HomeMy WebLinkAboutPermit Building 2006-11-27
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225 FIFfH STREET. SPRINGFiELD, OR 97477 . PH:(541)726-3753 . FAX: (541)726-3689
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City Job Number CCoM. ZOO h - 0 J S <:> S
o I & 2 Family Dwelling or Accessory ~ New Construction
o Multi-Family 0 Addition/ AlterationlReplaceinent
~ Commercial/Industrial 0 TenantImprovement
Job Address qjq ~E'U;5E:' fA)m
- Lot Block . Subdivision
Project Name J-Jol,d1!j /10') /'1l11'1.
Description ofWorkJIocation on premises/special conditions
o I Prollertu Owner
Name _aopuP~ I~
o l ArchitectiDesigneriEngineer _ ~ ,
Name ..J.-. - [) r!lfr Jg=~JVIFIi'l fl€r.HtffLiJeE
Address 17.</1 LliMY U}A</ Occupancy Group(s)
City 'KFX;""DiU;-. State WIJ Zip q&sZ- Const Tvoe(s)
Contact Person f(.;er JEJUSeL> Number of Stories
Phone '125 ZIt,; 0."111'. Fax 425 21t,. OSZ-;
o t Contractor(s)
Contractor's Name
.- ---I iME~ ~'~.c..
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'-
I 0 I Residential.Proiects
Heat Source: . Primary
Water Heater ,. Range
Do you require any of the following for this project?
Over-width or Second Driveway 0 Yes D, No
Temporary Power. 0 Yes 0 No
Notice: All contractors & subcontractors are required to be Iicen~ed with the Construction Contractors Board of the State of Oregon
under provisions ofORS 701 and may be required to be licensed in the iurisdiction where work is being oerformed.
I For Office Use Only 'r':; .
I PLAN CHECK FEE I I RCPT# I,.DATE
Mailing Address "340
CitySrR.\l:)I""IFI E:LD.
'bE<.TU,uP:- A?<::> 'S..,,1'f?lV'
State ()12.. Zip "17477
~ax ,:'9/1 ,,,,, 25'10
. .J-Iover
Phone S1 / PM' 06 / b
Owner Representative --r:""
Phone 51 I ZBY 1':1./10
Fax ';'11 l~~ ?S'lo
o I Allvlicant .
Name 6Jf:f1fl. P, ~
Mailing Address '&JD ~ :ru"-", 'K:r:, 'Su,,,, ?o?
City S?>2.l .-:i.<F,"'-" State D"- Zip' "17Q,,?
Phone :"SlI\ ?iYI /)fail" Fax 5<1/ 74/, P_"ftn
General
Plumbing
Mechanical
Electrical
~ I Commercial/1;'.dustrial Proiects
'Has site. review application been submitted?
121 Yes :0 No 0 N/A .
][so, Name of Planner &,r-.v LM~
Journal Number "J::12c. .?.a:x 0 C l'Y><>- ,,,;,
BUILDING
SPRINGFIELD -
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Date
27
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Demolition
Otber
~Idg No.
'fax MaplTax Lot
Suite No.
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11 & 2 Familu Dwellina
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SQFt
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x $/SQ Ft
Yalue
New Dwelling Area
Garage/Carport Area
Other Structure Area
Total Yalue
I C~mmercialJIndustrial/Multi-Familu
SQ Ft X $/SQ Ft
J
Yalue
Existing Building Area
New Building Area '14 qZ,1
Total Yalue
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Expiration Date Phone #
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Secondary
Energy Path
I BY I
PERMIT
APPLICATION
Shared Drive(T:)lBuilding FormsIBuilding Permit ApplicatiOn 1O-02.doc
City of Springfield
. . Building Permit & Inspection:'Summary
I
11/3012006
12:00:34PM
Job #:
C0M2006-01505
225 Fifth Street
541-726-3753 Phone
541-726-3676 Fax
Project Status:
In Review
Job Address: 919 Krnse Way Springfield
Scope of Work:
Description of Work: 6 story 153 unit hotel- Holiday Inn Hotel
Name
OWN SYCAN B CORP
Owner & Contractor(s)
Address City. State. Zio Phone
840 BELTLINE RD STE 202 SPRINGFIELD OR 97477
Valuation ofProieCt
Occuoancv
Construction Tvoe
Cost Per So Ft SQ Ftt!:
Date
Valuation Calculated Staff
Estimate
Estinuite
$ 1.00
8,000,000.00
$8,000,000.00 2006/11/27
$8,000,000.00
DJB
Descriotion
Fees Paid
Amount Paid Date Paid
./
Receiot #
Plan Review Conun/IndIPublic
Plan Review Fire & Life Safety
Total Amount
$17,056.42
$10,496.26
$27,552.68
11/2712006
11/27/2006
1200600000000001687
1200600000000001687
Plans Reviewed -
Deoartment Received Due Date Comoleted Result Reviewer Comments
Planning Review 11/30/2006 12/0312006
Public. Works Review 11/3012006 . 12/0312006
Fire' Department Review 11/3012006 12/0512006
Structural 'Review 11/30/2006 12/1 012006
Initial Review 11/3012006 ' 12/0212006 11/3012006 APP SKG
Insoections
Insoections Conducted
Comments
Date
.Result
Insoector
'.
,
lofl
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
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. City of Springfield Official Receipt
Development Services Department
Public Works Department
RECEIPT #:
1200600000000001687
Date: 11/27/2006
3: 13:04PM
Paid By
GOPURA LLC
'Item Total:
Check Number Authorization
Received By Batch Number Number How Received
Amount Due
17,056.42
10,496.26
$27,552.68
Job/Journal Number
COM2006-0 1505
COM2006-0 1505
Description
Plan Review Comm/lnd/Public
Plan Review Fire & Life Safety
Payments:
Type of Payment
Check
Amount Paid
djb
1063 '
In Person
Payment Total:
$27,552.68
$27,552.68
cReceintl
Page 1 of 1
11/27/2006
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DATE. TIME
FAX NO. /NAME'
DURATION
PAGE(S)
RESULT
MODE
TRANSMISSION VERIFICATION REPORT
02/21 08: 37 .
97462590
00:02:14
04
OK
STANDARD'
~
TIME 02/21/2007 08:39
NAME CITY OF SPRINGFIELD
FAX 7263676
TEL 7263676
,
BUILDING
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SAFER,
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STRUC:r~S
THROUGH ..
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City of Springfield, Development SeJYices,
CommUnity Services Division
225 Fifth Street
Spnngfield;OR 97477
(541) 726-3759
8:00 am - 5:00 PM' . Monday - Friday
..... . SPECIAL
. '. .
'. '.
.' INSPECTION'
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PRQGRAM'
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'SPRINGFIELD ,
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C!TY OF SPRINGFIELD
" COMMUNITY SERVICES'
DIVISION . . .
CITY OF SPRINGFIELD
SPECIAL IcNSPECTION
SPECIA~ INSPECTIONS AND WHEN
THEY'RE REQUIRED.
A spccfal inspection is the monitoring of the
materials and workmanship which are critical to
the integrity of the building structure. Ma~y
buildings and structures lISe specializcd.mutt:rials
or methods of construction. This is in addition 10
the stamJard inspections pertormed by ()lU" City
inspectors (i.e. foundations, ti'aming, plumbing',
mechanical, ekctrical, insulation, sheetrock"linn!,
elc.
Thc~]s.e of special inspectors is 119t discretiunary.
The Oregon Slructural Specialty Code (OSSC)
Chapter 17, Section 17QC:r lists the conditions when
special i,nspeqors must be used.
Generally special)nspections)nclude: Grading,
excavation, and fili; Pilings; Concrete and
reinforcing; Structuralmo.sonl)', wood, or steel;
Welding; High strength, slip critical, expan.siOll, or'
epoxy tension boiling; Single ply rooting; Spray-
applied ti;'q~rooling; and Smoke control.
What is a'special inspector and who is'
qualified'!
A special inspector is a person who has heen
approved by the building official to pC1'form cerlain
types of inspections, The special. inspector is
reserved for complex installations that reqlliJ~e
highly developed inspection skills, normally a
person-employed by a private tesling laboratory.
<.
The special inspector shall be,a qLlalified 'perSl)1l
who:shall d~monstrate competence, to the .
sati~tfactioll of tile huilding official, for inspectio;l
of th~ particular type of construc~ioll .or operation
requiring special inspe.ction. The ICBO
certitication is j.ecognized by the building official
as having met those requirements. The holder of
the certilicationwiJl have. satisfactorily passed a
written examination, an oral interview, and having
a review or their relevant education and work
"e:~:perjepce. A. list.of jndjvjdllahw!lJ,b~ "
maintained by the City ofSpringtield of those
I-}ersons \\'ho have heenaccepted as spe"cial
inspectors and in wllat partiClllar \lisciplines.t~ey
have been approved, .
WHAT ARE THE RESPONSIBILITIES OF
TilE OWNER, ARCIlITECT, COMMUNITY
SERVICES, SPECIAL INSPECTOR AND
CONTRACTOR?
Till' fJIV!1f'r' The owner, or a person'acting as the
owner's agent shall select a qllalitied spec,ial
inspeCtor and employ them to conduct the req'uired
special inspections,
The Architt'd.' The architect or engineer of record
assists the owner with the selection of a special
inspector. The Archikd or engineer shall specify
types of special inspecti:ms required jn the
construction documents. '
Commllnitll Service.\' Division: The City reviews
the construction documents for complialll:e with
special inspection requirements. The division
approves the special inspeclor and monitors the
special inspector and the inspection activities..
The Contractor: Tn ad~ition to notifying the
Con:lITIunity Services that the work is ready for~
regular inspections,:the'contractor shall notify the
special inspector ~~hen work is ready for special,
inspection. .
. The SDeciallns1!ector.: The special 'inspectoi:
observes all wo~k for which they are responsible
for compliance .with the approved design' drawirigs
and specilic'ation~; identi.tiesnon~conforming work
immediately; provides timely inspection reports on
a regular basis indicating the inspections conducted
and test performed, lists of any noncory1ormity and '
how they were resolved, and any unauthorized
changes by the architecl/engineer;subl11it
discrepancy reports listing unresolved items,
parties notified, times'and melhods; and subl'llits a
finalsigried summar}; report.
If you have .further interest in the program or
would like additional inlormation about spe~ial
inspections, this oJ:f1ce has a copy available of the
ICBO_Special Insp'ector Program Booklet, which
~H1tlines the program requirements in more
complete detail.
,It is the responsibility of the applicant a'nd their
designated representatives to understand when
special inspectio!ls'are, requi,re~. Before a permit.
can be issued, the OWner shall complete, sign and
submit to the City for review and approve the
special inspection and test agreement and schedule.
We encourage the design/conlractor team and
special inspectors to refer, to Oregon Structural
. Specialty Code Chapter 17 and review.the "Special
lrlspections" section. If there are any questions' .
about. the program or the requirements of the
special inspection contact the Development
Services, C.orrimunitY Se'rvices D~vision lor'
clarilicatiolls.
CITY OF SPRINGFIELD
SPECIAL I.NSPECTION
SPECIAL INSPECTIONS AND WHEN
THEY'REREQUlRED.
A special inspection is lhe monitoring of the
Inaterialsand workmanship which are critical to
the integrity of the building structure. - Many
buildings and structures use ,specialized- matt:rials
or niethods of construction. This is' in addition to
the stand~rd inspections performed by our City
inspectors (i.e. foundations, ti"aming, pltll11bing:
inechanical, electrical, insulation, sheet~ock,.tinal,
etc.
The us'e of special inspectors is not discretional)',
The Oregon Structural Specialty Code (aSSe)
Chapler 17, Section. I 7oq.. lists the conditions when
special inspectorSllll1st be used.
Generally special inspections include: Grading,
. excavation, and fill; Pilings; Concrete and
reinforcing; Structural masonry, wood, or steel;
. Welding; High stre'ngt'h, slip. critical, expansion, or
epoxy ten~ion boIling; Singlt:; ,ply rooting; Spray-
applied fj(eprooti,[lg; and'Smoke contra!: - -- . ' "
What'is,aspecial inspector and who i~"
qualified? '. .
\.
A special inspector is a person v.,'ho has been
approved by the building ofjicial to perform certain
types of inspections, The special inspector is
reserved for complex installations tlmtrequire
. highly developed inspection skills, normally a
pers'on employed by a private testing laboratory,
The special inspector shall be,a qualified person
who shall demonstrate competence, to the -
satisfaction of tile building official, for inspection.
of the particular type of construction,or operation
requiring special inspection. The leBO
certification is recognized by the building ofticial
as having met those requirements, rhe holder of .
the certification will have satisfactorily passed a
written examination, an oral interview, and having
a review of lhdr relevant education and work
,: experience., A list.of individuals "-,i.II,be
maintained by the City' of Springfield of thos~
' persons who have been acceptei::l as special, ".
inspectors and in what particular disciplines't,hey
have been approved, .
WHAT ARE THE RESPONSIBILITI.ES OF
'THE OWNER, ARCHITECT, COMMUNITY
SERVICES, SPECIAL INSPECTOR AND'
CONTRACTOR? .
Tlte OIVJler~ The oWI~er, or a person a~ting asJhe
- owner's agent shall select aqualitied special
inspector and employ them to conduct the required
special inspections, '
The Arci,itect~'. The architect or engineer of record
'assists thc-'owner, with the selecti.on ora special
insp~ctoF>~_ Th~ Arch,itect_or .engineershall_~p~ecify
lype-s:ot~ specia1'illspeciiolls required jn the.,
construction documents, '
Commun'Ul1 Servirl.... Division_' The City reviews
the construction documents for compliance with
special inspection requirements, The division
approves the special inspector and monitors the
special inspector and the inspection activities,
. .
Tire Coit/ractor: Tn addition tq notifying the
Community Services that the work is ready for'
,regular inspections, the contractor shal I notify the'
special .inspector 'yhen w(~lI.k is, ready for special
il!spection.
,.The Svecial [IIsveclor:. The special'inspect6r '
observes all work for which they are responsible
for compliance ~ith the approved design drawings
.and specifications; }dentifies, non-_contormin.g work
immediately; provides timely inspection r~p()rts on
a regular basis indicating the inspections conducted
and test performed, lists of any noncol)formity and
how they-,were resolved, and any unauthorized
changes by the' architect/engineer; submit
discrepancy reports listing unresolved items, .
parties notified, times. and methods; and submits a
final sign"cd su.mmary report:.
. -.' '-' " :.-,.
Ify6~ have ~further intere~t in the program or
would like additional information abo~t special
inspections, this office has a copy available of the
ICBO.-Sp'ecial Inspector Program Booklet; which
outlines the program requirements in more
complete detail. .
:it is.the responsibility orlhe applicant and their
designated representatives to understand. when
special inspections'are required, Before a permit.
call_be_issued"the,owner shall'complete; sign' and
submit to the City for revie~v and approve the'
special inspection and test agreement and schedule,
We encourage, the design/contractor team and
specia~ inspectors to refer to Oregon Structural
Specialty Code Chapter 17 and review the "Special
Inspections" section. If there are any questions
about'the program or the requirem'ents of the:
special inspection cpntaet the Development
", Services, Community Services Division for.
clarifications.
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City of Springfield
Community Services Divi.sion
225 Fifth Street
Springfield, OR 97477
Telephone: (541) 726-3759
Fax: (541 )726-3689
C.OlMt OO€> - 0/5 C> S-
Building Permit #
. H->\jday
-z./ZI /07
Date '
9t-q
JVI~
Project TiLle.-
K("~s.e. Way
. Project Address '
..,,-
Special Inspection and Testing'
To applicants of projects requiring special inspection or testing as per Section 1704 ufthe Oregon Structural Specialty Code. Please review the information bel~)\.v. Whe~ Y.Oll have"
linished, acknowledge an ~nderstanding orlhe j.~formatio!1.qy signing ~elO\~, and rettlrn tbis form to the pty. . .
BEFORE A_ PERMIT CAN 'BE ISSUED: The owner or o\vner's representative, on the advice of the responsible P~oj;ct Engineer or Architect, shall ~ompletc:sign; and submit 10 the. .
City for review and approval this form completed 011 both the front and back.
The owner.anJ General Contractor, where applicable"shall also acknowledge the fol1owin!? conditions applicable to Special Inspection andlor ,!,esting,'
>J I. Contractor is responsible for proper notification for the Inspection or Testing ofile.ms listed.
,2. Testing laboratory sl~all takc;appropriatc samples and transport thenl to their laborntory for proper evaluation or testing.
3.
. . Copies of all laboratory rel~o~ts and inspections are'to be sent to the City bYlhe Testing Agency,.
S~eciallnspectio,: Agency ,is to sub-mit names and qua.l~fic~tio~.s of on-site SpecHlllnspe~torst~ the City fOl-"approval.
Special Inspc'ctor s,~i.lll.pr~vide'inspect_ion' rcp.orts to. the buildi.ng ollicialOt' all ip,spection activi~ie~.
CQti.tr~cto]~ i~ respon~itlle tq~~e-i;)e\y,the.City apPl"OVC9pl~n_s !~!" a~~iHollal inspectiqn or testil~g requirem~nts.that Illay'be not_ed.'
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5.
BEFORE A CERTIFICATE'OF OCCUPANCY WILL BE ISSUED: The Special Inspection Agency shall submit to Ihe Building Olliciala statement that all items requiring
inspection have been fulfilled U1]d reported and were to the best of the inspector's knowledge, in confomlance. with the approvcd'plan~, speciticatiollsand applicable workmanship
pl'~ovisions. Those items not lestcd andlor inspectcdshall be noted in the statement. Thereport is to be sllbmit~edtothe City prior to a request fodinal inspections. ' ",'
ACKNOWLEDGEMENTS'
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Owner Nam,e (pj-in~ed) Owner Signature
Gen. Contractor Firm Name (Printed)
General Contractor Signature
Engineer or Architect Firm (Printed) . Engineer or Architect Signature
Special Inspection Agency Name (Printed)
Special Insp. Agency Rep Sign.
Tesling Laboratory Name (Printed) Testing Laboratory Rep. Signature.
Building Oflicial Name (Printed)
Building Official Signature.
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Reinl'orced -~oncretc. Gunite, Grout amI Mortar:
Concrete Gunite Grout Mortar
Prccast/Pn:-saesscd Com:rete:
Piles Post-Tens Pre-;Tens
Cladding.
SMOKE CONTROL:
Leakage testing
Control Veritlcalion
ROOFING:
Insulation installation/R-Value*.
Test strips/seams
Sl'EClAL INSPEcnON AND TESTING SCHEDULE
Aggre.gate'Te'st or Mix Design
Reinforcing Test
Mix Desi,gn-Weig,hmasler Cert.*
R"cin!(lrcing Placement
COlltinuous"8atch Plant Inspect.
Insped Placing
Cast Samnles
Samples (PickulJ/Ddivered)
Compression Test*
Agf,rcgnte Tests
Reinforcing Tests
T cnJon Test.
Mix Desi,gns* .
Reinl()rcing Placement
Insert Placement-
Concrde Batching
Concrete Placement
lnslallation Inspection
Cast Samples
Pick-up Samples
Compression Tests
FIREPROOFING:
Placement inspection
Density tests
Thickness tests
Inspect batching
ADDITIONAL INSRUCTIONS; OTIIER TES1:, & INSPECTIONS:
GRADING: EXCAVATION, AND FILL
Acceptance tests * PSF
Establish final grade
Fill placement inspection/continuous
Soil De~sity
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STRUCTURAL STEELIWELDlNG:
Sample and test,(list specific members below)
Shop material identification (millc'crt).
Weld inspection .~Shop _Field
Ultrasonic inspection _Shop~Fidd
High Strength lJolling-'-___5hop ----,--Field
A32S' --'----N .----:.X
A490 _N _x
Metal deck welding inspection
Reinlo'rcing Steel welding inspection
Reinforcingsteclmill,certilicate
Metal slud welding inspection
Concrete insert weldin'g i.nspect!oll
Moment resisting st~e1 fi'umes
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STRUCTURAL WOOD:
Shear wall nailing inspection
Shear wall anchors
Inspection ofGlu-lam fab. * TIC psi.
Insp,cction ortrussjoist fab.
Sample and test components
rubrication welding of steel accessories
MASONRV .
Special inspection stresses llseJ* - . fm rg
Prel.iminary acceptan'ce t~sls (masonry lInits, wall prisms)
Subsequent tests (lnortar, groUl, tidd wall prisins)
Placement inspectton ofuriits, and rcinforcemenf "
~!fasonry, mortar, gr<?ul, and reinforciJ,lgsted ceJ,.t~fjcates '.
Form Completed bv~'
Date
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'PROVIDE STRENGTH REQUIIHlD'B)' ARCHITECT OR ~;NGINEER OR CONTRACT DOCUMENT LOCATION OF VALUES
COWsoOf' - \)"2.C)-'
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SPECIAL INSPECTION AND TESTiNG SCHEDULE
I Reinforced Concrete. Gunite, Grout and MOrlar:
: . ~oncrete) Gunite.1 Grollt Mortar
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Pn::cast/Pre-stressed Concrete:
. Piles Post-Tens Pi'c7Tens
I
I Aggregate Test of Mix Design-
. I Reinfo'rcing Test
Mix Des(gn-Weighm3ster CerC*
Reinforcing Placement
Continuous Batch Plant Insoect.
Insoect Placing
Cast Sall1~les
Samoles (PickllD/Ddivered)
COllloression Test*
GRADING, EXCAVATION, AND FILL
Acceptance tests *' PSF .
Establish final_grade
Fill placement inspectionlcontinuous
Soil Density' . ,
A~gre,gate Tests
Reinforcing Tests
Tendon Test
I Mix Designs* .
I Reinforcing Placement
I Insert Placement
I Concrete Batching
I Con'erete_Placement
i Installation.1nsoection
. i Cast'Samples,
I Pick-uD S~llnDles .
Comore~sion Tests
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STRUCTURALSTEELAVELDING:
Sample and test (list specific members below)
Shop material identification (mill ccrt).
Weld inspection' ~Shop ~Field
Ultrasonic inspection ~Shop ----,-Field
High Strength Bolting~Shop ------,-Field
A325 ~N _X .
. A490 .~N _X
"Metal deck welding inspection
Reinforcing Steel welding inspection
Reinforcing steel mill certiticate
Metal stud welding inspection
Concrete insert welding inspectjon
. Moment resisting steel ti~ames
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Cladding
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STRUCTURAL WOOD:
. ; Shear wall nailing inspection
Shear wall anchors .
Inspection ofGlu-lam fab. "'. -TIC psi
In'spection of truss joist rab.
Sample.and test components
Fabrication weldirYg-'of steel'access'ories
SMOKE CONTROL:
-- " -~, - -. .
FIREPROOFING:
Leakage testing
Control Verification.
Placement,inspection
Density tests
Thickness tests'
Inspec.t."butc.hing,
MASONRY .
" Sp~dial insp~ction stresses used* . . Pill f' g
Preliminal)' acceptance tests (masonry units,wall prisms)
Subsequ.~nUesls (mortar, groUl, field wall prisllH;)
Placement inspection 'of units, and reinforcement
tv!asolll)', mortar, grout, and refnforcingst,eel certificates..
ROOFING:
Insulntion installntion/R- Value*
Test strips/seams
ADDITIONAL INSRUCTlONS, OTHER TEST, & INSPECTIONS:
For~ Complete'd by:'
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Date
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*PROVIDE STRENGTH REQUIRED BY ARCHITECT OR ENGINEER OR.CONTRACT DOCUMENT LOCATION OF Y ALUES
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Plan Review Comments
QATE: January 24, 2007
,
JOB # Com2006-01505
PROJECT: Holiday Inn Hotel
LOCATED AT: 919 Kruse Way
OWNER: Sycan B Corp
Plan~ submitted for the proposed construction at the abov~, project address have been
reviewed for conformance with the City of Springfield building arid safety codes. The
following list of items requires correCtion, clarification or additional detailing before they
can be approved: . Ii
I) DEFERRED SUBMITTALS:
Deferred submittals are defined as those portions of the design which
are not submitted at the time of the application and which are to be submitted
to the building official within a specified period.
Deferral of any submittal items shall have prior approval of the building official.
The architect or engineer of record shall list the deferred submittals on the
plans and shall submit the deferred submittal documents' for review by the
building official. .
Submittal documents for deferred submittal items shall be submitted to the
architect or engineer of record who shall review them and forward them to the
. building offiCial with a' notation indicating that the deferred submittal
documents have been reviewed and that they have been found to be in
general conformance with the design of the build'ing. The deferred submittal
items shall not be installed until their design and submittal documents have
been approved by the building official. .
A) Exterior light-gage metal stud framing
B) Glazing system
C) Precast panels
D) Prestressed concrete elements
E) Brick panelsl Metal panels
F) Steel stairs
G) Steel joist! wood joist
H) Skylights
."
Yo
,
Provide the anticipated dates when the deferred su~mittals will be delivered.to
comply with Oregon Structural Specialty Code (OSSC) ]06.3.4.2
2) Refer to table on SHEET S] -] for all special ihspection requirements.
3) The' means of egress shall be illuminated at any,time the building is occupied
with lighfhaving intensity of not less than I foot-candle at floor level. Please'
clarify provisions for means of egress illumination. Means of egress shall
comply with OSSC ]006
4) Panic and fire exit hardware shall comply with ()SSC ] 008.].9
5) Exit illumination signage shall comply with OSSC 10]] and ]006
.6) All shafts shall comply with OSSC 707
7) Providelmaintain address numbers in contrastil1g color from the background
positioned plainly visible and legible from the ~treet or road fronting the
property per the Oregon Structural Specialty Code (OSSC) 50].2.
,
8) Exit doors shall be openable from the inside without the use of a key or any
special knowledge or effort. The main exterior door may be permitted to be
equipped with key-operated locking devices from the egress side provided that
the device is readily distinguishable as locked and provided a sign stating
"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS
OCCUPIED" is posted on the.egress side above the main exit door per OSSC
1008.] .8.3.2.
9) Provide the seismic design for the securing of the mechanical units to the
structure.
10) Complete and return the Special Inspection and Testing forms to comply with
OSSC ] 704. .
] ]) Apply for sign permits and demonst;ate compliance with the sign code before
'instaJIing signs. .
]2) Submit the total value of the project with a bre~kout valuation to show the
portion pertaining to the structures aIld the portion for any site work and'
paving (does not need to include landscaping).:
13) Complete an electrical permit application with the original signature of the
supervising electrician with fee calculations before doing any electrical work.
, II.
,
,
ISSUANCE OR GRANTING OF A PERMIT OR APPROV AI; OF PLANS,.
SPECIFICATIONS AND OTHER DATA SHALL NOT BE'CONSTRUED TO BE A
PERMIT FOR, OR APPROVAL OF, ANY VIOLA TIONOF THE BUILDING
SAFETY CODES OR OF ANY OTHER ORDINANCE OF TI-IE CITY OF
SPRINGFIELD. '
ANY CHANGES OR ALTERATIONS made after the dat~ of this review must be
approved by the Building Official. ':
PLANS REVIEWED BY:
NAME
SIGNATURE'
..:, .'~
. .
JOlJRJ'JAL OR JOB NUMBER
NAME OR COMPANY
LOCA nON:
MAP& TAX LOT NUMBER:
DEVELOPMENT TYPE;
CITY OF SPRINGFIELD SYSTEMS DEVELOPi\IEi'lT CHf\RGEWORKSIIEET
COM2006-0] 505
Holiday Inn I-Tote I
919 Kruse Way
1703222006800.6900.7000.7100
153 Rootil Hotel * 6 story . Ij
NEW DVLPD. AREA(Bldg. Footprint)(S.F.):
Total Building (all floors) (SF)
EX]STING DEVELOPED AREA (SF):
TOTAL ]MPERVIOUS SURFACE (S.F.):
25.700.00
94.921.00
]2.792.00
]21.099
c
o
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X,U,
Rooms:
153
!TE:
3]0
Exist. Pavement HE:
LOT SIZE (S.F)
183.023.50
1 STORM DRAINAGE
]MPERVIOUS SQ. FT.
(121,099 S,F,*12792 S.F.(credit for existing pavement)o::108,307 S,F)
108,]07 x $ 0.336 PER SF
TOTAL STORM DRAINAGE SDCI
2_ SANITARY SFWER.r:J1Y(see reverse side)
A. RE]MBURSEMENT COST:
NUMBER OF DFU's
B. IMPROVEMENT COST
NUMBER OF DFU's
1184
1]84
x $ 26.03 PER DFU
,
,
54,250.881
x $ 19.79 PER DFU
'I
TOTAL LOCAL W ASTEW A;TER SDq $
1 TRANSPORTATION
NUMBER OF ROOMS x TRIP RATE x COST PER ADT x NEW TRIP FACTOR .
NEW:
A. REIMBURSEMENT COST
153.00 x ,8.]7
IJ. tMPROVEMENT COST
153.00 x 8.17
EXIST]NG:
A. RE]MBURSEMENT COST
-12.79 x 0
B. IMPROVEMENT COST
-12.79 x
x
$ 19.81
$ 87.39 PER TRIP
x
0.85
NTF
$92,852.621
x
x
$ 19.8]
o
x
$' 87.39
PER TRIP
0.85 i'
NTF
$21,048.29 I
x
PER TRIP
o
NTF
$0.00 ~
x
PER TRIP x 0 NTF $0.00 !
TOTAL TRANSPORTA TlON REIMBURSEMENT SDCI
TOTAL TRANSPORTATlONtMPROVEMENT SDq
TOTAL TRANSPORTATION SDq $ .1 ]3,900.911
4 SANITARY SEWER - MWMC . (Based on Total Building S,F.;AII six floors)
NEW:
A. REIMBURSEMENT COST
, NUMBER OF FEU's 94.92 x
ll. IMPROVEMENT COST:
NUMBER OF FEU's 94.92 . x
$36.391.15
$36391.15
$30,819.52
$23,431.36
$54,250.88,
$21,048.29
$92.852.62 1094
$] 13.900.91
$173.74 PER FE~ $]6,491.571
$],6t6.48 PER FEU $]53,437.901
$0.00 PER FEU $0.001
$0.00 PER FE~ .$0.001
, ($5,552.62)
$5.552.62
EXISTING:
A. RE]MBURSEMENT COST
NUMBER OF FEU's -12.79 x
8. IMPROVEMENT COST:
NUMBER OF FEU's -]2.79' x
MWMC CREDIT IF APPLICABLE (SEE BELOW AND REVERSE)
Total Credit=
TOTAL MWMC REIMBURSEMENT FEEl
TOTAL M. WMCIMPROVEMENT FEEl
MWMC ADM]NISTRAT]VE FEE
I
TOTAL MWMC SDq $ 164.386.86 I
SUBTOTAL (AD_D ITEMS I, 2, 3, & 4) .$368,929.80 I
5. ADMINISTRATIVE FEES'
BASE CHARGE (SUBTOTAL ABOVE)
. ..
$ .
368,929.80 x 5% '$18.446.49
TOTAL TRANSPORTAT]ON ADM1NISTRATION FEf $
. TOTAL SEWER ADMINISTRATION FEE $
Jesse Jones
Civil Engineer, EIT
2/21/2007
DATE
TOTAL SDC CHARGES
$16.491.57
$153.437.90
$10.00
$164.386.86
.
DRAINAGE FIXTURE UNIT (DFU) CAI:.CULA TION TABLE
. NUMBER OF NEW FIXTURES x UNIT EQUIV ALENT ~ DRAINAGE FIXTURE UNITS
(NOTE: FOR REMODELS, CALCULATE ONLY TIlE NET ADDITIONAL FIXTURES)
153 Room Hotel - 6 storv
FIXTURE TYPE
BATHTUB
DRINKING FOUNTAIN
FLOOR DRAIN, FLOOR SINK
. INTERCEPTORS FOR GREASE/OILlSOLlDS/ETC
INTERCEPTORS FOR SAND/AUTO WASWETC
LAUNDRY TUB
CLOTHES W ASHERlMOP SINK
CLOTHES WASHER - 3 OR MORE (EA)
MOBILE HOME PARK TRAP (l PER TRAILER)
RECEPTOR FOR REFRlGERA TOR/WATER STA TIONIETC
RECEPTOR FOR COMMERCIAL SINK! DlSHWASHER/ETC
SHOWER, SINGLE STALL
SHOWER, GANG (NUMBER OF HEADS)
SINK: COMMERCIAL, RESIDENTIAL KITCHEN
SINK: COMMERCtAL BAR
SINK; WASH BASIN/DOUBLE LA V A TORY
SINK: SINGLE LA VATORY/RESIDENTIAL BAR
URINAL, ST ALLIW ALL
TOILET. PUBLIC INSTALLATION
TOILET, PRIVATE INSTALLATION
MtSCELLANEOUS:
NUMllER OF EDU'S'
*EDU (Equivalent Dwelling Unit) isa discharge equivalent to a single familv dwcl1in.g (20 DFU) set at 167 gallons per day
CREDIT CALCULATION TABLE: BASED ON ASSESSED VALUE
IF IMPROVEMENTS OCCURRED AFTER ANNEXATION DATE tN TABLE. CALCUI,.A TE C.REDlTS SEPARATELY
YEAR
ANNEXED
1979 or before
1980
1981
1982
1983
1984
1985
1986 .
1987
1988
1989
1990
1991
RATE PER $1.000
ASSESSED VALUE
YEAR,
ANNEXED
1992
1993 .
1994
1995
1996
1997
1998'
1999
2000
2001
2002
2003
2004
RATE PER $1,000
ASSESSED VALUE
CREDIT FOR PARCEL OR LAND ONLY IF APPLICABLE
IMPROVEMENT (IF AFTER ANNEXATION DATE)
x
x
CREDIT TOTAL
$000
$0.00
I
I
$0.00
"
City of Springfield
Community Services Division
225 Fifth Street
Springfield, OR 97477
Telephone: (54]) 726-3759
Fax: (541) 726-3689
c.ov'\l\'Zoo6- DISOS
Building Permit #
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Project Title
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Project Address (
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Special Inspection and Testing
To applicrmts of proje"cls reCJuiriog special inspecljon .or testing R.S per Secrion ~ 704 ot"the Oregon Structural Specialty Code.
finjshed.. .acknowledge an undcT:)tanding of.the information by signing bdow, .and return lhis fom\ to the City.
Please review Ihe inform"alionbe!ow. When youl1avc
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BEFOR"E A PERl\'1JT CAN ,BE ISSUED: The; owner or owner's representative. on the advke of the responsible Project Engineer or Archirect, sball oompJele. sign, M.d submit lathe
City for review an.d appmvallhis form completed on b,~lll the fmlll and back.
The owner und General Conlractof, wnereapplkable, sh311,al::;o acknuwledge tbe follt;)\\'ing conditions. appJkable to Special' IJ1speGtion BJ:d!ar Testing.
1. Conlrnclor is responsible fOf proper notificntiol1 for Ill(: ~nsp'ecliol1 or Testing ofitemsli:sted.
- 2. Tes:~jng I~boralory shnIltokc apprnprj~l~ samples afld tran~por[ tllem to Iheir laboratory lor proper evalua!ion Of testing.
. Copies ofalilabornlnry r-eporls and insp-eclions are 10 be sent to -the City by the Testing Agency.
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3. Special Inspection Agency .is 10 submit names ,md qual!flc.ations [)fon~sjte Special lnspectms f~ the City fur approval.
4. Special Inspector shfll]. provide inspeclion r.eporlsto the building.otli(:ial of all i[\sp~crjon aClivities:.
5. C~,:h'!st?T_ ics fe~p~~_s~b}::.)o ~yiew !h~_fi~,.n,pproved pl~n~ f9~ ~d~it~onal.in~~pecV9n of_te~ti!)grequir"en~~~ts-,~~~t ~~~~ b~ note~:
BEFORE:A CERTIFICATE OF OCCUPANCY WILL BE ISSUED: The Speciat Inspection A ency shajJ suhmit to the Building Otlici.l. statementlhat all ilem, requiring
inspecliuo ha,..~'been f1J]filledand reporledand were to the best oftne inspector's knm,'ledge, i / fonnancewith Ihe'approved'plans, specifications and applicable wDrkmanship
provisions. Those items: not tested and/or inspected snail be noted in Ihe slatemenl. T fep' 0 be submitted to the City prior toa reo,uest for final inspections.
'-
Engineer or Arc ed)
~
Testing Laboratory Name (Printed)
Engineer or Architecl Signature
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~ctio~ J-\~e.ncy Nlwj,e (Printed)
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Buiiding Ofticia] Name (Printed)
General Contmctor Signahlre
ACKNOWLEDGEMF.NTS
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Owner Name (Printed)
Testing Laboratory Rep. Signature
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Building Official Signature
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. Cil) Clr Springfield '.
.ComniuniIy 80rvii:uDiVisicin
. 21S' Fifth SIt<<1 .
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T. 'Pplicll\ll oj pro]"h requiring sp<ei2\ iMptCliOl1 or Inl;ng ios p..!cOlionI100lurth. Oreallll Slr~clOTDl Spo,iollY CodO.PI;";c ~vi~~ 'l);ci';rom~ii~ni,;,h,W:"Wiitri'you'hI.;e' .
finished. etl<no.,lcdac an ondcrsllll\ding oflhc inrormll"'" by lilnina.b.:lo", ..drcMn!his ra"" CO lhe City.
'''FOIU!: A PiIIMITCAN all.wED: Tho ow...r Dlo\~i.... ~o,:.18li~ on Ihud.iCe.rile rcsponsible?rojecl En&inuror Arcl;i1'l:.I, IhoJI complc'.. lip. and511bmillolllll
City fn, n:viow and 'Jll>""'ot Ihi. rorm coll\lleled on bolh the rfllnlllldbic.k. .. .
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The 0WIlC< and Genc..1 ConlfllCl".llhm~p1i<lble. ~"U afIO.t(luIlJ\i!ulp Ihc' roU.u;"I'~,lllliCIIU Ippllcablc 10 Speciallm,..'i,n endlor TUI.inl.
L C";"c~d"lpon,ibk rnr piaper~li(;<i1ionlotlhe In'~~ia.~r:,jlinll.ru.msfii;..r,.. .' .
1: 'T~'ti..I~llf)' ;t,11I1:sk~~p.,.~illl~'r.iniPtd~~'if..h;pari 11\tin iii IlI<iT'ili~~ilir;~. o"",",I...oi-Ing.
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.l Special Jnspetlion "seney .it I~ ~.b~'I"nQmer'lnd -iujl~'fic"lior\-,' Dfon-Jitc SPccj.lltisp~ctof.l to the Ciry .or approval.
4.Sp<tilllo'P<Clar .holl proVide mtp~OIi" ..,.iil,olhc bllildi;'I'~m,,1I1 or.lI.inspc~;i..'Ii:i;vilicl.
i: Cflnlradori, rClpar1tiblt'to rcvi"~lhe City appmtd pl1nsfor WWlitmlUIlSPcCliDi\ D~)t:lIII)I_~~~t~fs-,~r'~lr_~~ no1M.~'
8I!POIU" CERTIfiCATE OP OCCUPArfC'l WILLBR ISSUED: Th. Sp<<i,lln'pa:lion
inspc.clion h2li"'~ been fuJrilted amJ leporttd and wc.,e la the beSI of Ibe inspcclDC'S 1cn00000ed!:c,
PTo,oisions. lh.osC' i1eml not lesttd antYor inspected shin b~ ngtrd in ',he SIaIe-menl 1 I
cncy ,h,lIlubrllillalh< Buildin& Oo;cial. .Inle"",nllhal all il.ml",qlli,i.&
rnnnan" ,y;llI Il1nppl1lnd pIon., 'p"cifiCllianl and IlIplicable "orlun.nJhip
D be lubmi\1d to the City prtorkl3.requul I'Dr lil1Dl illSpcclionJ.
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ACKNOWLEDGEMENTS
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Ow,;.r. Name (prinled)
. ,41ti'~l~ ~'~
. ^;." ~~Finn (P,i ~d)
TtIling. 'mlnry Nlme (prihled)
telltlng Lnoi....iyRCjl. Sjili.~ljjftf'.' "Ih)lk!in&OInci.IN.Illfe(Pi'ml.~)
a.nen \ C'lHIlnctor,Sian11lln:
~~.PblnN~
'Spetillll11pettion ^gency.'N8nHl(PsiDlcd)'
. . . .
. Sp"ill!nsp.Agcriey ltllJl.$ign.
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Enliliur or Aiiltjrr~dliBnliblie.; .
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City ofSpringlield
Community Servjces Division
225 Fifth Slreet
Springfield, OR 97477
Telephone: (541) 726-3159
Fax: (541}726-3689
qf9
Jilin
Pro jeer Tille
K~,^c:..e. WaV
Projecl Add",... j
Spedal In.pection aod Testing
To ~PJllic'flnts()fproJc'cJ3 requiring 'special impectj[m or t~!Jing R.'O per Seclio.n 1704 (Jt'th.e Orr.g'llfl Struciu.~I.Sped['tlty Code. PJeas.e rerltw Ihe informalion be-!ew. When
you have
finished. .DcknowftdgCill1 understanding Oflhc.informati(]l'\.by !igntflg ~low, "nd n:nml L/Us forl11 (0 1l1e City.. .
BEFOR.E A PERL\"1JT C..\N BE ISSUED'; .The Ol'f'fler or il'l_vncr'.! Tepre~nutive.. on the advice !)fdj.-c rcspDnsible Proje~lEngineeror Ard1irect, shDJloompJere. sign, BfId !mbmjllo'the
City for-n:vj~ aoo ilpproval,this form compkl~d lJn both lhe front and back,
-l'he oWner Uflll Qeneral COnlfactor, \'Ii"nere applic.able,shaJl also acknowledge lne fotlLm'ing ccmditilm.3appJiC3bl~" II) ~pe.cial Impection mdll3r Te,,~ing.
I. Con'racLnr is rt:spofls:ibte"fot pmper nOlifi1:3:fOIJ tor .be lnsp'l:tlion or Testillgofill:!mS\lste-d.
"1" Testing laooralpry shall tllk~ appmpr ialc: snmples alld fransport ttJem to Ifleir laboratory for proper cva.,llJatioQ 0; testing.
· Copies oral! laboratory repor~ and imj)C:tfrDns me .10 be:" Stn~ '0 tile City by Ihe Testing- Agcnc.y~
J. Spec::iill In!lpecllon Ag<<:ncY,is to submi~ RImes 12nd qtlat~fIC~Cion~,ofon-silt: SJlecfal Ill!pcl:tms to the Cily tor appwval.
4. Spcth,llllSptclor ahflll provide il1SpeelilJ" npottsto the lJuilding Qt'fwidiJfall il\S:~eI;tion act~Vi\iCI.
5. C~n"actCIr is respons,'Ilrt:.'to review lhe: Ci[y ~pprovr::d p'.ao'S for ndditiona1 inspc:clLlJnor b:sling requil-tmenfs.'lbat.mi\ybe:: noted.
BRFO RR AtE RTIFlC,\:fE OF OCCU fANCY WI LL liE ISSUED: Tho S pedal In.<pcI:tion
ln5pl:cUOJI ha\1: bcoo fill Iilled and reporled ami were. to th.c. bl:3t of the iD:!:Pedot' s kno",1edge.
provisions.. Those items OOllestedandlor jrulpected shan benah:d in Ihe slalement. T Fe
enq sball s.ubmLI to,the Building Otlicja) a sraternrnl..f!.ut GJI ilemlJ n:tJniri~ .
ronn"~c,e with ll:JC approved plans;, :rpet i ficalions lIIld .2Ippli~bre wmt-.milmb)p "
, 0 tH:: submil~~d to.the City prioTto a. reqttc:'J' tor filJul .nspecllons.
ACKNOWLEDGEMENTS
'~C-A'//C
Ownu NllIDe (Prinred)
General Contrnclor Signature
Engineer Dr Arc
~
Testing Laboratory Name (Printed)
Special Insp. Agency Rep Sign.
Te.ting LahoralDry Rep. SillJlalure
Building Official Name [I',in'ed)
BuHdil\~ Off",i.' Signalure
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Hllilding Penn;l N
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Cil:y ofSpringfiebJ
Cnmmllnity Services Division
225 Flfth Stree I
Springfield, OR' 97411
Telephone: (541) 126-3759
fu: (541) 726-36&9
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Projei:1 Tille
KV",^se. WaY'
ProjeCl Address I
SlledalIn'l'e<-lion 301] Testing
To :lpplkanbot' prnjt'Sts requiring s.pecial TnS"p:t'c!il1l'\ 01 h.-sling L\S SJCrS~c'ii)n \1W oflhe Oregnn Slrul.:\lIfal Specially Code. Pfcme~\iio:l.v 1M infofrnnlilJn be-Imy'. Wlrenyotl
havt
finis~td. ",cMowtedge an IintJ't:ntanding ofthf: j"fmmM1on by .ligning' tk:lo.'oV, lInd rdum Hils fOfm 10 tn'<O City _ .
BK,ORR ,\ 'PEItl\'~11' CAN 11'8 rssuli.:o~ "ffle OWOi:. or OIyne.;:; representative. on lil.~:"ljvire oftht: rt.s!fOmihlt; Proje"t:1 Ertgine-er ur Arcl1trect, ~halj oornFJJe~, sien.
ami suhmi' to lh~
Ci~ for revj~w and approvt'll ibjo;.fQrffi compJded em oolh Iht: ff{mla~ IMck.
Th.~ O\Jnef lltld o.:r11::ral Comraclor, ~,,'bCfC.~ppltcabre. .mallul::1.O ad.nmvkdge !be rulll)wiJlg 1;oodiJiOJ1s iJpplit'-jtlle lo stJectaJ 1Jl:'3~tttmn mtl!lIr T~tin{:"
L Cornraclnr i..o: resp(]m-ihle jiu Jll[]J.'l-tf r,u(jrn:.3lion to< lhc lnspcctiollor T~l!iflg Or;~m$ hOsted.
.1. Te9Ul1g 11IiJollJlmy ~haJl t1).:~ flPPJ(JlJrkJ~ :mmp!u 'Bnd tmmJlrnl ttram to tlldr bbDmtW1 [(If propet ~v~.jl1aliof1, Or ti:s.fug.
.' C[)~ of311hboralmy r"::Port9 and iIl.'pe{'i{)~s arefo b~~J'Jt (Dlhe City hy lhcT~ling A.~ncy"
3. Sp(:l;j~] 111~~tloJ) Agenc.y ,510 stWmit mme-s ::md qUll~~fltati'UIl'i of I1n.site S}1cci;w1 fn:rpl:t.tor3 tD lke City tor 3pprOVDJ.
4. -Spel:liallMpcclor.:;:I1t\H pio"ide: l[]ipecli~Jl rep;otlS Co tbe- building oflklaJ of 9:11 imp~c!ion aaivilia.
-5. Coolract>>ris It.s{IOfI:siflre ID.rt.vlr\'flhc Cityap"nwed plans roT adUilioral inspcdion II Ie.3tirlg t.equilf.lV;nb....mt ma)' be ncttd.
8~JOI\E A.CiR'l'I1lCATIl 0\1 OCCUPANCy Wll,L.llE ISSUED, TheSPeciall~el:\iDll
iMpecliun r..., b<on fitllilfed Mtln:porlcd8llli w<ro Iv tho b..'<>fthe insp<<lo,'dmwledgc, .
prorisiolU. l'm~ i({lm3 00& restE:.d antflor irupected sfusn be rmli:d in the. sl*mcnt.
ci ,ball ,ubinlll~ lite Blli1<1ing Om",,) ast.i<~llhtlldl 10"; r<;iJr;i~
"rrnWICe wUh 111. approved pI""., 'l'ecilicaliols lIIUloppijeoblo wnolononsbip
D lR:subroilml to the CiIy priori.' n:q""'lrorlinUl m,p<cl;OI1'<'
ACKNOWLEDGE.'M:NT8
~Z??//C
Owner Name (Prinled)
~alCOnlr:lGtOf Signabll'~
fr .
- llIli.1 P. ~~~ .Rell Sign.
rc..
Prinll:d)
d) Enginee. or~ SignaJun:
~.
~lOlY Rep. Sjgnalll~
Engine", or A,
~
Tolling Laboral.ry Name (Prinled)
. Buildmg Ofjiti~1 Name (Prinled)
Building Glft,ii! Sil1/llllUre
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SPECfAL INSPECTION AND TESTING SCHEDUUi;
GRADING, EXCAVATiON,ANDFlLL
,/ Ac:r-cpl1lnce'lesf3 t
J ESla.OIish final grade
V/' Fill placemenl i~spectj9n1con t;JlUOU~
r Soil Density
smUCTUlUL STEElIWli:LDfNG:
Sample a.nd tesl f1hl spedfie members ktow}
Shop ntBtcliat idmtitit::ation (mill cefl}
Weld in:gp~cti[}I1 v Shop v Field
UUresoni<:::ins:peclton ~Shop V Field
High Strength Ilolli~g ~IIOP 'v' Field
Anj _VN _X
A~90 N X
Mel&:ll d<<:L:- wddj~g Jils-peciion -
Reillfou:mg Steel """eJding ifl~pecli()n
Reillf.'1r'Cing steel mill cerlilit81-e
tvlefal'stllc weldil1g iMpection
Cnncrelt insert wehling ;nspccfion
M{)m~f1t,re.~j3ting sleef trame..9.
STRUcrUItAL WOOD, ()
She-at\vall,riailing'fnSpeclioh ~g
Shearw~U anchors. =<;'"tl
lr1gpeclion{)fGht~lllm fRV. >+. TIC psi C
fr13:pedioll oftruss joj~t lab_ T
S~mpJe Rnd'k5~ l;QlTlflon~nls U;
Fabricallon wetdj"g_~ofgr~_~~~(:;_~'-'3?rie:t___ ~~- Sff:.c -3 .
. . /'" P/<;17Je> ~ ill
McI~j)lUY ~ q. ~1(-/cA:1/?(I'T[
Spednl insJler.i:ron slressesusedt t'm" t'~'7 .s M
~/'~ l'reJirnintu)' ;u;x::eploI1Ce,h:sls (masonty bhitS, w~lI pri!ms) {;
\(" Subse-que~t !esls (mmt<\f, grout. fidd w131I prl3ms)
----/ PI;tcemefl~ initJe:crinn orunits. al1d reinfoFct:JI1ent
./ Mu~[)nry, morfar, grout, and rein.forcing ste.t:t certifil::a/:oe:s
Reinforced ConCl(te, GUllilc, GrOllt find M01:11I:
Ccmc-rete~. Gunite I - Grout I 1\JIOrlllf,
AUcLI==J:
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I PH", .2'?sVI';:/U I Pre'Tens
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~1egale Tcsl of Mix Oesigri
RcinfoTcin~ Te.<It
Mix DC.:iigrr WeIghmi!ster C~(L-t
IRef nforcfngJ1ac_ClJ1cnl
C[Jt11iollGUjJ Balch PJl1n~ I~pt,;t.
InstJccl P!aciill!
eM! .snmpJ~s _
Snmple:> (r'!ck:1lp/DeUvered)
CompreSSJOIl Te:u.
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ReillJbrcing Trs(s-
Tendon Tesl
Mix De:si~ns." _ -
Jt~inrorci[\g Pltlcem~nt
. fl'lscrt l"Iacelnent
Concrel:: Bah:hine;
==:== ~~j~Cl;in.
l(tdolliJliDB rns-E.e'C~!an
CanS,mph,-,__ .
Pick.hJl S<'IlhpleS.
_ Com)1Jf:5Sion Tests .
-y
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SMO/{E CONTROL:
FlREI'ROOJi1NG:
-~~" ,L~akng~ t.f:Sling~~-"-
Ctmlrol Verific:'Jlion
__PJ~celllent insp>ecj;on
Del13Hy tesh
ThlckncsstesH.
Im.p~c.t bmching
RODFING:
Jnstrlnlian insrnllrtl;onJR-Vahte...
TeSI slrip.lh:eam..s
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ADDlTroNAL tNSRUCTlONS, OTHER TEST, & INS)'ECTioNS:
SE-e 51,1 OF CoNTl4q f>r,IlG~ Pol-. jlL-'--
D4A1f;(/..4L ~ IN SPI:' C17o() !f...e UiJ l/..lftfNTJ ,
MA5?fo)/I..'f fl:.Euu!/h"tIlffV1Si-lSifiJ :~,rJ F~,p:J['cr SPlOc,urATI<7t". /!I'll) ';;PfCIF/c Af.c/4. Otr,qf{,$_
'?ROVIDE Sl'R~NCTH REQur~ED BY ARCIlITECT on ENCINEER OR CONTRAcT POCUMENT LOCATION OFVALVES
Fonn Completed by: Dei.t;:.~ L.1(5~ Dolo 2/2-2/07
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" Date
fJlUmblna fJermit rees
. 2; IAreadrains
J (5=1. Testable backflow prevention devices (oiher than atmospheric vacuum breakers)
I q ~ Baihtubs
I ~ Bidets
I I L
/i; Cloihes washers
/./ Dental units or cuspidors
./ / IDrinking fountains
/ ~ 'L / Floor drains.
I 0 I Hose bibbs or sill cocks
I I !Interceptors
'/.;"----- L~undry tubs
/-:-t'T nf Receptors "
I ----------I Solar collectors
I S1 Showers
I iCc"ZfJ Sinks
I ~- Trough drains
../ I.f
I / ,,5" Water closets
I ../
II
10 0/0'1- .
Address
q /1 /{rlJ>c- LJ~(
Job#' c~-()(rOS
I/>b'f
'./ '!-/("
I J'f 0
IF~otage of Storm Sewer
Footage' of Sanitary Sewer
Footage of Water line.
Catch basins
Urinals
1
Water Heaters
IW~ter slorag; tanks
/ ~ Ll
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\ +- '?:>
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Storm.
3'1,/11
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February 6, 2007
To: Holidaflnn Design Team
Re: Plumbing Plan Review
1. Proposed use of existing sanitary sewer does not meet code. Sheet C3 shows
reusing the existing 8 inch sanitary sewer pipe with a slope of .5% (1116 inch per
foot) to serve building. Sheet PI lists total building sanitary load of 1101 fixtures
units confirmed by this office. Code requires a minimum loading of 1500 fixture
. units on 8 inch sanitary sewer pipe with 1/16 inch per foot slope (717 & Table 7-8
,
OPSC). Please submit revised sanitary sewer design plans.
2. Conflict with storm sewerldrain pipe sizing. Sheet:'C3 shows 3 inch storm sewer
pipes connecting to building storm drains in multiple locations. Sheet PI shows 4
inch minimum storm drain pipes stubbed out ofthe,'building. Please resolve
conflict and submit corrected plans. i'
3. Conflict with domestic water pipe sizing. . Sheet C3: shows a 3 inch water meter
and 4 inch cold water,pipe serving the building. Sheet P'1 shows a 6 inch cold
water pipe stubbed out of the building. The 3 inch water meter size meets code,
the 4 inch and 6 inch cold water pipe size exceeds code. Please resolve conflict
and submit corrected plans.
4. Kitchen area ceiling shown on sheet P2.2 is _subject.to piping protection methods
described in section 318 of the OPSe. Please respond with design plans or
statement.
5. More infonnation needed for laundry area trench drain shown on sheet P3.1.
Approved and listed receptors are required for all clothes washers per 301.1.1 of
the OPSe. Please submit manufacturer's installation instructions and listings for
complete trench drain/receptor.
6. Elevator sump pumps may be requited. Please respond with design plans or
. ,
statement. . .
7. Undersized cold water supply to water closets. Sheet P3.0 and P3.1 shows a Y.
inch water pipe supplying each I inch water closet flush.valve. Piping supplying
a fltishometervalve shall not be less in size than the valve inlet (610.10 OPSe).
Please submit corrected plans.
Sincerely,
Steve Graham
Plumbing Inspector
City of Springfield .
225 Fifth Street
Springfield, Oregon 97477
541-726-3665
541-726-3676 Fax
sgraham@ci.springfield.or.us
. .
OCCUPANCy.Holidav Inn
ADDRESS 919 Kruse Wav
INSPECTION
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Person Contacted [Print] .
Received By [Sign]
-'
4150110 Page 1 of 5
NC, Plan Review
Visit # 1 Due Date
01/27/2007
Location Phone
I Hours I
I Minutes I
REGULAR INSPECTION
1" Reinspection
2"' Reinspection
REFERRED TO FIRE MARSHALL
Outside Visual Inspection
525.00
560.00/hr.
REINSPECTION TO VERIFY COMPLIANCE I CORRECTION WILL BE DONE ON OR ABOUT [Date !lue]
Unknown I Alarm System Present
Knox Box Location I
Extinguisher in each unit
Sprinkler Type I Unknown
I Properly Use 1449 Hotel/motel, comm
I Occu Class
Inspectors
Gilbert Gordon
ShiltlStation
Date
~ LOCATION I COMMENTS
NC. Plan Review COmments/DeficitfflH~1\" FOR EXPLANATION)
o Building 01000 ADMINISTRATION
,....lcHlS ntWlew. nOll(l~Y Inn 0 5lOry, I :J"_.!:!!l!L[lOIel...\JOD.if\.....V~uo-u I ouo. t'"'lans revlewea unaer LUU4
OrAnnn Strll"t",,,1 SnAr.j"ltv GndA-(?OO:-\.I'ltArn"tinn,,"RlliJdinn r.illiA.wilh ?OOd St"tA nf OrAnnn
amendments _and !e?!}la.,yJ.D..Q~~RYf~~'l1..Ej~9f:QE\ll.!;.1-~rJd}~4:fEti~fieJ5l Fire C~de (2003
1",~",~"v,,~I, "~r?'~(-5,{!'(\~NB1D"VU'qt:s~ 7;Si7i~~~~,JT~,,1v1
Occupancy Classifl'1:MQ$~'~lZ:"lst floor restalfran!;-Iounge and lobbYi,R;'1: 2nd through 6th floor rooms.
l-} --- --.II..... /:----~~"""""....-.... ..-..... II I
r"'....C'trllf"ti.....n T~/r~9. 1~+H....~fr~_LA~ ').......I~3h.a:+"'.fl..........rc:.-T~'ro.lt__C....t\lo"'\+op (\r:o~:,l~....,e i.....-4i.....':>+':a-ibo
building is to be ~pri~klered merti!:'9'~FPA~1:3jiMQ,@JdS fh~0Ij9J10\lt II I
Sauarefootaaesl1\ ) ~X'R ~/ \ II j
~s~(g~~~n?), i~o~\ 41\~06 / '1'::()}13 ~ '\(l . ,.., \ III
3~d~f:;0-r~14:6-g3 \1 t (((l~)O 1'-t-5 \ ,'H> ~ <l J II
4tnllOor: 14,tlU~i \.\\ \~ 1r'l~ ~~.J H -L,,-'j I f I
. J;th fl..........r 1.d ~n~. -\ u.-- // ~~ " .
6th floor 14,603 \\\ \ ~ U~ l II j
Total: 94.921 sauar~f~~t V/~. ",-."'0 II I
\\\ ~ (A;),~ 11/
I
~I
I
I
I
1 ~I(e \ \ \ ,a''lUUU.U IYIISC,_v.IOlallon ~~' //!
1 AnnrnvAn vAhir.lp. :=Jr.r.p's~,fhr f;rAJinh.tifln ~h:=J1I hp. nrnvirJAd't0.illl:"~f'!n~tnJr.tif'ln or r:lp.molitif'ln l:.itAI:. VAhirdA
. \.,-".,.\..., "-/I~~ . ~...../.... ~.',.J., ..
access shall be provided wlthln'\1 OOceetoft~mp'oraryioropermanent'flre/departmenf connections: Vehicle
'''' "'I:.'.~' /1./,,-.. .L.UJ,..\.,-,,'S..--.. ,-f;"--L' /" ., .....'
........................ .....1<;..,1 .)v /""'.....~,...v..... 1 ....\.III::;:'I~~O;;;'ll,I".....,Q., VhlI"':Q""Q"O"\_'V~"4b:""Qt-!a 10 VI <:>UPPVI\ll'~ "'01111..010 IUQ\HII~
(80,000 Ibs) tinder all weather'cond'ifions.Vehicle/aEC~~s shall"b~niainfained unfil permanent fire
apparatus access roads are available'(2004 Springfield Fire'Code 1410.1).
- -- "'.~::--- II' .V"./. /' /'
" wlLIIiOO I ""tvvv:u Vll~v." IUlctllVI v
2A d Iff' .....,"-.t/// I
. n aporove water StiDD y or Ire profectlon"eltler.temoorarv or nerm"nAnt ~h" I be "v"il"bIA 'IS soon
as combustible material arrives on site (SFC1'4~2:1)/ .
Xv
The Item(s) noted are in violation of the Springfield Fire Code. This is an official notice of violatlons(s) requiring correction. Failure to comply
wlth.these requirements may lead to legal action. The inspection is Intended for your safety and the safety of the citizens of Springfield.
Your cooperation Is greatly appreciated. For more information concerning this Inspection call 726-2296. FD-46 Rev 3106
IFC'
'. '605.5
605.6
605.3
'605.1
'.605.4
1008.1.8
1008.1.8.3
1027 .
1027.5
1026.3; 1011.2
1006
1006.1
906.1,906.3
906.5; 906.9
906.6
906.2
906.5
,"{jrr.o:, ,.. !o:.,\j
508.5.4
901.6
904.11.6.4
901.5; 901.6
901.6
903.4 :",:
107.4
703.2
703.1.
507.1; 703.1
3404.3.4.4
3404.3.4
3404.3.1.1
3404.3.4.2
3403.5; 2703.5
3404.3.3.3
3405.2.4
3t)4.3.1
904.11.6.3
304.3.2
3807.3
1019.1.5
315.2; 504.1
31S.2.1
315.2.1
31S.2.3
lS04.1.2.5 .
310.3; 310.5
S05.1
S03.4
3003.2.1;.
3004.1
lS03.2.2
2703.9.8
Discontinue use of extension cords in lieu of permanent wiring.
Each outlet box shallha,ve,a cover faceplate or fixture'canopy:
Maintain 36 inc~es clearance in front of electrical panel.
Maintain',wirin{fi~ good c!)I;dition and protect from damage.
I Discontinue !Jse pfn~n:!lPproved multi-plug adapters.
[EXITS" .....
I Remove uriiIPpro've'd locks or latches from exit doors.
I Unlock all exit doors during business hours.
I Remove obstructions from exits, aisles, corridors, and stairways.
I Repair or maintain exit door and hardware tq operate properly.
. I EXIT LIGHTING
I Maintain lighting for exit signs.
I Provide lighting for corridors. stairWays, and exterior stairways.
I ~xits_shall be iIIumllJated at all times the building is occupied.
I FIRE EXTINGUISHERS
I Provide extinguishers of minimum rating,
1 Mount extingu,isher where'readily available, with top nol higher Ihan 5 feet.
l. Post signs indicating location where extinguishers are not readily visible.
I Servic~,an.d tag each extinguisher annually and after use.
. r Mitintaln clear access to extinguisher at all times.
< t FIRE PROTECTION AND ALARM SYSTEMS
I Maintain access to and operation of standplpes,fire hose, sprinkler valvesand,fire hydrants.
I Sprinkler system impaired-RFM.
Insp~ct and service'hood ar:td duct extinguishing system over cooking equipmen~ every 6 months. .~,nt '.: .1 ~ ~~:,;',,"'J! 'J.
Provide and maintain smoke detectors'in proper operating condition:
Alarm system impaired-RFM.
f...', 'E-6'::''' Sprinkler valves NOT in an open position-RFM,
Pull station not accessible, blocked. , :."" - -, "~:., :,:;< c', P'.J~ ',. -17;, j.~~ t- " :,'f4.j.... ..)\.-.1 1.:'" ~j
FIRE SEPARATIONS .. .... ,u" '_".' ..."... , ._ .'.....-'
Remove ob~tructions from fjre d.o_o~ ~nd~ai~tairi. to ope~ate-p'r~~rlY.:_ ~. , . __ ..,~...s. ,.._ .,-,-'
Se~luriapprciv~~_opentngs,wjt~)pp.ro\ied inate~ial.:. :.: :: '_',' _ ~ ...; '.i~ '~;" '.. ,\ ,., -- . _ ~. _",...~. _,.. .\:.' _. '.1':'_:,,-,
r ,K~ep~~lcacces~andscu~le~peni.ng~~losed., _ "~''';'.i" .... .... ,,~ ......,;,.._1 ..._,... .+.~''"' .. ,~.,.,~
FLAMMABl.EUQUIDS'. '. .'1... '_~";, ,.: -, t ~;1-d........ ~~_,!
Storage ii, excess of 10 gallons Class I, II or 1II.A liquids used for maintenance and operation shall be stored in an approved storage cabinet.
,~."G-2. 'd' ,q~tt..s~~~~g~.a.l'!~ display o( CI~ss..l, \1 ~r,Ill:A_nquid~;t9 all.owaW~;q~a~titi~s. 1.-,1l ._.' . \, ."" ;. .,'. ."' l:"J:j'IV .lfl.; ',t:
G73.~ .R~.lfIoveliqui~s,not~~oredinapprovedc.ontainf!!r~..., '-, :." :1,,;"':)1, , ~ ,If -.':., -~~;I nt,i~.:~ ":~ 1Hi.-
Remove flammable liquids not used for/maintenance in assembly.buildings,~o"ices, apartments or m'otels::,. I K: ,.,:,~ nr,I'}lil ,J
Provide approved warning signs. Provide approved placard for aboveground tank(s).
Store liquids away from corridors. aisles, stairways and exit areas.
Discontinue dispensing from containers exceeding 5 gallons or provide pump-taking suction frondop:. . H \, " \; );11 'G JJi ~ ,
HOUSEKEEPING
Materials prone to spontaneous Ignition shall be stored in a, metal container with a lid. Dispose daily.
Clean grease filters and hood duct system over cooking appliance.
I Waste containers exceeding 40 gallons shall be noncombustible'and provided with a lid.
I Maintain 10 feet clearance to combustible r:n~terlals from LPG tanks.
STORAGE
V.lolatlbn
. A.
'A.l
A.2
A.3
A-4
A,5
B.
."B.l
B.2
B.3
B-4
C.
C.l
C,2
C.3
O.
0.1
0.2
0-3'
'0-4
O.S
'j,'HEN.
E.'
E.2
E.3
E-4.
E:S,
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1-6,
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Description
ELECTRICAL
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F.l
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F.3
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G.l
G-4
G,S
G-6
G-7
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H'2
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Remove storage from under stairways.
Arrange storage in orderly manner and provide for exiting and flre.~ep'a'1~~!l~,access.
Remove,storag~ to 18 Inches below level.of spripkler (~6 i.r~c~~s for storage pile.d over 12 f~t ~igh).. . I .,
, Reduce'_st.orag~' height to_'at I~~s~ 2 teet~elo~ 'cell~ng. - . . . . "..'.J_
B9Uer, mecha'nical'and el~ct~iCaI panel.rooms.~hallnot ~e'usedfcir ~torag~. . " , , .1' ','" ,,,. _' ,! lr '.
:.; )hjmov~storage:pr ~9f!1b'u.stible, ma~erials.-'wlthi~,3fee! o~ spray,bo.o~h.' \,' "',r ,:;1 1..'. ,'..' -:'1' 'I,: , - ',,.,., . _..~: l~: t"~ C1-"
MISCELLANEOUS fi :.~!,,\, ., l,~~.:t":ll~,' ,- '~'-,f': 't'" ":. ,':.. ~l.',.:J . -, ,~. 1'1:' ,~;,i~'J ,.....~
Post and enforce No Smoking signs. ~ " ,J' t
.Provide. add!.e~~ in such a positi~n .a~ to b~visl~le .and' l~gi~le, fr~ri\ !~~ stree! f~~tl~g pr9P~rty.. __ ,~, ,..1 I
Remove'obstructions a'nd provide access in fife lanes. .. ~ q.' -\ ''';'\, ,,-.,' '-'__. '., ...~'-. I. ,... ~......, " '" .l,. ........~...
Secure all compressed gas cylinder~ In upright position with name of product: Compressed gas conta.iner markings shall be visible from
any direction of approach.
No welding, open flame or spark producing equipm~nt within 20 feet of spray booth.
Separation of incompatible materials.
OTHER
__ r .t
.'
Person Contacted [Print]
Received By [Sign]
4750110 Page 2 01 5
NC, Plan Review
Visit # 1 Due Date
01/27/2007
Loca~ion Phone
OCCUPANCY Holidav Inn
ADORES1=' 919 Kruse Wav
INSPECTION
.
I Hours I
. I Minutes
REGULAR INSPECTION
,18t Reinspection
2"' Reinspection
REFERRED TO FIRE MARSHALL
Outside Visual Inspection
S25.00
S60.00/hr.
REINSPECTION TO VERIFY COMPLIANCE / CORRECTION WILL BE DONE ON ORABOUT [Date Due]
Unknown I Alarm System Present
Knox Box Location I
Extinguisher in each unit
Sprinkler Type I Unknown
I Property Use 1449 HoteUmotel, comm
I Occu Class
Inspectors
Gilbert Gordon
Shift/Station
Date
~~ LOCATION I COMMENTS
NC PI R" C' t 10 fi . (SEE BACK FOR EXPLANATION)
. an eVlew ommen s e IClenCles
3 Site 14000.0 Misc. Violation
~. I"rOVloe a consrrucllon me saTety plan meeTlOg,me,reqUlremems aT ,UU4 ::'pnngnelo rlre l-ooe l-napter
1.4 ~nrl~tinn~1 t=irA Prntpr.ti.nn~r;til'ln.rl.acumpnt'r\II:::PA?~1-~~fpn!l~rrlinn rnnc;:,trlldion Altp.r~tinn
and Demolition Operations"for-review'ana.app.roval;bYISprmgfield:F-ire-Marshals Office.
-" "~___ _"'-l\ 1~ ,L--,Ill-......fl fro., r-- ___......... "
4d~.BnU::~~i~;th9 bgff"~d~~\~'i,)~\lh~~~IIOF~~sl.~I~~d~~~~nh~~:!L~I~~f'f.~t':~'t~' ::. ~~ '-:-:h":: 40
epartment use. r ,€l staT\. 81pelS s_ a, e;L~t~_e ~n.t~P!ogress.J? con;;!yc Ion IS not more t an
TeEl< 10 nelgm aoove me lowest leVel~T me ~pal1m~Laccessr::,ucn stanoPIPels~al1 De provloeo wltn me
rl~m~rtmj:::mt hn~A\~r.0IJnpr.tinn~ ~r-~r.rA~~~til).n~'B~i~.r.A,"t}rU1~~hIA ~t~ir~ S;JJr.h ~t~nrlnjnA~ ~h~1I hA
ext~nded a~ con~tr\.J~~~n P!0~r;!sses't~}jth1n""'o~ffloo~~tge"high\st point 01, qorstruction having secured
~cvC~",,,~, "v~'''''' ,s. ~ 1~1~./,). J!,J_~ '"'" /( 'fi \ ' 1 !
. III - 'I. "t',c~J,.....4 /.-:1) , I
J;, II.n..d.e.tg.rnllnt't ~jr~ J. in~.. Bee;; Qn1...FiA'::J:irA'lino - _ r-'1 ~ .
5 Th' . t d'II' d f'rCl.~'\l':::'I\'t "/ivd t'd h"( 'l\.}1 t 1\ I . ( th S . f'ld
. e prlva e un ~rgr.oun , ,1[!l:lne1t.~n;sl,e, y ran an _ot .~~ppyrt<;l~an egu.'p.ment past e pring Ie
ulImy coato vvater-lJ)epartmenl~vOnneGHQn,anq1Pa~o~ p~"emer vawe) !:iT1cUl De mspecteo, teSleo anu
aooroved bv the Sqrfp~field Fire Mar~K-~I's' Qfiife,in.accordance with ,NFPA 241oiior to the commencement
of combustible consthJction. Contact Dep.utY Fire Marsnal"G,Ibert Gordon, 541'-7'26-2293. for pressure
;~~~;i~~~;~~~;:-~i;~'~~J~;r;;;;;t;..-ttf;)';'~:C'~f~~r;;~;;~;; I "JIl/-' ;1" ";";"",,,, ~(fv..
6 Building _ \\ \ ' (0505~1 -<d,dr~s R~quired~ / / /
u. \,JUVt:::1 vllt:::t:l M-U.U, l...:Jtmt:!Ii:l1 l'IIOlt:!/H I U ::iol~le~j-.t:;I.UVIUe uuuu1ng aooress on eXTerior Tace OT DUltOmg.
Letters and/or numerals'to 'b'e,6 incheslhiqh minimum." The'adar~ss nGri1b~rs shall be in contrastinn color
from the background positione'd-f,lai.rjW,o{jsil:i.Le ,!Qd Illgi~e,fforii~he slree(or road fronting the property (2004
"'.-----.~t-..,'..--' ~j)eeialt.'Ce-ae .".,~ _i_,",.-,,,,,,Jpc',,_ -'''''I:i'Firc/Codc 505 1) ~"".-- ...". ~r'-- ."-1" ~,--
~~.....,--,....'-""'....(,.... 1., ,."'(c,",....~.....~j)___I-...":j"""':,,/ .' ...........,........,.f'TT.......t"".~.,........:I,',......
Marshals Office on exact placem,ent'apd visibility" [fc\\J / ,// / .
7 Building ~Ft.906 Provide fire extinguishers -
,,- -I '\...A.A-~ .... .....,.....'... "... 'J"'1)z1l16Be'" ... ..
f. ......vvc. .., ,,;,,:;;;;~ r\-V,V, >.,.jclIClat ,,,v~'C' Tt I h.~\o.lC~" tc- IV'" ~\ -, -. 'no O^lH'~U''='''Ct III lC....C';::..::>C\..l allY I
semi-recessed cabinets oer 3.000 square feet-of floor-area'" Maximum travel distance shall be 75 feet to an
::~~~_U~:h:.'~ Mo~~t t~~ ~~:::.i~~u~sher^ @ 54 inc~e~~bove \f~~.is~ed ~~C:~r ma~.:' Ihe fi~e :xti~~u~s~er,::binet I
.~~~L.." ... _ eRenn ".. . ._.._ _.._ets . _ 2.2 thro~gR ,- 2.13. . .111 .en!, __m"l1~n_3-WlL _."r...;;fkl.. r.._ Code I
section 906 on inspection.
The item(s) noted are in violation of the Springfield Fire Code. This Is an official notice of vlolatlons(s) requiring correction. Failure to comply
with these requirements may lead to legal action. The Inspection is intended for your safety and the safety of the citizens of Springfield.
Your cooperation Is greatly appreciated. For more information concerning this Inspection call 726-2296. FD46 Rev 3/06
~~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
.IFC .'
605.5
605.6
605.3
605.1
. 605.4
1008.1.8.
1008.1.8.3
1027"
1027.5
1026.3; 1011.2
1006
1006.1
906.1-906.3
906.5; 906.9
906.6
906.2
.906.5
Violation
A.
A,1
A-2
A-3
A-4
A-5
B.
B-1
B-2
B.3
B-4
C.
C-l
C.2
C.3
O.
0-1
0-2
0.3.
0-4
0.5
'i..k'-) ,:- :0;:;\1;~ t.:e.":.
E-l Maintain ac~es!? to and operation of stal)dpipes, fire_hose, sp_rinkler valves ~nd fire hydrants.
E-2 Sprinkler system impalred-RFM.
E-3 Inspect ~nd service hood and duct extinguishing system over cooking equipment every 6 months. r.. v. T.",!' .":;I,r'lin
E-4 Provide and mainla_in smoke detectors'in proper operating condition.
I. _ E-5 _ Alarm system"impalred-RFM.
""4;'" ~""~'!E.Ef'" Sprinkler' valves Nor in an open position-RFM.
E.7 Pull station not accessible, blocked.
E FIRE SEPARATIONS
F~1 Remove_o~stru.ctions fro'!1 fir~.~oD~ and maintaiil'-to Clperate. prop'erly:- .....'r...q..'
"J"F-2 'Sea! u_riappf6ved:.6'penjHg's.~ith'app.rove~, materiaC; ~ :',,'; '" .:~" '.." .' i . 1\ ~ :.,''' ~~ :~..:.~~' ~ '/: ;:';:~ _ ..,".-'.:: .. ..
. F.3 .. Keepatticacces~ ~nd:scjJttl~ oPenin9s ,!<is~.d, '.... . . .
G. FLAMMABLELIQUloS'
3404.3.4.4 G-1 Storage in excess of 10 gallons Class I,ll or III-A liquids'used for ~airitenance and b'peration shall be stored in a~ approved stoiige 'cabinet.~ '
3404.3.4 t.):"G~2 Limit storage and display of Chiss'l, II or III~A Iiquids-toiallo~abl.e-quaritities, : ... }; ,.." ,,~. ; i "i . L' ..-\
3404.3,1.1 \1 11'~'G!.J '1 IRemoveliq~i~~'riotst(lredinappiov~d;cOQtaine;rS. '. ,-., ~.. t' . ,,' '.' :.'. I .. J, ""qI7_~":
3404,3.4,2 : -: '" G74' ',1 "~erno~e tlarimlable Iiquidsj~ot used f.o(riiain.t!n~n~~"i.ri a~ser1jbJy'~uildirig~;offices,apa.rtments or'motel~, .l..
3403.5; 2703.5 ~ _ ., '~' _G~5' ~r9v~jjtfapproy~dwamingsigns. p:r.ovii:l.e,,~pp'~ove,d 'pla~<!~.tor,C1bov~'grt;l'~n~~i1k(s):. ~ . _1........ ..J~
3404.3.3.3 "G-6u-' Store'liquids away'from corridors, aisles; stairWays'and exit areas. I -', '\ l~ .. "'..'..... 1
3405.2.4 G.7 I Discontinue dIspensing from containers exceeding 5 ga!lons 9~r provi~e.p~'!IP-~aking suction from top". .
H. I ~oUSEK~EPING ...
.~;~. H:1~'" I ~aterials'pror'-e'to ~P9iitaneous'ignition'shall be'sto'red:in-~ metal coritairierwith a lid, Dispos~~aily, 'It'
H-2 ~ CI~an g-re~s! fitt~~ an~'ho9.~ duct sy~~~ 2v~er cfJo~ii1g 'appl.iance:" ~~' ..:;_ _" '_ _,
, ~:3':' : ~~~le con!ail;e"".eiice~ding'4O 9all<ins..sh~lIbe. nonco)11buslible.and Rrovi~ed-,!ilh_alid.~
~f!-4, -'j )~aint~in~l5> fe,eLclearance-to c,ombustibl(~_a.terials"fro~LPG ta~.k~.~,' - .' h ... 1 '
I. STORAGE
1-1 Remove storage from under stairways,
1-2 ~r~ange .sto,rage in j)rderly mann~r ~nd provide'.(or'exitirig'and. fire' dep~rt[lie~~ ~~ces~..... . ..
'1-3.;:, ": R~h)~v~ stqr~g~ !o.,18 i~i:~e~ belop !E!Vl~1 ~qf !iprink!er (3_6 inc~e~,fl)!.~t~rag~ piled,oye!'.12 feet hlgh)"I_', ....\
~H, .~ .:1-:4_.._ :fl~~!J.~e,s!~rage.'~eigh-'Jq~tleas~~feet~e!o~ceilirig, l.~, ....t,j 't -.._" :~"T""","-U""!" .Ie ....., "~
.-1 ," L ~1~.5' :. ,,~oi.l~r.\m.ech~nical and:elect!.ical,p~nel. rooms sha!II'!.'?t.b~,used.for;.storage; . ,~~ f .~t. . -. ~ .....1. : ~h.,., "', ,r':(
1-6 ~ 'Remove storage or combustible materials within 3 feet of spray booth'l 1. '. :.: - :,. "_:_.., .' i ~ II" ~:: ~l,'i; n .....:~ (I - , - "I ~
J, MISCELLANEOUS .' . H',. . J ,',i.t'-_.' ,'"' i
~::1 P9st and e.n~orce ~o, S[I~king ~igp~"l ., _' . . .. t '.i. I . .1' "," r,
'.r> ~,: ~_J.~2 l, r~ ,~r9_vi.de addr~s's.!~ ~u~ a po~!t.ion a,~ to .ge vistble ~n~ !egible!r~m the-~tr~!.fr!l,nti!1g p.rqp,erty.~+ .;", ,;...j" . . ,_. '\ ~, ....:~ ...
'j' ~.J 1 - ,~-~. t. f~.~~ove ~~~~~~.Il:ti~~s an.d p',"?vi_~~. ~.c.c~~~)~ f!r~.Iane~, - ,~,'"\" ~.;' -:,' "'_' ~. Ill. n ,,; .' 01'..'. -_t :,.1 III. ... l., Il'T '-. .t~. ,
r>. 1- - ~::4. "I ~e,~~.re ~JI,compress~~g~s,~vlir~~rs ~~!..up"rig~U~os.ition wit~;~ameC!fprodu'ct. Compres~~d g{ls con~_in~~ ~a~kings,~hall b_~..~isible from
I any direction of approach. L.;.... :(',_-i..~l '-.f.' '/~f..l\-:1:-;
J-5 No welding, open flame or spark producing equipment within 20 feet ,of spray booth.
J-6 Separation of incompatible materials,
K. OTHER
508.5.4
901.6
904:" .6.4
901.5; 901.6
901.6
903:4<'
107.4
703.2
703.1
507.1; 703.1
304.3.1
904. I 1.6.3
304.3.2
3807.3
1019.1.5
315.2; 504.1
315.2.1
315.2.1
315.2.3
1504.1.2.5
310.3; 310.5
505.1
503.4
3003.2.1;
3004.1
1503.2.2'
2703.9.8
Description
,->
ELECTRICAL
,. I:' \ ,~l,."'!~ ' 1
Discontinue use of extension cords in lieu of permanent wiring,
Each outlet bO~,sha'-l..hilye a cover faceplate or fixture canopy.
Mailltain 36 inches clearance in front of electrical panel.
Maintain -"wiring in 'good con.dition and protect from damage.
Discontinye" ~S:e ~f -nt;ln-approved multi-plug adapters,
EXITS
,[ Remove u'napproved'loc~s' or latches from exit doors.
I Unlock all exit doors during business hours.
I Remove obstructions from exits, aisles, corridors, and stairways,
I Repair or maintain exit door and hardware to operate properly,
I EXIT LIGHTING . - -
I Maintain lighting for exit' signs.
I Provide lighting for corridors,stairways, and exterior stairways.
Exits shall be illuminated at all timfi!s the building is occupied.
FIRE EXTINGUISHERS
J '. -.-.-.,.... . l-
~I ' '. ,. '"
" ,\ ,'" ~. : '." ~,~
Provide, extinguishers of minimum rating,
Mount extinguisher where readily available, with top not higher than 5 feet.
Post signs.'indicatlng iocation where extinguishers are not readily visible.
Serxice,and tag each extinguis~er annually_and after use.
Maintain clear access to extinguisher 8_t all times.
FIRE PROTECTION AND ALARM SYSTEMS
......'
,,'.. \6.~' .' ~~.,'.i. ..~
'....,-;:,)-....;."
,:
.j. ,. . -, ....."~... ....", "... ~ ... ~
:c; _1
,\1, ~~}~rr,
:~ :.:. I J!
1, ,('" :-~-~~ '~n~:', ~M<-'<~f':,_, h_t\"
.,'
..__,' ~ ,..... _ ,"\ .. -'.i;; "
!...._-
",",," "
; .~ -".'
'.
':>.J
.' ~ ....l 1-.... ,_
...Idi-+
" !....,
,,: j
'.
.l'},':;".v. :-r,,,,
. ,'_fl' ~ ..
. _.l' "..4, r
.' ,,'-
OCCUPANCY Holidav Inn
ADDRESS 919 Kruse Way
'INSPECTION
Person Contacted [Printl
Received By [Sign]
'4750110 Page 3 of 5
NC, Plan Review
Visn # 1 Due Date
01/27/2007
Location Phone
.
I Hours I
I Minutes I
REGULAR INSPECTION
151 Reinspection
2"' ReinsDection
REFERRED TO FIRE MARSHALL
Outside Visual Inspection
525.00
560.00/hr.
I
REINSPECTlON TO VERIFY COMPLIANCE / CORRECTION WILL BE DONE ON'OR ABOUT [Date Due]
Unknown I Alarm System Present
Knox Box Location I
Extinguisher in each unit
Sprinkler Type I Unknown
I Property Use I 449 HoteVmotel, comm
I Occu Class I
Inspectors
Gilbert Gordon
Shift/Station
Date
"'j......~ LOCATION I COMMENTS
NC. Plan Review Comments/DeficiwnB~'J FOR EXPLANATION)
8 Building OSSC 1011 Provide iliuminated exitsignage'
o. I."..oUV(:H vlU~l::ll M-U.V, \..:J\::merol I~Ull::l tt_I~l::l~l_t::;luvlat:UlllHTlIm:Heu eXit ::ilgns as Irl01GateU on me eleCtriCal
olan soecification and reauited_t>v'c6de:":Q..:_ovide'both.ceil~n~rand .'pw-Ievel A)(it-wall mounted sinns 11
Willverifyoninspecti~~\2nlc2n -~~
~ BUllamg . //../' ~\-OV\\l~(;)::;::;V.!lUUO.\lI~rovlde meanS;oT.egress-IIIUmlnatlon
f' /../ ("..........,,~ It \ \'\.}' .oJU .....,'---./~i'-J/ /---'1",...."... ......... I r
a I=l"'r'lorCJ,c,nr.y ,a~r,c.c::~..Ii~~~c:~~~n....1"\ or;h:...~ ~~.cinoorin1. h'\r-.:/r;J~nC': ~ho~.o~C': ,r:;') 1 thr",~h ~') A: .6
special inspecto~s;r'i'poh~veJifying e.merge~-~wes~:ill!lm~n mee~n.g 20p1 ?SSC 1006.2 (not less
1I1dFI I IUUll,;drIUIt1) VVllllJ'='l~qUII'='U'JJIIOI"lU'i;'l.ny U~l;URoflvY ut'lrlg YlcHll'='U. ill
:} G \1\ " ~4g11gf~~t I(~{t'~'''' I .
1 ~estraam~ \ \ \ I ....- ... r' 8.. 0 ~ . ~ 0 XI_7 :::7:::;: I I
10. Prior to final qC9~pancy approval~PI~tdia~~picting tW9 eyacuatjo,n routes, which are posted
on or aaJacenT TO -evterv reqUired eXit (t),o:e~Jg~e~;:reof'Q" l::;rv 4U~Uj.l) II' .
11 - "J' I \ J ^-'3X'""'1'~ C" . .. U -" - '\ ,
........(, IIIH \ \) , ~;; ~\tyll"'" ~.\.I,\v I~"". "h.l'C:UIVII~, -jb ?, I) f. l..
11. Provide a fire safety and kvacUal1on' olan-meelinq.the'reguirem'imts of Soiinafieid Fire Code Section
404 and 408.8.2 for review ana-approval-by'Springfield,!;jie M1l[snals Office priOj'to final occupancy.
- III \ U-//d.::..l'<!,.u",IJ / 1'/
,-' uue", room" \t \ \ V'I\:IV'[l;) IVI\S~'I\"UI~~UIl~ f III
1? Prnvirl&lo firA C:p1fl:\;v.1.nrl I:\v~("F1.~ti"Ivj~~L,r.ti,(n~.h~~p!rl,rtn ~I::r ql:\("ti".n.A.(l4 ft')r &Io~("h m IA<:trnnm (!=::i=(,:
408.8.3). \\\ L/ /~ ~ '0 11/ -
13 Building \ \\ ~901.2A Sllbmlt~prinklerplans/il
~ -:. g,.,':.~~^~.~~~~. ~':.~I\. ~',:~~'~ 8prinkl~, .!::~'; ~~R~field De'/elo~ment S~^.,~~: n:~~'. T3cnnicioR f~~
Springfield Fire Marsha)'~ '~lce r~yieYI,,~nd a~r (2004,SRrii'igfiel,Slj=(rjl'Code 901.2).
14 Building \, \. '" "'(Ofj01:2;RroYide~pp(oved'l(!ans:,Fire Sys .
~ 4. S~t.~.:.;,~-;'';~~('. ~:-,.;ll v...L,-,,;~ ...t...."J:;~:/~I?"..-.\~~3~'/:~f:jJ'E:'"'.~I~,.., :,.,;., ,~,3v' .;....w.;) ;- .w." ,;~ ~ v....; II ';....;~'I ~Vl
Springfield Fire Marshal's Offic-e,[eview andJapproJal'(2004 Sprrngfield Fire Code 901.2).
15 .!3ulldlng _. . . _ ':~.Fi:?~92J ~2B_ Submi!..fi~.ala_r.0 plans. .._ I
1-..1. RuVI;:!VII l-11~lIlvCIIII~. 1I1l,;. rlcHI ,",11t:;<:::~ c;u.v., '..::Il::::IIt:ICI~P~~U:: rrLf :;'lcHt::~ It::l4uut::lllt::'IlIUI d 111(:: oldllTl I
system. Subcontractor shall submit fire alarrTl-plansfu'Sorinafield Development Services Permit Technician
for Springfield Fire Marshal's Office review and'<lppfoval (2004 Springfield Fire Code 901.2). I
' ~ -
I
~40!1~
The item(s) note~ are in violation of the Springfield Fire Code. This is an official notice of vlolatlons(s) requiring correction. Failure to comply
with these requlr!3ments may lead to legal action. The Inspection is Intended for your 'safety and the safety of. the citizens of Springfield.. i
Your co.operation is greatly appreciated. For more information concerning this Inspection call 726..2296. FD-46 Rev 31061
IFC.
605.5
605.6
605.3
- 60H
'.605.4
1008.1.8
1008.t.8.3
1027"
1027.5
1026.3; tOl1.2
1006
1006.1
906.1-906.3
906.5; 906.9
906.6
. 906.2
906.5
I
I
.1-
I
I
I
Violation
A:
. A.l
A.2
A-3
A-4
A.5
.B.
B-t
B-2
B,3
B-4
C.
Cot
C,2
C-3
0:
0-1
0.2
0.3
D-4
0-5
" \ . ~.~
Description
ELECTRICAL .
Discontinue use of extension cords in lieu of permanent wiring.
Each Q.l!t1et box shall ~av~,~.!.cover faceplate or fixture canopy.
Maintain 36 inches cl~aranc'e in front of electrical panel.
Maintain ,wiring in good co~~ition and protect from damage.
Djscontin~e>l:Ise,oJ:nory:~iipr\)ved multi-plug adapters.
EXITS
, -.
~:Ci '<.~t:lti."
"
',' ,~.. 'p. L ~.. :.., 1 . I
.',
....... .'
"C .'
Remove uriapJ)T()ved locks or latches from exit doors.
I Unlock all exit doors during business hours.
I Remove obstructions from exits, aisles, corridors, and stairways.
Repair or maintain exit door and hardware to operate properly.
EXIT LIGHTING
I Maintain lighting for exit signs.
'I Provide lighting for corridors, stairways, and exterior stairways.
t Exits shall be illuminated at all times the buildjng is occupied.
I FIRE EXTINGUISHERS
Provide extinguishers of mininium rating.
Mount extinguisher where readily available, with top not higher than 5 feet.
Post signs indicating location where extinguishers are not readily visible.
Serv.i~~ :and tag each extinguisher annually and after use.
'Maintain clear access to eXtinguisher at all times.
FIRE PROTECTION AND ALARM SYSTEMS
r,..j~., '. .;'\-"":"".'1 l"O~:E/"!'"
508.5.4
90t6
904.1 t6.4
901.5; 901.6
90t6,
.903.4. ,,'
t07.4
703.2
703.1
507.1;703.1
3404.3.4.4
3404.3.4
3404.3.1.1
3404.3.4.2
.3403.5; 2703.5
3404.3.3.3
3405.2.4
304.3.1.
904.11.6.3
304.3.2 .
3807.3
1019.1.5
315.2; 504.1
315.2.1
315.2.1
315.2.3
1504.1.2.5
310.3; 310.5
505.1
503.4
3003.2.1 ;
3004.1
1503.2.2
2703.9.8
E.1 Maintain acce,s5 to and operation of standplp~s, firehose, sprinkler valves andfire hydrants. '
E.2 Sprinkler system impaired-AFM.
E-3 Inspect and service hC?od af.ldduct extinguishing sys!em over COOking equipment every 6 mqrith~.o . :nLk',,') ; 1 ..',II;'t
E-4 Provid~ and maint~in smoke detectors in proper operating condition.
E.~, Alarm system lmpaired=-AFM. ~~',': 'V". "l"''''''.J'_''~ ',"J.. .. _.JV'!
J :r;E~'~t, Sprlnk!er valves NOT in an open position-RFM.
E~7 Pull station not accessible, blocked. ;"Y~;~,t'll~r,;~~i~ ...._~\! A '~)~'~~.r~..)'~ _.FiIJ\...,.'/:\ ,:,..:'-':: :~_:tl:
F. FIAESEPARATIONS. ,', ~:. 1.'_ ... .U...~l ," '."
f-1 Removeobstr~c~lon's'fromfji'~'doorS,~~(Unalntahrto-oPer~~~prciperly~, ~ "1_ ~ _,,. .. ~ ,,, ,-..,.~., .-: "
F.2 ~~. u~~al:u~~pp.ro_ve~()pe~i,f!g~'~.iHf13-PPr.oile,g m~!~r!al,'~ ~ _'":J,>~~"i,, . ~ _' . ,"" ~". :~ ~ ~~~~' ":~f';/;,,.., L~, ,J....
'F-3 -~ Keep attic access arid scuttle' openings closed, ' . d,~ ._...~, , .. .,"P.., 11.\ "i
G. FLAMMABLE L10UIOS
G-1 Storage Irfe~ce~s_of 10 gallons Class._I, II or IlI.A liqulds'used for mair1teria':lc~ and oPeration.shall be stored In an approved storage ca~in~t:-"
G~2 . -timlf~~~r~g~an~di~play,6fClassl;lIl?rm~~liquidsto.all~abl~.qua~tities. .';'" '- /'.... ~ '__ . hu
'"'G-3' Removeliquldsnotstoredlrl'ap'p~o~edcontainers~l'. .-',' P ,,-,. "_0' :/.. '1 '~'__' ''''''~I-
G-4 Remove flammable liquids not used' for -maintenance in assembly buildings, offices, apartments or motels.
1 G-5 .Provlde approvedwarnlflg signs. Provide 'approved plata'rdfoi' abovegroun-d tank(s}. '; " . '. '<v
1.'1'1,. ~G-6ilj, 'Store'liquids'away from cgrrido'rs,'!I!sles, ~ta!tWays ahd exlt'area's.ill l ,--t ,f ,I,," . ,:, , '" Ii ill-) 1', "", ,. IU!,-' 'I'
I G.7 1 Discontinue dispensing ~rOm 'containers' exceeding 5'galloris'ofprovide 'pump:taking 'suction from top'.' "-J~" .., P' >
I .H. 'j HOUSEKEEPING -."... vF;,"'.i ,. .)"...1;.,....j:._~ II
[ .';t, H-1 J~_l "MateHals'prone,to'spo!.ltaneous ignition shalllbe stored In a metal'co'ntaine'r;with.'alid:Oispose daily. .,,~: ""'; I r :.~ ., t' .."'.-.....; I r
I H~2". I' Clean grease filters and hood duct systein'oved:ooking appliance~''''; ....1. It '...( "'!, .~ t ,-. -. ''. ".-, J" ~." '..-'. ,..1ft': rUi'
H.3 I Waste containers exceeding 40 gallons shall,be noncombustiblea'rid provided with a lid. :~. ~If'; '" ~ 9~~'::H ~r
'"]-1H-4 fr!, 1 ;M~inta.in_'0feetclearanceto combustible-mat$rialsJfiomLPG tanks:t;"tL' ;, f;! ,i.~ ,tl 0, II; 1 .t' )..., ~ ~:!I'I <) : ....,~ 1 I. t'
I. I STORAGE (-', H :'C; ~
1-1 I Remove storage from under stairways. , ,~';--r, ;"1.'.':" {!o,,'" :\l'\.J:<1:" "~lrlt'lhh:' '~j'
,.1-2 :r. d~,~r_ange s~orage i~ orderly,ma~ner and prQvid~ for eJ!:~ti!lg~~rd fi~e ,depart~~nt ~cce:ss. ", ~..\I r. r-,~ .,. ,,' J"'~ \.... I
1.3 Remove,stot:age to 1~.Inches.~~Il?wleve!,qf sprinkler (36_inches fo.r's~9rag!!pi!ed,oyer,12feethigh).~ -,(l1('.ht! 0:: I t-'I' II,') :'1t'7 J.
1-4 Reducestorageheightto_atle~st?feet~el.owceH[ng. " 0:. ....,'-.i..d.1..,
,.1-,5 . .'. ~oil~r, mechanical_a~d eLe~~rical, paQ~ol.ro.l?m~ sl)aUnot be u~ed,f!=lr storage. ~, " <. t: jl...., ,,_ ..' I" :nr' ,.:, I: .
'1-6 Remove,sotor.age_or.c~,n:tb~!?~I~Ie.'!l~ter!al.s,~I~.in 3fe:eto~ sp~aY,bD,o~h. If ~ \','.il" >', ":l"fyt( I >'ktl,;l"d", .1" hl"',ll'\""f ~, .
J. MISCELLANEOUS . ... ... " .
J-1 !o:5t and enfor:.ce l!o Sm~.!dng'signs::" ' '_l. _,. . I, ._, , .
"".A-2'" ~i~wide~adq~~s ir1;s~ich'?p~~!~i9~A~,~0'~4vtsi~!e:~n~ legibleJro,m th~.str.ee~ f.ro:"t~~9.j:i!RP~rtY,.."..!'~ b~.j...v -.-l'," ......, I~'" ',/l d"l\'
"J-3 Rem~ve.obstruc!lC!n~~n_qproy'id~,~~.~~_~lflfir~i,I~~~s;.,.. ,t. '''',1. ";"-.1" .:, i :.;)".:...!: ",' ,,11 "lI~i t,t, .'(\...,.- 1,,\ d
J-4 Secure all compressed-gas cylinde'rs in upright position with name of product. Compressed gas container markings shall be visible from
I any direction of approach.
J-5 [No welding; open flame 9r spark producing equipment within 20 feet of spray booth.
J-6 [Separa~jon of incompatible materials.
K. ,I OTHER
OCCUPANCY Holidav Inn
ADDRESS 919 Kruse Way
, INSPECTION
\\\l\GfIElD F/I/o
"v~
t":'i~~.
. '~(f,,;:p
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~~
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(/i'E SA\"-
Person' Contacted [Print!
Received By [Sign]
.' 4750110 Page 4 of 5
Ne, Plan Review
. . Visit' # 1 Due Date
01/27/2007
Location Phone
I Hours I
I Minutes
REGULAR INSPECTION
1st ReinSDection
2'. Reinspectlon
REFERRED TO FIRE MARSHALL
Outside Visual Inspection
S25.00
S60.00/hr.
REINSPECTION TO VERIFY COMPLIANCE I CORRECTION WILL BE DONE ON OR ABOUT [Date Due]
Unknown I Alarm'System Present
. Knox Box Location I
Extinguisher in each unil
Sprinkler Type I Unknown
I Property Use 1449 HoteUmotel, comm
I Occu Class .
. Inspectors
Gilbert Gordon
Shift/Station
Date.
~~ LOCATION I COMMENTS
NC. ~Ian Rev!ew_~()ml11ents/~fici~nH~~ fOR EXP[j\NATION)
. 16 Building 09000.0 Misc. Violation
10. rICe/smoKe aampers are snown onJ:jans.bneets,Mluunrougn Ml.::J ana M4.1; oetalleo on "Ian bneet
Mod n Thp.~p. fir~1c:;,mnkp. rl~mpAr~~!=>h~1I hA.~~tjv~tprl.tn'r.II'}c::..~;~!J;y'thp.'firp. ~I~rm c.~/c:.t,Qm
17 Building ~~~:tii1iscr;:vi6Ia~~.
17. Duct smoke detectors-rn.mech'anical.'spaces shall be'monitored' byJhe'fiie.alarm system.
. I ,/ /.........\O,\-:::-.\W.\'-1~.. .. _...~'-.:../ 1/--II/o.J/"-, ~ I I
10 r\nl,;;nen I 1 \ .\.~< \). -. Oiv:::l'U '.".\:..0 .:;:IuuIJm rlUUU dflULUul;l(l~e :::iUppH::!StilOn plans
._':::;:)'~) .. ,:?:__ _,--"" 'I' 11.1
1R Kitr.hAn :::mnll::m_r.f!~::UA ~h('lwn f)n PI~ns~S.h~At~.~S1.1..:thr()l.Jnh i=S1....,d) l=)(hpJJ~t h('lnrl.rlpt~i1 c:;hnwn no
Plan Sheet FS~1. ~~bcontnact9r~haQp~oViQ.e'sub~!t~1 Pla2saY~lcut sh~et~ qf ~ comme~ial.kitchen ..
1.....vJ o"J ...u....~. ,.,.... ';;>.'-41-',..,.10.;;>.;;>1...11 ';;>1';;>~0111\'~J 1"I~~~III~::PJl..""3EPtO-t.., "1";" ";'l",,,,~r,d,J 6..:;;...d,""'.....'"<;;.,,, .....<;;.,..,.....<J.;;>
~"'''~--I
Technician for re~ie'W ahd approval bythlspiingfield-Fi~Marshals'Office for 'ail 600kinq surfaces
producing greasefl,d1en vapo}s (200~~5~;~0~ /?v.'fi ,r1\ 11 J I
'" ""',,,,'" \ \ \ If. 'Z:\\\U,"';'UU,U<sVII:SU. VIUldUU"~" I.! ?l 1\ ( . I
19 The c:ommerciallkjtchennHqfiol~'1d C;IJ~t'firA ~lmn;a~~iOnl~v~t~m c;~;;lll he r.0rlnAr.terl to thp. fire ~I~rm
sy~te~. if p:?videq,~n\~C??rd~nce/wii'J.\therJ9uj~e~~~;~bf/jFP'k7~/Natibn,ar~i~e Alarn;Code,. so that the I'
.........~tt8~h..." ....., ~l ,.... .....-<;'.' .~~...$,.".~ ,~,!.:.l.,:.". .,...~ <:)'~"'~ c.l."" f"":~....~,,. ....... ....'f,I....... l"'.....,..,:J.{~1 ,.... f..."v,'t01"t01 ~l '<;;;i'
I
extinguishing system\(2004 Springfield7Fire_Cod.?9j)4~,3;52al1d.NFPA 17 A-2002;ISection 5.2.1.9).
\ \ \ L< I: _~. ~,; ~""'" ""-- "0 /1 / I
LV nlLI.OIllt::1I \ \ \ (CWV "'U"+,!,l f'WVIUt: t'.-Iclt;!~ t:::XLtll!:JUI:;:;Il~I/ I
20. Provide K-raled extinquisher within-30'feet traii"kl{iistance-of commerbial4voe cookino eouioment
involving vegetable or animal oils and fats (2004-SFC'904.11.5),;.\ / /j I
\~~ h n~ _r~'~ //
:.11 ::stairwells \. \. '- ("I.W'I ~vr:'I,J-'rovlae,::>laHway"Numoeflng ::>Ign I
'\ '.:... '..J /1" I ) L."-' J' "II, ~\ .,~ '':0 / /' F
?1 PrrwiNP ::Irrmvpr! d~jruJ::IY flnnr nIJmnpr-<=ion~-tt"l~Hp'lnf':~torl qt~-9.ar::h/fl""''''''r_lpvpll:::l:nrlin,:, i.... ~II onr.lnC:PN
stairway~ of b.uildings o~er thr~e~s~ri.~sir\-heignr)r,he\signs9a~i,tl;,16cated.5 feet. above:th:!I<:or lan~~il I
III Cll p....':OlUVII U1Q~'''' 100.\.4111 "1,;::0'1.111:' VVI'OII'~~IO J'-JVI'::> CIII'O!lI Ul;:..VpC;II,Cll'IU....oIV;:)II:l1...l PV.:>llIV'1o:., \O~.....V 0."\..4 vl-1., I
10191.7) '--.... "\...."-... // /' ' .
I
I
I
~
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~
The Item(s) noted are in violation 01 the Springfield Fire Code. This Is an official notice of vlolatlons{s) requiring correction. Failure to comply
with these requirements may lead to legal action. The Inspection is intended for your safety arid the safety of the citizens of Springfield.
Your cooperation Is greatly appreciated. For more information concerning this Inspection call 726-2296. FD-46 Rev 3106
E-1 Maintain access to and operation of, standpipes, fire ,hose, sp~inkler ,valves and,fire'hydrants,
E-2 Sprinkler system impaired-RFM,
E-3 Inspect and service hood and duct extinguishing system over co:oking equipment every 6 months, lI~~.~in.t" ".:,"":,'" ,.m r".
E-4 Provide and maintain smoke detectors in proper operating condition:
E-5 Alarm system impaired-RFM.
"E-6 't'. Sprinkler valves'NOT in an open position-RFM.
E.7 Pull station not accessible, blocked.
F. FIRE SEPARATIONS
F-1 Re!1love o,bs~ructlo~s from fire ~OO!'5 and maih~i11)6- i;pera~e'p'roperly: ,;.......'
j ., ' ," F~2 ' ;Seal'un'apPrOv~d 9penln'gsiwi~h a~p-~v_e~,-niat_~rial~' _',:;,; '~~ ',.: , ~,
F-3 Keep attic acCess and scuttle' openings clo~ed:
G. FLAMMABLE LIQUIDS ,j!" ,H\f ;' ...,,: 1" \ /I . '! ~{IlIUHli' I
G-1 Storage'in,exc-ess of 10 gallons Class I; u:oj-'m.'A'!icjulds'used for maintenance" a"nd operation snall'be stor'ed~iri'aii'apPrOved'storage cabinet.
G.2 ~imlt:storageand d./splay of,Class' I, II or, III-A liquids to allowable quantities.~'l .. ,11...: );_.jl i ~ ~-,:'.
, ' rG-31'" Remove liquids not stored'in approved containers. I" :' , 1 - t":,, ,.. f-' - 4 I_I ; .," ~r. " ," ~lll f.'; ,; .-- :~,)'r ~ t:1"
'I G4 ~;" i Remove flammable liquids not used for,maintenanc~ in'assel11bly'buildings;'qffices: apartfnents or. motels: i\ '!, ;~'I ;-',;;t:rti-o;': (!~t' ,I
:I( I" G-5-.I' ,Provide a-pproyed wamingsigns.Provlde approved placard for aboveground tank(s):: .1" I. .....:.. .;.:iJ'..i l~r j~ v~ rJi"i
G-6 .' - I'StorE! liquids:a:way from corridors: aisles';stiiirways and'exit'areas:-" :q{; " I; '," j ',,'1') .-\~ ,. J'"'" ,I: J i' '/l II, ,1'.11111 r-jf
G-7 Discontinue dispensing from containers exceeding 5 gallons or,pro'vide pump-takinglsuction 'from top. ' ., ;. 'f!' ';.; 'JV" "1
H. I HOUSEKEEPING I,,',:',lr;j\, "i,'~'~,;i..;~lL I ,'I~tt"jj/..~ 1,":;',
rr ,'H-1 ;....dl Materials prone to'spontaneous-Ighition'shall'be stored'in'a m,etal contalnedvith a lid: Dispose daily..!"' If ; ....,;e., )!T~n"i ~~i: H r
',i, , :lIH-2' l Clea-n grease'filters and hood duct system over'cookirig appl1an-ce:,:.1 r- ru .11' ,/.. ~,) 11':' ,'. I Ii,. i !l.'J('I'hl11 ,f n' . :;..
H.3; I' f.Waste containerS exeeeding.40'galloris shall Iie'noncoinbustible and1provlded\Yith' a lid. t j:',,' I, \: Ii ',. 'M _~ . U 1.''0. 1J(,.. '. - il. }
H-4 \:; Maintain'10 feet clear'ttnce'tocomqustible' m'aterials'from LPG timks~ t 11"'i I \flEI J .' ...,.... Pilld".:U~-tl IJ "
I. STORAGE
1.1 Removestoragefromunder.stairways>'\J \-" . ',i:;v;)l'; :.tf-t}: :'l~ n'~IJ,," t,',
'd~2. "Arrang~ ~t6rage in orqerlymanner and provide for exiting,a'nd fire:department access; I,.'r 1f'1' '.;'", i., -;. I~)j Jt\Iv.."1' I I f\..
1-3 Remove storage to 18 inches below level ofsprinkler(36 inches fOr storage 'plied over.12 feet high)!I. "c .. iU, "i,"'! -;'1 !' ii\' '.I,""
1-4 Reduce storage heig~tJo atJ~ast'2:fe~t below'ceill~g. r. ..; : .,', II \ r ';: 1 r 2!1"":!1i,.1~
-?.-J.5 i 1: 'Boi~er, m~chanical and electri~al,panel,rooms sh~~l,n,otbe used fO,r storage.,. ,t ,1' ",<;: .! II >lJ ~,...~t !-, ,r~\!": ~ t.j" "q I~''''
~ rl)'j;I.6 i':'" I Remove storage'orcombustible materials'within 3 feet ofspra ybooth~': I 'I"" ~ 11~""" -1'rd'~I::j~r' ..}I:':;NJ,' '+0
.' J; '1. ~ .MISC~llANEOUS...,,~ f. ~'-41." ~ ,I' ':1" ' .~, It " .....), If)J},I,. II' _ '~;, w.'~ .i'" '!lttiJ,;:'j .. t 'rf.-..J" :.l~l'~ -,Vt.., h- It 1
J-1 Post and enforce No Smoking signs. ;\ ,- 1:llll
J-2 Provide address in such a position as to be visible and legible from the street fronting property.
J-3 1 Remove obstructions and provide'access in fire,lanes.
J-4 I Secure all compressed gas cylinders in upright positio~ with name of product. Compressed gas container markings sh,all be visible from
I any direction of approach.
I No welding, open flame or spark producing equipment within 20 feet of spray booth.
I Separation of incompatible materials.
I OTHER
IFC"
! 605.5
. 605.6
605.3
605.1 .
605.4
1008.1.8.
1008.1.8.3
1027
1027.5
1026.3; 1011.2
1006
1006.t
906.1-906.3
906.5; 906.9
906.6
906.2
906.5
',f.. ,:1t,,-,,;~'.
508.5.4
901.6
904.11.6.4
901.5; 901.6
901.6
903.4 ~ ,""
107.4
703.2
703.1
507.1; 703.1
3404.3.4.4
3404.3.4
3404.3.1.1
3404.3.4.2
3403.5; 2703.5
3404.3.3.3
3405.2.4
304.3.1
904.11.6.3
304.3.2
3807.3
10tH5
315.2; 504.1
315.2.1
315.2.1
315.2.3
1504.1.2.5
310.3: 310.5
505.1
503.4
3003.2.1;
3004.1
1503.2.2
2703.9.8
. ,Violation
A.
A.l
A.2
A.3
A-4
A-5
B.
. .B-l
B-2
B-3
B-4
C.
C-l
C.2
C.3
O.
0-1
0-2
0-3
0-4
0.5
. i-,l-I E~~'\
, '. ,Description
ELECTRICAL
..,'
~.1' ~ '!;~.1~-h:/' ;
Discontinue use of extension cords in lieu of permanent wiring.
Each ouUet _9_0~ shaJJ.h~vE!,a cover faceplate or fixture canopy.
Maintain 36'inches clearance in front of electrical panel.
Maintairi,wir'ing In 'goo'd' condition and protect from damage.
Discontiii'~e,~se.orn9n;:ap'proved multi-plug adapters.
EXITS
Remove unapproved locks or latches from exit doors.
Unlock all exit doors during business hours.
Remove obstructions from exits, aisles, corridors, and stairways.
Repair or maintain exit door and hardware to operate properly.
EXIT LIGHTING
Maintain lighting for exit signs.
Provide lighting for corridors, stairways, and exterior stairways,
Exits shall be illuminated at alt times the building is occupied.
FIRE EXTINGUISHERS
Provide extinguishers of minimum rating.
Mount exting~isher where readily available, with top not,hlgher than 5 feet.
Post signs indicatin-g location where extinguishers are not readily visible.
Serv_ice.and tag each extinguisher annually and after use.
"Maiiltain clear access to extinguisher at all times.
FIRE PROTECTION AND ALARM SYSTEMS
l. ~,
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11.1"\"
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OCCUPANCy"Holidav Inn
ADORES"" 919 Kruse Way
INSPECTION
.'
I Hours I
. I Minutes
*
.
I
._Person 'Contacted [Print]
Recei~ed By [Sign r
I"~
. 4750110 Page 5 of 5
':l NC; Plan, Review
Vis~ # 1 Due Date
01/27/2007
Location Phone
. .
..
REGULAR INSPECTION
151 Reinspection
2~d Reinspection
REFERRED TO FIRE MARSHALL
Outside Visual Inspection
525.00
560.00/hr.
REINSpECTION TO VERIFY COMPLIANCE / CORRECTlOt'l WILL BE DONE ON OR A.BOUT [Date Due]
Unknown I Alarm System Present I
Knox Box Location I
Extinguisher in each unit.
Sprink_ler Type I Unknown.
I. 'Property Use I <149 HoteUmotel, comm
I Occu Class I
Inspectors
G,ilbert.Gordon .
Shift/Stallon
Date
~J~i~jk.koi.ic~ LOCATION I COMMENTS
NC. Plan Review Comments/Defici~I(;~~'l FOR EXPLANATION)
22 Meeting/Conference/Dining 1004.3 Occupant Load Sign
I"<.ooms ~__" :---
?? PrinL..t0 fin~1 ,..,r.r."r~nr.y ~rr~rN~1 nr.r.'J~nt"ln:=l(h:::iC""5-~h~lrnp"r0dp.rl'n (":nnc:;plr.ll()lJC:; rl:::u~p<:;. np:=lr tho
main exits orexit acc~~..~~aYf!JB~,i\~"lt,n.Ein()~O~~:.e.os,\~dsigns shall be~f.a.n_ .
atJtJl~vt::U 'c~uJr~ ~J~~,I.!JP1,;,~!~';I,z\A~rc~I~\fll~,,~~llfFu~S0.0ItltY'!'J."~lJt;;:;y:VVIICI"'~I~QUU)UIIL..C::U ~~ellllUv~;)\'"'' dllU
SFC 1004.3) i"vL~~"\\.~,\~\'\}YJ... " . . 12!l1oJr.:-:..) l J .
23 Building 1:1 F;~)S),.1~_Q$Qj~d~8Rro~~llniQR~e,~y$; r l.
L-5. IT reqlmea oYII'1e!sp11f)}"'efanflsI.anapl~~SIel'1)~~ne stpCOI)\[<lClor snaJ! supm'lliCe pump plans ana
~npr.lflr.~h()n ~hpp.t$ :rl1~Atlr"JfJf\lFPA.?n:l-r~t:oJJ~ti~~::'()t~~:t~hnn:::J(V"P"ml;"i~ J()( PITfliIPrntAr.t,nn tn ~rfln~fIAtn
Development Se!;yi?esl?erl'1)iqechnicial'Pf(;[lSprmgfieI8j2iIe,Marshai's 9ft'ic~lreview and approval (2004
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// -..t:J~ ~~;J .// j
(~ -ill
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~..,\'"tz< 17;..,. J./i~\.. // .'
'-,}', ,-'){//:s;-'ft::J Y:"o r'\\c'\ <; \0 '7/ :/
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The,jtem(s) noted are In violation of the Springfield Fire Code. This is 'an official notice of violations(s) requiring correction. Failure to comply
with these requirements may lead to legal action. The inspection Is intended for your safety and the safety of the citizens of Springfield.
Your cooperation is greatly appreciated. For more information concerning this i,!'lspection call 726-2296. F0-46 Rev 3106
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904.11.6.3
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3807.3
1019.1.5
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31S.2.1
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. Violation I
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\ ELECTRICAL .
Discontinue use of, eXtension cords in lieu of permanent wiring.
Each outlet _~ox ,shall hav~ ~",cover facepla"te or fixture canopy.
Maintain 36 inches cl~aral'!Ce in frontaf electrical panel.
Maintain~wirjng i.!tgoo9 co'oditian and protect from damage.
Disconiin~e l!se of -.non;~PPJ9ved multi-plug _ adapters.
EXITS
Remove'iinapproved locks - or latches from exit doors;
Unlock all exit doors during business hours.,
Remove obstructions from exits, aisles, corridors, and stairways.
Repair or maintain exit door and hardwa.re to operate properly.
I EXIT LIGHTING .
Maintain lighting for exit signs. .
L Provide lighting for corridors, stairways, and exterior stairways.
I Exits shall be illuminated at'all times the building is occupied.
fIRE'E~TlNGUiSHERS
Provide e.xtinguishers'of minimum.rating.
Mount exting'uisher where)eadily available, with top not higher than 5 feet.
Post signs'indicatlng ioeation. where extinguishers are not readily visible.
Servic9,and tag each' extinguisher annually and after use.
. . Mairitainclear ac'cessto extinguisher a;t all times.
FIRE PROTECTION AND ALARM SYSTEMS
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Maintain accesstq and 9peration ~f.standpipe,sJfire,hose, spr!n~ler valves at:ld fire hydrants."" , .
Sprinkler system impaired-RFM.
/. Inspect and service hood and ducte~tinguishing system over cooking-equipment every 6 months.. f1-'jh~:"i;.)'tl :-.d!l ~_
Provide and maintain smoke d~tectors inpropei operating condition,' .. .: '... (,
Alarm. ~ystern impaired-RFM;
Sprinkler valves NOT in an open position-RFM.
Pull station not accessible, blocked. ..::'1'.:: .<~t';~;J\,Ci','\-;;i;'.,",-::) ,'f!...i'i~l;"". ~. ,I . ,Jt/i
FIRE SEPARATIONS '" ., ....
Remove obstructions from fire doors and maintain to operat~ properly. -ti ..,.... yo, '-,.- ........ ,~"- ...- ~.~.;
Se'~lunapproved openings ~\th appro~edTTlaterial. .' ,,~ I. , ",.' ~ .... '- t~. "", '~.;",:,,'~, .....~.
~Keep~tti~'~c~s_s a~d. scu~Wop.enings ch)~ed,__ ~." .:-- ..... _ ',.., if,. .. .. \", __
FLAMMAB,LE tlqU]DS: .: , I.. ." . ..' "
Storage 'in exce.~s 'of 10 "gallons Class I, II or III-'A liquids used for maintenance arid operation shall be stored in an-'approved_ storag~,c~~i~'et.
I_ Limit storage,and display of ClasS:I, lIor I~I:_A liquids to aU9wa,!>le qu~~titie~. ,.., , ",
Remove liqujds not stored'in'approved containerS.' ..... ",. . , ... -.' -, - ,..... "'-.
':.~e'mcil{e'f1arri~ab.ie'liquids' no,Lu~ed f9r Ijiai.ri.t~nanceiri,as~embly bulldlng~;~qffi~.e's,ap~r,merits~()tmotels.' t"
Pmvipe:ap.pr~ved-warning:~lgn's. proY!ge approved p'lacardf~)r aboveg~r91j'ndta.nk(s)'f> : " ;;,r. ,.
Store liquids away from corridors, aisles" stairways and exit areas:'
Discontinue dispensing from containers exceeding 5 gallons or provide pump-taking suction from top.
HOUSEKEEPING
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Materials prone to spontan~pus ignition shall be stored in a metal container with a lid. Dispose daily.
Clean grease fiJters and tiood duct system over cooking appliance.
Waste containers exceeding 40.gallons shall.be:noncombustible and.provided with a lid.
I Maintain 10 feet_clearance to co~bustible materials from LPG tanks.
I STORAGE
Remove storage 1rom under stairways.
Arrange storage in orderly manner and provide ~r exiting and fire department access.
Remov~ storage to 18 inches below' level of sprinkler "(36 inches for storage piled over 12 feet high).
Reduce storage heighUo at least 2 feet below celling.
Boiler, mechanical aost electrica! panel rooms shall not be used for storage~
Remove storage or combustible materials within 3 feet of spray booth.'
MISCELLANEOUS
Post and enforce No Smoking signs.
Provide address In such a position as to be visible and legible from the street fronting. property~
Remove obstructions and provide access in fire lanes.
Secure all compressed gas cylinders in upright position with name of product. Compressed gas container markings shall be visible from
any direction of approach.
I No welding, open flame or spark:prod,ucing equipment .within 20 feet of spray booth.
! Separation of in~Qmpatible materials. ,
I OTHER
.... ~. Information
K"'. eTa Build On
Engineering . Consu~i.j '<III · Testing
Preliminary Geotechnical Engineering
Services Report
For the
. ,
Proposed Holiday Inn Hotel
Kruse Way .
Springfield, Oregon 97478
Prepared for
Sycan Development Corporation
840 Beltline Road
Springfield, Oregon 97477
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Prepared by
Professional Service Industries, Inc.
1040.A Shelley Street
Springfield, Oregon 97477
Telephone: 541.746.9649
February 27,2006
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PSI REPORT NUMBER: 722-65006-1
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raii!!-'.'1Infonnation
'''''i!'.lTo Build On
Engineering . Consulting . Testing
February 27, 2006
Mr. Tim Hovet
Sycan Development Corporation
840 Bellline Road .
Springfield, Oregon 97477
Subject:
'j
Preliminary Geotechnical Investigation and Engineering Services Report
Proposed Holiday Inn Hotel' '
Kruse Way
Springfield, Oregon 97478
PSI Report No. 722-65006-1
Dear Mr. HO\iet:
Professional Service Industries, Inc. (PSI) is pleased to stJbmit, our Preliminary Geotechnical
Investigation and Engineering Services Report for the above referenced site. The purpose of
these services was. to assist you, the architect, and the engineer':in designing foundations, floor
slabs, and preparing plans and specifications for construction of the proposed building addition. At
Ihe time of this report, a, project structural engineer had no~ yet been selected. Therl3fore, all
column and wall loads have been assumed, therefore this report is preliminary. After the structural
engineer has.been selected and more accurate column and wall loads known, we can review our
recommendations and make changes if necessary, and issue our final report.
Our geotechnical engineering investigation indicates the property is considered to be suitable
for the intended building from a geotechnical standpoint, provided the recommendations in the
attached report are incorporated into the design and construction of the project. If we can
provide additional assistance, or observation and, testing serVices during con'struction, please do
nol hesitate to contact Ray Aliperti at (541) 746-9649. .
Respectfully Submitted, .
ProfessionalService Industries, Inc.
~u,~
Raymond V. Aliperti
Project Manager
Oar es" Lane, P.E.
Senidr Geol~chnical Engineer
Attachment: Geotechnical Investigation and Engineering S~rvices Report
Distribution: Addressee - Mr. Tim Hovet (3 copies)
Jensen/Fey Architecture & Planning - Mr. David Lee (1 copy)
Goebel Engineering - Mr. Scott Goebel (1 copy) ,
RV NNa
D~"foc.:<::innRt.SP.rvice lndust~ies\.lnc.. 1040A Shelley .St.. Springfield, OR 97477 .P~one 54,1!746~9649'. Fax 541f746-7163.
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Table of Contents
1.0 Introduction.....................................................................:....................................:......... .......1
2.0 Project Description.......................................................:..::....................................................1
3.0 Scope of Services ......... .................. ... ....:.......:................;............ ... ........:.... ...:...:........,. .......1
3.1 Subsurface Exploration. ................ ........ ..............: ........... ......... ....... .................... ......1
3.2 Laboratory Evaluation.................................................:............:..............................,.2
3.3 Engineering Analysis..................:............................................,................................2
4.0 Site and Subsurface Conditions......................................'...............................,.:...:................2
.4.1 Site Description......... ........ .......,... ... ...................,........,........ ..........................:... .......2
::~ ~~if~o.~.~.::::::::::::::::::::::::::::::::::,::::::,::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :~
4.4 Gro'undwater..............................................................,...:.......................:..:...............4
5.0 Conclusions and Recommendations............................ ,:......................................................4
5.1 Seismic Considerations ............ ........................:......,......:.......... ........... ..................4
5.2 Site preparation.........................................:....,........... ,............................................5
5.3 Site Preparation during Wet Weather ...............:.............................,.....:...................6
5.4 Foundation Recommendations..... .... .... ...... ........ .... ...................... ..................... .:7
5.4.1 Conventional Spread Footing..................:.................................................... 7
5.4.2 Rammed Aggregate Pier (Geopier) Alterhative ...........................................8
5.4.3 Drilled Pier Alternative ...........................\...............................................:... 8
5.4.3.1 Pier Load Testing...................:...........:........,............................................ 9
5.5 Floor Slab Support...........................:................. .'i...... .'...............:..................,............9
5.6 Retaining Walls ..................:......................................:............................................10
5.7 Constructiol) Dewatering and Drainage Considerations .........................................11
5.8 Excavation/Slopes.......... ...................................:.:...............................................11
5.9 Construction Monitoring..............................:.:.............. .....................:...........11
. 6.0 General............................................................ c;.......... .:'......................................:............. .12
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Appendix: .
Site Location Map
Soil Boring Location Map
Soil Boring Logs
Laboratory Test Results
General Notes
Soil Classificalion Chart
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PSI Report No. ;:22-65006-1
. February 27, 2006
Paqe 1
Preliminary Geotechnical Investigation and Engineering Services Report
Proposed Holiday Inn Hotel'
Kruse Way ,
Springfield, Oregon 97478.
1.0 Introduction
Professional Service Industries, Inc. (PSI) is pleased to submit our Preliminary Geotechnical
Investigation and Engineering Services Report for the above referenced site. The purpose of
these services was to assist the architect and the engineer in designing foundations and
preparing plans and specifications for construction of the proposed buildings. Our evaluation
was completed in general accordance with our proposal number 722-06-011 dated January 23,
2006, whichyou signed on January24, 2006. '
2.0 Project Description
Project information was provided to us during a telephone conversation .with you on January 5
and 19, 2006. Additional information was provided in an e-mail dated January 17, 2006. The e"
mail contained a site plan entitled "Holiday Inn, Springfield,'Oregon", sheet A1.1prepared by
Jensen/Fey Architecture and Planning dated January 13, 2006. Accordingly, we understand the
proposed development will consist of a 153 unit six story hotel with concrete slab on grade and
concrete columns to 2nd floor with post tensioned concrete decking. The 2nd through 6th floors
will structural steel framing with concrete decking. The proposed hotel has a footprint of
approximateiy 12,000 to 14,000 square feet Detailed structural loading was not provided,
therefore we assumed maximum column and wall loads will be on the order of 250 kips and 8
kips per linear foot, respectively.' .
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3.0 Scope of Services
Our authorized scope of .services inciuded conducting three drilled soil borings under the
proposed new hotel building (B-1 through B-3) to a depth of up to 15 feet below existing site
grade or practicai auger refusal, whichever occurred first Evaluation of the site .soil~ included
laboratorY testing in order to generate foundation recommendations, site-work recommendations,
and Ihe preparation of this preliminary geotechnical engineering services report.
In' g'eneral, our evaluation included the following authorized scope of services:
3.1 Subsurface Exploration
In order to characterize the general nature of soil and groundwater conditions at the site, three
drilled soil borings (B-1 through B-3) were conducted using'our CME 75 truck-mounted drill rig
with an automatic Standard Penetration Test (SPT) hammer,
The Standard Penetration Test is performed by driving'a 2-inch, 0.0., spiit-spoon sampler into
the undisturbed formation located at the bottom of the advanced a,uger with repeated blows of a
140-pound, pin-guided hammer falling a vertical distance of 30 inches. The number of blows
required to drive the sampler one-foot is a measure of the soil consistency (cohesive soils) and
density (non-cohesive soils). ' ,
It should be noted that automatic hammers generally produce .Io'^!er standard .penetration test
values than those obtained using a. traditionai safety hammer. Studies have generally indicated
that penetration resistances may vary by a factor of 1.5 to_ 2 ,between the two methods. We
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PSI Report No. 722-65006-1
. February 27, 2006'
Pa!'je 2
have considered this drilling and testing methodology in our description of soil consistency for
cohesive soils and density for non-cohesive soils in our evaluation of soil strength and
compressibility.
SPT samples were taken at 2.5-foot intervals for the first 10 feet. and then at 5-foot intervals to
the termination depths of the borings. Oisturbed split spoon samples were collected from at the
SPT intervals. Samples were identified in the field, placed in sealed containers, and transported
to the laboratory for further. classification and testing.
The soil boring locations are shown on the attached Soil Boring Location Map in the Appendix.
A log of the soil borings are also attached in the Appendix. Upon completion, the soil boring was
loosely backfilled with the auger cuttings and granular bentonite chips.
3.2 Laboratory Evaluation
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Selected samples of Ihe subsurface soils encountered were returned to our laboratory for further
evaluation to aid in classification of the materials, and to help assess their strength and
compressibility characteristics. The laboratory evaluation 'consisled of visual and textural
examinations, moisture content tests (ASTM 04959), gradation tests (ASTM 04228 and 01140),
Atterberg limits tests (ASTM 04318-00), and soil classification tests (ASTM 02487). Results of
the tests are shown in the Appendix.
3.3 Engineering Analysis
Engineering analyses and recommendations regarding general foundation design including
allowable soil bearing pressures, minimum footing depth requirements, and estimates of
foundation settlement are included in this report. In addition, recommendations were developed'
addressing site preparation, placement and compaction of fill materials, and site preparation of
the floor slab areas. '
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The geotechnical recommendations presented in this preliminary report are based solely on the
available project information, the proposed building location and the. subsurface materials
described in this report. If any of the noted information is incorrect including the assumed
column and wall loads, please inform us in writing so t~at we may amend the recommendations
presented in this report, if appropriate and if desired by the client PSI will not be responsible for
the implementation of its recommendations when it is not notified of the changes in the project
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4.0 Site and Subsurface Conditions
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Site and subsurface features encountered at the time of our field services are described below.
4.1 Site Description
The subject site is located at the north end of Kruse Way in Springfield, ,Oregon. The proposed
building site is currently level and the Kruse Way asphaltic concrete cul-de-sac runs under the
center of the proposed building location. The remainder of the site is covered with shallow
grass. The elevation of the site is similar to Kruse Way. The site is bordered to the north by the
Courtyard Hotel, the south and east by residential housing and west by Comfort Suites Hotel.
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February 27, 2006
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4.2 . Geology
The subject site lies within the southern portion of the Wlllamette Valley Geomorphic Province,
east of the Coast Range and west of the Cascade Mountains Geomorphic Provinces. The
Willamette Valley Province is regional lowland that extends from just south of Eugene, Oregon
to Vancouver, British Columbia. Within Oregon, this narrow alluvial plain is approximately 130
miles long and ranges from approximately 20 to 40 miles wide (Orr and Orr. 1996). The
province is drained by the Willamette River, the longest northcflowing river in North America.
Compressional forces attendant with uplift of the Cascade and Coast Range Mountain Ranges
during the Miocene and Pliocene epochs depressed the YVillamette Valley. The bedrock
lithology of the Willamette Valley in the vicinity of the subject site is the late Eocene aged
(approx. 35 million years ago) Eugene Formation, a generally well consolidated 10 Iithified,
tuffaceous near-shore marine sedimentary rock that was gently folded during the geosynclinal
compressional period described above (Yeats and others, 1991). .
,
Prior to deformation, low energy streams and lakes present within the southern Willamette
Valley during the' Pliocene epoch covered the Eugene Formation with fluvial and lacustrine
deposits of silts and clays to various depths. With the raplduplift,of the Cascade Mountains in
the Pliocene epoch, steepened stream gradients resulted in increased erosion of the Cascades
and rapid deposition of thick gravel layers that incised the soft fluvial and lacustine deposits
overlying the Eugene Formation. Locally, fining upward sequences of rhythmite deposits from
the Pleistocene aged Missoula Floods are preserved that record up to 30 advance and retreat
cycles of Lake Allison (Waitt, 1985), which filled the Willamette Valley to a depth of
approximately 350 feet with each flooding event (Allen and others, 1986).
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4.3 Soils
Based on the soil borings, the soil profile generally consisted of approximately:
Soil Boring B-1: approximately 4 inches of an organic rich vegetation layer underlain by
approximately 3 feet of soft to medium stiff sandy silt. Underlying the soft to medium stiff sandy
silt was approximately 3 feet of medium dense silty sand. Underlying the medium dense silty
sand was medium dense, well graded gravel'with silt and sand, locally known as "bar run" gravel.
The gravel extended to the maximum depths explored of 16 Y:z feet. At approximate depth of 14
feet, the well graded gravel with silt and sand became very dense.
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Soil Boring B-2: approximately 1 Y:z feet of medium dense clayey gravel fill with organics (grass
roots) in the upper 4 inches. Underlying the medium dense clayey gravel was approximately 7 Y:z
feet of soft to medium stiff sandy silt. Underlying the 'soft to medium stiff sandy silt was medium
dense, well graded gravel with silt and sand, locally known as "bar run" grayel. The gravel
extended to the maximum depths explored of 16 Y:z feet.
Soil Boring B-3: approximately 2 Y:z feet of medium dense clayey gravel fill with organics (grass
roots) in the upper 4 inches. Underlying the medium dense clayey gravel was medium dense,
well graded gravel with silt and sand, locally known as "barr-un" gravel. The gravel extended to
the maximum depths explored of 16 Y:z feet.
For more specific details of Ihe soils encountered in our soil boring and location, please
reference our Soil Boring Logs In the Appendix of this report
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PSI Report No. 722-65006-1
. February 27, 2006 .
Pa~e 4
4:4 Groundwater
Static groundwater was initially encountered at 6 to 9 feet below existing site grades in our soil
borings, but rose to 4 to 5 feet respectively, at the end of our. exploration on February 6, 2006.
We anticipate that groundwater may rise during months of peak runoff.. Variations in
groundwater levels should be expected seasonally, annually and from location to location.
Groundwater measurements were taken during the wet season with rainfall totals higher than
average for this time of the year. Year to date rainfall totals .measured at the Eugene Airport,
located approximately eighteen miles west-northwest of the subject site, reported 13.76 inches
as of February 6, 2006. The normal precipitation total for this date is 9.31 inches (Register-
Guard Newspaper, February 6, 2006). The contractor for this project should anticipate surface
and subsurface seepage into any subsurface excavations performed during high moisture
periods of the year. \file recommend the contractor verify groundwater. levels at the time of
construction. .
5.0 Conclusions and Recommendations
Based on the results of our field work, laboratory evaluation, and engineering analyses, it is our
opinion that the site is suitable for the proposed buildings provided that the following
recommendations are incorporated into the design and constructior:1 of the project.
The primary geotechnical factors influencing the proposed construCtion are:
1. Presence of up to 7 Yz feet of soft to medium stiff sandy silt/silty sand in soil borings B-1
and B-2 (see attached Soil Boring Location Map).
5.1 Seismic Considerations
In accordance with Table 1615.1.1 of the 2004 State of Oregon Structural Specialty Code
(SOSSC), an amendment to the 2093 International Building Code (IBC), we recommend a Site
Class D (stiff soil profile) for this site when considering the average of the upper 100 feet of the
site. According to the USGS probabilistic . ground motion maps
(htto://eaint.cr.uso~.gov/eq/html!lookup-2002-interp.htmlj and using a latitude of 44.082622
degrees and longitude of -123.041592 degrees, the maximUm considered earthquake (MCE)
ground motions for the site are S5=0.66g and S,=0.32 (for Site Class B). In accordance with
Tables 1615.1.2 (1) and 1615.1.2 (2), Ihe Site Coefficients Fa' and F, are 1.27 and 1.76
respectively, for site Class D. Therefore the adjusted MCE ground motions are Sm5=0.838 and
Sm1=0.563 (for Site Class D). The PGA (peak ground acceleration) for this sile is 0.27g. The
relurn interval for these ground motions is 2 percent probability of exceedance in 50 years.
The following addresses OSSC Section 1802.2.6 Seismic Design Category C
1. .Assessment of seismic hazards including liquefaction, lateral spread, ground surface
rupture due to faulting or lateral spreading, seismically-induced settlement of soils due to
ground shaking, and earthquake-induced landsliding. .
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Liquefaction: Based on the results of, our soil borings conducted on February 6, 2006.
the risk of liquefaction is low-primarily due to the ';absence of loose, saturated, low-
plasticity within the explored depths. We do not recommend any mitigative measures be
taken in the design of the proposed structure to address ris.k to life-safety.
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February 27, 2006
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Lateral Spread: 'The'risk of lateral spread is negligible due 10 the absence of slopes
. adjacent to, or on, the site; as well as the low risk of. liquefaction as staled above. No
mitigative measures are recommended in the design of the proposed structure to
address risk to life-safety. '
Ground surface rupture due to faulting or lateral spreading: The risk of ground surface
rupture due to lateral spreading is negligible. There are no known active faults mapped
in the vicinity of the site, nor did we observe evidence of faulting in our soil boring.
. However, due to the active seismicity of Oregon, the possibility of faults in the area
cannol be completely ruled out In light of this, we recommend consideration be made to
using flexible utility connections to mitigate the risk to life-safety.
Seismically-induced settlement: Based on the anticipated earthquake scenario and, the
. soli stratigraphy of the site, relatively minor seismically induced settlement is likely to
occur (up to about 1 inch). Such settlement will probably affect relatively large areas so
that differential settlements over short distances are Iikely'to be very small. We do not
recommend any mitigative measures be taken in the design of the proposed' structure to
address risk to life-safety, other than including f1exible,utility connections.
Earthquake-induced landsliding: Landsliding is not considered a hazard on this site due
to the lack of significant steep slopes on or adjacent to the site. We do not recommend
any mitigative measures be taken in the design of the proposed structure to address risk'
to life-safety.
The following addresses osse Section 1802.2.7 Seismic De,sign Category 0 .
1. Determination of lateral pressures on basement and retaining walls due to earthquake
motions. .
Based on our review of the project plans and information.provided by the design team,
we understand there are no plans for .any basements or' retaining walls. Therefore, a
determination of seismic lateral pressures on basement and retaining walls is not
needed.
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2. An assessment of potential consequences of any liquefaction and soil strength loss,
including eslimation of differential setllement, lateral movement or reduction in
foundation soil bearing capacity..
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The risk for Iiquefaclion, soil strength loss, and any differential settlement due to seismic
activity for this site is relatively low'due to the absen'ce ot'loose, saturated low-plasticity
or granular soils within the explored depths. We do not recommend any mitigative
measures be taken in the de'sign of the proposed structure to address risk to life-safety,
. other than using "flexible" utility connections. .
5.2
Site Preparation
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In general, we recommend that all structural improvement:areas be drained of surface water,
and stripped of surface vegetation and topsoil material$ (approximately 4 inches), highly
saturated or disturbed' soil, and any other deleterious materials encountered at the time of
construction. Additional site preparation will depend upon the proposed site grades and building
features. The existing Kruse Way asphaltic concrete pavement and concrete curbs should be
removed as well as any existing utility trenches that extend'under the proposed building. Prior
PSI Report No. 722-65006-1
February 27, 2006
- , Paqe 6
to backfilling any excavations with structural fill, the area should be observed by a
representative of the Geotechnical Engineer. to ensure that the above Items have been properly
removed, and the exposed subgrade is ready for fill placement. .
All density testable structural fill materials placed in the building area should be moisture
conditioned to within :t 2 percent of optimum moisture content and compacted by mechanical
means to a minimum of 95 percent of the material's maximum dry density as determined in
accordance with ASTM 01557 (Modified Proctor). Fill materials should be placed in layers that,
when compacted, do not exceed about 8 inches. . .
Additional fill material, if needed, during wet weather construction should consist of an all~
weather; clean, granular fill containing less than 5 percent material passing the U.S. #200 sieve,
such as sand, crushed rock, or sand and gravel. A non-density'testable fill material such as
sandy gravel (locally known as bar run) may be utilized for achieving desired grades. Due to
the variability of the fines content in locally available bar run gravel, if earthwork construction
using bar run gravel is anticipated to take place during wet weather, it will be important that the
suitability of the bar run gravel is evaluated by the geotechnical engineer.
The on-site, native soils could be considered for re-use as structural fill during dry weather
conditions provided they are free from organic material and cJ~bris. Moisture conditioning of the
on-site soils in order to facilitate compaction should be antiCipated as it appears some of the
soils are well above optimum moisture content needed to achieve compaction. Selected
samples of the materials to be used for structural fill should be submitted to our laboratory in
order. to evaluate the maximum density, optimum moisture content, and suitability of the soil for
use as fill.
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Excavation and construction operations may expose the 'on+site fine grained soils to inclement
weather conditions. The stability of exposed soils may rapidly deteriorate due to precipitation or
the action of heavy or repeated construction traffic. Accordingly, foundation area excavations
. should be adequately protected from the elements, and from the action of repetitive or heavy
construction loading.
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5.3 Site Preparation during Wet Weather
Placement of crushed rock should follow immediately aft~r site grading in order to provide
proleclion of the sensitive subgrade soils during construction actiVities. In traffic areas, the
placement of a one-foot thick granular working. base is generally recol1!mended with thicker
sections and/or geotextile fabrics recommended in heavily traveled areas.' Generally, Ihree to
six inches of crushed rock is sufficient in foot traffic areas.
. The on-site upper fine-grained soils are highly moisture sensitive and thus will not be suitable
for use as structural fill during wet weather construction. I Additional fill material, if needed,
during wet weather construction should consist of an all-we'ather, clean, granular fill containing'
less than 5 percent material passing the U.S. #200 (0:075 mmj'sieve, such as sand, crushed
rock, or sand and gravel. During wet weather grading operalibns, all excavations should be
performed using a smooth-bladed, tracked backhoe working from areas where material has yet
to be removed or, if necessary, from the already placed structural fill. If excavation equipment
does work on the structural fill, care should be taken not to disturb (pump up) the underlying
moisture sensitive nalive soils. Should soils become disturbed, the soils should be removed to
firm native subgrade and replaced with structural fill in accordance with the Site Preoaration
section of this report. .
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PSI Report No. .722-65006-1
February 27, 2006
Paqe 7
Proofrolling of excavation bottoms is likely not appropriate during \(\let weather grading in order
to avoid disturbance of moisture-sensitive soiis. Shouid 'construction take place during wet
weather, we recommend that a representative of the geotechnical engineer be present to
observe the subgrade in order to evaluate whether additional preparation is indicated.
5.4 Foundation Recommendations
5.4.1 Conventionai Spread Footing Alternative
Please note that this option. is preliminary and is only 'recommended if the proposed
building column and wall loads do not exceed 250 kips. Once final building loads have
been determined we should be notified to verify if our conventional spread footing
recommendations still apply. We also recommend additional subsurface investigation
work to find the Hmits of the soft to medium stiff sandy silt/silty sand strata.
The planned construction can be supported on conventional spread footing foundation's bearing
on a minimum of three feet of properly compacted, granular;' structural fill overlying the soft to
medium stiff sandy silUsilty sand strata. The granular fill may consist of crushed rock or sandy
gravel (i.e. bar run). It is important that all of the foundations be unifdrmlysupported on a
minimum of three feet of granular fiiL The granular fill should' be free of organic or other
deleterious materials, with a maximum particle less than two inches and less than five percent
passing the U.S. #200 sieve. The granular fill should extend horizontally on all sides of the
footing a minimum distance equal to one-half the depth of the fill (i.e: for a three foot thick fill,
the width of the overexcavation should be at least 1 % feet wider than Ihe footing on either side).
The granular fill shouid be properly compacled as described in the Site Preparation section of
this report. .
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As an alternative, backfill under the proposed foundation footings could be performed using
three feet of Controlled Density Fill (CDF), or sand/cement slurrY. If a CDF is used, it should
meet a minimum compressive strength requirement of 50 pounds per square foot (psi) at an age
of 28 days; and have a minimum of 1 sack of cement. Also, if CDF is used, the foundation
footing excavations can be excavated laterally to match the dimensions of the proposed footing
and do not need to be oversized as recommended above.'
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Spread footings for buiiding columns and continuous.wall footings supported on either three feet
of structural fill/CDF fill can be designed using a maximum allowable bearing capacity of 1,500
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pounds per square foot. Allowable soil bearing pressures are based on dead load plus design
live load. A one-third increase is allowed for short-term wind and seismic loading. Minimum
dimensions of 24 inches for column and 18 inches for continuous footings should. be used in
foundation design to reduce ttie possibility of a local bearing capacity failure. A factor of safety
of 3 has been used for allowable bearing capacities recommended herein.
Consolidation of the overburden resulting from the foundation loads will result in some
foundation settlement. Based 'on the results of the field tests. and the anticipated fou[1dation
loads, we estimate that foundation settlements should not exceed one inch. Differential
settlement between. two adjacent columns will probably riot exceed 50 'percent of the' total
settlement. . .
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Horizontal loads acting on shallow foundations are resisted .by friction along the foundation base
and by passive pressure against the footing face, which .is perpendicular to the line of applied
force. The coefficient of friction between the base of the footing and properly compacted, .
granular fill is 0.35. If sandy gravel (locally known as bar r~n) is,' used, the coefficient. of friction
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PSI Report No. 722-65006-1
. February 27, 2006
Page 8
between the base of the footing and properly bar run fill is 0.30. Passive soil resistance values
equal to an equivalent fluid pressures of 270 pcf may be used for either compacted, granular fill
or bar run sandy gravel against the face of the footing. These values, for friction and passive
resistance, incorporate a factor of safety of 1.5, which is appropriate due to the amount of
movement required to develop full passive resistance.
The foundation excavations should be observed by a representative of PSI prior to steel or
concrete placement to assess that the foundation malerials are capable of supporting the
design loads and are consistent with the materials discussed in this report. ,Soft or loose soil
zones encountered at the bottom of the footing excavations should be removed to the level of
firm soils free of deleterious materials or adequately compacled structural fill as directed by the
geotechnical engineer. Cavities formed as a result of excavation of soft or loose soil zones
should be backfilled with lean concrete or dense, well-graded compacted crushed rock.
5.4.2 Rammed Aggregate Pier Alternative
Rammed Aggregate Piers (Geopiers) may be considered for founding of the proposed building.
Rammed Aggregate Piers are densely compacted columns of weill-graded gravel that transfer
bearing loads in a manner similar to a concrete pier or caisson. Rammed Aggregate Piers can
be designed to transfer loads to competent bearing materials underlying the soft soils or, by
utilizing skin friction, rammed aggregate. piers can be termi.nated before reaching competent
bearing materials. They can typically be installed both above and below groundwater. Casing
methods may be necessary in soils that easily slough (I.e. low shear strength. soils or
cohesionless soils). Using Rammed Aggregate Piers can be a cost-effective method of
reducing the need for over-excavation, and eliminating more costly concrete deep foundalions
(I.e., piers or caissons). They have been used successfully on .similar projects with soft soil
conditions in the Willamette Valley. Rammed Aggregate Piers are a proprietary design/build
method provided solely by a specialty geotechnical contractor. Please contact us for more
information if needed.
5.4.3 Drilled Pier Alternative
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When considering reinforced concrete drilled piers for support of the proposed building,' the
piers may be sized as follows assuming a minimum pier length of 8 'h feet, which includes a
minimum embedmenl depth of two feet into the medium dense native gravel slratum:
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Qa (kips) = 18*(D^2)
. where Oa=allowable bearing capacity
O=pile diameter in feet .
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As an example of the axial compressive capacity (Oa) of the.drilled piers, a 2-foot diameter pier
(I.e. 0=2 with a length L of at least 8 'h feet) would have an allowable axial compressive
capacity of about 72 kips;
The above equation assumes that no axial compressive pier .Ioad' tests will be performed (I.e. a
factor of safety of 3 was used). If load tests are performed, the factor of safety may be reduced
to 2.
The allowable axial capacities may be increased one-third 'when considering short-term wind
and seismic loading. Estimated'maximum total and differential settlements due to an axial
compressive load are anticipated io be on the order of less than 1" inch and 'h inch, respectively.
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;PSI Report No. 722-65006-1
February 27, 2006
Paqe 9
We have ignored skin friction of the pile when calculating load carrying capacity because of its
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very small contribution. .
Our experience has shown that actuai allowable axial load capacities can greatly exceed the
calculated capacities identified above. Therefore, we suggest that pile load testjng be
conducted on at least 1 test pier to at least 2.5 times the allowable'capacity, in order to optimize
foundation iayout and construction costs.
Lateral load capacities can be provided once pier diameters are known. The selection of the
appropriate pier diameter(s) will require input from the Structural Engineer.
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5.4.3.1 Pier LoadTesting
We anticipate that given the relatively small number of piers oh this project, load testing may not
be desirable by the project team. In anticipation of this, we have used a pier end-bearing factor
of safety of 3. If load testing is performed, the factor of safety:maybe reduced to 2.
We recommend that load testing, if selected, be conducted in accordance with. ASTM Designation
D1143, standard method of test for "Piles Under. Static Axial Compressive. Loads." We
recommend load testing be conducted on at least 1 test pier, to at least 2.5 times the allowable .
bearing capacity. In order to achieve a pier load test to 2.5 times the allowable capacity we
recommend using concrete with a compressive strength of at least 5,000 psL In order to
accelerate pier load testing, the use of a "high-early" mix njay b'e considered. The allowable
compressive capacity should be based on a Factor of Safety of 2 applied to the ultimate load
reading al the greatest acceptable vertical deflection, as:' determined by the Geotechnical
Engineer.'
If substantial uplift loads are to be applied to the pier/pile, uplift capacities should be verified with
an in-place load test in accordance with ASTM Designation D 3689 "Standard Method of
Testing Individual Piles Under Static Axial Tensile Loads." Since failure of.the test or reaction
piers/piles may occur, we recommend that test piers/piles not be used for service piers/piles. All
pier/piles load tests should be conducted under the supervision of the geotechnical engineer.
The test piers/piles should be installed following the same procedures that will be used to install
the production piers/piles. The geotechnical engineer should also witness installation of the test
piers/piles.' " .
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5.5 Floor Slab Support
The floor slab can be grade supported on at least 8 inches of ,properly compacted, crushed,
granuiar fill placed as described in the Site Preparation section of this report. In order to achieve
compaction of the granular fill, a geolextile fabric andpossi~!y ad,ditional 6 inches .of granular fill
may be necessary depending upon the moisture content ::of the native soils at the time of
construction (Le. if the native soils are wet). For any heavily loaded floor slabs, we shouid be
contacted with specific load informat'lon in order to provide additional recommendations. If the
soil conditions allow, proofroll testing with a fully loaded, dual axle dump. truck should be
accomplished in order to identify any soft 'or unstable subgrade soils that should be removed
from the floor slab area prior .to structural fill placement. ~ representative of the geotechnical
engineer should be present to observe the subgradein order to evaluate whether proofroll
testing is feasible and whether additional preparation is indicated. Additionally, the structural fill
should be proofrolled to a firm unyielding condition.
,PSI Report No. 722-65006-1
February 27, 2006
Page 10
The crushed rock fill should provide a capillary break 10 Ii mil migration of moisture Ihrough Ihe
slab. If additional protection against moisture vapor is desired,: a moisture vapor retarding
membrane may also be incorporaled into the design. . Factors such as cost, special
considerations for construction and the floor coverings suggest that decisions on the use of
vapor retarding membranes be made, by the architect and the' owner.
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5.6 Retaining Walls
We understand that there are no retaining walls planned for this project. However, the
following information is being provided in the event they a.re needed in the future.
Retaining wall foundations should be prepared as describ~d in seelion 5.4 above. It is
recommended that all below-grade walls and retaining walls be'provided with a positive foundation
drainage system. A typical below-grade wall drain would cons.isl of a minimum 4 inch flexible or
rigid perforated drain pipe protected by a proper filter medium, (clean, coarse granular fill) and a
non-woven geotextile fabric. The n'on-woven filter fabric is intended to encircle or wrap the entire
system. The foundation drain system should be tied to the storm. drainage system, allowed to
daylight down slope, or collected in a sump and pumped out!' This system typically is installed
directly on top of the footing with the free-draining filter medium extending approximately 18 inches
behind the wall and to within 2 feet of the final grade. This free draining material should be capped
by 2 feet of relatively impervious soil and graded to provid\l drainage away from the wall to
minimize the infiltration of surface water.
We recommend that the retaining walls be waterproofed, where appropriate, and be designed to
resist lateral earth pressure, plus any surcharge loading that occurs as a result of any vehicular
traffic or adjacent floor or foundation loads from upper levels.' .
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Lateral earth pressures on walls which are not restrained at" the top, such as cantilever walls,
may be calculated on the basis of an equivalent fluid pressure of 35 pcf. Walls that are
restrained from yielding at the top, such as basement walls, may be calculated on the basis of
an equivalent fluid pressure of 55 pct. Lateral loads may be resisted by passive pressures
acting against footings and by friclional resistance between foundation elements and supporting
soils. An equivalenl fluid density of 270 pet and friction factor: of 0.30 may be used for design of
foundations' hearing on either compacled, granular fill or bar run sandy gravel. The above
values for sliding frielion and passive soil resistance incorporate a 'factor of safety of 1.5 and all
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values assume a near horizontal slope and adequate drainage,., ,. . .. .
The recommended lateral pressures do not include the influence of adjacent surcharge loads. .
Additionally, where groundwater is expected to rise above Ihe bollom of walls, the
corresponding hydrostatic pressure must be included in Ihe design. The actual earth pressure
on the walls will vary ac~ording to material types and backfill materials used and how the backfill
is compacted. '
Backfill of foundation walls, including the existing struelure's basell)ent walls, and retaining walls
should be free-draining, granular material. The backfill materials should be placed in 8-inch thick
loose layers and compacted to 90 percent of the modified Proelor maximum dry density according
to ASTM D 1557. We recommend that backfill direclly behind the walls be compaeled with light,
hand-held compaelors. Heavy compactors and grading eqUipment should not be allowed to
operate within.5 to 10 feet of the walls during backfilling to avoid developing excessive temporary
or long-term lateral soil pressures. We recommend that a 'representative of the geotechnical
engineer be present to monitor all foundation excavations ang fill placement. Below grade walls
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PSI Report'No. 722-65006-1
February 27, 2006
Paqe 11
~hou'ld also be designed to resist adjoining surcharge loads from foundations and/or equipment
located in the vicinity of the wall. .-
5.7 Construction Dewatering and Drainage Considerations
Water should not be allowed to collect in foundation excavations, on floor slab areas, or on
prepared subgrade of the construction area either during or after construction. Excavated areas
should be sioped toward one corner to facilitate removal of any collected rainwater, groundwater,
or surface runoff. Positive site drainage should be provided to reduce infiltration of surface water
. around the perimeter ofthe building and benealh the floor slabs. The grades should. be sloped
away from the building and surface drainage should be collect,ed alld discharged such Ihat water
is not permitted to infiltrale the backfill and floor slab areas of the blJilding. Should excessive and
uncontrolled amounts of seepage occur, the geotechnical engineer should be consulted.
5.8 Excavations/Slopes
Temporary earth slopes may be cut near-vertical to heights of 4 feet. Excavations deeper than
4 feet should be performed in accordance with Department of Labor Occupational Safety and
Health Administration (OSHA) guidelines. Job site safety is the responsibility of the project
contractOr.
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In Federal Register, Volume 54, No. 209 (October 1989),; the 'United States Department of
Labor. Occupational Safety and Health Administration (QSHA) amended its "Construction
Standards for Excavations, 29 CFR, Part 1926, Subpart P". This document was issued to better
insure the safety of personnel entering trenches or excavations. "It is mandated by this federal
regulation that excavations, whether they be' utility trenches, basement excavations, or footing
excavations, be constructed in accordance with the' n~w OSHA guidelines. 'It is our
understanding that these regulalions are being strictly enforced and. if they are not closely
followed, the owner and the contractor could be \iablefor su~stantial PE!nalties; .
The contractor is solely responsible for designing and constructing stable, temporary
excavations and should shore, slope, or bench the sides of Uie excavations as required to
maintain stability of both the excavation sides and' bottom. 'The contractor's '''responsible
person"; as defined in 29 'CFR Part 1926, should evaluate the soil exposed in the excavations
as part of the contractor's safety procedures. In no case sh'ould 'slope height, slope inclination,
or excavation depth, 'including utility trench excavation depth, e~ceed those specified in local,
state, and federal state regulations. '
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We are providing this information solely as a service to 'our client. PSI does not assume
responsibility for construction site safety or the contractor's. or other parties' complian'cewith
local, state, and federal safeityor other regulations. .
5.9 Construction Monitoring
It is recommended that PSI be retained to examine and identify soil exposures created during
project excavations in order to verify that soil conditions are as anticipated. We further
recommend that structural fills, if any, be conlinuously observed and tested' by our
representative in order to evaluate the thoroughness and uniformity of their compaction. If
possible, samples of fill rnaterials should be submitted to our laboratory for evaluation prior to
placement of fills on site. .Costs for the recommended observations during construction' are
beyond the scope of this current consultation: Such future services would be at an additional, '
charge. .
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PSI Report No. 722-65006-1
, February 27, 2006
Page 12
6.0 General
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. PSI did not provide any service to. investigate or detect the presence of moisture, mold or other
biological contaminates in or around any structure, or any service that was designed or intended.
to prevent or lower the risk of the occurrence' of the amplification of the same. Client
acknowledges that mold is ubiquitous to the environment with mold amplification occurring when
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buiiding materials are impacted by moisture. Client further acknowledges that site conditions
are outside of PSI's control, and that mold amplification will likely occur. or continue to occur. in
the presence of moisture. As such, PSI cannot and shall not be held responsible for the
occurrence or recurrence of mold amplification. .
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This report is for the exciusive use of the addressee and their representative to design the
proposed structure described herein and to prepare construction documents. The data,
analyses, and recommendations may not be appropriate for other structures or purposes. We
recommend that parties cOl)templating other structures or purposes contact us: In the absence
of our written approval, we make no representation and assume no responsibility to other
parties regarding this .report.
The recommendations contained in this report are based ori the available subsurface
information obtained by PSI, amj design details furnished for the proposed project. If there are
any revisions to the plans for this project, or if deviations from the subsurface conditions noted
in this' report are encountered during' construction, PSI should .,be notified immediately to
determine if changes in the foundation recommendations are required. If PSI is not retained to
perform these functions, PSI will not be responsible for the impact of those' conditions on the
project.
Services performed by the geotechnical engineer for.this project have been conducted with that
level of care and skill ordinarily exercised by members of the profession currently practicing in
this area. No warranty, expressed or implied, is made. ...
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Respectfully Submitted,
Professional Service Industries, Inc.
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Raymond V. Aliperti
Project Manager
Charles Lane, P.E.
Senior Ge:otectinical Engineer
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PSI ReportNo. 722-65006-1
February 27, 2006
Page 13
APPENDIX
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IProiect
Proposed.Holiday Inn Hotel
Kruse Way
Springfield, Oregon 97477
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SITE LOCATION MAP
Project No"~
Date
722-65006-1
February 27, 2006
L
. Professional Service Industries _ 1040-A Shelley Street - Springfield, Oregon 97477 - Phone (541) 746-9649 - Fax (541) 746~7163
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Source: Jensen/Fev Architects & Plannina Site Plan sheetA"1.1 dated January 13. 2006
Project .
Proposed Holiday Inn Hotel
Kruse Way
Springfield, Oregon 97477
Project No.
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Date
722-65006-1 . February 27,2006
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Professional Service Industnes- 1040-A Shelley Street - Springfield,' Oregon 'd 7477 - Pone 541) 7 6-96 9 - . ax 541) 746-7163
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LOG OF TEST BORING NO, B-1
CLIENT: Sycan Development Corporation
PROJECT: Holiday Inn Hotel
LOCATION: Kruse Way, Springfield, Oregon
97477 . .
PSI PROJECT NUMBER: 722-65006
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SOIL DESCRIPTION
. DATE OF EXPLORATION: 2/6/2006
l"QUIPMENT.:. <,:ME 75 w/ auto ha=er
LOGGED BY: Ray Aliperti
:BORING LOCATION: 160'E,245'S ofNWproperty
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SPT Iclayey silt with organics(grasslgrass roots), wet, I '.
I lI:!,.inCll<&fui.s;.kl_______________J
- sandy SILT, red-brown, wet, soft to medium
stiff
wen gr3ded-GRA vie With Silt andsand, -gray, - ;
_ wet, medium dense . ,.
~ ,~
,e.
'."
~.~.
,41
"."
~ '.
;41
,'"
1.._
,0
'."
I....
,0.
.,.
I.. .
,Ill
'."
~- ..
'-SPT
2
- 5
l.
l.
. -'-- SPT
4
["
-10--
SPT
- 5
.L
.-15--
SPi
6
[ 00
0
~
~ - 20-
r
[ 0
~
~-
"
0
u
~-
l. ~
~
~
~-
.
0
0
00
.-
N
l.. N
,
0- 25-
z
"
~
00
~
--
------------------------
silty SAND, red-brown, wet, medium deuse
SPT
3
very dense at 14'
Boring was terininated at 16.5 feet below existing
site grade. The boring was loosely bacldllled
with auger cuttings and.bentonite chips at the end
of exploration on 2/6/06. Groundwater was
initially measured to be 7 1/2 feet below grade
immediately after auger removal, but rose to 4 1/2
feet by the end of our site. exploration.
Stratification lines/depths are approximate.
Actual soil conditions encountered during
construction may vary from those described
ab9ve~ .
-'.1040-A Shelley Street
--
- ., ,..., ^..........
~~--------~--------
ML 0-2-3 1.0
LL~38, PL~25, PJ~13
.____ _l'J_ J2:.1.:.2_ Q,~. ?2._
SM
:z
22 0-3,6 25
---- --- ---- -_.---
ow
'+-
. 6-10-1]
,
8-11-8
6 20-35(' ")
, '
. _~__ _____~"_'_ .__ '._'__ __ ._..__u.. '._._,. '_'__'~___"
.. ." ,--... .-.---.-----. . -. ~-_._----~---,---"_._--_..._--._-- -- ---------------- -- ,~-~.
-- . '.
...,----------~-_._--...,_.__._-_._---'-"--~--~-"_.
LOG OF TEST BORING NO. B-2
DATE OF EXPLORATION: 2/6/2006
EQUIPMENT: CME.75 wi auto ha=er .
'. LOGGED BY: Ray A1ip~rti
BORING LOCATION: 110'E;225'S ofNE property
CLIENT:' Sycan Development Corporation
PROJECT: Holiday Inn Hotel
LOCATION: Kruse Way, Springfield: oregon
. .9747.7
PSI PROJECT NUMBER: 722-65006
SURF. ELEV.:
~
"-<
:Ii
f-<
""
~
Q
en
~
-l
""
~
en
comer
-l ct:ien .~~. ~'" f-<C~g;
O. . en ;:Jf-< ;:J'" ~~ i:l
~ u<( f-<ffi -l"' ~ -=.~ t:IJ
~.....:! g::f-< <C~ uZ <(0 REMARKS
;.. ;:Ju OZ, >~ O~A..O
en '0 """" N
~R Z--' ~'::tl:
ell
SOIL DESCRIPTION
SPT clayey gravel fill; red-brown"ffioist to wet, - ~
1 organics'in upper 4 inches, ffie~ium dense : i ,5:.4-3
------------------------- ,,-~-- --- ---- --.---
sandy Sn.T, red-brown, wet, soft to medium ML
stiff
-SPT 22 1-2-2 1.0 .78
2
-. '~
- 5
SPT 30 1-1-2 0.5 64
- 3
['
1-
-SPT
4
[-:
-10--
SPT
- 5
I
['
-15--
SPT
6
[ -
[ .
~
e
w
,,- 20-
~
D
~
~-
~
o
u
;n-
o.
[
[
-
'-
~
m
o
~
.<O~
N
N
~
~ -25-
z
~
'-
.~
l H
~
r
1-1-3 0.75
-~----------------------~ ----------~--
well gradedGRA VEL with silt and saud, gray, . '",. GW .
wet"medium, dense. ; 'I)
. .-. '
,0
.....
'..
~ :,
,0
...
I. .
,0.
.,.
t. .,
,0
.,..
I. .
.0.
_.:..~
4-7-9
3-6-7
Boring ,was terminated at 16.:5 feet below existing
site grade. The boring was loosely backfilled
with auger cuttings and bentonite chips at the end
of exploration on 2/6/06. Groundwater was
lrutlal1y measured'to be 9 feet below grade
imm'ediately after ~uger removal, but rose to 5
feet by the end of our site.exploration.
Stratification lines/depths are approximate.
Actual soil conditions encountered during __
construction "may vary from tbose described.
above. '.
...._:1 ~~~~'1~,~el~!~:~::~t.,AT7
[
\.
['
[
[
L
['
r'
['
[..
[ .
L
[,-
L
'___.._.._..__ ...__. ,_ _ ._.""~ .u ..... _ ..
~-_._-------_._---~~---'_._--_._._-----_._- .--_.._-~-_.,.-.-
-----'.'.-.. -_._.._~---,--------'-----
LOG OF TEST BORING NO. B-3
CLIENT: Sycan Development Corporation
PROJECT: Holiday Inn Hotel
LOCATION: Kruse Way, Springfleld,.Oregon
97477
PSIPROJECT NUMBER: 722-65006
SU U'. ELEV.:
DATE OF EXPLORATION: 2/6/2006
EQUIPMENT: CME75 w/ anto ha=er
LOGGED BY: Ray Aliperti
BORING LOCATION: 155'E,110'S ofNE property
~orner
SPT clayey gravel fill, red-brown, mOlst to wet, I
_ 1 orgarucs ill upper 4 Inches, medium dense
==------------------------
_ SPT well graded GRAVEL with silt and sand, gray, '~.
2 wet, medium dense ;~;
..'..
,0'
o ..~
~ :'&\
,0:
..~
!..
,0,
...
!,..
iO-
...
~.:,
,0.
li..
~ ,.
,0'
..~
~,",
,0
.;.~
~ ..
,G.
,e"-
t._.
,G
~...
~
'..,
.:0::
I-
0..
P4
Cl
-5 --
SPT
- 3
-SPT
. . 4
-10--
SPT
- 5
-15--
SPT
6
w
e
.w
~ -20-
>-
o
.0
~-
~
o
u
;;;-
~
~
~
o-
W
o
~
w-
N
N
~
0- 25-
z
"
~
.w
;:;,;.....1_
en
P4
~
en
...l
o
'~'
?<
(/)
~~'
I- P4 .
;Q8
oz
::::8
'o~
I-c;6i>
til~CI)s:3
~'-'c(/J;rI)
UZ":o
o P4 0.. 0
~ ~ ,0 N
0' 'It
REMARKS
P4~
:::>"
~.~
>"
, 0
2-'
CQ
uien
. en
U..:
en...l
;jU
son.. DESCRIPTION
1,3"5
--- --- ---- ------
GW
2-6-6
:1.
.2-16-11 "
5-7-7
. 6,10-11
6-10-1'
Boring was terminated at 16.5 feet below existing
site grade. The boring was loosely backfilled
. with auger cuttings and bentonite chips at the end
of exploration on 2/6/06. Groundwater was
initially measured to be 6 feet below grade
immediately after auger.remov!ll, but rose to 4
feet by the end of our site exploration.
Stratification lines/depths are approximate.
Actual.soil conditions encountered during
construction may vary from those described
above. .
f':
''1 ' ."1040'AS!ielle"Stieet
.:....~. s':;riri;;fiefdOPe2:on 97::07
....-..---".--...-,-.
[~"
['
[.
I'
L
[
r
["
l~ .
t
t.
[
l_
[-
.. ..__H'__ . ._., _' -,. .--,.--.-.,,--.-'
.' ~~~,'._~~'~_- ~_" ".'~__"_ .... .'_^" ._",O'".__~",_,__'~'__'_'_. ..-... ,~..~.._.--~'------ '-""-'"~----"- '.
-"-"---~._-----~~-
100'
95
U.S~ SIEVE OPENING IN INCHES
6 4 3 2 1.5 1 3/4 112;~_3
I I I I I ,-
90
85
80
75
70
65
f--
:r:
S2 60
w
'5:
>- 55
'"
'"
w 5C
z .
u::
~ 4:
z
w
~ 40
w
a.
3:
30
25
I
20
1,
10
5
o
100
I COBBLES I'
GRAVEL
coarse I fine
. Specimen Identification
. 61 2.5'-4'
U.S. SIEVE NUMBERS
46 81014162036405060
.:...'.I;--2.c I I. ~.t I
,100140200
I I
HYDROMETER
I
1
I
I'
\
1\
I \..
,i
\:
I
I
I
O.
0.J1
I
0.001
J.
. 10'
I
I
j,
SILT OR CLAY
GRAIN SIZE IN MilLIMETERS
I coarse I
SAND
medium I
. fine.
LL
38
PLPI
--'
25 13
,Cc
Cu
Classification
ASl M U24117-UO
red brown sandy SIL I (ML)
---
.
~_ Specimen Identification
". 61 2.5'.4'
..
L
.c
"
L
G
C
;n
"
0100
9,5.
"
c
,
.
c
"
c
W
N
"
Z
~
Ae;. Rpr.,pivprl M(".i~tllrp. ?R fi,o/,;
.060
0.092
D30
D10
I
%Gravel %Sand
2.0 43.0
%Silt I %Clay
55.0
GRAIN SIZE DISTRI ~UTION
~I
peiiJ
.Client: Sycan Development Corporation
project: Holiday Inn Hotel
Location: k;use way,:Sprlngfield/ Oregon .
_~.... ,..",....r.r.r- I ",h f\l,.., nh_n1 RA
.______._..._._ .. .... __.__.___ ._.__~_ _ _ ....,. ..n...._. .
_..n...'_'_'~" .--__ ----..------.
. _ ."....l,.._.... ~~....~'-~~...~..........__ . ~_ .~...... '....~. __-<.~___~._~__._~.._ ....,.- .~...... " ..-. ._- n._.___ ~---
r
[ .
I.
[
[
[ >
I.
i
[ ~
e
m
;:;
~
I 0
0
~
~
0
U
~
l ~
~
0
~
:;
~
0
l. ~
~
~
OJ
0
~
W'
m
~
w
r
P
L
A
S
T
I
C
I
T
Y
I
N
D
E
X
@ @ ~/'
//
/
/
/'
..-
//
/
/ @. 0
6)
LIQUID LIMIT
LL I PL PI Fines Classification ASTM D2487-00
6G'
50
40
30
20 '
10
CL-ML
n
,)
20
40
Specimen Identification
. 61
J
,~
, 80
100
2.5'-4' 38 25 13 55 red brown sandy SILT (ML)
n -7
. ...~~~
. -.,..,'11 .
ATTERBERG LIMITS' RESULTS
Client: Sycan Development Corporation
Project: .Holiday.lnn I-:Iotel.. .
Location:' Kruse Way, Springfield, Ore'gon
I _t.. "1_ nc n...a.^
..u_,~_.._",_~,...__
.....,-----.
l-
I
r
L'
[
[,
['
[
[-.
t.
[-.'
[
l
l~
I
,-, ......~...~-"._.="~~->'"-'.~~ ",', -'-'- '.,--.
~-------
a~'_"~'~'----'- -.-----_.--~..~---,-----~-------~----'-,.,- -_.-.~
100-
95
90
85
80
75
70
65
f--
I.
S2 60
UJ
$
>- 55 -
ell
a:
~ 50
u::
f-- 45
z
UJ
~ 40
UJ
a.
3~-
30
25
20
15
10
5
o
COBBLES
".._ - _. _.___.. __"._.,.__.._...._..... .__.0....' .
HYDROMETER
U.S. SIEVE' NUMBERS
6 810 1416 2r 30 40 5060 100140200
III I I I' I
I I
::li
"111"~
I \
\
\
\
I
I
I'
I
U.S.-SIEVE OPENING IN INCHES '. I
6 4 3 2 1.5 1 3L4 1/23/8 3 4
I I II 1.11..1 I
---l
I
1\
I
.1.
,.
I
100
10
GRAIN SIZE IN'MILLlMETERS
SILT'OR CLAY
Specimen Identification
. 61 5'-6.5'
Classification
ASIM U24B7-UO
red brown silty SANU (SM)
'-
II
1
I'
, :
'1; .
I
I
I
0.1
0.J1
0.001
fine
LL
PL
PI
Cc
Cu
-----
---
,A~ Rp.r.p-ivp.rI MC\ie:tll"p ?~
---
D10
%Gravel %Sand
12.0 63.0
%Silt I %Clay
25.0
D100
19
D60
0.265
D30
0.103
~ Specimen Identification.
:. B1 5'-6.5'
o -
o
.
~
o
u
e
.
"
.
e
4
~
c
~
"
,
e -
z
"
"
- - .- -~ . GRAIN SIZE DISTRIBUTION
... ~ ~ "1 Client:. Sycan Development Corporation
.aM--.... Project:' Holiday Inn Hotel
~ ~, Location: Kfu~e_wax,s.~rin'gfield,OregOJi;:;...
".._k..,.. 7~~_R"nnR Lab No 06'016B
L
I
I.
[,
['
[
['
[ .
[ .
I
['.
l
1uu
95
90
85
80
75
70
65
f-
I
.~ 601
~ 551
~ 501
~ .451
~ 40
w
"-
3~
301
251
201
151
101
:1
- - -. -."-' .-.-.. ....- ~--'----.-..'.'
--_..---_._~- ------_._---_._---_.__.---_.~.--~ --..--..---.- - -. . -. -. .-,_._-_...
"U:S. SIEVENUMBERS
~/23/8 3 4 6 8101416 2030 40 5060
Illl~,'~:~J'" I
I,
I
HYDROMETER
U.S, SIEVE OPENING'IN INCHES
6432.5'114
I 1'1
10014'1200
I I
l'<
'[ '" I
I
1
I
COBBLES
Ii
1
" I
,
I
1
I
I I 1
I j
1
I
1
1
I
I
0.001
100 .
1)
,0.1
0.11
GRAIN SIZE IN MILLIMETERS
SAND
SILT OR CLAY
medium . fine .-;
Cc
Cu
. Specimen Identification
.82 . 2.5'-4'
Classification
A~ I M U:l4tll-UU
rea Drown.sanaY~IL I (ML)
. LL PL
PI
A~ R':H~pivprl Mni~h~rp. 2' 3%
"
~ Specimen Identification
c'. 82 2.5'.4'
~-
D100
19
. D60
D30
I
%Gravel %Sand
7.0 15.0
%Silt \ %Clay
78.0
2;
0-
t.
C'
;;;
o
"
o
<
"
c
"
c
"
~
"
z
g
D10,
-1
...~~ ~
."".-". "
GRAIN SIZE DISTRI~UTION
Client: Sycan, Development Corporation
ProJect_ .Holiday Inn Hotel, -. .
Location: Kruse Way:S-pnngfleld, Oregon
." ___ '- u. ,.,...,,, .ar::r\"~ I :::1h t\l" nR_fl1 R(;
[ ,
I.
1
t
L
['
[-,
[ .
[ ,
I~'
100
.95
'90 ~-'-
85
80
75
70
65 --
f-
I
. ~ 60
w
5:
>- 55
m
'"
w 50
z
,U:
f- 45
'z
w
~ 40--
w
a.
35
'30
2'
20
1,
10
'-
n
HYDROMETER
-u.S. ~IEVE OPEt'JINC? IN INCHES
6 4.3 2 '.5 1 3/4
I I I
I U;S. SIEVE NUMBERS
1/2~ 3 4 6 8101416,20 30 40 5060
I '.'~__~~ II II I
, , ----
I
COBB~ES . i.
100
10
1001'40200
I I
..
."
.\,
. .
\
\.
i
I
0.1
Oj1
GRAIN SIZE IN MilliMETERS
, SILT OR CLAY
GRAVEL
coarse I . fine
I coarse'l :
Specimen Ide'ntification
. 825'cfL5'
SAND
medil!m !
fine
. LL . PL
PI -Cc
Classification
A::i I M U~41j( -uu
r~a Drown sanay ::ilL I (IVIL)
tle; RAr.'pivprl Mnic:tIlI"'P?q fiOfn
0100,
9.5
060
o
~ Specimen Identification
: e 82 5'-6;5' .
,c;
~
"
o
u
in
~
~
o
~
.
o
.
o
~
~
"
'.z
,
"
o
.
.. ...-..: ' ...
~...~.
AI ,~--...
~'~"'--
030
010
%Gravel %Sand
2,0 34.0 .
%Silt I, %Clay
64.0
\
. GRAIN SIZE DISTRIBUTION
Client: Sycan Developmerit Corporati~n
Project: Holiday inn Hotel ,
i.~c~ti;n~Kruse Vv~Y. 'Springfield,'Oregon',
~I,,~ho,., 7?')'~R;nnR"."'" ,- i':::lh,N'n OR-01f1D
,I
I
1
I
1
1
I
0.001
Cu
L'
I
1_:
[ .
[
[
L
l__
l- .
-.m -
~~-~---- ---~~---
-------~~---~---
---------~--._---~~-_:.~-~.......:,;---_::..--._..~- -"----~._----------_.-
-: ~>
Professional" Servica Industries
GENERAL NOTES
SAMP!..EIDENTIFlCATION. "
The Unified SoilClassificationSystem is used to identify the soil unless otherwise noted.
.
SOIL PROPERTY SYMBOLS ' .
N: Standard "N" penetration: Blows per foot of a 140' pouMd hammer falling 30 inches' an a
'2'-inch O:O.spJlf-spobn.
Qu: Unconfined Compressive Strength, TSF.
Qp: Penetrometer value, unconfined compressive slrepgth., TSF.
Mc: Water Content, %.
LL: Liquid Limit,%. .
PI: ' Plasticity Index, %.
od: Natura,l Dry Density, PCF.
:! Apparent Groundwater I.p-vel at time noted after completion of boring. .
l
DRilLING AND SAMPLING SYMBOLS
SS:
S1-
AU:
08:
C8:
WS:
Split-Spoon -1 3/8" 1.0., 2" 0.0., except where noted.
Shelby Tube - 3" 0,0., except where noted. '
Auger Sample.
Diamond Bit
Carbide Bit
Wash'ed Sample:
.,
TERM (NON-
COHESIVE SOilS)
STANDARD PENETRATiON
RESISTANCE
(SAFETY HAMMER)
0-'4
4-10
10-30
30-50
Over 50
:II.'
STANDARD PENETRATION
RESISTANCE
(AUTOMATIC HAMMER)
0-3
3c7
7-20
20'33
Over 33
Very Loose
Loose
Medium
Dense
Very Dense
I TERM (COHESIVE SOilS) I Qu -(TSF) , I
I Very Soft I 0-0.25 I.
I Soft. -.1" 0.25-0.50 !
I Firm (Medium) 0.50c1.00 ':1
I Stiff 1.00-2.00
I Very Sliff 2.00-4.00 'I
I Hard 4.00+ 11
PARTICLE SIZE
Boulders
Cobbles
Gravel
8 in.+
8 in.-3 in.
3 in.-5mm
Coarse Sand
Medium Sand
Fine Sand
5mm-0.6mm Silt
0.6mm-O.2mm Clay.
0.2mm-0.074mm
_O.074mm-O.005mm
-D.005mm
, .~, -.'.::
,
'.
, . j~
I
I
I
I
-- .
_______..___ _____._._ n', ._~~_....._....__... _____~ __ ._._____~_ ,.--...----
SOIL CLASSIFiCATiON_CHART
NOTE: DUAL SYM8CJLS ARE USED TO iNDICATE BORDERLINE SOIL CLASSIFICATIONS.
. :S)"M80LS' I
~8APHTLl:' J.lcR I
I;:,~;,~. ....G'W.
...:',~"<",, .' .
. ~;.~.. .
~'.s";'r.I..' ~'",.
. . J"''''I'\...JO-...l..I.-
. . a[S' '~~CS"
(LITTLE OR NO FINES) fa D <;:;5a':~1 G P
. F~p;aG;-'I
GRAVELSWrrn ~c,~~ .GM
MAJOR DIVISIONS
r
I
,
COARSE
G RA.lN ED
SOILS
I'
! .
MORE THAN 50%
OF MA TERlAL is.
LARGER THAN
NO. 200 SIEVE
SIZE
[
I..
I
I
I
[ .
l
I
L.
[-
FINE
. GRAINED
SOILS
. MORE THAN 50%
OF MATERIAL IS
SMALLER THAN
NO. 200 SIEVE
SIZE
.,
}.-a.~iJ .
GRAVEL
AND
GRAVELLY
SOILS
MORE THAN 50%
OF COARSE
I'RACTlON.,
. RETAINED ON NO.
4 SIEVE
SAND
AND
SANDY
SOILS
MORETHAN.50%
. ("IF COARSE
. FRACTlON
P."SSING ON NO.
. 4 SIEVE
SilTS
AND
CUl.YS .
SILTS
AND
CLAYS.
HIGHLY ORGANIC SOILS
I
CLEAN
GRAVELS
(APPRECIABLE
AMOUNT OF FINES)
. CLEAN SANDS
(LITTLE OR NO FINES)
SANDS WITH
FINES
(APPRECIABLE
AMOUNT OF FINES)
LIQUID LIMIT
LESS THAN 50
LIQUID LIMIT
GREATER THAN 50
:.... ".: ::.'~'.:::
....;.......
. '" .....
':::,-:':::,:'-:::"'.:.::
.......j......
/',:,:,\,:-::':".:.:~-
.. '. -.."
,', .....,.
:::.;:."::::,::
':"" :: '. . ;"'.: ~
....... .....
..". ....
-
.
----~
---
- ---
---
- - __ I
---
- ---
---,-
~" ~.
'I I
, I '
. '
. ,
~
~ .~
t::::t:::: .
..~
~~~\f@
. o. ,. .' Of
~~~~.;
.~~ ~ ,II,:
~,\I'~i::
GC
sw
SF
. .
SM
s.c
ML
CL
OL
MH
CH
OH
PT
JYPICAL
DESCRIPTioNS
- ...,
waL-GRAD~6GAAvei:S. GRAvEL-
SAND MIXTURES, LITTLE OR NO
FINES ;
, I POORL Y-GAADED GRAVELS
I GRAVEL ,SAND.MIXTURES, UTTLE
OR NO FINES
SILrf GRAVELS. GRAVEL- SAND-
SILT MIXTURES
CLA YEY GRAVELS, GRAVEL - SAND -
CLAY MIXTURES
WELL.GRADED SANDS. GRAVELLY
SANDS, LITTLE OR NO FINES
POORLY-GRADED SANDS,
GRAVELLY SAND, WritE OR NO
FINES
SILrf SANDS. SAND - SILT
MIXTURES
CLAYEY SANDS, SAND - CLAY
MIXTURES
INORGANIC SILTS AND VF:F:f FINE
SANDS, ROCK FLOUR. SILrf OR
CLAYEY FINE SANDS.ORtLAYEY
SILTSWITH.SLlGHTPLASTlCITf .
iNORGANIC CLAYS OF LOW TO
MEDIUM PLAST1Clrf, GRAVELLY
CLAYS. SANDY CLAYS, SILrf
CLAYS, LEAN CLA YS
ORGANIC SILTS' AND ORGANIC
SIL rf CLAYS OF LOW PLASTlCITY
INORGANIC SIL T;~, MICACEOUS OR
DIATOMACEOUS FlNE SAND OR .
SILrf SOiLS
INORGANIC CL;>, YS OF HIGH
PLASTlClrf
ORGANIC CLAYS OF MEDIUM TO
HIGH PLASTICITY, ORGANIC SILTS
PEAT, HUMUS,SWAMP SOILS WITH
HIGH ORGANIC CONTENTS .
Form 2a
Project Name: I
Jio I,> J6.'(
,
1M.
3pc1'I'! R'Jo/ ,oK
~ ;;-
I page:1 1-
SUMMARY
Project
11.,ProjecfName Holiday Inn, Springfield, OR
12. Project Address 919 Kruse Way
13.CityITown Springfield
14 Building, Gross Area (lt2) 95,100
17. ConstruCtion Sit'! EI,evation Above 2,000 It?
5. County
6. No.. of Floors
_ DYES
1,-'
___~a~=_____~_ rT
6
[]NO
Attached Chapter Type ID Description Attach
Forms and Building Envelope Form 3a Building Envelope - General []
3b Prescriptive P~th - All Climate Zones []
Worksheets . CodeComp Report for Simplified Trade-off 0
. In lieu of 3b . Floppy disc with .oce CodeComp file 0
Check boxes. to Worksheet 3a Wall U-factor U
indicate attached 3b Roof U-factor 0
forms and 3c Floor U-factor :: 0
worksheets 3d Window/Skylight Schedule []
"'.
Systems Form 4a Systems - General l:J
... '.." 4b Complex Systems 0
Worksheet 4a Unitary Air Conditioners - Air Cooled []
4b Unitary Air Condo - Water & Evap Cooled 0
4c Unitary Heat Pump - Air Cooled []
4d Unitary Heat Pump" Water Cooled 0
4e Packaged Terminal AC. - Air Cooled 0
4f Packaged Terminal Heat Pump- Air Cooled []
4g Water Chilling Pkgs- Water & Air Cooled 0
4h Heat Rejection Equipment 0
41 Boiler - Gas-Fiied and Oil-Fired []
4j Furnace & Unit Heaters - Gas and Oii-Fired D
4k Simultaneous Heating and Cooling 0
41 Air Transport Energy 0
4m Natural Ventilation 0
Lighting Form 5a lighting - General l:J
5b Interior lighting PoWer - Tenant Method []
5c In!. Ltng. Power - Space-by-Space Method 0
Worksheet 5a lighting Schedule []
5b Interior lighting Power []
'"' "
Applicant 17. Name Mark Robison 110. Telephone 1~~/);/;~3
18, Company.. Robison En,gineering , 11. Date
19. Si(Jnature ~ '../ ,
, " " ,
Attached I No oW ages Description of Documentation
Document- I 57 Equipment Cutsheets
ation I
I
I
1
vUlllfJlldllL..t:l \!VIlli Vvv......, l;;:11t:l...lIVt:: U IIV IIVJ
Form 3a Project Name: I Holidav Inn, Sprinqfield, OR
BUILDING ENVELOPE - GENERAL
Page: l1:...
Check all boxes
that apply.
Exceptions
Discussion of qualifying
exceptions in
instructions section.
Plans/Specs
Show compliance by
including a drawing
sheet, detail number,
specification section
and/or subparagraph.
Climate
Zones
1. Exceptions (Section 1312)
o No Envelope Components. The building plans do not call for new or altered building envelope
components. e.g., walls, floors or roof/ceilings.
o A Non-conditioned Building. The proposed structure,has no spaces heated or cooled by
an HVAC system. I
o Exception. All new or altered building envelope components do not comply with the
requirements. Section 1312,'but qualify for Exception: 0-, 0-' 0-, 0-. 0'5
Portions of the buildinq that qualify:
I
The plans/specs show compliance in the following locations:
I
2. Air Leakage (Section 1312.1.1)
o Complies. Plans require penetrations in building envelope are sealed and windows and
doors are caulked, gasketed or weatherstripped.
The plans/specs show compliance in the following locations:
IAO.O
3. Suspended Ceiling (Section 1312.1.2.1)
o Complies. Building plans do not show suspended ceilings used to separate conditioned
space from unconditioned space. No exceptions permitted.
4. Recessed Light Fixtures (Section 1312.1.2.2)
o Complies. The building plans do not show recessed light fixtures installed in ceilings
separating conditioned spaces from unconditioned spaces.
o Exception. The building plans require that fixtures installed in direct contact with insulation
be insulation coveraqe (lC) rated. The plans/specs show compliance in the followinq locations:
I
5. Moisture Control (Section 1312.1.4)
o Complies. A one-perm vapor retarder is installed on the warm side (in winter) of all exterior
floors, walls and ceilings, and a ground cover installed in the crawl space of both new and
existing buildings where insulation is installed.
The plans/specs show compliance in the followinq locations: .
IAOA
o Exception. All new or altered building envelope components do not comply with the vapor
retarder requirements of the code, but qualify for an exception. Note applicable exception.
Section 1312.1A, Exception: 0-1 0-,
Portions of the buildinq that comply:
I
6. Climate Zones
o Zone 1 - A building site is in Climate Zone 1 if its elevation is less than 3000 feet above
sea level and it is in one of the following counties: Benton, Columbia, Clackamas, Clatsop.
Coos, Curry, Douglas, Jackson, Josephine, Lane, Lincoln, Linn, Marion, Multnomah. Polk,
Tillamook, Yamhill, or Washington.
OZone 2 - Building sites not in Zone 1, or where construction site elevation is 3000 feet or
higher in Zone 1, are in Zone 2.
3.1
Compliance with osse, effective 01/01105
Form 3b
PRESCRIPTIVE PATH
Glazing
Percent
Calc-
ulation
See instruction
section for a
discussion of
glazing percent
calculation.
. Window Area .
. (totaliough frame'ft21
Conditioned
Space
5,991
'.... Semi-
Conditioned
'"Space
Conditioned
Mechanical
Penthouse
Window
;(from Wor"ksheel 3d)
Max
U-Factor1
'0.500
~Miniri1Uin I
'As~e~bly
I
I
Project Name: IHolid~v Inn, 'Sprinqfleld, OR
CLIMATE
ZONE 1
Exterior Wall
Area
(tiross ft2\
41,935
\,
iI,
.~ Glazing
%
'. All" G'ia~ing
o
I
x 1:00 =: I
"
,
X 100 = I
14.3%
Yes
'"
NIA
RequiredMini~
mum As.sembly
'(Operable
Windows and
Curtainwall)
'N/A: .
X 100 =
~! .WinCtow
'/fromWorksheet3d) ,
:~AIIGI~Zii1g
*C ~~mplies
Required Minimum
~ As:selbbly
,I , ,
The plans/specs show window compliance in the fOllowinq locations:
\A3.2
Page I 3
Part lof4
Maximum Glazing
Fraction Complies
Shading I
Coefficient2
1l:5701
Yes
Yes
Yes
Minimum
Assembly
o
. Ye~
N/A
1'From Worksheet 3d, place the highest Overall Window U~factor or check (Minimum Assembly). See "Window Requirements" In table on the following
page for specific MA requirem~nts. Excel version will automatically insert minimum assembly requirements or greatest V-value from Worksheet 3d.
2'From Worksheet 3d, place the highest "center-of-glass" shading coefficient (SC) for glass or check'MA (Minimum Assembly). See wWindow Require-
ments" in following table for specific MA requirements. Excel version will automatically insert minimum assembly requirements or greatest SC from
Worksheet 3d, Shading Coefficient (SC) can be calculated from Solar Heat Gain Coefficient using the equation: SC = SHGC + 0.87. Manufacturers
data may also be used to document SC.
Windows
From Work-
sheet 3d. place
the highest
Overall Window I U~VC1lue, Gompli~.s'
U-factor and ' ,.
highest Center-of Required Minim~;n ,
Glass SC. Or ~semb'y'(Fiied
check minimum Wi'1dmvs)
assembly and
identify window.
Notes
Walls
See instructions
for a discussion
of wall require-
ments.
Below-
Grade Walls
See instructions
for a discussion of
requirements.
Notes
3-2
. } ""
; Wall I lilsulation Type
Frame (wood or metalJraming)
Belo;.v-Grade Walls
IN/A
3 Submit Worksheet 3a for each calculated assembly U~factor
R'-Value' ,!,
" . I,
Insulation.Onlv.
13 I
I
,I
I
or
or
pr.
or
or
6r
R-Va.lue
Insulation Only~
(Min.'k-7:5)
N/A
or
U~Factcr3
0.130
U;Factor3
(Max.:0.11)
N/A
~o~
tfS~~~ ,
I:i/i).':~~fj\\.' ',~
, : ---:; ;~
~;V~
-.!~*~i;i
Compliance with OSSC. effective 01f01f05
Farm 3b
PRESCRIPTIVE PATH
Project Name: I Holid~Y Inn."Sprinqfield. OR
I pagel 4
Part 2 of 4
Code Requirements - Zone 1
Discussion of these requirements in the instruction section.
Max. Glazing
Fraction4
Upto15%
Up 1030%
,Uf?, ~~,40%
Wall flnsulation Type
I eMU 'Masonri', w/irlteqral loose fiIl5_!insulation
!MaSOnry orconcreteO, iN/cont.exterior insulation
eMU Masonry"', w/inteQral--riqidll fill insulation
I Masonry or, concrete5, w/interior insulation
I Masonry or concreteS, w/cont. exterior insulation
'I Frames (wood or metal framinq)
r Other (provide - short' descriDtion)
leMU Masonrv~.w/inteQra.1 riQidllfilJ insulation
I Masonry or concreteS, w/interior insulation
I Mas'onrv or'concrete5.w/cont exterior insulation
-, ']Frame9(woodormetal frall1ini:O'
<father (provide short description)
I
Code Requirements - Zone 2
Discussion of these requirements in the instruction section.
Max. Glazing:,
Fra'Ction4,
Up'to 15%
Upto;2?%
Up to 3~%
Notes
3.3
yvallI Insulatio.n'Typ'e
ZONE 1
I
Wall Requirements
U-Factor Max. U-Factor
0.300
0,300 I
0.210 .
0.1301
0.210 1
0.130 1
,I'
.1
Window Reauirements 1
Max. [
Shading
Coefficient
I
0.540'
0.57'
0.540'
0.57'
R-Value
Insulation Only
NIA "
1.4 'or
NIA bc
1.1 "
2.8 .,?r
13 "
.13 or
N/A I oc
11 1 pc
2.8 .1 .or
13 I ,9r
-1J, 1
0.130
I:
II I 0.210'
1 0.130 1
1 0.210 1 0.37010 0.3510
1 0.130 1
':1 0.130 1
'-.",
ZONE 2
I
I
Wall Requirements
I
Window'ReQuirements
I Max.
U~Factor Max. U-Factor ' Shading
Coefficient
.,i I
, 1
0.300
0.270
0.160
0.090
0.160
0:090
0.090
0.'160
0.090 .1
0.160 I
0,090 ,1
0:090.1
0.500"
0.5711
CMU';Masonrl. w/inteQraIIOOse'fiIIOinsLllation' NIA I oc
I Masonry or concreteO, w/contexterior insulation 1.8 I oc
CMU' MasonryO, w/inteqral riqidll fill ,insulation NIA 1 "
I Masonry or concrete5. wiinterlor insulation 13 I oc
I Masonry or concrete~, w/cont.exteriorinsula'tion 4.3 "
.' '~Frame9 (wood or metal framing), ,19 1 6c
Other (provide short description) 19 . I oc
I eMU' Masonry:;\, w/inteqral,riqidllfill ,insulation
N/A oc
I Masonrvor concrete~, w/interior-insulation 13 oc
I Masonry or concrete5, w/cont.,exteriorinsulation 4.3' '"
tFrame9 (woodOr.-metal framinq) 19 or
. Other. (provide'shorf. description)', '19 ;,
oc
I 'f'
_R~Value
Insulation Onlv
,r,_:
0:50011;
0.st1
0.370"
0.4312'
4 The Simplified Trade-off Approach must be used if glazing fraction exceeds allowable percentages.
5 Minimum weight of masonry andconcrele walls = 45 Ib/ft2 of wall face area
6 All cores to be filled. At least 50% of cores must be filled with vermiculite or equivalent fill insulation.
7 Prescriptive MA (Minimum Assembly) - For Fixed Windows: double-glazed windowwi~h a O$inch.air space, low-e coating and aluminum frame.
MA shading coefficient description is a tintedoulboard pane of glass. For Operable Windows or Curtainwall: double-glazed window with a 0.5
inch air space, low-e coating and thermally broken frame. MA shading coefficient description is a tinted outboard pane of glass.
B Ail cores except bond beams must contain.rigid insulation inserts approved fOfuse in reinforced .masonry walls
9 Batt insulation installed in metal or wood frame walls shall be insulated to the full depth of the cavity. up to 6 inches in depth.
10 Prescriptive MA (Minimum ASSembly) - For Fixed Windows: double~glazed window with a 0,5 inch argon filled space, low-e coating (e<= 0.05)
and thermal break frame. For Operable Windows or Curtainwall: only use Max U-FaCtor. MA shading coefficient description is a 0.25.inch thick
glass with low-e coating (e<= 0.05) with a tinted outboard pane.
11 Prescriptive MA (Minimum Assembly) - For Fixed Windows: double-glazed y-;indowwith a 0.5.inch air space, low-e coating and aluminum frame.
For Operable Windows or Curtainwall: double-glazed window with a 0.5 inch air space, low-e coaling (e<= 0.1) and thermaliy broken frame.
MA maximum shadinq coefficient description is a tinted outboard pane of qlass. ,
12 Prescriptive MA (Minimum Assembly) - For Fix'ed Windows, a double-glazed window with a 0.5 inch argon filled space, low-e coating (e<= 0.05)
and thermal break frame. For Operable Windows or Curtairiwall, only use Max U-Factor. MA shading coefficient description is a 0:25-inch thick
olass with low-e coatina le<= O.ost
Compliance with osse, effective 01/01/05
Form 3b
PRESCRIPTIVE PATH
Project Name:IHoliday Inn.Sprinqfield. OR
I page:1 5
Part 3 of 4
Roofs/
Ceilings
See instructions
for a dicussionof
roofs/ceilings.
"'t,,;
Roof rCeilinci11
:,
R-Value
Insulation Only
(Min. R~19) ,
t.i~Facior12
(Max. 0.050)
IAII Roofs
R-19
0'
0.05
Notes
11 Write-in a short description for assembly with the lowest insulation R-value or the highest assembly Ucfactor.
_12 Submit Wor~sheet 3b for each calculated roof/ceiling assembly U-factor.
Skylight Area . Rcioff,J"ea' ,;1 t, Skylight Maximum SkYli9htl
(total_:rou,~h' frame 'ft2) (gross,ft2) " %13 Fraction Complies
I
Skylights Conditioned I I I X 100= I I I N/A I
Includes glazed Spac-e \;
smoke vents. ,
Seini~ : I I I I "1 I I I
See instructions Conct'iti~ned X 100 = N/A
for a dicussion of Sp~ce
skylights. ill .' ~'-
;Conditioned ., I I
Mechanical .X 1'00 = N/A
, ~.~ritJ:1o~se
; Skyligh(Ar'e~ RoopCeiHng Area Skylight
(total. rough (grossft2) ,P~rcene3
frameft2)
Skylights Skylights' Max Minimum I I.' ,I Skylights Shading Minimum
From Worksheet (from'Worksheet 3d) U~Factor14 Assembly (fmm Worksheel 3d) Coefficient 15 Assembly
3d, place highest #NIA D I #NIA NIA
Overall Vertical
Wlndow U-{actor I U;~alue Complies' I
and highest Yes ,,~C'CoTplies Yes
Center-af-Glass I Required Minimum
SC. IReqUired Minimum NIA . N/A (~u~t use SC)
c'Assembly ,. ..IAssembly'
. . ,,' .,' .w'
The olans/soecs show window comoliance in tile followinQ locations:
I
Code
Require-
ments
I
Thermal Periormance
Overall VerticalU-Factor
U-1.230 for overall assembly in overhead plane'i
~
J!
IJ-
Shading, Coefficient
Cenlerof Glass S'c
SC-Q.4 7centerc.ot-glass
N/A
Compliance
Option
I Performance
/MinoAssemblY
(MAl
Double 'glazed, ,Oo5.,.jnch'airspa:c~' ,
Notes
13 Skylight percentage area is based on total skylight and smoke vent rough frame area dLvided by total conditioned roof area. Percentage must not
exceed 6 percent of total roof/ceiling area in conditioned building space. The Simplified Trade-off Approach must be used if glazing fraction
exceeds allowable percentages.
14 From Worksheet 3d, place the hIghest Overall Vertical U-factor or wrIte~in MA (Minimum Assembly). See ~Skylight Requirements" in table above
for specific MA requirements. '
15 From Worksheet3e, place the highest Wcenter-of-glass" shading coefficient (SC) for glass. See .Skylight Requirements" in table above for speCific
MA requIrements. Shading Coefficient (SC) can be calculated from the Solar Heat Gain Coefficient using the equation: SC = SHGC + 0.87.
Manufacturers data may also ge used to document SC. 'I
3-4
Compliance with OSSC. effective 01/01/05
Form 3b
PRESCRIPTIVE PATH
Project Name: I Holiday inn. SprinQfield. OR
I Page: I (,
Part 4 of 4
, "
Floors
See instructions
for a dicussion
of floors.
Notes
Code
Require-
ments
Doors
See instructions
for a dicussion of
doors.
Notes
'Floors over Unconditioned Spaces 1~
~-yalue
Insulation Only
U-Factor
.,IN/A
orl
. He~t~d:~oncret~ Slab ,Edge
il
I
R-Value
Insulation Only
IAII Slab on Grade
I
;:.5
<..0
Heated Slab-an-Grade (Section 1312.1.2.4) ,
o Complies. Building plans show insulation extending downward from the top of the slab a minimum
distance of 24 inches or downward and under the slab for a combined minimum distance of 24
inches or to the bottom of the thickened edge of the of slabs u,sed as a foundation.
The plans/specs show compliance in the following locations:
IA53
16 Write-in a short description for assembly with the lowest insulation R-value or the hi9h~st assembly L)-factof.
17 Submit Worksheet 3c for. each calculated floor assembly U-fador.
18 Write-in a short description for Heated Slab, which has heat, integrated into slab such as hydronic heal. If more than one floor
type, enter the lowest insulationR-value or the highest component U-factor of any f1oOl:.
Com Donent
Floor over Unconditioned,Spaces
:. Complia(lce Options
Min. R<~Value Max:. U~
Insulation Only Factor
11, oc 0.070
C6mponfent
I Heated Concrete Slab Edge, Min. R~Value
.' Climate
Zone 1
7,5
Climate
Zona2
10.0
oc
, . :>099FS 1~ :
ooacJue. withleafwidth:oreatei" than 4'
R~Value -;'
Insulation Only~
(Min,:'R-5\ .
R;5 [,
~l"
U~Fa'ctor
Center-of~Panel
(Max. 0.20)
0.200 L
. I All Doors
DC
19
Write-in a short description for Doors If more than one door type, enter the lowest insulation R-value or the highest center-of-
panel U-factor of any door. The following doors are exempt from door and window U-f~ctor and shading coefficient requirement
3-5
Compliance with OSSC, effective 01/01/05
IWoO\sheet3d
Window Schedule
Project Name: I Hnlin;:ay Inn. Sorinofield. OR
,,'
'"
,.,
Window Properties -list All Window Types In Projoct
1"'
H
_~I
HI
_~I-
.__._~r
_~I
~I
_~~I-
~II
--:JJI
-_._.__~I
_~I
~
~
'0'
'"
N~m"
DocumenlaHon
So"r<:~
N3bonalfenestrabonRati~COl,n:i1
Manufact-
urer'sModell
No
n,iI.
WoodNj~
Window
Tv""Ir:la"'~
""'-
Frame
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
J
I
I
I
I
,I
~I
,I
'\1
.,
~
ij
"
~J
'\I
":J
,I
:.:1
~I
~.
8
~J
:.J
~I
H
~
All Glaling
;~
:L
:J
il-
!l
:to
'J
"
:L
oJ
It _.
"
,;
.,
L
"
'!i
"
~1
!"J
~
~
H
~
:1
:J
"
'!1
~
'!J
,
.
i.
~I
H
~
ColumnlnstructJons
(a) Enter the name of the window product. II is recommended that you choose a name lh3I oorres~nds with that used on project plallS i1nd speeifications.
(b) ProvKladocumentallonsource.
Wril~ln "NFRC' if window Is rated through NFRC 100-91 Procedure for Determining Fenestration Product Thermal Performance, Enter all COlumns except (I)
Write-in "ASHRAE Default WlMlg COG" if Center-oJ.Glass lJ-factor and Shading Coemcient Is available from glass manufacturer. Enter all columns.
Columns (i) and (1<.) from manufacturer's data sheel.
Write-In "ASHRAE Oefaul'l" if only desaiptive parameters of window are known Enter aU columns. Columns (i), (i), and (k) from ASHRAE default table.
(c) If Document Sauce is either "NfRC' or "ASHRAE Default WIMfg COG," enter the manufacturer'S model number.
(d) COOicesareFixed,Operable,orCunainWall.
(e) Cooices life wood, vinyl, reinforced vinyl, aluminum clad, insulated fibe'illass, aluminum. aluminium wllhefTTlal break (see defInitions for thefTTlal break requirements.)
(0 Enlerglasstlnl. Wrile"clear" Iflhere is no tim.
(g) Enlerglassthlckness
(h) Include wi.-.:low propenies such asatgOn fill, Iow-e coaIlng. insulating spacers, e1C
(i) COG U.faclOr from manufacture's data or ASHRAE 2001 Fu.-.:lamentals Ha.-.:lbook, Chapter 30, Table 4. For NFRC rated products 'eave blank,
(jJ Over-Ill U-faclOr from NFRC rating orASHRAE 2001 Fundamentals Ha.-.:lbook, Chapler 30, Table 4, For skyligtlts value must be for horizontal position
(k) COG Sl\ading CoeffIcient lrom manufacture's data or ASHRAE 200\ Fundamentals Handbook, Chapter 30, Table 4. For NFRC rated prodlJCtS SHGC is provided,
To COMen SHGC to SC. SC" SHGCJ087.
13011
r.1","'-"'-Tinl
~!
;]
~
~
~
~
~
~
B
.~
'"
Clear
(g'
Glass
Thicl<.neM l"ll:hPr III Mnes. airsD3CC.amnn, lnwFl
114:"~ I DoubleGlaDng lf2"ai'1lpacc
;.]1
'8
iJ
::I
01
D
;.]
8
::1
8
H
8
~I
~I
:-I
::1
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:8
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,
[-I
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~)
~
;:]
~
:J
.a
"J
~
~
,
i
~
'i:
'j
;j
,.,
Cenlerof Overall
Glass WindOW
U.fa<:l9! II.f""""
" I O~
I
I
II
ill
,.
p,g,L1'J
OJ
("
Cen!erol
Glass
~L
0,57
I
I
I
I
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I
I
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I
I
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I
I
tiI''''''
t:. '";..,....'~
""""!'J.?J
~;;W
~MthOSSC:,""_OM)"'OS
Form 4a Project Name:IHolidav inn. Springfield. 0R '
SYSTEMS - GENERAL
I
page:1
<bl
Applicability
Discussion qf qualifying
exceptions on paQe A.;.25
1. Applicablity (Section 1317)
Is this form required?
o Form Required. Complete form if a new HVAC system is being illstalled, or components of an
existing HVAC system are being replaced (I.e., equipment, controls, ductwork, and insulationc)
Plans/Specs
Show compliance by including a drawing sheet, detail number,
specifi~tjon secti?n and subparagraph.
o Exception. The building or part of Ihe building qualifies for an exception from HV AC code
requirements. Applicable code exception is Section 1317.1. Portions of the building that
qualify:
Area:1 I. Exception 0-10-20-3
Area: I
Area: I
Exception 0,1 0 -2 0-3
Exception 0 -1 0 -2 0-3
o Forni Not Required. This project does not contain work required to comply with code.
2. Simple or Complex Systems (Section 1317.9:or 1317.10)
o Simple System. Building contains only Simple HVAC System(s}. Complete this form (4a) and
equipment efficiency worksheets as required. Form 4b is not required.
o Complex: System. Project includes a Complex System. Complete this form (4a), form 4b and
equipment efficiency worksheets as required.
3. Equipment Performance (Section 1317.5)
o No New HVAC Equipment. The building plans do not call for new electrical HVAC equipment,
combustion heating equipment, or heat-operated cooling equipment.
o Complies. All new HVAC equipment have efficiencies not less than those required by'code.
The following equipment efficiency worksheets are attached: '
0-48 0-4b 0-4c 0-4d 0-4e 0-4' 0-49 0-4h 0-4i 0-4,
4. Duct Insulation and Sealing (Sections 1317.7 & 1317.8)
o No Ducts. The building plans and specifications do not call for nev,.t HVAC ducts or plenums.
o Complies. The plans and specifications call for all air-handling ducts and plenums to be
. insulated and sealedas reauired bv Sections 1317,7 &1317.8,
5. Distribution Transformers (Section 1316.1)
o No Distribution Transformers. The plans/specs do not call for new distribution transformers.
o Complies. All new distribution transformers comply with efficiency, testing, and labeling
requirements of Section 1316.1.1.
o Exception. The project qualifies for an exception per Section; 316,1.1, Exceptiian:
. 0,,0,20.30-4 O-s O-s 0-7 D'8 0,90"00", 0',20',20."
Attach relevant documentation for appropriate exception. TheplanSlspecs show compliance in the
following locations: :' '
I I
4-1
April 2005
.Compliance with asse, effective 01/01/05
Form 4a Project Name: I Holiday Inn. Snrinafield.'oR
SYSTEMS - GENERAL
Page:1 '1
6. HVAC Controls (Section 1317.4)
6.1 System Thermostat/Zone Controls (Section 1317.4.1)
o Complies. All new HVAC systems include at least 0I1e temperature control device responding to
temperatures within the zones. ' ,
o Exception. HVAC system qualifies for an exception from zone control requirements.
The applicable code exception is Section 1317:4.2, Exception, 0-1 0,2
Portions of the building that qualify: I
The plans/specs show compliance in the followinq locations:
IMO.O
6.2 Off-hour Controls - Auto Setback or Shutdown (Section 1317.4.3)
o Complies. Syslems musl have at least one of the following features:
o Control Setback Complies. Each system is equipped with automatic control capable of reducing
energy through control setback during periods of non-use or allernate use of spaces served.
O. Equipment Shutdown Complies. Each system is equipped with controls capable of reducing
energy use Ihrough automatic shutdown during periods of no()-useor alternate use of spaces.
HVAC systems with equipment shutdown are equipp~d with at least one of the following:
o Programmable controls (1317:4.3.1 (1))
o Occupant sensor (1317:4.3.1 (2))
o Interlocked to a security'system (1317:4.3.1 (3))
o Manually activated timers with 2-hour operation max (1317:4.3.1 (4))
o Exception. The building qualifies for an exception to the requirement for automatic setback or
shutdown controls. The applicable code exception is Section 1317:4.3
, ,
Exception 0-10-2 i
The plans/specs show compliance in the following locations:
IMO.O
6.3 Control Capabilities (Sec. 1317.4.2.1)
o Complies. Zone Ihermostats are capable of being set to the temperatures described in Sec.
1317:4.2.1. Where used to control both heating and cooling. tone controls shall be capable of
providing a temperature range or deadband of at least 5 degrees Fwithin which the supply of
heating and cooling energy to the zone is shut off or reduced to a minimum.
o Exception. The building qualifies for an exception to the deadband'requirements.
The applicable code exception is Section 1317:4.2.1 Exception 0-10-2
Portions of the building' that qualify: I
The plans/specs show compliance in the following locations:
IMO.O
6.4 Optimum Start Controls (Section 1317.4.3.2)
o Complies. Separale HV AC systems have controls capable of varying start-up time of system to
just meet temperature set point at time of occupancy.
o Exception. HVAC systems have a design sURPly air capacity not exceeding 10,000 cfm.
The plans/specs show compliance in the following locations:
IMO.1
6.5 Heat Pump Controls (Section 1317.4.4)
o No Heat Pump. The plans/specs do not call for a new heat pump
o Complies. All new heat pumps equipped with supplementarY heaters are controlled to minimize
the use of supplemental heat as defined In Section 1317:4:4.
The plans/specs show compliance in the following locations:
\MO.O
4-2
Aoril 2005
Compliance with osse, effectiv.e 01/01/05
Form 4a
Project Name: IHOlidaY'lnn, Springfield,.OR
page:1 (0
SYSTEMS - GENERAL
--
7. Economizer Cooling (Section 1317.3)
o No Cooling. The building plans do not call for a new fan system with mechanical cooling.
o Complies. Each new fan system has an air economizer capable of modulating outside-air and
return-air dampers to provide up to 100 percent of the design supply air as outside air.
o Exception At least one new fan system qualifies for an exception. The applicable code exception
is Section 1317.3, Exception 0-10-20-30.. 0-50-6 .
If Exception 3 is selected complete the following:
(a) Total cooling capacity of exempl units (Btu/hr) I I
(b) Total installed building cooling capacity (Btu/hr) I I
. 0 Complies. Sum of exempt units rated at less than 54,000 .Btu/hr is <240,000 Btu/hr or alb
<0.10 (10% of total building coolinq caoacitv\.
Unit Identifier of exempt units: I
The planslspecs show compliance in the followinQ locations: "
IMO.1 - RTU-1 Suppies 100% OSA Continuously
8. Economizer Pressure Relief & Integration (Section 1317.3.1 and 1317.3.2)
o No Economizers Required. Project does not contain a new fan system requiring economizers.
o Overpressurization Complies. The drawings specifically identify a pressure relief mechanism for
each fan system that will relieve the extra air introduced by the economizer.
o Integration Complies. Economizer is capable of providing partial cooling even when additional
mechanical cooling is required to meet the remainder of the cooling load.
o Exception. The applicable exception is Section 1317.3.2, Exception 0-1 0-2
The plans/specs show compliance in the following locations:
.IMO.1
9. Hot Gas Bypass (Section 1317.5)
o No Hot Gas Bypass "
o 'Complies. See allowable amount of hot gas bypass as a percentage of total cooling capacity in
table below.
\UiiitlO ". ...., RateifCoolini!:Capacitv;;"; ,,:?Ho!GasBvpass!Capacity);!
I
I
I
16\~~~~ft,S$,~At;ft~~~f&~rAllo:w~lil~iH9tr.Ga.$"IQyp~i.~$];}~t~~;;\i,:~~igf~~f&~1
ll\fli:\WJ~al:ellr~Ci()linglcai!i1j;itYllf;ii !Js*l~Ma.xjH()l:1c;asl~ypass1';!?.!!;1
I 5,240,000 Btu/hr 50% I
I >240,000 Btu/hr 25% I
o Exception. Unitary packaged system with cooling capacityno';greater than 90,000 Btu/h
--
4-3
April 2005
Compliance with osse, effective 01/01/05
Form 4a
Project N~me: IHOlidaYlnn, Springfield, OR i'
page:1 I(
.1
SYSTEMS - GENERAL
.' .
--
10. Shutoff Dampers (1317.4.3.3)
o Not Required. Shutoff dampers are not required on Ihis project.
o Complies. Each outdoor air supply & exhaust system shall be equipped with motorized dampers.
o Exception. The building qualifies for an exception to the motorized damper requirement. The
applicable code exception is Section 1317.4.3.3 Exception 0" 0,2 0-304 O.s 0-6
The plans/specs show compliance in the followinq locations:
IMO.1
10.1. Shutoff Damper Controls (Section 1317.4.3.3.1)
o Complies. Outdoor air supply and exhaust systems shall be provided dampers that automatically
shut when systems or spaces served are not in use or during'building warm-up, cooldown, or
setback.
o Complies. Stair and shaft vents are capable of being automatically closed during normal building
operation and interlocked to open as required by fire and smqke detection systems.
The plaris/specs show compliance in the following locations:
IMO.O
. 10.2. Motorized Damper Leakage (1317.4.3.3;2)
o Complies. Motorized outdoor air supply and exhaust air dampers'have a maximum leakage rate
of 4 cfm/ft2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500-1998.
o Exception. Packaged HV AC equipment may have maximum leakage rate of 20 cfm/ft2 at 1.0 in
w.g. when tested in accordance with AMCA Standard 500-1998.
The plans/specs show compliance in the following locations:
IMO.O
11. Piping Insulation (Section 1314)
o No New Piping. The building plans and specifications do not call for new piping serving a
heating or cooling system or part of a circulating service water heating system.
o Complies. All new piping serving a heating or cooling system or part of a circulating service
water heating system complies with the requirements of the Code, Section 1314.1.
o Exception. New pipingqualifies for exception: Section 1314.1', ExCeption O~, 0,2
. .
12. Occupancy Ventilation
o Complies. Mechanical ventilation systems provide the required amount of ventilation is indicated
in planslspecifications as specified in Chapter 4 of the Oregon Mechanical Specialty Code.
o Complies. Natural ventilation systems provide required amount of ventilation as certified by a reg-
istered architect. or engineer as specified by Section1203.4.1,E:xception. Attach worksheet 4m.
The pl.ans/specs show compliance in I MO 0
the following locations: .
The plans/specs show compliance
on the following pages:
--
4-4
April 2005
Compliance with OSSC, effective 01/01105
Form 4a
Project Name: IHolidav Inn, SprinQfield"OR
Page: I \17-
SYSTEMS - GENERAL
--
13. High Occupancy Ventilation (Section 1317:2.2)
o Complies. HV AC systems with ventilation air capacities of 1'.500 CFM' or greater that serve areas
having an average occupant load of 20 square feet per person or less from Table 1004.1.2 have a
means to automatically reduce outside air intake.
I
Identify applicable systems:
Plans/specs indicate where equipment (Le. carbon dioxide sensor) and sequence is specified:
I
o Excepti~n. HV AC systems are equipped with an energy recovery device with at least 50%
recovery effectiveness:'
o NoHigh Occupancy Systems. Project does not contain an:HVACsystem as described above.
14. Exhaust Air Heat Recovery (Section 1318.3)
o Not Regulated. HVAC system does not have: 1) design supply air'cap. of ~10,OOO cfm, and 2)
'min. oulside air supply ~70%, and 3) at least 1 exhaust fan rated at 75% of min outside air supply.
o Complies. Heat recovery system increases outside air temperature by 200F (Climte Zone 1) or
300F (Zone 2) and has provision to provide bypass during air econ6mizer mode.
o Exception. An HVAC system qualifies for an exception to this requirement. Applicable exception
from Section 1318.3 ExceptionD-1 0-2 0-3 0-4 D-s 0.0 0-7
The plans/specs showcompliance in the following I
locations:
15. Large Volume Fan Systems (Section 1318.4.2.4)
o Not Re'gulated. The .bui/ding plans or specifications do not call for fan systems over 15,000 CFM
that serve a single zone and function for Ihe purpose of temperalure. control.
o Complies. Fan systems are equipped with variable frequency drive or two speed motor to reduce
airflow as required by Section 1318.4.2.3. ' ,
The plans/specs show compliance in the following
locations:
16. Variable Speed Drives (Section 1317.10.3.1)
o Not Regulated. The building plans or specifications do not call for fan and pump motors 10
horsepower and greater that serve variable-flow air or liquid systems.
o Complies. All fan and pump motors 10 hp and greater which serve. variable-flow air or liquid
systems arecontrolled'by a variable-speed drive. '
,0 Exception. The building qualifies for an exception to the variable-speed drive requirement.
. Portions of the building that qualify: I
Applicable code exception is Section 1317.10.3.1, Exception
The plans/specs show compliance in the following I
locations:
17. Service Water Heating (Sec. 1315)
o No New Water Heating. The building plans and specifications do not call for new water heaters,
hot water storage tanks or service hot water distribution systems.'
o Complies. All new water heaters, hot water storage tanks or service hot water distribution
. systems comply with the requirements of the Section 1315.
. 0 Exception. The applicable code exceptioni; Section: I I Exception: I
. Portions of the building that qualify: I
"0 .... The plans/specs show compliance in the following locations:
/MO.O
--
4-5
April 2005
Compliance with OSSC. effective 01101/05
Form 4a
Project Name: I Holiday Inn, Springfield,:OR
SYSTEMS - GENERAL
Page: I !J
"
J:
:.t
, '
18. Swimming Pools, Spas and Hot Tubs (Sectiqn 1315.5)
o No New Pools. The building plans and specifications do not call for new, swimming pools, spas
or hot tubs.
[] On/Off Controls Complies. Spa and hot tub heaters are equipped with a readily accessible
ON/OFF switch as required by Section 1315.5.1.
[] Ventilation Controls Complies. Pool ventilation system. is controlled based on humidity.
[] Cover Complies. All heated pools, hot tubs and spas are equipped with a cover.
[] Heat Recovery Complie~. Pools, Spas, and hot tubs, over 200 ft2 utilize recovered heat as
required by Section 1315.5.3.
o Exception. Heat recovery is not necessary as pool is heated by renewable energy or
waste heat recovery sources capable of providing at least -70 percent of the heating
energy required over an operating season.
19. FumeHoods (Section 1317.2.1.)
[] No Fume Hoods. The building plans do not call for fume hood systems that have a total exhaust
rate greater than 15,000 cfm.
o Complies. Fume hood system's have at least one of the follo,wing features:
DVariable air volume hood exhaust and room supply systems capable of reducing exhaust
and makeup air volume to 50% or less of design values.
o Direct makeup (auxiliary) air supply equal to at least 75% of the exhaust rate, heated no
warmer than 20 F below room set point, cooled no cooler than 30 F above room set point,
no humidification added, and no simultaneous heating and cooling used for .
dehumidification control. '
o Heat recovery systems to precondition makeup air from fume hood exhaust in accordance
with 1318.3 - Exhaust Air Energy Recovery,.without using any exception.
The planslspecs show compliance in the following locations: , '
I
1
"
20. Parking Garage Ventilation (Section 1317.2.3),
[] No Enclosed Garages. The building plans and specifications do not call for enclosed Group S-2
parking garages with a ventilation exhaust rate greater than 30,000 CFM.
o Complies. The plans and specifications call for carbon monoxide,rsensing devices as required by
Section 1317.2.3. .
o Exception. Open parking garages.
21. Kitchen Hoods (Section 1317.11)
[] Not Regulated. The planslspecs do not call for any new kitchen hoods with 'exhaust capacity
greater than 5,000 cfm each. '
. . ~ .. I
o Complies. All new kitchen hoods with a total exhaust capacity greater than 5,000 cfm have 'at
least 50 percent of the required makeup air; (a) unheated or heatea to no mor~ than 600F; and (b)
uncooled or evaporatively cooled. .' I
The planslspecs show compliance in the following locations: I
I
22. Outside Heating Systems (Section i317.12l!i
[] No Outside Heating Systems. The planslspecs do not call for new permanently installed heating
systems outside the building.' '
o Complies. All new permanently installed outside heating systems are radiant gas fired systems
controlled by an occupancy sensor or timer switch as required by' Section 1317~ 12.
. - - .. II .. _.. _ _
-
14-6
April 2005
Complian~ with asse, effective 01/01105
I
Worksheet 4a Project Name: I Holidav Inn, SprinQfield. OR '
UNITARY AIR CONDITIONER - AIR COOLED
page:~'
Equipment (oj. . (b) (e) '!l !" :(d)' ! (e)
Proposed ,Performance
Discussion of equipment " Cooling ~ Seasonal or Compliance
ratings and equipment Eauio..ID,.. Model ;Desiqnation, Caoacity, I:, - SieadyState. Part Load Schedule (A-E)
definitions on page 4-19. OAC~1 ICARRIER 24ACA318 17,400 B
13
OAC.2 ICARRIER 24ACA318 17,400 13 B
OAC-3 ICARRIER 24ACA318 17,400 13 B
RTU-1 ICARRIER 48HJE007 73.000 11 C
RTU-2 ICARRIER 48HJE008 90000 11 C
RTU-3 CARRIER 48HJE008 90000 11 C
RTU-4 CARRIER 48HJE008 90000 11 C
RTU-5 CARRIER 48HJE008 90000 11 C
RTU-6 CARRIER 48HJE008 90000 I 11 C
RTU-7 CARRIER 50XP-036 36000 11 C
Required
Document-
ation
Indicate source of information
D ARI Unitary Directory, Section AC, page:
D ARI Applied Products directory, Section ULE, page:
o Product data (Attach data furnished by the equipment supplier, I.e., "cut sheets")
I page:1
Worksheet 4c Project Name: I Holidav Inn. Sprin!lfield. OR
UNITARY HEAT PUMP AIR COOLED
---
l~
Equipment
Discussion.of equip:
ment ratings and
equipment definitions'
on page 4-19. I
HP-1 CARRIER 25HCA318
I HP-2 CARRIER 25HCA348
I HP-3 ICARRIER 25HCA348
I HP-4 ICARRIER 25HCA318 I
1 HP-5 ICARRIER 25HCA318 I
I HP-6 I CARRIER 25HCA360 I
I HP-7 ICARRIER 25HCA336 I
1 HP-8 ICARRIER 25HCA324 I
I I I
I I I
I I I
I I I
I I I
I I I
1 I I
f1cf~;)F' ;ri>';},(~)i;,. " i!:';'>:;;,;;,(~t<;'-:'h;i: ;';-1<mj;1'
t_:;:;" : ~,Rroposed;Ratlnq~ ;':':~PropoS:ei:LHeatji1~:;J.HatiiiaL:;,~: ~)l~:i:i;.~,-~';;
't~f~;~:yl r~};~,i :<':~;R;J;':it~'/:. :J~l\:: iif~~ ~it~~1]l~
17500 I 14.5 1 I
47500 I 14.5 1 I
47500 I 14.5 I I
17500 1 14.51
17500 I 14,5 I
60000 1 14 I
34000 I 13.5 I
23000 I 14 I
I I
1 1
1 II
I 1 ,I
I 1 I
I II
I I I
Required
Document-
ation
Code
Required
Efficiencies
This schedule of
equipment efficien-
cies was reformat-
ted from the code,
Table 13,M.
4-13
8 B
8.6 1 I B
8.6 I I B
8 I 1 B
8 I I B
8.3 1 I B
8.3 I I B
8.3 I I B
I I
I I
I I
I I
I I
I I
I I
Indicate source of information
o ARIUnitary Directory, Section AC, page:
o ARI Applied Products directory, Section ULE, Page:
I
o Product data (Attach data furnished by the equipment supplier, I.e., "cut sheets")
1~~:c~g~\'9't~~R~g~}~I!W}YL~q!!;rly.mJb~9~,,~~~ ~~W~;:;~]12@}:k1Jii$tJw~,{~~R~
~~>;~fJ&!;jJl5tiifhr)td;;,:~jhf,_ Gyh~j%t:;Ratin9hf<i~~ql$ ~R3(~Minimum~Heatin.f1jRatin "f@!
I~~"" "'1'8 't '~'t'I""-'''''>''I-~'''' ",.".' "'~'I~"" '1>>>>- ""~
"\~'i>;$-:?:V\;/rt~ k1, U jn9Jc 1\::;r?~:~~Jt~ :Season~jJ:or f;',7');%'fSffi~ ,;"C081i! ~~it~lCO~'(1~'-'::
'_?~:':-""--"'",,'>;')31;""~<;':;O'~'J-~::':fi _~i:/"-' .""":Jl! 0;c->.;;,t"p"-?';;;$"'1;; :<<"';"';"':';:>"'}: :0'" <:-,_.<~~\t~;f'c-;"';""""~"'~l
;'\,;,;,0ver,;j!:'?];: C~'1iover:',~f ,:;'_,i,EER';;:J "'.$8artitoad~ ;,~HSRG."': i(@;~:f1JF.) W5(@J7,~F)f"iiJ
:~ '\-~=SEER'
00
Tlf~ ~~~~~E8i
,000 ~135:000
~,,,,-;. ,~"-""-_.,,,-,,;.,,,.;
5'000 :240;000
'''/.''='''''"000-i'i:,;:_'':;~.ir
0[000 it'ri~fo~~yi:1;;!j:1
.2t:*;T:'i\!;~,,:!~';!~;'::j''!.;;~:;'''~Jlt~~iit-'1'',~,~~ ~~iitit:OJ1~~>::n ~65;OOO
o,,""SmgJe f?ackage,WI!Mra@>' -,.,,,,. ", "." I,,,,,,", "',
r:;1''0:T---,'';_/:;-l''''i,:~.>,u;\._.~-(f",';;::q''~~f''~;4 >;'i~?;;65rooo r,135'OOO
rrHeatlnglSectlon:0tlierJElian: !1S)""''''.;'';'',>4.", l'i:::"""~"-""";
~i~[4;~1~9!1~~i~~Ji~f:~11~ l~~~i~tg.~@ ~~~~~~
WI;V;::;~:i"-<;;1f;~~:~~~::q~7~~;F/',;:jZ_c?::~:,,~ ~:J''':1S0~;.;ti--;;; m65'OOO
:SplltSystem\WlthiB,Heatln ! &1;?-rp:"..~~;* ;:'__'''',,~w_~H'''''''"'
;~.r-,"i"";H(<Y;L>.-..'<<t'~'~'--""-Y2.1P'l":I< ~&:65!OOO r,135'OOO
~;Sectlon:0ther.tThaniE ~%",>,-,..~--"",,, /._,_~u_:".~""
""",,,,,,,,,-.."" -""","~ ,~",135,000 ,240,000
_-"",; c ' -' ReSistance", .', ..c. '. ':" 240.000 '," t-:,:
--
Compliance with OSSC. effective 01101/05
Worksheet 4f Project Nam'e: I Holidav Inn, SDrinQfield, OR
PACKAGED TERMINAL HEAT PUl\fP - AIR COOI,ED
.1 Page: I 16
I .
--
Equipment
Enter the cooling capacity
in column (c). If capacity is
less than 7,000 Btu/hr,
use 7,000. If above
15,000, use.15.000.
Calculate' the code CARRIER 52C0207 I
minimum EER's.from "I
formulas below using CARRIER 52C0209 9.000
cooling capacity in the I
column (c)~ Enter result~ CARRIER 52C0212 12,000
in column (e). I I
Discussion of equipment
ratings and equipment I I
definitions.on page 4-19. I I
I II
I I
I J
I I
I I
I I
I I
I I
I I I
I 'I I
I I I
I I I
I I I
I I I
Required
Document-
ation
Code
Required
Efficiencies
Indicate source of information
o ARI Unitary Directory. Section AC, page: , I
o ARI Applied Products directory, SeCtion ULE, Page: I
o Product data (Attach data furnished by the equipment supplier. I.e., "cut sheets")
11.1 I 3.1
10.7 I 3
10.1 I 3
I
I
I
I
I
I
I
I
I
I
I
I.
I
, .
Calculate the code minimum EERs and COP's from the formulas below using the cooling capacity in column (c).
Enter the results in column (e).
New Construction EER: EER@9SFTest Conditions = 12.3-(O.213x Cap/1000)
New Cons!ructionCOP: COP = 3.2 - (0.026 xCap/~OOO) .
Replacement Units EER: EER@95FTestConditions= 1O:8-(0.213x Cap/1000)
Replacement Units COP: COP = 2.9 - (0.026 x Cap/10M)
4-16
Compliance with OSSC, effective 01/01/05
Worksheet 4i Project Name: !HOliday Inn, Sprinafield, OR
BPlLER - GAS-FIRED & OIL-FIRED
page:' 17
Equipment
Discussion of equip.
ment ratings and
equipment definitions
on page 4-19.
Required.
Document-
ation
Code
Required
Efficiencies
This schedule of
equipment efficien-
cies was reformatted
from the code, Table
13,Q.
WH-1
WH-2
ILOCHINVAR CFN1440PMI
ILOCHINVAR CFN1440PMI
";8eati~g,j;;;:~~~~1
~<:ipa,c:i,tY'.~i ~:rvH~iri\lIfuj
(!3i~lhr)( i~ '6~'@(.o/,i
1,260 I 80%
1,260 I 80%
I
I
I
I
I
I
I
I
A
A
I I
I I
I I
I I
I 1 I
I I I
I I I
I I ,
.1 I I
I I I
I I I
, "' I
I I
I I
I ,
Indicate source of information
o GAMA Consumer Directory, page(s):
I
I
I
I
I
I
I
I
,
I
I
I
I
EJ Product data (Attach data fumished by the equipment supplie~; I.e., "<:;ut sheets")"
4-19
Compliance with esse; effective 01/01/05
IFO~ 5a
LIGHTING
Exceptions
Discussloo of qualifying
exceptions Ininstruclions
section.
Plans/Specs
Show compliance by hlcIudfng a
drawing sheet. detail number,
and/or specifrcatlOO section and
subparagsaph. .
"
Exterior Build-
Ing Lighting'
is Ightlng dlreded to IIIt.minate
lheexterloi'ofthebuiklingend
.8dJ~twal~ and
lOadinlfareaswtlhorWtthout
oanople$.' -.
Clock Switches
shan be 8str0n0m1c (seas6nal
cooeCting) !We witI1 separate
progrsmsforeachdayOt!he
week and shall store energy to
malntaln limekeeplflg durtng
poweroUtaQe$.' -
.i
... .
I
5-'
1 III
Project Name; I HOLIDAY INN
GENERAL
page:l
SPRINGFIELD. OR
1~
1. Interior Exceptions (Section 1313.1'
o No Interior Lighting. The building,pla'ns and specifications do not call for new or altered interior lighting.
Skif) to item 5,.Exterior building Lighting - General. below,
)( E:xcepUons. 1. The building or part of the building qualifies for an exception from code lighting
requirements. AppliCClble code exception is number: , I'
. ,
2. Lighting equipment that qualifies for an exception k in addition to general lighting and is separately
controlled. Applicable code excePti~n is number: p I 1.2
Areas of the building and equipment that qualify for any exceptions:
DWELLING UNITS AND' GUESTROOMS
:>" ~ocal Shut-off controls (Section 1313.3.1.11
)( Complies. At least one local shut-off lighting control for every 2,000 square feet of
lighted floor area and for all spaces enclosed by walls or ceiling height partitions.
This control(s) is detailed in the building plans o~ drawing number~ I
)(ExCeptiOn. The building or part of the building qualifies for an exception.
Applicable code exception is Section 1313.3:1.1, Exception: I
Portions of the building that quality: /LOBBY. CORRIDORS. STAIRS.
E3.0
2
RECEPTION
3. Automatic Shutoff Controls (Section 1313;3.1.2)
o Not Applicable. Office floor area is not over 2,000 square feet of contiguous office floor area or
permitted space is not over 5,000 square feet. No offices less than 300 square feet, meeting
or conference rooms, or school Classrooms. ' .
X Complies. All interior lighting systems are equipped With a separate automatic control to shut off lighting
during unoccupied periods. Offices less than 300 square feet, meeting and conference rooms, and schoof
classrooms shall be equipped with occupancy sensors that comolv with Section 1313.3.1.2.1.
Compliance details in plans/specs: I E3. O. 1
X Exception. The building or part of the bUI ...l1g qualflles. for an excep(lon. . I ne
_ . applicable code exception is Section 1313.3.1.2, Exception: I 1 2 7
. .
Portions of the buifding that quatify:
'SAME AS ABOVE plus EGRESS lTG, MECH/ELEC ROOMS I
4. Dayllghtlng Controls (1313.3.1.3)
)( No classrooms or atriums with Skylights or window to wall, ratio greater than 50%.
.--,~:O:c-ComplJes::AII;classrooms. and:atriums -with window to wall'ratio.greater than'SO%-and/or skylights -are'
equipped with automatic daylight sensing controls,. as' required by Section 1313'.3J .3.1 and. Section
1313.3.1.3.2. The daylight ~ensors specified comofv With Section 1313.3.1.3.3. .
C~mpliance details in plans/sPecs: I
1
5. Exterior Lighting (Section 1313.5)
)k(- Complies. J"he plans do not call for use of incandescen~. or mercury vapa.r l~mps for use onbuildin~exterio~.,
o Exception. The building plans indicate luminaires with incandescent or mercury vapor lamps. but are.
specified for u~e' in or around swimming pools, water features, or other locations subject to requirements
of Article 680 of the 2002 National Electrical Code.
- 6"Exterior and Canopy Lighting Controls (Section 1313.3.2) .'.
)( qomplles. The building plans and specificatlons includephotoelectri_c and/or clock switches on atl'exterior
- lighting systems which are designed and programmed to extinguish lights when dayiight.is present..as
required by Section 1313.3.2.;; . .' .
.1"
7. interior Connected Lighting Power (Section 1313:4} '. . .
'IYESI90mplies. T!1e interio~ lighting power ~oes not exceed t~e'jnterior power allowance establi~hed
in eijher the Tenant Space Method (Fonn 5b) or the Space-lly,Space Method (Fonn 50).
)(TenantSpace Method (Fonn 5bJ cSpace-by-Space Method (Fonn 5c)
"
'.
,1.1
: Complisnce.wiIhOSSC, ~ 011V11V5
IF0lTT15b Project Name:1 . HOLIDAY INN_ - SPRINr,FIELD. OR
INTERIOR LIGHTING POWER - Tenant Space Method
Lighting
Budget
Occupancyl
Use Types
SeeinsfructioosfOfdesc- I
rfplion of occupancy types . . ",_
Lighting Power W:
Bndget
Track Lighting
Power
Building'.
Lighting Power
15-2
12.
13.
/.. .
,~.
~:};:::.
1':' -.
Is:
19.
110:.
I'll: '.c.
(a)
Tenant or BUilding Type
ITabre-13Gl
HOTEL
", .'- -. ,
<T9J~11n,tj~rlo.r'L_19~~~gPOwer Budge~ (Watts) for Bulldln~.
To~~lIeflgth..of track lighting (ft)
-Une 2 m.u1tiplied by 37.5 Wattsfft
Total amperage of circuitbreaker{s) serving track lighting (amps)
",', ,Voi~ge:of~rcuitJl!:eaker serving, track lighting.{varts)
~'~=::-''-''::!,.'-:-''-;-:-- -. - .
.::,,;':;~'~MaXimiuri;Wcittage:of.tracldightjng:(multlply,line4 byJine 5)
. :', .~.. -,:',>-, ~.; -,'.--:,,,-: ..',,' ;::;": .:, -... . - -, .' .,' " .","" ,-'
;'Zf~'~-:i;i~~t!~\~~!'tleS$eT,~~iu:e-of line 3:or,line 'S} .
'-Trac~:lJg~ti.~gBo.wer Oine.7}
", :T~~~.t~~ri.~'r;tJ~~tingpower from, W~~sheet',5b-1 (Sum of cOlu~n (m)) , ' .
,--T~tiJAdJij~tedi;.t{fhting_Power: (Iine8'~line9)' .::
:,:~.'::::-':>,_."'-,,::':;--:' -:,:_"".". ' . ,-' . -:---' "." -~--::-. ... ---- -.
-~i~S.~4:ii$~~",:-,m,cre~:b-U~get1, . Line:1 O:must ~e no_g~at~r than.!.i_~e.-:1'.: _:' '__
Page;1
9 r71
(b)
(e)
(d)
Floor Area Max Power Ughtin",Power
(so ft\ Densitv fWllfl . Budflet Mfl
Jl 36.820 I 1.0 136.820 I
136.820 I
I ,I
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I
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.'
..
/.
. + , -.:
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.,: ~ncewittlOSSC.eff~Ol(tll~
Project Name: I
LIGHTING SCHEDULE
I
HOLlDA Y INN - SPRINGFIELD, OR
Worn!
. '(ar."
M.'i:'y,
11"",'-,
.{' ~;:';?~(6t~~;F:" ."
',..:
Luii(
10
Lu~in~l~ .:.:.
:.',-.'.
. '\<i
T . ",' . OesCrlotJ6n
I A Compact Fluorescent Tliple :s: l-GFTR26WIGX24q-3-ELECT,2BW
1 Al Compact FluorescentTriple ,~.. l-GFm26WIGX24q-3-ELECT,2BW
1 A3 User Defined '1; FLUORESCENT CIRCLINE 32040
1 AS I Compact Fluorescent Tnple .. ~ l-GFm26WIGX24q,3,ELECT-2BW
I A6 I U~r ~_~fi~d . ~'INCANDESCENTDOWNL~
B I Fluore~nt T8 ._4 foot . _' .. 3-F32T8-ELECT NO-93W
I I. Long Compact FluoresCenl Twin - T5(40W) . 2-FT40WI2Gl1-ELECT NO,78W
Cl .~
I 01 I User D~_fi_ne~_ 'ijINCANDESCENT AIMABLE "
I 02 I User Defined .~~ INCANDESCENT AMABLE
I 03 I User Defined . fill INCANDESCENT AIMABLE
I El I User Defined iJ'NCANOE.SCENT FEN.~~NT . .
E2 1_ User Defi~~ ~ INCANDESCENT PENDANT
- 1] INCANDESCENT PENDANT
E3 User Defined
E4 User Ordined __nj; INCANDESCENT PENDANT
Fl User Defined ~~ INCANDESCENT WALL SCONCE
F2 User Defined .- INCANDESCENT WALL SCONCE
"
F3 User Defined '.s' NCANDESCENTWALL SCONCE
F4 User Defined ,~ INCANDESCENT WALL SCONCE
":";
F5 I User Defi~d it INCANDESCENT WALL SCONCE
G Fluorescent T8 - 4 foot . 2-F32T8,ELECT NQ.62W
~I User Defined "- INCANDESCENT DOWNLIGHT
'"
H2 - C~mpactFiuorescenl Triple -~ l-GFTR32WGX24q'3,ELECT-35W
I I Fluorescent T8 ~ 4 foot :~ l,F32T8-ELECT ND-31W
I K Fluore~nt Rapid Start T8 - 2 foot ;-~ l,Fl7T8-ELECT ND-22W
I L I Fluorescent T8 - 4 foot ~ 2-F32T8-ELECT NQ.62W
I PI I FJuOi-esce~r8 ~ 4 foot iI 2-F32T8-ELECT NQ.62W
1 I ~
I I .~
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1 I '[5
I I ~
1 I ~
I ~
I I 1;
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J~\'~,I!~ ..~..,~;
iill'I'.c..",. "R2~W.lc;J<2.'...' 4<i'. 3 1:' '"';'i'E1.@aniC."'j!!J.""'YES.
1/"1'..'''::' :ii04Q;..':.' ""'-:;':EI~ctronlc -:'~o,. NO:;';::.
;]:"C~R2~j~~~,j~~' >'/).i:J~sironlc "'lt~/; ':~.;~;
"3 . 'F3.?Tii ";l'J~~W~ni~NcijmaI6utput:RS9:l::'Yl!.S,'::
II 'i.' .-. mow/roll;'I"::'::;::' 'erec:ttonlc . '7S.;: ; ,"Yt:tS';\
:....: '. ~~~~:...' .n>~' ....~:; ., ;'~;2::
~ 1 75WPAR38:.... ):0)' '., . '..75' I' . ;:_I\j(j'::d
~ .' 1 IrEiD.' ,. ':01." '. ,.. . 300" :':t<l6<1
E..2.../fEio..<ill" 11~li I. -t>iO.:1
if'll . :fsb' :1.01300 . NO .
III .fEib ,:.~,o;,:.. I. .30.0.1 ,t<lO,'1
~,1 TaD, . .':.'.Q::.,(..' I .100 I.. NO.;: I
-..:' , ^
r. '1' 'TEili.: ::.::0:. :'''':'''''.,' ,- I ;00""." :.NO'.'
~ 11' f60'..J'0;/. I 100 1 .'Ncl..
;1~ 11 t60 .1.0,' I' 100.' I..'NO.
~f 11 TSD.'lo 130. ..NO'
}1 2 F:i:rt8 .1:Ei.;;<:tronICNarffi~1 Ouiput. RS 62' . ,YES
E '1~19: ,0' '60... '-NO"
~~ .1. 'CFTR32WGX24cj'-3:', ':1'.' -S~CtFonic . _'35:'.. L' :.YE&,:......
-mfl F:l2T8 . ,... .'0:$' Sec:!ianlcNOnnal,OutPut RS .31 .' ,.1: YES.:
;; 1 F1Tr8 :1 EleCttiilllcNb'nna1 outj,ui. RS22 . :YES '-
~ . 2 1 F~2f8'.fl'Eiec:tiani~l'lani1al O~lput RS ,_' '. ..62' I'YES..
r' .'
f;;j Fi2T~:.;.JtAi;~Ita;tit'O~Ip~.~L.62..' '~~S;..
#, :., , ."..C'.t 'k . '.'
;g]e~...1 ~,.,.....,.,....,.I.........." '. r';'':~~li'!>:' ......".,', .f,,:~..!1
~ ': ..'l..... ....,.., e, ",.'."' ..... '0 _I...............
-' '. _ ~~ ;....,-.. .... '....::;:..T>>:\~:...: \ ,
f........_..,......:. tc.:.. .,,'."" "'_.:.., .... ,11..../.'...._.:.'.;.:......."....:.1,..:.... .... '-';'1
- 'j:;. ,.,,,' ..,' .. , '::;;;\'.1
'S_'
UghtingForms-V2.3 HI Springfield.xls
Wo<hheelSb-l projedName:1 HOLIDAY INN
INTERIOR LIGHTING POWER
SPRINGFIELD. OR
paged
. 4 '2.1 I
Space-by-Space Method Only " I
SkiD to coI.umf'. m if usmn the 10nanl Soace Method
t.) (b) to) (') (a) (f) <0' (h) (i) U> (1<)
lumlD
, from Quantity of
:'"ROOm 10(00- Space Type Space I Lighting Power Worksheet Lur'ninalres(or luminaire LIg~tiog Room
;,not'eilveany A~ (TBble13-H) T"", , Budget, SaCo/urnn linealn.fortrack p""" ",,",pI P- TotafUg.
,",",tllanli;$)' ;(ft~) . (enter space type only Otlce per. room) ,PO (b)x(d),\ ta) .,""") (Watts) F"",", (g) x (h) Power
Each room I POOl I I -, - I H? 'II 14 33 0 4'10 It17? .
must be I poOt. , I -I - , P1 !ill 11 fl? 0 f;87'. -
, identified. 1 1
1 MECH 1001 1 I .1 - I 1 ~I '1 0 qJ. 19'
D..."", -
luminairelfofNch 1 POOL WE~ 1 1 -I - I I i! ? ,.1 0 R?- !R.?-
indMduII room In 1 ELEV EQUIP 102 1 1 -I - I I ~ 2 .,1 0 67- IB?- 1
,.... I EXf'RCISF t 1 1 -I I r' 7 ill 0 'i;lR '5Af; ,
-
1 WOMEN lOV I 1 -I - I r, ii 1 q., 0 qJ- Iq., I
1 MEN 108 I 1 I -I - 1 G ,J 1 R' I 0 ~
Foclradllighting I LOBBY I I 1 -I AH 14 7il I 0
enterlinearr.e\ln LOBBY I I 1 -I 1);1 ;) .f 7S I 0 (?S. -"
eoIumrleolufnn(gJ.
1 LOBBY I I I -I. A') ill '1 ?ill 0
coturnn(kl,enIer I LOBBY 1 I I CI 02 +1 2 i!1 1 0 11~fl -
sUm of column (r1 1 VESTlBULEI 1 1 -I A ill , 7.f\ I 0 I f\~' I Rf41
for ead1 room only LOUNGE I I 1 -I A ~~ 18 28 I 0 I ~04 65-4
once IIIirsl entry
for the room. ae. LOUNGE i I 1 -I - 01 'I 7 7~ 1 0 J sn I - 1
~mpleln DINING I I I -I r2 ~I 8 1001 0 800 I ~900
irlzb'UCtlons.
DINING I I 1 -I Fj R lf1()1 0 IIlf)fl I - .1
1 DINING I I 1 -I A5 73 1001 0 12:)flOI - 1
I DINING I I I' -I - I H1 ill. 15 58 i 0 19.Qf) I -
DINING I I I: -[ - 1 E2 ~j 11 1001 0 I~
LUGGAGE I I ,. . -I - '1 A ~I B '.78 I 0 I. .
WORK AR~A I I -I - I P ~, ? q, I 0 1 1 f\R ..?7-A."
I WORK A~ElA I I -I I K ! ~ i2 0 18R. I C 1
I GI.4 omCS I 1 =1 A ! 1 9'1 0 p\.I.q'l
I COMPU~ 1 B 7 1 q2; 0 I t8fi 1181'
1 omCE i1 I -I - I 8 Ell 1 1 ;9.' I 0 19~': 19'_' ,
I CONF RO 1 I: -I - I A il ]0 1 ?1l1 0 I?RflOI"i1-or
I CONF RO(i,i I I -I . " 1 F1 ~I 1 I .1f)rl 0 1 'In!') I. -
I HALL 1121 1 I -I' - I A~ P- I. ?8 I 0 I ??~ 1??4-
I'HALL1121 I I '-1 .. - I n.' r: 6 I' i'il 0 14
1 LAUNDRY I I I' -I . -.1 12 I .,11 0 I .,7-7 .'1?
----- l ,- q.~ I
I DITteF 1;a I I -, - I r- ~l 1 I 0 19" 19'1
I ELEV MAC . I I' el ~ ,I I ~u 1 I. :3-1 I 0 '11- I ~1-
LREST RM l~B I .1 .. .-1 G I 1 .j u!:MI 0 1 93- "IY~ cl --
I kEsr RM j~y r CI - '1 (; 1 I g--51 0 I'g.} 1 g-J I
~ LOCKERS I I -I - 1 (; ~ 1 I, 9-3' 0 I 93- I ~M
EMP LOUNJ;E I .1' - '1 G :;~ 1 1 g,~ I 0 I .~7. :',72
I KITCHEN I I -I - I r.. .:'v. ?1 I. 9,) I 0 11q53
I CORR,1.321 I -I - 1 (; ..>1 19 I' 9~' 0 1176717.,7
1 MC"" I I -I - I I If! Ii I 3-1 I 0 I ll:lb -
ENGR OI-l-lCE 1 c I '. - I I ~ 2 I. -;~1 I 0 I 62 6;>.
I UNEN 1 I: '.-1, - 1 i.. '? 1.- "11 0 I 62'-'10['1
::':-., ". .w~~1Tqt&l,'Bi.icIgetl:,-.'. .1. 'WkShI5b-1,TotaHjghlingPOwer(exck:Ji:ling~1ixtures)l. . .,',.
Other Pace-
IJsllhe,ddillonal
--
uarytOcal&logd
.....-..
b..,,,,.
TotalNt.mberofAdditionaIWorI<sheet5b L....c:~_11
. -...'.... ;;'IYi~~i~:~fl
. ".co/I.n1n(e)l "'.
'.50., . I
. ;.., .J
;';;.1
'Sumof6t:lditb~i5b~i~I'
:'~:<id~:~'~;i~;~~~t '"
I:
:1.
I
p~;5.1~=~;~ .
:'194:',1., I," . .
16164.:1
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5-5
~wIlhOSSC.."-"ive01~1.()5
/W.O",'he.tso.-2 Project Nam.:! I-!OllnAY INN -
INTERIOR LIGHTING POWER
Each room
..-be
identified.
Dooaibo
lumirlllire.foreach
in~a1roomln
plll!1$.
Column (kl,anler
sumofcolutnt1lJ)
foread'llOOlllon/y
once.tfifsl~1ty
fofU1e room. Soe
exarnplein
in$lnlctions.
5-6
I
I
I
I
,..
I
I
1
I
I
I
I.
I
I
1
I
.,
I.
1
I
I
1
1
C;PRINCiFIFI n OR
Page: I
. _spaI>>llY..space Metnod Only
SkiD to COlumn /fl if usmc the Tenant SPaCe Method
. '2.2.- I
(n
LumlD (g)
from Uuatltit1 01
Lighting Power Worksheet luminaires (or lumlnaire
Budget 5a Column liOeal n. klr track Power Exempt
(b) x (d) ,; I: ~ ~1f:11 ~h~) (W~~ I ~s
I Ql ,i 1 - 7'" I 0
, I F5 ,j 1" 1(1 0
I I !~ 1 ,~o
,11,1 , '1 0
1 A, 'I 1 '-1 0
i I AI 1 :10 0
::1 ~
I ~ a
, H 0
I~I 1 a
1 '.!j I'. a
I ~1 I , a
.f; !! ~
.I.~ I 1 a
~.- . I l'I Ie 1 a
:>~i :: ~
..1. I I a
1'-, 1 ..1 a
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-'I ~. II a
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' fJ I., ",.
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(b)
to)
Space Type
{TabI613-H).
(entet space tYl?e only 0IlC8 Def room)
(e)
s_
Typo
LPD
:~a)_~ "
:,~'O)dQ
;nOtle:av~_.nr ,Area
.;;:,"""); ..(ft')
,CaRR 638 I-I
ICORR 638 I ,
ICaRR 638 I 1
IELEC 6TH fLR I
IHSKP 637 I 1
VEND 636 I 1
STaR 639 I I
, "
FO('InIdo;~ I , I
enlerlineallffiin
c;olumncolurnn(Il). I I f
I 1 I
, "
I L I
I 1 I
I I I
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, I I
I I I
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I I 1
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Power Totalltg.
"(g)x(h) Power
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"
IWOrkSheet5~2 Project NameJ ~()r [nAY
INTERIOR LIGHTING POWER .
". '. r
,(a). (b)
R~",D,.((jo" A_
;,nOt~~8ny ,"'~8
b1ali~)'-" .(trl
STORAGE 1146
IMEN 125 I
IMEN 125 I
IWOMEN 124
IWOMEN t 21
lEAST STAI~
1 WEST ST Ai~ I
IPREFUNCTlbN 1191
FortracUghllng IPREFUNCTlbN 119[
=~~=(~. IPREFUNcnON1191
I PREFUNCTlg- N 1201
1 PREFUNCTl .N 1201
I PREFUNCTl N 1201
I PREFUNCTlIlN 1201
I ~LEC ROcti I
fMTG ROOMI 1
I MTG ROOMI I
I MTG ROOMI I
1 r.GRR 238 I I
I CORR 2381 I
I CORR 2381 I
I HSKP 2371 I
I ELEC 2NO IFLR 1
, GST LAUNDRY 236
r STOR 2391 I
CORR 3S0 I I
'CORR 3381 I
L CORR 3381 I
r ELEC SRU IFLR I
I HSKP 3371 I
VENO 3361 I
I ';)IUK .).)~I I
ICORR 438 I~I
I CaRR 438 1
IcaRR 438 I 1
-I --'- -- -e"--~-I~~~ :~7F -:
I .~:
I IcaRR 538 1 I
CORR 538 I I
IcaRR 538 I I
IELEC 5TH tLR I
. HSKP 5371- 1
IVEND 536 .1
.1::iIUK :J~!:I I I
1
Each J'OOID
mast be
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o.O<rib<
Iumltlail1llforeach
Incfividull room iti
plans;
COIumn(k),entef
sum ofeolumn (j)
for e.ch room only
OlIeeatllmentry
forlh8 room. SH
.liampIeln
ins1nJ<:tion..
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'Q
LumlD (g)
from, UuantityOl
Worksheet Luminalres(OI'
SaCOlumn1inea1t'lfortnlck
(al Ughlingl
f)
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L
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WEATHERMAKER@
48TF004-014, 48T J016-028
WEATHERMASTER@ 48HJ004-028
Single-Package Rooftop Units
Gas Heating/Electric Cooling
3 to 25 Nominal Tons
Product
Data
~
.' ._."'.'.'=',i...- -.:..~ _ _,..~...,
'~~-"-.~
~ fr~ 0
L E-- - -~II[~
~;"~~~ . c~~~c_c_-- - ~
~ '~-~I~'.~ ~
-,~~ - ...~~ 1I~4lfJJj;
-=-~~:-= 0';;;"
~~ ~~ --: V
-~-- ~/ /.
48HJ004-014 - ". ~A~"
48TF004-014 4. '
'j
48HJ015,017
48TJ016-025
,0-'
..
48TJ028
Copyright 2004 Carrier Corporation
905
Standard-Efficiency (TF,T J) units
and High-Efficiency (HJ). Gas
healing with electric cooling
rooftop units offer:
. Pre-painted galvanized steel
cabinet for long life and quality
appearance
. Commercial strength base rails with
built-in rigging capability
. Convertible design lor vertical orhori-
zontal supply/relurn (004-014 only)
. Non,corrosive, sloped condensate
drain pan, meets ASH RAE 62 (IAQ)
. Two"inch return,air lilters
. A wide assortment of factory-
installed options available, including
high-static drives that provide
additional performance range
. Optional factory-installed COBRA ™
energy recovery unit (option on
48HJ004-014 units only)
. Factory-installed PremierLink™
digital communicating controls
...., . Factory-installed optional gear
driven EconoMi$er IV (vertical
return for sizes 004,012 only) for
use with standard rooftop unit
controls (includes C02 sensor
control capability)
. Factory-installed optional gear driven
EconoMi$er2 (vertical return only) for
use with PremierLink DOC controls
(includes 4 to 20 mA actuator for
demand control ventilation)
. Optional dehumidification package
Heat Options
. Exclusive integrated gas control
board with diagnostics
. Alumagard™ heat exchanger coating
. Induced-draft fan for gas combustion
. Tubular, dimpled heat exchangers
. Natural gas
. LP conversion kits
. Low NOx (size 004-006 only)
. Oplional stainless steel heat
exchangers.
Form 48H,T-5PD
Model number nomenclature (cant)
15
Example:
~~ .-J
006'IJIF.
HA
T
--
cJCOBRA'"
OllllruyrllCGVery
- <..Weatbennastei=
:'E'A+E"S=
48HJ004,014
48 - Packaged Rooftop
Electric Cooling!
Natural Gas Heat
FIOPst
Packaging
1 - Domestic
3 - Export
HJ - Constant Volume, High Efficiency
Heat Options:
49 States
o - Low Heal
E - Medium Heat
F - High Heat
S - Low Heal I Stainless Steel
R - Med Heat I Stainless Steel
T - High Heat I Stainless Steel
California Compliant
G - Non NQxlow Heat (3 Ph, Single 81g)
H - Non NOx Medium Heal (3 Ph, Single Stg)
K - Non NQx High Heat (3'Ph, Single 81g)
L - Low NOx low Heat (Single 8tg)
M - Low NOx Medium Heat (Single 51g)
N - Low NOx Hig~ Heat (Single 81g)
Voltage
1 - 575-3-60
3 - 208/230.1-60
5 - 208/230-3-60
6 - 460-3-60
Nominal Capacity - Tons
004 - 3 Tons
005 - 4 Tons'
006 - 5 Tons
007 - 6 Tons
008 - 7-1/2 Tons
009 - 8-1/2 Tons
012 - 10 Tons
014 - 12-1/2 Tons
Coil Protection Options (fin/tube)
Standard Unit ..
- - AI/Cu Cond & AI/Cu Evap
B - Cu/Cu'Cond & Cu/Cu Evap
C - Cu/CiJ Golid & Al/Cu Evap
E - E~Coat Al/Cu Cona & E-Coat A\ICu Evap
F - E.Coat AIJCu Cond & Al/Cu Evap
G - E-Coat Cu'/Cu Cond & AI/Cu Evap
V - Al/Cu pre-poat CondFin & Al/Cu Evap
COBRA ™ Energy Recovery Unit
H - 62AQ060 AI/Cu Supply & Exhaust I Al/Cu Cond & Evap
J - 62AQ100 AI/Cu Supply & Exhaust I Al/Cu Cond & Evap
K - 62AQ200 AI/Cu Supply & Exhaust I Al/Cu Cond &,Evap
l - 62AQ300 Al/Cu Supply & Exhaust I Al/Cu Cond & Evap
M - 62AQ060 Cu/Cu Supply & Exhaust/Cu/Cu Cond & Evap
N - 62AQ100 Cu/Cu Supply & Exhaust ICu/Cu Cond & Evap
P - 62AQ200 Cu/Cu Supply & Exhaust /Cu/Cu Cond & Evap
a - 62AQ300 Cu/Cu Supply & Exhaust /Cu/Cu Cond & Evap
R - 62AQ060 Cu/Cu Supply & Exhaust I Al/Cu Cond & Evap
S - 62AQ100 Cu/Cu Supply & Exhaust / AI /Cu Cond & Evap
T - 62AQ200 Cu/Cu Supply & Exhaust/Al/Cu Cond & Evap
W ...,. 62AQ300 Cu/Cu Supply & Exhaust I Al/Cu Cond & Evap
X - 62AQ060 E-Ctd Al/Cu Supply, Std. Al/Cu Exhaust I E-Ctd
AlICu Corid & Std.~AlICu Evap
Y - 62AQ100 E-Ctd Ai/Cu Supply,Std. Al/Cu Exhaust I E-Ctd
AI/Cu Cond & Std. AI/Cu Evap
Z ...,. 62AQ200 E-Ctd Al/Cu Supply, Std. Al/Cu Exhaust I E-Ctd
AI/Cu Cond & Std. AI/Cu Evap
1 - 62AQ300 E-Ctd AI/CuSupply,Std. Al/Cu Exhaust / E-Ctd
AI/Cu Cond & Std. Al/Cu Evap
2 - 62AQ060 E-Ctd Al/Cu Supply & Exhaust I E-Ctd AlICu Cond & Std. AI/Cu
3 - 62AQ100 E-Ctd Al/Cu Supply & Exhaust / E-Ctd AlICu Cond & Std. AI/Cu
4 - 62AQ200 E-Ctd Al/Cu Supply & Exhaust I E-Ctd Al/Cu Cond& Std. AI/Cu
5 ...,. 62AQ300 E-Ctd AI/Cu Supply & Exhaust I E-Ctd Al/Cu Cond & Std. Al/Cu
6 - 62AQ060 E-Ctd Al/Cu Supply & Exhaust I E-Ctd AIICu Cond & Evap
7 - 62AQ100 ~-Ctd Al/Cu Supply & Exhaust! E.Ctd AIICu Cond & Evap
8 - 62AC?200 E-Ctd AI/Cu Supply &' Exhaust / E-Ctd Al/Cu Cond & Evap
9 - 62AQ300 E-Ctd AllCu Supply & Exhaust I E-Ctd Al/Cu Cond & Evap
Controls and Sensors.
Standard Unit
- - None
G - Hinged Access Panels
H - Hinged Panels & Premierlink™ Control
N - Novar ETM3051 Control.
P - PremierLink DOC Control
R - Novar ETM3051 & Hinged Panels'
COBRA™ Energy Recovery Unit
B - COBRA Unit & Std. RTU Controls
C - COBRA Unit & Hinged Access Panels
o - COBRA Unit & Hinged Panels & PremierLink
E - COBRA Unit & Premierlink
LEGEND
AI Aluminum
Cu Copper
DOC Direct Digital Controls
E-Ctd E-Coated
FlOP Factory-Installed Option
'Contact factory for availability and applications.
tRefer to 48HJ Price Pages, Quote Builder software or contact your
local Carrier Representative lor FlOP code table. .
NOTE: Hinged Access Panels .include; Filter Panel, Control.Box. Panel,
Fan Motor Panel. Compressor Panel.
Quality Assurance
Certified to ISO 9001 :2000
hidoor Motor Options
- - Standard Motor & Drive
H - Humidi-Mizer'M & High Stalic Indoor Motor
J.- Humidi-Mizer, Cu/Cu with/High-Static Motor
K - E-coated Humidi-~izer with High-Static Indoor Motor
M - High-Static Indoor Motor
Ul',:I:iCi'......r~':_
48HJ004-012 UNITS ARE
ENERGY STAR QUALIFIED
8
ARI* capacity ratings (cant)
1..1.
~
ARI' CAPACITY RATINGS - 48HJ004-014
UNIT-
48HJ
004
OOS
006
007
008
009
012
014
NOMINAL
TONS
3
4
5
6
7112
81/2
10
12112
COOLING
{Btuhl
36,000
46,000
61,000
73,000
90,000
103,000
120,000
138,000
TOTAL SEERt EER
kW
3.2 13.0 11.2"
4.1 13.0 11.1"
5.5 13.0 11.0"
6.7 11.0
8.2 11.0
8.9 11.6
10.9 11.0
14.4 9.6
LEGEND
EER Energy Efficiency Ratio ,
IPLV Integrated Pari-Load Value
SEER Seasonal Energy Efficiency Ratio
*Air-Conditioning & Refrigeration Institute.
tApplies only to units with capacity of 65,000 Stuh or less.
~'ARI does nol require EER ratings for unit with capacity below 65,QOO Stuh. For
lhese units, the EER rating at ARJ standard conditions is provided for informa-
tion only.
ttThe IPLV is nol applicable to single-compressor units.
NOTES:
1. Rated in accordance with ARI Standard 210-94 (004-006 units) or 360.93
(007-014 units).
2. Ratings are net values, reflecting.the effects of circulating fan heal.
3. Ratings a're based on:
Cooling Standard: 80 F db, 67 wb indoor entering-air temperatiJre and 95 F
db outdoor entering-air temperature.
IPLV Standard: 80 F db, 67 F wb indoor entering-air temperature and 80 F
db outdoor entering-air temperature.
SOUND RATING
(decibels)
76
76
80
80
82
82
84
86
IPLVtt
NfA
NfA
NfA
NfA
11.6
12.8
11.4
10.3
~~
4: An 48HJ004-014 units are in compliance with ASHRAE 90.1 2001 Energy
Standard for!!minimum SEER and EER requirements. Refer to state and
local codes or visit the following website: htlp:llsolstice.cresl.org/efflciencyl
bcap to determine if compliance with this S18noara penalns lOa given g80;
graphical are~ of the United States.
HEATING CAPACITIES AND EFFICIENCIES -48HJ004-014
208/230,1,60 - SINGLE,STAGE GAS HEAT
UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY
48HJ lstStalle 2nd Sta~e 1 st Sta~e I 2nd Stage RISE ('F) AIRFLOW (CFM) AFUE (%) Steady State (%)
ElR004 72.000 58,000 I 25-55 1004 82.8% 82.0
Frr004 115,000 90.000 I 55-85 1002 80.0% 80.0
D/S005 72,000 58,000 I 25-55 1004 82.8% 82.0
ElR005 115,000 92,000 I 35-65 1320 81.0% 81.0
FrrOOS 150,000 118,000 I 50-80 1396 80.4% 80.0
0/5006 72.000 58,000 I 25.55 1004 82.8% 82.0
ElR006 115.000 92,000 I 35-65 1327 81.0% 81.0
FrrOO6 150,000 118,000 I 50.80 1314 80.4% 80.0
208/230-1-60 - SINGLE-STAGE GAS HEAT -" LOW NOx
UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY
48HJ 1 st Staqe 2nd Staqe 1 st Staqe I 2nd StaQe RISE ('F) AIRFLOW (CFM) AFUE ~%) Steady State (%)
MOO4 50,000 50.000 20-50 930 80.2% 81.2
N004 90,000 74,000 30.50 1150 81.0% 81.4
LOOS 50,000 50,000 20-50 930 80.2% 81.2
MOOS 90,000 74.000 30-50 1150 81.0% 81.4
NODS 120,000 101,000 40-70 1340 80.7% 82.4
LOO6 50,000 50;000 20-50 930 80.2% 81.2
MOOS 90,000 74,000 3D-SO 1150 81.0% 81.4
NOOS 120,000 101,000 40-70 1340 80.7% 82.4
AFUE - Annual Fuel Uti!ization Efficiency
NOTE: Capacities for stainless steel heat-exchanger units (S/RfT) are the same
as standard units (D/E1F).
14
--
11
HEATING CAPACITIES AND EFFICIENCIES - 48HJ004-014 (cont)
2081230/460c3-60 - SINGLE,STAGE GAS HEAT -.LOW NOx
UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY
48HJ 15t Stage 2nd Stage 1st Stage 2nd Stage RISE <"F) AIRFLOW (CFM) AFUE (%) I Steady Slate ("!o)
MOO4 60,000 50,000 20-50 930 80.2% 81.2
NOO4 90,000 74,000 30-60 1150 81.0% 81.4
LaOS 60,000 ~ 50,000 20-50 930 80.2% 81.2
MOOS 90,000 74,000 30-60 1150 81.0% 81.4
NODS 120,000 101,000 40.70 1340 80.7% 82.4
LOOS 60,000 50,000 20-50 930 80.2% 81.2
MOOB 90,000 74,000 30-60 1150 81.0% 81.4
NOD6 120,000 101,000 40-70 1340 80.7% 82.4
208/230/460,3,60 - SINGLE,STAGE GAS HEAT
UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HfATING EFFICIENCY
48HJ 1 sl Stage 2nd Stage 1 sl Stage 2nd Sta!1e RISE ("F) , AIRFLOW (CFM) AFUE (%) Steady State (%)
HOO4 72,000 59.040 25.55 1000 82.0% 82,0
K004 115,000 93,150 55-85 1020 80.0% 81.0
GODS 72,000 59,040 25-55 1000 82.0% 82.0
HODS 115,000 93;150 30-60 1440 81.0% 81.0
KOOS 150.000 120,000 50-80 1390 80.0% 80.0
GODG 72,000 59,040 25-55 1220 82.0% 82.0
HaaG 115,000 93,150 35-65 1330 81.0% 81.0
KOOG 150,000 120,000 50-80 1390 80.0% 80.0
208/230/460/575,3c60 - 2-STAGE GAS HEAT
UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY
48HJ 1 st Staqe 2nd St~qe 1 st Sta~qe 2nd Sta~e RISE ("F) AIRFLOW (CFM) AFUE J'Yo) Steady State ('Yo)
E004 50,000 72,000 41,000 59,040 25-55 1004 82.8% 82.0
F004 82,000 115,000 65,600 93,150 55-85 1002 80.0% 80.0
0005 50,000 72,000 41,000 59,040 25-55 1094 82.8% 82.0
EOOS 82,000 115,000 66.420 93,150 35-65 1330 81.0% 81.0
FOOS 120,000 150,000 96.000 120,000 50.80 1390 80.4% 80.0
0006 50,000 72,000 41,000 59,040 25-55 1004 82.8% 82.0
E006 82,000 115,000 66,420 93,150 3s-65 1330 81.0% 81.0.
F006 120,000 150,000 96,000 120,000 50-80 1370 80.4% 80.0
0007 50,000 72,000 41,000 59,040 25-55 1220 82.0% 82.0
EOO? 82,000 115,000 66,420 93,150 35-65 1330 81.0% 81.0
F007 120,000 150,000 96.000 120,000 50-80 1390 80.0% 80.0
0008 90,000 125,000 73,800 102,500 20-50 1900 82.0% 82.0
EOOS 120,000 180,000 98,400 147,600 35-65 1440 82.0% 82.0
FOOS 180,000 224,000 147,600 183,680 45-75 2230 82.0% 82.0
0009 90,000 125,000 73,800 102,500 20-50 1900 82.0% 82.0
EOO9 120,000 180.000 98,400 147,600 35~65 1440 82.0% 82.0
FOO9 180,000 224.000 147,600 183,680 45-75 2230 82,0% 82.0
D012 120,000 180,000 98,400 147,600 35-65 1440 82,0% 82.0
E012 180,000 224,000 147,600 183,680 35-65 2570 82:0% 82.0
F012 200,000 250,000 160,000 200,000 40-70 2650 80.0% 80.0
0014 180,000 224,000 147,600 183,680 35-65, 2570 82.0% 82.0
E014 200,000 250,000 160,000 200,000 40-70 2650 80.0% 80.0
AFUE - Annual Fuel Utilization Efficiency
NOTE: Capacities for stainless steel heat exchanger units (S/Rff) are the same
as standard units (DIE/F).
15
Physical data - 48HJ
ti
~
HJElF1H/KlM/N/SIRfT004 HJD/ElF/G/H/KJUM/NlS/Rrr005 HJD/ElF/GIHIKlLfM/NlS/RfT006 HJDIEIF007
3 4 5 6
BASE UNIT 48
NOMINAL CAPACITY
OPERATING WEIGHT (Ib)
Unit
Humidi-MiZer™ Adaptive Dehumidlflcatlon System
EconoMISer IV
Roof Curb
COMPRESSOR
Quantity
Oil (oz)
REFRIGERANT TYPE
Expansion Device
Operating Charge (Ib-oz)
Standard Unit
Unit With Humidi-Mlzer Adaptive
Dehumidification.$ystem
CONDENSER FAN
Quanllty...Diameter (In.)
NomInal Cfm
Motor Hp...Rpm
Watts Input (Total)
CONDENSER COIL
ROWS..:Finsnn.
Total Face Area (sq ft)
EVAPORATOR FAN
Quantlty...Slze (in.)
Nomlnal'Cfm
Maximum Continuous Bhp
530
15
50
115
1
42
5-8
12-5
1...22
3500
1/4...825
180
1...17
14.6
"..10 x 10
1200
1.20
2.40
48
56
680-1044
1075-1455
Ball
2100
1.9/2.9
2.8/3.8
'I,
'I,
4.5
4.5
..A...36
1..A..39
10.0-12.4
65
65
5
6
3
31/2
826
1233
'!,
SId
HI~StatJc
SId
Hi-Static
SId
Hi-Statlc
Motor Frame Size
Fan RpmRange
Motor Bearing Type
Maximum Fan Rpm
Motor Pulley Pitch Diameter AlB (in.)
Nominal Motor Shaft Diameter (in.)
Fan Pulley Pitch Diameter (in.)
Belt - Type...Length (in.)
Pulley Center Line Distance (In.)
Speed Change per Full Turn of
Movable Pulley Flange (rpm)
Movable Pulley Maximum Full
Turns from Closed Position
Factory Setting - Full Turns Open
Factory Speed Setting (rpm)
. Fan Shaft Diameter at Pulley (In.)
EVAPORATOR COIL
Standard Unit
Rows...Finslln.
Total Face Area (sq ft)
Unit with Humldl~Mizer Adaptive
Dehumidification System
Rows...Flnslin.
Total Face Area (sQ ft)
LEGEND
Bhp - Brake Horsepower
.Single phase/three phase.
tlndicates automatic reset.
.'60,000 and 72,000 Btuh heat input units have 2 burners. 90,000 and
120,000 Btuh heat input units have 3 burners. -115,000 Btuh heat input units
and 150,000 Btuh Heat input units have 3 burners.
ttAn LP kit is available as an accessory. Kit may be used at elevations as high a's
2000 fl. If an LP kit is used with Low NOx units"the Low NOx baffle must be
removed and the units will no longer be classified as Low NOx units.
SId
Hi-Static
SId
Hi-Static
SId
Hi-Static
SId
HI-Static
SId
Hi.Statlc
. Std
Hi-Static
SId
Hi-Static
SId
HI-Static
2...15
5.5
1...17
3.9
540
23
50
115
560
25
50
115
Scroll
I'
1
53
1
50
R-22
Acutrol™ Metering Device
10-2
10-0
18-8
20-5
Propeller
2.:'.15
55
r
4...15
5.5
2...17
3.9
2...17
3.9
635
29
50
115
1
60
12- 8
23-14
1...22
4100
'/4...1100
320
2...17
21.3
..10 x 10
2400
2.40
2.90
56
56
1119-1585
1300-1685
Ball
2100
2.4/3.4
3.4/3.4
'!,
'I,
4.0
4.5
..A...38
1..A..40
14.7-15:5
95
60
5
5
3
31/2
1305
1396
'!,
4...15
7.3
2...17
5.2
llThree-phase standard models have heating inputs as shown. Single-phase
standard models have one-stage heating with'healing input values as follows:
HJD005~006,HJE004 - 72,000 Btuh
HJE005~006,HJF004 - 115,000 Btuh
HJF0057006 - 150,000 Btuh
mCalifornia compliant three-phase models.
tttCalifornia SCAQMD compliant low NO. models have combustion products that
are controlled to 40 nanograms per joule or less.
133
Physical data - 48HJ (cont)
BASE UNIT 48
FURNACE SECTION
Rollout Switch Cutout Temp (F)t
Burner Orifice Diameter (in. ...drlll size)*"
Natural Gas - Sid
LIquid Propane - Aliff
Thermostat Heat Antlcrpator Settfng (amps)
208/230/460/575 v
First Stage
Second Stage
Gas Input (Stuh) .
First StageJSecond"Stage
Efficiency (Steady State) (%)
Temperature Rise Range
HJElF/H/KJMINlS/RfTOQ4 HJD/ElF/G/H/KlUMlNlS/RfTOO5 HJD/ElF/GlHlKlLlM/N/S/RfT006 I
'195 195 195
HJE .113 ..33 HJD .113 ..33 HJD .113 ..33
HJF .113 ..33 HJE .113 ..33 HJE .113. .33
- HJF.129 ..30 H~F .129 ..30
HJH .113 ~.33 HJG .113 ..33 HJG .113 ..33
HJK .113.. 33 HJH .113 ..33 HJH.113 ..33
HJK .129 ..30 HJK .129 ..30
HJM.102 ..38 HJL .102 ..38 HJL .102 ..38
HJN .102 ..38 HJM .102 ..38 HJM .102 ..38
HJN .116 ..32 HJN .116 ..32
HJE .089 ..43 HJO .089 ..43 HJD .089 ..43
HJF .089 ..43 HJE .089 ..43 HJE .089 ..43
HJF .104 ..37 HJF .104 ..37
HJH .089 ..43 HJG .089 ..45 HJG .089 ..43
HJK .089 ..43 HJH .089 ..45 HJH .089 ..43
HJK .102 ..38 HJK .104 ..37
HJM .082 ..45 HJL .082...45 HJL.082 ..45
HJN .082 ..45 HJM.082...45 HJM .082 ..45
HJN .094...42 HJN .094. .42
.1'
.14
HJEII 50,0001 72,000
HJFII82.000/115.000
HJH*". -I 72000
HJK".-/115.000
HJMttt -I 60.000
HJNttt -I 90.000
HJE 82.8
HJF 80
HJH 82
HJK 80
HJM 80.2
HJN 81
HJE 25-55
HJF 55-85
HJH 25-55
HJK 55-85
HJM 20-50
HJN 30-60
.14
.1'
HJDII 50,0001 72,000
HJEII 82,000/115,000
HJFII120,000/150.000
HJG." -I 72000
HJW" -/115'000
HJK"** -/150:000
HJL ttt -I 60.000
HJMttt -I 90.000
HJNttt -/120.000
HJD 82.8
HJE 81
HJF 80.4
HJG 82
HJH 81
HJK 80
HJL 80.2
HJM 81
HJN 80.7
HJD 25-25
HJE 35-65
HJF 50-80
HJG 2s-55
HJH 35-65
HJK 50-80
HJL 20-50
HJM 30-60
HJN 40-70
Manifold Pressure (in. wg)
Natural Gas - Std
Liquid Propane - Alttt
Maximum Static Pressure (in. wg)
Field Gas Connection Size (in.)
HIGH-PRESSURE SWITCH (psig)
Standard Compressor Internal Relief
Cutout
Reset (Auto.)
LOSS-OF-CHARGE SWiTCH/LOW-PRESSURE
SWITCH (liquld.L1ne) (psig)
Cutout
Reset (Auto.)
FREEZE PROTECTION THERMOSTAT
Opens (F)
Closes (F)
OUTDOOR-AIR INLET SCREENS
RETURN-AIR FILTERS
Quantitv...Slze (In.)
LEGEND
Bhp - Brake Horsepower
"Single phaselthree phase.
tindicates automatic reset.
**60.000 and 72,000 Btuh heat input units have 2 burners. 90.000 and
120,000 Btuh heat input Units have 3 burners. 115,000 Btuh heat input units
and 150.000 Btuh,Heat input units have 3 burners.
ttAn LP kit is available as an accessory. Kit may be used at elevations as high as
2000 fl. If an LP kit is used wilh Low NOx wilts, the Low-NOx bailie must be
removed and the units will no longer be classified as Low NQx units.
134
3.5
3.5
1.0
1/2
3.5
3:5
1.0
'I,
'1'
--
HJD/ElF007
195
HJD .113...33
HJE,.113...33
HJF .129...30
HJD .089...43
HJE .089...43
HJF .104...37
.1'
.1'
HJDII 50,0001 72,000
HJEII 82.000/115.000
HJFI1120,000/150,000
HJG'" -I 72000
HJH'" -/115:000
HJK"" -/150,000
HJL ttt -I 60.000
HJMttt-1 90.000
HJNttt -1120.000
HJD 82.8
HJE 81
HJF 80.4
HJG 82
HJH 81
HJK 80
HJL 80.2
HJM 81
H~N 80.7
HJD 25-55
HJE 35-65
HJF 50-80
HJG 25-55
HJH 35-65
HJK 50-80
HJL 20-50
HJM 30-60
HJN 40-70
.1'
.1'
HJD 50,0001 72,000
HJE 82,000/115,000
HJF 120,000/150,000
HJD 82
HJE 81
HJF 80
HJD 25-55
HJE 35-65
HJF 50-80
3.5
3.5
1.0
'I,
3.5
3.5
1.0
,/,
450 :t 50
, 428
320
h3
22:t 5
30:t 5
45:t 5
Cleanable. SCreen quantity and size varies with option selected.
Throwaway
2...16x25x2 '
4...16x16x2
IIThree'phase standard models have heating inputs as shown. Single-phase
standard models have one-stage. heating with heating input values as follows:
HJD005-006,HJE004 - 72,000 Btuh
HJE005-006,HJF004 - 115,000 Stuh
HJF005-006 - 150;000 Btuh
'''California compliant three-phase models.
tttCalifornia SCAQMD compliant low NO. models have combustion products that
are controlled to' 40 nanograms per joule or less.
UNIT SIZE 4SHJ
NOMINAL CAPACITY (tons)
OPERATING WEIGHT (Ib)
Unit
Humidi-MIZer™ Adaptive Dehumidification"System
EconoMi$er IV
RoofGurb
COMPRESSOR
Quantity
Oil (oz) (each compressor)
REFRIGERANT TYPE
Expansion Device
Operating Charge (Ib-oz)
Standard UnIt
Circuit 1
CIrcuit 2
Unit with Humidi.MIZer Adaptive Dehumidification System
Circuit 1
Circuit 2
CONDENSER FAN
Quantity...Diameter (In.)
NomInal Cfm
Motor Hp...Rpm
Watts Inout (Totan
CONDENSER COIL
Rows...Finslin.
Total Face Area (sq ft)
EVAPORATOR FAN
SIze (In.)
Type Drive
Nominal Cfm
Maximum Continuous Bhp .Std
HI-Static
Motor Frame
Fan Rpm Range
Motor Bearing Type
Maximum Fan Rpm
Motor Pulley PItch Diamefer
AlB (in.) .
Nominal Motor Shaft Diameter (In.)
Fan Pulley Pitch Diameter (in,)
Belt - Type...length (in.)
Pulley Center Line Distance (in.)
Speed Change per Full Turn of
Movable Pulley Flange (rpm)
Movable Pulley Maximum Full
Turns from Closed Position
Factory Setting - FiJlI Turns Open
Factory Speed Setting (rpm)
Fan Shaft Diameter at Pullev (in.)
EvApORATOR COil
Standard Unit
Rows...FlnsJln.
Total Face Area (sq ft)
Unit with Humidi-MiZer Adaptive Dehumidification System
Rows...Fins/in.
Total Face Area (sq ft)
S'd
HI-Static
S'd
Hi-Static
S'd
Hi-Static
S'd
HI-Static
S'd
HI-Static
SId
HI-Static
SId
Hi-Static
SId
HI-Statlc
D/E/FOOS
7112
D/E/F009 DIEIF012
81/2 10
1015 1035
51 51
": 75 75
143 143
B70
44
75
143
2
53
Scroll
I
R-22
Acutrol™ Metering Device
2
sO
2
50
7-10
B- 2
17:0
18-3
9-6
10-9
19-14
20- 3
9- B
8-13
19- 2
19-10
2...22
6500
'/4...1100
650
'1:5~~0 pmp,."., 'I.~O~~O
650 650
Enhanced Copper Tubes; Aluminum lanced Fins
I 2_'7 I 2...17 I
25.0 25.0
Centrifugal
2...17
20.5
15 x 15
Bell
3000
2.90
4.20
56
840-1085
860-1080
Ball
2100
3.4/4.4
4.0/5.0
'I.
7.0
B.O
A...48
A...55
16.75-19.25
50
60
5
5
S
5
B40
B60
1
15x15 15x15
Belt Bell
3400 4000
2.90 3,70
4.20 5.25
,~ ~
840-1085 860-1080
860-1080 830-1130
Ball Ball
2100 2100
3A14.4 4.0/5.0
4.0/5.0 2.8/3.8
7/s 7/S
~7.0 8.0
8.0 5.8
A...51 A...51
A...55 BX...46
16.75-19.25 15,85-17.50
,50 45
,60 60
'5 S
5 6
5 5
5 5
840 860
860 890
1 1
Eilhanced Copper Tubes, Alurrllnum Double-Wavy Fins, Face-Split
--
D/E014
121/2
1050
51
75
143
2
60
9-B
9-5
19-6
19-0
2...22
7000
1/4...1100
650
2...17
25.0
15 x 15
Belt
5000
5.25
56
830-1130
Ball
2100
2.8/3.8
'I.
s.B
BX..A6
15.85-17.50
60
6
5
BB7
3...15 4...15 4...15 4...15
8.9 11.1 11.1 11.1
2...17 2...17 2...17 2...17
6.3 BA BA B.4
LEGEND
Bhp - Brake Horsepower
"Indicates automatic reset.
tAn lPkit is availableas an accessory. Kit may be used at elevations as high as
2000 fl.
'bO
135
Physical data - 48HJ (cont)
UNIT SIZE 48HJ
FURNACE SECTION
Rollout Switch Cutout Temp (F)*
Burner Orifice Diameter (in. ...drill size)
Natural Gas - Sid
DIE/FODS
liquId Propane - AUt
195
HJO .120 ..31
HJE .120 ..31
HJF .120 ..31
HJO.096..41
HJE .096 ..41
HJF .096 ..41
HJD .14
HJE .14
HJF .14
HJD .14
HJE .20
HJF .20
HJD 90,000
HJE 120,000
HJF 180,000
HJD 125,000
HJE 180,000
HJF 224,000
HJO 82
HJE 82
HJF 82
HJD 20-50
HJE 35.65
HJF 45.75
3.5
3.5
HJD .50
HJE .75
HJF.75
Thermostat Heat Anticipator Setting (amps)
Stage 1
Stage 2
Gas Input (Btuh)
Stage 1
Stage 2
Efficiency (Steady State) (0/0)
Temperature RIse Range
Manifold Pressure (In. wg)
Natural Gas - Sid
Liquid Propane - Altt
Field Gas Connection Size (In.)
HIGH-PRESSURE SWITCH (psig)
Standard Compressor Internal Relief
Cutout
Reset (Auto.)
LOSS..QF.CHARGE SWITCH/LOW-PRESSURE
SWITCH (LiquId Line) (pslg)
Cutout
Reset lAuto.)
FREEZE PROTECTION THERMOSTAT
Opens (F)
Closes (F)
OUTDOOR-AIR INLET SCREENS
RETURN-AIR FILTERS
Quantlty...size (In.)
LEGEND
Bhp - Brake Horsepower
LP - Liquid Propane
.Indicates automatic reset.
tAn LP kit is available as an accessory. Kit may be used at elevations as high as
2000fl.
4...16x20x2
136
~ D\
DlElF009 OlElF012 D/E014
19S 195 195
HJO .120 ..31 HJD .120. .31 HJD .120 ..31
HJE .120 ..31 HJE .120 ..31 HJE .129. .30
HJF .120.. 31 HJF .129 ..30
HJD .096...41 HJO .096 ..41 HJD .096. .41
HJE .096...41 HJE.096 ..41 HJE .102 ..38
HJF .096...'41 HJF .102 ..38
HJD .14 HJD .14 .HJD .14
HJE .14 HJE .14 HJE .14
HJF .14 HJF .14
HJD .14 HJO .20 HJD .20
HJE.20 HJE .20 HJE.20
HJF .20 HJF .20
HJO 90,000 HJD 120,000 HJD 180,000
HJE 120,000 HJE 180,000 HJE 200.000
HJF 180,000 HJF 200,000
HJD 125,000 HJO 180,000 HJO 224,000
HJE 180,000 HJE 224,000 HJE 250,000
HJF 224,000 HJF 2S0.000
HJD 82 HJD 82 HJD 82
HJE 82 HJE 82 HJE 80
HJF 82 HJF 80
HJD 20-50 HJO 35-65 HJO 35-65
HJE 35-65 HJE 35-65 HJE 40-70
HJF 45-75 HJF 40-70
3.5 3.5 3.5
3.5 3.5 3.5
HJD .50 HJD .75 HJO .75
HJE .75 HJE .75 HJE .75
HJF .75 HJF.75
450 I 50
428
320
7.3
22:f: 7
30I5
45 I5
Cleanable. Screen Quahtil~ and size varies with option selected.
Throwaway
4...20x20x2 I 4...20x20x2
I 4...20x20x2
48HJ
,...
+>
N
UNIT :.IU. uNll eCUNOMIStHI\
WEIGHT WEIGHT
" " " "
4BHJ_OO4 530 2<0 50 22.7
48HJ_OOS 5<0 2<5 j I
48KJ_OO6 550 25< I
48HJ'OO7 535 288
VHlT. ECUNIV (~) (tj)
W/P.E.wEIGHTCORNERWEISHTCORNERWEIGHT
La KG LB KG LB KG
9040.9 127 57.6 122 55.3
j j 129 S8.S 1)4 <:;F';?
134 60.8 129 58.5
152 68.9 \47 hF;7
BOTTOM POWER CHART, I I CONNECTION SITES I
THESE HOLES REO'O FOR USE I A \ 3/8- DI~. (35) FIELD POWER SUPPLY HOLE I
WITH ACCESSORr. PACKAGES - 18"1 2- DI~. 1511 POWER SUPPLY KNOCK-OUT I
CRBTHPWR001A01, 210,01. 310,01. OR 4~Ol Ie 1 3/4- CIA. (44) CHARGING PORT HOLE J
THREADED III1RE REO'O HOLE ~'I7IB D1A. [221 FI~LD CONTROL WIRINGHOLfl
CONQUlTSIZE USE SIZES {MAX,l
1/2' Ace. 7/8'(22.2] E 3/4-14 NPT CONOEN'3I\TEORI\IN I
1/2- 24V 718'(22.21 F l/T-14 NPT GI\5 CONNECTION I
3/4' WOI,003J ~OIlER. 1 1/8'(28.4J 102 1/2- 011\_ [641 POIIER SUPPLY KNOCK-OUT I
1 {:/o;-j ;O?P~~~: ~~III\Er 1 i~::f;i ~l ~
OUTSIDEAIR~ (004)3/4-FPT GI\5 15/8[41311 I I
~ - - - - -1 . -SELECT EITHER 314- OR 1 1/4- .............,
FORPOIIER.CJfPFNfJINGDNIIJRES!ZE _________..
5~-93/8'[B~5 ~
REAR I fl p~~W~?1~~~~~~AN~ ....~;l:]II2' iOIILsTpEJ1SAABCLCEE5F51[T~NREsL)----
FILTER/ECONOMIZERACCE55PANEL~ I
\CONOEN5ERCOIL
~ ECONOMlSERIVHOOO BLOCKOFF/
1:-5\/4" [43B] PANEL "----'\
FOR ECONOMISERlv ,100 c::::::J.f
CoRNER'!\~ _ 2-7112-~13/4-" CORNER'B' I
"-.. \. _ _ ~B~O~ _,\(45) "-.. ".....1'.'"""- VIEW S-S
/ // - - - - - - _I r-2 [~5ij/161 "0'Ci1)3/16" RIGHT 5 I DE
LEFT, ' C - - - - -I f
5 I DE ,I: EV't"OorLATOR I RETURN AIR OPENING 1 0'-10 15/16' ~ RETURN AIR
\ [27B1
~,:: r _L-=-_~~T~C~~_-=-,_ 1~~;3~J3/B-
3'-9' I - _J.' ~J
(J144] ~2'-OI/4' 1/ 1- - ~ - /" . -I =-= =-= i 1 LO'oo29/16'
II [616] / 0'-5 30..~ ~~~iNcg~~~~~~TE 1 I [65] -1'6 \/2'
1 ::. t / rJ;1[\47J /11 IN BA5EPAN SU;tELNYINAGIR 1'-5 3/4' ~ SUPPLY AIR (470) j
\5;i; '~--i 718''Jr1th liO'-',,:i"'. 1 "RT'''' 1 'T] 1 _ ",_ __
j [48 OJ, 0 -\11/2" JO -3 5/16" - - _1- 0'~5 7/16" t'-81/4 [514) /
o -(963/01 (2?0] [994] [138] / //.)
J SEE BOTTOM pOIIER SEE NOTE #B II FRONT ______ l / /.
coe"," '0' ,"'RT""'20_',L'''''1'5'-1-' 0 -3 "16'_ L-O ,".: 0'-3 37i?---COR",R ,,. 0'_' '",. ['----:'1 ~I/;~R;;~:.L"I."
1'-6'[4571 UP FROM I j~~~! I.. [7~l [306] ,.....[81] -1-'~SS/IF1' f;~:~4113/i6' 0'-4-1/16 ,Fr.ONOMISFRIV
[9141 -111/16" '27..6]1 1"03.2] II/,POIIFRFXHMJ<;T
1 73/16 [1872] 0'-03/S' r-1439.7]- .., "
r'i4B7.4L:.,""k-0'-313/16' I FILTER ACCESS PI\NEL
. ,. [97] TEIOl /mISPOSABLE,FILTERS)
....r ! ~ ,I FACTORY SUf>PLIEC CONTRO~u~~:~C~~~~~~SORI : - ;: .-'" 1
IT$ ~ ;! . ;!lUE ",00 ~.. 0 ~ : REl,uR",:: 2';:5l'~:5'
',' COHOE"," COIL ~ i 6 " 145115- ; II f i I ,. dc'g,~o: :~~tsOTpO'~lL ,J T'" r::L:~~:i: : OZ:~~;: ii ., ,;/' ~ 1 '514]
~?:J,O,~ i! I _0 'T] .~ i i! i :: = I'll . -cr;'--'OlS/" ,.J7IS' '''j'' ,I ~g:,Erd~,'" I, ,"]' 8] I, ',,, OUTSIDE "R I
~'I.~ _"-"'~;'j o~;~ss;r,.i~;"'-~ III ,-c=:J (37;;e~ I. ,'______.,J~.. ==_=_::>L..)~) fr;2-2~718"
0'-4 ~116J I 3'-53/16' '\. J -2;7~6~fr------;7_B f7l1S,FoRK TRUCK SLOTS / 0'-5~~~~;i! fJ][~S~S~l6" i~ ~ ? ~;4~ jjllS-
(11S.B] LO'_29/T"6P, [\046J ""'-ELECTRIC'L (2141 0'-21/4011\ ~ ~ C
" [57; OUT IDE SUPPLY AIR RETURN AIR 8AROMETRI RELIEF DISCHARGE
165] LEFT 5 I DE D~5~~~76~T FRONT CHP B PLACES) OF PANELR [GHT 5 I DE
E STD CONDENSATE DRAIN
<CT I WT
CORNER IIEIGHTCORNER IIEIGHT
LB KG' LB I "
13B 62.6 143 64.9
141 54_0 145155::>
146 66.2 151 6B,S
165 74.8 171 77.5
-;-
FT-IN..! MM
2'.,.95/16; B46.51
t :
'10501
t
-55/16'
NOTES,
I. DIMENSIONS IN [ J ARE IN MILLIMETERS,
2. "CENTER OF GRAVITY.
3.~DiRECTJONOFAIRFLolI.
4. ON VERTICAL DISCHARGE UNITS, DUCTIIORK TO BE ATTACHED
TO ACCESSORY ROOF CURS ONLY:,FOR HORIZONTAL DISCHARGE
UNITS F1ELO SUPPLIED FLANGES SHOULD BE ATHCtiEO TO
HORtIONTAL:DISCHARGEOPENINGs, ANO ALL OUCT\lORK SHOULD
BE ATTACHED TO THE FLANGES.
5. MINIMUM CLEARANCE (LOCAL CODES OR JURISDICTlON MAY
PREVAILl,
o. ~~T~~EN 1 MN I ~' ~~~~ 0~?~G A~gc~~~~M;T ~Eb~ 5~~t~~~~E OEFL TR
b. BOTTO;'"OF UNiT TO COMBUSTIBLE SURFACES CIIHENNOTUSING
CURB) 1 tNCH.
BOTTOHOF E1A5E RAIL TO COMElUST18LE SURFACES (>lHENNOT
USING CURB) 0 INCHES,
c. CONDENSER COIL, FOR PROPER AIR FLO\l, 36 INCHES
ONE51DE 12 tNCHES THE OTHER. THESIDE.GETTINGTHE
GREATER CLEARANCE IS OPTIONAL.
d. OVERHEAD, 60 INCHES TO ASSURE PROPER CONDENSER FAN
OPERATION.
e. BETIIEENUNJTS. CONTROL BOX SIDE, 42IN.PERNEC.
f. BETIIEENUNlTANDUNGROUNDEOSURFACES.CONTROLBOX
SlOE, :!SIN. PERNEC.
g, ~~b~~6~D U~G~F~~~s~Lg6~T2~L C~~~R~16E~A~~5] ~~D p~~H~~C.
h. HORIZONTAL SUPPLY I\ND RETURN END, 0 INCHESIIHENTHE
ALTERNATE CONDENSATE DRAIN IS USED.
6. >11TH THE EXCEPTION OF THE CLEARANCE FOR THE CONDENSER
COIL I\No COMBUSTION SlOE AS STATED IN NOTE #50, b,
ANOc, A REMOVI\8LE FENCE OR BARRICADE'REQUIRES NO
CLEARI\NCE.
.7. UNITS MAY BE lNSTALLEO ON COMBUSTIBLE FLOORS MADE
FROM\.IooDORCLAs5A,B,ORCROOFCOVERINGMATERII\L
IF SET ON E1AsE RAIL.
8. THEVERTICALCENTEROFGRAVlTYIs
FRO-<T~E80TTOHOFTHE"~",IL.c
,.-
m
Q)
en
(1)
s:::
::J
-.
-
c.
-.
3
(1)
::J
en
-.
o
::s
en
I
"f:::o.
CO
:I:
C-
O
o
+::-.
I
o
o
.......
_li/
~
STD UNIT ECONOMI$ER IV VERT, ECON IV (A) (B) (e) (0) "H" "J" "K"
UNIT WEIGHT WEIGHT W/P.E. WEIGHT CORNER WEIGHT CORNER WEIGHT CORNER WEIGHT CORNER WEIGHT "L,:'
lb Kg lb Kg lb K9 lb Ko lb Ko lb Kg lb Ko ft;ln. mm ft-in, mm ft-In. mm ft-in, mm
48HJ008 870 395 75 34,1 145 65.9 189 86 161 73 239 109 280 127 2-07/5 632 3-56/'6 1050 2-911/'6 856 2-27/16 672
48HJOO9 1015 460 75 34.1 145 65.9 223 101 188 85 279 126 327 148 1.27/" 378 4-15/'6 1253 3.03/0 924 2-107/'8 875
48HJ012 1035 469 75 34.1 145 65.9 225 102 192 87 285 129 333 151 1-27/8 378 4-151'6 1253 3-03/5 924 2-107/'6 875
4aHJ014 1050 476 75 34.1 145 65.9 228 103 195 88 289 131 338 153 1.27/8 378 4-15/'5 1253 3.0~j8 924 2_107/11; 875
OUT51DEAIR~
REAR Sf - - 0 - - lS .
3'-43/8" [1025] .,tIO'-39I1B'
m",,,CO"""" ,,"SS e."EC~ FT,CO",",," '''"' I ''''
CONDENSER COIL"""\ . ~~ POWER EXHWST (CORNER '8"
1\3'{~0~f{IS-1 ECONDHIIERIVHOOD (I I:Bll2' [470]
i '\ FIECONOHlffR!Y
'" O'-31/S' I
CORNER A _____ , [7"11"" ,c>- . Ir _ "
-'- - -@'-----EVAPORATOR,"K Of\4~Jlf:<
, COIL 1- - - - - - - - - - ~
, \1 RETURN AIR OPEN INS I l'-05/S"~
I + VERTICAL I (320) ~
~ I ~ _ _ _ _ _ _ _ _' ~ "nil"" >1" j
iI ---- -----, I-
4'[~~5~;4' II ALT: CONtOEN5;T~ - --,------I-\'- 0'-29/15' i-Q'-2 13/16'
I [65] [71.5]
~ ORA1NOPENING I SUPPLY I
LEFT I lNBASEPAN AIR I 2'-43/4-
(I; 0'_7112"0-SEENOTE.8 I OPENING mOl RIGHT SIDE
SIDE 'l5'j\IJ 11'" 0 _, ",' 0 _,~:~~:~ Irl;;}~(~;no' (""'''j_ J '"~'"
" 1251/1/ [485] I r{120J L
/' SEE80TTOI'IPOWE~ U J . .~O'-57/16"
'0'-./ CHARHELEC. ONLY) . -----:-0. 1 2 [1381
CORNER 2'-47/S" IT"" (35S) J ~'-31J8' CORNER-C
~~3_k,~1/4' FRONT 0'-8 3/15' !79]
[10~~~41/4'~- >=[2081
_ rto:.?]] ._~
,'-3:318--
[2219]
NorES,
1.01I'lENStONSIN! J ARE IN MILLIMETERS.
2.0'CENTEROFGRAYlTT.
3,~OIRECTIONOfAIRFLOW.
~. ON VERT ICAL OISCHARGE UNI TS, OlJ(:TwORK TO BE ATTACHED
TO ACCESSORY ROOF ClJlSONLY. FOOHORIZONTALOISCHARGE
UNlTS FIELD SUPI'LIED FLANGES SHOuLD 8E ATTACHED TO
HORIZONTAL DISCHARGE OPENINGS; ANO ~LL DUCTWORK SHOULD
BE ~TTACHED TO THE FLANGES.
5. MINIMUM CLEARANCE (LOCAL CODES OR JURISDICTION ~AY
PREVAILl,
a: 8EiWEENWIT, FLUE SlOE ANOCOi'llUSTlBLE SURFACES,
4BfHCHES. t8INCHESliHENIJSIM;ACCESSORYFLUE.OIstHAROEOfFLECTOR.
b. 80TTOt1 OF UNIT TO COl'lBUSTl8LESURFACES (WI'IENNOT Usl~CURB)
1 INCH.
BOTTOM OF 8ASERAIL TOCOI'IBUSTl8LE SURFACES MiEN NOT USING
CUR8l0 IN(:HES.
CONOENSERC01L,FORPROl'ERAIRFLOW, 36 INCHES
ONESIOE,I21NCHESTHEOTliER,THESIOEGETTINGTHE
OREATERCLEARANCEISoPTlONAL.
d.OVERHEAO, 60 INCHES TO ASSURE PROPER CQNOENSERFAN
OPERATION,
~. BETWEEN UNITS, CONTROL BOX SlOE, 42 IN. PER NEe
f. BETWEEN UNIT ANO UNGROUNOEO SlJRFACES, CONTROL BOX
SIOE,36IN.PERNEC,
8' BETWEEN UNIT ANO BLOCK OR CONCRETE WALLS AND OHtER
GROUNOEOSURFACES, CONTROLBOXSIOE,42IN. PERNEC.
~, HORIZONTAL SuPl'LY AND RETURN END, 0 INCi'ES IIHEN THE
ALTERN~TE CONOENSATE ORA IN 15 USED,
6, WlTH TIiE EXCEPTlON OF HIE CLEARANCE FOR THE CONOENSER
COIL AND COl'l8USTION SIDE ~s STATED 'IN NOTE .5a, b,
AND 1::, A REIiQVABLE FENCE OR, B~RR]CAOE REQuIRES NO
CLE~RANCE.
7 ~ UN I 1S I1A Y SE I NST ALLED ON COMBUST I BLE FLOORS I'I~OE
FROI'IWOOOORCLASSA,B, OR C ROOF COVERING MATERIAL
IF SET ON BASE RAIL,
8. 1~~ Y~~i1~~kB~fN~ij~ ~~og~~JH\~8 ~;47" [4S31 FOR SIZE
UP FROM lflE BOTTOM Of HE8ASE RAIL.
, 'CONNoOflCJ:<"l.Es
Ii 1 3f~ ULA, lJ5l fLEUJ POWeR S...."'-, I"tOLE
fB > 1/2 OIA (64) POWeH ""'P"'-Y ~~OC~-llUt
~ ' l/~ D1A lHJ ct"R.'NG f'URT HOLE
U 718 0". L2" ~ "La CDNIROL W'H'NG "'" F
E l/~ -I ~ NPT. ~OIC":~SA TE OR" N
t 'f2--I~ NP1 ~AS ~ONf'l, 48HJOOO8,OO9,
F ~I4'-I~.NPT,~S ~ONN', ~1lllJE/HjFOO5,OO9, _
4a-1.JOIH.JE/01:1,Ol~, ~8HJFf(l12,
G 2 01. ['.(1). POIIe".5U'nV ~NOC~-OOl
-"H"l". EO'-73/S'
~ .... [1B7)
=f, 0'-' ""'-
.... 4 ':::,,",sceeuEO
r ~/HOOD
~'J CO""",," co'.' / c ;0;-,0",""
~F~-'-~ I~~
0_4f9/16-r ~'11~0'-S3/4"
Ut6J 4-S7I8- [146J
f6~{1~~p l. [1368] "ELECTRICAL
LEFT 5 I DE DISCONNECT LOCATION
I'"
.....
.p.
"-'
CH81i
8(lTTOI'I !>OIlER CHART,
THESE hOLES REQ'D FOR USE
WI TH ACCESSORY PACK~GES -
CR!lnIPW~OOIA01. 2A01'. 3AOI; OR 4AOl
I THREADEO IIIRE REQ'OHOLE I
CONOUlTSIZE USE SIZESlI'IAX.l
I 1/2- ACC. 7IB'[22.211
112' 1~V 7IS" [22. 21
3/4' (001,003)>OWER. 11/S"[2S.41
1 1/4' (002,004: 'OilER. l 3/4'[44.~1
(03)112FPT GAS 11/4'r31.81
(004). 3/4'FPT G~S I 5/8- [~I .31
. - SELECT ~IlHER 3/4- OWl 1/4
FOR POWFR. OFP~NOING ON W1RE SIZE.
FILTER ACCESS PANEL
WI5POSABLEFJLTERS)
J
I
fl91
SL{){;KOFF
P~fEL
=
VIE"'S-S
1--2'-2-[560]1
,-
1
2-'f~'-<.';;f:~[OOOl
VERTICAL
_ .. . .0'-4..' . fCnNDI'IISFR1~
UF{101l V/P'W"" "Y....II<;T
-t'-0'5/8' -
[3201 FILTER ACCESS PANEL
I. ..- --. l______________mlsPosABLE FILTERSJ
IREATIURRNI "'-:1;:'
10PENINGI I
1 HORI-I
ZONTALI .
, '-l 1
SUPPLY AIR , 1 II.
OPENING I 'IA 2'-1'
HORIZONT~ALI: 11.1 [6351'~
c _ _ _ _ _ _ _I _ _ ~I_...l / fO'- 07lS' j OUTSIDE AIR
,'. .[22.2J
_3 ~1- to 7' ~to'-S It/16
[9~OJ! 078J II44J
;,WEEL ~ ~ R I Gt.r;OMSRihE-IEF DISCHARGE
SUPPLY AIR RETURN AIR
ESTD.eONDENSATEDRAIN
O'~7 .5/16'
[185J~
-2'-45/16'
P19)
0'-0318"
[JO]T
,I
l'
I
C~~:e'::',~:oO"'; ,'~'. II
BURNER ACCESS
PANEL .
0'-35/16-
[9\] F
I ~00 c:=::J
!--"-O' r \ /
[914,4J I FORKTRUCK5LOTS
0'-87/16' 0'-21/4" [57J
[214] (fYP8 PLACE5J
lf1l00R FAN MOTOR i:
IlLD\lER ACCESS PANEL
1
-17/8'
[352]
!
=
00D.
00'
OFi
FRONT
OJ
Q)
en
CD
s:::
::::J
-.
-
Q.
} -.
3
CD
::::J
en
-.
"1., 0
:J
en
I
~
CO
:J:
c....
0
0
CO
I
0
"......
~
@9/
~
Performance data - 48HJ
'bL\
~
COOLING CAPACITIES - STANDARD UNITS
48HJ004 (3 TONS)
I Air Entering Evaporator - Cfm/BF
Temp (F) I
Air En! 900/0.14 I. 1200/0.17 1 150010.20
Condenser I Air Entering Evaporator - Ewb (F)
(Ed b) 72 67 62 72 67 62 72 67 62
41.9 38.7 35.7 43.5 40.8 37.7 44.8 41.8 39.0
20.4 25.2 29.7 21.8 28.2 33.8 23.3 30.7 37.0
2.19 2.16 .2.12 2.21 2.18 2.15 2.23 2.19 2.16
40.7 37.5 34.5 42.1 39.3 36.4 43.5 40.4 37.6
19.9 24.7 29.2 21.5 27.7 33.2 23.2 30.3 36.4
2.46 2.42 2.39 2.47 2.44 2.4 1 2.50 2.45 2.42
39.3136.1 133.1 I 40.8 1'37{81 34.9142.0 38.9136.1
19.5 24.1 28.4 21.1 kt:2;i 32.5 22.8 29.9 35.6
2.75 2.71 2.66 2.772.73, 2.69 2.79 2.74 2.71
37.7 34.6131.7139.3136.2 33.4 140.1 137.2134.7
18.8 23.5 27.8 20.7 26.6 31.8 22.1 29.3 34.7
3.06 3.02 2.98 3.09 3.04 3.01 3.10 3.06 3.03
36.0 33.0 29.7 37.4 34.5 31.5138.1' 35.5133.2
18.3 22.9 26.7 19.9 26.1 30.9 21.3 28.7 33.2
3.4 1 3.36 3.31 3.43 3.39 3.34 3.44 3.41 3.37
34.2131.3 27.8 35.6 32.7 29.4 136.3 33.6131.9
17.6 22.2 25.8 19.4 25.4 29.4 20.8 28.0 31.8
3.78 3.73 3.66 3.80 3.76 3.71 3.81 3.78 3.75
TC
75 SHC
kW
TC
85 SHC
kW
951 TC
SHC
kW
1051 TC
SHC
kW
TC
115 SHC
kW
TC
125 SHC
kW
Standard Ratings
LEGEND
Bypass Factor
Entering Dry Bulb
Entering Wet Bulb
Compressor Motor Power Input
Sef1sible Heat Capacity (1000 Btuh) Gross
Total Capacity (1000 Btuh) Gross
BF
Edb
Ewb
kW
SHC
TC
NOTES:
1. Direct interpolation .is permissible. Do not extrapolate.
2. The following formulas may be used:
tJdb ::: I' tedb _ sensible capacity (Btuh)
1.10xcfm
tlwb ::: Wet-bulb temperature corresponding to enthalpy at air
leaving evaporator coil (hlwb)
total capacity (Btuh)
hlwb =~' hawb- 4.5 x efm
. Where: hewb ::: Enthalpy of air entering evaporator coil.
3. The SHC is based on 80 F edb temperature of air entering evapo-
rator coil.
Below 80 F edb, subtract (carr factor x cfm) from SHC.
Above 80 F edb, add (carr factor x cfm) to SHe.
Correction Factor = 1.10 x (1 - BF) x (edb - 80).
48HJ005 (4 TONS)
Temp (F) I Air Entering- Evaporator - Cfm/BF
Air Ent I 120010.17 145010.19 1 1600/0.21 200010.24
Condenser I Air :ntering Evaporator - Ewb (F)
(Edb) 72 67 62 72 67 62 72 67 62 72 67 62
TC 54.0 50.7 44.2 55.9 52.2 47.7 56.4 52.8 49.1 58.1 54.5 50.6
75 SHC 26.1 32.7 37.5 27.6 35.1 41.8 28.2 36.2 43.8 30.2 39,5 47.5
kW 2.81 2.80 2.76 2.83 2.81 2.78 2.83 2.80 2.79 2.84 2.82 2.79
TC 52.2 48.9 41.9 54.1 50.4 45.9 54.5 51.0 47.2 55.3 52.3 48.7
85 SHC 25.4 32.0 36.4 26.9 34.5 40.8 27.5 35.7 42.8 28.6 38.5 46.6
kW 3.20 3.19 . 3.15 3.22 3.20 3.17 3.22 3.20 3.18 3.22 3.20 3.18
TC 50.7 46.9 39.5 51.9 r4a'[4fj 43.5 52.5 48.9 45.2 53.9 50.1 46.7
95 SHC 24.9 31.1 35.0 26.1 13361! 39.6 26.8 34.7 41.8 28.8 37.5 45.6
kW 3.64 3.61 3.57 3.65 ,;.316i.! 3.60 3.65 3.62 3.60 3.67 3.63 3.61
TC 48.8 44.5 36.7 49.8 46.2 40.7 50.2 46.7 42.1 51.5 48.2 44.7
105 SHC 24.3 30.2 33.6 25.3 32.8 38.2 26.0 33.9 40.3 27.9 37:4 44.4
kW 4.12 4.09 4.03 4.12 4.09 4.06 4.12 4.09 4.07 4.14 4.11 4.08
TC 46.5 41.1 34.3 47.7 43.3 37.0 48.0 44.4 38.5 48.9145,1 42.0
115 SHC 23.4 28.9 32.4 24.9 31.8 36.3 25.4 33.4 38.3 27.1 36.9 42.0
kW 4.64 4.59 4.53 4.65 4.62 4.55 4.64 4.63 4.56 4.65 4.63 4.60
TC 43.8 37.5 32.4 45.1 39.0 33.8 45.3 40.1 35.4 46.3142.6 38.8
125 SHC 22.5 27.4 31.5 24.1 30:2 33.7 24.7 31.9 35.4 26.5 35.9 38.8
kW 5.19 5.13 5.05 5.20 5.15 5.09 5.19 5.17 5.11 5.20 5.19 5.15
Performance data - 48HJ (cont)
1/J
--
COOLING CAPACITIES - STANDARD UMTS (cont)
48HJ007 (6 TONS) j",jijJJJM Standard Ratings
Air Entering Evaporator - Cfm/SF LEGEND
Temp (F) 1800/0.05 I 210010.06 I 240010.06 I 3000/0,08 BF Bypass Factor
Air En.
Condenser Air Enterinr Evaporator - Ewb (F) Edb Entering Dry Bulb
(Ed b) Ewb Entering Wet Bulb
72 67 62 72 67 62 72 67 62 72 67 62 kW Compressor Motor Power Input
TC 86.7 80.7 74.4 88.8 82.7 76.6 90.5 84.4 78.2 92.6 86.3 81.0 SHC Sensible Heat Capacity (1000 Btuh) Gross
75 SHC 43.0 53.7 63.8 45.0 57.4 68.9 47.2 61.2 73.6 51.2 67.4 80.7 TC Total Capacity (1000 Stuh) Gross
kW 4.58 4.46 4.33 4.63 4.50 4.38 4.67 4.55 4.41 4.72 4.58 4.47 NOTES;
TC 84.1 78.2 72.0 86.4 80.3 74.1 88.2 81.7 75.7 90.2 84.0 78.8 ,1. Direct interpolation is permissible. Do not extrapolate.
85 SHC 42.0 52.6 62.7 44.5 56.6 68.0 46.8 60.2 72.5 50.6 67.4 78.7 2. The following formulas may be used:
kW 5.10 4.97 4.85 5.16 5.03 4.90 5.21 5.06 4.93 5.26 5.12 4.99 sensible capacity (Btuh)
TC 81.3 75.3 69.2 83.4 !7,7,~3l 71.3 85.1 78.9 72.9 87.2 80.6 76.2 tldb tedb - 1.10 xcfm
95 SHC 41.0 51.4 61.4 43.4 55:3, ,66.6 45.8 59.2 71.2 50.2 65.8 76.2
kW 5.65 5.52 5.39 5.71 :5'571 5.44 5]7 5.62 5.48 5.83 5.66 5.55 tlwb Wet-bulb temperature corresponding to
TC 77.9 72.0 166.1 80.0 173.8 68.0 81.6 75.3 69.6 83.4 77.1 73.2 enthalpy of air leaving evaporator coil (hlwb)
105 SHC 39.7 50.2 60.0 42.2 54.0 65.2 44.6 57.8 69.3 49.0 64.5 73.2 hl~b h~b total capacity (Btuh)
kW 6.22 6.08 5.94 6.29 6.13 6.00 6.34 6.17 6.04 6.40 6.22 6.12 = - 4.5xcfm
TC 74.7 68.4161.8 75.9170.0 64.1 77.6 71.3166.5 78.7 73.0 70.1 Where: hewb = Enthalpy of air entering evaporator
115 SHC 38.7 48.8 58.1 40.8 52.6 63.2 43.3 56.4 66.4 46,9 63.2 70.0 coil.
kW 6.84 6.68 6.49 6.87 6.71 6.56 6.93 6.75 6.63 6.96 6.80 6.72 3. The SHC is based on 80 F edb temperature of air
TC 70.3 63.6157.2 71.8165.5 59.1 72.9 66.8161.9 74.0 68.6 66.4 entering evaporator coil.
125 SHC 37.2 47.0 55.8 39.5 51.0 59.1 41.7 55.0 61.9 45.4 61.8 66.3 Below 80 F edb, subtract (carr factorx cfm) from SHC.
kW 7.43 7.25 7.03 7.48 7.30 7.13 7.51 7.35 7.22 7.54 7.41 7.33 Above 80 F edb, add (carr factor x cfm) to SHe.
Correction Factor = 1.10 x (1 - SF) x (edb - 80).
48HJ008 (7'/, TONS)
,Temp (F) I Air Entering Evaporator - Cfm/BF
AirEnt I 225010.10 I 300010.11 I 3750/0.14
Condenser I Air Entering Evaporator - Ewb (F)
(Edb) I 72 I 67 62 I 72 I 67 I 62 I 72 67 62
, TC 1105.51 96.9 87.6 1107.3199.6 190.7 1110.3 101.9 93.8
75 SHC 50.6 63.6 75.7 53.3 69.2 83.7 58.0 76.6 92.2
kW 5.15 5.07 5.04 5.16 5.11 5.06 5.20 5.13 5.07
TC 110251 93.6 83.6 1105.1 196.5 187.5 1107.7 99.0 90.6
85 SHC 49.7 62.4 73.9 52.8 68.4 82.2 57.3 75.9 90.0
kW 5.86 5.79 5.73 5.89 5.82 5.77 5.93 5.86 5.78
TC 198.9 I 90.1 79.3 11016lh(92)9iI835 1103.8 95.3 87.4
95 SHC 48.5 61.2 71.9 51.9 :~67:2\ 80.2 56.2 74.9 87.3
kW 6.65 6.58 6.49 6.69 1:6'611]1 6.53 6.72 6.64 6.57
TC 195.3 I 86.2 75.7 197.6 188.8 179.6 1100.0 91.0 84.1
105 SHC 47.3 59.6 70.2 50.7 65.9 78.0 55.3 73.6 84.1
kW 7.51 7.44 7.31 7.55 7.48 7.36 7.59 750 7.41
TC 191.0 82.0 71.6 193.2 184.5 175.4 195.6 86.6 80.7
115 SHC 45.9 58.0 68.1 49.3 64.2 75.3 54.2 72.1 80.7
kW 8.43 8.33 8.20 8.46 8.37 8.27 8.52 8.42 8.34
TC 186.2 77.8 68.1 188.3 180.0 171.9 190.0 81.9 77.2
125 SHC 44.1 56.4 66.3' 47.5 62.6 71.8 52.1 70.1 77.2
kW 9.38 9.29 9.14 9.43 9.34 9.24 9.47 9.38 9.32
48HJ009 (8'/, TONS)
Temp (F) I Air Entering Evaporator - Cfm/BF
AirEnt I 2550/0.11 3000/0.12 I 3400/0.13 4250/0.17
Condenser I Air Entering Evaporator - Ewb (F)
(Edb) 57 62 67 72 57 62 67 57 62 67 72 57 62 67 72 57
TC 94.6 101.0 110.0 119.2 100.4 104.4 113.4 121.8 104.2 106.8 115.8 123.4 109.8 111.0 119.0 125.8
75 SHC 94.6 84.4 69.4 54.4 100.4 92.4 75.0 57.2 104.2 99.0' 80.0 59.8 109.8 110.4 89.4 64.2
kW 5.72 5.76 5.76 5.82 5.74 5.76 5.80 5.86 5.74 5.76 5.82 5.88 5.76 5.78 5.84 5.90
TC 91.0 97.4 106.8 115.8 97.4 101.0 110.0 119.6 101.21103.0 112.01121.6 108.0 108.01116.01123.4
85 SHC 91.0 83.0 68.8 53.2 97.4 91.2 74.2 57.0 101.2 97.6 78.8 59.6 108.0 108.0 89.4 64.2
kW 6.46 6.5 6.52 6.58 6.50 6.52 6.54 6.60 6.50 6.52 6.54 6.64 6.54 6.54 6.60 6.64
I ~~C I 85.2 91.4 11030 112.8 93.4 96.6 1110612 116.0 I 98.2 I 99.21108.41117.8 104.6 104.61111.61121.2
95 85.2 80.4 67.2 52.6 93.4 89.4 Ai 73.0 j 55.8 98.2 96.2 78.2 58.8 104.6 104.6 88.0 64.6
7.24 7.28 7.36 7.42 7.30 7.32 ,:;J.38., 7.44 7.34 7.36., 7.4 7.46 7.36 7.36 7.42 7.50
I TC 80.0 82.2 I 98.6 108.6 87.0 87.8 11016 111.81 93.41 93.6' ,103.8 114.0 101.0 100.81106.8 116.6
105 SHC 80.0 76.6 65.6 51.2 87.0 85.6 71.6 54.8 93.4 93.2. 76.6 57.8 101.0 100.8 86.8 63.6
kW 8.08 8.12 8.26 8.32 8.16 8.16 8.28 8.36 8.20 8.20 8.3 8.38 8.28 8.28 8.30 8.40
I TC 73.6 74.6 89.4 103.4 81.0 81.2 95.2 106.4 86.2 86.2 98.4 108.4 96.4 96.4 11016 111.8
115 SHC 73.6 73.0 62.2 49.6 81.0 81.2 69.4 53.0 86.2 86.2 75.0 56.4 96.4 96.4 85.4 62.8
kW 9.00 9.00 9.16 9.28 9.08 9.08 9.22 9.30 9.14 9.14 9.26 9.34 9.22 9.22 9.30 9.38
I TC 68.6 68.6 80.2 98.2 74.4 74.4 84.0 101.0 79.2 79.2 86.8 102.8 88.0 88.0 I 93.8 1105.6
125 SHC 68.6 68.6 59.0 48.0 74.4 74.4 65.4 51.6 79.2 79.2 71.0 54.6 88.0 88.0 82.8 61.0
kW 9.98 9.98 10.14 10.32 10.06 10.06 10.18 10.36 10.14 10.14 10.22 10.38 10.24 10.24 10.28 10.42'
162
UNIT
48HJ
DO'
(3 Tons)
005
(4 Tons)
006
(5 Tons)
007
(6 Tons)
008
(7112 Tons)
DOg
(8112 Tons)
012
(10 T~:lns)
01'
(12112 Tons)
Db
~
48HJ004-014 STANDARD MOTOR UNITS (WITH ELECTRICAL CONVENIENCE OUTLET)
NOMINAL VOLTAGE
(V-Ph-Hz)
2081230-1-60
208/230.3-60
460-3-60
575-3-60
208/230-1-60
208/230-3-60
"460-3:60
575-3-60
208/230-1-60
208/230-3-60
460-3-60
575~3-60
208/230-3-60
460~3-60
575-3-60
208/2.30-3-60
460-3-60
575-3-60
208/230-3-60
460-3-60
575-3-60
208/230-3-60
460-3-60
575-3-60
208/230:3-60
460-3-60
575-3~60
VOLTAGE
RANGE
Min Max
187 254
187 254 I
414 508 I
518 632 I
187 254
187 254 I
414 508 I
518 632 I
187 254
187 254 I
414 SOB I
518 632 1
187 254 I
414 508 I '1
518 632 I
187 254
414 508 I 2
518 632 I
187 254
414 508 I.
518 632 I
187 254
414 508 I
518 632 1
187 254
414 508 1
. 518 632 1
COMPRESSOR
(each)
Qty I RLA LRA
16.0 88.0
I 10.3 no
I 5.1 39.0
4.2 31.0
23.7 126.0
13.5 93.0
6.4 46.0
6.4 40.0
28.8 169.0
17.3 123.0
9.0 62.0
7.1 50.0
20.5 156.0
9.6 75.0
7.7 56.0
12.4 88.0
6.4 44.0
I 4.8 34.0
13.4 105.0
2 I 7.4 55.0
I 6.4 I 44.0
17.6 125.0
2 . I .8.3 62.5
I 6.3 50.0
19.0 156.0
2 I 9.0 75.0
I 7.4 54.0
LEGEND
FLA - Full Load Amps
HACR - Healing, Air Conditioning and Refrigeration
IFM -Indoor (Evaporator) Fan Motor @
LRA - Locked Rotor Amps
MCA. - Minimum Circuit Amps
MOCP - MaximUm Overcurrent Protection C VL US
NEe - Natiorial Electrical Code
OFM - Outdoor (Condenser) Fan Motor
. RLA - Rated Load Amps
UL - Underwriters' laboratories
'The values listed in this'table do not include power exhaust. See table at right
for power exhaust requirements.
tUsed to determirie minimum disconnect per NEC.
HFuse or HACR circuit breaker.
ttFuse only.
NOTES:
1. In compliance with NEC requirements for multiinofor and combination load
equipment (refer to NEC Articles 430 and 440), the overcurrent protective
device for the unit shall be fuse or HACR breaker. The UL, Canada units
may be fuse or circuit breaker.
2. Electrical dala based on. 95 F ambient 'outdoor-air temperature :l: 10%
voltage.
3. Unbalanced 3-Phase Supply Voltage
Never operate a motor where a phase imbalance insupply voltage is greater
than 2%. Use the following formula to determine the percent of voltage
imbalance.
.= 100 x
max voltaQe deviation.lrom averaQe voltaQe
average VOltage
Example: Supply voltage.is 460-3-60.
ABC AB=452v
~ BC'=464 v
AC=455v
. 452+ 464 + 455
Average Voltage = - 3
MOTOR )
1371
- 3
= 457
Determine maximum deviation from average voltage.
lAB) 457 -452 = 5 v
BC) 464-457 = 7 v
(AC) 457-455 = 2 v
Maximum deviation is 7 v.
.1 OFM
(each)
FLA
07
0.7
0.4
0.4
0.7
0.7
0.4
0.4
1.5
1.5
0.8
0.8
1.4
0.6
0.6
1.4
0.7
0.7
1.4
0.7
0.7
1.4
0.7
0.7
1.4
0.7
0.7
IFM
-FLA
4.9
4.9
2.2
2.2
4.9
4.9
2.2
- 2.2
8.8
5.8
2.6
26
5.8
2.6
2.6
7.5
3.4
3.4
7.5
3.4
3.4
10.6
4.8
4.8
15.0
7.4
7.4
COMBUSTION
FAN MOTOR
FLA
.60
.60
.30
.30
.60
.60
.30
.30
.60
.60
.30
.30
.60
.30
30
.60
.30
.30
.60 '
.30
.30
.60
:30
,30'
.60
.30
.30
POWER SUPPLY
WITH OUTLET*
MCA
31.6/31.6
24.5124.5
11.7
9.5
41.2141.2
28.5/28.5
13.3
12.2
52.3/52.3
34.9/34:9
17.4
13.8
38.8/38.8
17:9
14.3
44.2144.2
21.9
16.8
46.2146,2
24.2
20.4
59/59
27.6
21.3
66.6/66;6
31.8
25.9
,MOCP**
35/35
30/30
20
20
50/50
35/35
20
20
60/60
40/40
20
20
45/45
20
20
50/50
25
20
SO/50
30
25
70f70tt I
30
25
70170tt
35
30
Determine percent of voltage imbalance.
7
% Voltage Imbalance =100 x 457
=1.53%
MINIMUM UNIT
DISCONNECT SIZEt
FLA
.30/30
24/24
11
9
39/39
27/27
13
12
50/50.
34/34
17
13
37/37
17
14
46/46
23
17
48/48
25
21
61/61
29
22
70170
33
27
LRA
106/106
95195
48
38
144/144
111/111
56
47
221/221
173/173
87
70
205/205
99
75
247/247
.123
95
281/281
145
116
345/345
173
138
431/431
209
156
This amount of phase imbalance is satisfactory as it is below themaximuni
allowable 2%. .
IMPORTANT: lithe supply voltage phase imbalance is more than 2%, contact I
your local electric utility company immediately. .
POWER EXHAUST ELECTRICAL DATA
POWER EXHAUST MCA
P~RT NO. (230 v)
CRPWREXH021 A01 N/A
CRPWREXH022A01 3.4
CRPWREXH023A01 NIA
CRPWREXH028AD1 1.7
CRPWREXH029A01 I N/A
CRPWREXH030A01 l. 1.6
MCA
(460 v)
0.68
N/A
1.4
NlA
0.7
N/A
MCA
(575 v)
N/A
1.32
N/A
0.68 .
N/A
0.64
MOCP
(for separate
power source)
15
lS
15
15
15
15
N/A - Not available
NOTE: Ifa"single power source is to be used, size wire to include power
exhaust MCA and MOCP.
Check MeA and MOCP when power exhaust is powered through the unit.
Determine the new MCA including the power exhaust using the following
formula: " '
MCA New = MCA unit only + MCA of Power Exhaust
For example, using a 48HJD006---5 unit with MeA = 28.9 and MOCP = 35.
with CRPWREXH030A01 power exhaust. .
MCANew = 28.9 amps + 1.6 amps = 30.5 amps
\f the ne'oll MeA does not exceed, the published MOCP, then MOCP would
not change. The MOCP in this example is 35 amps and the MCA New is
below 35; therefore the MOCP is acceptable. If "MCA New" is larger than the
put)lished MOCP, raise the MOCP to the next larger size. For separate
power, the MOCP for the power exhaust will be 15 amps per NEC. .
.~, .;
235
171'
.Ea~~RI\IIA~pEi 1 ~ 50XP . '~~;'..l
INGI:.E.PACKAGED ELECTRIC COOLING UNITS'
-}tH,piJR()N@',(R~410A) REFRIGERANT . . I
to'5 1\I0niinal Tons' I . .
. .__H .'''1
..
Turn to the ExpertS.
Product Data
IhB Bn\llronmonlally sou,ul.slrlg.r8nl
1::l~'I:I:~t\''''''''l':t
Single-Packaged Products with
Energy-Saving Features and Puron@
refrigerant
. Low Sound Levels
. 13 SEER
. Variable Speed Blower-Standard
. Factory Installed TXV
Featu res/Benefits
.~ .
PUrOll@
.zed
, z
UNIT 50XP
One-piece cooling unit with optional
electric heater, low installation cost,
dependable performance and easy
maintenance.
Efficient operation
High-efficiency design with a SEER
(Seasonal Energy Efficiency Ratio)
of 13.0. .
Puron@ Environmentally Sound
Refrigerant is Carrier's unique
refrigerant designed to help protect the
environment. Puron is an HFC
refrigerant which does not contain
chlorine that can harm the ozone layer.
The most important advantage of
Puron refrigerant is that it has not been
banned in future air conditioning
systems as the traditional refrigerant
R-22 has been. Puron refrigerant is in
service in thousands of systems
proving highly reliable,
environmentally sound performance.
IdealHumidityTM Technology
featuring Thermidistat control and
Variabie Speed Blower motor that
provides greater comfort, humidity
control, and energy efficiency You can
expect up.to 30 times better
dehumidification; economicaJ constant
fan for less than $50 a year, which
provides improved indoor air quality
and more even temperatures from room
to room; and reduced indoor noise due
to lower air velocity. In addition. you'll
realize improved installation flexibility
with 3 different airflow choices for best
overall comfort.
~If .~
~~;r.I~" .. f.q'...l
~ II~ AU~"
/'" '::.
~~ 1.~I"1n~~1
~I r lJ
"" w
~ ,{V
~r
Performance
SERIES
Easy Installation
Factory-assembled package is a
compact,,fully self-contained, electric
"
- l
0"0
Model number nOmenclature
50XP 024 3
Options
Nominal Cooling Capacity
024-2 ton
030 - 2.5 ton
036 - 3 ton
042 - 3.5 ton
048 - 4 ton
060 - 5 ton
BT - AL evap, vinyl condens
CC - AL eV<:lP, CU condens
CU - CU evap & condens
TP - Base unit with tin plated indoor coil
hairpins .
TV - TP with vinyl coating on outdoor coil
TC - TP with.AL indoor coil & CU/CU out-
door 6"oil '
Model Number
50XP _ Single
Packaged Electric
Cooling
Only used if ordering an option
V,Ph,Hz
3 - 208/230.1-60
.5 - 208/230-3-60
AL - Aluminum
CU ~ Copp~r
ARI* capacities COOLING CAPACITIES AND EFFICffiNCIES
UNIT NOMINAL STANDARD NET COOUNG SOUND
50XP TONS CFM CAPACITIES EER@A** SEERt RATINGS*
. (Btuh) (dB)
024 2 800 24.000 11.0 13.0 72
030 2-1/2 1000 28,800 11.0 13.0 72
036 3 1100 36,000 11.0 13.0 72
042 3~1J2 1400 41.000 11.0 13:0 72
048 4 1450 45.000 11.0 13.0 76
060 5 1710 57.000 11.0 13.0 78
LEGEND
dB Sound Levels (decibels)
db Dry Bulb
SEER Seasonal Energy Efficiency Ratio
wb - Wet Bulb
Air Conditioning & Refrigeration Institute.
H "A" Conditibns-'BOoF indoor db/6rF indodr wb & 950F outdoor db.
t Rated in, accordance with U.S, Government DOE Department of
En~rgy) test procedures and/or ARI Standard'210/240-94.
;~
+: Tested in accordance with ARI Standard 270.95 (not listed in ARl). '
NOTES:
1, Ratings are net values, reflecting the effects of circulating fan heat.
Ratings are based on: .
Cooling~tand~rd: BooF d>b, 6rF wb'indoor entering-air tempera-
ture and 9SoF db outdoor entering-air temperature,
2.. Before purchasing this appliance, read important energy cost and
efficiency. information available from your retailer.
3
OUTDOOR SOUND: OCTAVE BAND DATA-DECIBELS (Lw(A))
50XP
UNIT SIZE 50XP
NOMINAL CAPACITY (ton)
OPERATING WEIGHT (Ib)
COMPRESSOR
REFRIGERANT (R,410A)
Quantity (Ib)
REFRIGERANT METERING DEVICE
(Indoor)
CONDENSER COIL
Rows-Finslin.
Face Area (sq ft)
CONDENSER FAN
Nominal efm
Diameter (in.)
Motor Hp (Rpm)
EVAPORATOR COIL
Rows-Fins/in.
Face Area (sq ft)
EVAPORATOR BLOWER
Nominal Airflow (Cfm)
Size (in.)
Motor (Hp)
HIGH,PRESSURE SWITCH (psi g)
Cutout
Reset (Auto.)
LOSS,OF,CHARGElLOW,PRESSURE
SWITCH
(Liquid Line) (psig)
Cutout
Reset (Auto.)
RETURN-AIR FILTERS (in.)'
Thro~away 20 x 20 x 1 20 x 20?, 1 20 x 24 x 1 24 x 30 x 1 .
* Required filter sizes shown are based on the larger of the ARI (Air Conditioning & Aefrigeratkm lnstitut~) rated
cooling airflow or the heating airflow velocity. of 300 ft/min for throwaway type or 450 fVmin for high-capacity
type. Air filter pressure drop for non-standard filters must not exceed 0.08 In. wg. .
MODEL NO.
Frequency (Hz)
125
250
500
.1000
2000
4000
6000
Physical data
4'
-,.
024
58.8
63.5
67.2
66.9
63.7
58.3
50.0
030
58.8
63.5
67.2
66.9
63.7
58.3
50.0
024
2
343
7.3
TXV
2-21
11.95
2350
22
1/6 (625)
3-15
3.7
BOO
10 x 10
1/2
~
036
60.7
63.3
66.8
66.5
64.2
60.3
53.0
030
2-1/2
343
8.0
TXV
2-21
12.0
2700
22 -
1/8 (825)
3-15
3.7
1000
10 x 10
1/2
036
3
366
Scroll
9.5
TXV
2-21
13.6
2350
22
1/8 (825)
4~15
3.7
1100
11 x 10,'
3/4
c~ous
610:1: 15
420 :I: 25
20:1: 5
'45:1: 10
042
56.7
62.8
67.8
67.4
63.7
57.7-
50.8
042
3-1/2
433
107
TXV
2-21
15.4
2800
22
1/8 (825)
3-15
4.7
1400
11 x 10
3/4
'1>'\
048
62.4
69.9
71.3
73.4
70.0
66.3
60.1
060
63.5
67.6
71.8
75.5
71.0
68.1
59.9
048 060
4 5
456 492
1 ~ .25 13.2
TXV TXV
2-21 2-21
17.4 19.3
3300 3300
22 22
1/4 (1100) 114 (1100)
4-15 4-17
4.7 5.7
1400 1750
11 x 10 11 x 10
3/4 1.0
I 2-:1- x 30 x 1
124x30x1
l.I()
Base unit dimensions-50XP024-036
- 2S~. I 254,1
[10.00] [10.001
80.1 _SH,O ~\
!3.J91 . 121;50) .
FULL LOUVER
rlU .
IZ.l81 A RETURN SUPPLY B ===========
~ i:7o:A:ri~~~~s~ss~H~sr;~~N~! ~ i
IIII' RETURN [I - ISUPPLl 11111
1111 A I R A I R ~II
111111 OPENING OPENING.'IIII'
.... 111111 ,!III
.,.. mm ;W
-lllllL-___ ----11111
11111 11111
[VAP.CQIL__III1I 11111
11111
i JlIII
iV
...................... j
,,"D.CO'~Y . C
11
40&.)
115.00]
I
TOP VIEW
RECX.HD ClEAFlMCES TO CCMJJ5TB...E MA TL
TOPQfUNIT.......
DUC1SID(OrUMIT,.....
SIOEOPPOSITEOUCTS.,
BOTTOMOFUNIT.......
[lECTRIC HEH PANEL.
fE. RE\UIl3) ctEARANCES.
BETW[[NUNITS.PQW[RENTRrSIDE................
UNIIANO'UNGROUNOEOSURrACES,POWERENTRISIH.
UNI1 AND BLOC~ OR CONCRETE \l'HlS AND OTHER
GROUNDED SURFACES, POW(R [NTRY SIDE..
~ILLIMEHRS [IN)
355.5 (14.00J
.. .50.8[2.00]
3SS.GI14,OQl
.....12.)[0.501
,914.4[36.00]
~ILlIMEHRS [IN]
.. ,1055.8[42,00]
...914.0 rH.ODl
. I 066 . 6 [~~, 00 ]
1~6.S-
13 I , ~ ~ ]
1193.9
IH.OOl
r
I
'L.
..
finD E~fRll
S[RVICEPOR1S
r23.1
(D.91]
.-
II_.:~::_I \ I
I<~l
II . ml,;
I. I --"", "'\~
C::I J IU8]
II.DID.1Sli.P.1. '
l'U.O (O,Ba] ~HP ~1l.4
Il.BI)
402.0
l15,831
I j
117.1
[ 4 , 63] ~ I'
II
88.3~
13.48]
SUPPlr
DUCT
O~[N I NO
RETURN
DUCT
OPENING
.1
.~
---550.5
(21.51]
,~9, 6
(9.83]
~~ 9.6
[9,83J
REAR VIEW
REfMtED Cl.EARAN:E Fll'I Cf'ERA TXW MIl SERVICN:i
[YAP. COI L ~CCESs 51 DE
PO~'[R [NTRY SIOL..... ._... ...
{UCEPT FOR NE(RE(lUIW.ENTSl
UNITT(lP......,....,
SID((lPPOSI!EDUCTS
DUC1PANEL. "
~ILLI~ETERS [IN]
.."....914.0135,00]
......914:0136.00]
......914.0136.00]
..914.0[36.001
.304.8(12.00]'
.1011 NI~UM 01 STANCES: I F UN'IT IS PLACED LESS 'THAN 304,8 112 .001 fRO~ WALL
SYSTEM. TH(N srSTE~ p(RrORMANCE ~HBE COMPROilISED.
fULL lOUVER 'J.-
-==.....
~
J
,-
I LOMPRtSSOR. BlOWER. UECIRIC ~[l.1
& ELECTRIC/.l ~(C[ss ,PAiEl
11Z6.1
(18.28]
121.5
(ll.BSI
Bll.D
Dl.m
LEFT SIDE VIEW
FRONT VIEW
.1 rULllOUVfR __I.
....===~
I,/.,
n.Zlo.BBlOIA.HOLE,
,:" CO,WTRDl E~TRY \
I t bt-~
1 116.1 _ ' "'.
I~ II 0 . 81] I }l . 1 ,-
, I IUOI .1'" I
8:-:11.- L u.511.nIOIA.
D:Ol L POW(R[NTRY
In.l
( ~,B I I
I
.1
l;o
rD. ~o
~ ;0,
RIGHT SIDE VIEW
ELECTRICAL UNIT WEIGHT UNIT HEIGHT CENTER OF GRAVITY
UNIT CHARACTERISTICS in. (mmj in. [mmj
Ib kg "A" X Y Z
50XP024 208/230-1-60 343 156 39.02 [991.1] 20 [508] 19.3 [489] 17.6 [447]
50XP030 208/230-1-60 343 156 39.02 [991.1] 20 [508] 19.3 [489] 17.6[447]
, 50XP036 208/230-1-60, 208/230-3-60 366 166 41.02 [1041.9] 20 [508] 14 [355.6] 13 [330.2]
50XP 024-036 Dimensions.
~
."
,
'.~. ."
.,,,,"'" .,~.
-.'j -. .
r-
'7
'..--....
,,"
Performance data-Standard ECM Indoor Motor
,
COOLING CAPACITIES'
50XP024 COOLING PERFORMANCETABLE
Evaporator Air.,-CFM/BF
Temp (F) 800/0.026 90010.032 100010.04
Outdoor Air
Entering Evaporator Air ,'- Ewb::F)
Condenser
62 63" 67 72 62 63" ,67 72 62 63' 67 72
,~ 24.0 24.5 26.5 29.1 24.6 25.1 27.1 29.8 25.1 25.5 27.4 30.4
75 SHC 21.9 21.3 18.7 15.4 23.5 22.8 19.8 16.1 25.0 24.2 20.8 16.7.
kW 1.7 1.7 1.8 1.8 1.8 1.8 . 1.8 1.8 1.8 1.8 1.8 1.9
,~ 22.9 23.3 25.3 27.9 23.5 23.9 '25.8 28.5 23.9 24.3 26.2 28.9
85 SHC 21.4 20.7 18.1 14.9 22.9 22.2 19.2 15.6 24.3 23.6 20.3 16.2
kW 1.9 1.9 2.0 2.0 2.0 2.0 . 2.0 2.0 2.0 2.0 2.1 2.1
,~ 21.8 22.2 24.0 26.5 22.3 22.6 :24.5 27.0 22.7 23.0 24.8 27.4
95 SHC 20.8 20.2 17.6 14.3 22.3 21.6 18.7 15.0 .23.6 22.9 19.7. 15.6
kW 2.2 2.2 2.2. 2.2 2.2 2.2 . 2.2 2.2 2.2 2.2 2.3 2.3
,~ 20.5 20.9 . 22.6 25.0 21.0 21.3 23.0 25.4 21.6 21.7 23.3 25.7
105 SHC 20.2 19.5 16.9 13.7 21.6 20.9 18.0 14.3 22.5 22.2 19.0 14.9
kW 2.4 2.4 . 2.4 2.4 2.4 2.4 ,2.5 2.5 2.5 2.5 2.5 2.5
,~ 19.2. 19.5 21.1 23.3 . 19.8 19.9 21.5 23.7 20.7 20.4 21.7 23.6 .
115 SHC 19.4 18.8 16.3 13.0 .20.6 20.2 17.3 13.7 21.5 21.2 18.3 14.1
kW 2.7 2:7. 2.7 2.7 . 2.7 2.7 ' 2.7 2.7 2.7 2.7 . 2.8. 2.8
,~ 17.8 18.0 .19.4 21.4 18.5 18.5 19.5 21} 19.0 19.0 19.9 21.9
125 SHC 18.5 18.1 15.5 12.3 19.2 19,2 ,16.5 12.9 19.8 19.7 17.6 13.5
kW 2.9 2.9 3.0 3.0 3.0 3.0 . 3.0 3.0 3.0 3.0 3.1 3.1
50XP030 COOLING PERFORMANCE TABLE
I Evaporator Air-CFMlBF
Temp (F) f 87510.06 100010:07 112510.08
Outdoor Air
Entering Evaporator Air - Ewb (F)
. Condenser
62 63" 67 72 62 63' 67 72 62 63' 67 72
'TC 27.9 28.6 30.7 33.6 28.8 29.4 31.6 34.5 29.3 30.0 32.2 35.2
75 SHC 24.1 20.0 20.6 16.8 26.0 21.2 22.1 17.8 27.0 22.6 23.5 18.7
kW 2.1 2.1 2.1 2.1 2.1 2.1 ., 2.1 2.2 2.1 2.1 2.1 2.2
TC 26.9 27.5 29.5 32.3 27.6 28.1 ' 30.2 33.1 '28.3 28.7 30.8 33.7
85 SHC 23.8 19.5 20.3 16.4 25.6. 20.8 21.7 17.4 26.5 22.1 23.1 18.3
kW 2.3 2.3 2.4 2.4 2.3 2.4 2.4 2.4 2.4 2.4 2.4 2.4
TC .25.6 .26.2 28.2 30.8 26.3 26.8 28.8 31.5 27.0 27.3 29.3 32.0
95 SHC 23.1 19.1 19.9 16.0 24.7 20.5 21.3 16.9 26.2 21.7 22.6 17.8
kW 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6.
Hi5 TC 24.3 24.7 26.6 29.2 25.1 25.3 ,27.2 29.7 25.9 25.7 27.5 30.1
SHC 22.4 18.6 19.3 15.4 23.8 19.9 . 20.8 16.3 24.4 21.1 22.1 17.2
kW 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9
TC 22.8 23.2 24.9 27.3 23.8 23.6 , 25;3 . 27.7 24.5 24.0 25.7 28.1
115 SHC 21.7 18.0 18.8 14.8 22.3 19.3 20.2 15.7 23.7 20.5 21.5 16.6
kW 3.2 3.2 3.2 3.2 3.2 3.2 " 3.2 3.2 3.2 3.2 3.2 3.2
TC 21.4 .21.4 .24:9 27.3 23.8 23.6 , 25.3 27.7 24.5 24.0 25.7 28.1
125 SHC 20.7 17.3 18.8 14.8 22.3 19.3 ' 202 15.7 23.7 '20.5 21.5 16.6
kW 3.5 3.5 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2
See Legend and Notes on page ,13.
',.... "v
'11 .
U,1
Performance data (cont)-Standard ECM Indoor Motor
COOLING CAPACITIES
50XP036 COOLING PERFORMANCE TABLE
Temp (F) Evaporator Air-CFMlBF
Outdoor Air 1100/0.06 1225/0;07 140010.08
Entering Evaporator Air .- E~b (F)
Condenser
62 63' 67 72 62 63' 67 " 72 62 63' 67 72
TC 36.2 36.8 39.7 438 36.9 37.4 .40.3 44.4 37.9 38.1 41.0 45.1
75 SHC 33.2 26.7 27.8 22.3 34.7 27.9 29.0. 23.1 36.9 29.6 30.9 24.2
kW 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.8 2,8 2.8 2.8 2.9
TC 34.6 35.1 37.9 41.8 35.3 35.6 38.4, 42.4 36.4 36.3 39.1 43.1
85 SHC 32.4 26.0 27.1 21.6 34.0 27.1 28.3 22.4 35.6 28.9 30.2 23.6
kW 2.9 2.9 3.0 3.0 3.0 3.0 3.0 3.0 3.1 3.1 3.1 3.2
TC 33.0 33.4 36.0 39.7 33.7 33.8 36.5, 40.2 34.6 34.4 37.0 40.8
95 SHC 31.6 25.3 26.4 20.9 32.9 26.4 27.6 21.7 34.4 28.1 29.4 22.8
kW 3.2 3.2 3.3 3.3 3.3 3.3 3.3. 3.4 3.4 3.4 3.4 3.5
TC 31.3 31.5 34.0 37.5 32.1 31.9 34.3 37.9 33.1 32.4 34.9 38.4
105 SHC 30.6 24.5 25.6 20.1 31.5 25.7 26.8 20.9 32.8 27.3 28.6 22.0
kW 3.6 3.6 3.6 3.6 3.6 3.6 3.7 3.7 3.8 3.7 3.8 3.8
TC 29.6 29.4 31.8 35.0 30.4 29.8 32.1.: 35.4 31.3 30.3 32.6 35.8
115 SHC 29.3 23.7 24.8 19.3 30.0 24.8 26.0 20.0 31.0 26.4 27.7 21.1
kW 4.0 4.0 4.0 4.0 4.0 4.0 4.0: 4.0 4.1 4.1 4.1 4.2
TC 27.8 27.2 29.4 32.4 28.4 27.5 29.7 32.7 29.3 28.0 30.1 33.0
125 SHC 27.5 22.8 23.9 18.4 28.2 23.8 25.0 19.1 29.0 25.4 26.7 20.2
kW 4.4 4.3 4.4 4.4 4.4 4.4 4.4 : 4.4 4.5 4.5 4.5 4.5
50XP042 COOLING PERFORMANCE TABLE
Temp (F) Evaporator Air~CFMJ:BF
Outdoor Air 11 00/0.06 1225/0.07 140010.08
Entering Evaporator Air - EY."b (F)
Condenser
62 63' 67 72 62 63' 67, 72 62 63' 67 72
TC 39.6 40.4 43.4 47.6 40.5 41.2 44.2 48.4 41.5 42.1 45:1 49.4
75 SHC 33.5 27.6 28.6 23.4 35.4 29.0 30.0 24.3 37.9 30.8 31.9 25.6
kW 3.0 3.0 3.0 3.1 .3.0 3.0 3.0 3.1 3.0 3.0 3.0 3.1
TC 37.9 38.7 . 41.5 45.5 38.7 39.4 42.3 46.3 39.7 40.2 43.2 47.2
85 SHC 32.8 26.9 27.8 22.7 34.6 28.2 29.2 23.6 . 37.0 30.0 31.1 24.8
kW 3.3. 3.3 3.4 3.4 3.3 3.3 3.4 3.4 3.3 3.3 3.4 3.4
TC 36.2 36.8 39.6 43.4 36.9 37.5 40.3 44.1 37.8 38.2 41.0 44.9
95 SHC 32.0 26.1 27.0 21.9 33.8 27.4 28.4 22.8 35.9 29.1 30.3 24.0
kW 3.7 3.7 3.7 3.8 3.7 3.7 3.( 3.8 3.7 3.7 3.7 3.8
TC 34.2 34.8 37.4 41.0 .34.9 35.4 38.0 41.6 36.0 36.0 38.7 42.3
105 SHC 31.0 25.2 26.2 21.1 32.7 26.5 27.6 22.0 34.3 28.3 29.4 23.2
kW 4.1 4,1 4.1 4.1 4.1 4.1 ' 4.1 4.1 4.1 4.1 4.1 4.1
TC 32.1 32.6 35.0 38.4 32.8 33.1 35.5 38.9 34.0 33.7 36.1 39.5
115 SHC 30.0 24.3 25.2 20.2 31.4 25.6 26.6 21.0 32.8 27.3 28.5 22.2
kW 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.6 4.5 4.5 4.5 4.6
.TC 29.8 30.1 32.3 . 35.3 30.6 30.5 32.7 35.7 31.7 31.0 33.2 . 36.2
125 SHC 28.6 23.2 24.2 19,1 29.6 24.5 25.5 20.0 30.6 26.1 27.3 21.1
kW 4.9 4.9 4.9 5.0 4.9 4.9 4.9 5.0 4.9 4.9 4.9 5.0
See Legend and,Notes on page 13.
".
.. ,
;1
'12'
LtJ
Performance data (cont)
ECONOMIZER I-in. FILTER PRESSURE DROP (in. wg)
UNIT50XP
024-03~
042-060
PRESSURE DROP
0.20
0.25
240 .
MULTIPLICATION FACTORS
VOLTAGE
DISTRIBUTION
200
208
230
240
MULTIPLICATION
FACTOR
.69
.75
.92
1.00
HEATER kW
RATING
Example; 15.0 kW (at 240v) heater on 208 v
= 15.0 (.75 mult factor)
= 11.25 capacity at 208 v
20X20Xl
20X24X1
24 X 30 X 1
I
1500/600/ 700 I 800
0.05 0.07 0.08 0.10
900 11000
0.12 I 0.13
0.09 I 0.10
-1-
FILTER PRESSURE DROP (In. wg)
CFM
1~0 11~0 11~0
0.14 I 0.15 I 0.16
0.08 1 0.09 i 0.10
110011200
0.14 I 0.15
0.11 I 0.13
- 0.07
1~O I ~~o ! 1~O .
-I -
,0.11 10.12 I 0.13
1~0 12~0 . 2~0 12~0 12~0 :
-1- -1-1-
0.14 I 0.15 0.16 I 0.17 0,18
FILTER SIZE
ELECTRIC HEAT PRESSURE DROP TABLES
Small Cabinet: 024-036
CFM.. .
STATIC I I
500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
5kW 0.00 0.00 ,0:00 0.00 0.00 0'00 0.00 ,,0.00 0.02 1 0.04 0.06 0.07
7.5kW 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.03 0.05 0.07 0.08 0.09
10kW 0.00 0.00 0.00 . .0.00 0.00 0.02 . 0,04 0.06 0.07 0.09 0.10 0.11
15kW 0.00 0.00 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18
Large Cabinet: 042-060
CFM
STATIC 1800 2100 2400 I ' 2500
1100 1200. 1300 1400 1500 1600 1700 1900 '2000 2200 2300
5kW 0.00 0.00 0.00 0.01 0.02 0.03 0.04 0.05 0.06 . 0.D7 I 0.08 0.09 0.10 0.11 I 0.12
7.5 kW 0.00 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.11 0.12 0.13
10kW 0.00 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 ' 0.08 0.09 0.10 0.11 0.12 0.13
15kW 0.00 0.02 0.03 0.04 6.05 0.06 0.07 0.08 0.09 ' 0.10 0.11 0.12 0.13 0.14 0.15
20kW 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.11 0.12 0.13 0.14 0.15 0.16
14
'."C.
SOXP ECM DRY COIL AIRFLOW-LARGE CABINET
CFM ADJUST LO PIN NOM PIN HI PIN
UNIT PIN SELECT
SIZE EXTERNAL STATIC
PRESSURE RANGE 0.1-1.0 0.1-1.0 . 0.1-1.0
COOLING 1100 1225 1410
042 COOLING
DEHUMIDIFY 980 980 1125
COOLING 1260 -1400 1610
048 COOLING
DEHUMIDIFY 1120 1120 129Q
COOLING 1575 1750 2010
060 COOLING
DEHUMIDIFY 1400 1400 1610
SOXP ECM WET COIL PRESSURE DROP
UNIT
SIZE 600 700 800 900 1000
024 0.005 0.007 0.010 0.012 0.015
030 0.007 0.010 0.012 0.015
036 0.019 0.023
042 0:014
048 I
060 I'
1100
STANDARD CFM
1200 . 1300 ' 1400
1500 1'1600
1700
1800
1900
2000
2100
0.018 0.021 0.024
0.027 0.032 0.037
0.017 0.020 0.024
I 0.027 I 0.032
- I -
0.042
0.027 .
0.036
0.047
0.031 0.035 0.039
0.041 I 0.046 I 0.052
0.029 I 0.032 I 0.036
0.043
0.057 I 0.063 0.068
0.040 : 0.045 I 0.049 I 0.053
{.::..'....
.- ;:
15
....,.
is
LIt, ,
2~~GA~ . ,. r. ' ".,... .....~:.,.,".e: ,i' ',:,: ':',,".<~':~;~;:;i(;,>
~9I1!1Q~t.~;12:1$~r1!!,.~\J\'r9~,~;~!~~1;?,?~r:':1 : .,', ":.;, /: :);"~':'~'
WJ~tU'!J.r9n,~e(rlg~~llnL." ,";'k';":" . , '.' . .,;' " ' :"
}~.t/2 To;S; l\Joroina!!9'r1S.($ize18.Toi6Q) "" . . .' ';:: ,,' ,
'7:: v." ".' . . . {. ,,/.," ' ,,:,'" '" "".,f" ,...(:., ' ,.....; c" ,.
~
Turn to the Experts':
Product Data
'. . " ' .
,"'~~:t;:<~~i'.lim' .'_,
'i~\t!;m...-,..
.-.".~,~
.~ .
Puron~
Comfort"
SERIES
thfl.....,;ronmentaltvswndrefrigGrarll
Carrier:s Air Condjtioner~ with Puron@ refrigerant provide a
collectiol). of features unmatched by any other family of equipment.
The 24ACA has been designed utilizing Carrier's Puron
refrigerant: The environmentally sound refrigerant allows you to
make a re~ponsjble decision in toe-protection of the earth's oZOlle
layer.
As an Energy Star@ Partner, Carrier Corporation has determined
that this product meets the Energy Star@ guidelines for energy
efficiency. Refer to the,combination ratings in the Product Data for
system combip.ations that meet Energy Star@ guidelines.
INDUSTRY LEADING FEATURES /
BENEFITS
Efficiency
. 13 " 15 SEER/ll - 12 EER
.
Microtube Technology 1M refrigeration system.
Indo,?r air quality accessories available
.
Sound
. Sound level as low as 74 dBA
. Cqmpressor squ.nd blanket
Comfort
. System supports Therrnidistat 1M Control or standard
thermostat
Diagnostics
. TechAssist 1M with 6-step diagnostics at-a-glance
Reliability
.
Puron@ refrigerant - environmentally sound,_ won't
deplete the ozone layer and low lifetime servce cost.
F~ont-seatingservjce valves
S9!oll compressor
in~ernal pressure-relief valve
Internal thermal overload
.
.
.
, .
. LOw-pressure switch
,
. High-pressure switch
. Fil'ter drier
. Balanced refrigeration system for maximum reliability
DurabilitY
WeatherArrnor 1M protection package:
~ . -,
Solid, durable sheet metal construction
I .
St~ellouver coil guard
Baked-dn, complete coverage, powder paint
<'
. Color matched cabinet screws
.
.
.
Applications
. Long line""' up to 250 ft. total eq~ivalent length, up to
200 feet condenser above evaporator, or up to 80 ft.
evaporator above condenser (See LOng Line Guideline
for more. information.)
. Low ambient (down to _200F) with accessory kit
Warran~
Single Phase
. lq;-year limited compressor warranty
. S"':year limited parts warranty
3-Phase
. . 5~year limited compressor warranty
::, 1.;-;,year ~iI?it~d parts ~ar.~a~nty
.
"
.
, "
2
c,
PHYSICAL DATA
I UNIT SIZE SERIES
loperaling Weight (Ib)
Shipping WeighlJlb)
ICompressor Type
IREFRIGERANT
I Control
I Charge (Ib)
ICONO FAN
I Air Discharge
Air Qty (CFM)
I Motor HP
I Motor RPM
ICONO COIL
I Face Area (Sq. ft.)
I Fins per In.
I Rows
j Circuits
IVALVE CONNECT. (In. 10)
I Vapor I 51B
I Liquid .
IREFRIGERANTTUBES* (In..OO)
I Vapor (O-BO Ft. Tube Length) I 518 518 314 314
I Liquid (0~250 Ft. Tube Length) 31B
* For tubing.sets between eo and 200 ft. horizontal or 20 ft. vertical differential;consult the Longline Guideline.
Note: See unit Installation Instruction for proper installation. '
18-30
135
156
24-30
135
156
4.25
I 4.35 I
1880
1112
1100
2200
1110
1100
9.B5
20
1
3
I 9.B5
20
I 1
I 3
51B
30-30,50
1.49
171
4.75
2200
1110
1100
11.49
25
1
3
314
36-30,50,60
166
lB9
42-30,50,60
210
238
Scroll
Puron@ (R-410A)
TXV (Purl?n@ Hard,Shutoff)
I 5.25 I 6.2
propeller;:1"ype, Direct Drive
":Vertical
2950
114,
1100
14.77
25 .
1,'
3
314
3170
115
1100
17.25
25
1
4
31B
VAPOR LINE SIZING AND COOLING CAPACITY LOSS
PURON I-STAGE AIR CONDITIONER APPLICATIONS
LONG LINE APPLICATION: An application is considered "long
line" when the total equivalent tubing length exceeds 80 ftor when
there is more than 20 f1: vertical separation between indoor and
outdoor unitS. These applications require additional accessories and
system moditic~tions for reliable system operation. The maximum
allowable'total equivalent length is 250Ft. The maximum vertical
separation is 200 Ft when outdoor unit,i~.above'indoor unit, and 80
UNIT ACCEPTABLE ACCEPTABLE I
NOMINAL LIQUID LINE VAPOR LINE
SIZE DIAMETERS DIAMETERS Standard.Application
(BTUH) (IN. 00) (IN. 00) 25 I 50 I 80
118000 I 112 I. 2 . 3
1 Stage 318 1
puron AC 51B 0 . 0 I 1
124000 1518 0111
1 Stage 3/8 I 3/4 . I 0 0 I 0
Puron AC I 718 I 0 0 0
30000- I 518 I 1 2' 3
1 Stage 31B I 314 I 0 0 1
puron AC I liB I 0 0 0
360001 51B 11 2 4
1 Stage 318 I 314 0 0 1
PuronAC I 71B 0 0 0
Ip~~~~c I 31B I 1~;;B g ~ !
1 t~~~e I 31B! ~;: ~ ~ ;
PuronAC I l11B 0 0 0
116~~~~e I 318 : ~;: ~ ~ ~
Puron AC I 1 11B I 0 I 0 0
Standard Length = ~U n. or less total equivalvent length
c1 1
.~~u~~t ~~'
~onm~ln8:)lPpl caJlon[. I
718
718
48-30,50,60 .
236
264
B.35
3365
114
1100
21.56
25
1
5
718
718
I
60-30,50,60 I
261 I
295 I
I
I
j
I
I
I
I
I
,
I
1
I
I
1
j
,
I
j
,
I
8.75
4050
115
B25
25.15
25
1
5
718
1-118
4.8
ft. when th'e outdoor unit is below the indoor unit. Refer to
Accessory Usage Guideline for required accessories. See L9ng
Line Application Guideline for required piping and system
inoaificatio~s. Also, refer to th'e table below for the acceptable
vapor tube diameters based on the total length ~o minimize the
cooling cap~city loss. .
. ~ - ,0. ~
-
..
")
,
..( .....,'....""".'
~,h .
18-30 I 48.0 9.0 0.5
24-30 I 58.3 13.5 0.75
30-30 I 64.0 12.8 0.75
36-30 J 208-230-1 253 197 77.0 14.1 1.4
42-30 I 112.0 17.9 1.1
48-30 I 109.0 19.9 1.4
60-30 j 134.0 26.4 1.2
30-50 58.0 10.1 0.8
36-50 71.0 9.2 1.4
42-50 208/230-3 253 197 88.0 13.5 1.2
4~-50 83.1 13.6 1.2
60-50 110.0 17.7 1.2
36-60 38.0 5.6 0.7
42-69 460-3 506 414 44.0 6.0 0.5
48-60 41.0 6.1 0.6
I 60-60 I. 52.0 7.6 I 0.6
1< Permlssiole limits of the voltage range at W lich the unit will oper~ -:e satisfactorily
t If wire is applied at ambient greater than.30.C (SS"F), consult table 310-16 of the NEe (ANSI/f\!FPA 70). The ar:npacity of rion-metallic-sheathed cable
(NM), trade name ROMEX, shall be that of 60'C (140.F) conditions, per the NEe (ANSr/NFPA 70) Article 336-26. If other than uncoated (no-plated), 60c
or 7S"C (140" or 167'C) insulation, copper wire (solid wire for 10 AWG or smaller, stranded wire for lar'ger than 10 AWG) is used, consult applicable tables
of the NEC (ANSI/NFPA 70r ' . . ..'
:f:: Length shown is as measured 1 way along wire path between unit and service panel for voltage drop not to exceed 2%.
** Time-Delay fuse.' . '
FLA - Full Load Amps
. lRA - locked Rotor Amps
MeA - Minimum Circuit Amps
RLA - Rated Load Amps
NOTE: Control circuit is 24'-V on all units and'requires external power source. Capper wir.e must "be used from service disconnect to unit. All
motors/compressors contain internal overload protection.
A- WEIGHTED SOUND POWER (DBA)
I STANDARD 1
UNIT SIZE - VOLTAG!" SERIES RATING
1
1
I
ELECTRICAL DATA
OPER MIN MIN MAX
UNIT SIZE COMPR FAN WIRE WIRE lENGTH
_ VOLTAGE, V/PH VOLTS* f.:'ICA BIZEt BIZEt (FT)t
SERIES
MAX MIN. LRA RLA FLA 60c C 7So'C 600 C
MAX
lENGTH
(FT);
75c C
64
43
45
63
51
73
86
65
67
76
76
59
222
216
211
168
11.7
17.6 . I
16.8
19.0
23.S
26.2
34.2
13.4
12.9
18.1
18.2
23.3
7.8
8.0
8.2
10.3
'l14
"
14
'12
12
,10
8
14
14
14
14
14
12
12
10
8
14
14
12
12
12
14
14
14
14
67
45
47
66
53
76
91
68
70
80
79
62
233
227
222
177
.,
, 12
;~ 12
;12
14
14
14
14
MAX
FUSE**
orCKT
BRK
AMPS
15
25
25
30
40
40
50
20
20
30
30
40
15
15
15
15
TYPICAL OCTAVE BAND, SPECTRUM (without tone adjustment)
12B I 250 500'. 1000 2000 4000 8000
50.0 61.5 ,64.5 66.5 64.0 61.0 54.5
55.5 63.5 :i 67.0 70.0 66.0 63.5 57.0
18-30
24-30
30-30
30-50
36-30
36-50
36-60
42-30
42-50
42-60
48-30
48-50
48-60
60-30
60-50
60-60
74
74
74
52.5
63.0
68.5
70.0
66.5
62.5
74 57.0 65.0 67.5 69.5 67.5 65.0 60.0
74 55.0 64.0 i 68.0 68.5 64.5 60.0 54.0
J 74 52.5 62.5 ' 65.5 69.0 '63.5 60.5 56.0
I 74 54.0 59.0 '.65.5 67.5 63.5 '60.0 55.5
CHARGING SUBCOOLING (TXV - TYPE EXPANSION DEVICE)
I UNIT SIZE-VOLTAGE, SERIES REQUIRED SUBCOOLlNG ('F) . I
I .18-30 8 1
I 24-30 13 I
I 36-30 1
36-50 16
36-60
~-w 1
36-50 16
36-60
42-30 1
42-50 10
42-60
48-30
48-'50 17
48-60
60-30
60-50 11
60-60, ..
........ {,.
q,
~
56.5
DIMENSIONS.
I I.I\IT SERIES 8.ECTRICAL A 8 C D E F G H
CHARACTERISTICS
I WCA316 , X I 0 0 0 25314' 15' 3314' 518' 411U' l1lt4' 9118' 5116'
~ 24ACA324 D X , 0 0 25314' 15' 3314' 518' 41116' 21114' 911S' 511&'
HACA330 , X , X , 25314' 261116' 3314' 314' 4HW 21114' 91fS' 5/16'
24ACA336 , X O' X , 25314' 35114' 3314' 3/4' 41/\6' 21114' 9118' 5/16'
I 24ACA342 , X , X , 313fW n 5116' 3 lIS" Ha' G9/16' 2411/lG' 911S' 5/\6'
I HACA348 , X 0 X X 313/16" 39118' 311a- 118' SS/IS' HIllIS' 9118'/ 5116'
I 24A.CA360 , X 0 X X ". HIla" 13118' liS" 69/16' Z81116' 9118' 5116'
0 0
'" 0 'I' 0
.L '" M ~ X=YES
a ;:; 0 O:NO
M
N
a, l:l iil ~
0
N l'l
ASQ.
AlftOISCH.l.ftGt
\
,,'
P
~ -.
~
..
liS"
II.I\IT SIZE
I 16.24.30.36
'I 4Z.48
r "
MlMMUM' I
MClUNTlNGPAD
DIMENSIONS
26'X26' I
3111Z"X311fZ'1
3S' X 35' I
< .
IiiiiiiiI
J K L. M N P .00000llNG I SHP;'NG SHIPPING 1
WEIGHT W8GHT DIMENSIONS IL x W x HI
3' 213/16' liZ' 1211Z' '1231S' 1231S" 135t 1561 26 7/8' X 2& 116' X 29 114'
3' 213116' lIZ' 13' 1111S' 12316' 135t 1561 267fS' X l611S' X 29114' I
3' 213fW liZ' 121f4' 133"- 12314' us. 1111 26716"X26118'X32SW J
J' Z 13IU" 1f2' 11' '" H314' lHI 1891 2611S'X2611S'X391116' j
3' 215116' 518' 153H' 161/4' 13314' 2101 2381 325/16' X3Z5116'X361/16'1
3' 215116' 5/8' 141W 17 1H' 19114' 2361 2641 32 5fH' X 32 5116' X H 7/8' I
J' 15IW)SW 20518' 19314' 183/8' 26U 2951 36118' X3S1/S'X4211S' I
AIR IN---
J I
1 LJ
M
..o--G-
-K
NOTtS:
1. ALLOW W ClEARAHCE TOSERVlC{SlOE Of um,
48' ABOVE UNIT, S' ON ONE SIDE, 12' ON REMAINING SIDE.
AND 2(' BETWEEN UN[lSFOR PROPER AIRFLOW.
2. ~IHIMUIot OUlDOOR OPERATING AMBIENT IN COOL[NG
~ODE IS ss"r. MAX. 12s"f . .
3. SERIES DESIGNATION IS THE 13TH POS!TIONOF TH[
UNITIoIOOELNUMBER.
4. CENTER Of GRAVny.S.-
F -----"AIR IR
i'
t
E
I
tIRIN
'>
3/8'T1EOOllNKNOCKOUTS
l2lPLACES
~
Q
GI
COMBINATioN RATINGS
FACT.oRY 'SEER
SUPPLIED STANDARD
ENHANCEMENT RATING
*CAP**1814A** 17,500 TXV 13.00 11.00
CAP**1814A** 17,200 TDR&TXV 14.50 11.70 58CV(A,X}070-12
fu~.~i7~~~~~~"i\Wj~~1~1ii'~~IZ!~~'!~Wh"itb~~~i1j{dL~W~~"~~~i1;~~f:i~'i~~
I CAP;"2414A** 17,700 TXV 13.00 11.00 I
I CAP**2414A** 17,500 TDR&TXV 14.50 I 11.70 58GV(A,X)070-12
Irlfg-:~~~;:.~,?"~IIWM;;~~~~~!I'i.ll!r.;";'~'.'.,jJ:'!r~1i.W~Jllt'@i"'~i'I;!mt',~~~\W"~;"~~lJl.'ii';f~~"I,@~!",~W:ii
I CAP**2417A** 17,500 TDR&TXV 14.50 11.70 58MVB06D-14
I CAP**2417A** 17,600 TDR&TXV 14.50 11.70 58CV{A,XI090-16
~f&(Jilf{lI~I'fii\.""W!,Iffili'.~;~]jjt!~,!,Mii,:",~{"~:11!;lWltIlW,WJ!:l:'>I!I!!lt"" '~~i;ti~~
CNPV*1814A** 17,400 TXV 13.00 11.00 L - - I
CNPV*1814A""" 17,200 TDR&TXV 14.50 11.70 58GV(A,X)070-12
'Il~~~ ~~:~:~~~B~t'~11~f~:~:~i~~j~~:~~~r~~~il~=::::~~1
~li!J(;~~_~'1'i}'(.i",~;:t~<I;ilI';~~~G''''"l'Ilic'l\\!i'tfu~'jl?,!ii&\li1,<!,~;r"~l;y,,,~~~
I C-NPV*2417A"; 17,500 TXV 13.00 . 11.00
I CNPV"2417A** 17,300 TDR&TXV 14.50 11.70 58MVB060 14
CNPV*2417A** 17,400 TDA&TXV 14.50 I 11.70 58GV{A,X)090-16
le~.ilJi'~~'1'ii~f.~~!>~T~'j,1'iIl!fi~llM'i'm~flll&~'d,~Il'~!lW, ,k -.~i!\llill,1lift~ljl
CNPH*2417A** 17;500 TXV 13.00 11.00
CNPH*2417A** 17,300 TDR&TXV 14.50 11.70 58MVB04D-14
CNPH*2417A** 17,300 TDR&TXV 14.50 11.70 5BMVB060-14
CNPH*2417A** 17,400 TDR&TXV 14.50 11.70 58MVB080-14
CNPH*2417A** ",.:II.n) TDR&TXV 14.50 11.70 5BGV(A,X)070-12 j
i~""~~r~~~~~~l_~:TXV ~~mm . 14;~o '~'~~~O :.:'~~-~~~:,;~~
I~~~~~t.' ,~~~~7t\~~'dV.z.'@~~~r:::~:llia}'8fi~~;'~'fA.-'liU'rZ~\~' ,!k~~", . ~,,,"~~m-~~If2'J ~~m,.' :i~:~~~
r CSPH*2412A** I II,UOO TXV 13.00 11.00
I CSPH"2412A*" 16,700 TDR&TXV 14.50 11.70 5BMVB040-14
I CSPH"2412A"" 'lo,70u ~R&TXV 14.50 11.70 58MVB060..,.14
I CSPH"2412A"" 16,700 TDR&TXV 14.50 11.70 58MVB080-14
I CSPH"~41C:'A"" 16,600 TDR&TXV 14.50 11.70 58CV(A,X)070...;12 I
1~~;r;~~;;~~il\l~m'~~~~~!Omt.~,,~~-.~:,.!~~;':J=~nll
I FY4ANF024 1.!,500 I,?A&TXV ,13.00 11.00
I FX4CNF018 1/,60U 1 unO<. 1 ^', 14.50 11.70
I FX4CN~924 17,900 "rDH&.lXV 14.50 1.1;70 -II
I FE4ANt-U02 17,800 TDR&TXV 15.00 ~
FF1ENP018 17,400 TDR&TXV 13.00 11.00 -- I
FF1ENP024 17,600 TDR&TXV 13.20 11.00 :--I
FV4BNF002 17,800 TDR&TXV 15.00 12.00
"'CAP*"2414A*" 23,000 TXV 13.00 11
CAP""2414A*" 22,600 TDR&TXV 14.00 11.50 SaCV(A,X}070-12
llO{liW.\!!l@;t~!ili...i\li'I~~i'Iil,'l\j,'i~~~ ,'lm\lli!iIll~,,,,"'''l'M',::i[~"l~i\l!I
CAP""2417A** 22,800 TXV 13.00 11.00' I
CAP**2417A** 22,600 TDR&TXV 14.00 11.50 58MVB060-14
CAP**2417A*'" 22,600 TDR&TXV 14.50 11.70 I 58CV(A,X)090-16 J
~, '~~bf~, 1j' . :.~i~r ~~~' ,JiJliffl';~ffb_~~J~B~'i~;t:~~~~U~&r~~~.g-2~i
r CAP**3014A;'';' J 23;000 1 Txv I r 13.00 I 11.00 I .
I CAP"3014A" 22.800 I TDR&TXV . 14.00 ~ .11.50 58CV(A.X)070-12 j
~j[JI'1~J\!ilI!Il,ll:ll,!~lIl!';~-,~,",",,"'o'""~'~1'''IJ€II\1!Ii"'''''-''''-''=''"'-''~~""~,_..",-=.,...""",..,,,~,
, , _'__'''''_ _ . _ _.. .,....",,1 .",-~"ffiJIb\I&~ji;'~I""":;l::Jtr;;a;. ~_.,. .'\11~~;' l;:; iI"'~'~J:''';<,!l1,~l",-~;IIiW;:;cm~~.;;lIIt...,.~",i!~~<<I:''il
I CAP*"'3017A**' 23,000 TXV.I 13.00 11.00 -I .
I CAP*"'3017A*'" 22,800 TDR&TXV - 1450 11.70 58MVB060:-14 1
I CAP"'*3017A** 22,800' TDR&TXV 14:50' 11.70 58CV(A,X)090-16. j
1i!!i['i.l:f:r~liif,.;~~(l1I11lIt4\l,~"~,"W.JlO.~~"1lI"_i\\l!Ml;lIi,!{i>l'1I~~~;!!\~~'!!lI~~'~iir.l&~,
I ~~:~~:;:~:: '1!M~1~;;:'O:O (. ~,;:r~,~~1400 I 13.00 i~lr~l~=~~';~~
CNPV*2417 A ** 22,600 TXV 11.00 1
CNPV*2417A** 22,400 TDR&TXV '14.00 11.50 58MVB060-14
CNPV*2417A** 22,400 TDR&TXV 14.00 11.50 58GV(A,X)090-16
'\",-tJm, ~ ,~~', ,: ,~(, "', i~~~i.,!,1',t:ll .'1l-~i! '! "~~'k W~;; ~~~il'~: ~.~-:'~
CNPV*3014A** 22,800 TXV 13.00 11.00 I
lt~;:~~~~~:~;~~~~ilt;;;m!@~I~~~1ll~~;~~:'~)~Mj
I CNPV*3017A** 22,800 I TXV 1113.00 11.00 .'
I CNPV*3017A** 22,600 TDR&TXV 14.50 11.70 58MVB060-14 ~
_ I CNPV*3017A"'* 22,600 TDR&TXV 14.50. 11.70 58CV{A,Xj090-16 J
.3ee notes on pg..14
UNIT SIZE -
SERIES,
. VOLTAGE
INDOOR MODEL
TOTAL CAP.
BTUH
EER
FURNACE MODEL
TDRt
18-30
24-30
61.
COMBINATION RATINGS CONTINUED
TOTAL CAP. FACTORY I .'SEER . j.
IN. DOOR MODEL STUH' SUPPLIED I STANDARD I I EER FURNACE MODEL
ENHANCEMENT RATING TORt ,
"""""""l"'m_"""""''''''''<>.%;;;:''''\~'''~'''''-'-'''''I;-''''''.'''~"!tf.:'..-""",oI'''''''"""""""""""",,,,"',,:'mo>",,^NJJ"""'"
~~~'U~~'!1i;-':'~/d.~,lW~~'~~;..o~,~_#'~':!"f.'I!jLi~r;;;r;".~'.lWt.E.@'R!![i~mnlii!mm1~G~%,~;~'l"'B'lfHr,#A:t,~~"-'fi6.it~!i!lJ,;;~arf:~~~
CNPH*2417A** 22,600 I TXV 13.00 I n.oo
~~;~~~[~;;W$i~i~~:~~;~~~~~~~r,if~~l~~;~~4\:i~;J
I CNPH*3017A""" 22,800 TXV) -13.00 11.00
I CNPW3017A** 22,600 TDR&TXV 14.50 11.70 58MVB040-14
I CNPW3017N* 22,600 TDR&TXV j 14.50 _' . 11.70. 58CV(A,X}070-12
1~~11i:'~"I~Ml\l!l:'~lfj!i'#f~~~~li~Il~~J,!j,~~)lJI~\f!I(Viitil1~~~l~i!i'ill\',~J
1 CNPF'2418A" .1 22,600 1 TXV [ f 13,00 J 11.00 J -
I,,,,,,,,~,,,",,,,,!,"!,,,,,.,,,....,,,....._,~,,,,,,,~~~,,,,.(<m,,,,""""r,,,,,,,,,,,,,_,,,,,,,,"'_'~>!,\\n~.i"""'j'''''''~-~
~b"Mi..'1:';'''I'.:i.l~~lm~Wli~.i:~~!ili;J:AA"jjl.Mfm~~"I,;'J~\."r~~~m,llla~:ili<:'~~~~~'Yi'Wf"'2i3ili~~:i',;\~,_~~hit>m..'\j(1,Ig,b.:~
I CSPH*2412A**' 22,QO? TXV I 13.00 11.00 -j
CSPH*2412A** 21,800 TDR&TXV 14.00 11.50 58MVB040-14-i
I CSPH*2412A** 21,800 TDR&TXV 14.00 11.50 58MVB060-14
I CSPH*2412A** 21,800 TOR&TXV 14.00 11.50 58CV(A,X)070-12 J'
I CSPH"'2412A** 21,800 TDR&TXV 14.50 11.70 58GV{A,X}090-16 i
I CSPH*2412A** 21,800 TDR&TXV 1"4.09 11.50 58CV(A,X)110-20
CSPH*2412A"'* 21,800. TDR&TXV I 14.00 ,11.50 58CV(A,X)135-22_
~.jIM~j~~~W~~fi~[~~&~~~.!lfii'~~,~~Wl\\tf&.'m'i:1
I CSPH*3012A** . 22,000 TXV.' 1 13.00 I 11.00 ' -
I CSPH*3012A** 22,000 TDR&TX~' 14.50 11.70 58MVB040-14
I CSPH*3012A** 21,800 - TDR~TXV 14.50 11.70 58MVB060-14
I CSPH*3012A** 22,000 TDR&TXV 1'4.50 11.70 58MV.BOBO-14
I CSPH*3012A** 21,800 TDR&TXV 14.50 11.70 58MVB080-20
I CSPH*3012A** 22,000 TDR&txV 14.50 11.70 58MVB100-20
I CSPH*3012A** 21,800' TDR&TXV 14.50 11.70 58MVB12Q-20
I CSPH*3012A** 21,800 TDR&TXV 14.50 11.70 58CV(A,X)070-12
I CSPH*3012A** 22,000 TDR&TXV 14.50 11.70 58CV{A,X)090-16
I, CSPH*3012A** 22,000 TDR&TXV 14.50 11.70 58CV(A,X)110-20
I CSPW3012A" 22,000 TOR&TXV 14,50 ,11.70 58CV(A,X)135-22 I
l>W~=:;=~"","'''''''''''~:~1''"",..,.,,,,,,,,=;:'=\,,,,,,,",~,,,,,r;m')l\~'''''~'';~;~'''''''',,.':=~~;~~:',,~)
It~~i':';i1S~~~$;!'ii11"~~;;r.:"~~t:,'~l~t"i~~~~~Ul'f'~~'Ii!'.!!f2."'I\iur,'T,jti:.IE}€m'.i.~...:n~t;~~~':"iJ>-dl}"M-N:;(~.'~%M~4
I FY 4ANF024 22,600 TDA& TXV 13.00! 11.00
[ FY 4ANF030 22.800 TOR& TXV . 13.20 , 1 1.00 I
I FX4CNF024 23,000 TOR&TXV .14.00 11,50 I
[FX4CNF030 23.200 TDR&TXV 14.00 11.50 I
[FE4ANF002 23,000 TDR& TXV 14.50 11.70 I
I FE4ANF003 23.000 TOR& TXV 14.50 11.70 I
I FF1EN~024 22,600 TDR&TXV 13.00 11.00 i
I FF1ENP030 22,600 - TDR&TXV 13.00. 11.00
I FV4BNF002 23,000 TOR&TXV 14.50 11.70 j
I FV4BNF003 23,000 TOR&TXV 15.00 . 12.00 'I ' . 1
*CAP**3014N* 28,000 . TXV 13.00' 11 J j
b;~~;~%1.~'ll!"({m)~~~'iI~f=.l'i1Ol~W~~~tWi!1J~~~~~~~-!
I CAP**3017A**' 28,000 I TXV '13.00' 11.00 J
I CAP**3017A** 27,600 TDA&TXV 14.00 11.50 58MVB060-14
I CAP**3017A** 27,600 TDR&TXV 14.00 11.50 58CV(A,X)090-16
1~~~_lr.m.1t>~~1;!lM~.!!'['1'i\lI~~"""ii'$i:~\:mii\~~-~t
~g:~g I CAP**3614A** 'I' 28:000 - lXV, : 13.00 ~11.00 I .
I.. CA~:'3614~"..., 27.600 TOR&n<;:, ., 140.~ , 115? . . 5=:X,)070~,~~ . ,I
F~~~~~!"r TXV~'I :!!l~~~' . ii~f'-wI.!:iI'-",,~.'Rfl'1
I CAP**3617A** 27,600 TDR&TXV 14.00 11.50 58MV8060-14 i
I CAP**3617A** 27,800 I TDR&TXV 14.00 11.50 58CV(A,X)090-16 1
'O~~!~_~"",,,,..,,,~,,~,_"""'-=j"""&1ff' ,,,,,,,,",,~,,,,~=,,;,,,,_,"",,,,,u~_~w_m=~~,,,,,,_"',,,"",,,m,,,-~~,.,,,,~_,,,,,I
j!!tr!Mti~~~~T::l!:\*>l~t>ioK'r~.~i"1~~~w~'1i;~"'I'~'J_m'~'~irfW~r;;n;;,;'l[l&fI<1''I!~l:-!lI':~'~!'_~fr'!:l';~~6~~~~!"J\4iliCC~~~JWtr~''''''~~":11K.'I'.OO''6>1I1
,Jee notes on:pg. 14
UN[T SIZE -
SERIES,
VOLTAGE
24-30
: ,
,n
63
COMBINATION RATINGS CONTINUED
FACTORY
SUPPLIED STANDARD
ENHANCEMENT RATING
CAP*"'3621A** 27;800 TDR&TXV 14.00 11.50 SBMVBOBO-14
I CAP**3621A** 27,800 TDR&TXV 14.00 11.50 58CV(A,X)110-20
1~;~'6".:;~~4t.~~~~k~;mt~~~Jt~U;t~~~~I5~Rl.~1~K~ih~1~Hi1fai~~'W~1!g-$!f;ym\~~~~4'I~~~i~\mw.f:.g~
I CNPV'3014A" f 27,800 l.;-XV I 1 '3:00 I ".00 I J
:l!~~:;:~;~".i~11l~'[;~~'JW;~~~~1'1~\Q'~jj~~~~~!!1z:'~~~~~~il\'&.
I CNPV*3017A** 27,800 I TXV I 13.00 111.00 ~
I CNPV*3017A** 27,400 TDR&TXV 14.00 11.50 58MVB060-14 J
I CNPV*3017A** 27,400. TDR&TXV . - '14.00 .', ,~1.50 58GV(A,X)090-16
~ilIJ!)::rJ1l,lii!ll:1~i\'B~~~~W~1E~{Jltq~,;,~~&~".JI!L~iM'i!li1il~Jl'@:"'Jlmi\llffi:l'1@l!HW!!".lIll1
CNPV*3617 A ** . 27,800 I TXV 113.00 111.00 ~
CNPV*3617A*,* 27,400 TDR&TXV 14.00 11.50 58MVB060-14 ~
CNPV*3617A** , .27,400 . TDR&TXV' 14.00. ,11.50 5BCV(A,X}090-16 1
~~:l:lm~~~1':tml\'1l'W0~""'!f~);'!JijJlli'l"~ilii,'!!l!.'_~.lllil!.~~'9lfcwrl\1iill1~I1!",",~:r,
I CNPV*3621A** 27,800 I TXV 13.00' 111.00
I CNPV*3621A** 27,400 TDR&TXV 14.00 11.50 58MVB080-14
I CNPV*3621A** 27,600 TDR&TXV 14.00 11.50 58CV(A,X)110-20
1i&.:vmr~FE:~1?~,;ji;1Th~~~l?$i~$i~'liJIg~~f~..m;~i!~!\t%~;u~~:a~1i~~~1i;~~~~~~~~~
I CNPW3017A" ] 27,800 I TXV I I '3:00 : ".00
~~E;~fJ.~:~J~~~Ew~~~~~~:?~=~l~~;~~J
I CNF;W3617N; I 27,800 TXV. I ' .1' 13,00 ii.oo I' I
I CNPH*3617A** 27,400 TDR&TXV 13.50 11.20 58MVB040-14
I, CNPH*3617A** J 27,400 TDR&TXV, 14.00 .. ", 11.50. 58CV{A,X}070-121
1~~,t'-!~~~~\j,~i'&:~n~~j~\l'%?~~fi'~~~~;;J.~~,m.~~W.1.~&1~'Ji~\
I CNPF'3618W 1. 27,800 I TXV I 'I ,-3.00 I ii,or, J ~
m;.:t;~~W4~rbi.~:U~:~~~f,~m.ffj~~J~~m~~~~B,~~~~~
I cspihoi2A" I 27,000 1 TXV 13,00 11.00 -
I CSPH*3012A** j 26,800 . TDR&TXV 13.50 11.20 58MV8040-14
I CSPH*3012A** 26,800....,."..". TDR&TXV . "14.00 _ 11.50 58CV(A,X)070-12_
F"'.'F""''''''''''"'~'''''''$~~'~~''~''''''''''''''''"~;'~.~'''''''.-''!iY''''~',,,,,,,,,,,,,,."'_'"""'~'""'''''~''''_;'''''''''''''''~.'='''''''l''''
_ ~_'P;;Vj-iI1\"'M.'{k.~'I'l).';:C.~~;\'Q~.!',~'a'4~...~,l;iil::tt';~{l',;~h,,"IIJj;-C:-~RWV"~"1IJ&i~'ti:'JiJ;l:OlG':ov~t""r,.,IIJlt~.;;I:"tl'-lfJJn~"'Mt'l.~.,<t(;io~"" 1~1.,,;w.\~~'5le.!t',~]Ii,,,,,
~
CSPH*3612A** I 27,400 I TXV I . I' 1-3.20 : 11.00 .
I CSPH*3612A** 27,200 TDR&TXV' 14.00. I 11.50 58MV8040-14 1
I CSPW3612A" 27,200 I TOR&TXV 14.00 "l 11.50. 58CV(A,X)070-12 j
F'Wi1~~~~~!~;t'EJl~~~~~~~~~Jllik~~~f:ii~~f~~~~~'aYJ,~~~~~"1;4~-;@fi~~i
I FY4ANF036 27,800 TDR&TXV I 13.00 11.00 1
I FX4CNF030 28,000 TDR& TXV ' 13.50 11.20 1
I FX4CN(t3,F)036 28,200 roR&TXV 14.00 11.50 1
I FE4ANF002 27,800 TDR&TXV 14.00 11.50
I FE4ANF003 28,000 -IUr;c..~;(V 14.5011.70
I FE4ANF005 28,800 TDR&TXV 15.00 12.00
I FF1ENP030 27,400 TDR&TXV 13.00 1,1.00
1 FF1ENP036 28,000 TDR&TXV 13.20 11.00
I. FV4BNF002 27,800 TDR&TXV 14.00 11.50
I FV4BNF003 28,000 TDR&TXV 14.50 1.1.70
1 FV_4BNF005. I. 2.8,80.0. TDR&TXV. 15.00.. . 12.00. ' I'
. *GAt'''*3617A**- I 34,000 TXV .'. 13.00 .. 11.00 . .
1~~~!~I..lI<'~6~f"'!F~I.'" fi.J"'''''~I''.' .,_. _'l!:t~;ltll: ~1~1'''~$7ffI,,~J,.-~~it<rl1
i~~~~;i~~;<i_l-ij:~'~T=:~'~l~~.'.~I!Jl!~1t~.iilI~~~~
I C,i\P**3617A** " 33,600 TDR&TXV 14~OO ,I 11.50 58GV{A,X)090-16 1
:g~!r~"Wlm~~L.il~=~'-~50 . '-k$I~:~~I~'1f!~I. :M::=J
I CAP**3621A** 33,800 TDR&TXV _ 14.00. _ 11.50 . 58CV(A,X)1 ~0-20 __J
f-~~~ltj't~!2l~'!~~,~~' .::tf.':~~iI'll;):~afl!"J:~~~~9~~~_~r~ij!;"_~~~!!';1
r CAP"4221A" J. 34,000 1 TXV I I 13.00 /".00 I
ICAP**4221A** I 33,800 TDR&TXV 14:00 . 11.50 58MVB01::I0-14 I
I. CAP**4221A** 34,000 TDR&TXV 1400 i 1150 58CV(A,X)110-20)
I~~~~I' 34,~8ii\\l.'Jll-I-~~~-l!! --'~l1I\l~3~..;i"~~I"!lm.l/f;i~J1'_1l;&\\[t,j
1 CAP**4224A** 33,800 TDR&TXV 14.00 11.50 58MVB040-14 j
1 CAP**4224A** 34,000 TDR&TXV 14.50 1170 1 5I::1Vv'(A,X)135-22
1~!f:~~:llk~~'ll~il'r~-.'ti%~~~.~.~" ,~. ~ ~t~l):l~W? ,,' i'ft1Ji~~'VI1.~,i@.\-nni~1tt1!
I CNPV'3617A" I 33,800 1 TXV I l:3'00 1"'00 j I
I CNPV*3617A** 33,200 - TDH&TXV 1350 1120 58MVB060-14 I
I CNPV*3617A** . 33,400 ~ TDR&TXV 1400 1150 58CV(A,X)090-16 J
r'.!~{i!'~~:~~-I-~r~l'~-"\I re;:>I_lI\ll>.\1!'l~I'" 1~~~:1~~1 ilMM,"V,.,l;ljI1!(l!;1;!~1
1 CNPV*3621A**' 33,600 I TDR&TXV 13.00 11.00 58MVBOBO-14
See n9tes.l?n pg. 14
UNIT SIZE -
SERIES,
VOLTAGE
30-30
30-50
36-30
36-50
36-60
:fSEER
I
,FUF!NACE MODEL
INDOOR MODEL
TOTAL: CAP.
. BTUH
TORt
EER
~, .
. - ,;.;.
61.\
COMBINATION RATINGS CONTINUED
UNIT SIZE -
SERIES,
VOLTAGE
36-30
36-50
36-60
42-30
42 -50
42-60
FURNACE MODEL
INDOOR MODEL
TOTAL CAP.
BTUH
EER
FACTORY I ,SEER
SUPPLIED I STANDARD
ENHANCEMENT RATING TORt
CNPV*3621A** . 33,800 -2.DR&TXV" 13.50. .L 11.20, 58GV(A,X)110-20
/lil~~.if;(&~U~~~~*~~~~,~~~'iW~Wa~~~~m}~~:mr.~~~g~.1~~~.r~~'r.N~"I~
CNPV*4221A** 34,000 TXV '13.00 111.00 .
CNPV*4221A** 34,200 TDR&TXV 14.00. 11.50 58MVB080-14
I CNPV*4221A** I 34,600 TDR&TXV 14.50 . ~1.70 5~S:V(A,X)110-20
~~~ ;,~~;11;~~~~~~~~.g~~~m~i,~_!",,~~~~~'mr{fti>>~~~~:,)EM,~'mf~.Jl~~g~~[;'1
'CNPH*3617A** 33,800 TXV' 13.00 11.00 1
l.~ml;;J,~~~~~~~","Jl~;~nv~~~~~~~~i~!~.~~~~:~r~;~~~j
I CNPH*4221A** 34,000 TXV 13.00 11.00 -
I CNPH*4221A*" 34,200 TDR&TXV 14.00 11.50 58MVB040-14
CNPH*4221A** 34,400 TDR&TXV 14.00 11.50 5BMVB060-14
CNPH*4221A** 34,200 TDR&TXV 14.00 11.50 58CV(A,X)070-12
'~~.>>J:~:vl~~~~~~~~~:~~~ tmm.~t\~~1tt'i~:1!ft~~:i.~~~~ ~~K~1M~~
CNPF*3618A** 33,800 TXV 13.00 11.00
!:M;. >. ;JliIf'~~i\l\'~l\iil,",," ~~~'"!l1fI.lii\;~~~llili:mw~1J!~EiIlllJ;;;""a!i~Jll1I;.~1
CSPH*3612A** 33,600 TXV ,. 13.00 . 11.00 J
CSPH*3612A** 33,200 TDR&TXV 14.00 11.50 58MVB04D-14 j
CSPH*3612A** 33,200 TDR&TXV 14.00. . 11.50 .58CV(A,X)070-12
A~i!.\liliW~fI~!ANi"'!ijllji'f"'W!j&'\'i!~~ti;!~mf1ll<"m~i!\'!,'f"Jil'!li1ll>1'7...,';;~ti!'ill!ic~~"If;llimll!i<~!~~1
I CSPH'4212AH I 33,800 TXV I I 13.20 I 11.20 I I
i~;;'~;~~~"~~~~~"iw~~i~~~~~'~>M~,~,~Wi~;~~~~:::~~i~~j
I FY 4ANF036 33,800 TOR&. TXV . 13.00 11.00 . 1
I FY4ANF042 34,400 TDR&TXV 13.00 11.00
I. FX4CN(B,F}O;~ 34,400 TDR&TXV 14:00 ~
FX4CN(B,F}042 34 BOO TDR&TXV 14.00 11.50
I FE4ANF002 33,600 TDR&TXV 14.00 1,1.50
I FE4ANF003 34,000 TDR&TXV 14.50 11.70
I FE4ANFOO5 35,000 TDR&TXV 15.00 12.00
I FE4ANSOUb 35,400 TDR&TXV 15.00 12.00
1 FF1 ENP036 :;:;,000 TDR& TXV 13.00 ~
FV4BNF002 33;600 TDR&TXV 14.00 11.50
I FV4BNF003 ::l4,UUU TDR&TXV 14.50 11.7/')
FV4BN~OU; 35,000 TDR&TXV 15.00 12.00
FV4BNB006 35,400 TDR&TXV 15.00 12.00
"C:i>.;:::'-;'d1A** 41,000 TXV 13:00 11.00
CAP**4221A** 40,000 TDA&TXV 13.50 ----ri"20 5BMVBOBD-14
CAP'"*4221A'"* 40,500 TDA&TXV 13.50 11.20 [.BCV{A,X)110-:-20
~~~~~?!~~rtA~~~"~W.l~~.~~~Mllici~~~#l~ff.ilt~~.l_\tr.&i~wtl~;!;~:;~lt~~>~~~~~~...~mii~'~ :i1
CA~'~*4224A*" '-;'u,uOO TDR&TXV 13.50 ~ 11.20 58MVB040-14 I
CAP**4224A** 40,500 TDR&TXV 14.00 11.50 _58CV(A,X)135-22 I
I~~\@-(t~":",,,"~~ __ . .~,1~'lJ!f~'~~~]%-m~\};}.?J.:tl'lf~ m ,-~!It:!;!i; ~!!!':&!f~f~~~mq;,1~~jSk~1~~I'
1 _ CAP**4817A** I 40,000 I TXV 13.20 1~ I
~**4817A** 4U,000 TDR&TXV 14.00 . 11:;0 I 58MVB060-14 I
I CAP**4817A** 40,000 IUK&I'XV 14.00 _ 11.50 I 58CV(A,X)090-16 I
1"'l"(IK'"_=:rl"J;\:-1'''"'''"'''IIO,,,",'''mr,_~-~~oiN,~.l!II~ _, lI'i1.:,\fI~1'!!:;: ,"'~l":r;1::1~'mraM.lliL~"'~'~'~~A".::--;' .-",-",,_~~(;;?:,,~w,. ". ~_;"'6.,,",,"';~"SlI;_"H""_-l~"\~1
~.~~"",:i.'!"'i'<:.W4~~l~;>"J.~~,,,:.'!'~~,~~(~~'I::!;..t~j{,!l ~1~'H~<f'.~~r'....n=~"l'_"-~31~~ _~',n~,,~ ~~. !lIl""!>~-""-'-'. """'-~. ",,,,,
I CAP**4821A"" I 41,500 TXV '13.20 11110
I CAP**4821A"~1 4U,OOO TDR&TXV 13.50 11:20 58MVBOBO-14 I
CAP*"'4821A*'" 41,000 TDA&TXV 14.00. , 11.50 5BGV(A,X)11D-20!
:~~!r~'i~~~1~~~~:;:~-~t~~:~1~1~~20.-y.!'~~r~ >'::=4~-14 I
CAP**4824A** -41;000 TDR&TXV 14.50 11.70 58CV(A,X)135-22 1
r1~i~': i :~'rr;ik~~' ;;~w~~~~~~''': !l]~"~:;~;~~'(~l
1jll1;\\~~~-'1~'!;:~~~~~"l~!\lIili1ll!""'!!i"!lo/'$~"!>_~~~~~~"'L~I'!_J.'''''~\llW''';;''!:
CNPV*41j~'A^;': 40,500 TDR&TXV 13.50 11.211 58MVi1U~O-14 I
CNPV*4821A** 41,000 TDR&TXV 14.00 11.50 58CV(A,X)110-20 I
,~W~~!:!::SW~~'I'l!~E7ff~~~~~~~_,m:'W;:~~~J~~jm!i!tt~~~l::::~::::1~~~1
I l:Nt--'V*4824A** 40,500 TDR&TXV.. 14.50 - I 11.70 58CV(A,X}135-22 I
1:~,.~'t~~"','~?n';:,r,""'''l:'IW:',l):'''-!'';''';-'1''''''i:!-;l,'-O:~''''Il.,,"-.oJ~U!!;"i"~.i!',::l;>:;.i'~"'M.f~lhl'e>;t-'~"""-I<t';~"~~'''~II>~''~'fl',ll.l<','IIJ\''l':;<';''litl';~w...ll~~,_",
="":.n_",~n~--'l~-'flt.J.JF-"1:<'Jl':I_'
fJjO'J~'!c-N"'k;:t~;iA;-;,r:!!.tl:lll,m:.~'~""""~~""cjb~-TI:!l'llN~~"~i'~~-""l'f,::-,'II1<"~!1<~~~""'lill~;;IU",'ll;I<1Io.'-';'rriti~~'~l"':llt~..:",~;ornf!Jll'.!""J..'")."''-''-'i!VJ'1
I g~~~::~~~::. . :~:~zz I ~g~!~.. r . . ~;~~I ~~~~. I 5:~~(~~Z~~:~~2 i
.Mt~<~ _'!/'m.rt.#,.$.1XlW;*:~JGl':nWM'~'w.;r-~~~~~Jfm~'.v.":irl\~'l.m?&,~!!::X{t,'t.~~~w!mi\IR::<J":if~1!t~'W.R~r
. See notes on ~g.14, - '\
- .:, ,
12
.- ~, .
..
"
COMBINATION RATINGS, CONTINUED
55
FACTORY STANOA-"RSOEER EER .1
SUPPLIED FURNACE MODEL
ENHANCEMENT RATING TDRt ~
CNPH*4821A** 41,500 TXV . 1320 11.00
I CNPH*4821A** 40,500 TDR&TXV 1350 1120 58MVB040-14 i
~H*4821A** 41,000 TDR&T)(V 1350 1120 58CV(A,X)070-12 l
1m.t~~~~~~W'~~~ij;~lJ1f!,*,~,1i}~~~"i"-i..~t~~1f~~~i~1fff;l{j~~~R~~~~i,\.1'j~~.}',y~tfEW!i~
I CNPF'4B1SN' I 41.500 J TXV I -1 13.20 .I 11.00 .1
I"""''''''"''''''''.''''''''''''''''''''''''''''''>'''''. ." .""" ""m.. "'''''^_''i~'~.''''"''.''''''', ,"""""'."" """"~." --.' "'~j",=,,=","_",a,,.~;~~".'~"~'~. .~ . ..,,~.
,~1I'I@:~'W:',!'''''rl1.~..l~n.w.;',',w.-'''i;~:'lL''J,.ltfUi~,~~1til4 ~;uJ>:6!:"'~""",,,,~,_'SJr~~'~,,,,,,"l'~~..,~"'i\~~~;~O'Ji?,1':rc-,,..~,~~'Ioi'i!>Jl.j,'ftl;rof.',~~~l-IWll.tl$Jt_;~>:.iaWl1fl
CSPW4212Au 40.500' TXV- - .. 13.20 I 11.00 j j
i~~E~:~;~~~~1~J!~~~~m~i~~~)~~~U1w~~~tm~1;:;;~~~8i
I CSPH*4812A** 41 ,000 I D<V I 13.20 11,00 I j
I CSPH*4812A** 40,000 TDR&TXV 13.50 , 11.20 58MVB040-14
~~='l;~~~~~~0.~~~N''0I~~~~fwJg'~~~''~~il1f\W,j\~=~~~
I FY4ANF042 41,000 TDR&TXV 13.00 11.00
I FY4ANF048 42,000 TDR&TXV 13.20 11.00
I FX4CN(B,F)042 41;500 TDR&TXV 13.50 11.20
I FX4CN(B,F)048 42,500 TDR& TXV 14.00 11.50
I FE4ANF003 40,500 TDA&TXV 14.00 11.50
I FE4ANFOQS 42,000 TDR&TXV 14.50 11'.70 1
I FE4ANBO06 42,500 TDR&TXV 15.00 12.00
I FV4BNF003 40,500 TDR&TXV 1400 I 1 1150
I FV4BNF005 41,500 TDA&TXV 1450"1 1170 1
I FV4BNBOQ6 I 42,500 TDR&TXV 1500 I 1200 . ~
*CAP**4821A** 46,000 TXV 1300 11.00
IlW'"'tJ!ir'1j1-&\\il>\~~..!lI'I'Jl.lli\j''til.~~)llij!l.$ii!!li!!!lmiW$!h-:m,~mk~:l'iM~~C~~,llm!i"'1Jt~Ill>~
CAP"4B17A" I 45,500 I TXV 1 l 13.00 I 1100 I
CAP**4a1~fr . 45,500 ,I '-~M&TXV - 13.50 . 11.20 ,58CV(A,Xl090-16 1
~~JmfI~~~~~:F~~.t.t;~{[:~~~[&'~~t~~~'~~rJJ~rllB~",~~~ru;~f'~'fJ.~''\~~1~~'1.lW':'~31
I CAP**4821A** 4o,UUU I luno..TXV 13.20' I 11.00 58MVB080-20' 1
[CAP**4821A*.* 45,000 TDR&TXV 13.65 ,11.40 58MVB100-20 I
CAP**4821A** 45,000 TDR&TXV13:50 . J 11.20 58CV{A,X)110-20 I
W.~~.l:tmi~t~ ;;I. W~~~~~\~~.ii~~j~~~~Tr#-~_H~~M1,~~f~m~~
CAP**4824A** 46-:000 TXv .: _I 13.00 11.00 I' I
I CAP**4824A** 45,000 TDR&TXV 13.50 - 11.20 58MVB120-20
:~::;~;J~~~':~;"!:'JIJll~~;;~';:'(''\!li~'~~~>1i.,"&r~~~1I:\_~:=~~ .
I CAP**6021A** 47,000 TXV '113.20 11.00
CAP**6021A** 46,000 TDR&TXV . 13.50 11.20 58MVB080-20 j
~1\=;~>>':lli!.ii!~-"'1~~~'TM"~;:"M~'1"'-~:M'1!i&~~=~>t<J
: . g~~-:~~~~:~:~ I :~::~ I 'TO:tXV' 14.00 '113".20 ~I' ~~:~~ I 58MVB120-20 1
I CAP"*6024A** 46,500 -I-DR&TXV 14.00 ,11.50 58CV(A,X)135-22
~J-::-'~?~I'::!~I"~~:::::o. .]
CNPV*4221Au 44,500 J IUH&TXV. .13.50 11'.20 58CV(A,X1110-20
,!iWE~~:~~~~>-'1f~ifi!~~~:-r~'::~"l~f~:r~';OT~::::-~1
Ig~;;;~~I. . =;~II.,.- ~~~e~J..f~~:~~"'l-I'" "13~~1'~~~~~1. ..:.~~~~~
CNPV*4824A** 45,600 TDH.&TXV 13.50 . 11.20 58MVB120-20 I
CNPV*4824Au . .45,500 TDR&TXV 13.50 '11.20 58CV(A,X)135-22 1
~~(?~~~_~~~~"~{'_1'W~JJ!\l!ll~_~~~;t<:1l~__~"'-iI&'1
i~E~~~~W;:ij~L5~a1<~~~~i~_L~~~L~l-!,=r:~~~~~'
I CNPH*4821A** 46,000 rx:v' 'I 13.00 I 11.00
I (;NFd~4821A** 45,000 TOR&TXV 13.20 11.00 58MVB080-20
I CNPH*4821A**' 45,000 TDR&TXV 13:50 111.20 58MV8100"-20
I GNfd*4821A** 45,000 :':I?~&!:XV 13.50 I 11.20 58CV(A,X}090-16
\~~~;~~~;:~~~~~~~~tr~a-=;~,w&~~:;~~~~~~~i~~~~~~~~~~~;~~t\~
I CNPH*6024A** 47,000 TXV . I 13.20 111.00
I CNPH*6024Au 46,~00 '1uMb'-,xv 13.50 I .11.20 S8MVB080-20 1
L _~PH*6024A** - 46,000 TOR& TXV . 13.50 11.20 58MVB100-20
l~~E~~~~~~-lEl~~~-ll!~;~-Jr~!~~a~ELwa~
. 1 CNPF'481BA" I 45.000' I TXV r I. l:i.OO I 11.00 I J
.. se~:not~s ~n.pg.]4 . . .' .
UNIT SIZE -
SERIES,
VOLTAGE
42-30
42~50
42-60
48-30
48-50
48 -60
INDOOR MODEL
-TOTAL CAP.
BTUH
^~
Sb
COMBINATION RATINGS CONTINUED
FACTORY :SEER '
SUPPLIED STANDARD
ENHANCEMENT RATING
~.i6~~.f1l~"tSl:tmr.~<ltl~~~if_~~~,t" ~\tf~JmrWt~v~~~r~~\.it1:!~~~Q~~-~~~~~Jfi1*~':;>fll
CSPH*4812A** 45,500 TXV 13.00 11.00
CSPH*4812A** 44,500 TDR&TXV 13.20 '11.00 58MVB08Q-20 J
I. CSPH"4812A** ,44,500 TDR& TXV _ _ 13.50 . 11.20 58CV(A,X)090-16 ~
i=~'~~j.'~'::~I~~~=ITi~l~~~~;:~I~l~~~~~~r~I' ..i::::~1
I CS:~,*6,~~:~** ~ ," 4~,OOO~.",.__,~.~ TD~I&~k "..,._.~~':O ;.fj:"tJ c .~....I.l:;2.0 .. ",~~C~(~'X)?190-~
~~.,,,:,.IJ!'".,,~\f;,1i"~""'11ILi'>!"J!i~,~ml!)~l\}1i;,1'!I~!M,~i1IIF'~'l'~~,,,"1~jfu~,l!jr!"R'IJ,
I FX4CN(B,F)048 4/,UUO TDR&TXV' 13.50 11.20
I FX4CN(B,F1060 47,500 TDR&TXV 14.00 11.50 .
I FE4ANFOOS 46,500 TDR&TXV 14.00 11'.50
J FE4ANB006 47,000 TDR&TXV 14.50 '1.70
I FV4BNF005 46,500 TDR&TXV 14.00 11.50
I FV4BNB006 47,000 TDR&TXV 14.50 11.70
I FY4ANF048 46,000 TDR&TXV 1 1300 1100 I
I FY4ANB060 46,500 TDR&TXV 1 1320 1100
I *CAP*"6024A** 57,500 TXV I 1300 1100
mE~~l:'€i~jX!~k1T~~i!f~'Wt.i.~ji~mWir~~~Jm~~\1m&~'JL~A~~~W'Jif~;r~~,:~~!"~j
I CAP**6021A** r - 56,500 I Txv I :i 'I 13.00 j 11.00 I. -
:""",,'::;:~~~~~'t'~:'-:~Jom.~~~~\mi~fil\l<lt~;:~W:.~=~.J
I ~ CAP**6024A** .1 56,500 [ TDR&TXV l 13.20 I 11.00 I 58CV(A,X)13S-22 ~
I CAP**6024A** 56,500 TDR&TXV 13.50 11.20 5BCV(A,X)155-22
1~~"()}~~i,i~wif.~~mf:f1~'~~~~lm;i~1'~' ~ ",~ZE- ~,,:~~~~iW\t~.ruf.!W~~N:~~Wf~:'g
I CNPV'6024A" I 57,000 -TXV. I : 1300 11.00 I
I CNPV.6024A** 56,000 TDR&TXV I 13.50 J - 11.00 -I 5BCV(A,X)135-22 1
I CNPV'6024A" . 56,500 TDR&TXV 13.50 11.20.1 58CVIA,X)155-22 !
1~~;'~~?'~~tJ.~Fi9':~.a~~~~;;J~'fim~~m~>>iiY~~i;:'1tli~'i~n~~~'t:'jl:[~*r.t'1:ill;,.~~J
I CNPH*6024A** I 56,000 TXV'\ ' 13.00 11.00 J
I CNPH*6024A** 56,000 TDR&TXV 13.50 11.20 58CV(A,X)135-22
I CNPW6024A** 56,500 TDR&TXV 13.50 11.20 58CV(A,X)155-22
r1E~f~~T-l~ritr;~;~~~;rt~~~;~~:.!~i~~~~;;~~1
I CSPW6012A** 55,500 l TDR&TXV 13.50 _ _____ 11.20 58CV(A,X)155-22_
1llli'r!''@;'''r-.iJ'i~~~,~~V~~_~_~~~~W~l'~&!lt~~~l'''~~n'
I FX4c"tiis,R060 .. . 58,000 TDR&mi 1320. li.oo -
I FE4ANB006 57,000 TOR&TXV 13.50 1120
I FV4BNB006 57,000 TDR&TXV 13.50 11.20
I FY4ANB060 56,500 TDR&TXV 13.00 11.00
'" Tested combination.
t In most cases, only 1 'method should be used to aChiEwe TDR~unction. Using more than 1 method'in asystem ma'y cause degradation in periormance. Use
either the accessory lime-Delay Relay,. KMTD01 01TDR, or a furnace equipped with TDR. Most,Carrier furnaces are equipped with TOR.
NOTES:
1. Ratings are net values reflecting the effects of circulatin9.fan motor heat: Supplemental.eJectricheatis not included.
2. Tested outdoorlindoor combinations have'been tested in accordance ~ith DOE test procedures for central air c~nditioners. Ratings !Dr other
combinations are determined under DOE computer simulation procedures. . . .
3. Determine actuCl;1 CFM values obtainable fo~ your. system by referring to fan periorm-ance data in fan coil or furnace coiLliterature.
4. Do not apply with capillary tube coils asperfoimance and'reliability" are significantly affected. .
EER - Energy.Efficiency:Ratio
~EER - Seasonal Energy Efficiency Ratio
TOR - Time-pelay Relay
TXV - Thermostatic Expansion V~Jve
UNIT SIZE -
SERIES,
VOLTAGE
FURNACE MODEL
TOTAL CAP.
BTUH
EER
INDOOR MODEL. '
TORt
48-30
48-50
48-60
60-30
60-50
60-60
j
I
~ ..,'
.. '"'. .... ~ . ."'~'."
.'M
. :!',.,::.'.'.
. - ~ '.' -. ""'-"", .. .
, "
~ A"
..,,".
:....,.'..".. 'I'.' .:-:~j~.,-""'" .' I" ....).,,"..." .....,
S'1gJ!~.' ~,::,., "'c ..... '.'. .: .1,.r;, ,::;:.; ":.' '5.;'i~'.
'9mfq,i't: !:i~ri~sJ 3' JtI~a,t' ~Lirnp.'., :. ':':1" . : ":'. (. '..:;~'" .:,'':<f:' '
_J!J!'P.I1r~>!l~'R~fr!g~~~p~',:' ':..:::.::....:~.;. :''1::/'' ;:...}1-:::'::',:.:': :.:t,i;,cr>
Izes 18 'To 60 ..... d. ." .... "." "''', .. .. '..' , . ....
'':;''''1'/2 Tois'Nol1i:nal Ton~' '::;:\::~':::;r';',.':'..):< ...::.::~::.,
w., -'iI,.<(',. _ --;.'-: .,' I ' . _ .. ':', ..- 'I .' ~ ..,. 1- '--','
61-
~
Turn to the ExpertS:
"'..,
Product Data
~
Puron.
A04030
1he........onm""laIlysoundrefritje<a/l1
Comforf
SERIES
Carrier's- heat pumps with, Puron.@ refrigerant provide a_
cone~cti~n of features unmatched by' any other family of.
equipment. The 25HCA has been designed utilizing Carrier's
Puron refrigerant. The environmentally sound refrigerant allows
consumers' to make a responsible decision in. the protection of the
earth'~ ozone layer.
As an Energy Star@.Partner, Carrier CorporatioI1 has determined
that this product meets the Energy Star@ guidelines for energy
eJficiency. Refer to the combination ratings in the Product Data
for system combinations that meet Energy Star@ guidelines.
.~.
<
INDUSTRY LEADING
FEATURES / BENEFITS
Efficiency
. 13 SEER/ 10.1 - 10.8 EER/ 7.7 - 8.3 HSPF (Nominal)
Sound
"
Comfort
.
Microtube Technology"" refrigeration system
Indoor air quality accessories available
.
. Sound level as low as 74 dBA
System "supports Thermidistat"" or standard thermostat
controls'
Reliability
.
.
Puron@ refrigerant - environmentally sound, won't
deplete the ozone layer and low lifetime' service cost.
Front-seating service valves
Scroll compressor
Internal" pressure relief valve
InternaFthermal overload
High pr'essure'switch
Loss of charge switch
~ilter drier
.
.
.
.
.
.
.
. Balanced refrigeration system for maximum reliability
Durability
WeatherArinor"" 'prote'ctio~ package:
. Solid, ~~rable,sheet metal construction
. Steel louver coil guard
. Color matched, ceramic i::oated cabinet. screws
. Baked-on, complete co,jerage, powder paint
Applications :'
. Longline - up to 250 ft. !otal equivalent length, up to
200 ft.~ condenser above evaporator, or up to 80 ft.
evaporator above condenser (See Longline Guide for
T?ore iri~ormation.)
. Low ~bient (down to ..,.20.oP) with accessory kit
Warranty
Sin!Jle-Ph~se
. 10 year,limited compressor wa'rranty
. .5 year limi.ted parts.warranty
Jhree- Phase
. ~ year limited compressor warranty
. 1 year. limited parts warranty
: .' ,:, . I :~::-. ;. ., ;,:.... :"~
".1 .- ,,;. .~..
~
s<6
MODEL NUMBER NOMEN~LATURE
1 2 3 4 5 6 7 8 9 10 11 12 13
N N A A NN N N N NN NN NN N N
2 5 H ..c A 3 3 8 A 0 0 3 0
Product Product Tier Major SEER Cooling Variations Open Open Voltage Minor
Series Family Series Capacity Series
3==208{230-1
25 == HP H == RES HP C=Comfort A = Puron 3=13 SEER A == Standard O=Not O=Not 5=208/230-3 0,1,2...
Defined Defined 6=460-3
"
i\
.!l
2
.',"
vi
18-30
158
181
I.
24-30
183
210
PHYSICAL DATA
I
42-30, 50, 60
263
295
5.25
5.9
30-30,50
226
258
7.6
2614
1/10
800
25.87
20
r
6
3/4
3/4
I 36-30, 50, 60 I
231 .
263
Scroll
Puron@ (R-410A)
TXV (PuronHard Shutoff)
I 7.65 I
Propeller Type, Direct Drive
48-30,50, 60
283
313
60...,.30, 50, 60
299
331
[UNIT SIZE - SERIES
I Operating Weight Jib)
IShlpplng Weight (lb)
ICompressor Type
IREFRIGERANT
I Control
I Charge (Ib)
I COND FAN
I Air Discharge
I Air Qty. JCFM\
I Motor HP
I Motor RPM
I COND COIL
I Face Area (Sq. ft.) I
I Fins per In. I
I Rows I.
I Circuits I
I VALVE CONNECT. (In. 10\
I Vapor J
I Liquid
IAEFRIGERANTTUBES* (In. 00)
Vapor
(0-80 fl. Tube Length)
Liquid
(0':'80 ft. Tube length)
... For tubing sets between 80 and 200 ft. horizontal or 20 ft. vertical differential, consult the Longline Guideline.
Note: See-unit Installation Instruction for proper installation.
Vertical
2196
1/10
1100
, I
2614
1/10
800
3365
1/5
800
I.
13.13
25
1
4
15.09
20
1
5
25.87
20
1
6
5/8
5/8
3/4
3/8
3/4
3/8
VAPOR LINE SIZING AND COOLING CAPACITY LOSS
PURON I-STAGE HEAT PUMP APPLICATIONS
LONG LINE APPLICATION: An, application is considered
"Long line" when the total equivalent tubing length exceeds 80
ft. or wh~n there is more than 20 ft. vertical ~eparation between'
indoor and outdoor units. These applications, require additional
accessories and syst~m modifications for reliable system
operation. The maxilT!um allowable total equivalent length is 250
ft. The maximum vertical separation is 200 ft. when outdoor unit
Acceptable ~ Cooling Capacity Loss (%)Total Equivalent line Length (ft.)
Vapor Line. .'
Unit Nominal Size (Btuh) Diameters' Standard ApplicatIOn Long Line ApplicatIOn Requires Accessories
(In. 00) I 25 50 80 125 150 175 200 225
I 1/2 1 2 3.
I 5/8 0 0
I 5/8 0 1
I .. 3/4 0 0
5/8 1 2
I 3/4 0 0
I 7/8 0 0
I 5/8 1 2
I 3/4 0 0
I 7/8 0 0
3/4 0 1
I 7/8 0 0
I 3/4 0 1
I 7/8 0 0
I 3/4 1 2
I 7/8 0 1
I 11/8 0 0
Standard Length:= BO n. or less total eqmvalentlength
mpG~lImml~t~eat~~woflg:~lJ\~~~~0rJ~;imf~~w.{e.t1 ~
:A:p.lllcatlbns!ln;thiillil..~maYm.~)(~l . ..
~on .llIn"i.'!~'l~rNg'~tibii1t>~@'fjiirt1fsi~,
18000
1..,-Stage Puren HP
24000
1-Stage Puron HP
30000
1-Stage Puren HP
36000
1-Stage. puron HP
42000
1-Stage PuronHP
48000
1.;...Stage Puron HP
60000
1 -Stage Puren HP
5/8
5/8
is above ini:lqor unit, and 80 ft. when the outdoor unit is below
the indoor unit. ~efer to Accessory Usage Guideline below for
required accessories. See Long-Line Application Guideline for
required piping and system modifications. Also, refer to the table
below for the acc~ptable vapor tube diameters based on the total
length to mini~ize the cooling capacity loss.
1
o
3
1
o
4
1
o
2
1
2
1
4
2
o
,
"
,.
it>
. A- WEIGHTED SOUND LEVEL (DBA)
I
I
UNIT SIZE
STANDARD.
RATING
74
74
74
74
74
74
74
lB-30
24-30
30-30, 50
36-30,50,60
42-30,50,60
48-30,50.60
60-30,50,60
125
52.5
54.5
53.0
55.0
55.0
57.5
53.5
TYPICAL OCTAVE BAND SPECTRUM (without tone adjustment"
250 500 .1000 2000 4000
60.5 68.0 .68.5 64.5 60.0
63.0 66.5 66.0 64.0 60.5
60.5 66.0 67.5 64.5 61.5
62.5 67.0 . 70.5 62.5 60.0
60.0 64.0 67.5 61.5 60.0
64.5 67.5 .69.5 66.5 61.0
63.0 67.5 . .70.0 63.5 60.0
CHARGING SUB COOLING (TXV- TYPE:EXPANSION DEVICE)
I . UNIT SIZE-SERIES . REQUIRED SUBCOOLlNG (OF) I
I 18_3010 I
I 24-30 12.1
I 30-30,50 11 I
I 36-30,50,60 . 10 I
I 42-30,50, 60 11 I
I 48-'30,50,60 11 I
I 60-30, 50, 60 12 I
. t' .
,
BOOO
54.0
51.5
53.0
52.5
55.0
53.0
55.5
~()
DIMENSIONS
~ UNIT SERIES ELECTRICAL A B C D E F G H J K L M N P
CHARACTERISTICS
I 25HCA318 0 X 0 0 '0 253{4" 3113/16" 33/4' 5/8' 47{16' 211/4' 91/8' 11/B" 313/16" 213/16' H2' 101/4" 103{4" 1'"
I 25HCA324 0 X 0 0 -,,0, 313/16', 2815/16" 33/4' 5/S' 69/16" 2411/16" 91{S' 11/8" 313116" 213/16' lf2' lS5le" 16314" 141/2'
I 25HCA330 .0 X 0 X 0 313{16" 4515/16" 33/4" 3/4' 69/16" 241l/1S' 91(e' 11/S' 313/16" 213116' 1/2' 201/4' 173/8" 183f4'
I 25HCA336 0 X 0 X X 313/1S" 4515/16' 33/4" 3/4' 69/16" 2411/1S' 91/8' ll/S" 313/16" 213/1S" 1/2" "" 14 3/4' 203/8"
I ?5HCA342 0 X 0 X X 35" 391/8" 37/S' . 7/8" BgllS' 28 7f16~ 91/8' 11/S' 313116' 215{1S' '5{8" 171/4" 191(8' 153/4',
I 25HCA348 0 X ,0 X X 35" 325/16" 37/S' 7/S" 69/16" 287/16' 91/8' 11/8' 313/1S" 215/16" sla' 19" 19" 141f2'
I 25HCA360 0 X 0 X X 35" 391/8" 3?/S' 71B' 69/16" 287/16' 91{B" llfB" 313/16' 215/16" 5/B" "" 19" .19"
0 0 0 0 X=YES 1. Allow 30' clearance to S€lVice side of unit, 48' above unit, 6' en one side, 12'
00 00 00 "00 0", NO
, , , "
, ~ ~ on remaining side, and 24" between units for proper. airflow.
, , ,
0 0 0 0 Minimum outdoor operating ambient In cooling mode is 55 of, 125OF.
~ ~. ~ 00 2 m",.
N. N N ~
, " 3. Series designation is the 13th position of the unit model number.
00 0
0 N 4, Center of gravity ~.
N
Aso
I
~~-=-.
~===-" ~
'00.. "lIL. --:....\
-
-,
:\11"
I~
i.ll'-~I
1
,
I
i,l
AIROISCHARGE
\
.~ FI~~~p~~N~~~~.~. ~
!ZlTlIJ'IIOlE
F'IElOPOWER SUPPLY CON",---. ~"'"
1IS111l"HOL['ITH~
iZ\lll11"IlNOCIlOUT
1IS3Ie'--..1
LIQUID LINE CONII. \j
I
. C 3112'
j I
~DYAPORLlNECONN.~
AIR IN-
, ~i
,
-AlRIN
N
, L.1
I
J I
1 LJ
,\
Hj~ _
I
E
I
lIll'TI[[)OII'NKNOCIlOUrs
{21PlACES
UNIT SIZE
18
24, 30, 36, 42 .
48,60 I
MINIMUM MOUNTING
PAD DIMENSIONS .
26" X 26"
31 1/2" X 31 1/2"
35" X 35"
..
Cl"
-
l1li
25HCA BALANCE POINT WORKSHEET
80
70
60 .
50
40
. 30
o
20 .
10~;
j "
O.
-10
o
70
10
20
30
40
50
60
OUTDOOR TEMPERATURE, ~F
,.
23.4
20.5
17.6
14.6
"
~
11.7
B.8
5.9
2.9
6.0
BO
A05l:107
0-
~
p
COMBINATION RATINGS
I
I
ARI Standard Ratings
Heating
SEER High Temp I Low Temp Furnace Model
TOR EER E capaC-j E C p. H Capac- H HSPF
ify .., - 0 ity COP
I *FY4ANFOt8 17,100 TDR&TXV 13.00 10.50 18,000 3.36 10,900 2.24 7.7
L. FE4ANF002 17,700 TDR&TXV 14.50 12.00 17,200 3.64 10,500 2.48 8.2
I FF1ENP018 17,100 TDR&TXV 13.00 10.50 18,000 3.38 10,900 2.26 7.7
I FF1ENP024 17,400 TDR&TXV 13.20 10.70 17,900 3.44 10,900 2.28 7.7
I FV4BNF002 17,700 TDR&TXV 1450 1200 17,200 3,64 10,500 2.48 82 1
I FX4GNF018 17,500 TDR&TXV 1450 1170 17,600 360 10,500 238 80
I FX4CNF024 17,700 TDR&TXV 1500 I 1200 17,400 366 10,500 242 81 I
I FY4ANF024 17,200 TDR&TXV 1300 1 1050 17,900 338 11,000 226 77
~~"9~b~iiii'1~{~~lk~H'm~~~film~1~;~~~~tr.~.tt~*-J~~~~~~~~
I CAP:;'*181-4A** I 17,000 [TDR&TXV 11450 r 11170117,100 1 334 110,200 1230 I 77 158CV(A,X)070-12_
CAP**1814A** ~ TXV ---11300 11050 18,000 332 10,900 224 77
~Jt"Wl~)ifir,l\\j'I'il~![~~!r.g~'al?l';;m~~,,\111\"..;~m.rr-,,"'r<',1J,l.Y&ii/1!Jl!\\llt'<!I11il/;'r~\1I)mt~1WI~f,!~,,~'1!11'1;;ffA:
CAP**2414A** J 17,300 [TDR&TXV 114.50 I 111.70 11"7,300'~ 3.50 [10,300 j 2.36.1 7.8 I 58CV(A,X)070-12
CAP**2414A** 17,400 TXV ~.OO 10.80 18,000 1 3,48 11,000 2.30 7.7 1
~;,1l!]iiW.w..WJ'iil~i!llllfl>'i1ili.\-'1rt~~~~..!<~;'iil:m!l!~Ili"W;;\~~~1lJi,jl~~"~'/i'f!1l>1!f~~W~Xi'!I>m;tliiiJllll:
CAP**2417A** 117'400 I TC)R&TXV..115.00 I 112.00117.200 ! 3.54 10'300'12.38 7.8 58C\/(A,X)090-16-
I CAP**2417A** 17,300 TDR&TXV 14.50. [11.70 17,300 I 3.52 10,300 2.36 7.9 5.8MVB060.-1.4
~**2417A** 17,400 TXV 13.00 10.80 18,000 . 3.48 11,000 2.30 7.7 . . .
'.""". ,,,,,"~.,,".,,,,,,,,~,,,_",",,,,,,,,,",,,,,,,,,,,,,,,;~,,,,,_~,,,,,,,,w,,'~~'~,,,=",~~,,""N~"""_"~""""'-'">=&'''~'''''''~';;.'~''''''~'''
FOl1!'<:d'i'J~=~1'~;"''"~t1li!;*,.o:..'''''l1~~..:"",-~-,:ru,Y':o!l~~-:lJtW~%.'!lP"",;""....r.!i;.w,<;;l!'\li<l!:'''~r,""....2 -""~'i'lj'~;i\'f,,;:.',;,'Jt"j..'f;ll;J;'!...U~~'!.V-llI!t.-4'YS:....J"~
'Jir~-;w,.""fi"'t,,~~
18-30 ~i~~~;~!'~;r.)'I!d~;,~;~~:r~~-I,~~~,Jmt~=la~~:~~~tE1t'11'+:~':'~::~~~1ji
I CNPH*2417A** 17,400 TDR&TXV 14.50 11.70 17,200 3.58, 10,300 2.38 7.9 58CV(A,X)090-16
I CNPH*2417A** 17,300 TDR&TXV 14.50 .11.70 17,300 3.56 10,300 2.38 7.9 58MVB040-14!
CNPH*2417A** 17,300 TDR&TXV r 14.50 11.70 17,300 3.58 10,300 2_38 7.9 58MVB060-14 1
~~~~~%~l~I~~;~~:,~~:~,~~~~~:l'~~~~i~~~~~l=::J
I CNPV*1814A** 1 17,000 1 TDR&TXV I 14.50 I 111.70 I 17,100 I 3.48 110,300 12.34 I 7] IS8CV(A,X)070-12
j~~WJ;;~~~~~Jj~~~~~~AL;~~~Wf1~~~~w~;~~,.~~~j~~~~m~~i
I" C$jpV*2'414A*-; 'j 17,300' "rTDR&TXV 1* 14.50 '1 ' 111.70I17,300! 3.54 1'16:360 ; 2.38 '1- 7.8 15SCVTA,Xi6iO-12-
CNPV*2414A"* 17,~0 J TXV 13.00 10.80 18~ 3.54 . 1~ J 2.30 ..!..:...8 . I
1~~.4k~jm'a~~.\l1~~'~;~Y<:~-"~W"\ir~~R~~..wr~I!~i.},P.\tiSj~1tV~;":~'iWI;~'~~\!l~n1Jff;~.ti:fJ~~~r:~p~1
1 CNPV*2417~:~ 1 .17,400 TDR&TXV 14.50 I [11.70 117.200 13.~ ]'0,300 2,38 I 7.9 I 58CVIA2<1090-16 1
~S~~~~~~i:,~~li;~~~;al~~:i~,~Ulj~~'~J::::~
1 -6~~~:;:~~:: ~;::~~ ~g~~~ ~~:;~ ~~:6~ ~;:;: ~:~; ~~:~~~ ;:~: ;:~ ;:g~~~:~i~~~=~~ 1
1 CSPH*2412A** 17,300 TDR&TXV 14.50 11.70 17,300 3.58 10,300 2.38 7.9 58MVB040-14 1
1 CSPH*2412A** 17,300 -1-UH.Or.lAV 15.00 12.00 17,300 3.'58 10,300 2.38 7.9 58MVB060-14 1
I CSPH*2412A*'" 17,300 TDR&TXV 14.50 11.70 17,300 3.58 10,400 2.38 7.9 58MVS080-14 1
I CSPH*2412A** 17,400 TXV 13.00 10.80 17,800 3.50 11,000 2.32 7.8
*FY4ANF024 22,600 TDR&TXV 13.00 10.5 24,000 3.54 15,000 2.48 8.2
I FE4ANF002 23,200 TDR&TXV 14.50 111.70 23,200 3.78 14,300 2.64 8.5
I FE4ANF003 23,400 1 TDR&TXV 15.00 12.00 23,000 3.76 14,200 2.66 8:5
.1 FF1ENP024 22,800 I TDR&TXV 13.00 _ 10.70 24;000 3.56 15,200 2.46: 8.2
I FF1ENP030 22,800 TDR&TXV - 13.00 10.40 24,200 3.56 15,100 2.48 8.0
I FV4BNF002 23,200 TDR& TXV 14.50 11.70 23,200 3.80 14,400 2.66 8.5
.1 FV48NF003 23,400 TDR&TXV 14:50 12.00 23,000 3:78 i 14,300 2.66 8.5
. FX4CNF024 23,000 TDR& TXV 14.00 11.40 23,800 3.72 14,600 2.60 183 I
I FX4CNF030 23,400 TDR&TXV 14.50 11.70 23,600 3.84 14,600 2.66 85
I FY4ANF030 23,000 TDR&TXV 1 13.20 10.60 24,000 3.64 15,100 2.52 84
24-30 r&~~I:n~rr~r~i~~~:7m!!rn::~i!~i:~!!1'nn:rr~~1!~~~~~:
1~~~~~~!!~~I:~~ir~~r:nt~1 ~~~~rr~~1.-~~::r~1' ~~rWI~!~~!. ~~j~I"~~~~.::~!~:l
CAP**2417A** 22,800 TXV 1 13.00 110.5024,400 3.60 15,100 2.50 8.3 .. 1
~~~~~~~I~=~~~~~I-~~ln~~I~~\~I:' .~~il"i:~1 i 14':::~1' 2.6~ml ~I\~~~:Z~
IGAP**a014A**. 12.3,UOO TXV I , 13.00 10.60, 23,;OO~ 3.56,' 15,200 ,2.52 8.3. ,_ . . ..'
1~~'~~WfI~~.:t~'\\~"i~lr:f~~~n::.~(~!!.~tl:~t~.i~:jm~j~~~WJ~'iH~~~7rM;;';'-r~Jt~~_t!1.:lf~
I GAP**3017A** .1 23,000 I TDR&TXV j 14.50 I 11.70 I 23,000 [3.68 I 14'30i-#2.62 I B.5 I 58GV(A,Xl090-16
I CAP**3017A*'" 23,000 TDR&TXV 14.50 11.70 23,000 3:68 .14,300 2.62 8.5 58MVB060-14
1...,.C~P**30,.~.~A~*: ,2~~,00~ :. TX~. '\'" . 13.?0." 10.~~.;"",,;~,:~0~, 3:~6 1 ..1S_,~(JO ,~.52 _ ~.3 ,.~ '... d
L'1;:~:~~~-W~~~~~'l~Jit'>>-jOO"~.a~UlJ(i::,,::;;~?d{.:U~,\iJ')~~~'\;:~m~fi)it1"R.~lt,W"~~i.to#1i
-t CNPF*2418A** ) 22,800 J fu 1 I "13.00 10.50 I 24,400 I 3.68 1 15.200 r 2.52 I 8.5 1 ~
.jee notes on pg. ) {
Cooling
Standard I
Rating
Unit Size -
Series
Cooling
CapacIty
Factory
Enhance
Indoor Model
:'-,-<,,.-.;
. '1 ~ ' .' ,.
io
. ~t\
COMBINATION RATINGS CONTINUED
ARI Standard Ratings
Coollno I Heating
Factory Standard SEER I High Temp I Low Temp Furnace Model
Enhance Rating TOR EER I E Capac- E COP H capac-r H I,SPF
ity . Ily COP
~~JZ.wr~:I~lWm~ ~iiU:~.~~~;lB m~~i~I~~':r~,iJC ~ll{i'Nr~fil!l.f.'"....~'h'1!~:JJ ~~'n iJf~)@:i! fW~~~~~i,t!~~tm
I CNPW2417A** I 22,600 TDR&TXV 14.00 I 11.50 23,400 3.68 14,400 2.58 8.4 58CV(A,X)070-12 1
~PH*2417A** I 22,800 TDR&TXV 14.50 11.60 23,400 3.72 14,400 2.62 8.5 58CV(A,X)090-16
iC-NPH*2417A** I 22,800 TDR&TXV 14.00 11.50 23,400 3.70 14,400 2.60 8.5 58GV{A,X)110-20 j
~NPH*2417A** 22,800 TOR&TXV 14.00 11.50 23,400 3.70 I 14,400 2.60 8.5 58CV{A,X)135-22 I
CNPH*2417A** 22,800 I TDR~XV 14.00 11.~ -23,400 3.72 14,400 2.60 8.5 58CV{A,X}155-22
CNPH*2417A** 22,800 TDR&TXV 14.00 11.50 23,400 3.70 14,400 2.60 8.5 58MVB040-14
L CNPH*2417A** 2~,BlJO TOA&TXV 14.00 11.50 23,400 3.70 14400 2.60 8.5 58MVe060-14
I CNPH*2417A** 22,800 I TDA&TXV 14.00 11.50 23,400 3.70 14,400 2.60 8.5 58MVB080-14
CNPH*2417A** 22,800 1 TDA&TXV 14.00 11.50 23,400 3.70 14,400 2.60 8.5 58MVB080-20
CNPH*2417A** 22~00 I TDA&TXV 14.00 111.50 23,400 3.72 14,400 2.60 8.5 58MVB100-20
. CNPH*2417A** 22,600 1 TDA&TXV 14.00 111.50 23,400 3.66 14,400 2.58 I 8.4 58MVB120-20
. CNPH*2417A** 2::!,~UO 1 TXV 13.00 110.50 I 24,400 3.68 15,200 2.52 I 8.5 I
,~~I~~;oi1mI'~~~~~I~:'~~~L~~~~~I~>>'I~rl~~=~l
1 CNPH*3017A** I 23,000 TDA&TXV 14.50 11.70 23,000 3.70 14,300 2.o::! 0.0 I 5~V{A,X)090-16 I
I CNPH*3017A** ~3,UUO I TDR&TXV 14.50 11.70 23,000 3.70 14,400 2.62 I 8.5 5BCV{A,X)110-20 1
I CNPH*3017A** 23,200 I TDR&TXV 14.50 11.70 23,000 I 3.70 14,400 2.62 8.5 58CV(A,X)135-22 1
L CNPH*3017A** 23,200 I TDR&TXV 14.50 11.70 23,000 I 3.70 14,300 2.64 8.5 58CV{A,X\155-22
I CNPH*3017A** 23,000 I :!~~~:!XV 14.50 11.70 23,000 3.68 14400 2.62 8.5 58MVB040-14 I
L CNPH*3017A** 23,OW lunOll^V I 14.50 111.70 I 23,000 3.68 14,300. 2.62 8.5 58MVB060-14
I. CNPH*3017A** 23,000 TDA&TXV' 14.50 111.70123'000 3.68 14,400 12.62 8.7 58MVB080-14
I CNPH*3017A** 23,000 TDR&TXV 14.50 11.70 23,000 3.68 14,400 2.62 8.5 58MVB080-20
CNPH*3017A** I 23,200 TDA&TXV 14.50 I 11.70 23,000 3.70 I 14,400 2.62 8.5 I 58MVB100-20 1
t CNPH*3017A** I 23,000 TDR&TXV 14.50 I 11.70 23,000 3.66 I 14,300 2.60 8.5U,.:8MVB120-20 I
CNPH*3017A** 23,000 I TXV I 13.00 10.60 23,400 3.56 I 15,200 2.52 8.3 1
~~~'li-~~~~~~,~X~~~~~J~~~~ !m~~II~g~~ ~ft..'iL~ml:;':~;..~.I~~~;;r.,. ....~~~
CNPV*2414A** I 22,600 I TDR&TXV 14.00" 11.50 23,400. I 3.68 I 14,400 2.58 8.4 I5BCV(A,Xl070-12 I
CNPV*2414A** 22,800 I TXV 13.00 10.50 24,400 I 3.68 I 15,200 2.52 8.5 1
~~~~~~;'I~~~~:~~~~I'Ii~~U~ ~JlJI'~~ill~~1oi1'ts~~~~~q ~~i'~'3if~~~~
CNPV*2417A** 22,800 I TDR&TXV 14.00 11.50 23,400 3.70 1 14,400 2.60 8.5 58MVB060-14 I
I CNPV*2417A** I 22,800 TXV 13.00 10.50 24,400 I 3.68 I 15,200 2.52 8.5 J
24-30 h;; ....;~
~~~~~11~~~:~r!r1'~I,~,I'M~I'tm~IJ~w'~~*e~~~I~~~~~~=~~~1~.
~:;;~I~.:'~,~~:~~8~~~:~r.i~~:jOl~~:"'lr:~~~~~"1IJ~Bl
CNPV*3017A** 23,000 1 TDR.&TXV 14.50 I 111.70 I 23,000 3.70 14,300 /2.62 8.5 58CV(A,X)090-16 1
~PV*3017A** 23,000 I TDA&TXV 14.50 I 111.70 23,000 3.~ 14,300 2.62' 8.5 I 58MVB060-14 I
CNPV*3017A** 23,000 1 TXV 1300 10.60 23,400 356 15,200 2.52 83 1 I
~,~';lZ>W_ r'"~'j'~I~~i<:ilJlIa!'~""1l~I~"'l'fi!Il~i!'j~!O'I,'Jltm~I"""-'W""~~' '*,DI~7J~"'S'I311:;w1
I CSPH*2412A** I 22,~0 ITDR&TXV 114.50 11160123,400 1370 I 14,400 26018.5 58CVJA,X)070-12
I CSPH*2412A** I 22,800 I TDA&TXV 1450 1170 23,400 I 374 I 14,400 2.62 8.6 5BCV(A,X)090-16 I
I CSPH*2412A** 22,800 TDA&TXV I 1400 111.50 I 23,400 I 3n I 14,500 2,60 85 58CV(A,Xl110-20,
I CSPH*2412A** 22,8UO I TDA&TXV 1450 111.70 23,400 3.74 14,500 2.60 86 58CV(A,X)1'35-22
I CSPH*2412Au 22,800 I TDR&TXV 14.50 11.70 23,400 3.74 14,400 262 86 58CV{A,X)155-22
I CSPH*2412A** 22,800 I TDR&TXV 14.00 11.50 23,400 3.72 14,500 2.60 8.5 58MVB040-14 I
CSPH*2412Au 22,800 I TDR&TXV 14.50 11.70 23,400 3.72 14,400 2.60 8.5 58MVB060-14 1
1 CSPH*2412Au 22,800 TDR&TXV 14.00 11.50 23,400 3.74 14,500 2.60 8.5 58MVB080-14 1
I CSPH"2412A" 22,800 TDR&TXV' 14,50 11.60 23,400 I 3.72 14,400 2.60 8.5 58MVB080-20 i
CSPH*2412A** 22,800 TDA&TXV 114.50 111.70 23,400 I 3.74 14.500 2.62 8.6 58MVB100-20 1
CSPH*2412A** I 22,800 TDA&TXV. 14.00 11.50 I 23,400 I 3.70 14,400. 2.58 8.5 58MVB120-20 I
I CSPH*2412A** 22,800' TXV 13.00 110.60 24,200 3.68, 15,200 2.54 8.5 . 1
I~~~~':~";j ...~-~~ ~low:.."'<<'iI~I~~II"=~:~-:'ti:-r~~:j1 (~~~~~;~~~
1 CSPH*3012A** 23,000 I TDR&TXV 14.50 I 111.70 I 22,800 I 3.68 I 14.400 2.62 8.5 58CV(A,X)090-16 I
CSPH*3012A** 23,000 TDR&TXV 14.50 111.70 I 22,800 3.68 I 14,400 2.62 8.5 58CV(A,X)110-20
CSPH*3012A** 23,000 IUHtIl".-,\.V 14.50. I 111.70 I 22,800 3.68 14,400 2.62 8.5 56CV(A,x)135-22
CSPH*3012A** 23,000 TDR&TXV 14.50 111.70 I 22,800 3.68 14,400 2.62 8.5 58CV(A,X)155-22
I CSPH*3012Au 23,000 TDR&TXV 14.50 111.70 I 22,800 3.66 14,400 2.60 8.5 58MVB040-14
I CSPH*3012A** 23,000 TDR&TXV 14.50 11.70 22,600 3.66 14,400 2.60 8.5 58MVB060-14
1 CSPH*3012A** 23,000 I TDA&TXV 14.50 11.70 22,800 3.66 14,400 2.60 8.5 56MVBOBO-14
I CSPH*3012A** 23,000 1 TDR&TXV 14.50 11.70 22,800 3.66 14,400 2.60 8.5 58MVB080-20
I CSPH*30-12A** 23,000 I TDA&TXV -----r4."bO 11.70 ~,ouu J:68 14,400 2.62 a.5 58MVB100-20
I CSPH*3012A** 23,000 I TDA&TXV 14.50 11.70 22,800 3.64 14,400 2.60 8.4 58MVB120-20
I CSPH*3012A** 23,000 I TXV 13.00 10.60 23,200 3.56 15,200 2.52 8.3
*FY4ANF030 29,200 TDR&TXV 13.00 110.10 I 31,800 3A6 21,200 12.56 8.3
1 FE4ANFOO2 29,600 TDR&TXV 14.00 111.00 31,000 3.56 20,600 12.66 8.4
I FEEANF003 29,800 TDR& TXV 14.50 111.20 30,800 3:56 20,400 I 2.6l:S 8.5
FF1ENPO::SU ;.:::~,uuu T[JHtIlTiV 13.00 10.00 31,800 3:42 21,200 I 2.54 8.2
30-30 I FF1ENP036 ~~.tiuu 1 TDR&TXV 13.20 10.20 32,000 I 3.48 21,400 2.51;1 8.3
30-50 I FV4BNF002 29,600 TDA&TXV 14.00 11.00 31,000 3.56 20,600 2.66 8.4
I F.V4BNF003 29,800 I TDA&TXV 14.50 11.20 30~OO 3.56 20,400 2.68 8.5
I FV4BNF005~0'600. I TDA&TXV 151lO 11.60 30,800 3.80 20,600 2.78 8.9
I FX4CN(B,F)036 30,000 TDR&TXV 14.00 10.90 31,600 3.~4 21,000 2.68 8.6
l FX4CNF03u 9,600 I TDR&TXV 13.50 10.80 31,400 3.60 21,000 2.66 8.5
...~ :': ties nOles on pg.l r...
. -:; :. . ~~ .... -- .. -
Unit Size -
Series
Indoor Model
Cooling
Capacity
r..-'
,,,.,,-.-.,.
~5
COMBINATION RATINGS CONTINUED
I ARI Standard Ratings
I Cooling I Heating
Cooling
Capacity I Factory Standard SEER I High Temp low Temp Furnace Model
Enhance Rating TOR EER I E capac-I H capac.1 H I HSPF
_ __._ lty ECO? [tv COP
Pf4J-\.N,U0b 2!:l,bUO I TDR&TXV 13.00 11000 I 32,200 I 348 21,600 2.56 8.3
~~~~~~~flmIl':~~~~I1f:i~J-~~l--~~:rp;,r,;J- ~~~~I.:~I- 3~~i~~~~~I-.~-:~(~~J;:I';~~~})~~~
CAP**3014A** . 29,600 TXV . 13.00 10.10, 32,000 3.46 I 21,400 ~6 I 8.3 I
1~~~~~~~~~"if~~1Wl~~~'1f{~~t'a~.!~~~~,,~~!~::r~"@t..'t~".i1~~~~~4~~~;.mt
I CAP**3017A** 1 29,400 IIUHCil.I,{V 114.00 j 111.001 30,800 I 3.46 J 20,400 12'~~-l ~.~ J 5~~V(A,X1090-16
I CAP**3017A** 29,200 TDR&TXV 14.00 10.90 30,800 I 3.44 2U,4UU 2.t:ii o.c:' ;;>olv1VB060-14
b;""lCAPU3017A** 29,600, TXV 13.00 10.10 32,000 3.48 2~00 2.56 8.3 J
r'~:~~~~~~~I~~~'j~';~CjS.~~~~~11;;0 ~-I- '=~~I-~O:~OO~' ~~I"iJ~~~.lr5~~~~J.I
1 CAP**3614A** 28,600 TXV 1 13.00 10.10 31,200 1 3.50, 21,600 I 258 8.4 1
~i~.;~,r,J.:i.r~~~~~~~~'Jltrit~~~tltit.~\,~i::Wl1Yff~lJI.i~f61~7;ttr~~~n.:~J,~~jl
I CAP";3617A** I 29:400 1 TDR&T'ISF r 14.06 I T11.1O-r 30,800 13.50 1 20.-400 12.6418.3 I 58CV1A,X}090-16 1
_ CAP**3617Au 29,400 1 TDR&TXV I 14.00 111.00. 30,800 3.i.8 1 20,400 2.62 8.3 58MV8060-14 1
_ CAP**3617A** J 29,600 I TXV 1 13.00 -' 10.10 J 32,200 3.50 J 21,600 1 2.58 . 8.4 1 1
W"~~~~~!:i!~-~~-~n~1~111:rJ~~f~l~t1!:1 !~~~~4
I CAP**3621A** I 29,400 I TDR&TXV 14.00 111.00 30,800 3.50 20,400 2.64 8.3 58MVB080-20 1
1 CAP**3621A** 29,400 TO~&TXV 14.00 111.10 I 30,800 3.~ I 20,400 2.64 1 8.3 58MVB1oo-20 1
i~,;~~~~~~ro:~!:<~~:~~~~~i:::'~!Y.~1~~~~~~:~I~;:'.~lt!M"'~~f~~_~!
CNPF'3611iA" l 29,600 ! 'XV J I 15.00 110.10 I 32,06ii L 3~48 I 21,400 I 2.56 :1 8.3 I 1
~_~"._.~._'~_~~W~~'""~"'='~_'L_~~'.'~'_'u~,~o"'~'~.~~,~__~~-.~=.""",,~,.,,~~".~~m~~""'1
1._J....,.,~~~k~;,:~~-:;.~..l_""'...~-;1.-'!FtoJi~~~~i~f"'C:~~'~~":r:.~"'--'""""".....d'n':H~~~..~'~-lI;lI~...lL\:.O~'u:.:Io.,O?.::;u;,..~~,.
I g~:~:~~~~~:: ~~::~ ;g~:~ 'I ~::~~ l~~:~ ~~::: I ~:: ~~::~ ;:~~; ::~ ;:g~:~:~~~=~~ 1
I CNPH*3017A** 29,400 TDR&TXV 14.00 111.00 30,800 1 3.48 20,400 2.64 8.3 58CV{A,X)110-20 I
CNPH*3017A** 29,400 TDA&TXV 14.00 .111.00 30,800 1 3.50 20,400 2.64 8.3 58CV(A,X)135-22
I CNPH*3017A** J 29,400 TDA&TXV 14.00 111.10 30,800 3.50 20,400 2.64 8.3 58CV(A,X)155-22 1
I CNPI1*3017A~~I--~;j,4UU llJA&TXV 14.00 110.80 30,800 3.44 20,600 2.60 8.2 58MVB040-14 1
I CNPW3017A" I 29,200 1 TDR&TXV 14.00 10.80 30,800 3.44 20,600 2.62 8.2 58MVB06O-14 1
CNPH*3017Au 29,400 I TDR&TXY 14.00 10.90 31,000 3.46 1 20,600 2.62 8.3 58MVBOBO-14
CNPH*3017A** 1 29,400 TDR&TXV 14.00 ___-' 1~.~~ ~~,~~~ 3.46 1 20,600 2.62 8.3 5BMvd080-20
I CNPH*3017A** I 29,400 TOR&TXV 14.00 IlU.!::IU JU,oUU ".'+0 1 20,600 2.62 8.3 58MVB10Q-20
I CNPH*3017A** 29,400 1 TDR&TXV 14.00 111.00 30,800 3.46 J 20,400 2.62 8.2 58Mvti120-20
1 CNPH*3017Au 29,600 J TXV J 13.00 t 10.10 32,000 J 3.48 21,400 J 2.58. 8.3 I
~~=~~ r~~:~1 ~~~~W~~~I' 14.00 ~~~fjl~~~iT!r~~:~:~~~-~~~~
I CNPH*3617A** 29,400 TDR&TXV 14.00 11.00 30,800 1 3.~ 20,4UO 12.64 8.3 58CV(A,X)090-16 1
I CNPH*3617Au 1 29,400 TDR&TXV 1 14.00 . 11.00 30,800 3.50 20,400 2.64 8.3 58CV{A,X)110-20 1
1 CNPH*3617A** I 29,400 TDR&TXV 114.00 11.00 30,800 3.50 20,400 2.64 8.3 58CVJA,X)135-22 1
I CNPH*3617A** 29,400 1 TDR&TXV 14.00 11.10 30,800 3.50 20,400 2.64 8.3 58CV(A,X)155-22
HCNPW3617A" I 29,400 I TDR&TXV 14.00 110.80 30,800 3.44 20,400 2.62 1 8.2 1 58MVB04O-14
CNPH*3617Au 29,200 TDR&TXV 14.00 10.90 30,800 3.44 20,400 2.62 I 8.2 1~60-14
CNPH*3617N* 29,400 1 TDR&TXV 14.00 10.90 :3U,800 :3.40 .20,6~ ~VB080-14
CNPH*3617A** I <:!!:I,4lJ1J I TDR&TXV 14.00 10.90 1 30,800 3.46 20,400 2.62 1 8.2 1 58MVB080-20
CNPH*3617A** 29,400 TDR&TXV 14.00 10.90 I 30,800 3.48 20,400 2.6218.3 j 58MVB100-20
CNPH*3617A** 29,400 TDR&TXV I 14.00 I 111.00 30,800 3.46 20,400 12.62 8.2 58MVB120-20
I CNPH*3617A** I 29,600 1 TXV 13.00 10.10, 32,000 1 3.48 1 21,400 L 2.58 8.3
1~)JSfta::!l~~t:~l~~";)l~~~~~l~~Wi.~:Ifi."1~l.m..;~~t-~J.V:l~~~~~~j~1;3tlW?I~?r:!l:~~;:I...'.J!8I;f~
I CNPV*30;4A;* I 2si,200 r tUR&TXV j ;3.50 1 1~10.80 J 30,80'0 r 3.4-4 I 20,600 2.60 I 8.2- I 58CV{A,Xl076-r2
~NPV*3014A** 29,600 TXV 1 13.00 . 10.10 32,000 3.48 21,400. 2.58 8.3
C~pv*3?,17AH J 29,4?:? 1 TDR.&TXV 14.0~-._ l ,,_11~,~, .30,~;>o '. ~.4a . _20,~o.? 2.64 1._ 8.3.: 5~CV(A,~~-16,
..~~~~~~~~~~.,.~~~!~~~~~~1~'~~
LCNPV'3017A" I 29,200 I TDR~TXV I 14.00 r 10.90 I 30,800 l3.44 I 20.400 12.6218.21 58MVB060-14
iCNPV*3017AU 28,tiUU .XV 13.00 10.10' 32.000" 3.48 21,400 2.58 8.3 1
1_ CNPV*:~l!A:~=1 29,400., TDR&TXV..I 14.00,. ~ 11.00 aO,8003:48 I ~~:400 .. 2.64, 8:3 5~CV(A,X}090-~6ij
~.A':~I ~~t~~114.06] '1'~~1~120~~'f1~~~~~lil!1
~~~~M;T~~i' ,~,~J~fr/~_~~ft"trJ'~~~~~~~~;~~!;~1~~~~~j~~~.~r;~,~...d
1 c'r:'jpV*362-1A** I 29,400 r~&TXV 114.00 111.00 30')300] 3.50 I' 20,600 2.64 8.3 '58cviA,X}110~:?l
j CNPV*3621A** 1 29,400 TDR&TXV 14.00 110.90 30,800 3.46 20,400 2.62 8.3 58MVB080-14 1
I CNPV*3621A** I 29,400 1 TDR&l?N 14.00 110.00 30,800 1 3.46 20~OO 2.62 8.3 58MVB080-20 1
CNPV*3621A** 29,400 I TDR&fXV 1 14.00 )11.00 30,800 I 3.48 1 20,400 2.62 8.3 58MVB100-20 I
1~~PV*3621A** 1 29,600 TXV,' 13.00 10.101.32,000. 3.48 J 21,400 J 2.58 , 8.3 I
~~I'~'rro;;'1il~.'T~;~~~~f~I[;j<~;llil'W:~I.' ~t:ftll~I~'~~f"I"1.~;m;r ~"~0~:'r~~;
I CSPH*3012A** 29,200 TDA&TXV 1 14.00 111.00 30,800 3.48 20,600 2.64 8.3 58CV(A,X)090-16 I
1 CSPH*3012A** 29,200 TDR&TXV 14.00 11.00 30,800 3.50 20,600 2.64 8.3 58CV(A,X)110-20 I
CSPH*3012A** 29.200 1 TDR&TXV 14.00 1 11.001 30,800 3.50 1 20,600 12.64 1 8.3 58CV(A,X)135-22 I
CSPH*3012A** 29,200 1 TDR&TXV 14.00 1 11.00 I 30,800 3.50 1 20,600 12.6418.3 58CV(A,Xl155-22 1
CSPH*3012A** 29,~WO 1 TDR&TXV 14.00 1 10.80 30,800 3.46 20,600 2.62 8.2 58MVB040-14 I
l CSPH*3012A** 29,200 1 TDR&TXV 14.00 1 ,10.00 30,800 1 3.46 20:600 2.62 8.2 58MVB060-14 I
.see notes on pg. , I
Unit Size -
Series
Indoor Model
bb
COMBINATION RATINGS CONTINUED
ARI Standard Ratings
Cooling Heating
Factory Standard SEER I High Temp Low Temp Furnace Model
Enhance Rating TOR EER E capac-I 0 H Capac-' H i ,,;,PF
Ity E C P fty COP
CSPH'^"3012A** 29,200 TDR&TXV 14.00 10.70 30,800 3.48 20,600 2.62 8.3 58MVBOBO-14
CSPH*3012A** 29,200 TDR&TXV I 14.00 I 10.90 30,SUO I 3.48 20,600 2.62 8.3 58MVe080-20 I
I CSPH*3012A** 29,200 -.U':'U::'-I-XV 114.00 I 10.90 I 30,800 I 3.48 20,600 2.62 8.3 58MVB10Q-20 I
I CSPH*3012A** 29,200 I TDR&TXV 14.00 111.00 I 30,800 j 3.~6 20,400 2.62 I 8.3 58MVB120-20 I
I CSPH*3012A** j 29,600 I TXV. 13.00 ,10.20. 32,000 3.tl2 21,400 2.56 J 8.4 J .~J
~;~~~~~I~~~~~~~I ;'o:~-W~ffffrK~1 [t..:'t:~lItmil r~{~~~1;~6~~~~~~I- 8';Y.&~1 ~~~~~~l
CSPH*3612A** 29,400 TDR&TXV. 14.00 11.20 30,800 3.60 20,600 2.70 8.5 58CV{A,Xj090-16 1
30-30 CSPH*3612A"'* 29,400 1 TDR&TXV 14.50 111.20 30,800 3.62 20,600 2.70 8.6 58CV(A'X)110-~0
30-50 CSPH*3612A"'* I 29,400 I TDR&Txv 14.50 111.30 30,800 3.62 20,600 2.70 I 8.6 I 58CV(A,XJ135-22
CSPH*3612A"'* 30,000 TDR&TXV 14.00 11.30 30,800 3.64 20,600 2.70 8.6 58CV(A,Xj155-22
CSPH*3612A** 29,400 1 TDR&TXV 14.00 111.10 I 30,800 3.58 20,600 2.66 8.5 58MVB040-14 1
1 CSPH*3612A"'* I 29,400 I TDR&TXV 14.00 111.10 I 30,800 3.58 20,600 2.68 8.5 58MVB060-14 I
L CSPH*3612A"'* 29,400 TDR&TXV 14.00 11.10 30,800 3.~0 20,600 2.68 8.5 58MVBOBO-14 I
f CSPH*3612A** 29,400 I TDR&TXV 14.00 11.10 30,800 3.58 20,600 2.68 8.5 58MVB080-20 I
CSPH*3612A** I 29,400 TOR&TXV 14.50 111.20 I 30,800 3.60 20,600 2.68 8.5 s8MVB100-20 1
CSPH*3612A** 29,400 TDR&TXV 14.00 11.20 30,800 3.58 20,600 2.68 8.5 otlMVB120-20 I
CSPH*3612A** I 29,600 I TXV 13.00 110.30 32,200 3.64 21,600 2.64 8.6 I
---':'FY4ANF042 34,000 TDR&TXV 13.00 110.60 . 35,800 ~.56 22,200 2.42 8.1 I
F-E4ANFOO2 33,400 TDR&TXV 13.50 11.20 34,600 3.54 21,000 12.~ 8.1 I
FE4ANF003 33,600 1 TDR&TXV 14.00 11.50 34,400 3.56 20,800 2.52 8.1 I
FE4ANF005 35,000 I TDR&TXV 14.50 12.!'0 33,600 3.76 21,000 1 2.60 8.6 I
FF1ENP036 33,600 TDR&TXV 13.00 10.70 35,400 3.44 21,800 2.40 7.9
FV48NF002 33,400 TDR&TXV 13.50 11.20 34,600 3.54 21,200 2.46 8.1
1 FV48Nl-003 ;j;j,bUU 1 TDR&TXV 14.00 11.50 34,400 3.56 20,800 2.50 8.1
I FV4BNF005 35,000 I TDR&TXV 14.50 112.00 I 33,600 ~.76 21,000 2.58 8.6
I FX4CN(B,F)036 34,000 TDR& TXV 13.50 111.20 1 35,200 I 3.62 21,400 2.50 8.3
I FX4CN(B,F)042 1 34,800 I TDR&TXV I 14.00 I 11.50 35,200 3.76 21,600 2.54 j 8.5
. I FY4ANF036 . 33,000 l TDR&TXV 13.00 10.50 1 35,200 3.36, 21,600 2.34 7.7 .I " . I
:!~:~::1~~~~~~~~lfL~~:1r~!rn;7!E:rrrr~r11!~~070~
1iS~~fi~"Ys.~\Y~/~&~~~~~ilk~~-ft'~\\:~~~~~...'\.lJ.', ' ~
1 CAP".36-'7A"'* 1 33,400 I TDR&TXV I 14.00 I 11.50J 3.4,4c:i6 . 3.48121'000 1'2.4618~0' 1 58C.'ViA,X)090-16
I CAP**3617A** j 33,400 TDR&TXV 13.50 11.20 34,400 3.46 21,000' 2.44 7.9 I 5BMVB060-14 1
I CAP**3617A** 33,400 1 TXV 1 13.00 10.50 35,600 3.46 22,000 2.40 7.9 I _ J
F!~~-I'-~~lr~~liF.1o/~.mr'"2'~,i' ~'!"-m!r'I'r::i~~~~g~1
1 CApn3621A** I 33,400 TDR&TXV 13.50 111.30 34,400 3.48 21,000 2.44 1 8.0 58MVB080-20 I
I CAP**3621A** 33,400 TDR&TXV 14.00 111.40 34,400 I 3.48 21,000 12.46 I 8.0 58MVB100-20 I
1~;;~~~~;;~,~~~".~~~~t~~"~~~~J<:~i
I CAP**4221A** I 33,800 TDA&TXV 14.00 I 111.501 34,6~ 3.56 r 21,000 2.48 8.1 I 58CV(A,Xl110-20 ]
1 CAp."4221A** I 33,400 TDR&TXV 13.50 11.20 34,600 3.48 21,000 2.44 8.0 58MVBOBO-14 I
I CAP**4221A** 33,600 TDR&TXV 14.00 111.501 34,600 3.52 21,000 2.46 8.0 58MVB060-20 1
1 CAP**42~1A** 33,600 TDR&TXV 14.00 111.501 34,600 3.54 1 21~00 2.46 8.1 1 58MVB100-20 1
1 CAP**4221A** I 33,800 1 TXV 1 13.00 10.60 35,800 I 3.52 I 22,000 2.42 8.0 I
~r~:iA!ii>~;m:-lffllJ'liWl~'ljl>l.~_';]l.ll!...,.._~tIlr'&._.-'''''~I!i'"",~~,~J;!\,~~
1 CAP**4224A** r 33.800 TOR&TXV J 14.00 I 11.50 34.400 I 3.58 20,800 2.50 8.1] 58CV(A,Xl135-22
I CAP**4224A** 33,800 TDR&TXV I 14.00 1 11.70 34,400 I 3.60 20.800 2.52 6.2 51::1CV(A,X}155-22-
HCAP**4224N* 33,600 TDR&TXV./13.50 l 11.20 34,600 1 3.50 21,000 2.44 8.0 I 5BMVB040-14
(;AP**4224A** .1 33,600 TDR&TXV 14.00 11.50 34,400 1 3.54 I 21,000 2.48 B.1 I 58MVB120-20 I
1 CAP**4224A** 33,800 1 TXV 13.00 10.60 1 35,800 3.52 22,000 2.42 8.0 1 I
1_'>~W1i1!!M>=-~1_$\laW~,"'Wl!I!i3li'<~
I CNPF'3618A" J 33,400 1 D<V r I 13.06 116.50 I 35,600 r 3.44 I 22:<lOO [2.36 J 7.g r_ '
~~J'!lWP_lIlII<'jl!!il,,\,.'''','''~~'1~'~_'''l!~''o1'\l_!<1'N,;\_~m><Wll:!.lmM~1I'~J!.jl\111~..._1
CNPH*3617A** I 33,200 I TDR&TXV 13.50 I 11.20 34,400 I 3.42 21,000 12.42 I ?9 58CV(A,X)070-12
CNPH*3617A** 33,400 TDR&TXV 13.50 11.20 34,400 3.46 21,000 2.44 7.9 58CV{A,X)090-16
----cNPH*3617A** I 33,400 TDR&TXV 13.50 1 11.20 34,400 3.46 21,000 12.44 1 8.0 58CV(A,X)110-20
CNPH*3617A** 33,400 1 TDR&TXV 13.50 I 11.~O 34,400 I 3.46 21,000] 2.44 I 8.0 58CV(A,X)135-22 I
CNPH*3617A** 33,400 I TDR&TXV 14.00 11.50 I 34,400 3.48 21,000 [2.46 8.0 58CV(A,X)155-22 1
CNPH*3617A** 33,200.1 TDR&TXV 13.50 11.10 34,600 3.42 21,200 2.40 I 7.8 58MVB040-14 I
CNPH*3617A** 33.200 1 TDR&TXV 13.50 11.20 34,400 3.44 21,000 2.4217.9 58MVB060-14 1
CNPH*3617A** ~,OOO 1 TDR&TXV 1 13.50 11.00 I 34,600 I 3.40 21,200 12.40 7.8 58MVBOBO-14 I
CNPH*3617A** I 33,200 I TDR&TXV 1 1350 . 11201 34,400 344 I 21,000 2.42 79 58MVB080-20 I
CNPH*3617A** 33,200 1 TDR&TXV 1350 I 111201 34,400 1344 21,000 1244 I 79 58MVB100-20
CNPH*3617A** 1 33,200 I TDR&TXV 1 13.50 11.20 34,400 I 344 I 21,000 /242 79 58MilB120-20
f CNPH*3617 A ** 33,400 TXV 1 13 00 110.50 J 35,600 3 44 1 22,000 2 38 J 7.9 1
5:!~~~'m\!rr!S 1 ~~ . '11~>>t'fJ.~~t;m~.~t'/>S;~~~~?illW"'\!~r~R~~'Lrlr'j;~~~~~~~,{lijfii~li!'j
CNPH*4221A** 3'~00 TDR&rx'v 1 14.00 r 111.501 34,600 3.~ I 2'f.()00 2.48 I 8:, I' 58C\i(A,X}070-12
1 CNPH*4221A** 33,600 TDR&TXV 1450 11.70 34,400 358 1 20,800 2.50 1 82 58CV(A,X)090-16
f CNPH*4221A** 33,800 TDR&TXV 1 14.50 111701 34,400 360 1 20,800 252 1 82 58CV(A,X)110-20
CNPH*4221A** 1 33,800 I TDR&TXV 14.50 111.70, 34,400 3.62 I 20.800 2.52 I 8.2 158CV(A,Xl135-22
.';-ee notes onpg. 17
Unit Size -
Series
Indoor Model
Cooling
Capacity
36-30
36-50
36-60
COMBINATION RATINGS CONTINUED
I ARI Standard-Ratings
I CooUnr Heating
Cooling
Capacity I Factory Standard SEER High Temp: Low Temp I Furnace Model
Enhance Rating TOR EER E Capac" H Capac- 1 H I HSPF
. ity E C9P Ity COP
CNPH*4221A** 33,800 , I TDR&TXV 14.50 11.70 I 34,400 3.62 20,800 2.54 8.3 58CV(A,X)155-22 I
CNPH*4221A** 33,400... I TDR&IXV 14.00 11.50 34,600 3.54 21,000 2.4818.1 58MVB040,...14
CNPH*4221A** 33,600 I TDR&TXV 14.00 11.60 34,400 3.56 21,000 2.50 8.1 5bMVB060-14
~PH*4221Au 33,400 J TDR&TXV 14.00 11.50 34,400 3.54 21,000 2.48 8.1 58MVSOaO-14
I CNPH*4221A** I 33,600 I TDR&TXV 14.00 1'1.50 34,600 3.56 21,000 2.48 8.1 5BMV8080-20
I CNPH*4221A** I 33,600 I TDR&TXV 14.00 11.50 34,400 3.58 21,000 2.50 8.2 58MVB10Q-20
I CNPH*4221A*" 33.600 TDR&TXV 14.50 11.70 34,400 3.58 20,8002.50 I 8.2 58MVB120-20
I CNPH*4221A** ~. 33,800. TXV _ 13.00 .10.60 35,800. 3.54 . 22,000 . 2.42 8.1 I _
:E~!~~T~I"'1!![r'I"rg:~-J;~TIr'~r~JMtr~T:~~j1~-lm~:I~'m!rjl~~Er[,~rmJ'1~~!:g~~l'
b~';;:i:~~~~;~~i#Z~~~k~~~~~~iil1fuU/iM~.~~~~~~~;~~tW=~~~~~'~PdfJt~:lt~~~ta~'ti
I cr\ipV*3621A** 33,400' TDH&TXV 13.50 11.2-0-[3'4,400 13.48. 21,000 : 2.44 8.0 58CV(A,X)110-20-
I CNPV*3621A** 33,200 TDR&TXV 13.50 . 11.00 34,400 . 3.40 21,000: 2.40 7.8 58MVB080-14 I
I CNPV"3621A** 33,200 TDR&TXV 13.50 1-1.20 34,400 3.44 21,000 12.42 7.9 58MVB080-20 I
I CNPV'3621A" 33,400 Tu"",,,v ,;'.;u 11."u I 34,400 I 3.46 21,000 2.42 7.9 58MVB100-20 j
l~iit~ii~!I,~t~~g"brb;~~~~~~I' ~~;~~;~~~$l~~~~=~~~~~~~~~~~
I CNPV"4221A** I 33,400 TDA&TXV 14.00 11.50 34,400 3.54 21,000 12.48 8.1 58MVB080-14 I
CNPV"4221A** I 33,600 TDA&TXV 14.00 I 11.50 34,600 3.56 21,000 2.48 8.1 58MVB080-20
CNPV"4221A** 33,600 TDR&TXV 14.00 I 11.50 34,400 3.58 21,000 125-0 B.2 S8MV8100-20
CNPV*4221A** 33,800 TXV 13.00 10.60 35,800 3.54 22,000 2.42 I 8.1
"-~~~J;li!:~f~1!~~M~1i~_~.,*~'m.~'~!f.JNl"t.~,~~~~","!J-'!~~~l&~4-}!~:S;iJiim~,~iia~~
CSPH"3612A** I' ~~,~~~ I !Q~&TXV 14.00 11.50 34,400 3.58 21,200 2.48 8.2 58CV(A,X)070-12
CSPH*3612A*" ;j;j,bUU, IUr\OlI^v' 14.00 11.50 34,400 3.82 21,000 2.,150 8.2 58CV(A,X)090-16 j
CSPH"3612N"- ;jd,bUU luno..l^" 14.00 11.50 34,400 3.64 21,200 2.52 8.3 58CV(A,X)110-20 I'
CSPW361:ffi"" 033,600 IDR&TXV 14.00 11.50 34,400 3.64 21,000 2.52 8.3 5BeV(A,X)135-22
CSPH"3612A"" 33,600 TDR&TXV 14.50 11.70 34,400 3.66 21,000 2.54 8.3 5BCV(A,X)155-22
CSPH*3612A"" 33,400 TDR&TXV 13.50 11.20 34,400 3:56 21,200 2.48 8.1 58MVB040-14
CSPH*3612A"" 33,400 TDR&TXV 14.00 11.50 34,400 3.60 21,200 2.50 8.2 58MVB060-14
,CSPH*3612A"" 33,400 I TDR&TXV 13.50 11.20 34,400 3.54 21,200 2.46 8.1 58MVB080-14
CSPH"3612A"" 33,400 TDR&TXV 14.00 1,1.50 34,400 3.60 21,200 2.48 8.2 58MVB080-20
CSPH*3612A"" 33,400 I TDR&TXV 14.00 1.1.50 34,400 3.60 21,200 2.50 8.2 5BMV81DO-20
CSPH*3612A"" 33,400. TDR&TXV 14.00 11.50 I 34,400 3.60 21,000 2.50 8.2. SBMv'B120-20
I CSPH"3612A"" 33,400 I TXV . 13.00 10.70 35,600 3.62 22,200 2.44 8.2
1~~~!!lWi:i:~lD'~~~~~'1t'f..1:.1Sc~!fbj~W<<~~$~'1;.1~N~~J~W~5;~~~':;1~2t~~:;'~~iill\J~.
~PH*4212A"" 33,600 TDR&TXV 14.00 I 11.50 34,600 I 3.64 21,200 2.50 8.3 I 53CV(A,X)070-12
CSPH*4212A** 33;600 TDR&TXV 14.00 11.50 34,600 I 3.68 21,000 2.52 8.4 58CV(A,X)090-16'
CSPH"4212A** 33,800 TDR&TXV 14.00 I 11.50 34,600 3.70 21,200- 2.54 - 8.4 .5B,?Y(A,X)11O-20 1
CSPH"4212A"" 33,800 TDR&TXV 14.50 I 11.70 34,600 3.70 21,000 2.54 8.4 158l;V(A,X)135-22
I CSPH*4212A"" 33,800 TDR&TXV 14.50 I 11.70 34,600 3.74 21,000 2.56 ~.~ J 5tiEY_(A!.~)155-22 I
IfSPH'4212A" 33,400 TDR&TXV 14.00 11.50 34,600 3.64 21,200 2.~8 I~ OOMVDUQv-14
. CSPH*4212A"" 33,4~ TDR&TXV 14.00 11.tiu 34,600 ~.tJ6 l!:1,":l:IlJ :.::.~;:: I ~.~ ~~~~060-14
CSPH"4212A"" 33,400 TDR&TXV 14.00 11.50 34,600 3.62 21,:WO 2.4b I O.l!: ~oIViVB080-14
I CSPH*4212A"" 33,~0 TDR&TXV 14.00 11.50 34,600 3.66 21,200 2.50 I 8.3 58MVBDBO-20
I CSPH"4212A"" 33,600 TDR&TXV 14.00 11.50 34,600 ;3.88 21,200 ?52 8:3 58MVB100-20
I CSPH"4212A** 33,600 TDR&TXV 14.00 11.50 34,600 3.66 21,200 2~52 8.3 58MVB120'-20
I CSPH"4212A"" 33,600 TXV 13.20 10.80 35,800 3.66 22,200 2.461 B.3
"FY4ANF042 40,500 TDR&TXV 13.00 10.40 42,000 3.54 26,400 2.46 8.1
I FE4ANSOO6 42,500 TDA&TXV 15.00 12.40 39,500 3.68 25,800 2.56 8.4'
I FE4ANF003 40,000 TDR&TXV 14.0011.50 41,000 3.42 25,600 2.40 7.9
I FE4ANF005 42,000 TDR&TXV 14.50 12.10 40,500 3.64' 25,800 2.50 8.3
I FV4BNB006 42,500 TDR&TXV 15.00 12.40 . 39,500 3.68 25,800 2.56 8.4
I FV4BNF003 40,000 TDR&TXV 14.00 11.50 41,000 3.42 25,600 2.40 7.9
J FV4BNF005 42,000' TDR&TXV14.50 12.10 40,500 . 3.64 25,800 2.50 8.3
I FX4CN{B,F)042 41,500 TDR&TXV 14.00 11.20 42,000 [3.70 25,800 2.56 8.4
IFX4CN(B,F)048 42,500 I TDR&TXV I 14.50 11.70. 40,000 3.76 125,800 2.66 1 8.7 I . I
I FY4ANF048 41,500 TDR&TXV I 13.20 10.60 41,000 .3.56.1 26,600 2.50 8.2. I I
1!\l~1!I!:~,",\~~&"'~~.s.m~l!1~iit!1l"~i11i'K<1!\li~:!\"'w.ii~W;~i:l.'il\I'~1miJf.MliIliiilli~ill!ll"r.~~iil~1
I CAP**4221A*" 40,000 I TDR&TXV I 14.00 I 11.20 41,000 3.50 25,200 2.52 8.1 5,8CV(A,X)11O-20 1
r CAP"~4221A** 39,500 TDR&TXV ,13.50 10.90 41,500 3.42 25,400 2.46 7.9 58MVB080-14 1
. I' <?A~~"4221A** 40,000" I TDR&TXV I 13.50 I 11.00 41,500 3.46 25,200 2.48 8.0 58MVB080-2Q 1
~(;A::"4~21A" 40,000 1 TDR&TXV I 13.50 11.20 41,000 M8 25,200 2.50 8.0 J 58MVB100-20 I
CAP*"4221A"" '1-0,000 TXV J 13.00 10.40 42,500 3.50. 26,200 2.46 8.0 1
~~~~\~.l!!l:l!l1'i~~~ll'IIl""lIlji!!>'~W__X"1J'llI1.~~ll>Wt'\C~"I7ffi'I~~IiiJj!I~~TI1
I CAP**4224A"" 40,000 r TDR&YXV 14.00 r /11.40 41,000 3.54 25,000 12.54 8.2 58GV(A,X)135-22
I GAP""4224A"" 40,000 TOR&TXV 14.00 11.50 41,000 3.52 25,000 2.54 8.2 58CV(A,X)155-22 1
I GAP""4224A"" 39,500. I TDR&TXV 13.50 I 11.00 41,000 3.44 25,200 U2.48 8.0 58MVB04O-14 I
I CAP""4224A"" 40,000 TDR&TXV 14.00 I 11.2041,000 3.48. 25,200 250 '.8.0 58MVB120-20 I
I CAP""4224A"" > 40,0,29, TXV. _ 13.00 10.40 42,500. 3.50 1 26,200 2.46, 8.0 . I
rj~~~~~=;~~~~"'t"fi~~=r';-I~~'a~~!}~''t~:~':~~\fx'fo~j
~ee notes ?~ pg. 1;
;",;
Unit Size -
Series
36-30
36-50
36-60
42-30
42-50
42-60
':
p
Indoor Model
.,
"
" .
(,i
COMBINATION RATINGS CONTINUED
I ARl ShmClard Ratings
I Cooling Heating
Cooling
Capacity 1Ft I SI d d SEER High Temp Low Temp Furnace Model
_ ac ory, an. ar EER ~E Capac- H C CHI HSPF
Enhance Rating TOR E COP apa - .
Ity Ify COP
CAP"*4817N* 40,000 I TDR&TXV 114.00 11.30 39,500 3.64 25,600 2.56 I 8.4 58MVB060-14 I
~ CAP**4817A** 40,500 I TXV 13.00 10.70 40,000 3.64 26,400 2.54 8.4 J
:'~:~::~:!~~I t~!~m~DJ~-~IT:!t~r:~~rft'Er1f1~r1Tr1r'~~~!E:~~j
I CAP**4821A** 40,500 TDR&TXV 113.50 11.20 41,000 3.62 25,400 2.54 8.3 58MYBOaO-20
I CAP*!'4821A** 40,500 1 TDR&TXV 14.00 11.30 41,000 3.64 25,400 2.56 8.4. SBMVB1OD-20
~_~~:':~~'~~~:~~~'!:~'~:'_1'ffl~~F~~"''''~~w,'fC 'j~;"~~,...J,,~~:, ~':;;~~"'1.;,~6~lIl6~~~~~_~~,~.Jf~ ~;"*,:_..\,ru.,,- '-,...~'~='~'~""".....~
1f~~"=.I~'ff'~''i''~ro.:i!'_, _.;;!J_l-tlI\'_"""1"~"____'_4&O~ ../iIt-,1II'illI~~Il.:""'l'._~!V",,e.';Il'l,,~~a", ..~jlli,r,lf:'.~..~'l'~..",\;i"""",..",.~qft~''''iil1:
I CAP**482'4'A** I 41,000 T.DR&TiV -14.50- 11.60 41,000 3.70 25,200 r 2.60 1 8.5 58CV(A,X}1'3S"':22
I CAP**4824A** 41,000 TDR&TXV 14.50 11.60 41,000 3.70 25,200 2.60 8.5 58CV(A,X)155-22
I CAP**4824A** 40,5LJU -IDR&TXV 13.50 11.10 .41,000 3.60 25,400 12.52 8.3 58MVB040-14 I
~P**4824A** 1 40.,500 TUH.&T;i.v 14.00 11.40 41,000. 3.64 25,200 1.256 8.4 58MVB120-20 I
I CAP*"4824A*" . 41,000 _ TXV . . 13.00 10.60 l 42.000 3.62 26,400 .252. 6.3 . I
~:Y~~w.J~~. ~lll,'""~'W"";!!,'~~~:j""".;~:~~~i~~:'g"T~~~t~~~-~-i
~.~mt.W~.Jllf$~wr~~l~~.25m;lf~~~W}Wi~~~:t$S)fW~~~~~~?:~~~~rffl'l(~~r!{~
CNPH*4221A*" 40,000 TDR&TXV 1 13.50 111.10 41,500 3.48 25,200 2.50' 6.0 I 58CV{A,X1070-12 I
J GNI""H~4221A*" 40,000 TDA&TXV 14.00 11.4041,000 3.52 25,000 2.54 8.2 58CV(A,X)090-16l
i GNPH*4221A*" 40,000 TDR&TXV 1 14.00 I f1.S0 41,000 3.56 25,000 2.56 8.2 J 5BCV(A,X)110-20
I CNPH*4221A*" 40,000 TDR&TXV 14.50 11.60 41,000 3.58 25,000 2.56 8.2 I 58GV(A;X)135-22
I GNPH*4221A*" 40,000 TDR&TXV 1 14.50 11.60 41,000 3.56 24,800 2.50 8.2 58CV(A,X)155-22
I CNPH*4221A*" 39,SUU ILJH.Oc.IAV 1 13.50 11120 41,000 3.48 25,200 2.50 8.0 58MVB040-14
I CNPH*4221A** 39,500 TDR&TXV.I 14.00 11.30 41,000 3.50 25,200 2.52 8.1 58MVB060-14
CNPH*4221A** 39,500 TDR&TXV 1 13.50 11.10 41,000 3.48 25,200 2.50 8.0 58MVB080-14
CNPH*4221A** 40,000 TDR&TXV 1 14.00 11.20 41,000 3.50 25,200 2.52 8.1 58MVB080-20
CNPH*4221A** 40,000 TDR&TXV 1 14.00 11.40 41,000 3.54 25,000 2.54 8.2 58MVB100--2D
CNPH*4221A*" 40,000 TDR&TXV I' 14.00 11.40 41,000 . 3.?2 25,000 2.54 I 8.2 58MVB120-20 1
~~~~~i~~'1I'*i=~I.~~;~"A.f~~~~<'~:~~~~~I~;="I~~~:~~~~~t~~~~e=~~
I GNPH*4821A** 41,000 TDR&TXV 14.00 11.40 41,000 3.66 25,200 2.58 .8.4' 58CV(A,X)090-16 I
I CNPH*4821A"" 1 41,000 TOR&TXV 14.00 11.50 41,000 3.68 25,400 2.56 8.4 58GV(A,X)110-20 I
I CNPH*4821A** I 41,0001 TDR&TXV 14.50 11.60 41,000 1 3.70 25,200 2.60 8.5 58CV(A,Xl135-22f
CNPH*4821A** . 41;000 TDR&TXV 14.50 11.70 41,000 3.70 25,200 2.60 8.5 58GV(A,X)155-22 1
GNPW4821A** I 40,500 . TDR&TXV 13.50 11.20 41,500 3.60 25,400 12.52 8.2 58MVB04D-14 I
CNPH*4821A"" 40,500 I TDR&TXV 14.00 11.30 41,500 3.62 '25,400 2.56 8.3 58MVB060-14 I
CNPH*4821A** I 40,500 TDR&TXV 13.50 11.101 41,500 3.58 25,400 12.52 8.2 58MVB080-14 I
CNPH*4821A** 40,500 TDR&TXV 14.00 11.201 41,000 3.62 25,400 12.54 8.3 58MVBOBO-20 1
I CNPH*4821A** 41,000 TDA&TXV 14.00 11.40 f 41,000 3.66 25,400 2.55 8.4 58MVB100-20 1
I CNPH*4821A** 40,500 TDR&TXV 14.00 11.40 J 41,000 3.64 25,200 I 2.56 8.3. 58MVB120-2D I
I CNPH*4821A** 41,000 TXV 1 13.00 10.60 42,000 3.64 26,400 I 2.52 8.3 j
R"'!1!~'Jt."~00^~:!!~~iNf~,1h~~~,.~:,...:r~:..~~~'iK~~~;~t!\1'mi~WJ~~
I CNPY*4221A*; I 40',0.9..0 1l'DR&~V I 14.50 11.501 41,000 3.56 25,000 2.56]8.2 5ficV(A.x)hci~20
I CNPV*4221A** 39,500 TDR&rxV I 13.50 11.10 41,000 3.48 25,200 2.50' 8.0 58MVB080 14
CNPV*4221A** 40,000 I TDA&TXV J 14.00 11.201 41,000 3.50 25,200 2.52 8:1 58MVB080""';"20
CNPV*4221A** 1 40,000 TDR&TXV 1 14~OO 11.40 I 41,000 3.54 25;000. 2.54 I a:l 5BMVB100 20
, :5~~~;,~~\w~~~~~~;'~-i~if~~~;T~~~~~~:~~8~
CNPV"4821A*" 40,500 I TDR&TXV 13.50 11.10 41,500 3.58 25,400 2.52 8.2 58MVBOBO-14 .
CNPV*4821A** 40,Soo-rroR&TXV 14.00 11.20 41,000 - 3.62 25,400 2.54 8.3 56MVB080-20 I
CNPV"4821A** 40,500 I TDR&TXV 14.00 11.40 41,000' 3.66 25,400 2.56 8.4 58MVB100-20 '
CNPV*4821A** 41,000 1 lXV I . 13.00 10.60 42,000 3.64 26,400 2.52' 8.3 J
l~g!:~~1!~W:~:!~l<~( ~g~:~~~ . 7rr,m_~\~~i!i~ll:r!~~~~~I~~r~~~~~T;~~i
1 GNPV*4824A** 40,500 TDR&TXV 13.50 11.20 I 41,000 3.60 25,400 2.52 8.2 "ibrv1VB040-14 I
I GNPV*4824A"* 4U,bOO 1 TDR&TXV 14.00 11.40 41,000 3.64 25,200 2.56 6.3 58MVB120-20
I CNPV"4824A"* 41,000 1 TXV 13.00 10.60 42,000 3.64, 26,400 ,2.52 8.3
~~~~~S~~~~~~_mt~~;~~i~~~~~.&~~:~~~:~y~~~\~p~.rk!:!.lt~~Gx'
CSPH*4212A** I 39,500 TDR&~V 1 1350 11.10 41,500 360 25,600 2.52 82 158CV(A,X)070-;2-
CSPH*4212A** I 40,OQSl TDR&!XV 1400 1140 41,000 366 25,400 256 84 I 58CV(A,Xl090-16
CSPH*4212A*" 40,000 TDR&TXV 1 1400 1140 41,000 366 25,400 258 84 58CV(A,X)110-20
I CSPH'4212A'. 40,OOO_~R&TXV 11450 11.50 41,000 370 25,200 260 84j56CV(A,X1135-22 I
CSPH*4212A** 140,000 )TDR&TXV 1450 11.60 41,000 3.?8 25,200 260 6A 58CV(A,X)15S-22l
CSPH*4212A** 1 39,500-n-DR&TXV 11350 1110 41,500 358 25,600 252 82 58MVB04O-14 i
I CSPH*4212A** 40,000 1 TDR&TXV 14.00 11.30 41,500 3.62 25,400 2.54 8.3 I 58MVB060-14 I
I CSPH*4212A** 39,500 1 TDR&TXV 13.50 11.10 41,500 3.58 25,600 2.52 8.2 58MVB080-14 I
CSPH*4212A"* 40,000 1 TDR&TXV 14.00 11.20 41,500 3.62 25,600 2.54 8.3 58MVBOaO-'20 I
CSPH*4212A** 40,000 1 TDR&TXV 14.00 11.30 41,000 3.64 25,400 I 2.56 8.3 58MVB100-20 I
CSPH*4212A** 40,000 I TDR&TXV I 14.00 11.40 41,000 3.62 25,400 .2.56 6.3 58MVB120-20 1
GSPH*4212A** 40,000 f TXV _I }:3.uo. 10.70 42,500. 3.66 26,400 2.52 8.3 I,'l
~~li'U$itt~~'iW..JMI.~~;g~~~~r&~~v.~ol!,f~~~~)S,~~{fil\."l:&'i~1.:%1:~,*,if:I'J&~,~e~"M'Jmif.i-~~~~~I[JtAV.,r.~[mtt-'1j~~~~1
See notes on pg. '1! - ,..
Unit Size -
Series
Indoor Model
42 -30
42-50
42 -60
~'..
-:'0;
. ~',
COMBINATION RATING.S CONTINUED
"1
ARI Standard Ratings
Heating
SEER High Temp I Low Temp Furnace Model
TOR EER E Capac- I H capac~ H HSPF
[tv E COP, Ity COP
CSPH*4812N'" 40,500 TDR&TXV 13.50 11.10 41,000 3.64 I 25,600 2.54 8.3
CSPH*4812A** 40,500 TDA&TXV 14DO 11.40 41,000 3.70 25,400 2.58 8.4
CSPH*4812N* 41,000 TDR&TXV 14.00 11.40 41,000 3.70 25,400 2.58 8.5
CSPH*4812N* 41,000 TDR&TXV 14.50 11.60 41,000 3.74 25,400 2.60 8.5
CSPH*4812A** 41,000 TDR&TXV 14.50 11.60 41,000 3.72 25,200 2.60 8.5
CSPW4812A** 40,500 TDR& TXV 13.50 11.20 41,500 3.62 25,600 2.52 8.3
CSPH*4812A** 40,500 TDR&TXV 14.00 11.30 41,000 3.66 25,400 2.56 8.4
CSPH*4812A** 40,500 TDR&TXV 13.50 11.10 41,500 3.62 '25,600 2.52 a.3
CSpH*4812A** 40,500 TDR&TXV 14.00 11:30 41,000 3.66 25,600 2.56 8.4
CSPH*4812A** 40,500 TDR&TXV 14.00 11.30 41,000 3.68 25,400 2.56 8.4
CSPH*4812A** 40,500 TDR&TXV 14.00 11.40 41,000 3.68 25,400 2.56 8.4
CSPH*4812A** 41,000 TXV 13.00 10.70 41,000 3.68 26,400 2.52 8.4
*FY4ANF048 46,500 TDR&TXV 13.00 I 10.8 48~00 3.60 30,800 2.58 8.3
FE4ANBD06 48,000 TDR&TXV 15.50 '12.50 46,000 3.86 29,400 2.78 8.8
FE4ANF005 47,000 TDR&TXV 15.0012.20 47,500 3.78 29,400 2.72 8.6
FV4BNB006 48,000 I TDR&TXV 15.50 12.50 46,000 3.86 29,400 2.78 8.8
FV4BNF005 4!,~~~ I TDR&TXV It>.UO 12.20 47,500 3.78 29,400 2.72 8.6
FX4CN(B,F)048 4f,oUU I TDR&TXV 14.50 11.70 47,500 3.78 30,000 2.70 18.6
FX4CN(B,F)060 48,000 I TDR&TXV 15.00 12.00 44,000 3.74 30,000 2.76 8.7
I FY4ANB060 47,500 I TDR&TXV _ 13.50. 11.00. 45,000 ,3.52 30,800, 2~62 8.4
r~~1~;~!a'~I-~~t~I'<~=~~I"' ":W.~~I~;'H~j;!1,~I;~~~~1 cii:~~.~I; 3.ia :~~~~rl-~~~j: .~.f4~~tff~~~!t(~
I CAP**4817A** 45,000 TXV 13.00 10.80, 48,000 3.66 I 30,200 2.60 8.4 I
f~6;~~~~~~~~i~~~~:~:~~~f~&~~~$\~1~~~~~~~~~~~~~~~~~A~6:~'~
I CAP**4821A** I 45,500 TDR&TXV 14.00 11.50 48,500c 3.62 29,800 2.58 8.3 58MVB080-=20J
I CAP**4821A** 45,500 TDR&TXV 14~OO 11.50 48,000 3.64 29,600. 2.'30 8.3 58MVB100-'20 I
f~;N~~;;~~*;"~~3~~;~~~~~1Li%~i1~i'~~~~*~~r;r,~f:X~?~
I CAP**4824A** I' 46,060 TDR& TXV 14.50 11.50 48,000 I 3.74 29,400 2.6~ 8.5 58CV(A,X)155-22 ~
I CAP**4824A** 45,500 TDR&TXV 14.00 11.50 48,000 3.64 29,600 2,60 8.3 58MVB120....,20
CAP**4824A** 46,000 . TXV . 13.00 10.80 J 49,000 . 3.68 . 30,400 2.60. 6.4 _ .
:if~$~>>U~:.I~iJ!1~~~:.-~!>'l.~~~iil3'{W~JiI:~fflW~~~&.~JeIo1';4W~i'",,~~1t;.11<w...~~~~~U~~~1i.'
CAP**60~:hA** I' 46,50U'IUt1&IAV 14.50 r-{1.70 I 46,500 f 3.68 ir9.,600 2.66 8.5 '58CV(A,X)110-20
CAP**6021A** I 46,500 TDR&TXV 14.5011.70 I 47,000 13.64 29,800 2,62 8.4 58MVB080-20
I CAP**6021A** I 46,500 TDR&TXV 14.50 111.70 I 47,000 ' 3.6e . 29,600 . 2.64 8.4 58MVB100....,20
I CAP**6021A** I 47,000 TXV 13.00 10.80' 44,500 3.50 30,600 2.62 8.3.
~iW,.Jt:;~{~~~~~~"1.- '~r~~~~fJ~,~M'~,~j'BZ;t;~lfliYW~
I CAP**6024A** 47,000 'IUH~-I)(V 14.50 11.70 47,000 3.70 29,600 2.68 8.5 1 58CV(A,X)13S-2:Z- .
I CAP**6024A** 47,000 TDR&TXV 15.00 12.00 46,500 3.72 29,400 2.68 8.6 58CV(A,X)155-22
I .CAP**6024N* 46,500 TDR&TXV 14.50 11.70 47,000 3.64 29,600 2.64 8.4 58MVB120-20'
I CAP**6024A** _ 47,000 TXV I 13.00 10.aO 45,000 3.52 30,400 2.66 8.3 I
."~~~~~~.''''.t';;,~..:~..;W.v i<."fRffi!'~J~rb'!f~jf~"';ti.~~. :~.'.1 ~~~)(I~;Wmf'f~It_.~.~
~~~Y!Ir.!Jl'!'fillf'JCIM1.llll'lW'_""F_~W;l!'J"IlIll~1;i~~'iJ!1!f.rA'!'-\~\'-Nl',Jil\o'ilM'\\1IllII\~'m,"""jj)j1,~li:!'~
CNPH*4821A** ! 45,500 TDR&TXV 14.001 11.50 48,000 3.62 29,600 12.60 8.3 S8CV(A,X)090-16
I CNPH*4821A**. 45.500TDR&TXV 14.00 I 11.50 48,000 3.64 29,600 2.62 8.4 58CV(A,X)110-20
CNPH*4821A** 46,000 TDR&TXV 14.50 I 11.70 48,000 3.68 _ 28,4UU 12.64 8.4 58CV{A,X}135-22
~NPH*4821A** 46,000 TDR&TXV 14.50 11.70 48~OO .3.70- 29,400 2.66 8.5 58CV(A,X)1~
CNPH*4821A** 45,500 TDR&TXV 14.00 11.50 48,500 3.60 29,600 2:60 8.3 58MVB080-20
CNPH*4821A** 45,500 -I-OR&TXV 14.00 11.50 48:000 3.62 29,600 12.60'18.3 58MVB100-20
----ct\fPH*4821A** 45,~OO IOR&TXV' 14.00 11.50 .48,000 3.62- 29,600 12.60 8.3 58MVB120-20
CNPH*4821A""" 46,000 TXV 13.00 10.80 49,000 3.68 30,400 ?.60 8.4
nCNPH~~~.~~~~~~~~~ftDl}~&h~~~~t~.m,~::~:~~~iW~l#r~~~~1~~~
CNPH*6024A** 46,5UU luR&TXV 14.50 11.70 47,000 3.70 29,600 2.66 8.5 I 58CV{A,Xll10-20 I
CNPH*6024A** 46,~ 2DR&TXV 15.00 12.00 47,000 3.74 29,400 2.68 8.5 58CV(A,X)1'35-22 1
CNPH*6024A** 47,000 TDR&TXV 15.00 12.00 46,500 3.76 29,400 2.68 8.6 58CV(A,X)155-22
I CNPH*6024A** 46,500 IlJHcd)(V '14.00 11.:;:.0 4f,UUU ::l.bb ~~,ouu .::.b~ c." I 58MVB080-20 I
I CNPH*6024A*.* 46,500 TDR&TXV 14.50 1170 47,000 3158 I 29,6UO 1264 84 I 58MVB100-20
I CNPH*60:.!4A** I 46,500 TDR&TXV 14.50 1170 47~00 368 I 29,600 2.64 84 J 58MVB120-20 I
) CNPH*6024A** I 47,000 TXV 1300 1080 45,000 366 J 30,600 262 I 8.5 I
1~-t\j~~~}'1Jh~8~~..~~~~~"f:.'SM';~~'J'1f~t~1'(j~iJI~~f.IIc.l:~~~~~.lft1:~~~-.mrJC'
~NPV*4821A** 45,500 TDR&TXV 1400 I 11 50 46,000 1 3 64 !~OO 262 84 58CV(A,X)110-20
iCNPV*4821A** 45,500 TDR&TXV 1400 11.50 48,500 I 360129,600 260 83 58MVB080-20
I CNPV*4821A** 45,500 iOR&TXV 14.00 I 11.50 48,000 I 3.62 I 29,600 2.60 8.3 58MVB100-20 I
I CNPV*4821A** 46,000 TXV 13.00 10.80 49,000 I 3.68 I 30,400 2.60, 8.4
:~m~!:~":~r1:~rrrr-;m=~TIr,=~~!!jf~1r~I'!r11g~~!~r~~
~ CNPV'4824A" 45,500 TDA&TXV 14.00 11.50 48,000 3.62 29,600 2.50 8.3 58MVB120-20
CNPV*4824A** 46,000 J TXV ,13.00 10.80 49,000 3.68 30,400 2.60 I 8.1
~~;'~~~~~"m'lm'!.?N;M1~'ti~;m~~imlJt~~itlf&~~~~~:~i'.t)}~ffj;Jf~~~~11f~.~~~i~.
,;,ee I1m~ .onpg.1 (
Unit Size -
Series
42 -30
42-50
42-60
48 -30
48-50
48 -60
Indoor. Model
Cooling
Capacity
Coolinr-
Factory
Enhance
Standard
Rating
'.
.~; ~
'"
I 58CV{A;X)070-12 I
58GV(A,X}090-16 1
58CV(A,X)110-20 1
58CV(A,X)135-22 ~
58CV(A,X)155-22 I
58MVB040-'14
58MVB060-14 i
58MVB080-14 1
58MVB080-20 1
58MVB100-20 ;
58MVB120-20 1
1
.1
1
I
I
I
I
,
(&
COMBINATION RATINGS CONTINUED
I ARI Standard Ratings
I Cooling Heating
Cooling
Cap~clty I Factory I Standard SEER High Temp Low Temp Furnace Model
Enhance Rating TOR EER E Capac- H Capac- H HSPF
ity E COP ity COP
I CNPV*6D24A"'* 46,500 I TDR&TXV I 15.00 12.00 47,000 3.74 29,400 2.68 8.5 58CV(A,X)135-22
I CNPV*6024A**. I 47,000 I TDA&TXV I 15.00 112.00 I 46,500 3.76 29,400 2.68 8.6 58CV(A,X)15S-22 1
I CNPV*6024A** I 46,500 I TDR&TXV I 14.50 111.701 47,000 3.68 29,600 2.64 1 8.4 58MVB120-20 1
f~~i~~~~~~~=~r;~i~:&~;l;&}~;A!r?;rat~~E~;~~~~~~~~~
I CSPH*4812A** 45,500 TDR&TXV 14.00 11.50 48,000 3.70 29,600 12.62 I 8.4 58CV(A,X)110-20 I
I CSPH*4812A** 45,500 TDR&TXV 14.50 I 11.70 48,000 3.72 29,600 2.64 8.5 58CV(A,X)135-22 I
,I CSPH*4812A** 45,500 TDR&TXV 14.50 11.70 48,000 3.76 29,400 2.66 8.6 58CV(A,X)155-22 I
I CSPH*4812A** 45,500 TDR&TXV 14.00 11.50 48,500 I 3.66 29,800 2.60 8.4 58MVBOBO-20 1
L CSPH*4812A** 45,500 TDR&TXV 14.00 11.50 48,000 3.68 29,800 2.62 8.4 58MVS100-20]
r CSPH*4812A** 1 45,500 j TDR&TXV 14.00 11.50 48,000 3.66 29,600 2.62 8.4 58MVB120-20 I
I CSPH*4812A*.* _ 46,000 TXV l 13.00 110.80 4~,000, 3.72 1 30,600 _ 2.62 8.5 I
1~~-!l.~~.'!fllJ~~~'~"'1iliil~I'~>~_"w"~"fll::!!\ili1!\\W';,~,!,!1l'~~;~1i!ii'(1:Il>\a'ti4ll
I CSPH*6012A** I 46,500 I TDR&TXV 114.50 11.70 I 47;000 I 3.74 29,600 2.66 8.5 ~ 58CV{A,X)090-16 1
I CSPH*6012A** 46,500 1 TDR&TXV 14.50 . 11.70 46,500 3:76 29,600 2.68 8.6 I 58CV(A,X)110-20 1
I CSPH*6012A** 46,500 1 TDR&TXV 15.00 12.00 46,500 3.78 29,600 2.70 8.6 I 58CV(A,X)135-22 I
1 CSPH*6012A** 46,500 TDR&TXV I 15.00 12.00 46,500 3.80 29,400 2.70 8.7 1 58CV(A,X)155-22 I
I CSPH*6012A** 46,500 TDR&TXV I 14.50 111.70 47,000 3.70 29,800 2.64 8.5.1 58MVB080-20 1
I CSPH*6012A** 46,500 TDR&TXV I 14.50 11.70 47,000 3.72 29,800 2.66 8.5 58MVBtOO-20 I
I CSPH*6012A** 46,500 TDR&TXV 14.50. .11.70 I 47,000 3.72 29,600 2.66 8.5 58MVB120-20 1
[""" CSPH*6012A** 47,000 TXV 13.00 10.80 _ 45,000 3.68 30,600 2.64 8.5 I
1 *:FY4ANB060 59,500 TOR&TXV 13.00 10.80 60,000 3.62 38;500 2.56 8.0 I
I FE4ANB006 I 60,000 I TDR&n<V 14.00 11.5058,500 3.74 ]36,200 2.68 8.2 1
~:~1~1;~l=~%1~~~j~~k;~~j,E;~w1~~ltt~Wicr:~~Rt'~~I~'m~l~~J
I CA-P**6021A*~ I 58,000 j TDR&TxV 1 13.50 I, 111.20'1 56,500 ] 3.."" J 36,000 12.52 I. .7.8 I 58CV(A,X)110-20 I
lill'~;:~~~iW'';~'1'II~~m\,~~~=~r;~;;,.~tlil'''?~~~'>:1'';~rlTh1ffi;iliif~:lil!:R~1
1 CAP;'*6024A*; 59,000 I TDR&TXV "13.50 f .11.50 I 57,500 '13.50 35,800 r 2.54 7.8 I 58CV(A,Xl135-22 1
I CAP**6024A** 59,000 TDR& TXV 14.00 I 11.50 57,500 3.54 35,800 1 2.56 7.9 58CV(A,X)155-22 I
~;~;mlli~~~1;!i~~it!'if~~~_J~::;~1~~.~~~~~C~~~~:
I CNPH*6024A** 58,500. TDR&TXVT 13.50 I 1.1.1.20157'500 I 3.46 36,000 2.52 7.7 58CV(A,X)110-20 I
I CNPH*6024A** 58,500 TDR&TXV I 13.50 11.20 57,000 I 3.48 35,800 2.54 7.8 S8CV(A,X)135-22 1
1 CNPH*6024A** 59.000 TDR&TXV I 14.00 111.50 _ 57,000 J 3.52 35,800 2.56 7.6. 58CV(A,X)155-22 1
I CNPW6024A" 59,500 n<V '..:. I 13.00 1'0.80 J 58,500 3.54 . . 37,600 2.60. 8.0 I
11~!f:fE!~I' '!i5r'!!r:~~t~~~m<i~l~~I'r::1!i!r~~nf7i:E~~:
I CNPV*6024A** 59,500' I TXV 1 13.00 10.80 58,500 13.54 36,800 2.54 7.9 I . I
1~~M~~iZ!lIl'HMi!l!l!l'fi!l1'Ill.iI'~g,,'ilI!J>!l1~~~~,~'\"J7.!i~i!iI_:!I.,';jf;ji!l~]l1
I CSPH~601.2A** . 59,000 I TDR&TxV I 13.50 111.20 I 57,500 3.52 36,000 2.54.. 7.8 I 58CVIA,XI1.io-2iil
I CSPH*6012A** . 59,000 TDR&TXV 14.00 I 11.50 I 57,500 3.56 35,800 2.56. 7.9 I 58CV(A,X\135-22 1
I CSPH*6012A** 59-000 1 TDR&TXV 14.00 I . 11.50 1.57,500 3.58 35800 2.58 "7.9 1 58CV(A,X)155-22 I
l CSPH*6012A** . 60,000 1 TXV 1 _ 13.00 10.8059,000 _ 3.62 _ 37,000 " 2.56 8.0 I' ;
Ratings'are net varues-reflecting:the effects of circulating fan heat. supplemental electric heat is not included. Ratings,are,based on:
Cooling St~ndard: 600F (270C) db 670F (190C) wb indoor entering air temperature and 950F (350C) 9b air entering outdoor unit.
High-Temp Heating Standard: 70aF (2PC) db indoor entering air. temperature and.4rF (80C) db 430F (6~C) wb air entering 'outdoor unit.
low-Temp Heating St~ndard: 700F (21 .C) db indoor entering airtemperature and 1rF (:!:90C) db 150F (.:l:10.C) wb air entering outdoor unit.
SEER ~ S~asonal Energy Efficiency Ratio ' .
COP ;- Coefficient of Performance
TOR --::-Time:"'Oela.y Relay
HSPF ~ Heating Seasonal. Performance Factor
,EER '- Energy Efficiency Ratio
Unit Size -
Series
Indoor Model
48-30
48 -50
48-60
60-30
60-50
60-60
;,.., .'..
1t I
ORDERING DATA (52P AND. 52C)
. .
if
For immediate assistance, can 1-800.827-7435 or contact
your local Carrier dealer.
Standard Unit
. Chassis with front panel
Electro-mechanical controls
Cord-connected chassis for 230/208-v and 265-v
units
Lead-time: Many models are in 'stock for immediate
delivery; call for lead~limes, .
EXTERIOR
GRILLE
(ACCESSORY)
FRONT
PANEL
(STANDARD)
PLUG TESTI
RESET BUTTONS
CHAss'rs -
(STANDARD)
WALL SLEEVE
(ACCESSORY)
Standard 52P or 52C Unit
PRODUCT CATALOG
NUMBER
PE
3 12
3
AA.
..,-
Series Designation .
PTAC (Packaged Tenninal Air Conditioner),
Premier Series
PC - Cooling Only
PE - Cooling with Electric Heat
PO - Heat Pump'
comfort Series
CE' - Cooling with Electric Heat
CO - H9at Pump
52
T
,.
Chassis ORJ_lons
M-'Stari~i",f .
'CP 7" CClrrijsionProtection
AC" Wall'Th<>rrtlOStat Control (Not available
. on co6ling'oniY,:units) .
RP ~ Wall Thermostat COntrol with
C6rrrislon'Prbtection (Not available on
c:ool!~ only units)
Electric Healer Size
o - No Heater (Cooling Only Units)
2 - 2.3kW. -
3-3,4kW
5 - 5,OkW
Cooling Cepacity (nomina/)
07 - 7,000 Btun
09 - 9.000 Btun
12 ~ 12.000 Btun
15 -15,000 B1un
ElecIl"lcel Data
3- 2301208-v, 60 Hz
. 4- 265-v. 60 Hz
14
11--,
PRODUCT DATA (52C}.
MODEL
NUMBER
52Ca
207-3
307-3
209-3
309--3
212-3
312-3
512-3
215-3
315~3
515-3
PERFORMANCE AND ELECTRICAL DATA
MODEL 52CQ (230/208-1-50)
CAPACITY' (Btuh) I
I Heating HEATER EER COPt
Cooling - kW
Rev. eye. I Electric l
7,0001 6,900 6,100/ 6,000 7,800/ 6,400 1 2.3
7,000/6,900 6,100/ 6,000111,600/ 9,7001 3.4
9,000/ 8,900 7,900/ 7,8001 7,800/ 6,400 I 2.3
9,0001 8,900 7,900/7,800111,6001 9,7001 3.4
112,000/11,900 10,800/10,7001 7,800/ 6,4001 2.3
112,000/11,900110,800/10,700111,6001 9,7001 3.4
112,000/11,900110,800/10,700 117,000/13,600 I 5.0
114,600/14,300 114,100/13,500 1 7,800/ 6.4001 2.3
114,600/14,300114,100/13,500111,600/9,7001 3.4
114,600/14,300 114,100/13,500 117,000/13,600 1 5.0
VOLTAGF
RANGE
~(Volts)
111.1/11,13.1/3.11
111.1/11.113.1/3.1
110.7/10.713.1/3.11
110.7/10.713.1/3.11
110.1/10.113.013.0
110.1/10.113.013.0
110.1/10.113.0/3.0
I 9.5/ 9.513.013.0
I 9.5/ 9.513.0/3.0 I
I 9.5/ 9.513.013.0 I
187-253
AMPS WATTS
Cooling Heating.... Cooling I Heating
I 3.0/3.2 10.41 9.5 I 631/ 62212393'1985
13.0'3.2115.2114.11 631/62213493'2935
I 4.3'4.7 110.4/ 9,5 I 841/ 83212393'1985
, 4.3'4.7 115.2114.11 841/83213493'2935
15.1/5.5110.8/9.9111881117812470/2047
I 5.1/5.5 115.6114.5 i 1188'117813570/2997
I 5.1/5.5 122.5/20.011188'117815170/4147
I 6.517.1 J 10.81 9.9 11537/150512470/2047
16.517.1 115.6114.511537/150513570/2997
I 6.517.1 122.5/20.011537/150515170/4147
MODEL POWER FAN MOTOR I MAX FUSE. MIN, RECEP, R-22 OEHUMIDIFI- SENSIBLE APPROX.
NUM8ER FACTOR Full Indoor SIZE CIRCUIT TACLE. CHARGE CATION HEAT CHASSIS
52Ca (%) Horsepower Load CFM (Amps) . AMPS TYPE, (oz) (Pints/Hr) FACTOR SHIP WT.
Amps LOIHltt (Ib)
207-3 100 0.44 220'260 , 15 13.0 A 26 0.78 125
307-3 0.075 20' 19.0 B ,I 1.5
209-3 99 1220'260 : 15 13.0 A I 28 0.73 125
309~3 0.075 0.44 20 19.0 B I 2.4
212-3 I 15 13.3 A I
312-3 99 0.125 0.75 270'350 I 20 19.3 B I 28 3.4 0.71 140
512-3 I 30 27.9 C I
215-3 I 15 13.3 A ,I
315-3 99 0.125 0.75 270'350 I 20 19.3 B '1 32 4.6 0.67 150
515-3 I 30 27.9 C
LEGEND
EER - Energy Efficiency Ratio'
"'Rated in accordance with ARI Standard 380~g3.
tCoefficient of Performance (COP) .t47 F outdoor ambient
temperature.
"Electric resistance heater power and fan motor power..
ttF.n motor indoor CFM(LOIHI) shown for 230-1-60 units.
'. y~SSIt:/~
c@us CC;;~~J'US,
-.'."',
'. "
, I
AfllI(::SA.SlMId.rdSll1t.l1ll
l'odiI;<dT........_~
New York City O"epartment of Buildings, Material and Equipment
Accepta~ce ~ M EA #242-Q4-E . ., .
RECEPTACLES AND FUSE TYPES
. NEMA'CONFIGURATION
TIME DELAY FUSE OR HACR
CIRCUIT BREAKER (AMPS)
HEATER (KILOWATTS)
LEGEND
HACR . - Heating; Air Conditioning. and Refrigeration I
NEMA - National Electrical Manufacturers Association
"
.May be used for 15-amp applications jffus~ for 15camps.'
, I
6-15R
15
230/208
250/20 250/30
..6:) Ci)
B .
A C
I 6-20R I 6-30R
I 20' I 30
I 3.4 i 5.0
UNIT NAMEPLATE VOLTAGE
OUTLET RATED VOLTS/AMPS
250115
OUTLET BLADE CONFIGURATION
@
,
, 2.3
,. -,.
.... ~ '"
,.. ~ ..1 - . ."
, .
.".... . ,~.. .. "'~.,
38
'.-.
.- ...~~., .--.." .~.~."- q
1-1
PERFORMANCE AND ELECTRICAL DATA
MODEL 52CQ (265-1-50)
MODEL CAPACITY' (Btuh) I AMPS WATTS
NUMBER . HEATER EER COPt VOLTAGE Cooli ng I
c r Heating kW RANGE Cooling Heating** Heating
52CQ < 00 In .
9 I Rev. Cvcle I Electric
207-4 7.000 6,100 7,BOO I 2.3 11.1 I 3.1 2.6 9.2. 631 I 2396
307-4 I 7,000 I 6,100 I 11,600 I 3.4 I 11.1 I 3.1 I I 2.6 13.3 631 I 3496
209-4 I 8,900 I 7,700 I 7,800 I 2.3 I 10.7 I 3.1 I I 3.6 I 9.2 832 I 2396
309-4 I 8,900 I 7,700 I 11,600 I 3.4 I 10.7 I 3.1' I I 3.6 I 13.3 832 I 3496
212-4 I 12,000 I 10,Boo I 7,800 I 2.3 I 10.1 I 3.0 I I 4.7 I 9.4 1188 I 2470
312-4 i 12,000 I 10,800 I 11,600 I 3.4 i 10.1 i 3.0 I 239-292 I 4.7 I 13.5 1188 I 3570
512-4 I 12,000 I 10,800 I 17,000 I 5.0 I 10.1 I 3.0' I I 4.7 I 19.6 1188 I 5170
215-4 I 14,600 I 14,100 I 7,800 I 2.3 I 9.5 I 3.0 I. I 5.7 I 9.4 1537 I 2470
315-4 J 14,600 I 14,100 I 11,600 I 3.4 I 9.5 I 3.0 1 I 5.7 I 13.5 1537 I 3570
515--4 I 14,600 i 14,100 I 17,000 I. 5.0 I 9.5 I 3.0 I 5.7 I 19.6 1537 I 5170
MODEL POWER I FAN MOTOR I MAX. FUSE MIN. RECEP- R-22 DEHUMIDI- SENSIBLE I APPROX.
NUMBER FACTOR I I Full Indoor I SIZE CIRCUIT TACLE CHARGE. FICATION HEAT CHASSIS
52CQ % Horsepower Load . CFM (Amps) AMPS TYPEtt (oz) (PintslHr) FACTOR SHIP WT,
Amps LOIliI (Ib)
.207-4 I 0.075 I 0.46 2201260 I 15 I 11.3 A' I 1.5 0.78 125
97 26
307-4 20 I 16.5 B
209-4 97 I 0,075 I 1.2201260 : 15 I 11.3 A. i 2.4 0.73 125
309-4 0.46 20 I 16.5 B 28
212-4 15 I 11.6 A
312-4 99 0.125 0.71 270/340 20 I 16.7 B 29 3.4 0.71 140
512--4 25 I 24.3 C
215-4 I 15 I 11.6 A
.315-4 96 0.125 0.71 2701340 I 20 I 16.7 B' 33 4.6 0.67 150
515-4. I 25 I 24.3 C
LEGEND
EER - Energy'Efficiency Ratio
"Rated in accordance with ARI Standard 380-93.
tCoefficient of P.erformance (COP) at 47 F outdoor ambient
temperature.' '.
....Electric resistance heater power and.fan,motor power.
ttAlI 265.v units require an electrical subbase (receptacle or hard-
wire model). .
c@us
.,.,~SSIf:/~ II.
"'~.'() ".,
U ' , I
C @ L .US ARl/CSUtendlrd'lllt3ef)
~~....r.oJ_P"""",
New, York City Department of Buildings. Material and Equipment
Acceptance ~ MEA #242-04"E .
RECEPT~ClES AND'FUSEiTYPES
UNIT NAMEPLATE VOLTAGE
OUTLET RATED VOLTs/AMPS
NEMA CONFIGURATION
TIME DELAY FUSE OR HACR
CIRCUITBREAKER (AMPSl
HEATER (KILOWATTSl
LEGEND
HACR Heating. Air Conditioning, anci:Aefrigeration
NEMA National Electrical.Manufacturers Association
7-15R
15
2.3
265
277/20 277/30
A @ B @ C
I 7-20R 7-3OR
I 20 30
I 3.4 5.0
277/15
OUTLET BLADE CONFIGURATION
@
. 39
, ~ .;.
...
..'
'1u"
PRODUCT DATA (52C) (cont)
. PERFORMANCE AND ELECTRiCAL DATA
MODEL 52CE (230/208-1-60)
MODEL CAPACITY' (Bluhl HEATER I VOLTAGE I AMPS WATTS
NUMBER Cooling Heating kW E~R RANGE I Cooling I Heatingt Cooling I Heating
52CE j IVolls)
207-3 7,000/ 6,900 7,800/ 6,400 2.3 11.1/11.1 3.013.2 10.4/ 9.5 631/ 622 2393/1985
307-3 I 7,0001 6,900 11,600/ 9,700 3.4 11.1/11.1 I I 3.013.2 i 15.2114.1 631/ 622 I 3493/2935
209-3 I 9,000/ 8,900 I 7,800/ 6,400 2.3 10.7/10.7 I I 4.014.3 I 10.41 9.5 841/ 832 I 2393/1985
309-3 I 9,000/ 8,900 I 11,6001 9,700 3.4 10.7/10.7 I I 4.014.3 I 15.2114.1 841/832 I 3493/2935
212-3 I 12,000111 ,900 I 7,800/ 6,400 2.3 10.1/10,1 I 187-253 I 5.415.8 I 10.8' 9.9 1188'1178 I 2470/2047
312-3 I 12,000/11,900 I 11,6001 9,700 3.4 10.1/10.1 I I 5.415.8 I 15.&'14.5 1188'1178 I 357012997
512-3 I 12,000/11,900 I 17,000113,600 5.0 10.1/10.1 I I 5.415.8 I 22.5120.0 I 1188'1178 I 5170/4147
215-3 I 14.600/14,300 I 7.8001 6,400 2.3 9.51 9.5 .1 6.417.1 I 10.8' 9.9 I 1537/1505 I 2470/2047
315-3 I 14,600/14,300 , 11,6001 9.700 3.4 9,51 9.5 I I 6.417,1 I 15.&'14.5 I 1537/1505 I 3570/2997
515-3 I 14,600114,300 I 17,000/13,600 5.0 . 9.51 9.5 I I 6.417.1 I 22.5120.0 I 1537f1505 I 5170/4147
MODEL I POWER I FAN MOTOR I MAX.
NUMBER FACTOR ,Full I Indoor I FUSE
52CE (%) Horsepower Load CFM SIZE
Amps LOIHI" (Amps)
207-3 100 0,075 0.44 12201260: 15 I
307-3 20 I
209-3 99 0,075 0.44 .12201260 I 15 I
309--3 20 I
212-3 I 15 I
312-3 99 0.125 0.75 270/350 I 20 I
512-3 I 30 I
215-3 I 0.75 I 15 I
315-3 95 0.125 270/350 I 20 i
515~3 I 30 I
MIN. RECEP- R-22 DEHUMIDIFI- SENSIBLE APPROX.
CIRCUIT TACLE CHARGE CATION HEAT SHIP WT,
AMPS TYPE (oz) (PintslHr) FACTOR (Ib)
13.0 A I 0.78 125
19.0. B I" 21 1.5
13.0 A I 2.4 125
19.0 B I 28 0.73
13.3 A I.
19.3 B I 29 3.4 0.71 140
27.9 C I
13,3 A I
19.3 B I 32 4.8 0.66 150
27.9 C I
LEGEND
EER - Energy EffICiency Ratio
*Rated in accordance with ARI Standard 31 0-93.
tElectric resistance heater power and fan motor power.
"Fan molor indoor CFM (LO/HI) shown for 230-1-60 unils.
.~S.S.IFI<>.. ~
I(j.\ '~~ .,
C\!yUS ,C\!'y US =:.~"~~
New York City Department of Build-
ing~. Material and E9uipment Acceptance - MEA #242-04-E
RECEPTACLES AND FUSE TYPES'
UNIT NAMEPLATE VOLTAGE
OUTLET RATED VOLTs/AMPS .
TIME DELAY FUSE OR HACR
CIRCUIT BREAKER lAMPS}
HEATER (KILOWATTSi
LEGEND
,- HACR - Heating, Air Conditioning, and Refrigeration
NEMA - National Electrical Manufacturers AssOciation
*May be used for 15;.amp applications if fused for 15,amps.
15
2.3
2301208
250i20 250/30
@ ~
.. B C
20' 30
3A 5.0
250115
,f
Q
CD. A
OUTLET BLADE CONFIGURATION
40.'
., ,.' ,': :"c- -'~< ,
"'-,. '
" .
"15 I
PERFORMANCE AND ELECTRICAL DATA
MODEL 52CE (265-HO)
MODEL CAPACITY' (Bluh) HEATER VOLTAGE AMPS WATTS
NUMBER Cooling Heating kW EER RANGE Cooling Heatingt Cooling Heating
52CE (Vollsl
207-4 7,000 7,800. I 2.3 11.1 2.7 9.2 631 2396
307-4 7.000 11,600 I 3.4 11.1 2.7 13.3 631 3496
209-4 6,900 7,800 I 2.3 10.7 3.4 9.2 832 2396
309-4 8,900 11.600 i 3.4 10.7 3.4 13.3 832 3496
212-4 12,000 7,800 I 2.3 10.1 239-292 4.7 9.4 1188 2470
312-4 12,000 . 11,600 I 3.4 10.1 4.7 13.5 1188 3570
512-4 12,000 17,000 J 5.0 10.1 4.7 19.6 1188 5170
215-4 14.600 , 7,800 I 2.3 9.5 5.7 9.4 1537 2470
315-4 14,600 11,600 I 3.4 9.5 5.7 13.5 1537 3570
515-4 14,600 17,000 I 5.0 9.5 5.7 19.6 1537 5170
MODEL POWER I FAN MOTOR I MAX. FUSE MIN. RECEP- R-22 DEHUMIDI. SENSIBLE APPROX,
CHASSIS
NUMBER FACTOR I I Full /.Indoor ,. SIZE CIRCUIT . TACLE CHARGE FICATlON HEAT SHIP WT
52CE. % Horsepower Load CFM (Amps) AMPS . TYPE:' (oz) (PintslHi) FACTOR (Ib)
Amps LOIHI
207-4 I 97 I 0.075 1 0.46 12201260: 15 I 11.3 I A 22 1 1.5 O.7B 125
307-4 I 20 I 16.5 I' B.
209-4 I 97 1 0.075 I' 0.46 12201260: 15 I 11.3 A 29 I 2.4 0.73 125
309~4 20 I 16.5 B
212-4 I 15 I 11.6 A.
312-4 99 0.125 0.71 2701340 I 20 I 16.7 B 28 3.4 0.71 140
.512-4 I 25 I 24.3 C
215-4 I 15 I 11.6 A:
315-4 100 0,125 0.71 2701340 I 20 I 16.7 I B 32 5.0 0.66 150
515-4 I 25 I 24.3 J C
LEGEND
EER - Energy Efficiency Ratio
"Hated'in accordance with ARI Standard 310-93.
tElectric"resistance heater power and fan motor power.
"All 265-v units require an electrical subbase (receptacle or hard-
. wire model). .
c@us
. ~SS/"/~. II"
~"~<> ' ,,' '
U . 'I
c@L US ARUCSAStlI~.rdI10n00.
_o;e:lfeonlllel.o.itCooJl_
, New York City Department of Buildings. Material and Equipment
Acceptance -'- M EA#242-04-E
RECEPT4cLES AND FUSE TYPES
"
277/15.
@A
7-15R.
265
277/20 . I
@B
.UNIT NAMEPLATE VOLTAGE
OUTLET RATED' VOLTs/AMPS
NEMA CONFIGURATION
TIME DELAY. FUSE.oR HACR
. CIRCUIT BREAKER (AMPSl
HEATER (KILOWATTSl
LEGEND
HACR Heating, Air Conditioning. and Refrigeration
NEMA NationaJ Electrical Manufacturers Ass~iation
15
.2.3
7-20R
20
3.4
277/30
@ C
7-30R
30
5.0
OUTLET BLADE CONFIGURATION
4.1..
,;.,
, .f
-'..'
EXPANDED RATINGS DATA (52P AND 52C)
COOL~GPERFO~CE
ALL 7000 NOMINAL BTUH MOOELS
Evaporator entering air temp. - 80 F Evap. air - 260 CFM
TEMP (F) AIR ENT.
CQND (40% RH)
MBtuh
80 kW
I
MBtuh
85 kW
I
90 I M~fh
I MBtuh
95 kW
I
I MBtuh
100 kW
I
., MBtuh
105 kW
I
I MBtuh
110 kW
I
I MBtuh
115 kW
I
I
/ 57.00
7.05
0.54
2.35
I 6.93
0.56
2.45
I 6.85 I
0:59
2.56
/ 6.76 I
0.61
2.67
I 6.70 I
0.64
2.79
/ 6.57 I
0.67
2.91
I 6.42 I
0.70
3.03
/. 6.28 1
0.73
3.17
EVAP AIR - EWB (F)
62.00
7.23
0.54
2;36
7.08 I
0.57
2.46
6.95 I
0.59
2.56
6.81 I
0.61
2.67
6.70 I
0.64
2.79
6.59 -,
0.67
2.91
6.41 I
0.70
3.04,
6.27 I
0.73
3.17
LEGEND
Entering Wet Bulb
Compressor Current Amps
Total Power
Total Cooling Capacity (Bluh in thousands)
Relative Humidity
EWB
I
kW
MBtuh
RH
NOTES:
1. Tolal current (l) based on 230-voll system.
2. Evaporator entering dry bulb air temperature is 80 F.
67.00
8.04
0.55
2.37
7.90
0.57
2.48
7.72
0:59
2.58
7.54
0.62
2.68
7.36
0.64
2.79
7.17
0.67
2.91
6.97
0.70
3.03
6.76
0.72
3.17
72.00
8.85
0.55
2.39
8.71
0.57
2.49
I 8.54
0.60
2.59
., 8.35
0.62
2.89
I 8.17
0.64
2.80
1 7.98
0.67
2.92
I 7.79
0.70
3.03
I 7.59
0.73
3.16
52CQ 12,000 NOMINAL BTUH MODELS
Evaporator entering air temp. - BO F Evap. air - 350 CFM
TEMP (F) A. IR ENT.
CONO (40""" RH) .
I MBtuh
80 kW
I
I MBtuh
85 kW
,
I MBtuh
90 kW
I
I MBtuh
95 kW '
I
I' MBtuh
100 kW
I
,. MBtuh
105 kW
I
I MBtuh
110 kW
I
I MBtuh
115 kW
I
57.00
12.44
1.06
4.65
112.29
1.10
4.85
/12.10
1.15
5.05
/11.89
1.20
5.26
/11.66
. 1.25
5.48
111.43
1.30
5.70
/11.19
1.35
5.94
/10.94
1.41
6.18
EVAP AIR - EWB (Fl
I 62.00 /'67'00
12.74 13.61
1~00 1.05
4.65 4.59
112.51 /13.52
1.10. 1.09
4.84 4.80
/12.29 113.20
1.15 1.13
5.05 4.98
112.01 112.97 /
1.20 U8
. 5.26 5.18
111.73 112.72 I
1.25 1.23
5.48 5.40
111.48 /12.40 1
1.30 1.28
5.70 5.62
111.23 /12..20 I
1.35 1.33
. . 5.94 5.86
110.98 111.91 I
1.41' 1.39
6.18 6.10
LEGEND
Entering Wet Bulb
Compressor Current Amps
Total Power
Total Cooling Capacity (Btuh in thousands)
Relative Humidity .
EWB
I
'kW
MBtuh
RH
NOTES:
1. Total current (I) based on 230~volt system.
2. Evaporator entering dry bulb air temperature is 80 F.
72.00
13.84
1.02
4.48
13.90
1'.07
4.69
13.84
1.11
4.91 .
13.70
1.17
5.12
13.34
1.21
5.31
13.12
1.26
5.52
12.98
1.31
5.76
12.73
1.37
6.00
1b
ALL 9000 NOMINAL ElTUH MODELS
Evaporatocentering air temp. ~ 80. F Evap. air - 260 CFM
TEMP (F) AIR ENT.
CONO (40""" RH)
MBtuh
80 kW
I
MBtuh
85 kW
I
I' MBtuh
90 kW
I.
I MBtuh
95 kW
I
I MBtuh
100 kW
I
I MBtuh
105 kW
I
1 MBtuh
110 kW
I
I MBtuh
115 kW
I
57.00
8.58
0.71
3.14
I 8.44 I
0.75
3.28
I 8.29 /
0.78
3.44
I 8.12 I
0.82
3.59
I 7.94 I
0.85
3.74
I 7.75 I
0.89
. 3.89
I 7.57 ,.
0,92
4.06
., 7.38 1
0.96
4.24
EVAP AIR - EWB (F)
62.00
8.91
0.72
3.14
8.72
0.75
3.28
8.52
0.78
3.44
8.30
0.82
3.60
8.07
0.85
3.74
7.84
0.89
3.90
7.60
0.93
4.07
7.38
0.97
4.24
67.00
9.71
0.71
3.13
I 9.56
0.74
3.27
I 9.47
0.78
3.42
I 9.29
0.81
3.58
1 9.06
0.85
3.74
1 8.B3
0.89
3.92
1 8.59
0.93
4.10
I 8.32
0.97
4.27
LEGENO"
Entering Wet Bulb
ComRressor Current Ai'ilps
Total Power
Total Cooling Capacity (Btuh in thousands)
Relative Humidity
EWB
I
kW
MBtuh
RH
NOTES:
1. Total current (I) based on 230-volt system.
2. Evaporator entering dry bulb air temperature is 80 F.
72.00
10.46
0.71
3.12
110.48
0.74
3.27
110.39
0.78
3.41
110.26
0.81
3.56
110.07
0.85
3.72
I 9.80
0.88
3.89
I 9.67
. ~:~
1 9.41
0.97
4.24
52PC,PE,CE12,000 NOMINAL BTUHMODELS
Evaporator ~ntering air temp. ~ 80 F Evap. air - 350 CFM
TEMP (F)AIR ENT.
CONO (40""" RH)
MBtuh
80 kW
I
MBtuh
85 kW,
I,
.90 I M:r'~
1 MBtuh
95 kW
I
I MBtuh
100. kr~
105 I M:r~
I MBtuh
'110 kW.'
I
I;' MBtuh
115 kW.
I,
57.00
12.17
1.07
4.73
111.95
1.11
.4.93
111.74
1.16
5.14
111.54
1.21
5.36
'111.37
1.26
5.58
111.19 I
1.31
5.81
111.04 I
1.37
6.06
110.86 I
1.42
6.31
EVAP AIR - EWB (f
62.00 67.00
12.50 12.83
1.07 1.05
4.74 4.65
12.35 12.72
1.11 1.10
4;95 4.86
12.10 12.62
1.16 1.15
5.16 5.08
11.90 12.50
1.21 1.20
5.38 5.31
11.68 12.35
1.26 ,1.25
5.60 5.54
11.47.112.17
. 1.31 1.30
5.B3 5.78
11.28 111.93
1.37 1.35
6.07 6.01
11.02 '/11.59
1.42 1.41
6.31 6.25
LEGEND
EWe Entering Wet Bulb
I Compressor Current Amps
kW Total Power
MBtuh Total Cooling Capacity (Btuh in thousands)
RH' R~lative'Humidity. .
NOTES: .
1. Total current (I) basec(on 230-volt system.
2. Evaporator entering dry bulb air temperature is 80 F.
~42 '
." . ~.
72.00
13.23
1.03
4.57
13.19
1.08
4.79
13.00
1.13
5.00
12.95
1.17
5.21
12.80
1.23
5.45
.12.63
1.28
5.68
12.44
1.33
5.92 _
12.19
1.39
'6.17
:fH
COOLING PERFORMANCE (cont)
52PQ 12,000 NOMINAL BTUH MODELS ALL 15,000 NOMINAL BTUH MODELS
Evaporator entering air temp. - BO F Evap. air - 350 CFM Evaporator entering air temp. - BO F Evap. air - 350 CFM
TE. MP.(F) AIR ENT.
. COND (40% RH)
MBtuh
80 kW
I
MBtuh
85 kW
I
I MBtuh
90 kW
I
I MBtuh
95 kW
I
I MBtuh
100 kW
I
I MBtuh
105 kW
I
I MBtuh
110 'kW
I
I MBtuh
115 kW
I
57.00
11.79
0.97
4.29
11.60
1.02
4.49
111.39 I
1.07
4.69
1'1.17 I
1.12
4.90
/".66 I
1.17
5.12
/,2.,6 I
1.22
5.34
1'2.69 I
1.27
5.57
1'3.23 I
1.32
5.61
EVAP AIR - EWB (F)
62.00
11.95
0.97
4.27
11.74 I
1.02
4.48
11.49 I
1.07
4,68
11.24 I
1.12
4.90
10.97 I
. .1.17
5.12
10.70 I
122
5.34
10.45 I
1.27
5.5T
10.19 I
1.32
5.81
67.00
12.65
0.95
4,17
12.48
1.00
4,38
12.28 I
1.04
4.59
12.05 1
1.09
4.80
11.78 I
1.14
5.02
11.50 I
1.20
5.25
11.17 I
1,25
5.48
10.83 I
1,30
5.72
LEGEND
Entering Wet Bulb
Compressor Current Amps
Total Power
Total Cooling Capacity (Btuh in thousands)
Relative Humidity
EWB
I
kW
MBtuh
RH
. NOTES:
1. Total current (I) based on 230-volt system.
2. Evaporator entering dry bulb air temperature is 80 F.
MODEL
52PC,PE,PQ,CE,CQ
All 7,000
Nominal Btuh
Models .
All 9,000
Nominal Btuh
Models
52CQ 12,000
Nominal Btuh
Models
52CE,PC,PE 12,000
. Nominal Btuh
Models
52PQ 12,000
Nomlnal.Btuh
. M~dels
All 15,000
Nominal Btuh
Models
LEGEND
DB Dry Bulb
WB - Wet Bulb
72.00
13.17
0.93
4.08
12.97
0.97
4.27
12,79
1.02
4.48
12.58
1.07
4.69
12.33
1.12
4.91
12.04
1.17
5.13
11,75
1.22
5.36
11,39
127
5.59
80
0,91
0.89
0.71
'0.53
0.93
0.86
,0.67
0.51
0.94
0.88
0.69
0.50
0.92
0.89
0.68
0.51
0.93
0.89
0.69
.0.51
0,86
0.67
0.50.
TEMP (F) AIR ENT.
COND (40% RH)
MBtuh
80 kW
I
MBtuh
85 kW
I
MBtuh
90 kW
I
I MBtuh
95 kW
I
I MBtuh
100 kW
I
,. MBtuh
105 kW
I
I' MBtuh
110 kW
I
I MBtuh
115 kW
I
I
112.98
1.67
7.32
1'2.78
1.74
7.63
112.51
1.81
7.95
112.24
1.88
8.27
1".95
1.96
8.62
57.00
EVAP AIR - EWB (F)
62.00
14.77
1.39
6.09
14.55
1.45
6.38
" 14.20
1.53
6.72
1'3.85
1.61
7.05
1'3.5' I
1.68
7.37
1'3.03 I
1.75
7.68
1'2.54 I
1.82
8.00
1'2.05 I
1.69
8.32
LEGEND
Entering Wet Bulb
Compressor Current Amps
Total Power
Total Cooling Capacity (Btuh in thousands)
Relative Humidity
EWB
I
kW
MBtuh
RH
NOTES:
1. Total current (I) based on 230-volt system.
2. Evaporator entering dry bulb air temperature is 80 F.
OUTDOOR AMBIENT DB TEMPERATURE (F\
43
85
0.91
0.90
0.72
0:53
0.93
0.87
0.67
0.51
0.94
0.89
0.69
0.51
0.91
0.89
0:69
0.51 .
0.93:
0.90
0.70
0.51
90
0.91
0.91
0.72
0.54
0.93
0.88
0.68
0.51.
0.94
0.91
0.70
0.52
0.90
0.90
0.70
0.51
0.93
0.91
.0.71
0.52
COOLING SENSIBLE HEAT FACTORS (SHF) AT 80 F INDOOR DB
I IND~~R Ws I
I 57
62
67.
72
57
62
67
72
57
52
67
72
57
62
67
72
57
62
67
72
57
62
67
72
0.86
0.67
0.50
0.86
0.68
0.51
95
0.91
0.91
O.U
0.54
0.93
0.89
0.70
0.51
0.94
0.92
0.70
. 0.52
0.90
0.90
0.72
0.51
0.93
0.92
0.71
0.52
0.91
0.87
'0.68
0.51
100
0.91
0.92
0.74
0.54
0.92
0.90
0.70
0.52
0.94
0.93
0.71
0.53
0.90
0.91
0.72
0.52
0.93
0.93
.0.72
0.53
0.91
0.88
0.69
0.51
I 105
0.90
0.92
0.75
0.55
0.92
0.91
0.70
0.52
0.94
0.93.
0.72
0.53
0.90
0.92
0.73
0.53
0.93
0.93
0.73
0.53
0.91
0.89
0.70
0.52
110
0.90
0.91
0.76
0.55
0.92
0.92
0.71
0.52
0.94
0.93
0.73
0.54
0.90
0.92
0.74
0.53
0.93
0.93
0.74
0.53
0.91
0.90
0.71
0.52
67.00
15.82
1.36
6.00
15.63
1.43
6.27
15.39
1.49
6.56
15.08
1.56
6.85
14.79
1.63
7.16
14.39
1.70
7.48
13.91
1.78
7.00
13.54
1.85
8.14
72.00
16.74
1.33
5.85
16.59
1.40
6.14
16.39
1.46
6.43
16.15
1.53
6.73
115.85
1.60
7.03
115.48
1.67
7.35
1'5.04
1.75
7,67
1'4.53
1.82
8.00
115
0.90
0.91
0.77
0.58
0.92
0.92
0.72
0.53
0.94
0.93
0.74
0.54
0.90
0;92
0.75
0.54
0.93
0.93
0.75
0.54
0.90
0.91
0.71
0.53
-:rb
SOUND DATA (52PAND 52C)
INDOOR SOUND DATA
(52P AND 52C)'
.The tables below indicate the approximate. indoor and
outdoor sound levels. Tests were conducted in the
Carrier Sound T~sting Laboratol)' according to
ARI (Air Conditioning and Refrigeration Institute)
Noise Rating Standard 300 for non"ducted indoor air-
conditioning equipment.
..,
I; .
INDOOR SOUND ESTIMATING TABLE
I INDOOR SOUND ESTIMATING TABLE (dBA\ INDOOR SOUND ESTIMATING TABLE (BELS)
OPERATING VOLTS: Nominal Sizes (Btuh\ Nominal Sizes (Btuh'
MODE 52PQ and 52CQ I 52 PC. PE and 52CE . 52PQ and 52CQ 52PC, PE and 52CE
7000 .9000 12000 15000 I 7000 19000 12000 15000 I 7000 9000 12000 115000 7000 9000 12000 15000
208 52.6 51.2 57.6 57.2 I 51.4 54.4 57.4 56.6 II 5.3 5.1.. 5.B 5.7 5.1 5.4 5.7 5.7
LOW 230 54.5 54.2 60.3 59.8 1 54.4 I 56.5 60.4 5B.7 II 5.5 5.4 6.0 6.0 5.4 5.7 6.0 5.9
COOL
I 265 54.5 53.9 59.8 60.1 54.4 I 55.4 60.4 59.1 II 5.5.. 5.4' 6.0 6.0 5.4 5.5 6.0 5.9
I 208 57.1 57.1 64.1 62.3 56.9 I 58.9 63.1 62.6 11.5.7 5.7 6.4 6.2 5.7 5.9 6.3 6.3
HIGH I 230 57.9 I 57.8 1 65.9 64.8 57.9 I 58.8 64.B 63.B I I 5.8 5.81 6.6 6.5 5.8 5:9 6.5 6.4
COOL
I 265 57.9 I 58.9 I 64.9 64.9 57.9 I 58.3. 64.B 64.2 J I 5.8.' 5.9 i 6.5 6.5 5.8 5.8 6.5 6.4
1 208 56.3157.1 I 63.9 62.0 56.3 157.1 I 64.1 I 62.0 I 15.6 5.7 I 6.4 6,2 5.6 5.7 6.4 6.2
FAN I 230 57.2 I 57.7 I 65.8 64.2 57.2 I 57.7 I 64.6 I 63.3 I I 5.7 5.8 I 6.6 6.4 5.7 5.8 6.5 6.3
I 265 57.2 I 57.1 I 64.3 63.9 57.2 I 57.1 I 64.6 I 63.6 I I 5.7 I 5.71 6.4 6.4 5.7 5.7 6.5 6.4
I 208 50.7 I 53.7 r 57.6 57.7 50.B I 50.8 I 57.5 I 55.1 II 5.1 i 5.4 I 5.8 5.8 5.1 5.1 5.8 5.5
LOW 1 230 53.9 I 53.8 I 60.2 , 59.4 54.1 , 54.1 I 59.6 J 57.9 II 5k'l 5.4..1 6.0 5.9 5.4 5.4 6.0 5.8
HEAT
I 265 53.9 I 53.8 I 60.01 60.2 54.1 i 53.6 I 59.6 J 58.B II 5.4 I 5.4.1 6.0 6.0 5.4 5.4 6.0 5.9
I 208 56.5 I 56.2 I 64.1 1 62.6 56.3157.1 I 64.1 I 62.0 II 5.7 1 5.61 6.4 6.3 5.6 5.7 6.4 6.2
HIGH 230 I 57.2 I 57.8 I 65.4 I 64.6 57.2 I 57.7 J 64.6 I 63.3 II 5.7 i 5.B;o1 6.5 6.5 5.7 5.8 6.5 6.3
HEAT
I 265 I 57.2 i 57.B I 64.4 I 64.3 57.2 I 57.1 I 64.6 I 63.6 I 1 5.7' I 5.8 I 6.4 6.4 5.7 5.7 6.5 6.4
OUTDOOR SOUND ESTIMATING TABLE
I OUTDOOR SOUND ESTIMATING TABLE (dBA) OUTDOOR SOUND ESTIMATING TABLE (BELS)
OPERATING VOLTS: Nominal Sizes (Btuh.' Nominal Sizes CBtuh).
MODE 52PQ and 52CQ 52PC, PE and 52CE 52PQ and 52CQ 52PC, PE and 52CE
17000 9000 ' 12000 . 15000 7000 ' 9600 12000 15000 7000 9000 12000 15000 7000 9000 12000 15000
208 i 53.9 52.6 59.B 60.0 51.0 53.1 59.2 60.0 5.4 . 5.3. 6.0 6.0 5.1 5.3 5.9 6.0
LOW 230 155.3 55.0 60.8 61.6 54.2 56.3 61.4 61.6 5.5 . 5.5 6.1 6.2 5.4 5.6 6.1 6.2
COOL .
265 , 55.3 55.0 60.9 63.6 54.2 55.2 61.4 63.6 5.5: 5.5 6:1 6.4 5.4 5.5 6.1 6.4
208 I 56.7 I 57.7 I 62.7 64.1 I 56.2 I 57.6 I 63.2 64.1 II 5.7;1 5.B, 6.3 6.4 5.6 5.8 6.3 6.4
HIGH 230 .158.9 I 58.9 I 63.9 64.6 J 57.2 I 58.7 I 64.6 64.6 II 5.91 5.91 6.4 6.5 5.7 I 5.9 6.5 6.5
COOL
265 158.9 I 58.1 I 63.5 65.8 157.2 I 58.8 I 64.6 65.8 II 5.9 "I 5.81 B.4 6.6 5.7 I 5.9 6,5 6.6
208 I 55.5 I 57.7 I 61.8 64.1 I 55.5 I 57.7 I 63.3 64.1 II 5.61 5.B I 6.2 6.4 5.6 I 5.8 6.3 6.4
FAN '230 I 56.4 I 58.7 I 63.4 .64.6 I 56.4 I 58.7 I 64.9 64.6 II 5.6.1 5.9 I 6.3 6.5 5.6 I 5.9 6.5 6.5
I' 265. 156.4 I 58.7'1 63.2 63.0 I 56.4 I 58.B I 64.9 163.0 J I 5.6 I 5.9 6.3 6.3 5.6 I 5.9 I 6.5 6.3
208 154.7 54.31 60.3 60.5 I~I' 58.0 I 56.1 1-fH-f-* 6.0 6.1 I-H--I-*-I . 5.8 5.6
LOW 230 157.6 57.3 I 62.2 62.9 6.2 6.3 I 5.5 5.5 I 6.0 6.0
HEAT 154.8 54.8 I 60.3 I 59.6 I 5.8 5.7
265 I 57.6 I 56.6 1 61.9 63.B I 54.8 I 54.9 I 60:3 I 58.5 II 5.B I 5.7 6.2 6.4 I 5.5 I 5.5 I 6.0 5:9.
208 158.2 59.61 63.6 65.3 I 55.5157.9 I 63.3 164.11~ 6.4 6.51~! 6.3 6.4
HIGH' 230 J 59.9 60.4 I 65.4 66.1 1 56.4 58.7 i 64.9 I 64.6 1 6.0 6.0 6.5 6.6 . I 5.6 5.9 I 6.5 6.5
HEAT
265 159.9157.8 I 64.7 66.5 J 56.4 I 58.8 I 64:9 I 63.0 J I 6.0 J 5.8 6.5 6.7 I 5.6 I 5.9 i 6.5. 6.3
SOUND TRANSMISSION CLAS,S (STC) = 25
44
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~ '; High Emdcnc)'W~lcr IIc~lrrs. BoHer.\ an'd PnollJoalHs
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COPPER-FIN II @ WATER HEATER
lCFl PRODUCT SUMMARY
4 0 0 , 0 0 0 - 2 . 0 1 0 , 0 0 0 Bt U I hr.
. ,.. -, -' .-". --:.i- , . -' "." ".~ .
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,
Cf.401 CF.501 CF-651 CF-751 CF.09H Cf-1261 CF-I441 Cf-1801 CF-2071
WATER
, GALLON CAPACll'I ,1.49 1.65 1.88 2,03 3.4 3.73 4,05 4.48 4.8
WATER CONNECTIONI 2" 2" 2" 2" 21/2" 2-1/2" 21/2" 2-1/2" 21/2"
ORAIN 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4"
WATER FLOW RATE IGPM) 55 55 55 55 90 90. 90 90 90
HEXHCAO lOIS 1FT, OF HO,I 6.4 6.5 6.7 6,8 5.8 6,6' 7,2 8.4 9.2
MAX, WORKING PREIIUREIPIIl 160 160 160 160 160 160 160 160 160
, MAX,WATER HARDNESS (GRAINS) 25 25 25 25 25 25 25 25 25
GPH@70 'F RilE 589 736 957 1104 1457 1855 2120 2650 1047
GPH@100'FRIIE 412 515 670 773 1020 1298 1484 1855 2133
GPH@IAO'FRISE 294 368 479 552 719 927 1060 1325 1524
RElIEF,VAlVElIZE (M8NI 500 SOO 1912 1912 1912 1912 1912 1917 1912
# OF RELIEF VALVES 1 I 1 I 1 1 1 1 2
RELIEF VALVE SIZE 3/4" 3/4" 3/4" -3/4" 3/4" 3/4" 3/4" 3/4" 3/4"
TEMPERATURE RATING ('FI 210 210 210 210 210 210 210 210 210
PREIIURE RAIING I",i 150 150 150 150 150 150 150 lID 150
HEATING SURFACE (IQ, 11.1 46,9 59,0 76,8 88,1 96.0 120,2 144,0 1700 200,0
GAS
INlET CONNECTION 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 2" 2" (" 2"
- ____". _n 10.5 10,5
MAX,INLETPRE55URE,NA] .IWC.I 10.5 10,5 10,5 10.5 10.5 10.5 10.5
MIN, INlETPRES5URE, NAIIWCI 4_6 4_6 4,6 4,6 4.6 4_6 4_6 4h 4_6
MANIFOLO PREI5U_REL N~TIW_() 1.8 1.8 1.8 1.8 1.2 L2 L2 1.2 1,2
MAX_INLET PRE55URE,LPIWCI 13 13 13 13 13 13 13 11 13
MIN_ INlET PRESSURE, lP IViCI 8 8 8 8 8 8 8 8 8
MANIFOLO PRESSURE, lP IWCI 4_6 4_6 4_6 4,6 4.6 4_6 4.6 4.0 46
8lu/hr INPUT 399,999 500,000 650,000 750,000 990,000' 1,260,000 1,440,000 1,800,000 2,070.000
ElECTRICAL
VOLTAGE/HEATER 120 120 120 120 120 120 120 120 120
VOLTAGE/PUMP 120 120 J2Q 120 120 120 120 120 120
CONTROL VOlTAGE__ 24 24 24 24 24 ,24 24 14 24
TOTAL AMPS W/PUMP IL3 1L3 13.8 l3.8 16.3 16_3 19,8 198 19,8
#,OF ELECTRICAL CQNNE~f1UNI 2 2 2 2 2 2 2 1 2
DIMENSIONS (INCHtl)
HEIGHT 311/2" 31:1/2" 31-1/2" ,31-1/2" 36" 36" 36" 3';" 36"
WIDTH (lNCLUDEI PUMPI 56-1/4" - 64" 751/4" 82-1/2" 68-3/4" 79" 89-1/4" ' 102-3/4" 113"
OEPTH 22-1/4" 22-1/4" 22-1/4" 22-1/4" 33-1/2" 33-1/2" 331/2" 13-1/2" 33-1/2"
SERVICEClEARANllS (INlHlij
FRONT 24/1 . 24" 24" 24" 30" ;! 30" 30" 3D" 30"
8ACK I" I" I" 1" , . 3" '.3" 3" 3" 3"
RIGHTSIDE. 1" I" I" 1" 3" 3" 3" 1" 3"
lEFTIIOE (PIPING) 24" 24" 24" 24" 24" ;:24" 24" 24" 24"
TOP _ 1" I" 1" I" 3" '3" 3" 1/r 3"
VENTING
SIZE (INCHES) 6" 6" 8" 8" 10" 'I 12" 12" 14". 14/'
CATEGORY I I I I I 1 I I 1 1
MAXIMUM DRAFT (W() -0_08 -0_08 -0,08 -0.08 -0,08 -0,08 -0,08 -0_08 -0,08
"'0" 'MINIMUM DRAFT IWC) . '.-0,02 -0,02. '0.02 -0,02 -0,02.: -. ~0,02 '. -0.02 -0,02 -0.02
VENT MATERIAL 8-VENT 8-VENT 8-VENT 8-VENT 8-VENT" 8,VENT' 8-VENT' 8-VENT' . 8-VENT'
~ Direct vent oplion require.'; sealed AL29-4C.l'enl Inaterial
~Lochinvar@'
_~ High r.mdenc)'W.tor 1l00lrrs, Boller, and Pool H..ton
Lochinvar Corporation' 300 lvladdox Simpson Pkwy' Lehanoll, TN 3709,0' 615-889-8900 I Fax: 615-547-1000
. . . . .'..- n"' ,_.' '.., W'NW. Lochinvar.com ,I , " ..
". CF..;DG..;PS-04 . .:.. ." t.. ~.. 5M-6/05-f'rint-,~d in U.S.A:',' - '.
l ra~;l Infonnation
II"'. .To Build On
Engineering . Consulting. Testing
DAILY FIELD REPORT
Date Performed:
. April 18, 2007
Sycan Development Corporation
Mr. Tim Hovet
840 Beltline Road Ste. 202
Springfield, OR 97477
Report Nurnb~r:
722-70091-10
Client:
Project Location:
Holiday Inn
91 g Kruse Way
Springfield,OR
Project Nam',,:
B.P. No.:
Type of Inspection:
COM 2006-01505
Soils Observation
Weather:
Overcast
Field Observations and Comments
PSI was onsile as requested to verify. depths of spread footings and footing steps to bar run. Jason was continuing to
pour Control Density Fill at spread footing locations along gridlines 9.0 and 50 already at depths of bar run. Then
began excavating spread footings along gridlines 2.0 and 3.0 21 Southside of building.
Inspector: Ryan Swenson
If you have any questions regarding this report, please feel free to contact us at 541.746-9649.
Respectfully Submitted,
Professional Service .Industries, Inc.
~CP: -'
~h Vardner, EIT
Department Manager
c City of Springfied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
THI<:; RFPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT QNL Y THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AtyO ITS T~ANSMITTAL TO A THIRD
Professio""l;6or"eoAnOi<slriel;,8JOCEPl W891.SfWlIlljQ!(T 'SjJWflIllel<l! ffi1f1!J~" 'FhBffIi~6il!jIVIF~>I'!9Hf!lilH1If.fROHI8ITEO.
L ra~;l Information
""..,. .To Build On
Engineering . Consulting . Testing
DAILY FIELD REPOHT
Date Performed:
Client
April 19, 2007
Report Number:
722-70091'11
Sycan Development Corporation
Mr. Tim Hovet
840 Beltline Road :Ste. 202
Springfield, OR 97477
Project Name:
. Holiday Inn
919 Kruse Way
Springfield, OR
Project Location:
B.P. No.:
Type of Inspection:
COM 2006-01505
Soils Observation
Weather:
Partly Cloudy
Field Observations and Comments
PSI was on site . as requested to verify depths of spread. footing excavation depths at Souths ide of building. . Along
gridline 2.0 and 3.0 - F to M Control Density Fill was being poured into locations of spread footings along gridline 11.0.
All locations footing excavation appeared to be.at bar run depth.
Inspector: Ryan Swenson
If you have any questions regarding this report, please feel feee to contact us at 541-746-9649..
Respectfully Submitted,
Professional Service Industries, Inc.
~{/~.
Joseph Vardner, EIT
Dep<!rtment Manager
c: City of Springfied- Denny Wright
Mega'Pacific- Ron Miller
AAI Engineering- Harrid Afghan
THIS REPORT IS PROVIDED FOR THE iNFORMATION OF THE CLIENT ONLY. THE REPRODUCTION OF THIS ~EPORT.'B'fANi' METHOD, AND ITS TRANSMITTAL ro A THIRD
. Professio"'R$'r.1t~II\Y_,Ei<';'''~lI46All>1W11!!jCW 'I$pHlijj!iefi!i OO_'l'h8ft~~9il.w~II'~/'!llI1WIi'lF?'1'1ifROHIBITED
L rtar-;l lnfonnation
",~. .To Build On
Engineering . Consulting . Testing
DAILY FIELD REPORT
Date Performed:
April 20,.2007
Report Number:
722-70091-12
Client:
Sycan Development Corporation
Mr. Tim Hovel
840 Beltline Road Ste. 202
Springfield, OR 97477
Project Name:
Holiday Inn
919 Kruse Way
Springfield, OR
Project Location:
B.P. No.:
Type of Inspection:
COM 2006-01505
Soils Observation
Weather:
Clear
Field Observations and Comments
'PSI arrived onsite to verify spread footmg excavation depth to bar run. Contractor continued placing Control Density Fill,
along gridlines 2.0 and 3.0 for spread footings along Southside of building,' Contractor also excavated spread footings
at M 3.0, P 30, R to S 3.0 at depths of 8' to 13' All spread footings excavations appeared to be at bar run.
Inspector: Ryan Swenson
If you have any questions regarding this report, please feel.free to contact us at 541-74q-9649.
Respectfully Submitted,
Professional Service Industries, Inc.
Joseph Vardner, EIT
Department Manager
c: 'City of Springfied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
THIS REPORT IS PROVIDED FOR THE INFORMATiON OF THE CLIENT ONL Y THE REPRODUCTION OF THIS REPQRT,'Bv ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
Professi~SeIi'riC0\lA0ustries~,'JITlJt>>OAiSmlt~6[ 'l-$pN'tlgfim(t,f@"Ri\{l"$~r,qv~$f'li4&"9~WI:fIaj(\r&~1f)'8ROHIBITED.
!" .;
.,
l.... r-;Z Information
",..,. .To Build On
Engineering' Consulting . Testing
DAILY FIELD REPORT.
Date Performed:
April 2, 2007
Sycan Development Corporation
Mr. Tim Hovet
840 Beltline Road Ste. 202
Springfield, OR 97477
Report Number:
722-70091-1
Client: .
Project Name: .
Holiday Inn
919 Kruse Way
Springfield, OR
Project Location:
B.P. No.:
Type of Inspection:
COM 2006-01505
Soils Observation
Weather:
Partly Cloudy
Field Observations and Comments
As requested a representative of PSI was on-site to observe surficial soils: in the footprinl of the proposed Holiday inn.
Upon arrival on~site 4 inches of topsoil was removed across the proposed building pad. Proofrolling of the soils was
conducted uSing a 48,000 pound tandem axle dumptruck. Areas of deflection were encountered where lenses of
. . ~
organic material and organic rich moist dark brown/black to grayish brown clay w'ere present. The contractor
overexcavated 4 to 6 inches of unsuitable material to a light brown silt with clay. Subsequent proofrolling showed these
areas'to be firm and free of deleterious materjal. At this time the building pad in stable. The'contractor plans to place 8
inches of crushed aggregate product (3/4"-0) overlain by 2. inches of sand.. The contractor will notify us when addilional
services are needed.
Inspector: . Anthony Deluca
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
Professional Service Industries, Inc.
Z""'~
Department Manager
c: City of Springfied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- ,Harrid Afghan
Note: Attachment
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSII.JlTTAL To' A THIRD
PARTY, BY ANY MEANS, EXCEPT IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED
RECEIVED
APR 11 Z007
Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649 . Fax 541/746-7163
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l"~;lInformation
",~. .To Build On
Engineering . Consulting. ,Testing
Date PerfDrmed:
Client:
B.P. ND.:
Type Df Inspection:
DAILY FIELD REPORT
April 12, 2007
Sycan Development Corporation
Mr. Tim Hovet
840 Beltline Road Ste. 202
Springfield, OR 97477
Report Number:
722-70091-6
Holiday Inn
919 Kruse Way
Springfield, OR
Partly Cloudy
Field .Observations and Comments
As requested a representative of' PSI was on-site to observe excavation of footings from gridlines K6-8 through R6-8
and R4-11 through S4-11. The area from.K6-8 tD L6-8 was excavated 7 feet tD.bar run. L6-8 to .N6-8 and R 11 to S11
was excavated 6 feet tD bar run, All other locations were excavated 5 1/2'f8et to bar run.
Inspector: Anthony Deluca
Project Name:
Project Locztion:
COM 2006-01505
Soils Observation
Weather:
If you have any questions regarding this report, please feel free to contact us at 541-7 46-9~49
Respectfully Submitted,
ProfessiDnal Service Industries, Inc.
fC.,c~~
Department Manager
c City of Springfled- Denny Wri9ht
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
Note: Attachment
THIS REPORT IS PROVIDED FOR THE INFORMA TION OF THE CLIENT aNL y, THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
,DARTY BY ANY MEANS EXCE,DT IN FULL WITHOUT THE WRITTEN'PE-RMISSION OF PROFESSIONIl,! SERVICE INDUSTRIES 1$ PROHIBITED
, '
,',.;
Professional Service Industries, loe:. 1 040AShelley St. . Sprin~field, OR 97477 . Phone 541-/746-9649 . Fax 541/746-7163
RECEIVED
MAY 03 Z007
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'''~;l Information
I."'~. .To Build On
Engineering . Consulting. Testing
DAILY FIELD REPORT
Date Performed:
April 17, 2007
Syca.n Development Corporation
Me. Tim Hovet
840 Beltline Road Ste. 202
Springfield, OR 97477
Report Number:
722-70091-9
Client:
Project Name:
Holiday Inn
919 Kruse Way
Springfield, OR
Project Location:
B.P, No.; r
Type of Inspection:
COM 2006-01505
Soils Observation
Weather:
Overcast
Field Observations and Comments
PSI arrived on-site as requested. Contractor continued excavation of spread footing and tooling steps for north side of
building along grid line 11.0, gridline 5.0 M to S (including slairway). Excavations appeared to Ile at A depth of 6' to 14'.
All spread footing excavations were 10 bar run.
Inspector: Anthony Deluca
If you have any questions regarding this report, please feel free to conlact us at 541-746-9649.
Respectfully Submitted,.
Professional Service Industries, Inc.
2::d"~~
Department Manager
c. City of Sprin9fied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan.
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE .REPRODUCTlON OF THIS REPORT, BY ANY METHOD, AND ITS rRAN$MITTAL TOA THIRD
PARTY, BY ANY MEANS. EXCEPT IN FULL. WITHOUT THE, WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. 1$ PROHIBITED
Professional Service Industries, Inc. ~ 1040A Shelley 51.. Springfield, OR 97477. Phone 541/746-9649. Fax 5411746-7163
~
,-
,ra~;lInformation
I,"'~. .To Build On
Engineering . Consulting . Testing
DAILY FIELD REPORT
Date Performed:
April 16, 2007
Sycan Development Corporation
Mr Tim Hovet
840 Beltline Road Ste. 202
Springfield, OR 97477
Report Number:
722-70091-7
Client:
Project Name:
Holiday Inn
919 Kruse Way
Springfield, OR
Project Location:
B.P. No.:
Type of Inspection:
COM 2006-01505
Soils Observation
Weather:
Overcast
Field Observations and Comments
As requested a representative of PSI was on-site to verify footing excavations for the proposed hotel on Kruse Way. A
smooth bladed excavator was used to cut the footings from J5 to 7 througrl G5 to G9. J5 to 7 through H5 to 7 was cut
7 feet to bar run and the remainder was cut 8 1/2 feel to bar run.
Inspector: Anthony Deluca
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
Professional Service Industries, Inc.
C:d"~
Department Manager
c. City of Springfied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- Harrid Afghan
Attachment: Site Map
THIS REPORT IS PROVIDED FOR THE INFORMA TION OF THE CLIENT ONL Y. THE REPRODUCTION D.C: TH/[. ,~EPORT, BY ANY METHOD. AND ITS TRANSMITTAl. TO A THIRD
PARTY, BY ANY M~ANS. EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDU~TRIES. IS PROHIBITED.
Professional Service Industries, Inc. .'1040A Shelley St.. Springfield, OR 97477. Phone 541f746-9649. Fax 541/746-7163
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l"~;l Infonnation
,.,~~ .To Build On
Engineering . Consulting . Testing
DAILY FIELD REPOFH
Date Performed:
April 13, 2007
Sycan Development Corporation
Mr. Tim Hovet
840 Beltline Road Ste. 202
Springfield, OR 97477
Report Number:
722-70091-8
Client:
Project N~me:
Holiday Inn
919 Kruse Way
Springfield, OR
Project Location:
B.P. No.:
Type of Inspection:
COM 2006-015.05
Soils Observation
Weather:
Overcast
Field Observations and. Comments
PSI arrived on"site. as requested and verified spread footing excavation depths to bar run. The following depths
measured from top of existing sub base gridlines K5.0- 7'10", K9.0- 5'8",M5.0- 6'6", P5.0- 12', M90- 5', P9.0- 5'. All
excavation depths of spread footing appeared to be at bar run.
Inspector: Ryan Swenson
If you have any questions regarding this report, please feel free to COli tact us at 541-746-9649
Respectfully Submitted,
Professional Service Industries, Inc.
cf!::,,::::--
Department Manager
c City of Springfied- Denny Wright
Mega Pacific- Ron Miller
AAI Engineering- HarridAfghan
.,
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSIv!!TTAL TO A THIRD
PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFES~IONAL SERVICE INDUSTRIES, IS PROHIBITED.
Professional Service Industries, InC.. 1040A,Shelley 81.. Springfield, OR 97477. Phone 541n46-9649. Fax 541f746,7163