamerianco SA de CV-Type AR (finish rating 26 m~n), ,.
Type C (finish rating 26 min). Type WRX (finish rating 26 mlO)6
Type WRC (finish rating 26 min), Type IP-Xl (finish rating ,2
minI, Type FCV (finish rating 26 minI, Type Ip.X2 (finish ran, .
26 min), Type SHX (finish rating 26 minI, sex (finish rating 2,
minI. ' .
3A. Wallboard, Gypsum*-(As an aLternate to Item 3)-Nom 3/4 in. thICk.
instaUed as described in Item 3.
Canadian Gypsum Company-Type AR.
United States Gypsum Co.-Type AR,
Veso Panamericano SA de CV-Type AR.
3B. Wallboard, Gypsum*-(As an alternate to Items 3 and 3A) -S/8 ill,
thick. 4 ft wide. square edge. applied vertically. WaUbaard nailed 8 in. OC
with 1-3/4 in. long galvanized roofing nails. Jaint cavering (Item 2) not ,
required. . ) .:;
Canadian Gypsum Company-Type WSX (finished rating 22 1l!11l' "
United States Gypsum Co.-Type WSX (finished rating 22 ml~))' :.
Veso Panamericano SA de CV-Type WSX (finished rating 22 mIll' i
4. Steel Comer Fasteners-(Optlonal)-Far use at wall corners. Chan~ ."
shaped. 2 in, long by 1 in. high on the back side with two 1/8 in. wide,
--',tt
'oJ!.
~.
lOOK FOR THE UL MARK ON PRODUCT
,
"g.!J1'~~~~)
)Y.::~.
l~/'::~~~~i :~.'(j ,
l;' l.':~"~' I
"<,~.,, .
,~).I
!'~:i~;,
, ,JI.(!'
" ~,~ 'rft~':i':~:.;'~j',:
;.".t. ~fq,J"
," ;W:ia~r; I '
I rt:t;'
'l:i~);;(
t:,
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. ~-.;Il>r,
;~:""i:.
.or,
;Hi'
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,"
':
g
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./\ ,,~
, ~0' :1:~',' :':;:;~ :~:.
I'i" I,.. '
-y :'::~;,:~;;~i:.'}
J '~"':~l'
.,,' ~;:;':~,i~; . , .
.;;aIIl. ,~,
iCJ'~~'~""'":": "',C",":. . ·
~J~~{,.~'" .' "~ ~':''', -..,'; ':: 'c";_::"'.' ""::. ~..cT:::'" '"t:' ,,-:~;
. ", ,,/ih_ .\ :.,.,_', ,...
. .:. _.J;.:. : :.'.:.i."_._ .,"~',.."
~11I'r!I!.. co~!l!~CIID.!'_ . __ .
DI'ln & physical dala Description & lesl no,
Wood Framed Wall Systems - Gypsum Drywall or Veneer Plaster (continued)
Double Stud Chase Walls (Load-Bearing) - 2-Hour Rating
~eql!:~~IP!~~!~~~~! u
STC Description & test no.
partitlons;"'.f'......
t,,'"
.iiWit
181__, .
.,.
<.: .
'-"j :.
T.
12W
1
-~-'
~~,
.....j ".1.."'-'
, ,
Wd slud-2 layers W SHEETROCK brand gypsum panels, FIRECODE cure,
oulside, bolh sides-~" SHEEtROCK brand gypsum pahels, FIRECDDE core,
inside, both sldes-2x4 wd studs 24' o,c,-Ul Des U342
SA924
,99
AIlernale based on X" SHEETROCK hrand gypsum panels, FIRECODE C core.
bOlh oulslde double layer & inside single layer-GA VIIP 3819
I, :. ~"
..
57
NlA '''100:
3'1, glass fiber bolh walls-Tl'73.224
Aile malo ba5ed on X" SIlEETROCK hrand gypsum panels, FIRECODE C core,
oulside double layers ollly-t:A WP 381 Z
3'1, glass fiber bolll walls-
based on TL-73-224
Double Stud Chase Walls (Non-Load-Bearing) -1-Hour Rating
57
N/A ' '101
54
SA924
.. '~"
;.o;fmn"'~~.!rn'#r/~llt(' t'tVHt
Slag Wd Slud-ll" SHEETROCK brand gypsum panols, FIRECODE
core-2x3 non-load-hearing studs 16" o,c,-2x3 plales ,"
apart-panels nailed r o,c.-3" TIlERMAFlBER SAFB one side-join Is
fln-perim caulked-esl. fire rallng based on UL Des U305
Based on scr8WS or nails 7' o,c.
Tl.77-149
Stag Wd Slud- X" SHEETROCK brand gypsum panols, F1RECOOE
core-2x4 16' o.c, on 2x6 com plate-panels all wilh 6d ctd nails r
0.c.-2' THERMAFIBER SAFB one side-perim caulked-loin Is
!In--esl. fire rallng based on UL Des U305'
Wd Stud-haso I"yer x" SIlEE TROCK brand gypsum p,lnel,-Iar.o I,lyor
~- SHEETROCK brand gypsum panels, f1RECOOE cme, laminalod
In b,15e layer-2x4 wd studs 16' o.C -GA WP 5510
45 'I
103
'. :~ri".",,;m,:m"'~<I',"~
.1
T'~""--''-;;''.''_-.'7.;;:;'-'.::.';;.''D::.'-.''~::~T''-.''.:
6W';,iL
1 1\11
.:...i.i.~i.::i.;:.';:';':~~..;.~,.......:-....
wt, S
T ,. [:"
~- ---------
10' ___._~______.._'
1---.--. ~---~
,'. '.
Based on FIRECODE core panels-
Tl.69.213
SA924
55
104
Basod on I W HlERMAFIBER SAFB
in cavity-G & H BW'32ST
N/A
;~
r___~<".
_L.",..... .,..:, .~, ~,::, .~~.,..,
Wd Slud-2 layers X' SIlEETROCK brand gypsum panels, F1RECODE
coro-2 rows 2x4 lG" oc. on sop plalos l' apart-hase layer all wilh Gd
cld nails 24" o.c,-!ace layer all WIlli Sd ctd nails S" o.c,-slaggor vort
loinls 16" o.c.-pcrim caulkod-joinls fin~llA.WP,382D
.C(.
Double Stud Chase Walls (Non-Load-Bearing) - 2-Hoilr Rating
T ;'''':;;;:;::tili.tt'4~L~~~3!'';'::;~,:J
__L-L_____
10W'
lG'---
.,1i."'~":'t:;;":{":7~P:':''7~.t
wt.13
T. ']": ~' ') , : '~" E~,~u/=-=- Slap Wd Slud 2 layers X" SHEETROCK brand gyps
~ J8l F1RECODE C core-2x4 lG" o.c,.on 2x6 com pial
cld nails 24" o.c,-face layer all witll Sd cld nails S.
joinls 16" o.c,-perim caulkeu-Iolnls lin-GA.WI',
'j : ,)~~~~It~,'i'il;~f:h'!1 ]/,:;':;,' h~ '~~l;
',M~\;:,
:::: ~~:~;:~~~:r~::~_~;a~~:;)e~~~~:~~:~~i::laster~~1)
Wd slud-W ROCKLATH base, holh sides, 4" OC--2~~ ~,C.-
~" 1:2 gypsum,sand plasler-GA WP 3430 :~-! 'i'
allwijh 6d
gerVJIt
~'~!'~9'
~~i:
Wood Framed Wall Systems - Cement Board
Wood Stud Wall (Load-Bearing) - 1-Hour Rating
51
56
SA924 105
(.'.1,1
Tl,69.214
Based on 3W Ihick insula lion In one
cavity-USG'71DI2D
GA.NGC.3056
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5S
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screws or lW galv nails S" o,c,-joinls taped-all. design lj-
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National Eva
P.rtlclpatlng Members:
BOCA Evaluation Services, Inc.
ICBO Evaluatl
Inc.
I Public Safety
valuation Services, Inc.
4051 w..t ROllmoor Ro8d
Country Club Hill., lllinoi. 60478-5795
(708) 799-2305
5360 Workman Mill Ro8d
Whittier, Californi. 9060 1 -2299
15821 899'()543
900 Montellir Ro8d, Suit. A
Birminghem, Alebeme 35213-1206
12051 599-9800
NATIONAL EVALUATION REPORT
Copyright · '999 N.tIonal EVIIu.tJon Service, Inc.
Report No. NER-200
Reissued September 1, 1999
3.3
Material Specifications
TJ" JOIST
TRUS JOIST MACMILlAN
A limited P.-tnershlp
200 EAST MALlARD DRIVEJP.O. BOX 60
BOISE, IDAHO 83706/83707
1.0 SUBJECT
TJ" Joist
Note: 1:.1", MicroUame, Performance P1use, TimberStrand. and
Trus Joist MacMillan. are registered trademarks of li'us Joist
MacMillan (TJM) a limited partnership, Boise, Idaho.
2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT
2.1 Structural Wood Framing
2.2 Fire Resistance
2.3 Sound Transmission
3.0 DESCRIPTION
3.1 General
The TJI joist is an I-joist with various combinations of wood
flanges and webs as noted in Table 1. The top and bottom
flanges are placed to create either a constant depth l:J1 joist
(paraDe!) or a constantly varying depth 1:.11 joist (single taper).
The web butt joints of the 1:.11 joists are either square or
serrated as required by the specific TJM manufacturing
standard. The web flange connection is made by inserting the
web into a groove in the center of the face of the flange
members.
3.2 Fabrication Procedure
The TJI joist is produced in a continuous fabrication process.
The flange and web members are fed into a machine which
assembles them into the finished products.
Flanges: Microllam lVl and TimberStrand LSl are
manufactured according to the TJM manufacturing standards
specified in National Evaluation Service Report No. NER-481.
Webs: Web material for the TJI joist is either plywood
conforming to PS 1-95 along with further requirements set
forth by the 1:.IM manufacturing standards or Performance
Plus. OSB conforming to PS 2-92, Exposure 1 with further
requirements set forth in the 1:.IM manufacturing standards.
Performance Plus OSB web material is produced in mills which
subscribe to quality control supervision and inspection by
American Plywood Association (NER-aA397). Additional mill
inspection is provided by PFS Corporation (NER-aA251) to
ensure compliance with the additional unique requirements of
the TJM manufacturing standards.
Adhesive: Adhesives shall be of the types specified in the
TJM manufacturing standards.
3.4 Design
The allowable design values are outlined in Table 2. The
requirements for web stiffeners and minimum bearing lengths
are shown in Figure 1 and Table 2. The joist webs are
permitted to have holes as set forth in the allowable hole
charts noted in Figures 2 and 3 for plywood webs and
Performance Plus OSB webs, respectively.
When joists are used as simple-span members, the design
shear is equal to the end reaction.
When joists are used as multiple span members, the design
shear is the calculated shear at the interior support reduced by
the following:
R = W/K s 18%
Where:
R = The percent reduction
W = Uniform load, plf
K = V'2/100
V 12 = The allowable shear for a 12 inch (or 11-7/8
inch) deep joist
nus report" limited to 1M sp~ciflc prodllCt tJIId dlua and tell reporllsllbmilled by the applicant in ill application reqllesting rhis report. No
ilukpetulenltesll _r~ performed by 1M NtIlIOMl ElIGllUJllon Service, Inc. (NES). tJIId NES speciflcally does rlDt make any _rranry, either expressed
Dr implied. as to any ftndlng or other maner In rhis report or as to any prodllCt covered by this report, nus disclaimer incllUks, bill is not limited to,
merchanlabillry. 77als reporlls also sllbjectto 1M limiltlllon lllled herein.
Page 1 of 18
Report No. NER-200
Page 3 of 18
All butt joints of the floor or roof sheathing shall be
located over framing members.
2.
TJI joists shall be installed in accordance with this
report with a maximum spacing of 24 inches (610
mm) on center for floor-ceiling assemblies. When
used in roof-ceiling assemblies, the TJI joists are
permitted to be spaced a maximum of 48 inches
(1220 mm) on center.
Optional 3-1/2 inch (89 mm) thick glass fiber batt
insulation is permitted to be installed when resilient
channels are used. The insulation shall be placed
above the resilient channels between the joist bottom
flanges.
3.
4.
The ceiling membrane shall consist of two layers of %
inch (12.7 nvn) thick Type X gypsum board applied to
the joist bottom flange. The first layer of gypsum
board shall be attached with 1-5/8 inch (41.3 mm)
long Type S screws spaced 12 inches (305 mm) on
center. The second layer shall be installed with the
joints staggered from the first layer. The second layer
shall be fastened to the joists with 2 inch (51 mm)
long Type S screws spaced 12 inches (305 mm) on
center in the field and 8 inches (203 mm) on center
at the butt joints.
Type G screws, 1-112 inches (38 mm)long, shall be
spaced 8 inches (203 mm) on center and 6 inches
(152 mm) from each side of the butt joints of the
second layer. The second layer shall be finished with
joint tape and compound.
Resilient channels are permitted to be used as' part of
the ceiling attachment system, provided they are
spaced 16 inches (406 mm) on center (24 inches
(610 mm) on center, if joists are 16 inches (406 mm)
on center) and fastened perpendicular to the joists
with 1 inch (25.4 mm) long Type S screws. The first
layer of gypsum board shall be fastened to the
resilient channels with 1 inch (25.4 mm) long Type S
screws spaced 12 inches (305 mm) on center. The
second layer shall be installed with the joints
staggered from the first layer and fastened with 1-5/8
inch (41.3 mm) long Type S screws, spaced 12
inches (305 mm) on center in the field and 8 inches
(203 mm) on center at the butt joints.
Type G screws. 1-1/2 inches (38 mm) long, shall be
spaced 8 inches (203 mm) on center and 6 inches
(152 mm) from each side of the butt joints of the
second layer. The second layer shall be finished with
joint tape and compound.
In roof-ceiling assemblies in which TJI joists are
spaced more than 24 inches (610 mm) on center, the
ceiling, including the resilient channels, shall be
applied to stripping spaced 24 inches (610 mm) on
center. The attachment of the ceiling membrane to
the stripping members shall be similar to the
attachment of the ceiling membrane to the TJI joists.
The stripping shall be a minimum of nominal 2 x 4
Construction-grade DouglaS fir lumber for spans up to
5 feet (1524 mml and shall be attached to the bottom
flanges with minimum 10d nails. Wood stripping
materials of equivalent strength and attachment are
permitted when specifically approved by the building
official.
3.5.3 Assembly C:
1. The flooring shall consist of a single layer of 48/24
tongue-andilroove span rated sheathing (Exposure 1).
When used as a roof-ceiling assembly, a single layer
of square-edgb span rated sheathing (Exposure 1 I,
complying witij the applicable code, is permitted to be
used for roof ~heathing.
All butt jOintJ of the floor or roof sheathing must be
located ovejframing members.
2. TJI joists shall be installed in accordance with this
report with a maximum spacing of 24 inches (610/.
mm) on center for floor-ceiling assemblies and. a
maximum spacing of 48 inches (1220 mm) on ~nter
for roof-ceiling assemblies. When used in roof-ceiling
assemblies in which the joist spacing exceeds 24
inches (610 mm) on center, framing perpendicular to
the joists shall be installed at 24 inches (610 mm) on
center to support the ceiling.
3. The ceiling membrane shall consist of a single layer of
% inch (12.7 mm) thick Type X gypsum board
attached to joists or to stripping spaced at a
maximum of 24 inches (610 mm) on center. The
gypsum board shall be fastened with 1-5/8 inch (41.3
mm) long Type S screws located 6 inches (152 mm)
on center at end joints and 8 inches (203 mm) on
center in the field.
4. An approved, exposed, fire rated suspended ceiling
system shall be installed beneath the gypsum board
ceiling. The minimum distance between the
suspended ceiling and the gypsum board ceiling shall
be 12 inches (305 mm). The grid system shall be
suspended with No. 12 SWG galvanized steel wire
fastened to the TJI joists or to stripping with 3 inch
(76 mm) long flathead hanger screws. Light fixture
protection shall consist of 6 inch (152 mm) wide
pieces of ceiling grid panels that are 48 inches (1220
mml long for the sides and 24 inches (610 mm)long
for the ends, with a full grid panel placed on top,
A galvanized steel duct is permitted for each 200
square feet (18.6 m2) of ceiling area, provided the
duct has a maximum 12 inch (305 mml diameter steel
diffuser opening without a damper and a maximum 6
inch x 12 inch (152 mm x 305 mml return-air
opening. Ceiling panels shall be 5/8 inch (15.9 mm)
thick USG FIRECODE AURATONE. Noncombustible
batt insulation that is rated R-30 or less is permitted
to be installed above the gypsum board in the cavity
between the joists.
3.5.4 Assembly 0:
1. The flooring shall consist of a single layer of 48/24
tongue-andilroove span rated sheathing (Exposure 1).
Report No. NER-200
Page 5 of 18
Douglas fir lumber. The stripping shall be attached to
the bottom flanges with 10d nails. Wood stripping
materials of equivalent strength and attachment are
permitted when specifically approved by the building
official.
4.
A layer of 1-112 inch 138 mm) thick, 2-1/2 pcf 140
kg/m~, Thermafiber Sound Attenuation Fire Blankets
or Fiberex SAFB (sound attenuation fire batts) shall be
placed between the bottom flanges of the 1:.11 joists
and the top of the resilient channels. The insulation
material shall be friction fitted into place and
supported by the resilient channels.
3.6
Assermly G - Two-hour, Fire-resistive Roof-Ceiling or
Floor-Ceiling Rating Is Assigned to the Following
Construction (descriptive details for the assembly are
noted below and in Figure 4).
1.
The floor sheathing shall consist of a single layer of
48/24 tongue-and-groo ve span rated sheathing
(Exposure 1).
When used as a roof-ceiling assembly, a single layer
of square-edge span rated sheathing (Exposure 1),
complying with the applicable code, is permitted to be
used for roof sheathing.
All butt joints of the floor or roof sheathing must be
located over framing members.
2.
TJI joists shall be installed in accordance with this
report at a maximum spacing of 24 inches (610 mm)
on center.
3.
Optional glass fiber insulation, unfaced batts that are
24 inches (610 mm) wide by 48 inches (1220 m)
long by 3-112 inches (89 mm) thick, are permitted to
be placed in the plenum between the TJI joists and
supported by stay wires spaced 12 inches (305 mm)
on center along the bottom flanges.
4.
The ceiling membrane shall consist of three layers of
5/8 inch (15.9 mm) thick Gold Bond Fire Shield G,
Type X, gypsum board. The base layer shall be
applied perpendicular to the TJI joists, with ends
staggered, and attached directly to the bottom
flanges with 1-5/8 inch (41.3 mm) long Type S
screws spaced 12 inches (305 mm) on center along
each joist. Resilient channels, minimum No. 28 gauge
10.016 inch (0.41 nvn)), shall be applied over the first
layer of gypsum board running perpendicular to the
1:.11 joists and spaced a maximum of 16 inches 1406
mm) on center. The channels shall be attached to the
TJI joist bottom flanges with 1-5/8 inch (41.3 mm)
long Type S screws. The middle layer of gypsum
board shall be applied perpendicular to the resilient
channels, with end joints staggered, and attached to
the resilient channels with 1 inch (25.4 mm) long
Type S screws spaced 12 inches 1305 mm) on
center, The finish layer of gypsum board shall be
installed with edges and end joints staggered from the
middle layer and shall be fastened to the resilient
channels with 1.5/8 inch 141.3 mm) long Type S
screws spaced 8 inches 1203 mm) on center. Joints
in the finish layer of gypsum board shall be covered
with joint compound and paper tape, and exposed
screw heads shall be covered with joint compound,
3.7
Alternate Floor Systems:
1.
An alternate floor or roof deck to Assemblies A, B, C,
D, E, F, and G previously described, consists of a
minimum 40/20 span rated sheathing IExposure 1),
over joists spaced at a maximum of 24 inches 1610
mm) on center with either 1-1/2 inches 138 mm) of
lightweight concrete or 1 inch (25.4 mm) of gypsum
concrete over the sheathing. When the joists are
limited to a maximum spacing of 20 inches 1508 mm)
on center, a 3/4 inch (19 mm) thick topping of
gypsum concrete is permitted to be used. The
gypsum concrete shall be evaluated in a current
evaluation report issued by the NES, BOCA ES for
jurisdictions using the BOCA/National Building Code,
ICBO ES for jurisdictions using the Uniform Building
Code, or SBCCI PST & ESI for jurisdictions using the
Standard Building Code. The report shall include an
evaluation for fire resistance that permits the
replacement of the floor systems with the span rated
sheathing and gypsum concrete system.
2.
The ceiling is permitted to be omitted over unusable
crawl space below, and flooring is permitted to be
omitted where unusable attic space occurs above for
all systems in Sections 3.5.1 through 3.5.6, provided
the top flange lateral support requirements of Section
3.4 are met.
3.8
Sound Ratings
3.8.1 Assembly B, Option 1, STC = 50
Assembly B, described in Section 3.5.2 of this report and
shown in Figure 4, when constructed with resilient channels
spaced at 16 inches (406 mm) on center, has a minimum
sound transmission class (STC) rating of 50. This assembly
has the following impact insulation class IIIC) ratings when
constructed with the additional materials described below:
1. IIC rating of 60: The floor covering shall include a 40
ounce per square yard (1.36 kg/m2) pad and 56
ounce per square yard 11.90 kg/m2) carpet.
2. IIC rating of 51: The floor covering shall include
Tarkett Acoustiflor sheet vinyl and the ceiling shall
consist of two layers of 5/8 inch 115.9 mm) thick
Type X gypsum board and 3-1/2 inch (89 mm) thick
glass fiber insulation shall be located at the bottom of
the floor cavity.
3. IIC rating of 45: The floor covering shall include a
43.2 ounce per square yard 11.47 kg/m2), minimum
0,123 inch (3,1 mm) thick cushioned vinyl.
3.8.2 Assembly B, Option 2, STC .. 58
Assembly B, described in Section 3.5.2 of this report and
shown in Figure 4, when constructed with resilient channels
spaced at 16 inches 1406 mm) on center, and with a 3/4 inch
(19 mml thick, topping of gypsum concrete, evaluated in a
current evaluation report, has a minimum sound transmission
Report No. NER-200
Page 7 of 18
6.21
6.22
6.23
6.24
6.25
6.26
6.27
6.28
6.29
· Report IN 81-25, dated September 28, 1981.
. Report IN 81-106, dated July 9,1981.
. Report IN 81-23, dated July 9, 1981.
. Report IN 81-24, dated July 9, 1981.
· Report IN 81-87, dated May 29,1981.
· Report IN 81-17, dated June 3, 1981.,.
· Report IN 81-105, dated July 6,1981.
· Report IN 81-20, dated July 6, 1981.
Report of tests conducted in accordance with ASTM
E 492, prepared by Riverbank Acoustical
Laboratories, signed by Peter E. Straus:
· Report RAL - IN 96-28, dated July 15, 1996.
· Report RAL - IN 96-29, dated July 15, 1996.
· Report RAt - IN 96-30, dated July 16, 1996.
Qualification data concerning the 1:.I11H90X joists,
witnessed by the PFS Corporation.
Reports of 1:.IM Experiment Nos. 1453, 1440 and
1449 concerning Qualification of various 1:.IIJPro-120
TS joists. Testing witnessed by PFS Corporation.
TJI Joist Manufacturing Standard (Claresholm, East
Kentucky, Eugene, Stayton, Evergreen, Lowndes
County, and Natchitoches Plants), dated November,
1998.
TJI/L65 Confirmation Testing, CRC Experiment No.
X1496, dated December 28, 1998, signed and sealed
by Glen D Robak, P.E.. Testing witnessed by PFS
Corporation.
Letter prepared by Flbrex, dated December 15, 1998,
signed by Jeff Goodwin.
Letter prepared by Thermafiber, dated October 8,
1997, signed by Michael J. Williams.
Qualification testing for the Evergreen Plant.
Derivation of design values for the 9-1 /2 inch deep
1:.IllPro 550 joist.
7.0 CONDITIONS OF USE
The National Evaluation Service Committee finds that 1:.11-
Joists as described in this report are acceptable alternative
materials, products or methods of construction to those
specified in the 1999 BOCA National Building Code, the 1999
Standard Building Code and the 1997 Uniform Building Code
with 1998 Supplement, subject to the following conditions:
7.1 TJI Joists shall be produced at the Trus Joist
MacMillan Valdosta, Georgia; Eugene, Oregon;
Stayton, Oregon; Natchitoches, Louisiana; Chavies,
Kentucky; Claresholm, Alberta and Castleberry,
Alabama plants with quality control inspections by
PFS Corporation (NER-aA251).
7.2 Allowable loads shall not exceed the values set forth
in Table 2.
7.3 Design calculations and details for specific
applications shall be furnished to the code official
verifying compliance with this report and the
applicable code. The individual preparing such
documents shall possess the necessary credentials
regarding competency and Qualifications as required
by the applicable code and the professional
registration laws of the state where the construction
is undertaken.
7.4 Cutting, notching or boring of the 1:.11 joist flanges is
not permitted. Holes in webs of the 1:.11 joists shall
conform to the requirements given in Figures 2 and 3
of this report.
7.5 This report is subject to re-examination on a periodic
basis. For information on the current status of this
report, contact one of the participating members of
the NES.
Report No. NER- 200
Paae 9 of 18
BASIC PROPERTIES REACTION PROPERTIES
JOIST JOIST RESISTIVE VERT. Elx K END REACTION (Ibs.) INTERMEDIATE REACTION (Ibs.)
DEPTH WT. MOMENT SHEAR 10' 1-314" . 3-112" NAILS 3-112" 5-1/4" NAILS
(In.) (plf) (flAbs.) (Ibs.) Ibs._ln.2 REQ'D. ;tl;,j]~itt~~~!, "~l;;mill"fi"I~%~ REQ'D.
Bearing Lgth. Bearing Lgth. Bearing Lgth. Bearing Lgth.
Web Stiffeners Web Stiffeners Web Stiffeners Web Stlffene,.
NO YES NO YES NO I YES NO 1 YES
TJUPro 150
9-1/2 2.0 2730 1120 160 4,5 945 NA 1120 NA NA 1895 NA 2440 NA NA
11-718 2.3 3620 1420 276 4,5 945 NA 1420 NA NA 1895 NA 2440 NA NA
T JUPro 250
7-1/2 2.0 2335 860 103 4,5 860 NA 860 NA NA 2030 NA 2225 NA NA
9-1/2 2.2 3210 1120 185 4,5 1015 NA 1120 NA NA 2030 NA 2575 NA NA
11-7/8 2.5 4260 1420 319 4,5 1015 1120 1420 1420 3-Sd 2030 2385 2575 2930 3-Sd
14 2,8 5210 1710 474 4.5 1015 1120 1560 1710 3-Sd 2030 2385 2575 2930 3-Sd
16 3,0 6075 1970 653 4.5 1015 1120 1560 1915 3-Sd 2030 2385 2575 2930 3-Sd
TJIIPro 350
9-112 2.7 3745 1120 231 4,5 1120 NA 1120 NA NA 2320 NA 2870 NA NA
10 2,8 4010 1185 261 4.5 1160 1185 1185 1185 3-Sd 2320 2680 2870 3065 3-Sd
11-7/8 3.0 5000 1420 395 4.5 1160 1420 1420 1420 3-Sd 2320 2680 2870 3225 3-Sd
14 3.2 6135 1710 584 4.5 1160 1505 1615 1710 3-8d 2320 2680 2870 3225 3-8d
16 3,5 7205 1970 801 4.5 1160 1505 1615 1970 3-8d 2320 2680 2870 3225 3-Sd
T JUPro 550
91/2 3.8 5745 1675 348 5,3 1400 NA 1675 NA NA 3355 NA 3970 NA NA
10 3.9 6150 1720 394 5.3 1400 1715 1720 1720 2-16d 3355 3670 3970 4285 2-16d
11-7/8 4,2 7675 1925 593 5,3 1400 1875 1885 1925 3-16d 3355 3830 3970 4445 3-16d
14 4.5 9420 2125 874 5,3 1400 1875 1885 2125 3-16d 3355 3830 3970 4445 3-16d
16 4.7 11065 2330 1192 5.3 1400 1875 1885 2330 3-16d 3355 3830 3970 4445 3-16d
TJUL60
16 3,7 8015 2330 847 5,3 1315 1505 1885 2330 6-8d 2625 3330 3245 3990 6-8d
18 4,0 8825 2535 1119 5.3 1315 1505 1885 2535 7-Sd 2625 3330 3245 4115 7-8d
20 4,3 9905 2740 1437 5,3 NA 1505 NA 2740 8-Sd NA 3330 NA 4235 8-8d
22 4,5 10985 2935 1801 5.3 NA 1505 NA 2935 9-Sd NA 3330 NA 4360 9-Sd
24 4.8 11635 3060 2214 5.3 NA 1505 NA 3010 1o-Bd NA 3330 NA 4485 1 0-8d
26 5.1 12680 2900 2678 5.3 NA 1505 NA 2900 11-8d '...;iNA.. '4f10' .. "NA' 5225 11-Bd
28 5.4 13725 2900 3196 5,3 NA 1505 NA 2900 12-8d WA 4735 HA 5350 12-Bd
30 5.6 14770 2900 3769 5.3 NA 1505 NA 2900 13-8d "'NA 4<<1' HA 5475 13-8d
TJUL65
9.5 3.0 4715 1675 268 5,3 1390 NA 1675 NA NA 2780 NA 3395 NA NA
10 3,1 5040 1720 303 5.3 1390 1680 1720 1720 3-Sd 2780 3150 3395 3765 3-8d
11.875 3.4 6260 1925 459 5.3 1390 1680 1885 1925 3-8d 2780 3150 3395 3765 3-8d
14 3.7 7655 2125 678 5.3 1390 1680 1885 2125 5-8d 2780 3400 3395 4015 5-8d
16 3.9 8935 2330 930 5,3 1390 1680 1885 2330 6-Sd 2780 3525 3395 4140 6-8d
18 4.2 9835 2535 1227 5,3 1390 1680 1885 2535 7-Sd 2780 3650 3395 4265 7-8d
20 4,5 11040 2740 1572 5,3 NA 1680 NA 2740 8-Sd NA 3720 NA 4385 8-8d
22 4.8 12245 2935 1967 5,3 NA 1680 NA 2935 9-8d NA 3720 NA 4510 9-8d
24 5,0 12975 3060 2414 5.3 NA 1680 NA 3060 10-8d NA 3720 NA 4635 1 0-8d
26 5.3 14140 2900 2915 5,3 NA 1680 NA 2900 11-Bd NA '4780 hNA ....... 5380 11-Bd
28 5,6 15305 2900 3473 5.3 NA 1680 NA 2900 12-8d NA 4185 HA 6565 12-Bd
30 5,8 16465 2900 4089 5.3 NA 1680 NA 2900 13-8d NA . .~ NA, 5625 13-8d
TJIIL90
16 4.7 12425 2330 1246 5,3 1400 2030 1885 2330 4-16d 3355 3985 3970 4605 4-16d
18 5.0 13680 2535 1635 5.3 1400 2030 1885 2515 4-16d 3355 3985 3970 4605 4-16d
20 5.3 15360 2740 2085 5,3 NA 2190 NA 2675 5-16d NA 4145 NA 4760 5-16d
22 5.6 17040 2935 2597 5.3 NA 2345 NA 2830 6-16d NA 5090 NA 5710 11-16d
24 5.8 18060 3060 3172 5.3 NA 2345 NA 2830 6-16d NA 5195 NA 6025 13-16d
26 6.1 19680 2900 3814 5.3 NA 2345 NA 2900 7-16d 'NA 5800 ,HA' 5800 14-16d
28 6.4 21300 2900 4525 5.3 NA 2345 NA 2900 8-16d NA ..... '1100.'. NA' .SOO. 15-16d
30 6.6 22925 2900 5306 5,3 NA 2345 NA 2900 8-16d NA .. 5'00 NA 5800 17-16d
TABLE 2 - PROPERTIES FOR T JI JOISTS
ReDort No. NER- 200
Paae 11 of 18
BASIC PROPERTIES REACTION PROPERTIES
JOIST JOIST RESISTIVE VERT. Elx K END REACTION (Ibs.) INTERMEDIA TE REACTION (Ibs.)
DEPTH WT. MOMENT SHEAR 10 & 1-314" 3-112" NAILS ;1,gi~W: NAILS
(in.) ( plf) (ft.-1bs.) (Ibs.) Ibs.-In. 2 REQ'D. ~'-:',:~ REQ'D.
Bearing Lgth. Bearing Lgth. Bearing Lgth. Bearing Lgth.
Web Stiffeners Web Stiffeners Web Stiffeners Web Stiffeners
NO I YES NO YES NO YES NO T YES
T JUPro 35P
10 2.7 4555 845 263 2,7 845 NA 845 NA NA 2180 NA 2185 NA NA
11-7/8 2,9 5660 1000 394 2,7 1000 1000 1000 1000 3-8d 2180 2540 2590 2590 3-Sd
14 3.1 6920 1160 576 2,7 1090 1160 1160 1160 5-8d 2180 2730 2695 2730 5-8d
16 3.3 8075 1315 781 2.7 1090 1315 1315 1315 6-8d 2180 2895 2695 3095 6-8d
18 3.5 8890 1470 1020 2.7 NA 1470 NA 1470 7-Sd NA 2940 NA 2940 7-8c1
20 3.7 9980 1625 1293 2,7 NA 1505 NA 1625 8-Sd NA 3135 NA 3250 8-8d
TJUPro 350P,TJUL60P
8 2.6 3360 1015 155 3.4 1015 NA 1015 NA NA 2450 NA 2625 NA NA
10 2.9 4515 1215 267 3.4 1215 1215 1215 1215 3-Sd 2450 2830 3025 3145 3-Sd
11-7/8 3,1 5610 1420 402 3.4 1225 1420 1420 1420 3-Sd 2450 2830 3025 3405 3-Sd
14 3.4 6855 1625 591 3.4 1225 1505 1625 1625 5-Sd 2450 3085 3025 3660 5-8d
16 3.6 7995 1830 806 3.4 1225 1505 1800 1830 6-80 2450 3210 3025 3785 6-Sd
18 3,9 8805 2030 1058 3,4 1225 1505 1800 2030 7-Sd 2450 3330 3025 3915 7-8d
20 4,2 9880 2235 1349 3.4 NA 1505 NA 2235 8-8d NA 3330 NA 4040 8-8c1
22 4.4 10960 2440 1680 3.4 NA 1505 NA 2440 9-8d NA 3330 NA 4165 9-8d
24 4.7 11610 2645 2052 3.4 NA 1505 NA 2645 10-8d NA 3330 NA 4295 10-Sd
26 4.9 12650 2n5 2468 3.4 NA 1505 NA 2n5 11-Sd NA' ., ;,u20"S' ".'- '4995 11-8d
..oNA
28 5.2 13690 2900 2928 3.4 NA 1505 NA 2900 12-Sd NA, ..4550 NA 5125 12-Sd
30 5.5 14735 2900 3434 3.4 NA 1505 NA 2900 13-Sd ...NA 4615 NA 5250 13-8d
TJUH60P
10 3,1 4985 1380 292 3,4 1380 1380 1380 1380 3-Sd 3070 3335 3570 3570 3-Sd
11-7/8 3.4 6240 1575 442 3.4 1500 1505 1575 1575 3-8d 3070 3335 3735 4075 3-8c1
14 3.6 7675 1nO 653 3,4 1500 1505 1no 1nO 5-8d 3070 3335 3735 4165 5-8d
16 3.9 9030 1970 893 3.4 1500 1505 1970 1970 6-8d 3070 3335 3735 4495 6-8d
18 4,2 10040 2165 1175 3.4 1500 1505 2020 2165 7-8d 3070 3335 3735 4622 7-8c1
20 4.4 11305 2360 1499 3.4 NA 1505 NA 2360 8-8c1 NA 3335 NA 4750 8-Sd
22 4,7 12550 2555 1868 3,4 NA 1505 NA 2555 9-Sd NA 3335 NA 4840 9-8c1
24 4,9 13310 2750 2283 3.4 NA 1505 NA 2750 10-Sd NA 3335 NA 4840 10-Sd
26 5.2 14510 2950 2745 3.4 NA 1505 NA 2950 11-Sd JlA;.o -11<<I;( ..NA..... 5795 11-8d
28 5.5 15710 3030 3255 3.4 NA 1505 NA 3010 12-8d NA;. .;..,fU(} NA, 5920 12-Sd
30 5,7 16915 3115 3816 3.4 NA 1505 NA 3010 13-Sd NA ,fU(} NA 6045 13-8d
TJI~ro550P,TJUL90P
8 3.6 5190 1180 237 3,4 NA 1180 NA 1180 NA 3055 NA 3055 NA NA
10 3.9 6990 1380 405 3.4 1380 1380 1380 1380 2-16d 3125 3450 3570 3570 2-16d
11-7/8 4.1 8690 1575 607 3,4 1500 1575 1575 1575 2-16d 3125 3450 3700 4025 2-16d
14 4,4 10630 1nO 887 3.4 1500 1nO 1nO 1nO 3-16d 3125 3610 3700 4165 3-16d
16 4.7 12405 1970 1204 3.4 1500 1970 1970 1970 4-16d 3125 3nO 3700 4345 4-16d
18 4.9 13660 2165 1574 3.4 1500 2140 2020 2165 4-16d 3125 3nO 3700 4345 4-16d
20 5.2 15340 2360 1997 3.4 NA 2305 NA 2360 5-16d NA 3930 NA 4505 5-16d
22 5.4 17015 2555 2475 3,4 NA 2345 NA 2555 6-16d NA 4895 NA 5470 11-16d
24 5,7 18030 2750 3011 3.4 NA 2345 NA 2750 6-16d NA 5195 NA 5795 13-16d
26 6.0 19650 2950 3604 3.4 NA 2345 NA 2950 7-16d 'NA .5900 NA 5900 14-16d
28 6.2 21270 3030 4257 3.4 NA 2345 NA 3030 8-16d .NA 6060 NA 6060 15-16d
30 6.5 22890 3115 4971 3.4 NA 2345 NA 3115 8-16d NA ....... 6230 NA 6230 17-16d
TABLE 2 - CONTINUED Page 3
RIPOt't No. NER. 200
Page 13 of 18
FIGURE 1
WEB STIFFeNeR NOTES AND DETAILS
1. Web stiffeners shall be installed at bearing points as required in Table 2.
2. Web stiffeners shall be installed at points of concentrated loads greater than 1500 pounds and are to be
nailed in accordance with the intennediate reaction schedule in Table 2.
3. Web stiffeners are to be installed on each side of the web as shown, with nails equally spaced vertically.
4. A gap shall be left at the top of web stiffeners as shown at all bearing conditions. In the case of
concentrated loads, web stiffeners are required as shown and the gap shall be at the bottom.
5. Web stiffener material shafl be sheathing meeting the requirements of PS 1 or PS 2 with the face grain
parallel to the long axis.
6. Some hangers require web stiffeners to comply with nailing requirements through side plates.
7. If web stiffeners are not used in hanger support, the side of the hanger shall extend up to laterally
support the top flange.
Web stiffener s are as follows:
T JI Joist Series Minimum Dimensions Grade
'W" CInches) iT" CIncheS'
T JllPro 150 2 5116 1/2 See Note 5
T JllPro 250, T JllPro 120TS, T JllPro 25P, 2 5116 5/8 See Note 5
T J11L45P
TJllPro 150TS 2 5116 314 See Note 5
T JlIPro 350, T JIIL60, T JIIL65, T JIIH60, T JllPro 2 5116 7/8 See Note 5
35P, TJllPro 350P, TJIIL6OP, TJI/H60P
T JllPro 550, T JIIL90, T JIIH90, 31/2 11/2 Construction Grade 2x4
T JllPro 55OP, T JIIL9OP, T JIIH90P, T JIIH90X
NEe STIffENER ATTACIlMENT
...
T
lie. min,
2-1/4. maw,
Concentrated loacl
dJ
2' Mox
Nails spaced
eq,olly
2. Max
Snug Fit
Min. Beori"9 Dista1Ce
MINIMUM BEARING DISTANCE
End Suppcrt
Ha1ger Support
Continuous T JI Joist Suppcrt
o
-II-
M;n, Be<ring D,stance
Min. BearIng Distance
-t I-
Min Beoring DistDnce
For 81: 1 inch . 25," nvn. 11bf.. ..,.c.48 N
Report No. NER- 200
Plge 15 of 18
'FIGURE 3
ALLOv-.JABLE ~OLE SIZE CHART FOR
JOISTS v-.JITH PERFORMANCE PLUS@ OSB v-.JEBS
FLANGE
PERFORMANCE
PLUS- 058 ....EB
o
o
FLANGE
Table A
Hole Factor. Diameter of Hole 1
Hole Factor
tI) 2 3 4 5 6
W
:I: 10 2 1/4" 3" 3 314" 4 112" 5 1/4"
0 12 3" 4" 5" 5 314" 6 314"
Z 14 3 112" 4 314" 6" 7 1/4" 8 112"
~ 16 4 1/4" 5 3/4" 7" 8 112" 10"
:I: 18 5" 6 112" 8 1/4" 9 314" 11 112"
t-
a.. 20 5 112" 7 112" 9 1/4" 11 1/4" \ 13"
W 22 6 1/4" 8 1/4" 10 112" 12 112" 14 314"
"l
( . 24 7" 9 1/4" 11 112" 13314" 16 1/4"
~ 26 7 112" 10 1/4" 12314" 151/4" 17314"
5 28 8 1/4" 11" 13314" 16 112" 191/4"
-, 30 g" 12" 15" 17314" 20 314"
For 81: 1 inch = 25.4 mm
1 If a particular hole diameter is not given in the table, the next
largest size diameter indicated should be used.
Instructions:
1. For a specific joist depth and hole diameter determine the hole
factor from Table A.
2. Using the hole factor and the span of the joist the minimum
distance from centerline of support to centerline of the
hole can be obtained from Table B.
3. The instructions noted at the bottom of Figure 2 are also
applicable to Performance- Plus OSB webs
o
D
Table B
Minimum Distance from Center Line of Support to
Center Line of Hole
Hole Factor
2 3 4 5 6
14 1'.3" 2'-0" 2'.9" 3'-6" 4'-0"
15 1'-6" 2'.3" 3' -()" 3'.9" 4'-6"
16 1'-6" 2'.3" 3'-0" 4'-0" 4'.9"
17 1'-6" 2'-6" 3'.3" 4'.3" 5'-0"
18 1'.9" 2'-6" 3'-6" 4'-6" 5'.3"
19 1'.9" 2'.9" 3'.9" 4'.9" 5'-6"
I- 20 2'-0" 3'-0" 4'-0" 5'.0" 6'-0"
W 21 2'-0" 3'-0" 4'-0" 5'.3" 6'.3"
W 22 2'.0" 3'.3" 4'.3" 5'-6" 6'-6"
U. 23 2'.3" 3'.3" 4'-6" 5'.9" 6'-9"
Z 24 2'.3" 3'-6" 4'.9" 6'-0" 7'-0"
- 25 2'-6" 3'.9" 5'-0" 6'-3" 7'-6"
Z 26 2'-6" 3'.9" 5'-0" 6'-6" 7' .g"
~ 27 2'-6" 4'-0" 5'.3" 6'.9" 8'.0"
28 2'.9" 4'-0" 5'-6" 7'-0" 8'.3"
en 29 2'.9" 4'.3" 5".9" 7'.3" 8'-6"
30 3'-0" 4'-6" 6'.0" 7'-6" g'-O"
31 3'.0" 4'-6" 6'-0" 7'-9" 9'.3"
32 3'.0" 4'.9" 6'.3" 8'-0" g'-6"
33 3'.3" 4'.9" 6'-6" 8'-3" g'.g"
34 3'.3" 5'.0" 6'.9" 8'-6" 10'.0"
35 3'-6" 5'.3" 7'-0" 8'.9" 10'-6"
36 3'-6" 5'-3" 7'.0" g'-o" 10'.9"
For 81: 1 Inch = 25.4 mm 1 foot = 304.8 mm
, leBO L valuation Service, Inc. American=:~riJ;dshlstitute
5360 WORKMAN MILL ROAD · WHITTIER, CALIFORNIA 90601-2299
A subsidiary corporation of/he International Conference of Building Officials
EVALUATION REPORT
Copyright @) 2001 ICBO Evaluation Service, Jnc,
PFC-4354
Reissued Apri/1, 2001
Filing Category: DESIGN-Wood (038)
T JI PREFABRICATED WOOD I.JOISTS AND OPEN-WEB
TRUSSES
TRUS JOIST, A WEYERHAEUSER BUSINESS
200 EAST MALLARD
BOISE, IDAHO 83706
1.0 SUBJECT
T Jrlill Prefabricated Wood I-joists and Open-Web Trusses,
2.0 DESCRIPTION
Open-Web Trusses described in this report are an alternative
method of construction to that specified in Section 2303, Item
5.1, of the 1997 Uniform Building Code"" (UBC); Section
2303.1.2 in the 2000 International Building Code- (IBC), for
allowable stress design; Section' 2313,S in the BOCA- Na-
tional Building Codel1999 (NBC); and Section 2301.4,11 in
the 1999 Standard Building Codec (SBC),
Prefabricated wood I-joists described in this report comply
with Section 2303, Item S.l, of the UBC; Section 2303.1,2 of
the IBC, for allowable stress design; Section RS02.1.4 of the
IRC; Section 2313,S of the NBC; and Section 2301.4.11 ofthe
SBC.
2.1 T JI Joists:
2.1.1 General: T JI joists are prefabricated wood I-joists hav-
ing wood-based flanges and either plywood or oriented
strand board (OSB) webs. Either the top and bottom flanges
are parallel, forming a constant-depth joist; or the top flange
has a single taper, forming a variable-depth joist. The web
panels have the face grain oriented vertically, and the web-to-
web connection is either butt-jointed or serrated and glued to
form a continuous web. The web-to-f1ange connection is a
proprietary tongue-and-groove glued joint. Refer to Table 1
for T JI joist series and material description.
2.1.2 Material Specifications;,
2.1.2.1 Flanges: Flange material is either Microllame lami-
nated veneer lumber (LVL) or TimberStrandlill laminated
strand lumber (LSL). Both materials are recognized in ICBO
ES evaluation report ER-4979 with the exception of the 1,SE
grade Micro/lam LVL flange material, which meets the re-
quirements noted in the approved quality control manual that
contains Trus Joist manufacturing standards, Table 1 speci-
fies flange width, depth, and grade requiremelJts. -
2.1.2.2 Webs: Web material is either plywood conforming to
DOC Voluntary Product Standard PSl-9S, along with further
requirements set forth in the approved quality control manual
that contains Trus Joist manufacturing standards; or Perfor-
mance Plus. OSB conforming to DOC Voluntary Product
Standard PS2-92, Exposure 1, along with further require-
ments set forth in the approved quality control manual that
contains Trus Joist manufacturing standards.
2.1.2.3 Adhesives: Adhesives shall be of the types speci-
fied in the approved quality control manual that contains Trus
Joist manufacturing standards.
2.1.3 Design and Installation: The design and installation
ofTJI joists described in this report must comply with Sections
2.1.3.1 through 2.1,3.12. Design of T JI joists is governed by
the applicable code and ANSI/AF&PA NDS-91, National De-
sign Specification for Wood Construction (NOS), revised
1991 edition; and by the supplement to the 1991 edition of the
NDS,
2.1.3.1 Allowable Capacity: Table 2 specifies allowable
moments, reactions, shears, and joist stiffnesses (E/). Maxi-
mum allowable reactiOns are based on minimum and maxi-
mum bearing lengths of 13/4 ~nd 31/2 inches (44,5 and 89
mm), for simple spans; and 31/2,5% and 7 inches (89, 133
and 178 mm) at intermediate support points for continuous
spans. When joists are used as multiple span members, the
design shear is the calculated shear at the intermediate sup-
port, reduced by the following formula and limited to the
depths shown in Table 11:
R = W -;- K s 18%
V12 -;- 100.
The percent reduction.
The allowable shear for a 12-inch- or 117/a-inch-
deep (30S mm or 302 mm) joist (pounds).
W The uniform load (pit),
The allowable design shear at the interior supports of multi-
ple-span-member T JI joists up to 12 inches (305 mm) deep,
used in residential floor (fonstruction, is permitted to be in-
creased an additional 1 0 percent. This increase in allowable
design shear does not apply to the design shear at the ends
of the joists,
2.1.3.2 Fasteners: Allowable capacities and the spacing of
fasteners in the Microllam LVL and TimberStrand LSL flanges
must comply with ER-4979 and the code, Allowable with-
drawalloads and lateral loads for nails installed perpendicular
or parallel to the Microllam LVL or TimberStrand LSL flange
glue lines, are assigned the same values as those provided
in the code for nails installed in sawn lumber having a specific
gravity of O,SO, such as Douglas fir-larch, Allowable fastener
spacings for Microllam LVL and limberStrand LSL flanges
must comply with the minimum spacing requirements pre-
scribed by the code for nails installed in sawn lumber having
a specific gravity of 0,50, such as Douglas fir-larch.
The allowable capacities for metal straps or tension-ties,
recognized in a current ICBO ES evaluation report, when con-
nected to T JI joist flanges, in conformance with Figure 9 of
this report, may be calculated using an allowable stress de-
where:
K
R
V12
Evaluation reports ofICBO EvalUQ/ion Service, Inc., are issued solely to provide informoJion to ClassA members ofICBO, utilizing the code upon which the report
is based, Evaluation reports are not to be construed as representing aesthetics orany other attributes not specifically addressed norasan endorsement or recommeli-
dation for use of the subject report.
This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the
test results and/or otherdota, but does not possess test facilities to make an independent verification, There is no warranty by ICBO Evaluation Service, Inc., express
or implied, as to any "Finding" or other matter in the report oras to any product covered by the report, This disclaimer includes, but is not limited to, merchantability,
Page 1 of 27
. -~- - -- --
,..r~-4~::.4
Each web member has a color stri~ 1t least 112 inch (12.7
mm) in width, painted along the full length of the tube; or is
otherwise continuously color -coded to permit identification of
the tube wall thickness (see table below).
WALL THICKNESS COLOR CODE
No, 13 gage (0.095 inch) Yellow
No. 14 gage (0,083 inch) Green
No. 16 gage (0.065 inch) Red
No. 18 gage (0,049 inch) Black
No. 19 gage (0.042 inch) Blue
No, 20 gage (0,035 inch) Yellow
For 81: 1 inch = 25.4 mm.
2.2.2.3 Pin Connectors: The steel pin connectors are ofthe
dimensions and materials as specified in the approved Trus
Joist Open-Web truss quality control manuals and manufac-
turing standards.
2.2.2.4 Bearing Clips: Bearing clips, have different configu-
rations for each Open-Web truss series, and are fabricated
from ASTM A 446 steel.
2.2.2.5 Tension Connector: The tension connector is a
variable-density LVL component used at splice locations of
Open-Web truss tension chords, It has both nondensified and
densified sections. The nondensified section is finger-jointed
to sawn lumber tension chord members, and the densified
section is spliced with steel plates on both sides of the con-
nector with the number of bolts required by design. See Fig-
ure 5 for details.
2.2.3 DesIgn and Installation: Open-Web trusses are de-
signed in accordance with accepted truss design principles
and this report.
2.2.3.1 Chord Members: Table 3 provides chord section
properties, and Table 4 provides allowable chord stresses,
The top chords of the Open-Web trusses are designed as
continuous members subject to combined axial and bending
stresses, The bottom chords are designed as axially loaded
tension members, provided ceilings that are directly applied
to the chords, or stripping spaced not more than 24 inches
(610 mm) on center, do not weigh more than 5 psf (0.24 kNI
m2). For other conditions, the bottom chords are designed as
continuous members subject to combined axial and bending
stresses. .~
2.2.3.2 Web Members: Table 5 provides allowable tension
and compression loads, including bearing, for web me~bers,
2.2.3.3 Pin Connectors: Table Q provides allowabl~ loads
for pin connectors bearing 'on chord members. The allowable
load for the resultant of parallel and perpendicular pin loading
on the chord member is determined using the Hankinson for-
mula in accordance with the code,
2.2.3.4 Bearing Assemblies: Table,s 7 and 8 provide allow-
able reactions at supports with bearing clips, See Figure 6.
2.2.3.5 Duration of Load: The allowable chord flexural
stresses may be increased in accordance with Item 6 of Sec-
tion 2316.2 of the UBC or Part 2,3,2 of the NOS,
2.2.3.6 Repetitive-member Use: When Open-Web truss
installation complies with repetitive-member use in accor-
dance with Part 4.3.4 of the NOS, the allowable parallel-to-
grain tension and compression chord stresses noted in
Tables 3 and 4 are permitted to be increased by 7 percent for
sawn lumber and by 4 percent for Microllam LVL or Timber
Strand LSL chords,
2.2.3.7 Deflection: For uniformly loaded simple-span ap-
plications, deflection is calculated as follows:
6. = 22.5~
EI
where:
EI = Truss stiffness in the table below (lb,-in,2).
OPEN-wEB TRUSS CHORD DEPTH (in.) EI (lb.-ln,2)
SERIES
TIL 1.5 '5,00 x l06d2
TJLX 1.5 5.26 x l06d2
TJW 1,5 6.78 x l06d2
TJS 2.3 6,94 x l()6d2
TJM 3.5 10,06 x l()6d2
TlH 5,5 15,93 x l()6d2
For 81: Ilb,-in, 2 = 2870 N-mm2.
d = Average depth of the truss minus the chord depth in
the table above (pin-to-pin depth ofthe truss) (inch-
es).
W = Uniform load (pit).
L = Clear span (feet).
2.2.3.8 Tension Connector: The variable-density LVL ten-
sion connector design parameters are as follows:
Bolt bearing in wood: 6,800 psi (46.88 MPa).
Tension in densified net area: 2,700 psi (18.62 MPa).
Tension in nondensified area: 1,970 psi (13.58 MPa),
Thebolt end distance e shall not be less than 4d or e, which-
ever is greater, where:
d = Diameter of bolt (inches).
e P + (1,200 t).
P Load per bolt (pounds).
t Thickness of connector, measured along the bolt
(inches),
Steel side plates and bolts shall be designed in accordance
with the code,
2.2.3.9 Lateral Support: Each Open-Web truss compres-
sion chord member, including each member of double mem-
ber chords, requires lateral support at least every 24 inches
(610 mm). Each connection must be capable of transmitting
a 75-pound (334 N) horizontal load. Table 9 provides lateral
restraint requirements for T JS truss compression chord
members.
2.2.3.10 Metal Strap or Tension-Tie Capacity: The allow-
able capacities for metal straps or tension-ties, recognized in
a current ICBO ES evaluation report, when connected to
structural composite lumber chord members or minimum
nominal 2-by-4 structural composite lumber nailer plates of
Open-Web trusses, in conformance with Figure 9 of this re-
port, may be calculated using an allowable stress design ca-
pacity of 112 pounds (498 N) per nail. The connections with
the structural composite lumber cords or nailer plates may be
used for out-of-plane wall anchorage to flexible diaphragms
in lieu of the minimum 21h-inch (63.5 mm) wood element
thickness specified in Item 5 of Section 1633.2,8.1 of the
UBC.
2.3 One-hour Fire-resistive Roof-ceiling or Floor-ceiling
Assemblies:
Refer to Figure 7 for details. For assemblies A, B, C, 0, E and
F, used as floor-ceiling assemblies over crawl spaces, it is
permitted to omit the ceiling membrane over the unusable
crawl space. Additionally, flooring is permitted to be omitted
where unusable attic space occurs above, provided the later-
al support requirements of Section 2.1,3.4 or2,2.3.9 of this re-
port are met.
2.3.1 Assembly A:
1, A double wood floor consisting of a subfloor of nominal
1-inch-thick (25.4 mm) tongue-and-groove sheathing, or
r-age :) 01 '"
PFC-4354
"I. "l
24 inches (610 mm) on center" .ning perpendicular to
the trusses or joists must be installed at24 inches (610
mm) on center to support the ceiling,
3. The ceiling membrane must consist of a-single layer of
1 /2-inch-thick ,(12.7 mm), Type X gypsum board comply-
ing with ASTM C 36, attached to joists or trusses, or to
stripping spaced 24 inches (610 mm) on center. The gyp-
sum board must be fastened using 15/a-inch-long (41.3
mm), Type S drywall screws located 6 inches (15?mm)
on center at end joints and 8 inches (203 mm) on center
in the field.
4. An approved, exposed, fire-rated, suspended-ceiling
system must be installed beneath the gypsum board ceil-
ing membrane. The minimum distance between the sus-
pended ceiling and the gypsum board ceiling membrane
must be 12 inches (305 mm). The grid system must be
suspended with No. 12 SWG galvanized steel wire fas-
tened to the stripping orjoists or trusses using 3-inch-long
(76 mm) flathead hanger screws. Ught fixture protection
must consist of 6-inch-wide (152 mm) pieces of ceiling
grid panels that are 48 inches (1219 mm) long for the
sides, and 24 inches (610 mm) long for the ends, with a
full grid panel placed on top,
A galvanized steel duct is permitted for each 200
square feet (18.6 m2) of ceiling, provided the duct has a
maximum 12-inch-diameter (305 mm) steel diffuser
opening without a damper, and a maximum 6-inch-
by-12-inch (152 mm by 305 mm) return air opening, Ceil-
ing panels must be 5fa-inch-thick (15.9 mm), USG FIRE-
CODE AU RATON E. Noncombustible batt insulation that
is rated R-30 or less is permitted to be installed above the
gypsum board, in the cavity between the joists or trusses,
2.3.4 Assembly 0:
1. The flooring must consist of a single layer of 48/24 span-
rated, tongue-and-groove sheathing.(Exposure 1). When
use is as a roof-ceiling assembly, a single layer of square-
edge, span-rated sheathing (Exposure 1), complying with
the code, is permitted to be used for roof sheathing, All
butt joints of the floor or roof sheathing must be located
over framing members.
2. The T JI joists or Open-Web trusses must be installed in
accordance with this report, with a maximum spacing of
24 inches (610 mm) on center.
3, The ceiling membrane must consist of a single layer of
112-inch-thick (12.7 mm) US~ FIRECODEe Type C gyp-
sum board or Westro~ Fireboard C gypsum board,
screw-attached to steel furring channels placed perpen-
dicular to the joists or trusses, The furring channels are
spaced 24 inches (610 mm) on center and are attached
and suspended from the joists or trusses using No. 24
gage proprietary attachment clips designated .Simpson
Strong-Tie CSC Support Clips. n A CSC support clip must
be located at each joist or truss, to support the furring
channel. At channel splices, adjacent pi9ges are over-
lapped a minimum of 6 inches (152 mm), and are tied with
double-strand No. 18 SWG galvahized steel wire at each
end of the overlap.
4, A layer of 1-inch-thick (25.4 mm), minimum 6 pcf (96
kg/m3) , Thermafiber mineral-wool blankets, or Fibrex~
FBX 1280 Industrial Board or Fiberex-IF 1280 Flex Batt,
must be placed between the bottom flanges of the joists
or the bottom chords of the trusses and the top of the fur-
ring channels, Alternatively, a layer of 2-inch-thick (51
mm), Thermafiber mineral-wool blanket, having a density
of 8 pet (128 kg/m3), is permitted to be used.
2.3.5 Assembly E:
1. The flooring must consist of a double wood floor as de-
scribed in Section 2,3.1, Assembly A, of this evaluation
report, or of a single layer of 48/24 span-rated, tongue-
and-groo sheathing (Exposure 1), When joists or
trusses are used in a roof-ceiling assembly, a single layer
of squ~re-e~ge, span-r~ted sheathing (Exposure 1),
complYing WIth the code, IS permitted to be used for roof
sheathing. All butt joints of the sheathing must be located
over framing members,
2, T JI joists or Open-Web trusses must be installed in accor-
~ance with this report, with a maximum spacing of 24
Inches (610 mm) on center for f1oor-ceiling assemblies
and a maximum spacing of 48 inches (1219 mm) on cen:
terfor roof-ceiling assemblies, When the flooring consists
of a double wood floor as described in Section 2,3.1, As-
sembly A, of this report, the joists or trusses may be
spaced a maximum of 48 inches (1219 mm) on center,
When T JI joists or Open-Web trusses are spaced more
than 24 inches (610 mm) on center, the ceiling, including
the resilient channels, must be applied to stripping
spaced 24 inches (610 mm) on center. The attachment of
the ceiling membrane to stripping members must be simi-
lar to the attachment of the ceiling membrane to the T JI
joists or Open-Web trusses. The stripping must be nomi-
nal 2-by-4 construction-grade Douglas fir lumber for
spans of up to 5 feet (1524 mm), and must be attached to
the T JI joist bottom flange or Open Web truss bottom
chord using 10d nails, Stripping materials of equivalent
strength and attachment are permitted when specifically
approved by the building official.
3, Any approved ceiling membrane that provides a minimum
4O-minutefinish rating must be used. An example of an
approved ceiling having a 4O-minute finish rating is one
that consists of two layers of 1/2-inch-thick (12.7 mm),
Type X gypsum board complying with ASTM C 36, a mini-
mum of 4 feet (1219 mm) wide, installed perpendicular to
the T JI joists or Open-Web trusses, as described in As-
sembly B (Section 2.3,2 of this report). Substantiating
data, including a report ofthe fire-endurance testing con-
ducted in accordance with UBC Standard 7-1 or ASTM E
119, must be furnished to the local building official, and
must verify that a particular ceiling system meets the
40-minute finish rating requirements.
When the finish rating is to be determined, temperature
performance of protective membranes must be in accor-
dance with Section 7.144 of UBC Standard 7-1, The finish
rating is defined in Section 7.145 of USC Standard 7-1.
2.3.6 Assembly F:
1. The flooring must consist of a single layer of 48/24 span-
rated, tongue-and-groove sheathing (Exposure 1), The
flooring must be attached to the T JI joist top flange using
AFG-Ol construction adhesive, and nailed using 8d com-
mon nails spaced a maximum of 6 inches (152 mm)on
center along the boundary and edges and 12 inches (305
mm) on center in the field.
When used as a roof-ceiling assembly, a single layer of
square-edge, span-rated sheathing (Exposure 1), com-
plying with the code, is permitted to be used for roof
sheathing,
All butt joints of the floor or roof sheathing must be lo-
cated over framing members,
2. T JI joists must have nominaI2-by-4 or larger flanges, and
must be installed in accordance with this report. When
used in a floor -ceiling assembly, the joist spacing must not
exceed 24 inches (610 mm) on center, When used in a
roof-ceiling assembly, the T JI joist spacing is permitted to
exceed 24 inches (610 mm) on center,
3, The ceiling membrane must consist of one layer of
%-inch-thick (15,9 mm), USG FIRECODE Type C gyp-
sum board orWestroc Fireboard C gypsum board screw-
attached to RC-l resilient channels spaced 16 inches
(406 mm) on center, placed perpendicular to the T JI
joists. The resilient channels are attached with 15/8-inch-
rCl!:fc , UI "
.......(;-4354
1 , .
an IIC rating of 54, when the fh. covering includes a
40-ounce-per-square-yard (1.36 kg/m2) pad and a 56-ounce-
per-sQuare-yard (1.90 kg/m2) carpet.
2.7 Identification:
T JI prefabricated wood I-joists and Open-Web trusses are
identified by a stamp indicating the product designation, eval-
uation report number (ICBO ES PFC-4354), manufacturer's
name (Trus Joist), plant number, production date, and name
or logo of the quality control agency (PFS Corporation),
3.0' EVIDENCE SUBMITTED
Data in accordance with the ICBO ES Acceptance Criteria for
Prefabricated Wood I-joists (AC14), dated July 1996; reports
of fire tests in accordance with UBC Standard 7-1 and ASTM
E119; reports of sound transmission tests in accordance with
ASTM E 90, E 413, and E 492; and quality control manuals
with T JI joist and Open-Web truss manufacturing standards.
4.0 FINDINGS
That the T Jle Prefabricated Wood Hoists and Open-Web
Trusses described In this report comply with the 1997
Uniform Building Code 1M , the 1999 BOCA National Build-
Ing Code, the 1999 Standard Building Code, the 2000 In-
ternational Building Code8 (IBC) and the 2000 Interna-
t;onal Resld, ,al Code 1M (IRC), subject to the following
conditions:
4.1 T JI joists and Open-Web trusses are designed in
accordance with this report.
4.2 Drawings and design details verifying compliance
with this report are submitted to the building offi-
cial for approval. -
4.3 Allowable design properties or unit stresses, or
both, for T JI joists and Open-Web Trusses, and
their fasteners, are permitted to be Increased for
duration of load In accordance with the code.
4.4 Where one-hour or two-hour fire-resistive
construction is required, construction must com-
ply with this evaluation report.
4.5 No cutting of T JI joist flanges or Open-Web truss
chords is permitted.
4.6 T JI joists and Open-Web trusses are produced at
the Trus Joist plants indicated In Table 10, with
quality control Inspections by PFS Corporation
(AA-652).
This report is subject to re-examination in two years.
TABLE 1 - T JI@ JOIST DESCRIPTION
T JI Joist Series Flange Flange Size Web Thickness Range of Joist Depths
Grade Depth x Width (inches) (inches)
Onches)
1. Perfonnance Plus OSB Web TJI4i> Joists
TJ 18>/1 00 .' (1) 1.5 1.375 x 1.75 318 9 1/2 - 11 7/8
TJ llPlPro™ 100TS (2) 1,5 1.375 x'1.75 318 9 1/2 - 11 7/8
T Jll8>lPro™ 120TS (2) 1.55 1.5 x 1.75 318 9 1/2 - 14
T Jl'IPlPro™ 130TS (2) 1.5 1.375 x 2.3 318 91/2-16
T J1llPlProTM 150 (1) 2.1 1.5 x 1.5 318 9 1/2 - 11 7/8
TJ llPlPro™ 250 (1) 2.1 1.5 x 1.75 318 7 1/2 - 16
TJ llPIPro™35O (1) 2.0 1.5 x 2.3 318 9 1/2 - 20
TJ 18>/PrOTM 550 (1) 2.0 1.5 x 3,5 7/16 9 1/2 - 20
T JfB'IL60 1 2.1 1,5 x 2,3 7/16 16 - 30
T JJClPIL65 1 2.1 1.5 x 2.55 7/16 9 1/2 - 30
TJ iClDlH60 ( 1 2,1 1.75 x 2.3 7/16 10 - 30
TJ 1'IP1L90 1 2.1 1.5 x 3.5 7/16 16 - 30
TJ iClPlH90 1 2.1 1.75 x 3.5 7/16 10 - 30
TJ iClDlH90X 1 2.1 1.75 x3.5 1/2 10 - 34
2. Plllwood Web T JfCB' Joists
T JIQl)lPro™ 25P (1) 2.1 1.5 x 1.75 318 9 1/2 - 14
T JIllPIPro™ 350P (1) 2.1 1.5 x 2.3 15/32 11718-16
T JIQl)1L45T (1) 2.1 1.5 x 1.75 318 71/2 -16 (8-24 Taper)
T JI<iPIL60T (1) 2,1 1.5 x 2,3 15/32 10 - 30 l8-3O Taper)
T JIllP1L90T (1) 2.1 1.5x 3.5 15/32 8 - 30 l8-30T aper)
For SI: 1 inch = 25.4 mm
(1) = MicrollarnGD LVL
(2) = TimberStran<JGD LSL
r-i:Iyt= :tI UI tC.,
PFC-4354
... . ....
TABLE 2 - CONTINUED Page
BASIC PROPERTIES REACTION PROPERTIES
Joist Joist Resistive vert. EI K END REACTION (Ibs.) INTERMEDIATE REACTION (Ibs.)
Depth Weight Moment Shear x 10- 1-314" 3-112" Nails 3-112" 5-114" Nails
(in,) (pit) (ft.-Ibs.) (1bs, ) Ibs. -in. 2 Req'd. ~11"" (1) 7'"(1) Req'd
Bearina lenath Bearing Length Bearing length Bearina Lenath
Web.Stiffeners Web Stiffeners Web Stiffeners Web Stiffeners
NO I YES NO I YES NO I YES NO I YES
" T JJJH60
10 3,2 5000 1720 300 5,3 1.coG 1505' 1720 1720 3-8d 3335 3335 4090 4450 3-Bd
11-718 3.4 6260 1925 456 5,3 1.coG 1505 1885 1925 3-8d 3335 3335 4090 , 4460 3-Bd
14 3,7 7695 2125 679 5,3 1400 1505 1885 2125 5-8d 3335 3335 4090 4710 5-8d
16 4,0 9055 2330 934 5.3 1400 1505 1885 2330 6-8cI 3335 3335 4090 4830 6-8cI
18 42 10070 2535 1236 5,3 1400 1505 1885 2535 7-8d 3335 3335 4090 4840 7-8d
20 4.5 11340 2740 1587 5.3 NA 1505 NA 2740 8-8d NA 3335 NA 4840 8-8d
22 4,8 12590 2935 1989 5,3 NA 1505 NA 2935 9-8d NA 3335 NA 4840 9-Sd
24 5,1 13350 3060 2444 5.3 NA 1505 NA 3060 1O-8d NA 3335 NA 4840 1O-8d
26 5,3 14555 2900 2955 5,3 NA 1505 NA 2900 11-8d NA (1) 4HD NA (7J 5800 11-8d
28 5,6 15760 2900 3523 5,3 NA 1505 NA 2900 12-8d NA(7J 4HD NA (7J 5800 12-8d
30 5,9 16965 2900 4151 5.3 NA 1505 NA 2900 13-8d NAm 4HD NAnJ 5800 13-8d
T JIIL90
16 4.7 12425 2330 1246 5.3 1.coG 2030 1885 2330 4-16d 3355 3985 3970 4605 4-16d
18 5.0 13680 2535 1635 5.3 1.coG 2030 1885 2515 4-16d 3355 3985 3970 4605 4-16d
20 5.3 15360 2740 2085 5,3 NA 2190 NA 2675 5-16d NA 4145 NA 4760 5-16d
22 5.6 17040 2935 2597 5,3 NA 2345 NA 2830 6-16d NA 5090 NA 5710 11-16d
24 5.8 18060 3060 31n 5,3 NA 2345 NA 2830 6-16d NA 5195 NA 6025 13-16d
.26 6.1 19680 2900 3614 5.3 NA 2345 NA 2900 7-16d NA (7J 5100 NA(7J 5100 14-16d
28 6,4 21300 2900 4525 5.3' NA 2345 NA 2900 8-16d NA (7) 5800 NA(7) 5800 15-16d
30 6,6 22925 2900 5306 5,3 NA 2345 NA 2900 8-16d NAm 5100 NAm 5800 17-16d
TJIIH90
10 4.3 7760 1nO 453 5.3 1.coG 1715 H2O 1720 2~16d 3495 3810 4100 4420 2-16d
11-718 4,6 9730 1925 687 5.3 1.coG 1715 1885 1925 2-16d 3495 3810 4100 4420 2-16d
14 4.9 11975 2125 1015 5,3 1.coG 1875 1885 2125 3-16d 3495 3970 4100 4575 3-16d
16 5.2 14100 2330 1369 5.3 1.coG 2030 1885 2330 4-16d 3495 4130 4100 4735 4-16d
18 5.4 15685 2535 1827 5,3 1400 2030 1885 2535 4-16d 3495 4130 4100 4735 ' 4-16d
20 5.7 17670 2740 2331 5,3 NA 2190 NA 2740 5-16d NA 4285 NA 4890 5-16d
22 6.0 19625 2935 2904 5,3 NA 2345 NA 2935 6-16d NA 5195 NA 5840 1'-16d
24 6,3 20810 3060 3549 5.3 NA 2345 NA 3060 6-16d NA 5195 NA 6155 13-16d
26 6,5 22695 2900 4266 5,3 NA 2345 NA 2900 7-16d NA (1) 5100 NA(7) 5BOO 14-16d
28 6,8 24580 2900 5059 5,3 NA 2345 NA 2900 8-16d NA (1) 5100 NA(7) 5BOO 15-16d
30 7,1 26465 2900 5930 5,3 NA 2345 NA 2900 8-16d NAm 5800 NAm 5800 17-16d
TJIIH90X
10 4,5 n50 2345 455 6,0 1600 1920 2150 2345 2-16d 3995 -4320 4690 5010 2-16d
11-718 4.8 9710 2555 690 6.0 1600 1920 2150 2475 2-16d 3995 4320 4690 5010 2-16d
14 5.1 11955 2795 1022 6.0 1600 2080 2150 2635 3-16d 3995 4480 4690 5170 3-16d
16 5,4 14075 3020 1400 6.0 1600 2240 2150 2795 4-16d 3995 4640 4690 5330 4-16d
18 5.7 15655 3245 1845 6.0 1600 2240 2150 2795 4-16d 3995 4640 4690 5330 4-16d
20 6.0 17640 3470 2359 6,0 NA 2345 NA 2955 5-16d NA 4800 NA 5495 5-16d
22 6.3 19585 3700 2943 6.0 NA 2345 NA 3120 6-16d NA 5195 NA 6460 1'-16d
24 6.7 20770 3925 3602 6,0 NA 2345 NA 3120 6-16d NA 5195 NA 6780 13-16d
26 7.0 22650 4150 4337 6,0 NA 2345 NA 3280 7-16d NA(1) 8940 NA (7J 7635 14-16d
28 7.3 24535 437S~ 5151 6.0 NA 2345 NA 3440 6-16d NA(1) 7105 NA(1) 7795 15-16d
30 7,6 26415 , <4375 6047 6.0 NA 2345 NA 3440 6-16d NA(1) 7425 HAm .120 17-16d
32 7.9 28300 4375 7026 6.0 NA 2345 NA 3600 9-16d NA(7) 75<<1 NA(1) .280 18-16d
34 8.2 30180 4375 8092 6.0 NA 2345 NA 3600 9-16d NAm 7!UO NAm ""0 19-16d
T JllPro 25P
9-1/2 22 3200 805 177 2,7 805 NA ,805 NA NA 1905 NA 2085 NA NA
11-718 2.4 4245 990 300 2.7 950 990 990 990 3-8d 1905 2260 2415 2560 3-8d
14 2,6 5190 1160 440 2,7 950 1120 1160 1160 S-Sd 1905 2480 2415 2730 s.&t
2
rr""'~~
. -.,- .. ----
..; I
TABLE 3 - CHORD SEt.. .ON PROPERTIES AT PIN LOCATIONS ..JF OPEN-WEB TRUSSES
Net Dimensions
at 19 Percent
Moisture
III inches)
Pin Diameter
(in inches
Section Modulus
(cubic inches)
one 2 x 4 1-1/2 x 3-1/2 318 1,20
one2x4 1-1/2 x 3-1/2 518 1,09
tw02x6 1-1/2 x 5-1/2 314 16.50 14,25 15.09
tw02x6 1-1/2 x 5-1/2 11/4 16,50 12,75 14.95
tw02x4 1-1/2 x 3-1/2 518 100.50 8,62 6.09
two2x4 1-1/2 x 3-1/2 1 10.50 7,50 5,98
one 2 x 5 1-1/2 x 4-314 318 5.06 5.06 1.67
one2x5 1-1/2 x 4-314 518 3.83 3.83 1.56
2 members 1-1/2 x 2.30 5.40 5.40 2.62
2 members 1-1/2 x 2.30 4,65 4.65 2,56
For 51: 1 inch = 25.4 mm. 1 square inch = 645 . 1 cubic inch = 16387 m
1. The net area stated In the table for T JL and T JM trusses assumes a rout width large enough to accommodate two
web members. When bridging clips are to be accomnodated. the net area in compression or tension shall be
reduced to account for the bridging clip thickness. -
TABLE 4 - ALLOWABLE CH RD TR S (poun s-oer-:square-inch)
Tension Tension Tension Compression Compression Extreme MOE
TJL TJH.TJM. T.1N Parallel to Parallel to Grain, Fiber In X
TJ5 Grain. T JL, T.1N Bending 106
TJH,TJM.
TJS
AtPP 0 At 0 AtPP 0 At 0 AtPP 0
TIUS$ (1) t PP t (1) t PP t (1) t
Pro- h (1) h h (1) h h
Chord file 318- 518- e e 318- 518- e e 318" 518- e
Material (2) Pin Pin r r Pin Pin r r Pin Pin r
Microllam All Pro-
LVI.. . files 2300 2300 2100 2300 2100 NA NA NA 3000 2550 NA NA NA 3000 2.06
(3) (3) (3\ (4)(6\
2100f Par & T 1945 1860 1460 1600 1460 1850 1765 1460 1700 1700 2100 1940 1700 2100 1.8
1.8E (5) P 1860 1770 1750 1615 2100 1940 (6)
2400f Par & T 2250 2150 1650 1925 1650 2140 2040 1650 1925 1925 2430 2245 1925 2400 2,0
2.0E (5) P 2150 2050 2030 1940 2430 2245 (61
2700f Par & T 2550 2440 :2150 2200 1900 2425 2315 2150 2500 2500 2760 2550 2200 2700 2,2
2.2E (5) P 2440 2325 2300 2200 2760 2550 (6)
Timber - AU Pro-
Strand files NA 1610 1610 NA NA NA 1610 1610 2090 2090 NA 2090 2090 2620 1.55
LSL m m (8)
o s eSSE d
1. At PP is used at drilled areas, '
2, Par = parallel profile, T = tapered profile. P = pitched profile,
3, For panel point spacing less than 24 inches on center, tension stress shaD be reduced to 2100 psi.
4. 3000 psi is established for a 12 inch deep member. When used on edge values for other depths should be adjusted by mUltiplying by
(121d)0.136. '
5. Species used are Douglas fir-larch, southern pine. hem-fir, spruce-pine-fir. and Englemann spruce-lodgepole pine,
6, Stress shown is for chord material used on edge. When loaded ftatwise, Fb is permitted to be Inaeased 18 percent.
7, TJLonly,
8, Value shown is for thicknesses up to 3-1/2 inches,
For 51: 1 psi = 0.00689 MPa.
r I ..,_~
. -:::::...... .- -- --
,.---
'"4: , .
TABLE 6 - AL...~WABLE PIN BEARING LOADS ON C. .~RD MEMBERS1
Allowable Load (pounds), Open-Web Trusses I
Chord Angle of TJL I TJW I TJS TJM I TJH I
Material Load to PIN DIAMETER, inches
Grain 3J8 518 3J8 518 112 3/4 518 1 314 1-1/4
MSR2 perpendicular " 720 720 855 1,075 NA NA 910 1,300 1,080 1,620
parallel3 1..350 2,940 1,975, 3,990 . NA NA 2,500 4,800 3,360 6,040
Microllam Pemendicular 500 500 NA NA 1,130 1,130 1,560 1,695 1,795 2,315
LVL Parallel3 ' 1;200 1,850 NA NA 1,910 3,940 2,940 5,620 3,940 6,380
TimberStrand Perpendicular NA 850 NA 1,200 NA NA NA NA NA NA
lSl Parallef3 NA 2,300 NA 3,120 NA NA NA NA NA NA
For SI: 1lbf. = 4.448 N, 1 Inch = 25.4 nvn
1. Values are permitted to be increased for duration of load up to 133%.
2. Values are for Douglas fir-larch, southern pine, hem-fir, spruce-pine-fir and Englemann spruce-lodgepole pine (1.8E or
higher). .
3. Parallel values are valid for end distances of rr or greater for T Jl and T JW Open-Web trusses and 12 pin diameters or
greater for T JS, T JM and T JH trusses.
TABLE 7 - ALLOWABLE REACTIONS FOR STANDARD BEARING CLIPS
Open-Web Truss' Detail1 Max. Reactiorr Bearing Area3 .
Series (poundS) (sq. in.)
L-2 . 2,910 7.0
L-1 2,910 7.0
L-3 3,000 6.25
TJL L-4 2,300 5.2
L-512.254 3,290 8.2
L-513.254 3,5205 11.8
L-5/4.00" 3,6655 14.5
L-6 4,510 9.7
H-1 9,200 23.6
TJH H-2 9,200 29.3
H-3 12,470 24.1
M-1 4,330 10.4
M-2 7,390 20.3
TJM M-3 8,310 21.9
M-4 7,610 15.8
M-5 6,500 20.6
TJW W-1 4,300 14.5
W-2 5,880 13.1
TJS 60-1 5,390 16.2
60-2 5,390 13.8
For 81: 1 Ibf. = 4.448 N, 1 uare Inch = 645 mm2
sq
1. Details are referenced to FIQUre 6.
2. Maximum reactionS are absolute limits "and shall not be increased. Also see Footnote 3.
3. Effective area is in square inches and shan be used to detennine allowable reactions based on aUowable
compression perpendicular to grain of the plate,
4,2.25-,3,25- and 4.00- are minimum distances from pin to end of chord,
5. 'Nhere full bearing exists (no bearing error), the maximum allowable bearing reaction is pennitted to be increased
to 3,780 pounds and 3,930 pounds for the L-5J3.25 and L-5/4.00 clips, respectIVely.
rCl.!:I'G ...., VI ,.
r-r\,-q;;s~
Ii :
.BLE 11-PROPERTlES FOR USE IN SECTION, ..1
T JI JOIST SERIES T JI JOIST DEPTH (inches) V12 K
TJI/lOO s 117/8 1,325 13,25
TJIlPro 150, TJI/Pro 100fS s 117/8 1,420 14.2
TJllPro 250, TJllPro 350, &
TJI/Pro 12OTS, TJI/Pro 1301'S s 16 1,420 14.2
TJI/Pro 2S0P, TJl/USr s 16 990 9.9
TJllPro 550, TJI/L60, TJl/H60,
TJ1!L65 TJIIL9O, TJIIH90 s24 1,925 19,25
TJl/Pro 350P & TJI/L6OT ",24 1,420 14.2
TJl/L9OT s24 1,575 15,75
TJl/H90X s24 2,555 25.55
For 51: 1 inch = 25.4 mm, lIb. = 4,448 N, 1 pIC = 14.59 N/m,
:'
rCll~C: " U' ...,
/"
Flange
WtIrJ
~
r- rv-<hSt)q
--
T JI- joi6t top
_rid I7ottom
flaneell ehould
MeYer Pe c~
FIGURE 2. Allowable Hole Size and Location for the T JIIL45T, T J11L60, T J1IH60, T JI/L65, T J11l90,
T JUH90, T JI/L60T, T JUL90T and T JI1H90X Joists ONLY.
TJf'" joI!5t e;pan
Hole Factors and Locations Chart
vA-
Round Hole 2 3 4 S 6 7 8 9 10 11 12 13 14 IS 16 17 IS 19 20
Size (inches)
Rectangular IV. 1% 2V. 3 3Y.2 4 4% sv. 6 6Y.2 7 7% Sv. 9 9Y.2 10 10% 11 V. 12
Hole Size
(inches)
11 A A B C E
14 A A B C C D E
I 16 A A A B C C D E E
IS 4" 1'-3" A A B C C D E E
20 4" 1'-3" A A B B C C D D E E
.a 22 4" 1'.3" 1'-3" A A B B C C D D B E
f 24 4" 4" I' -3" A A A B B C C D D E E E
1;;
.0 26 4" 4" 1'-3" A A A B B B C C D D D E E
.... 28 4" 4" 1'-3" 1'.3" A A A B B B C C D D
D B E E
30 4" 4" 4" 1'-3" 1'.3" A A A B B B C C C D D E E E
Hole Locations Chart
Joist Span Hole Factor
(center to center A B C D J:
of support, fcet)
14 1'-3" 2'.0" 2'-6" 3'-9" s'.o"
IS 1'.3" 2'.0" 3'.()" 4'.0" S'-3"
16 1'.3" 2'-3" 3'.3" 4'-6" S'.9"
17 1'-6" 2'-9" 3'.9" S' .()" 6'-3"
18 1'-6" 3'.0" 4'.3" 5'-6" 6'-9"
19 1 '-9" 3'.()" 4'-3" S'-6" 7'.0"
20 1 ' -9" 3'.()" 4'-3" S'-6" 7' .()"
21 2'.0" 3'-0" 4'.3" 5'.9" 7'-3"
22 2'.0" 3' ..:cr 4'-3" 5'-9" 7'-3"
23 2'.0" 3'-3" 4'-3" S'-9" 7'-6"
24 2'-3" 3'-3" 4' -6" 5'.9" 7'-6"
2S 2'-3" Y -6" 4'-9" 5'.9" 7' -9"
26 2'.3" 3'.9" 4'.9" 6'.0" 7'-9"
27 2'-6" 3'-9" 5' -0" 6'-3" 7'-9"
28 2'-6" 4'-0" 5'-3" 6'-6" s'.o"
29 2'-6" 4'-0" 5'-6" 6'-9" S'-3"
30 2'.9" 4'-3" 5'.9" .. 7'.0" S'-6"
31 3'-0" 4'-3" 5' -9" 7'-3" S'-9"
32 3'-0" 4'-6" 6' -0" 7'-6" 9'-3"
33 3'-0" 4'-9" 6'-3" 7'-9" 9'-6"
34 3'.0" 5'-0" 6'-6" 8'-0" 9'.9"
35 3' -3" 5' .()" 6'.6" 8'-3" 10'-0"
36 3'.3" 5'-0" 6'-9" 8'-6" 10'.3"
Notes to Figure 2:
1. Charts are based on simple spans and uniform load
applications or applicable building code provisions for
concentrated loads (2000 Ibs. Over 2,5 square feet) with 25
pst dead load and 20 pst partition load.
2, For uniformly loaded multiple span applications holes must
be located 1.0 Inch farther from the support for each foot of
joist span, than the values indicated.in the Charts.
3, Holes are not allowed in cantilever areas unless specifically
designed by a qualified design professional.
4. 'Nhere more than one hole Is to be cut In the web, the clear
distance between holes must be twice the length of the
longest dimension of the largest adjacent hole,
5. Hole sizes shown are hole sizes, not duct sizes.
6. Rectangular hole sizes are based on measurement of the
longest side,
For 51: 1 inch = 25,4 mm, 1 foot = 304.8 mm
t"age l::f UI 11:.1
PFC-4354
"
FIGURE 3. CONTINUED - ALLOWABLE HOLE SIZE AND LOCATION FOR THE T JI/1 00 AND ALL
T JUPro SERIES JOISTS
Square or Rectangular Hole Chart:
Joist TII Joist Series Square or Rectangular Hole Size (iaches)
Depth 2 3 14 J 5 6 6Y4 7 8 8 9 10 WI. I 12 I 12Yo
(inches) Minimu.. distaace fro.. iaside race of s.pport to nearest edge of hole (feet-iaches)
TJl/IOO 1-0 2-0 3-0 S-O 5-6, 6-0
TJI/Pro lOOTS 1-6 2-6 3-0 5-0 S-6 6-0
TJI/Pro 120TS 1-0 3-0 4-0 6-0 6-6 6-6
9~ TJIIPro13OTS 2-0 3-0 4-0 6-0 6-6 7-0
TJIIPro 150 1-6 3-0 4-0 6-0 6-6 7-6
TJI/Pro 250 2-0 3-0 4-6 6-6 7-6 8-0
TJI/Pro 25P 2-6 3-0 3-6 4-0
TJUIOO 1-0 1-0 2-0 3-6 6-0 6-0 6-6 7-6 8-0
TJIJPro lOOTS 1-6 2-0 3-0 3-6 6-0 6-0 6-6 7-6 8-0
TJI/Pro 120TS 1-6 2-6 3-6 4-6 6-6 7-6 8-0 8-6 9-0
TJI/Pro 130TS 2-0 3-0 3-6 4-6 7-6 7-6 8-0 9-0 9-6
11 TJI/Pro 1 SO- 1-0 1-6 3-0 4-6 6-6 7-6 8-0 8-6 9-0 .
TJIJPro 2S0 1-0 2-0 3-6 5-6 7-6 8-0 8-6 9-0 9-6
TJI/Pro 350 1-6 3-0 4-6 6-0 7-6 8-6 9-0 9-6 9-6
TJI/Pro SSO 3-6 5-0 6-0 7-6 9-0 9-6 9-6 10-0 10-6
TJI/Pro 2SP " 2-6 3-0 3-6 4-6 5-0 5-0 5-6 6-6
TJI/Pro 3S0P 1-0 2-0 2-6 3-6 4-0 4-6 5-0 5-6
TJIIPro 120TS 1-0 2-0 3-0 4-0 5-6 5-6 7-6 9-0 9-6 10-0 10-6 11-6
TJIIPro 130TS 1-0 2-0 3-0 4-0 5-0 5-6 7-0 9-6 10-0 10-6 11-0 12-0
TJIJPro 250 1-0 1-0 2-0 4-0 6-0 6-6 8-0 10-0 10-6 10-6 11-0 12-0
14 TJIJPro 3S0 1-0 1-0 3-0 5-0 6-6 7-0 9-0 10-6 10-6 11-0 11-6 12-0
TJIJPro SSO 2-6 4-0 5-6 7-0 8-6 9-0 10-0 11-6 12-0 12-0 12-6 13-0
TJI/Pro 2SP 1-0 2-0 3-0 3-6 4-6 5-0 5-6 6-6 7-0 7-6 8-6 9-0
TJIJPro 3S0P 1-0 1-0 1-6 2-6 3-6 4-0 4-6 5-6 6-0 6-6 7-6 8-6
TJIlPro I30TS 1-0 1-0 2-6 3-6 4-6 5-0 6-0 8-0 10-0 10-6 11-6 12-0 13-0 13-6
TJIJPro 250 1-0 1-0 1-0 1-0 2-0 3-0 4-6 6-6 8-6 8-6 9-6 10-0 11-0 11-6
16 TJIJPro 3S0 1-0 1-0 1-0 1-6 4-0 4-6 6-0 '8-0 10-0 10-0 ,11-0 11-6 12-6 13-0
TJIlPro SSO 1-0 2-6 4-6 6-0 8-0 8-6 9-6 11-6 13-0 13-0 13-6 14-0 15-0 15-6
TJIlPro 3S0P 1-0 1-0 1-0 1-0 2-6 2-6 3-6 5-0 6-0 6-6 8-0 9-0 10-6 11-6
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm
1. Where more than one hole is to be cut in the web, the clear distance between holes must be twice the length of the longest dimension
tt1e largest adjacent hole.
2, Holes may be located vertically anywhere within the web. Leave 1/8 inch of web minimum at top and bottom of hole.
3. The Round Hole and Square or Rectangular Hole Charts are based on simple spans and unifonn load applications. within the
limitations of the applicable Trus Joist literature. .
4. TJI Joists are manufactured witIT1-1/2 inch diameter perforated knockouts in the web at approximately 12 inches on center
along the length of the joist
5. For simple span (5 foot minimum) uniformly loaded joists one maximum size hole may be located in the web at the center of the
joist span provided no other holes occur In the joist.Charts are based on simple spans and uniform load applications. within the
limitations of the applicable Trus Joist literature.
....aye ~ I VI "
......\,;-4~54
;.." .
[LclJ
lLo~
lLo~
1 1/2- 10 GA. NAlLS
MIN. (3) NAlLS EA. SIDE
, oJ,. ;~
'-1-- [7/8"
6<:l - .
L-" Ir:=:t T T
NOTCHED BEARING PLATE-
T JL TOP' CHORD BEARING
r' I/Z~' / ~~./t;) l~tt ~L~OE
~"I'.
~' 5/8" ~ 7/8"
- -_.[
t=II : . 3T
T JL BOTTOM CHORD BEARING
1 1/2- 10 CA. NAlLS
lAIN, (J) NAllS E.... SIDE
TJL "NO-NOTCH CLIP"
[L~
1 1/2- 10 GA. NAlLS
MIN. (J) NAlLS E^. SIDE
1/2"
J'1/2-
t
1 9/16"] ~
~1-1 'T~~=1
~l-I/Z"
TJl "NO-NOTCH CLIP" TOP CHORD BEARING
lLo(W
[Lc~
\VA'IJ 011
1 1/2- 10 CA. NAlLS
"IN. (3) NAlLS fA. SIDE
1 1/2" 10 CA. NI'.llS
MIN. (J) NAlLS (.0\. SIDE
, ~/4"-l -
1 9/16-1 .
---1- J/4-
r~1C3 1- :-+
NOTCHED BEARING PLATE
T Jl "U-CLlP" TOP CHORD BEARING
1 I/Z" la CA, Ni\JLS
MIN. (J) NJ\ILS E.>.. SlaE
8 7/16-:
1 9/16-1 ~-j
~1.-1 T~---=1
~I-- 1/2-
T JW "NO-NOTCH CLIP" TOP CHORD BEARING
\VA'IJ o~
1 I/Z" 10 CA. NAlLS
MIN. (J) NI'.lLS E^, SIDE
-r fk/4---i-
1 9/16"] I
J/4"
~ --. - -[
en:u=::1 T T
NOTCHED BEARING PLATE
T JW "U-CLlP" TOP CHORD BEARING
FIGURE 6* - OPEN-WEB TRUSS DETAILS
*THESE DRAWINGS ARE FOR IllUSTRATION PURPOSES ONLY. THEY ARE NOT INTENDED FOR USE AS
CONSTRUCTION DOCUMENTS FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION,
~.~~
t::.=ll ----'.L_ ~
1 1/2-] _...... 10"
I "'1
.
T' ,
--11---1/2"
TOP CHORD BEARING
TJL "NO-NOTCH CLIP"
Page 23 of 27
PFC-4354
..... '
L~Cl~ J/4' _ 10 NC s..f: CRAOE S BOLT (S" lONG)\ m .
m
~
J--A
J"
T-
5/8" . z" lAC SCREW
T JH "Z" CLIP TOP CHORD BEARING
[f~Wa~
--J t-- ~ ~~: :: ~~
i 1 '/2" 10 CA. -.s (11II.)
(4 [.lOll'
11/16' , HClf
t __.:1 (0Pl1llN0l v~ , UC BOlT)
Z ,0' ,
1'1--- g--1
TJl or
I 1/2' 10 CA. NM.S tMW-)
(0 [JOt1
*~.' - (~~
. ~ 5/8' HEX BOlT " NUT
T JW "FLUSH MOUNT" CLIP
-:r H49/16' _L
~~ 4 9/IS"
S/!- DOIIEl PIN --T
[F~[N]a ~
(OPTOIW. S/!" , uc BOlT)
11/16 . HOlE
(4 [M)t)
I 1/2" 10 CII, NM.S (IlIH,)
J/4' oown PIN
J/O" HEX BOll '" NUl
TJS "FLUSH MOUNT" 'CLIP wi NAILER
[f{]D~
J/~' - ;0 NC SolE
GRADE 5 BOlT (S- lOllC)
1 '-f;m.
o sIP/" . Z" lAC SCREW
!-- H/Z' WIN. t PREFERRED
T JH "T" CLIP BOTTOM CHORD BEARING
[f~~
--J ~ ,} 1/."!
j I 1/2"0 CA. NAIlS tMW-)
(0 (ACH)
11/16" , HClf '
1__-,_) (;(0PTDHIt 5/8"' lAC BOlT)
2 1/2" ,0' ~
Tl---g"-1
3/'" DOWEl. PIN
I '/2' 10 CII. NAIlS (uti,)
~(O 00<)
13/16 IlIA. HOl[
1 _ _ (OPTIOHoOl AlTAClHN1)
2 1/2' 0' ,
T
J/O- HEX IlOll " NUl
T JS "FLUSH MOUNT" CUP
FIGURE 6* - OPEN-WEB TRUSS DETAILS
(Continued)
NOTE: Structural perfonnance of the bearing hardware is not
dependent upon the nails used to COMect the bearing
hardware to the supporting strudure. The co~mection may be
considered, however, by the building designer in the design
requirements of the structure.
For 51: 1 inch = 25,4 mm
*THESE DRAWINGS ARE FOR IllUSTRATION PURPOSES ONLY. THEY ARE NOT INTENDED FOR USE AS CONSTRUCTION
DOCUMENTS FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION.
Page 25 of 27
PFC-4354
~ ~
.
FIGURE 7-Continued
Sound Test Data:
W/Gypsum STC = 59
Concrete
Pad & t
IIC = 54
"--0
~/.
ASSEMBLY D (See Section 2.3.4 of this report,)
1. 48/24 tongue-and-groove span rated sheathing (Exposure
1~ .
2. T JI Joist or Open-Web Truss.
3. No. 26 gauge galvanized steel furring channel installed
perpendicular to joists. Furring channels spaced 1-1/2
inches from and on each side of wallboard end joints and
24 inches on center away from end joints. Channel
secured to joists with support clips (Item 4) at each joist
location. No channel splices, adjacent pieces overlapped 6
inches and tied with double strand of No. 18 SWG
galvanized steel wire at each end of overlap.
4. Simpson Strong-Tie Co. Type CSC support dips to be used
to support furring channels at the intersection with each
joist Support dips nailed to side of joist bottom flange with
1-1/2 inch long No. 11 gauge nail.
5. Stabilizer strap (not shown) - 3/4 inch x 6 inch No. 24
gauge galvanized steel strap used to prevent rotation of
the support clips at wallboard end joints and along walls.
6, 1 inch thick, 6 pet minimum, Thermafiber or Fiberex-FBX or
Fiberex-IF mineral wool blankets.
7. 1/2 inch thick USG Type C FIRECODE orWestroc
. Fueboard C gypsum board.
ASSEMBLY E (See Section 2.3.5 of this report.)
1. Double wood floor or a single layer of 48/24 span-rated
. tongue-and-groove sheathing (Exposure 1).
2, T JI Joist or Open-Web Truss,
3. An approved ceiling system that will provide a 4O-minute
finish rating. An example of a ceiling with a 4O-minute
finish rating is described in Section 2.3,2 of this report, .
ASSEMBLY F (See Section 2.3.6 of this report)
1. 48/24 tongue-and-groove span rated sheathing (Exposure
1). . .
2. 518 inch thick USG Type C FIRECODE or Westroc
Fireboard C gypsum board.
3. T JI Joist (with flange sizes 2x4 nominal or larger),
4. USG RC-1 channel at 16 inches on center.
5. Thenna1iber or Fiberex-FBX or Fiberex-SAFB mineral wool
batts.
For 51: 1 inch = 25,4 mm,
t'age 21 OT ;u
PFC-4354
"
~
FIGURE 9 - METAL STRAP AND TENSION-TIE CONNECTION CAPACITIES AND DETAILS
FOR T JI JOISTS AND OPEN-WEB TRUSSES
Detail A:
C3~ ~1 .
.
o
.
---=t 318" miD. ~
1-1/4: IDaX.
o
o
II
o
o
3 rows oflOd x 1.5" nails at 3" O.c.
Detail A Is applicable to aH T JI Joists with structural composite lumber flange widths of 2.5 inches or greater, and all Open_
Web trusses with structural composite lumber chords. except when T JS. T JM and T JH Open-Web trusses are used a
minimum 2 x 4 nominal structural composite lumber nailer plate Is required. Nailer plate attachment must be designed to
transfer the required forces, Simpson Strong-Tie Co. MSTI or PAl straps, or other straps of the same minimum gauge.
dimensions and nail patterns and recognized in a current ICBO ES evaluation report may be used.
Detail B:
" .
o. c. mo.
318"min.
o
1-518" min. 2-318" max.
o
o
o
4 rows of 10d x 1.5" nails at 6" o.c.
Detail B is applicable to all T JI Joists with structural composite lumber flange widths of 3,5 inches or greater, and all Open-
Web trusses with structural composite lumber chords. Simpson S1rong- Tie Co. LSTJ or L m straps. or other straps of the
same minimum gauge. dimensions and nail patterns and recognized in a current ICBO ES evaluation report may be used.
General Notes:
Connection capacity limited to a lateral nail design value of 112 IbsInall with the following conditions.
1. All nails must 10d short nails. 0.148 inches x 1.5 Inches.
2. Minimum steel thickness Ii 18 gauge (0.049 inches).
3. Total connection capacity not to exceed code approved strap or tension-tie design value.
4. The connection capacity is pennitted to be Increased for duration of load In accordance with the code.
5. No additional reductions are necessary due to penetration.
6, The minimum requi~ end distance is 3 Inches.
For SI: 1 inch = 25.4 mm. 1lbf. =4.448 N
30'l., 3 "'2
Cl-t
C::#
s-"
?~
302..)"2
f'R
7fo
.-
"-
1 11I/'0
It-I
-
~ , "'~ 80
(:;:, S-3
~
"'40
cAt-l~ 86
A 1::1< tTS*(~
3" ~- f
ex? 2
( '-"~
''''40
~
iI1.1-
~)f, 'l.
\ ""~
~
z
c:...
0'-
'2. H ~t..
O~?~-
DRC COpy
November 14, 2001
Larry Gensmer
John Mesenbrink
Eagle Creek Development, LLC
7765 175th Street East
Prior Lake, MN 55372
RE: Resolution Approving the Amendment to the Creekside Estates PUD
Dear Mr. Gensmer and Mr. Mesenbrink:
On November 5, 2001, the Prior Lake City Council adopted Resolution #01-126
approving the amendment to the Creekside Estates PUD plan to allow a change in the
floor plans for the 54-unit senior congregate care building. A certified copy of the
resolution is attached to this letter. This resolution must be filed with the Scott County
Recorder's Office, Once we have received proof of recording of this resolution, we can
issue permits for this building.
Also attached for your files is a copy of the approved amended floor plans.
Thank you for your attention to this matter. If you have any questions, please contact
me directly at 952-447-4230,
Sincerely,
Q.~
~ansier, AICP
U~~~n~g Coordinator
Enclosure
cc: DRC Members
1:\01fi1es\01puds\01-086 creek2\approved,doc Page 1
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph, (952) 447-4230 / Fax (952) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
November 15,2001
Ron Hemmerding
RHA Architects Inc.
104 East Germain St.
St.Cloud, MN 56304
RE: Lot 3; 54 Unit Creekside Apartments Tranquility court.
Following are the results of the preliminary plan review for the Lot 3; 54 Unit Creekside
Apartment building. Our review was based on the Minnesota State Building Code (MSBC)
which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap
regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 1998
Minnesota State Fire Code (MSFC), which adopted with amendments the 1997 Uniform Fire
Code (UFC).
1, Submit signed architectural, structural, sprinkler standpipe plans before a building permit is
issued. Submit signed HV AC, plumbing, fire/smoke alarm, emergency lighting/exit signs and
sprinkler plans. May be submitted at a later date.
2. Submit a building permit. Submit 2 additional building plans for a complete review by city
staff.
3, Complete a Building Code analysis for the building. Include the following:
a. Occupancy Classification and separations.
Classification: R-1 Apartment House, S-3 Parking Garage (see UBC 311.9 for
description of a S-4 occupancy).
Separation: 2 hour Between R-1 and S-3, UBC Table 3-B
b. Type of Construction: R-1 V-1hour/S-3 V-1hour (2-hour due to occupancy
separation fire resistive rating) Note: The type of construction may actually be
different for the basement S-3 parking garage, but the type of construction for the
building must be the same as per UBC 601.2
c. Number of Stories:
R-1 three stories. Three stories allowed
S-3 basement.
16200 Eagle Creek Ave, S,E., Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245
AN EQUAL OPPORTUNlT{ EMPLOYER
d, Location on Property. North 48'-7"; East 25'; South 30'+ 60' Public Way; West 25'+
Public Way. Open Yards: 3 sides open 48'-7"-20'=28.41666' x 2.5%=71 % increase
Allowable increase 71 % for open area on 3 sides.
e. Allowable Area Increases.
1. Total Allowable Building Area: Basic
Stories
Sprinkled
Open Yards
10,500 x22I,000 x242,000 x1.71 71,820
Actual: pt 21,014; 2nd 20,337; 3rd 20,570; total SF= 6I,921under 71,820 o.k.
2. Total Allowable first floor area: Basic
10,500
Actual 1st 21,014 under 53,865 o.k.
Sprinkled
x3 31,500
Open Yards
1.71 53,865
3. Total allowable second floor area: Basic
10,500
Sprinkled
x221,000
Open Yards
x1.71 35,910
Actual 2nd 20,337; 3rd 20,570. Largest floor 20,570 under 35,910 o.k.
Notes:
1. A NFP A 13 system is required for fire department concerns, Also if a NFP A 13r
system was to be used, then the sprinkler increases for the following allowable area increases
would not be allowed. UBC 904.1.3.
2. Explain use of two-hour area separation wall.
f. Height and Number of stories. Actual 32' allowed 50'
g. Occupantload and Exiting. All units have 2 occupants per bedroom.
Total
18 units ea. fl
1 ST 60
2nd
60
60
34 Activity
96 Party room
Occupant Load
60
94
156
ExitsReqd
2
2
2
3rd
h. Fire resistive requirements:
1. Exterior walls, Structural frame:
Basement Exterior and Interior bearing walls:
R-l: I-hr.
S-3: 2-hr. UBC302.4
2
2. Interior non-bearing walls, Roof-ceilings:
R-l: l-hr,
S-3: l-hr,
3. Floor-ceilings:
R-l: l-hr
2-hr, between R-l and S-3 302.4
4. Shafts (Elevator, Stairways,
Flues, Heating ducts, Bathroom
Exhaust Fans, plumbing risers
sprinkler risers, electrical risers,
l-hr walls and l-hr openings in R-l
l-hr walls and l-hr openings in S-3
2-hr bearing walls
Elevator lobbies)
5. Elevator equipment room:
l-hr walls and l-hr openings
4. An S.A.C. determination must be completed by the Metropolitan Waste Control
Commission. Contact Jody Edwards at 651.602.1113.
5. Submit a signed Certificate of Survey showing building location.
6. Submit Energy Envelope Calculations. MN Energy Code 7670.0100
7. Provide testing documentation indicating that exterior and interior walls, corridor
floors, I Joists, and roof truss construction meets one-hour fire resistive construction.
Shaft walls and elevator walls meet one-hour fire resistive construction in R-l
occupancy, and concrete block bearing walls in basement S-3 occupancy to meet two-
hour rating. Clear span floor/ceiling, supporting beams and columns, foundation walls
in S-3 occupancy to meet two-hour fire resistive construction UBC 703.
Note: The information supplied for Lot 1 may be able to be used if the products and
components are the same for this building.
8. Provide documentation listing that construction (floors and walls) meets Sound
Transmission Control ratings by field-testing and by design. UBC Appendix Chapter
12.
Note: The information supplied for Lot 1 may be able to be used if the products and
components are the same for this building.
9. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See
enclosure.
10. Submit a soils report.
3
11. Detail lIAlO, 2/AlO, 2nd and 3rd floor framing: all stairwells and shaft walls must be
Ihr fire resistive construction continuously thru floor framing,
12. Install fire extinguishers rated 2AlOBC in Parking Garage. UFC 1002,
13, Sht A7: Class B or A roofing is required. UBC Table IS-A.
14, At time of mechanical contractors submitting separate permits, mechanical
contractors are to provide details of penetration firestopping: UBC sections 706 Fire-
resistive Joints, 70S Draft stops, 709 Penetrations of plumbing pipes, sprinkler pipes,
flues, heating pipes ventilation, exhaust pipes, electrical and communication wires),
710 Floor Ceilings (plumbing pipes, plumbing "p" traps), and 711 Shaft Enclosures.
15. Post occupant load sign in Party Room. UBC 1007.2,6.
16. Provide testing documentation for Attic access and fire extinguisher boxes. indicating
l-hr fire rating.
17. Provide 96" clearance height in underground parking for Fire Departments fast
response apparatus.
IS. Sht S5: Show draftstopping locations.
19. Provide attic ventilation specifications and calculations. UBC 1505.3.
20. How willl-hr fire-resistive construction at mail boxes in room 02 be maintained?
21. Elevator floor size of not less than SO"x54", MSBC 1307.0045(f),
22. Sht. A2.1: What type of fuel is used for fireplace in Lobby #02?
23. Provide fire-resistive construction behind and below all tub enclosures.
24. Sht S 1: Provide all wood species,
25. Structural engineer to sign all stairway framing connections and structure, 2xS
corridor floor connection to I Joists, Sht. S 1 indicate concrete Block foundation walls
with vertical reinforcement.
26. Clarify discrepancies pertaining to Architectural plans indicating floor joists,
Structural indicate floor trusses.
27. Clarify discrepancy pertaining to Detaill/A9 stating 2x6 exterior stud 12" o.c., Detail
2/S3 states 16" o,c.
2S, Provide Structural Engineered drawings of columns, beams, and precast floor. Include
calculations of upper floor corridor walls and posts being supported by precast floor
panels.
29, Provide structural engineered drawings of the floor and roof truss systems including
all framing connections at time of framing inspection.
30. Sht. A9: window headers to match structural drawings.
4
31. Structural plans show a trash chute, Architectural plans do not. Please Clarify.
37. Structural engineering required on retaining wall over 4 feet in height.
33. Provide address numbers on building, UBC 502.
34, Detail 12/A5 Indicate Vertical grab bar horizontal dimension of 6-9". MSBC
1341.0456
35. Ifprovided, interior HDCP van parking stalls require an access route to the interior of
the building with a vertical clearance height of 98 inches. MSBC 1341.0428, Subpart 5.
The Code requires only one van space per eight accessible spaces. MSBC 1341.0403,
Item E Subitem (2).
36.HDCP parking to be dispersed between interior and exterior parking areas. MSBC
1341.0403 Item E Sub item 1.
37. Siamese connection and enunciator panels to be located by front entrances of
buildings.
38. Provide not less than one standpipe for use during construction. Fire sprinkler/riser
permit required before building permit issued. UBC 904.6.2
This is a preliminary review only, Other code items will be addressed when the final
plans are submitted. City staff will complete a review when a building permit is applied
for. Call if there are any questions, call at 952-447-9851.
Si1J)J
Robert D. Hutchins
Building Official
Cc. Roy Denne Lumber One
John Mesenbrink
Ene.
5
CITY OF PRIOR LAKE
~ 16200 EAGLE CREEK AVENUE S.E.
PRIOR LAKE, MN 55372
SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE
Project Name
Location
SPECIAL STRUCTURAL TESTING AND INSPECTION
Specification Description Type ofInspector (3) Report Frequency Assigned
Section Article Firm (4)
Notes: This schedule to be filled out and. included in the project specification. Information unavailable at that time,
to be filled out when applying for a building permit.
(1) Use descriptions per UBC Section 1701, as adopted by Minnesota State Building Code,
(2) Special Inspector - Technical, Special Inspector - Strucural.
(3) Firm contracted to perform services,
ACKNOWLEDGMENTS
Each appropriate representative shall sign below:
Owner: Firm: Date:
Contractor: Firm: Date:
Architect: Firm: Date:
SER: Firm: Date:
SI-S: Firm: Date:
TA: Firm: Date:
SI- T: Firm: Date:
TA: Firm: Date:
SI- T: Firm: Date:
F: Firm: Date:
F: Firm: Date:
*The individual names of all prospective special inspectors and the work they intend to observe shall be
identified, (Use reverse side ofform if necessary,)
Legend: SER = Structural Engineer of Record
SI-T = Special Inspector - Technical
SI-S = Special Inspector - Structural
TA = Testing Agency
F = Fabricator
Accepted for the Building Department by
Date
ssnooc
MN BLDG CODES & STDSEax:651-297-1973
~"'"-_.'_..;'.'-.
51-V
Nov 9 'QO 12:43 P.02/02
;ee-)2cV/CW'eLJ II~/e,
'-
Determining Allowable Building Areas
/
FIRST: 4Determine TOTAL AL}JOW ABLE BUILDING AREA.
J (total gross sqnare footage): )
~PJe: 2 Story, V-N CODStruetion, B Oeeoponey, Sprinkled, Open 4 Sides (60 ft.) 111c..rv*,-
Basic (58) $...tories SDrinkJed ODen Yards ~
R. -I ~ sqoo X2 (16000) X2 (32000) X2 (100%) 64000 (., I, ? Z-I"PA-
lo >00 z..( C>OO -4 ?-DClO /, 7:> 7~, 5"00
64000 sqoare feet would he the total gross squre footage of the overall bOilding.! D. ~_
SECOND: Determine TOTAL ALLOWABLE FIRST FLOOR AREA.
t2-.~ /
Example: Same BuiJdiDa:;ISame Design. One Story Calculation.
llasic (58) SDrinkkd fhlen Yards >. r
8000 X3 (24000) X2 (100%) 48000 7-/,0 f + l1.-
~ !O,SOl) ~, 500 " 7~ 5S, rz.S f C) 'e..
48000 square feet would be allowed at the first tloor within this building, but t.e . ,.
Total Building Gross Square Footage may not exceed 64000 square feet in are..
I
..'--0.
THIRDL Y: Determine TOTAL ALLOWABLE SECOND FLOOR ARfA.
;1
Example: Same BoildlnglSlllCe Design. Multi-Slory Calculation. I '"
! ~S7a3-
Basic (58) Sprinkled ()Pen Yards 2 I c! I
/) -( 8009 X2 (16000) X2 (100%) 32000 ! . t<>, f~ 7 z'!!!
{"- :::- (0, ~O~ Z), OGb 1,75" 3'" 7~O i
32000 gross square feet would be allowed at the second floor witbi his bUPdibl:. 0, r.,
but the Total Buildine Gruss Square Footage may not exceed 640(Q.quare ~ct in
area.
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CITY OF PRIOR LAKE
BUILDING INSPECTION DEPARTMENT
COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST
Project Name: S -4 UN; I I 'Z.. ) 8 /00
Job Address:
I. CLASSIFICATION OF BUILDING:
A. Use of Building
1. Occupancy Group (Table 5-1) fL~ I ~Sf" 5
2. Occupancy Separations (Table 5-B) "3 Ha
B. Type of Construction (Table 5-A) Jr -I t+tL- ~ 7'-(':>6 1: C9-'VSf'.
("71/)) J\ 2
\~ 1"0""''' 11........c>'-.q(ja,. .
. ) t! FI-
(0,51>0-,( 3 r. J,7S-~ 5S/1,3.
6S,I1.-t;) Z/,Olt O.(L.
it! r r:7rnc- A-~/4I!..c t,up ~c..-
1~S-"o,,2. ,t. 1.7;~ 3~7S6 CJ.f( b)'3 Sprinkler(505.3)/B~37~"<Z..: 3~."1t>~
~ ,,~~~..~;:}' c) Multi-Story (506) s<P,750 xl...:. 73~SOO '> <al. '1ZI
(N., . G. ~.EO.~) 4. Mixed Occupancy Calculation =
~ . Height and Number of Stories
~'$~/fI1.t~~r:- .
t.(#\-fA...-
C.
D.
2.
Location of Property
,J S
. Q() I
Front 50 Rear f
E; w
fJ ~ I _,
L. Side,... R. Side 8~
Floor Area
1.
I$r ~ ~~
Actual "'2.../,0 f,if +, ~ S ~ 1 f' "Z.-o, ~..,(;) ,;; ""I, 'f ZI
Allowable (Table 5-C) 10, ('00
rO,A'-
1tl Increase
a)3 S~en Area (505)
20..f>O; 30)('2 .sro;: 757" "f. 10,500 ' 18,375
0. 1<".
1.
Actual: Stories
Height
Allowable (Table 5-D): Stories
Height
3. Allowable Increase
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IIco
INST ANI! TESTING COMP A~ i
4000 Beau DIRue Drive. Eagan, MN 55122. (612) 454-3544. Fax: (612) 452-1826
Invoiced To:
Attn: John Messenbrink
Eagle Creek Villas
7765 175th Street East
Prior Lake, Minnesota 55372
Project: Eagle Creek Villas - 61 Unit Building
Date Sampled: October 14, 1998
Reported: November 6, 1998
Submitted By: Gary Standish, ITCO
Performed By: Tom Warner, ITCO
Standard Moisture/Density Test
Curve Number: 98-01
Visual Soil Class: Sandy Loam with Gravel
Standard Maximum Dry Density: 127,2
Optimum Moisture: 9.0
Representative Of: Density test 1
Remarks:
Copies To: City of Prior Lake: Howard R. Green Company-Dave Thompson
Charge Codes: Standard Proctor. . . . . , , , #303 , .. 1
Sample Prep . . . . . . , . , , , #302. ., 1
(l AJ1=:4I~f?li.
Carl AndersonPrafessional Engineer - Registration No.1 0736
Signed
",-....... .-..r'....;.. 'J~ . , .. . " ." '-. ,'.. -. '. , ."\',-. '." '," .. ",. _ ",-,t' ."'~....," ... ",. '. . "e' , >. ".
. ~ ..
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l1c=o
INSTAN'l TESTING COMPAN i
4000 Beau DIRue Drive' Eagan, MN 55122. (612) 454-3544. Fax: (612) 452-1826
Invoiced To:
Attn: John Messenbrink
Eagle Creek Villas
7765 175th Street East
Prior Lake, Minnesota 55372
Project: Eagle Creek Villas - 61 Unit Building
Date Sampled: October 14, 1998
Reported: November 6, 1998
Submitted By: Gary Standish, ITCO
Performed By: Tom Warner, ITCO
Standard Moisture/Density Test
Curve Number: 98-01
Visual Soil Class: Sandv Loam with Gravel
Standard Maximum Drv Densitv: 127.2
Optimum Moisture: 9.0
Representative Of: Densitv test 1
Remarks:
Copies To: City of Prior Lake: Howard R, Green Company-Dave Thompson
Charge Codes: Standard Proctor, , , . , , ., #303... 1
Sample Prep. , , . . . , , . , . #302, " 1
(lAJk4l~f?(;;
Carl AndersonProfessional Engineer - Registration No, 10736
Signed
-~ T
~
10".: .:\ ,i/F"'-
.' ~ ";',.:
l1c=o
INST ANr1 TESTING COMP AN .t
4000 Beau DIRue Drive' Eagan, MN 55122. (612) 454-3544. Fax: (612) 452-1826
Invoiced To:
Altn: John Messenbrink
Eagle Creek Villas
7765 175th Street East
Prior Lake, Minnesota 55372
Proiect: Eaole Creek Villas - 61 Unit Buildino
Date Tested: October 14,1998 @ 2:00 pm,. ,
Ordered By: John Messenbrink ""..",."
Reported: November 5, 1998
Field Technician: Gary Standish, ITCO
Inplace Density Results
Test Number: 1 2
Location: East Side of fill zone West Side of fill zone
Depth Below Grade: +6' +4 1/2'
Visual Soil Class: Sandv loam with aravel Sandv loam with aravel
Proctor Curve Number: 98-01 98-01
Percent Moisture: 7.7 5,3
Optimum Moisture: 9,0 9,0
Relative Moisture: 86 59
Field Density, PCF: 121,0 121,9
Standard Maximum Drv Densitv, PCF: 127,2 127,2
Relative Density, Percent: 95 96
Required Minimum: 95 95
Remarks: Observed fill is generally acceptable - 3 loads near the NW corner are slightly organic and contain sod debris.
This material should be bladed to mix well with other loads, remove wood debris. (i.e. RR tie east side).
Copies To: City of Prior Lake: Howard R. Green Company-Dave Thompson
Charge Codes: Density tests 1-2 . . . , . . , , , ,#601 ,'.. 1
Charge per test. , , . . . . , , . ,#306 . , " 2
Mileage, , . , , , , . . , . . . . . . . #612 . . .. 34
Signed
Carl Anderson Professional Engineer-Regist
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',0 CENTRAL K11 & K14 ECOH 2-01
Model K11 ECOH
Model K14 ECOH
Extended Coverage
Ordinary Hazard Sprinklers
Tyco Fire Products - www.centralsprinkler.com
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Customer Services/Sales: Tel: (215) 362-0700/ Fax: (215) 362-5385
Technical Services: Tel. (800) 381-9312/ Fax: (800) 791-5500
[EI\ITRAL
I
....
. I .
,.., General
~ Description
The Central Models K11 & K14
ECOH, 11.2 and 14.0 K-Factor,
Standard Response, Extended Cov-
erage Ordinary Hazard (ECOH) Pen-
dent, Recessed Pendent, and Up-
right Sprinklers are decorative glass
bulb sprinklers designed for use in
ordinary hazard occupancies such
as showrooms, retail stores, and
light manufacturing.
They are intended for use in automat-
ic sprinkler systems designed in ac-
cordance with standard installation
rules (e.g., NFPA 13) for the protec-
tion of ordinary hazards up to a maxi-
mum coverage area of 256 ft2 (23,8
m2) for the K11 and 400 ft2 (37,2
m2) for the K14, as compared to the
maximum coverage area of 130 ft2
(12,1 m2) for standard coverage
sprinklers,
The Models K11 & K14 ECOH Sprin-
klers feature a UL and C-UL Listing
that permits their use with unob-
structed or non-combustible ob-
structed ceiling construction as de-
fined and permitted by NFPA 13,
The Models K11 & K14 ECOH Sprin-
klers have been fire tested to com-
pare their performance to that of
standard spray sprinklers installed at
standard spacings (Le. 15 feet maxi-
mum on center spacing and 130 sq.
ft. maximum coverage area for ordi-
nary hazard). These tests have
shown that the protection provided
by these ECOH Sprinklers is equal
to or more effective than standard
spray sprinklers.
The recessed version of the Models
K11 & K14 ECOH Sprinklers using a
two-piece Series 4211 Recessed Es-
cutcheon provides up to 3/4 inch
(19,1 mm) of total adjustment from
the flush pendent position. The ad-
justment provided by the Recessed
Escutcheon reduces the accuracy to
which the fixed pipe drops to the
sprinklers must be cut.
Operation. The glass bulb contains
a fluid which expands when exposed
to heat. When the rated temperature
is reached, the fluid expands suffi-
ciently to shatter the glass bulb,
which then allows the sprinkler to ac-
tivate and flow water.
WARNINGS
The Models K11 & K14 ECOH Sprin-
klers described herein must be in-
stalled and maintained in compli-
ance with this document, as well as
with the applicable standards of the
National Fire Protection Association,
in addition to the standards of any
other authorities having jurisdiction.
Failure to do so may impair the integ-
rity of these devices,
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. The installing contractor or
sprinkler manufacturer should be
contacted relative to any questions,
~ Technical
~ ~ Data
Sprinkler Identification Numbers
SIN C5137 K=11.2 Upright
SIN C5237 K=11,2 Pendent
SIN C6137 K=14,O Upright
SIN C6237 K=14,O Pendent
Approvals
UL and C-UL Listed, FM Approved,
(Refer to Table A. The approvals ap-
ply only to the service conditions indi-
cated in the Design Criteria section.)
Maximum Working Pressure
175 psi (12,1 bar)
Pipe Thread Connection
3/4 inch NPT
'-'
'~
K11 & K14
ECOH
Pendent,
Recessed &
Upright
Sprinklers
No. 2-1.1
Nominal Discharge Coefficients
K = 11.2 GPM/psi1/2
(161,3 LPM/bar1/2)
K = 14,0 GPM/psPf2
(201,6 LPM/bar1/2)
Temperature Ratings
Pendent and Upright: 1350F/5rC to
2860F/1820C
Recessed Pendent:
1350F/570C to 200oF/930C
Finishes
Sprinkler: White Polyester, Chrome
Plated, Natural Brass, Lead Coated
Recessed Escutcheon: White
Coated or Chrome Plated
(Other finishes are available on re-
quest. )
Physical Characteristics
The K11 & K14 ECOH utilize a 3 mm
diameter glass bulb and a dezincifi-
cation resistant bronze alloy frame,
The frame orifice is sealed with gas-
keted spring plate (Belleville Seal)
consisting of a beryllium nickel disc
spring that is sealed on both its in-
side and outside edges with a Tef-
lont gasket.
rw Design
~ Criteria
The Models K11 & K14 ECOH Sprin-
klers must only be installed in ac-
cordance with the applicable UL and
C-UL Listing or FM Approval require-
ments as indicated below. Only the
Series 4211 Recessed Escutcheon
is to be used for recessed installa-
tion,
UL and C-UL Listing
Requirements
1. The Models K11 & K14 ECOH
Sprinklers may be used for the
coverage areas shown in Table B,
based on maintaining the mini-
mum specified flow rate as a func-
tion of coverage area and hazard
group for all of the sprinklers in the
design area.
2, With respect to heat sensitivity,
the Models K11 & K14 ECOH
Sprinklers are permitted to be
used with unobstructed or non-
combustible obstructed ceiling con-
struction as defined and permitted
by NFPA 13. For example:
Unobstructed, combustible or non-
combustible, ceiling construction
with a deflector to ceiling/roof deck
distance of 1 to 12 inches (25 to
300 mm).
Obstructed, noncombustible, ceil-
ing construction with a deflector lo-
cation below structural members
of 1 to 6 inches (25 to 150 mm)
and a maximum deflector to ceil-
ORDINARY HAZARD ORDINARY HAZARD
K=11.2 GROUP 1 GROUP 2
0,15 gpm/ft2 0.20 gpm/ft2
Coverage Area Maximum Density Density
Distance
From Minimum Minimum Minimum Minimum
Wall
Ft. x Ft. Sq,Ft. Ft. Flow, Pressure, Flow, Pressure,
GPM PSI GPM PSI
14 x 14 196 7 29,6 7.0 39,2 12,3
16 x 16 256 8 38,4 11.8 51.2 20.9
ORDINARY HAZARD ORDINARY HAZARD
K=14.0 GROUP 1 GROUP 2
0.15 gpm/ft2 0,20 gpm/ft2
Coverage Area Maximum Density Density
Distance
From Minimum Minimum Minimum Minimum
Wall
Ft. xFt. Sq,Ft. Ft. Flow. Pressure, Flow. Pressure,
GPM PSI GPM PSI
16 x 16 256 8 38.4 7,5 51.2 13.4
18 x 18 324 9 48.6 12.1 64.8 21.4
20x20 400 10 60,0 18.4 80,0 32.7
Table B
UL and C-UL Listing Criteria For The Installation Of
Model K11 & K14 ECOH Sprinklers
ing/roof deck distance of 22 inches
(550 mm).
3, The minimum allowable spacing
between the Models K11 & K14
ECOH Sprinklers, to prevent
cold soldering, is 8 feet (2,4 m) for
upright sprinklers and 9 feet (2,7
m) for pendent sprinklers,
4, The Models K11 & K14 ECOH
Sprinklers are to be installed in ac-
cordance with all other require-
ments of NFPA 13 for extended
coverage upright and pendent
sprinklers.
FM Approval
Requirements
The Models K11 & K14 ECOH Sprin-
klers are to be installed in accord-
ance with the applicable Factory Mu-
tual Loss Prevention Data Sheet for
limited use in buildings of specific
roof construction and for the protec-
tion of certain specific ordinary haz-
ard (non-storage and/or non-flamma-
ble or combustible liquid)
occupancies. Information provided in
the FM Loss Prevention Data Sheets
relate to, but are not limited to, hy-
draulic design, ceiling slope and ob-
structions, minimum and maximum
allowable spacing, and deflector-to
ceiling distance.
~ Installation
The Models K11 & K14 ECOH Sprin-
klers must be installed in accord-
ance with the following instructions:
NOTES
Do not install any bulb type sprinkler
if the bulb is cracked or there is a
loss of liquid from the bulb. With the
sprinkler held horizontally, a small
air bubble should be present. The di-
ameter of the air bubble is approxi-
mately 1/16 inch (1,6 mm) for the
1350FI570C to 3132 inch (2,4 mm) for
the 286DFI141 DC temperature ratings.
A leak tight 3/4 inch NPT sprinkler
joint should be obtained with a
torque of 10 to 20 ft,lbs, (13,4 to
26,8 Nm). A maximum of 30 ft.lbs.
{40, 7 Nm) of torque is to be used to
install sprinklers, Higher levels of
torque may distort the sprinkler inlet
with consequent leakage or impair-
ment of the sprinkler,
Do not attempt to compensate for in-
sufficient adjustment in an Escutch-
eon Plate by under- or over-tighten-
ing the Sprinkler. Readjust the
position of the sprinkler fitting to suit.
Step 1. The sprinkler must be in-
-"
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t'lcoj Flow / Tyeo Fire
Control Products
.',.t!{I..,rl!:1
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BlazeMaster @
FIRE SPRINKLER PIPE & FITTINGS SU..,TTAL SHEET
. ;,:i',a~_ m!
I ~J1lf~i'(;?".'(', ., .
TYco FI.E I'RoDIICTS
451 North ClInnon Avenue
Lansdale, Pennsylvania 19446
www.tyco-fire.com
T1!t:IIlfIICAI. SBn/It:&
TEL: (BOO) 3B1-9312 . FAX: (BOO) 791-5500
E-MAII.:techserv@tycofp.com
No. 19-1.5
TD915
4-1.1.20
9/2001
,,~,
Introduction
Tyco Fire Products (TFP) BlazeMaste~ CPVC pipe and
fittings are designed exclusively for use in wet pipe
automatic fire sprinkler systems. They are made from a
specially developed thermoplastic compound composed of
post chlorinated polyvinyl chloride (CPVC) resin and state of
the art additives, TFP BlazeMaster'" CPVC products are
easier to install than traditional steel pipe systems, and at
Technical Data
the same time, they provide superior heat resistance and
strength as compared to traditional CPVC and PVC piping
materials used in the plumbing trade, Various adapters are
available to connect CPVC pipe to metallic piping, All female
pipe thread adapters have brass inserts for durability,
Grooved adapters connect directly to grooved end valves
and metallic pipe, with flexible grooved end couplings.
Sizes: 3j." - 3"
Maximum Wortling Pressure: 175 psi
Approvals: UL, FM, CUL, NSF, Dade County, LPCB,
MEA, and the City of Los Angeles
Note: See current TFP BIazeMaster Installation Instructions and
Technical Manual, for exact lisling'approvaI information
p.
Manufacture Source: U.S.A.
Material:
Pipe: ASTM F442, SDR 13.5
Fittings: ASTM F438 (Sch, 40) and
ASTM F439 (Sch. 80)
Color: Orange
Ipe
IIom.Plpe Size A". 0.0. IIICIIes A". 1.0. IIclles Wt. LIIs.Jft. WI. HdJ flUed Pipe Lbs.,ft. Ft. of Pipe per Lift WLperUftLIIs.
3/," 1.050 0.874 0.17 0.43 7875 1413
1" 1,315 1.101 0.26 0.67 5040 1320
1'/," 1.660 1,394 0.42 1,07 2835 1191
1'1." 1.900 1.598 0.55 1.40 2205 1136
2" 2.375 2,003 0,86 2.20 1260 1063
2 'I." 2.875 2.423 1.26 3.22 1215 1531
3" 3.500 2,952 1.87 4,79 720 1344
Fittings
450 Elbow
Part No, Size Sch. TlO Wt.
80050 3/," 40 3/." 0,08 lb.
80051 1" 40 3/." 0.11 lb.
80052 1'/." 40 3/," 0.20 lb.
80053 1'/2" 80 7/'0" 0.31 lb.
80054 2" 80 3/411 0.56 lb.
80055 2'12" 80 3/," 0.89 lb.
80056 3" 80 1" 1.19 lb.
TIO
Reducing
900 Elbow
Part T/O Wt.
No. Size Sch. 1 I 2 lb.
80032 1" x 3/," 40 "/'0" 113/'0" 0,16
- -1lID
900 Elbow ~ I
/ 1l'O
i.....-
1 ,
Part No. Size Sch. T/O Wt.
80025 3/411 40 9/'0" 0.09 lb.
80026 1" 40 3/," O,141b,
80027 1'/." 40 7/." 0.211b,
80028 1'12" 80 1'/'0" 0.40 lb.
80029 2" 80 1'/." 0.79 lb.
80030 2'1." 80 1'12" 1.14Ib.
80031 3" 80 113/,." 1,82 lb.
TIO' T/O
Tee Reducing Cross
Cross
T/O TIO TIO' T/O
TIO' T/OI TIO T/O
Part No. Size Sch, T/O Wt.
80000 3/" 40 5/" 0,11 lb.
80001 1" 40 3/," 0.19 lb.
80002 1'/." 40 7/811 0.26 lb.
80003 1'1." 80 1" 0,51 lb.
80004 2" 80 1%" 0.90 lb.
80005 2'/2" 80 19/'0" 1.59 lb.
80006 3" 80 1"/,0" 2.411b,
Part T/O Wt.
No. Size Sch, 1 I 2 lb.
80015 1" x'!." 40 "/,0" 1"/,0" 0.28
Part No. Size Sch. T/O Wt.
80009 3/" 40 9/16" 0.13 lb.
80010 1" 40 ,6/,6" 0.231b,
80011 1'/." 40 ,5/,0" O.34lb,
80012 1'1." 80 1'/,." 0.67 lb.
80013 2" 80 13/'" 1.00 lb.
80014 2'1." 80 19/,." 1.91 lb.
80008 3" 80 113/'0" 2,89 lb.
a._
Coupling
~o
-'-t::::It::::t._,
Part No Size Sch. T/O Wt.
80075 3/4" 40 '/8" 0.071b,
80076 1" 40 l/ell 0.11 lb.
80077 1 V." 40 3/16" 0.121b,
80078 1'12" 80 3/,." 0.251b,
80079 2" 80 3/,." 0.38 lb.
80080 2';''' 80 3/,." 0.67 lb.
80081 3" 80 3/1611 O,911b,
Cap
TIC
i
-t.-.-.
i
Part No. Size Sch. TlO Wt.
80100 3/4" 40 61,." O.04lb,
80101 1" 40 3/ell 0.061b,
80102 1'/." 40 1121. 0,10 lb.
80103 1';'" 80 6/8" 0.20 lb.
80104 2" 80 5/8" 0.31 lb.
80105 2';''' 80 7/." 0.58 lb.
80106 3" 80 1" 0,88 lb.
Grooved
Coupling
Adapter
+-bJ3on
Part No. Size Sch. T/O Wt. Pipe OD
80160 1't." x 1't." Grooved 40 2 5/,." 0.78 lb. 1'/." (1.660.)
80161 1'/." x 1';''' Grooved 80 2 6/,." 0.951b, 1 W' (1 .900")
80162 2" x 2" Grooved 80 26/,." 1.42 lb. 2" (2.375")
80163 2'/2" x 2';''' Grooved 80 2 5/,." 2.28 lb. 2';''' (2.875")
80164 3" x 3" Grooved 80 2'/." 3,OOlb, 3"(3.500")
80168 3" x 76.1 mm Grooved 80 2'/." 2,72 lb. 76,1mm (3.000")
Female
Adapter
~~
-.t:t!tJ.-
Part No, Size Sch. T/O Wt.
80142 3t." x 3/." NPT 40 5/e" 0.41 lb.
80145 1" x 1" NPT 40 3/." 0.63 lb.
80146 1'/." x 1'/." NPT 40 7/." 1.03 lb.
80147 1 Vi' xi';'" NPT 80 1" 1.42 Ib,
80148 2" x 2" NPT 80 1"/8" 2.66lb,
Male
Adapter
~
-'-~_.-
Part No. Size Sch. T/O Wt.
80157 3t." x 3t." NPT 40 15/,." 0,33 lb.
80158 1" x l' NPT 40 1%. 0.56 lb.
Reducing
Coupling
-m:
Reducer
Bushing
13-
Part No. Size Sch. TIO Wt.
80200 1" x 3/." 40 7/,." 0.04 lb.
80201 1'j." x 3j." 40 7/,." 0.11 lb.
80202 1'/." xi" 40 5/16" O,121b,
80203 1'12" x 3t." 80 %" 0.16 lb.
80204 1';'" x 1" 80 '/.. 0.141b,
80205 1'/i' x 1'/." 80 3/." 0.17 lb.
80206 2" x 3t." 80 3/." 0.27 lb.
80207 2" x 1" 80 1'/,6" 0.26 lb.
80208 2" x 1'/." 80 9/,." 0.24 lb.
80209 2" x 1'/2" 80 7/,611 0.191b,
80215 2'/i' x 1" 80 1'5/,." 0.42 lb.
80214 2'/i' x 1'/." 80 13;." 0.45 lb.
80213 2'/" x 1'/" 80 15/8" 0.46 lb.
80211 2';''' x 2" 80 19/,." 0,29 lb.
80210 3" x2" 80 2 3/,." 0.72 lb.
80212 3" x 2';''' 80 1'5/,." 0.47 lb.
Reducing
Tee
TIO'
Part T/O Wt.
No. Size Sch. 1 2 3 lb.
80132 3t." x 3/." xi" 40 3/." 3/." 6/." 0,14
80133 1" x 3/." x 3;." 40 '12" "/,." 3/4" 0.14
80134 1" x 3t." xi" 40 5/." 3/" 3/." 0.17
80260 1" xi" X 3/." 40 3/it 3/4" 1'/,6" 0.16
80135 1'/." x 1" x 3;." 40 7/,6" 3/." 15/,611 0.21
80136 1 V." x 1" x 1" 40 "/,." 3/" '5/,." 0.22
80137 1'/" x 1" x 1'/" 40 13/,6" 15/1fJII 13/,." 0.26
80261 1';." x 1'/." x 3;." 40 5/." 6/." 7/." 0.23
80262 1';." x 1't." xi" 40 3/.'" 3t." 7/e" 0,26
80138 1'/.. x 1'/." x 1'/" 80 1 " 1" 1" 0.43
80140 1';''' x 1't." x 3;." 80 V" 5/e" 1" 0.36
80141 1';'" x 1'/" x 1" 80 '/.. "/0. 1'/." 0.38
80263 1'/i' x 1'/" x 3/." 80 9/,." 9/,6" 1" 0.36
80264 1'h" x 1';''' xi" 80 9/,." 9/,6" 1" 0.38
80275 1'/" x 1'/2" x 1'/" 80 7/8" 7/." 1" 0.45
80265 2" x 2" x 3/" 80 3;." 3/4" 13/." 0.61
80266 2"x2"x1" 80 7/e" 7/." 1"/0" 0.66
80274 2" x 2" xiV" 80 1" 1" 1%" 0.74
80267 2" x 2" xi';'" 80 1'/0" 1'/." 1%" 0,78
80271 2'/" x 2'/" x 1. 80 1"/,." 1"/,6"11 19/,." 1.43
80272 2'/" x 2'/" x 1'/" 80 1"/,." 1"/,." 1"/,." 1.46
80273 2'/." x 2'/." x 1'/." 80 1"/,." 1"/,." 18/,." 1.48
80276 2';''' x 2';'" x 2" 80 1"/,." 1"/,." 1"/,." 1.50
80270 3" x 3" x 1'/" 80 1"/." 1"/." 113/1." 2.28
80268 3" x 3" x 2" 80 1"/." 1"/." 13/." 2.25
80269 3" x 3" x 2';''' 80 1"t." 13/." 1'6/,." 2.44
Attic Sprinklers™
Specific Application
. Back to Back™
· Single Directional™
. HlpTM
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
~ Product
_ Description
The Attic Sprinklers™ are the evolution of
fire sprinklers for attics. The Attic Sprin-
klers ™ provide the best fire protection in an
attic while saving cost by using extended
coverage spacing. The Attic Sprinklers™
have undergone the most extensive fire
testing ever done for attics and are allowed
for use under their specific application
guidelines by U.L and NFPA,
The Attic Sprinklers™ are the first sprin-
klers to be:
. Listed for extended coverage in combus-
tible construction.
. Full-scale fire tested in both wet and dry
system scenarios.
. Full-scale tested, for Listing in wood
truss construction.
. Listed for specific pitches of roof slope.
The Attic Sprinklers™ provide the best
level of protection and control cost by
eliminating the need for additional
sprinklers and the associated cost. There
is just one branch line along the ridge for
the entire building unless there is a need
for single directional or hip sprinklers, In
that case, there is still only one line in
each area. For example, a system in a
60'-0" (18.3 m) wide attic would use 5
branch lines to cover the main portion of
the building and several off-set branch
lines to cover the hip area, With the attic
sprinklers, there is just one line down the
ridge and one down each slope of the hip,
This is approximately 80% less pipe that
needs to be installed. This saves the cost
of the pipe, fittings, hangers, and
associated labor for three branch lines,
Also the volume of the system is reduced.
This could reduce the size of the dry pipe
valve or allow the 60 second requirement
to be met without an accelerator.
The other cost reduction is in the
new Listing of BlazeMaster CPVC
for Attic spaces feeding the wet
system sprinklers below the ceiling.
Traditionally BlazeMaster CPVC has
been used on the lower floors in the
joist space above a ceiling that
does not require sprinklers. The
cost of using CPVC on those floors
can now be translated to the upper
floor even If sprinklers are required
in the attic.
There are three (3) models of Attic
Sprinklers™, Back to Back™ (dual
directional), a Single Directional™ and a
HipTM sprinkler. The Back to Back™ and
Single Directional™ sprinklers have three
separate versions that are used for
different roof pitches. The pitches can
vary from a minimum of 4 in 12 to a
maximum of 12 in 12.
(continued on page 10)
~ Technical
~ M Data
Models: BBP%2, BB2-17/32, BB3-17/32
BB1, BB2, BB3
S01, S02, S03
HIP
Orifice Size: W' (12.7 mm) or 1%2"
(13,5 mm) (see chart)
+
1/211(12.7 mm) or
17/3211(13.5 mm)
Orifice
Automatic
Sprinkler
K-Factor: %" = 5.6 (80,8 metric) Nominal
17/32" = 7.8 (112.5 metric) Nominal
(see chart)
Response: Quick
Thread: W' (15mm) or%" (20mm) N.P.T.
(see chart)
Temperature: 2000F (93.30C) Bulb or
2120F (100oC) Link
(see chart)
Listing: U.L., U.L.C.
Maximum Working Pressure:
175 psi (12.07 bar)
Factory Hydro Test: 100% at
500 psi (34.48 bar)
Standard Finish: brass
Length: 3" (76.2 mm) maximum*
Weight: 5 oz, (142 grams) maximum*
'See page 2 for exact dimensions,
Patent: US 5,669,449
other Patents Pending
Model K-Factor (metric) Thread Temp. OF Orifice
BB1 ''l'32 7,8 (112.5) 0/." (20 mm) 2000F (93.30C) bulb ''l'32. (13.5 mm)
BB2 17/32 7,8 (112,5) %" (20 mm) 2000F (93,30C) bulb 17/32" (13.5 mm)
BB3 17/32 7.8 (112.5) %" (20 mm) 2000F (93,30C) bulb 17/32" (13.5 mm)
BB1 5.6 (SO.8) W' (15 mm) 2120F (100oC) link '12' (12.7 mm)
BB2 5,6 (80.8) '12" (15 mm) 2120F (100oC) link '12' (12,7 mm)
BB3 5.6 (80.S) 'h" (15 mm) 2120F (100oC) link '12' (12,7 mm)
801 5,6 (SO,S) W' (15 mm) 2120F (100oC) link '12' (12,7 mm)
802 5,6 (SO.S) W' (15 mm) 2120F (100oC) link '12" (12,7 mm)
803 5.6 (SO.S) 'h" (15 mm) 2120F (1 OooC) link '12' (12,7 mm)
HIP 5.6 (SO.8) 'h" (15 mm) 2000F (93,30C) bulb W' (12.7 mm)
No. 6-1.0
Old Cat. No. A-1.0
rw Design
~ Data
Specific Application Guidelines
Area of Use:
Roof structures, combustible and non-combustible including
wood joist and wood trussed attics with a ceiling below.
Hazard: Light hazard,
Maximum Roof Span:
60 feet (18,3 m) for BB model sprinklers and 40 feet (12.2 m)
for SO model sprinklers and 28 feet (8.5 m) for HlpTM sprinklers
(see figures 1,2 & 12), See table on page 4 for minimum
sprinkler flows and pressures, Roof span may be up to 80'-0"
(24.2 m) by using additional standard spray sprinklers (see
figure 13 & 14).
Minimum Distance Between Attic Sprinklers™:
4 feet (1.2 m) as measured along branch line for BB1~", BB or SO
(see fig. 3). 3 feet (0,9 m) as measured along branch line for HIP
(see figure 11),
Maximum Distance Between Attic Sprinklers™: 6 feet
(1,8 m) on center along the branch line (see figure 3),
Minimum Distance Between Standard and Attic Sprinklers™:
6 feet (1,8 m) as measured along the peak/ridge direction (see
figure 4) and 26 feet (7.9 m) in the slope direction for BB%1",
BB and HIP versions (see figure 6).
Deflector Installation Position Below Peak/Ridge:
22" (558,8 mm) maximum, 1611 (406.4 mm) minimum
(see figure 5),
Minimum Distance Away From Trusses:
Attic Sprinklers™ must be installed 611 (152.4 mm) away from
the face of trusses (see figure 7),
Maximum Distance From the Center Line of Ridge: 611
(152.4 mm) (see figure 8).
Maximum Distance For HlpTM Sprinklers From the Center
Line of the Hip: 611 (152.4 mm) (see figure 8).
Use of U.L. Listed CPVC Piping:
To use BlazeMaster CPVC in the attic to feed the wet system
ceiling sprinklers on the floor below, there must be 611 (152.4
mm) of insulation covering the pipe extending 1211 (304.8 mm)
on each side away from the cenv5rline of the pipe and the area
above the CPVC must be protected by Attic Sprinklers™ (see
figure 9). If the pipe is located inside the ceiling joist, the joist
channel must be covered or filled with 611 (152.4 mm) of non-
combustible insulation on top of the pipe and the area above
must be protected by Attic Sprinklers™ (see figure 10).
Insulation is for fire protection purposes. It is not freeze
protection. BlazeMaster™ CPVC must be installed in
accordance with the BlazeMaster™ installation guide
instructions with respect to heat sources.
System Type: Wet or Dry
Sprinkler Data:
K-Factor, Orifice, Thread Size and
Temperature see chart on page 1,
Hydraulic Requirements:
For hydraulic requirements see page 11,
To Determine the Correct Flow and Pressure: Determine
the model span (measured flat) and the slope of the roof.
Use this information with the chart on page 4. There is no
interpolation of the flow and pressure shown. Round all
cases to the next higher spacing. For example, a 45'-011
(13.7 m) span with the BB11~1I would be calculated at the
60'-011 (18.3 m) span.
Obstructions:
See page 7 for guidelines,
Maximum Coverage Area: 400 square feet (37.2 m2).
Spacing for Back to Back Attic Sprinklers™ is determined by
twice the distance of the furthest throw measured along the
slope, multiplied by the distance along the branch line
(maximum distance along branch line is 6'-0' (1.8 m)
regardless of the length of the throw), Note: The distance
along the branch line may have to be reduced to less
than the maximum of 61-0" (1.8 m) to remain under 400
sq. ft. (37.2 m2) maximum depending on the slope and
the span. In no case can the span exceed 60'.0" (18.3
m) without additional standard spray sprinklers.
Spacing for the Single Directional™ Attic Sprinklers is the
distance along the branchline multiplied by the distance of
the throw down the slope, Regardless of the throw, the
maximum distance along the branchline is 6'-011 (1.8 m) the
maximum throw, measured horizontally is 40'-011 (12,2 m),
and the maximum spacing per sprinkler is 400 square feet
(37.2 m2),
Spacing for the HipTM sprinkler is the distance down the larger
slope multiplied by two multiplied by the distance between the
sprinklers as measured along the slope of the hip.
3
Figure 1
Span Direction Dual Directional
Figure 3
I'
4'-0' (1.2 m) mini?'lum _I
6'-0' (1,8 m) maximum
I I I 1
I I I I
, '
/e
,
,
,
,
,
,
,
,
Truss I
-,
,
,
,
,
,
,
Attic Sprinklers
, '
,
,
,
,
,
,
,
,
,
I
Branch Line
\
Ceiling
Figure 5
16' (406.4 mm)
minimum
22. (558.8 mm.)..I- I
_m~mum.1 ~
To Bottom of Sheathing Single
DIr8ctlonal
Attic
Sprinkier
Span Dimension
Single Directional
I'
,
,
,
,
I
,
,
Truss ,
.,
Figure 2
S an Dimension
Single Directional
Figure 4
6'-0" (1.8 m) minimum
.1
/e
,
,
,
,
,
,
Standard ,
Sprinkler :
,
,
I
,
,
,
,
,
,
,
: Attic
, Sprinkler
,
,
,
,
,
,
,
,
,
, I
Branch Line
,
,
,
,
,
,
,
,
\
Ceiling
Figure 6
5
~
26'-0" (7.9 m)
Minimum
Fi9ure 11
HIP Installation if Framed Parallel to Outside Wall
Standard Sprinkers to be
used in this area. Install
per NFPA 13. When truss
direction is parrallel to
outside wall, as shown, see
figure 12 for joists
perpendicular to outside
wall.
ack to Back
Attic Sprinkler™
601
(18.3 m)
40'-0"
(12.2 m)
maximum
Outside
Wall
Be sure that single directional sprinklers are installed
vertical as the deflector compensates for the slope.
Figure 12
HIP Installation if Framed Perpendicular to Outside Wall
Outside
Wall
· - - Slope- - - Ridge
. -
------------
HlpTM Sprinkler
,-~~~:::- -~+} 3't-OIl (O'[O~~I~~:)
~\.:\<:::>,~o~ I I I
,5:l ~ ~f?J- - I I I 28'-0"
co ,~ \0 I I I
~ ""- - - I I I I (85m)
'<::. " I , I I .
I I I I I maximum
I I I -, I
I I I , I
i
Slope-
~
7
Table 1 * - Spacing for Vertical Obstructions
Maximum Dimension Minimum Horizontal
of Obstruction Distance to Obstruction
%1-1"(12.7mm-25,4mm) 6"(152 mm)
>1"-4"(25.4mm-101,6mm) 12" (305 mm)
>4"-8" (101. 6mm-203.2mm) 24"(61Omm)
>8"-1 0" (203. 6mm-254mm) 51(1,5 m)
> 1 0"_20" (254mm-508mm) 10'(3,Om)
>20"-30" (50Bmm-762mm) 151 (4,6 m)
>30"-40" (762mm-1016mm) 20' (6,1 m)
>40"-48" (1016mm-1219.2mm) 25'(7,6 m)
>48" (1219.2mm) sprinkler required beyond
* When minimum horizontal distance is less than Table 1,
an additional sprinkler is required beyond the obstruction.
Figure 13 Figure 14
TM TM. . If the attic has noncombustible insulation on the ceiling
BB and HIP Sprmklers for Attics Greater below the attic sprinklers the area of coverage is mea-
Than 60'(t8,3m) and Equal or Less Than 80"(24.4m) sured from the top of the insulation.
~'0'(3m) .1,
Max. -,
.
60' (18,3 m) maximum fa< ~I_ 10' (3m)j
AWe Sprinkler™ coverage Max.
80' (24,4 m) .
Width of Attic Sprinkler™ Spacing
Figure 15 - BBTM and HlpTM Sprinklers Plan View Perimeter Protection
Plan View Pari meter Protection
6'-0"
101 o,c. -I
11"
~
60'-0.
J
80'
11"
j
I ~tart spacing-I Coverage by standard sprinklers
at 31'-0. away Max, 7'-0. on center
from corner
Attic sprinklers in buildings over
60"-011 (t8.3m) up to 80'-011 (24.4m) wide
Attic sprinklers in conjunction with standard
sprinklers can be used to protect attics over
60'-0"(1B.3m) up to 801-0"(24.4m) wide. Attics
over 80'-0"(24.4m) wide must use standard
sprinklers throughout as attic sprinklers have
not completed testing in this scenario. To use
attic sprinklers in these attics, space attic
sprinklers to protect the center portion of the
building, add standard sprinklers around the
perimeter at a maximum of T-0"(2.1m) and a
minimum of 61-O"(1,Bm) on center, The HlpTM
sprinklers can continue down the hip. Start
spacing standard sprinklers 31 '_0" (9.4m) away
from the corner.
9
Hydraulic Calculations
Attic sprinklers must be calculated in conformance with these
guidelines, In all cases, the design area shall include the most
hydraulic demanding sprinklers. More than one set of
calculations may be required to prove different situations.
1. Attics Protected Entirely with Back to Back Attic Sprinklers -
For wet systems, calculate the most demanding 5 sprinklers.
For dry systems, calculated the most demanding 7 sprinklers
(see Fig, 16).
2, Attics Protected Entirely with a Mixture of Back to Back and
HIP Attic Sprinklers - For wet systems, calculate the most
demanding 5 sprinklers, For dry systems, calculate the most
demanding 9 sprinklers with a maximum of 7 to be Back to
Back sprinklers (see Fig. 17),
Figure 16
Back to Back Calculation Example
(Dry System Shown)
Example: Calculate the 7 most demanding back to
back sprinklers along the ridge,
Figure 17
Mixed Attic Sprinkler Example
(Dry System Shown)
3, Attics Protected with Single Directional Attic Sprinklers - For
wet systems, calculate the most demanding 5 sprinklers. For
dry systems, calculate the most demanding 9 Single
Directional Attic Sprinklers or standard sprinklers, whichever is
more demanding (see Fig, 18).
4, Attics Having HIP Roofs with the HIP Joists Parallel to Outside
Wall - The design area requirements of NFPA 13 shall apply to
all sprinkler types (see Fig, 11),
5. Attics having a Width Greater than 60 ft. (18,3mJ, but in no
Case Greater than 80 ft. (24.4mJ - For attics having HIP roofs
with joists parallel to outside wall, the requirements in Item 4
above apply. For other attics, the requirements in Items 1 or 2
above shall be used plus two additional standard type
sprinklers installed along the eave included in the calculation
(see Fig. 19).
Figure 18
Single Directional Example
(Dry System Shown)
.
.
.
.
.
Example: Calculate the 9 most demanding single
directional attic sprinklers,
Figure 19
Attics Greater Than 60 Ft.
(Dry System Shown)
. .
....... .
Example: When mixing back to back and standard
sprinklers at the eave, calculate the 7 most demanding
back to back sprinklers for dry systems or 5 most de-
manding for wet systems, plus the most demanding 2
additional standard sprinklers at the eave.
11
07/15/2002 16:37
651484g514
GENERAL SPRINKLER
PAGE 01/06
ENERAlL
SPRINKLER
CORPORATION
CONTRACTORS FOR All. TYPES OF FIRE SUPPRESS/GN SYSTEMS
MINNESOTA LICENSE IfCDOOO2
WISCONSIN LICENSE fSCOO83
COMPANY:
FAX 'IRANS1v1ITT AL
~ot- tt~~~s
c.:~4 ?~y ~-
-'/1 r;}o2-
I I
******
******
ATfN :
DATE:
SUBJECT:
~U-)c~~ z.~je..-
CONTENTS OR 1\.1ESSAGE :
A) G4 ~~~.*, ~
~) !d:t-L-C.
*$ c;t--
~Cl-",..r; '-", . !., _.
C
}~!) C-CL--t' t-ri -........
FI-Fl2-
~'~ ~~.Js.
l/I.A. ~ d- a-v-' s.
HAVE A NICE DAY!!!!!!
FROM:
kv-:t::r~
THIS TRANSMITTAL CONSISTS OF
TillS TRANSMITTAL PAGE.
PAGE (S) INCLUDING
fit
'420 EAST COUNTY ROAD D
MAPLEWOOD. MINNESOTA 55109
1-651-484-5903
1-651-484-9514 FAX
, -800-878-6777
4
American Fire
SDrinkler Association
497 184th STREET
OSCEOLA, WISCONSIN 54020
1-715-294-4387
1-800-878-6777
~
~
---
MIIG~IIIC.
07/15/2002 16:37
6514849514
R '1- III~
.' '..~.. _. .....,..s
GENERAL SPRINKLER
PAGE 02/05
Bulletin 136K
Model F1 FR
Model F1 FR Recessed
Quick Response
Sprinklers
[JJ
f;.
~
5"
~
^
Model F1 FR Sprinkler Types
Standard Upright
Standard Pendent
Conventional
Vertical Sidewall
Horizontal Sidewall
- HSW 1 Deflector
Model F1 FR Recessed Sprinkler Types
Recessed Pendent
Recessed Horizontal Sidewall
- HSW 1 Deflector
Product Description
Re liable Mod elsF1 FA and F1 FA Recessed Sprin k1ers are
quick response sprinklers which combine the durability of a
stan dard sprin klerwith the attrac tive low pro file of a deco ra-
tive sprinkler.
The Models F1 FR and F1 FA Recessed automatic sprin-
klers utilize a 3.0 mm frangible glass bulb. These sprinklers
have demon strated re sponsetimes in laboratory tests which
are five to ten times faster than standard response sprin-
klers. This quick response enables the Model F1 FR and
F1 FR Recessed sprinklers to apply water to a fire much
faster than standard sprinklers of the same temperature rat-
ng.
The glass bulb consists of an accurately controlled
a~ount of special fluid hermetically s~aled inside a pre-
cisely manufactured glass capsule. This glass bulb is spe-
cially constructed to provide fast thermal response. The
balance of parts are made of brass, copper and beryllium
nickel.
At normal temperatures I the glass bulb contains the fluid
in both the liquid and vapor phases_ The vapor phase can
be seen as a small ~b ble. As heat is ap plied, the Iiq uid ex-
pands, forcing the bubble smaller and smaller as the liquid
pressure increases. Continued heating forces the liquid to
push out against the bulb, causing the glass to shatter,
opening the waterway and allowing the deflector to distrib-
ute the discharging water,
The temperature rating of the sprinkler is identified by the
color of the glass bulb,
"n
"Lt'
~"""['. OJ:
I.~
.t,;: =--
~"'"~
'~'."'.".
- ~
m~'l.
' f;'U""
.'
Upright
Pendent
:'~..'
'1".,_...,..'.... I'
~_L;'
...
,:."'" "." ,
. ";'..
~ :.!<<';.:....:!
':1::1
Vertical Sidewall
Conventional
~,.,.
......9'....-.-.'..:.,
,600,. . . "
."...~....i .. .~.. ..._.": I!
(f:_:",'~,:\; 'jrt..,"
. ')::;~~;$1~:1Ft
Horizontal Sidewall
HSW 1 Deflector
Recessed Pendent
Application
Quick response sprinklers are used in fixed fire protec-
tion systems: Wet, Dry, Del ugeor Preaction, Care must be
exercisedthattheori ficesize, tern perature rating, deflector
style and sprinkler type are in accordance with the latest
published standards of the National Rre Protection Asso-
ciation or the approving Authority Having Jurisdiction,
Quick response sprinklers are intended for installation as
specified in NFPA 13. Quick ra sponse sprin klers and stan-
dard response sprinklers should not be intermixed,
The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552
07/15/2002 15:37
551484%14
GENERAL SPRINKLER
Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers
Installation Wrench: Model D Sprinkler Wrench
Installation Data:
"K" Factor
US Metric
5,62 81,0
8,0 115.3
4,24 61.0
2.82 40,6
4.10 59,1
4,10 59,1
5.6 81,0
B.O 115,3
1" Iden tified by a pintle Pol/lend ing beyond Ihe deflector,
~-..
--- ~.
m;K."'~.
.' '~,,\; '~I
. " ~
. . '
Upright
Pendent
~
Appl17llal
Organization
1.234567
PAGE 03/05
Spin icier Idenllfic&1lon
Ntmber
SSU SSP
R3625 R3615
R3622 R3612
R36Z3 R3613
R:3621 R36 1 1
R3624 R3t:l14
R3674
R3675
R3672
J' 4IiJ....~ .
"I~ '
LJ,.
.~
',:.~: '~
. - ~ I
.~l ;II::J
Conventional
56,1rrm
56,1 rrm
58.4mm
4,6.7
47
l:ft
1f
~~.
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Upright (')
Model F1 FR Quick Response Recessed Pendent Sprinkler
Installation Wrench: Model RC1 Sprinkler Wrench
Installation Data:
Nominal
Orlnce
Thread
Size
.K" Factor
US
5,62
8,0
4,24
2,82
101m ~ 4,10
(1) Identi1ied by a pinUe extending beyond the deflector,
(2) Ae ferto 5S cutch eon dala ta ble for ap prov als and di men sions,
Melrlc
61,0
115.3
61.0
40,6
59,1
- J ,~' 'Il.:.t/Jfa.
-"'V''''-'''-
r......r.r,..
~2. ~';'I''':iWf_:a
Sprinkler
Height
Approval (2)
Organizations
1.2.3.4.5.7,6
123
1.2.8
1.2.B
4,7
". lb. ...L:1Il"
,._tt"i~ rtll'1
<<~.'IIr"'"'
,,,,.1 I
r
'.-iGr~
2.
Sprinkler Identification
Number (SIN)
R36'I5
R3612
R3613
A3611
R3614
07/15/2002 16:37
6514849514
GENERAL SPRINKLER
PAGE 04/06
Model F1 FR Quick Response Vertical Sidewall Sprinkler
Installation Wrench: Model 0 Sprinkler Wrench
Installation Position: Upright or Pendent
Approval Type: Light Hazard Occupancy
o
Installation ata:
"K" Factor Sprinkler Height Approval Sprinkler ldenUficatlon
Nominal Orlnce Thread Size 1-, Metric Organizations Number (SIN)
US
--
Vz" W NPT (R1f.!) 5.62 81.0 2.2" (56mm) 1,2,3.6, B
R3685
15mm W NPT (Rlh) 5,62 B1,O 2.2'" (56mm) 4 (1)
nJ
LPC Ap provalls Pen dent only,
. .
'-,' "~,*",'''',' ' .
~' -' .. I
;,.~I ",
-,' "
Orientation Deflector to Ceiling
Dimension (Min, - MaK.)
Uoriaht 4" - 12" 11 D2mm - 305mml
Pendent 6" - 12" (152mm - 305mml
'::Li,!
,;..
,',~:;-;:~i-~
;'," ..,';"
Vertical Sidewall
Model F1 FR Quick Response Horizontal Sidewall Sprinkler
Deflector: HSW 1
Installation Wrench: Model D Sprinkler Wrench
Installation Data:
"K" Factor ApprovalOrJanlzallons Sprinkler
and Type ApprtMl\ IdentIfication Num-
Nominal Thread Sprinkler length light Ordin~ bar
Orifice Size US Metric Hazard H!IZEI (SIN)
W (15mm) W NPT{RY2) 5,62 81,0 2,63'" (67mm) 1,2,3,5,8 1,2.5,8 A3635
NOTE: UL and ULC Listing permits use with F1 or F2 recessed escutcheon,
..il
~'.
Horizontal Sidewall
3.
07/15/2002 16:37
6514849514
Installation
Quick response sprinklers are intended for installation
as specified in NFPA 13. Quick response sprinklers and
standard response sprinklers should not be intermixed.
The Model F1FR Recessed Quick Response Sprinklers
are to be Installed as shown. The Model F1 or F2 Escutch-
eons illustrated are the only recessed escutcheons to be
used with the Model F1 FA Sprinklers. The use of any other
ra cessed escutch eon will void all ap prov alsand negate all
warranties.
When in stall ing Model F1 FA Sprin klers. use the Model D
Sprinkler Wrench. When Installing Model F1 FA Recessed
Sidewall Sprinklers, use the Model GFR1 Sprinkler
Wrench. Use the Model RC1 Wrench for installing F1 FR
Recessed Pendent Sprinklers. Any other type of wrench
may damage these sprinklers.
Approval Organizations
1, Underwriters Laboratories, Inc.
2. Underwriters' Laboratories of Canada
3. Factory Mutual Research Corporation
4. Loss Prevention Council
5. NYC BS&A No. 587-75-SA
6, Meets MIL-8-901C and MIL-STD 167~1
7, Verband der Schadenversicherer
B. NYC MEA 258-93-E
ULI listing Category
Sprinklers. Automatic & Open
Quick Response Sprinkler
ULI Guide Number
VNIV
Temperature Ratings
Spmder Wsx.. Amblert Bull
Clessllicallon Temoeralure
'c .F Temp. Cola
Ordinary 57 135 100'F (38'Q Ora-1ge
Ordinary €l3 155 100'f' (38'Q Red
Intermediale 79 175 15O'f'(66'Q YeIoN
Intermodiate ro 200 15O"F (F.ifl'Q ('":oI'Al!n
High (1l 141 286 225'f'(1D~Q Blue
(I) Not available for recessed sprinklers.
Escutcheon Data
Eso.Jd1eon ~ P4Jsh1Ilrt .A. FIIC2 ofFllililIo
ModS Dinension CelngaWfj
DIrTJeni!ID1
F1 1,2,4 y." ,%N r,: - ,~...
(19mm) (19mm) (f.mn - 24rrm)
F2 1,2.3.4.5,7.8 W' 1" ~" .)(,"
~~ .
(13mm) (25rnrn) -2'l!m1l
GENERAL SPRINKLER
PAGE 05/06
Maintenance
111e Models F1 FR and F1 FR Recessed Sprinklers
should be inspected quarterly and the sprinkler system
maintained in accordance with NFf'A 25. Do not clean
sprinklers with soap and water, ammonia or any other
clean ing flu ids. Re move dust by us ing a soft brush or gen-
tle vacuuming. Remove aITtj sprinkler which has been
painted (other than factory applied) or damaged in any
way, A stock of spare sprinklers should be maintained to
allow quick replacement of damaged or operated sprirr
klers. Prior to installation, sprinklers should be maintained
in the original cartons and packaging until used to mini-
mize the potential for damage to sprinklers that would
cause improper operation or non-operatlon.
Sprinkler Types
Standard Upright
Standard Pendent
Conventional
Sidewall (Vertical, Horizontal HSW1)
Recessed Pendent
Recessed Horizontal Sidewall HSW1
Finishes II) (2l
Standard FIlIshe&
EscutcheOn
Bronze Brass
Chrome Plated Chrome Plated
White Polyester Coated White Painted
. I calIon ~Ishes
kIer Escutcheon
Bright Brass Bright Brass
Black Plated Black Plated
Black Paint Black Paint
Off While Ofl White
Satin Chrome Satin Chrome
(1) Other fin ishes and eel ors are avail able on spe cial or der,
Consult the factory for details,
(2) FM Approval is lim ited to bronze and brass, chrome or black
plated finishes only.
Ordering Information
S~ify:
1, Sprinkler Model
2. Sprinkler Type
3. Orifice Size
4. Deflector Type
5. Temperature Rating
6. Sprinkler Rnish
7, EScutcheon IYp'e
8. Escutcheon Finish (where applicable)
Note: When Model F1 FR Recessed sprinklers are
ordered, the sprinklers and escutcheons are packaged
separately.
The equip menl pre se~ted in this bu! Ie 11!'lls la be In stalled in ae eo~ ~ance wnh the leI est perUnenlShln derclsof lhe NalionalF1re Prolec lion As so ci a lion, Fac IOryMu tuel Re search
Cor pa re tlon, or olherslm i lar or ga nI za IIOflS snd slsowith the pro VI slons 01 gov em men tal codes or or dl nsnces whenever ap pli cs ble.
Prod ~I~ manu factu red and dls trIbuted byRali abla heve been protecting IIfaand prcpartyforover80 years, and ara In stalled and serviced by the moslhlghly qual i lied and rap u lB-
bla1;prn kler con trac tors 10 c:ated tlvcugh O\JIlhe United Stales. Can ads and for eign COU'l fries.
ttlt. ROCl'fJ/od
W p-
"ii.rI~
The ReUable Automatic Sprinkler Co., Inc.
(800)43 1-1586 Sales Offices
(800)8~1 Salss Fax
(914)668-3470 Corporate Offlces
www.raliablel6p~ridar .rom Intemet Address
Revision lines indicate updated or new dala
EG. Printed in u.s.... 12100
PIN9990970027
07/15/2002 15:37 5514849514
GENERAL SPRINKLER
1/111 /1
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PAGE 05/05
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Contractor's Material and Test Certificate for A boveground Piping
PROCEDURE
Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's
representative, All defects shall be corrected and system left in service before contractor's personnel finally leave the job,
A certificate shall be filled out and signed by both representatives, Capies shall be prepared far approving authorities. owners, and
contractor, It is understood the awner's representative's signature in no way prejudices any claim against contractor for faulty material, poar
workmanship. or failure to comply with approving authority's requirements or local ordinances,
PROPERTY NAME CRF=r;:~S\..D.E E-STA-TE T DATE
PROPERTY ADDRESS f' I V E H;\ WK-S AVr:::.8f P(2\OJ<.k100D $T,SE Pi<-IO f2.. J.AftE
ACCEPTED BY APPROVING AUTHORITIES (NAMES) CiTY c:.i="' Pi<-IO IG )...X t::-E
ADDRESS P R-l oR. LA lLE i H N
PLANS ._-~-- ~YES 0
INSTALLATION CONFORMS TO ACCEPTED PLANS NO
EQUIPMENT USED IS APPROVED [g' YES 0 NO
IF NO. EXPLAIN DEVIATIONS
HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS ~ YES o NO
TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE
OF THIS NEW EQUIPMENT?
IF NO. EXPLAIN
INSTRUCTIONS ,
HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: GYES o NO
1, SYSTEM COMPONENTS INSTRUCTIONS [!'j YES o NO
2, CARE AND MAINTENANCE INSTRUCTIONS o YES [J NO
3, NFPA 25 02J' YES o NO
LOCATION SUPPLIES BUILDINGS
OF SYSTEM
YEAR OF ORIFICE TEMPERATURE
MAKE MODEL MANUFACTURE SIZE QUANTITY RATING
tz:e,e.. 1{;1;(; SW I-Fl , l?F.'c Tcoz. y; &;z.c; +t55'"
SPRINKLERS It '\ FI I='IG " II '?'ZO "
ee..,.., f.:;::;J T lJ P i2.. Ie I~ " O,M ':;;0 + I ~-s(.:>
jl -:-' vl<g BBT \I 17/32- -+lO -t2.co
II -, LJPlt Bv~ II y? 20 '(-ZOo
PIPE AND Type of Pipe SA f1 E
FITTINGS Type of Fillings _--8 Sr M.
MAXIMUM TIME TO OPERATE
ALARM ALARM DEVICE THROUGH TEST CONNECTION
VALVE TYPE MAKE MODEL MIN, SEC,
OR FLOW
INDICATOR VA~E. Pc F r<c- \JSIG - S+
DRY VALVE Q,O,D, ._~--
MAKE MODel T SERIAL NO. MAKE T MODEL SERIAL NO,
c. k.."-'T .-z.A:.L A& r N6.vE I
DRY PIPE TIME TO TRIP TIME WATER ALARM
OPERATING THROUGH TEST WATER AIR TRIP POINT REACHED OPERATED
TEST CONNECTION' PRESSURE PRESSURE AIR PRESSURE TEST OUTLET' PROPERLY
MIN, SEC, PSI PSI PSI MIN. SEC, YES NO
Withoul 2.0 'i'~ ~O X
Q,O.D,
With
Q.O.D,
IF NO. EXPLAIN
'MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS OPENED,
.....
OPERATION D PNEUMATIC D ELECTRIC
D HYDRAULIC
I PIPING SUPERVISED DYES D NO 1 DETECTING MEDIA SUPERVISED DYES D NO
DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE DYES D NO
CONTROL STATIONS
0 UGE
PRE CT N IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT IF NO, EXPLAIN
VAL S FOR TESTING
DYES D NO
DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO
MAKE MODEL SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPERATE RELEASE
YES I NO YES I NO MIN. I SEC,
I I I
LOCATION MAKE & SETTING STATIC PRESSURE RESIDUAL PRESSURE flOW RATE
~ & FLOOR MODEL (FLOWING)
RE lNG INLET (PSI) I OUTLET (PSI) INLET (PSI) I OUTLET (PSI) FLOW (GPM)
V EST
I I
I:l.YOBOJHATlC: Hydrostatic lests shall be made at not less than 200 psi (13.6 bars) 101' two hours or 50 psi (3.4 bars)
above static pressure in excess of 150 psi (10,2 bars) for lWa hours. Differential dry-pipe valve clappers shall be lell
TEST open during test to prevent damage, All aboveground piping leakage shall be stopped,
DESCRIPTION PNE.!.LMAI!.C: Establish 40 psi (2,7 bars) air pressure and measure drop, which shall nol exceed 1-1/2 psi (0,1 bars)
in 24 hours, Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall
not exceed 1-1/2 psi (0,1 bars) in 24 hours,
ALL PIPING HYDROSTATICALLY TESTED AT 2.0 V PSI FOR 2. HRS, IF NO. STATE REASON
DRY PIPING PNEUMATICALLY TESTED DYES D NO
EQUIPMENT OPERATES PROPERLY DYES D NO
DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS,
SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS
w~ NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS?
YES D NO
DRAIN I~EADING OF GAGE LOCATED NEA'1~ER I RESIDUAL PRESSURE WITH VA~EST
TESTS TEST SUPPLY TEST CONNECTION: PSI CONNECTION OPEN WIDE PSI
UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS flUSHED BEFORE
CONNECTION MADE TO SPRINKLER PIPING, 8
VERIFIED BY COpy OF THE U FORM NO. 85B D YES D NO EXPLAIN
FLUSHED BY INSTALLER OF UNDER-
GROUND SPRINKLER PIPING D YES D NO
IF POWDER DRIVEN FASTENERS ARE USED IN D YES D NO IF NO, EXPLAIN
CONCRETE. HAS REPRESENTATIVE SAMPLE
TESTING BEEN SATISFACTORILY COMPLETED?
BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED
GASKETS ""O~ E -
WELDED PIPING rst YES D NO
IF YES. ..
DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING ~ YES D NO
PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST
AWS D10,9. LEVELAR-3?
WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS ~YES
QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST D NO
AWS 010.9. LEVEL AR-3?
DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE
WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE [j( YES D NO
THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE
SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED. ~
AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED?
CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO DYES D NO
(DISCS) ENSURE THAT ALL CUTOUTS (DISCS) ARE RETRIEVED?
-
HYDRAULIC NAMEPLATE PROVIDED ~YES IF NO. EXPLAIN
DATA D NO
NAMEPLATE
DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN:
REMARKS
NAME OF SPRINKLER CONTRACTOR