10-0722 (RER)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property -Address:
APN:
Application description
Property Zoning: `
Application valuation:
Applicant: b
It -
00000,72
E2
—PEERUSS PL78633
770-310-022- - -
REMODEL - RESIDENTIAL
LOW DENSITY RESIDENTIAL
300000
Architect or Engin r
4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT .
Owner:
IRWIN,. JIM :,.
78633 PEERLESS PLACE
LA:QUINTA, CA 92253
Contractor:
SUN VISTA DEVELOPMET
P:O'. .BOX 1144
LA QUINTA,`CA 92247
.(760)771-4722
Lic.-Nc).: 744091
'VOICE (760) 777-7012
FAX (760) 777=70;1:1
INSPECTIONS (760) 777-7153
NOV 02 2010,
Date: 11/01/10'
.. LICENSED CONTRACTOR'S DECLARATION -
WORKER'S COMPENSATION DECLARATION ,
I ' hereby affirm under penalty of perjury that I -am nsed+under provisions of Chapter 9 (commencing with
I hereby affirm under penalty of perjury one'of the following declarations: '
4ction-7000) of Division,3 of the Business an r' essionali,Code, my. License is in full force and effect.
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
cense Glass: B License o.: 74'4091
%
for by Section 3700 of the Labor Code, for the performance oftlie work for which.this permit is
issued:
)�
Date!•/ / // !x Contractor:
_ I have and will maintain workers' compensation insurance, as required by. Section 3700 of the Labor
!!!!! /T��
Code, for the performance of the work for. which this permit is issued. *My workers' compensation'
_ WN1 R DECLARATION
.insurance carrier and policy number are:
th
I hereby affirm under penalty of perju at I am exe' pt from,the Contractor's State License Law for the
Carrier STATE -FUND Policy Number .0000179-2009
following reason (Seo. 7031.5, Business and Professions Code:"Any city or county that requires a permit to
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
_construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
' permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
person in any manner so as t become subject. to the workers' compensation laws of California,'"
and agree that, if I should c me subject to the work ' compensation provisions of Section
',-License Law (Chapter '9 -(commencing with Section 7000) of Division 3 oftheBusiness and Professions Code) or
..that he or she is exempt -therefrom and the basis for the alleged "exemption. Any violation of Section 7031 .5 by ..
3700 of the Labor Co , I s 11 fort wit comply those.provisions. .
any applicant for a permit subjects the applicant to a civil penalty of not•more than five hundred dollars ($500).:
(_ 1 I, as owner of the property,00r my employees with wages as their sole'compensetion, will do the work, and
.a
Da�F/) Applicant:
the structure is not intended or offered for sale (Sec. 7044,. Business and Professions Cone: The
WARNING; .FAILURE TO, SECU W RKERS' C PE SA ION COVERAGE IS UNLAWFUL, 'AND SHALL
Contractors' State License Law does not apply.to an -owner of property who build's or improves thereon,.
SUBJACT�AN EMPLOYER TO IMINAL PENAL IES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
" and who does the work himself or, herself through his or her owrTemployees: provided that the
DOLLARS ($100,000). IWADDITION TO THE COST.OF-COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements arenot intended or offered for sale: If, however, the building or improvement is sold within
SECTION 3706.OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he or she did not build
,improve for the purpose of sale.l.
- APPLICANT,ACKNOWLEDGEMENT
1 _ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
' 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
conditions and restrictions 'set forth on this application.
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
1 . Each person upon whose behalf this application ismade, each person at whose request and for '
" pursuant to the Contractors' State License Law.).
whose benefit work is performed' under, or pursuant to any permit issued:as a result of this application,
(_) I am exempt under Sec. , B.&P.C. for this reason
the owner, and,the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is -issued (Sec. 3097, Civ. C.). 1
Lender's Name: _
Lender's Address:
)LQPEFM1IT
of La Quinta, its officers, agents and employees for any act or omission. related to the work being
performed under or following issuance of this permit.
2. .Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the 7b,motion is. correct. I agree t hall
city and county ordinances and state laws relating to bu' ction, a hereby auth a representatives
of this county to eenterupon the above-mentioned prertyio p rp e
0a[j:1 � � Lr/ Signature (Applicant or A ntl:
i'
Application Number .
. . . . 10-00000722
Structure
Information
Construction Type . .
. . . TYPE
V, UNPROTECTED
Occupancy Type
. . . DWELLG/LODGING/LONG
<=10
Other struct info . .
----------------------------------------------------------------------------
. . . CODE
EDITION
2007/08ENERGY
Permit
BUILDING PERMIT
Additional desc
REMODEL
Permit Fee
1339.50
Plan Check Feb
870.68
Issue Date
Valuation
300000
Expiration.. Date ..
4./3.0/11
Qty Unit Charge
Per
4
Extension
BASE
FEE
639.-50
200..00 3 .5000
THOU BLDG
100,001--'500,000
.7-00..00.'
Permit. . . .
ELECT - ADD/ALT/REM-
Additional desc .
Permit Fee
29 ..67
Plan Check Fee;
7:42 ..
Issue'Date
Valuation
0
Expiration Date'.
4/30/11
Qty Unit Charge
Per
Extension. ".
BASE
FEE
15.00
419:00' .0350
ELEC
NEW RES - _1 OR 2 -FAMILY
14.67
. Permit . . .
MECHANICAL
Additional- desc .
Permit Fee-.,.'.
59.00
Plan.Check.•Fee
14.75
Issue Date
Valuation
0
Expiration Date
4/30/51
Qty Unit Charge
Per
Extension
BASE
FEE
15.00,.
2.00" 9:.00'00
EA MECH
B/C <=3HP/100,K BTU
18.00
2.00 6.50.00
EA MECH
AH <=10K CFM
13.00
2.,00 6.5000
EA MECH
VENT FAN
13.00
Permit . . .
PLUMBING
Additional desc .. .
Permit Fee . . .
93.00
Plan Check Fee
23.25
Issue Date . . . .
Valuation . . .
. 0
Expiration,°Date
4/30/11
Qty Unit Charge
Per
Extension
LQPEMMIT -
LQ P ERIMIT
Application Number . . . . . 10-00000722
Permit . ... . . . PLUMBING
.Qty Unit Charge Per
Extension
BASE FEE
15.00
11.00 6.0000 EA PLB FIXTURE
66.00
1.00 3.0000 EA PLB WATER INST/ALT/REP
3.00
3.00 .3.0000 EA PLB FIXTURE DRAIN/VENT
REP/ALT
9.00
-------------------------------------------------.------------------
Special Notes and Comments
---------
419 SF ADDITION,REMODEL TO SFD LIVING
AREA (6093 .EXISTING + 419SF.= .6.512 SF.
TOTAL.REDUCE GARAGE AREA BY 27SF (.985SF
- 27SF = '958`SF' TOTAL)'R='3 OCCUPANCYTYPE
V -B CONSTRUCT'.. -PERMIT DOES NOT`INCLUDE
BBQ', BLOCK WALLSFIREPIT,.POOLS AND
SPA) 2007,CODES / 2008,ENERGY.
--- ----- - - - - -- -
Other Fees*..". . . • . . BLDG STDS ADMIN•, (SB1473) :.
12.00
ENERGY''REVIEW FEE
87.07
-STRONG MOTION ( SMI)
- RES,-
3°0:00
Fee summary Charged Paid Credited
Due
Permit.Fee Total 1521.17 .00
.00
1521.17
Plan Check Total 916.10 .00
00,
916.10
Other Fee�Total 129.07 .00
.00
129%07.
Grand Total 2566.34. .00
.00
2566.'34 -
566.'34-
LQPERIMIT
-.Bini#
City of La Quin ta
Building &r Safety Division
P.O. Box 1504, 78-4*95 Calle Tampico
La'QuInta CA 92253= (760) 777-7012
8dilding Permit Application and Tracking Sheet
Permit #
Project Address:
63�'3P&e--
Vass'
er's Narne:
A-/
A. P. Number:
Address:
?14) 't—,
Legal Description: 3
City, ST, Zip:
Contractor: S_)"'J U 115>1-6
Telephone:.
ry
Address:
Project Description:
City,
y, ST, Zip: U.6
ko ;Yk 7�CA_
Telephon
City. Lic. #,
State Lic. # W4110 1;/
Arch., Engr., Designer-.
Address:
City., ST, Zip:.
Telephone. 1_24
State Lic. #:
Name of Contact Person:
Construction Type:
e: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq FL:
# Stories:
# Units:
Jelephone # of Contact Person: 915
'3Z2_ '3 z
Estimated- Value of Project:
APPLICANT: ,60, --NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec1d
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cales.
_71-
Reviewed, ready . for corrections
Plan Check Deposit
Truss CaIcs.
Called Contact Person
Plan Check Balance.
Title 24 CaIcs.
Plans picked up
2
Construction
Flood plain Olin
Plans resubmitted
Mechanical
Grading plan
2A Review, ready. iocorrection �Ae
Electrical
SubcontacW List
Called Contact Person
SD
Plumbing
Grant Deed
Plans picked up
3o
S.M.I.
-H.O.A. Approval
10104
"Plaiii resubmitted
dGradin'
9
IN HOUSE:-
31;Re.view, ready for correction sue
Developer ImpactFee
Planning Approval
Called .Contact Person
A
AXP P. Pk 1K
Pub. Wks. Appr
Date of perimit issue
School Fees
10
Total Permit Fees
t/7
qA 5 MF
Lot # No. Street S.F. Lot # No. Street S.F.
Unit 1 786,313 Peerless PI 419 Unit:6
Unit -2 Unit 7
Unit 3 Unit 8
Unit 4 Unit 9`
Unit 5 Unit:10
Comments
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under
500 square feet, detached accessory structures (spaces that°do.not conta(n,faciliiies for liying,.sleeping, cooking, eating or sanitation) or replacement mobile
homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason:
Residential. Addition 500 Sq Feet or. Less
EXEMPT
This certifies that school facility fees imposed pursuant.to
Education Code.Section .17620 and Government Code 65995. Et.Seo.
in. the amount of $0.00 X 419. S.F.. or $0.00 have been paid for the property, listed above and that
building permits and/or Certificates of Occupancy for this square.:footage .in this proposed. project may now be issued.
Fees Paid By Exempt - Rob Capetz Check No.
Name on.the check Telephone 760-771-4722
Funding Exempt
By Dr. Sharon P. McGehee
Superintendent
Fee collected /exempiled'by M r ' Vrey Payment Recd .5$0.00 _l -
: Jeer/Under
Signature ff l
NOTICE: Pursuant to Govern mentCode.Sectio'n 660k(d)(1), thiswitf serve to: notify you that the 90 -,day approval period in which you may protest the fees
or other payment identified above will begin to•i .n from the date on which the.building or installation permit for this project is issued, or from the date on
which those amounts are paid to the District(s) or to another public entity authorized.to collect them on:the District('s) behalf, whichever is earlier.
NOTICE: This Document N:OT• VALID without embossed, seal
Embossed Original 7 Building Department Applicant. Copy 7 Applicant/Receipt. Copy -Accounting
CEIRTIFICATE.'OF COMPLIANCE.
Desert Sands Unified School District
y
4.7950 DUne'.Palms. Road
Q BERMUDA DUNES r"
Date
10/26/10
La Quinta. CA 92253
C RANCHO MIRAGE Q
INDIAN WELLS,
CO�
No.
30842
(760).-771 1.5
77 85
dPALM DESERT
v> w QUINTA y
Owner
Jim Irwin
APN'#
770-310-022
Address
78633 Peerless PI
Jurisdiction
La Quinta
City
La Quinta Zip 92253
Permit #
Tract #
No. bf Units
1
Type
Residential Addition
Lot # No. Street S.F. Lot # No. Street S.F.
Unit 1 786,313 Peerless PI 419 Unit:6
Unit -2 Unit 7
Unit 3 Unit 8
Unit 4 Unit 9`
Unit 5 Unit:10
Comments
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under
500 square feet, detached accessory structures (spaces that°do.not conta(n,faciliiies for liying,.sleeping, cooking, eating or sanitation) or replacement mobile
homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason:
Residential. Addition 500 Sq Feet or. Less
EXEMPT
This certifies that school facility fees imposed pursuant.to
Education Code.Section .17620 and Government Code 65995. Et.Seo.
in. the amount of $0.00 X 419. S.F.. or $0.00 have been paid for the property, listed above and that
building permits and/or Certificates of Occupancy for this square.:footage .in this proposed. project may now be issued.
Fees Paid By Exempt - Rob Capetz Check No.
Name on.the check Telephone 760-771-4722
Funding Exempt
By Dr. Sharon P. McGehee
Superintendent
Fee collected /exempiled'by M r ' Vrey Payment Recd .5$0.00 _l -
: Jeer/Under
Signature ff l
NOTICE: Pursuant to Govern mentCode.Sectio'n 660k(d)(1), thiswitf serve to: notify you that the 90 -,day approval period in which you may protest the fees
or other payment identified above will begin to•i .n from the date on which the.building or installation permit for this project is issued, or from the date on
which those amounts are paid to the District(s) or to another public entity authorized.to collect them on:the District('s) behalf, whichever is earlier.
NOTICE: This Document N:OT• VALID without embossed, seal
Embossed Original 7 Building Department Applicant. Copy 7 Applicant/Receipt. Copy -Accounting
08/04/2010 11:01 9513720555 AIRCRAFT SPRUCE PAGE 01/01
• .o...:.'J ✓A.1�GIV ✓C..�Y.�NAFrl\!
RECORDING REQUESTED BY:
Fidelity National Tine Company
WHEN RECORDED MAIL THIS DOCUMENT
AND TAX STATEMENTS TO:
James J. Irwin and Elizabeth A. Irwin
19460 Countrywood Drive
Yorba Linda, CA 82886
Order No.: 258922125 --��
Escrow No.: PDLI0427•CM
A.P.N.: TTO.310-022-0
AOC # 2010-0289693
06/23/2010 08:00A Fee -21-00
Page 1 of a Dec T Tax paid
Recorded in official Raoords
Cew+ty of Riverside
Larry W. Ward
Assessor, County Clerk & Recorder
111111111111111111 N111 III lilt 1111111111111111
S R U fPAGr=912E 110JAMISCLONG RFO Copy
M A L 465 428 SMF NCHG EXAM
cTY LINI
_�6eLe '/CqL GRANT DEED_
THE UNDERSIGNED G OR(S) DECLARE(S) �`
DOCUMENTARY TRANSFER TAX IS $3530.00 1
® City of La Qulnta F112'.
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
Douglas V. DeCinces, Trustee and Krlstl L. D®Clntes, Trustee of the DeCinces Revocable Living Trust
hereby GRANT(S) to James J. Irwin and Elizabeth A. Irwin, 0s trustees of the Ian >rAm11.y 'Trust-daEr,d
July 13; 2004
the following described real property in the County of Riverside, State of California
See Exhibit W attached hereto and made a part hereof.
Dated: April 23, 2010
State of California
County of ) MA A.0- 3 ss
On 4 � Z'1, 7-plo before me
0i1 A1,bq J_ S� i
a Notary AbIle, personalty appeared
00 FM 1,1 s V tis
n? C5
who proved to me on the basis of saWfarmry evidenra to be
the person(a) whose name(s) Ware subscribed to the within
instrument and acknowledged to me that hs/shelthey
executed the same In his/her/their author tied capa*l[ies)
and that by his/her/their signature(s) on the Instrument the
person(s), or the entity upon behalf of which the person(s),
acted, executed the Instrument
I c eriify under PENALTY OF PERJURY under the laws of
the State of CaMomia that the foregoing paragraph is true
and correct.
WITNESS my hand and official seal.
0'AWr_'W1A='
�" aewi�irla,. >tra�N
Ma�slr tieao • coft�arnle
iL�la
{This area for official notary seal)
MAIL TAX STA'TEmENTS AS DIRECTED ABOVE
`RUILDING_ENERGY ANALYSIS -REPORT
PROJECT:
IrwinResidence Addition/Alteration
78.633_ Peerless;; L' of MrTraditio;r s ,
La Quinta, CA 92253
Project :Designer:
Vision Design, &-D�rOfting
1261 N. BigFSprinp"8treet
Anaheim, 6 92807.
(909)..957=4550
Report Prepared -by:
Jon, Scott
�Y . Scott Design ande Title 24; Inc,
' 77 085 MichiganDrive
Palrn`'Desert; C4,92-21-1
(760) 200`-47f80 �I
- CITY OF lA QUINTA
.BUILDING' & SAFETY DEPT.
Y APPROVED
FOR CONSTRUCTION
Job Nurn e LITIC. �ArE 0lBY
+`t.0 ,.-�'z
r
Date:
9/1,4/2010
The EnergyPro computer program has been used to perfornb the' calculations summarized in this compliance report. This program has approval and is
authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards.
This program developed by EnergySoft LLC — www.eneedysoft.com. .
Ene Pio 5.1 b :Enc Soft.. - User Numbec 67,12 ,YRunCode:'2010=07-21T14:37.40 ID:
I
•
•
•
PERFORMANMCERTIFICATE: Residential' _ (Pd . -T of 5
CF -1 R
Project Name
Residence-A"ddition/A/ter'ation
Building Type ..'0 Single' Family ❑ Addition Alone
❑.Multi Family .. ® Existing+ Addition/Alteration
7DateIrwin010
Project=Address
76-633 Peerless, Lot, 34 -Traditions Lef Qu
California Energy Climate -Zone
CA Climate Zone 15
Total Cond. Floor Area
6, 512
Addition
419
# of Stories
1
FIELD INSPECTION ENERGY`CHECKLIST K.
IZI Yes O No HERS Measures -.-"If Yes, A.CF=4R must be provided per Part 2 of 5 of this form.
0 Yes 0 No Special Features -- If Yes, ;see Part 2 Of,5 of this form for -details.
INSULATION
Construction Type
Area S0e6ial
Cavity (ft) Features, see.Part 2 of 5 Status
Roof Wood Framed Attic R-30', 6,093 Existing
Wall Wood Framed R-19 +3,476 Existing
Slab Unheated Slab -on -Grade None 6,093 Perim = 478', Existing
Roof Wood Framed Attic R-38 419 • Radiant Bainer New
Wall Wood Framed R-21 743 New
Slab Unheated Slab -on -Grade None 419 Perim = 105' New
FENESTRATION U- Exterior
Orientation Area(f Factor SHGC Overhan Sidefins" ,Shades Status
Right (N) 212.6 6.390
0.39: *none; none Bug Screen New
Right (N) 58.0 0.600
0.59- .inone none Bug Screen Existing
Right (N) 24.0 0.550
0.59 :, none none Bug Screen Existing
Front (E) 81.0 .0.600
0.59 none none Bug Screen Existing
Front (E) 116.0 0.550
0.59 none none Bug Screen Existing
Left (S) 144.0 0.450
0.,41 10.6 none Bug. -Screen New
Left (S) 103.5 0.600
0.59.. none none Bug Screen Existing
Left (S) 24.0 0.550
0.59 none :none Bug screen Existing
Rear (Kq 40.0 0:550
0.59 8.0. none Bug Screen Existing
Rear (lAq 45.0 0.600
0.59 8.0 none: Bug Screen Existing
Rear(lAq 100.0 0.390.
0.39 19.0 - none Bug Screen New
HVAC SYSTEMS
Qtv. Hba ting Min. Eff.
Cooling,.'_Min.'Eff Thermostat Status
1 Central Furnace 80% AFUE
Split Air Conditioner '12.0 SEER Setback
Existing
1 Split Heat Pump 8.00 HSPF
S$t "Heat Pump > 14.6 SEER Setback
New
HVAC DISTRIBUTION
Location Heating
Duct
Coolie' Duct" Location R -Value. Status
HVAC 1-4 Ducted
Ducted, Attic, Cei6ng;lns, vented 4.2
Existing
HVAC 5 Ducted
Ducted. Attic, Ceiling Ins, vented 8.0
New
WATER,HEATING
Qty., Type! ..,,Gallons .-Min. fff Distribution Status
EnergyPro 5.1 ti Energ Soft User Number. 6712
RunCode: 2010,07-21T14.37 4 2 -it ID;
Page 3 of 27
C]
PERFORMANCE�.CERTI;FICATE Residential - ,(Part 1- of •5
CF -1 R
Project Name '
Irwin Residence-Addition/Alteration
Building Type m Single Family ❑ Addition Alone
❑ Multi .Fam ly ` m Existing+`Addition/Alteration
Date
911412010
Project Address
78-633 Peerless, 10t:34 -Traditions• La,.Q.
California Energy Climate Zone
•_CA.,Climate-Zone 15.
Total Cond.,Floor Area
6,15,12 '' `
Addition
-419
# of Stories
1
FIELD INSPECTION 'ENERGY CHECKLIST '.
❑ Yes ❑ No HERS Measures --.If Yes; A_CF-4R must.be-provided per Part 2 of 5 of this form.
ElYes ❑ No Special Features::-- If Yes, 'see Part"2 of '5 ofrthis form for details.
INSULATION Area S ectal
Construction T -
Type Cavity, .. , Features'• see Part 2 of 5• Status
FENESTRATION U- Exterior"
Orientation. Area .. Factor, _ SHGC OVerhan __Sidefins Shades. Status
Rear(wl 190.0 0.450'.. 0.41 19.0 none Bug Screen New
Rear (149 80.0 0.550 0.59 6:0none Bu`g Screen Existing
Rear (tM 80.0 0.550 0.59 none none Bug Screen Existing
Front (E) 12.7 0:390 0.39. none , none Bug Screen New
Rear (w) 79.1 0.390 .0.39 none: none Bug Screen New
HVAC SYSTEMS
Ot . Heating.Min._ Eff Cooling,:. Min..Eff Th-ermostat Status
HVAC DISTRIBUTION. Duct
Location Heating Cooling.. 'Duct Location' .. R -Value Status
WATER HEATING
Ot . Type Gallons Min. Eff._. Distribution Status
' t f
Enen7 Pro 5.1 by Energ Soft User, Number. 6712 RunCode: 2010-07=21 T1.4:37:4 ID:
Page 4 of 27
r
C7
e ,
i
PERFORMANCE .CERTIFICATE Residential ;� Part 2 of 5 CF -1 R
Project.NameBwlding'Type
Irwin Residence Addition/Alteration.,
® Single Family' ❑ Addition Alone
,= ❑:Multi Family m Existing+ Addition/Alteration
Date
9/14/2010
SPECIAL -FEAT U'R'ES.1INSPECTION �CHECKLIST''.
The enforcement agency should pay special attention to'the'items specified in this checklist..These items require special written
justification and documentation;>and special verification tube usedwith'the: performance�approac. The enforcement agency
determines the adequacy of,the justification, and may reject a building or designthat otherwise complies based on the adequacy of
the special justification and documentation submitted.
The HVAC System HVAC 1-4•must serve only'Sleeping Areas. . The non -,closable: area between zones cannot exceed 40 sf and each zone must be
controlled with a separate thermostat. In addition,thefeirfiow require-m'ents and. fan watt draw requirements -in Residential Appendix RA -6 must be met.
HIGH MASS Design - Verify Thermal Mass: 4;287.0 ft2 Covered Slab Floor,"3:500" thick at Existing
HIGH MASS Design - Verity Thermal Mass: 1,876.0 ft2 Exposed Slab Floor, 3.500" thick at Existing
HIGH MASS Design - Verify Thermal Mass: 153.0 R2 ExposedS/ab. Floor, 3.500" thick at Master Suite Add
The HVAC System HVAC 5 must serve.only`Sleepmg Areas. The non -closable area between zones cannot exceed 40 sf and each zone must be
controlled with a separate thermostat In 'addition the air flow.re `uir6 merits add fan watt draw re uirements in Residential Appendix RA -6 must be met.
HIGH MASS Design - Verity Thermal Mass: •186'0 ft2 Covered Slab Floor,• 3:500" thick`at Suite, 4 Addn
HIGH MASS Design - Verity Thermal Mass: 80.0 ft2 Exposed Slab-F/oor,-:3'500" thick 'at,Suite 4 Addn .
The Roof R-38 Roof(R.38.2x14.16) includes credit fora Radiant -Barrier is Continuous meeting eligibility and installation criteria as specified in
Residential Appendix RA4:2.2.
r
HERS .REQUIRED VERIFICATION + -
Items in this.section require field testing and%orverification bya certified HERS Rater. The -inspector must receive a
completed CF -413 form for.6ach of"the measures listed;below'for.final to be giviin.
The HVAC System HVAC 5 incorporates HERS verified Duct Leakage. HERS fie/d.venfication and'diagnostic testing,is required to verity that duct
leakage meets the specified criteria.'
EnemyPro.5.1 by EnergySoft User Number..6712: _ RunGode `2010=07 21 T14:37:4, ID.-, Pa - e 5 of 27
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PERFORMANCE CERTIFICATE Residential. ,Part 3 of 5 Cf -1 R
Projecf NameBuild
hey' .m Single Family O AdditioriAlone .
Date
.Irwin-Residence-Addition/Alteration '
QMuiti Family.: m Existing+ Addition/Alteration
9/14/2010
ANNUAL.ENERGY USE -SUMMARY...,
Standard Proposed Margin
TDV kBtu/ft2- r
.Space Heating 7.76 7.11 0.65
Space Cooling 81.41 74.37 7.04
Fans 18.08 16.67 1.41.
Domestic Hot Water 0.00 ° 0.00 0.00
Pumps 0.00 0.00. 0.00.'
Totals 107.25 98:16 9.09.-'
Percent Better Than Standard :i 8.5,%,.
'BUIL :DING, COMPLIES -HERS VERIFICATION: REQUIRED
Fenestration
Building Front Orientation: (E) 90 deg Ext. Walls /Roof Wall Area Area
Number of Dwelling Units: 1.00 (E) 1,280 210
Fuel Available at Site: Natural Gas " (s) 1,060 272
Raised Floor Area: 0 (►M' 1.581 614
Slab on Grade Area: 6,512. (N) 1,687 295
Average Ceiling. Height: 10.5. Roof 6,512 0
Fenestration Average U -Factor:,. 0.49TOTAL: 1,390
Avera a SHGC: '0.49. Fenestration/CFA Ratio: 21.3
REMARKS
STATEMENT OF: COMPLIANCE
This certificate of compliance lists'the building features and soecifications,needed
to comply with Title 24, Parts.1 -the Administrative Regulations and Part 6 the
Efficiency. Standards of the California Code of Regulations:
The documentation author hereby certifies that the documentation is accurate and complete.
Documentation Author
Company Scott Design and Title 24, Inc,
L---WI141201CO
Address 77-085 Michigan Drive Name. Jon Scott
City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone (760)'200-4780 Si ned Date
The individual with overall design responsibility hereby certifies that the proposed building design represented in this set
of construction documents is consistent with the'other compliance forms and worksheets-witti the specifications, and
with any other calculations submitted with this, permit application, and recognizes'that compliance using duct design,
duct sealing, verification of refrigerant'change; insulation installation quality, and building envelope sealing require
installer testing and certification =and field,verification by an approved HERS rater.
Designer or Owner'(per Business & Professions,Code)
Company ' Vision Design & Drafting
Address 1261 N. Big Springs Street Name Jim'Deford
Y:
City/Statelzip Anaheim, Ca 92807 Phone (909)'957-4550 Signed License # Date
Erie Pro 5.1 by EnemySoft WecNumber: 6712 RunCode- 2010-07-21.T14.37.4 ID: Page 6 of 27
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CERTIFICATE OF.COMPLIANCE:- .Residential (Part 4,of 5) CF -1 R
Project Name
Irwin Residence-Addition/Alteration
Building Type m.Single Family ❑ Addition Alone
❑ Multi Family m'Existing+ Addition/Alteration
Date
9114/2010
OPAQUE SURFACEDETAILS
4 '
Surface
T e Area
U- Insulation Joint Appendix
Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 14 Location/Comments
Roof
6,093
0.031 R-30
" 0 20 Existin 4.2.1-A20
Exist. Residence
Wall
958
0.074 R-19 '
0 90 'Existing 4.3.1-A5
Exist. Residence
Wall
973
0.074 R-19
90 90 Existing, 4.3.1-A5 '
Exist. Residence
Wall
747
0.074 R-19
180 90 Existin ' 4.3.1-A5
Exist. Residence
Wall
798
0.074 R-19
270 90 Existing 4.3.1-A5
Exist. Residence
Slab
4,217
0.730 None
0 180 Existing 4.4.7-A1
Exist. Residence
Slab
1,876
0.730 None
0 180 Existing 4.4.7-A1
Exist. Residence
Roof
153
0.026 R-38
0 20 New 4.2.1-A9
Master Suite Addn
Wall
113
0.069 R-21
0 90 New 4.3.1=A6
Master Suite Addn
Wall
35
0.069 R-21
90 90. New 4:3.1-A6
Master Suite Addn
Wall
45
0.069 R-21
270 90 New 4.-3.1-A6
Master Suite Addn
Slab
153
0.730 None .
0 180 New 4.4.7 -Al
Master Suite Addn
Roof
266
0.026 R-38
0 20, New 4.2.1-A9
Suite 4
Wall
321
-0.069 R-21
0 , • 90 New 4.3.1-A6
IS 'te 4
Wall
63
.0.069 R-21
.90 90 1 New 4.3.1-A6
ISuite 4
Wall
1 42
0.069 R-21
180 .90 1 New 14.3.1-A6 x
Suite 4
FENESTRATION SURFACE DETAILS
ID
Type
Area • U -Factor SHGC
Azm : Status . Glazing Type
Location/Comments
1
Window
24.0 0.550 NFRC 0.59 NFRC ' 0 Removed Exist. Double,Tinted-Door
Exist. Residence
2
Window
24.0 0.550 NFRC 0.59 NFRC .0 Removed Exist: DoubleTinted-Door:.
Exist. Residence
3
Window
20.0 '0.600 NFRC 0.59 NFRC 0 Removed Exist.Double Tinted -Windows
Exist. Residence
4
Window
20.0 0.600 NFRC 0.59 NFRC 0 'Removed Exist.Double,Tinted=-Windows
Exist. Residence
5
Window
39.0 0.390 NFRC, 0.39 NFRC 0 New.. • Architectural,Traditions Window Exist. Residence
6
Window
36.0 0.600 NFRC 0.59 NFRC 0 Existing„ Exist.Double.Tinted-Windows
Exist. Residence
7
Window
24.0 0.550 NFRC 0.59 NFRC 0 Removed Exist -DoubleTinted-Door
Exist. Residence
8
Window
15.0. 0.600 NFRC 0.59 NFRC 0 Removed Exist.Double Tinted -Windows
Exist. Residence
9
Window
12.7 0.390 NFRC', 0.39. NFRC 0 New Architectural Traditions Window Exist. Residence
10
Window
18.0 0.600 NFRC- 0:59 NFRC 0 Existing, Exist.Double Tinted -Windows
Exist. Residence
11
Window
24.0 .0.550 NFRC 0.59 NFRC 0 Existing Exist. Double Tinted -Dont •
Exist. Residence
12
Window
4.0 0.600 NFRC 0.59 NFRC 0 Existing Exist.Double,Xinted-Windows, ' Exist. Residence
13
Window
9.0 0.600 NFRC 0.59 NFRC 90 Existing - Exist. Double •Tinted -Windows .. Exist. Residence
14
Window
9.0 0.600 NFRC 0.59 NFRC 90 Existing - Exist:Double Tinted=Windows = Exist. Residence
15
Window
15.0 0.600 NFRC 0.59 NFRC . 90 Existing Exist. Double, Tinted -Windows
Exist. Residence
16
JWndow
15.0 0.600 I NFRC 0.59 NFRC -90 Existing Exist.Doub/e Tinted -Windows
Exist. Residence
(1) Ll -Factor Type: 116-A.- Default Table from Standards, NFRC = Labeled .Value
2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value
EXTERIOR- SHADING DETAILS.
_.
ID
Window
Exterior Shade Type SHGC Hat I Wd
Ove rhang' L"eft'Fin Right Fin
Len H t LExt RExt Dist Len H t Dist Len H t
1
Bug Screen
0.76
2
Bug Screen
0.76
3
Bug Screen
0.76
4
lBug Screen
0.76
5
Bug Screen
0.76
6
Bug Screen
0.76
7
Bug Screen
..,..0.76
8
Bug Screen
0.76
9
Bug Screen
0.76-
10
Bug Screen
0.76
11
Bugr Screen
0.76
'r
12
Bug Screen
0.76
13
. Bug Screen
0.76
14
Bu Screen
0.76
15
Bug Screen
1 0.761.
16
JBug Screen
0.761 1
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Page 7 of 27
0
Li
CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R
Project Name
Irwin Residence-Addition/Alteration
Building Type m Single Family ❑ Addition Alone
❑ Multi Family m Existing+ Addition Alteration
Date
1911412010
OPAQUE SURFACE DETAILS
Surface
Type Area
U- Insulation Joint Appendix
Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments
Wall
124
0.069 R-21
270 90 New 4.3.1-A6
Suite 4
Slab
186
0.730 None
0 180 New 4.4.7-A 1
Suite 4
Slab
80
0.730 None
0 180 New 4.4.7-A1
Suite 4
FENESTRATION SURFACE DETAILS
ID
Type
Area U -Factor
SHGC
Azm Status Glazing Type
Location/Comments
17
Window
9.0 0.600 NFRC
0.59 NFRC 90 Existing Exist.Double Tinted -Windows
Exist. Residence
18
Window
36.0 0.550 NFRC
0.59 NFRC 90 Existing Exist. DoubleTinted-Door
Exist. Residence
19
Window
4.0 0.600 NFRC
0.59 NFRC 90 Existing Exist.Doub/e Tinted -Windows
Exist. Residence
20
Window
40.0 0.550 NFRC
0.59 NFRC 90 Existing Exist. Double Tinted -Door
Exist. Residence
21
Window
40.0 0.550 NFRC
0.59 NFRC 90 Existing Exist. Double Tinted -Door
Exist. Residence
22
Window
4.0 0.600 NFRC
0.59 NFRC 90 Existing Exist.Double Tinted -Windows
Exist. Residence
23
Window
4.0 0.600 NFRC
0.59 NFRC 90 Existing Exist.Double Tinted -Windows
Exist. Residence
24
Window
4.0 0.600 NFRC
0.59 NFRC 90 Existing Exist.Double Tinted -Windows
Exist. Residence
25
Window
4.0 0.600 NFRC
0.59 NFRC 90 Existing Exist.Double Tinted -Windows
Exist. Residence
26
Window
4.0 0.600 NFRC
0.59 NFRC 90 Existing Exist.Double Tinted -Windows
Exist. Residence
27
Window
24.0 0.550 NFRC
0.59 NFRC 180 Removed Exist. Double Tinted -Door
Exist. Residence
28
Window
24.0 0.550 NFRC
0.59 NFRC 180 Removed Exist. DoubleTinted-Door
Exist. Residence
29
Window
61.6 0.450 NFRC
0.41 NFRC 180 New Fleetwood Doors
Exist. Residence
30
Window
82.4 0.450 NFRC
0.41 NFRC 180 New Fleetwood Doors
Exist. Residence
31
Window
4.0 0.600 NFRC
0.59 NFRC 180 Existing Exist.Double Tinted -Windows
Exist. Residence
32
Window
6.0 0.600 NFRC
0.59 NFRC 180 Existing Exist.Doub/e Tinted -Windows
Exist. Residence
(1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value
2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value
EXTERIOR SHADING DETAILS
ID
Exterior Shade Type SHGC
Window
H t Wd
Ove hang Left Fin Right Fin
Len H t LExt RExt Dist Len H t Dist Len Hat
17
Bug Screen
0.76
18
Bug Screen
0.76
19
Bug Screen
0.76
20
Bug Screen
0.76
21
Bug Screen
0.76
22
Bug Screen
0.76
23
Bug Screen
0.76
24
Bug Screen
0.76
25
Bug Screen
0.76
26
Bug Screen
0.76
27
Bug Screen
0.76
28
Bug Screen
0.76
29
Bug Screen
0.76
8.0 7.7 10.0 0.1 10.0 10.0
30.
Bug Screen
0.76
8.0 10.31 10.0 0.1 10.0 10.0
31
JBug Screen
0.76
32
JBug Screen
0.76
EnergyPro
5.1 by EnergySoft User Number.' 6712
RunCode: 2010-07-21T14.17:4 ID:
Page 8 of 27
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CERTIFICATE OFCOMPLIANCE:. Residential Part 4 of 5 CF -1 R
Project Name
Irwin Residence-Addition/Alteration_ .
Building Type ` m Single Family, ❑Addition Alone
❑ Multi Family m Existing+ Addition/Alteration
Date
1911412010
OPAQUE SURFACE DETAILS.. '
Surface U-.
Type Area Factor
:Insulation Joint Appendix
Cavity Exterior Frame Interior Frame Azm .Tilt Status 4 Location/Comments
.. .
FENESTRATION. SURFACE DETAILS_
ID
Type Area
LI -Factor'
, SHGC
Aim . Status Glaiing Type
Location/Comments
33
Window 33.0
0.600 NFRC
0.59 NFRC __180 Existing Exist.Double Tinted -Windows,
Exist. Residence
34
Window 33.0
0.600 NERC
0.59 NFRC 180 Existing Exist.Double Tinted -Windows
Exist. Residence
35
Window 27.5
0.600 NFRC.
0.59 NFRC 180 Ekistino Exist. Double Tinted -Windows
Exist. Residence
36
Window 24.0
0.550 NFRC'-
0.59 NFRC 180 Existing Exist. DoubleTinted-Door,
Exist. Residence
37
Window 139.0
0.600 NFRC
0.59 NFRC 270 Removed Exist.Double Tinted -Windows
Exist. Residence
38
'Window 24.0
0.600 NFRC
0.59 NFRC 270 Removed Exist.Double Tinted -Windows
Exist. Residence
39
Window 13.5
0.600 NFRC'
0.59 NFRC 270 Removed Exist.Double Tinted -Windows
Exist. Residence
40
Window 13.5 . 0.600 NFRC.
0.59 NFRC 270 Removed Exist. Double, Tinted -Windows
Exist. Residence
41
Window 40.0
0.550 NFRC
0.59 NFRC 270 Existing Exist *DoubleTinted-Door .
Exist. Residence
42
Window 30.6
0.600 NERC
0.59 NFRC 270 Existing.-. Exist.Double Tinted -Windows
Exist. Residence
43
Window . 15.0
0.600 NFRC
.0.59 NFRC 270 Existing Exist.Double Tinted -Windows
Exist. Residence
44
Window 40.0
0.550 NFRC
0.59 NFRC 270 Reinoved Exist. DoubleTinted-Door
Exist. Residence
45
Window 50.0
0.390 NFRC
. 0.39 NFRC 270 New. . Architectural,Traditions Window. Exist. Residence
46
Window 40.0
0.550 NFRC
0.59 NFRC 270 Removed Exist: DoubleTinted-Door
Exist. Residence
47
Window 40.0.
0.550 NFRC
0.59 NFRC 270 Removed Exist: Double Tinted -Door
Exist. Residence
48
Window 190.01
0.450 NFRC
0.41 NFRC 270 New Fleetwood Doors
Exist. Residence
(1) Ll -Factor Type:
2 SHGC Type:
116-A =Default Table from Standards, NFRC "-Labeled Value -
116-13 = Default Table from Standards, NFRC = LabeledValue
EXTERIOR SHADING DETAILS,
ID
Exterior Shade Type
Window
'-SHGC H t Wd
Ove hang Left Fin Right Fin
Len LU2L LExt, RExt Dist Len Hat Dist I Len H t
33
Bug Screen
0.76
34
Bug Screen
0.76
35
Bug Screen
0.76
36
Bug Screen
0.76
37
Bug Screen
0.7.6
38
Bug Screen
0.76
39
Bug Screen
0.76
40
Bug Screen
0.76
41
Bug Screen
0.76
8.0 5.0 8.0 0.1 8.0 8.0
42
Bug Screen
0.76
6.0 5.0 8.0 0.1 8.0 8.0
43
Bug Screen
0.76
,6.0 2.5 8.0 0.1 8.0 8:0
44
Bug Screen
0.76
8.0 5.0 19.0 0.1 19.0 ` 19.6
45
Bug Screen
0.76
10.0 5.0 19.0 0.1 19:0 19.0
46
Bug Screen
0.76
8.0 5.0 19.0 0.1 ,, 19.0 19.0
47
Bug Screen
0.76 ' '
8.0 5.0 19.0 0.1 .19.0 19.0
48
IBug, Screen
0.76 "
10.0 19.0 19.0 0.1 19.0 19.0
EnergyPro
5.1 by EnergySoft User Number. 6712
RunCode: 2010-07-21T14:37:4 ID:
Page 9 of 27
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CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R
Project Name
Irwin Residence-Addition/Alteration
Building Type O Single Family Q Addition,Alone
❑ Multi Family la Existing+ Addition/Alteration
Date
1911412010
OPAQUE SURFACE DETAILS
Surface U-
Type Area Factor
Insulation Joint Appendix
CavityTExterior Frame Interior Frame Aim Tilt " Status 4 Location/Comments
FENESTRATION SURFACE DETAILS
ID
Type Area
U -Factor SHGC
Azm -Status Glazing Type Location/Comments
49
Window 40.0
0.550 NFRC 0.59 NFRC 270 Removed Exist. Double Tinted -Door Exist. Residence
50
Window 50.0
0.390 NFRC 0.39 NFRC 270 New Architectural Traditions Window Exist. Residence
51
Window 80.0
0.550 NFRC 0.59 NFRC 270 Existing Exist. DoubleTinted-Door Exist. Residence
52
Window 80.0
0.550 NFRC 0.59 NFRC 270 Existing Exist. DoubleTinted-Door Exist. Residence
53
Window 40.91
0,390 NFRC 0.39 NFRC 0 New Architectural Traditions Window Master Suite Addn
54
Window 36.0
0.390 NFRC' 0.39 NFRC 0 New Architectural Traditions Window Master Suite Addn
55
Window 12.7
0.390 NFRC 0.39 NFRC 90 New Architectural Traditions Window Master Suite Addn
56
Window 12.7
0.390 NFRC 0.39 NFRC 270 New Architectural Traditions Window Master Suite Addn
57
Window 66.4
0.390 NFRC 0.39 NFRC 270 New Architectural Traditions Window Master Suite Addn
58
Window 39.0
0.390 NFRC 0.39 NFRC 0 New Architectural Traditions Window Suite 4
59
Window 45.0
0.390 NFRC 0.39 NFRC 0 New Architectural Traditions Window Suite 4
(1) 1.1 -Factor Type:
2 SHGC Type:
116-A = Default Table from Standards, NFRC = Labeled Value
116-B = Default Table from Standards, NFRC = Labeled Value
EXTERIOR SHADING DETAILS
ID
Exterior Shade Type
Window
SHGC H t Wd
Ove hang Left Fin Right Fin
Len H t LExt RExt Dist Len H t Dist Len H t
49
Bug Screen
0.76 8.0 5.0 19.0 0.1 19.0 19.0
50
Bug Screen
0.76 10.0 5.0 19.0 0.1 19.0 19.0
51
Bug Screen
0.76 8.0 10.0 6:0 0.1 6:0 6.0
52
Bug Screen
0.76
53
Bug Screen
0.76
54
Bug Screen
0.76
55
Bug Screen
0.76
56
Bug Screen
0.76
57
Bug Screen
0.76
58
lBua Screen
0.76
59
Bug Screen
0.76
EnergyPro
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User Number. 6712
RunCode: 2010-07-21T14:37:4 ID: Pae 10 of 27
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I�
CERTIFICATE OF COMPLIANCE ,Residential (Part 5 of 5) CF -1 R
Project Name
Irwin Residence-Addition/Alteration
Building Type m Single FamilyQ Addition Alone
0-, Multi, Fa'miiy m Existing+.Addition/Alteration
Date
1911412010
BUILDING ZONE' INFORMATION ,. .
Floor Area ft
System Name Zone Name New. + ' Existin '• Altered Removed Volume Year Built
HVAC 1-4 . Existing
6,093
63,977 1999
Master Suite Add,
153
1,530
HVAC 5 Suite 4 Addn
266
2,660
Totals'.. _. : _ 4191 .6;093 0 01
1
HVAC SYSTEMS.
_.
System Name Oty. Heatin T
e .'s Min. Eff :, Cooling Type, Min. Eff.' Thermostat Type Status
HVAC 1-4 1 Central,Fumace 80% AFUE Split.AirConditioner • 12.0 SEER Setback
Existing
HVAC 5 1 ' Split Heat Pump 8.00, HSPF Split Heat Pump ' . 14.0 SEER Setback
New
• t.
HVAC DISTRIBUTION
System Name HeatingCoolin
" ,Duct
.. Duct Location ,,,Duct
Ducts
Tested? Status
HVAC 1-4 Ducted
Ducted,; Atti&;:ceiling Ins, vented ' 4.2
❑ Existing
HVAC 5 Ducted
Ducted Attic, Ceiling Ins, vented " 8:0
El New
❑
WATER HEATING SYSTEMS
S stem Name
Qty-
T e
•`
Distribution
:�aite
Tank -
Cap.
al
Energy.. Standby
Factor Loss or
orAE Pilot
Ext.
Tank
Insul. R-
Value
Status
CEC Standard . •
- n
f
MULTI -FAMILY WATER_
HEATING
DETAILS
' ,•
HYDRONIC,HEATING
SYSTEM
PIPING
Control;Plenum
E
'Hot Water Piping L'endth.
ft
o.
-w:a c.,i
—
S stem Name
Pipe
Len th
Pipe
Diameter
Insul.
Thick.
. FHP'
.OutsideOt Buried
'❑
❑ .
.
❑
❑
EnemyPro 5.1 by.'EnemySdft User Number: 6712 ' RunCode: 2010-07-21T14:37:4. ID:.-
Pae 11 of 27
v
MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R
Project Name
rwin Residence-Addition/Alteration
Date
1 9/14/2010
NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of
the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF -
1 R -ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated
into the permit documents, and the applicable features shall be considered by all parties as minimum component performance
specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections'of the MF -1 R
Form with plans.
Building Envelope Measures:
116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage.
§116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain
Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a).
117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed.
118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form.
§118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the
installation of a Cool Roof is specified on the CF -1 R Form.
*§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor.
150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value.
*§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor.
*§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor.
150(f): Air retarding wrap is tested labeled, and installed according to ASTM El677-95 2000 when specified on the CF -1 R Form.
150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16.
§150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance
rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration.
Fireplaces, Decorative Gas Appliances and Gas Log Measures:
150 a 1A: Mason or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox.
§150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is
e uipped with a with a readily accessible, operable, and fight -fitting damper and or a combustion -air control device.
6150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the
outside of the building, are prohibited.
Space Conditioning, Water Heating and Plumbing System Measures:
§110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy
Commission.
§113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release
valve backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5.
§115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances
(appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and
spa heaters.
150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA.
150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c).
§1500)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped
with insulation having an installed thermal resistance of R-12 or greater.
§1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water
tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the
tank.
§1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of
recirculating sections of hot water pipes are insulated per Standards Table 150-B.
§1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot
water tank shall be insulated to Table 150-B and Equation 150-A.
§1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table
123-A.
150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture equipment maintenance, and wind.
§1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in
conditioned space.
150(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation.
EnergyPro 5.1 by EnergySolf User Number. 6712 RunCode: 2010-07-21714:37:40 ID: Page 12 of 27
MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R
Project Name
Date
Twin Residence-Addition/Alteration
1911412010
§150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections
601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-
4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the
applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is
used to seal openings reater than 1/4 inch the combination of mastic and either mesh or tape shall be used
§150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed
sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may
contain ducts. Ducts installed in cavities and support plafforms shall not be compressed to cause reductions in the cross-sectional area
of the ducts.
§150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes
unless such tape is used in combination with mastic and draw bands.
150(m)7: Exhaust fans stems have back draft or automatic dampers.
§150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated
dampers.
§150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar
radiation that can cause degradation of the material.
150 m 10: Flexible ducts cannot have porous inner cores.
§150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air
Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation
required in Section 4 of that Standard.
Pool and Spa Heating Systems and Equipment Measures:
§114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency
Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and
shall not use electric resistance heating ora pilot light.
§114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction
and return lines or built-up connections for future solar heating.
114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover.
§114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or
programmed to run only during off-peak electric demand periods.
150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150
Residential Lighting Measures:
§150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies
contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2.
150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d).
§150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than
20 kHz.
§150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain
only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line -
voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a
medium screw -base socket.
150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k).
150(k)7: All switching devices and controls shall meet the requirements of §150(k)7.
§150(k)6: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy.
EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be
exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant
sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed
luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a
manual -on occupant sensor.
§150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of
illuminated cabinet.
EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2010-07-21 T14:37:40 ID: Page 13 of 27
4
4
MANDATORY MEASURES SUMMARY:=ResidentialPa `e 3 of 3 MF -1 R
Project Name y
Date
resin Residence-Addition/Alteration'
1911412010
§1 50(k)10: Permanently installed luminaires in bathrooms; attached and detached garages, laundry rooms, closets and utility rooms
shall be high efficacy.
EXCEPTION 1: Permanently; installed low efficacy luminaires shall be allowed .provided that they are controlled by a manual -on
occupant sensor certified to comply with the applicable •requirements*of §119.
EXCEPTION 2`. Permanently` installed low efficacy luminaires in closets less than70 square feet are not required to be controlled by a
manual -on occu anC . sensor:
§150(k)l 1: Permanently installed luminaires located in,rooms;or areas other than in kitchens, bathrooms, garages, laundry rooms,
closets, and utility rooms shall -be high efficacy luimnaires. EXCEPTION•1: Permanently.installed low, efficacy luminaires shall be
allowed provided they are controlled.by eithei a dimmer switch thai'bomplies with the applicable requirements of §119, or by a manual -
on occupant sensor that complies with the'applicable requirements of §11'9. EXCEPTION 2: Lighting in detached storage building less
than 1000 square feet -located on'aresidential site is not.re uired.,to:com I with' 150 k ll.
§150(k)12: Luminaires recessed into insulated ceilings shall be.listed for iero clearance insulation contact,(IC) by Underwriters
Laboratories or other nationally recognized testing/rating laboratory; and have a1abel that certifies the lumiunaire is airtight with air
leakage less then 2.0 CFM at 75 Pascals when tested _in accordance with ASTM E283; and be sealedwith a gasket or caulk between
the luminaire housing and ceilin .
§150(k)13: Luminaires providing outdoor=lighting, including'lighting for'private pati6s,in low-rise residential buildings with four or more
dwelling units, entrances, balconies, and porches, which are permanently mountedao al.residential building or to other buildings on the
same lot shall be high. efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that.
they are controlled by a nianual on/off switch, a motion sensor not having an overrid.e,orbypass switch 'that disables the motion sensor,
and one of the following:controls: a photocontrol not having an override or bypass switch that`disables.the photocontrol; OR an
astronomical time clock nofhaving an override or bypassswitch.that disables'the astronomical tulle clock; OR an energy management
control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor
luminaires -used to comply with Exceptionl to §150(k)13_may.be controlled by terhporary override switch which bypasses the motion
sensing function provided that the motion sensor;is automatically reactivated. within six ho "urs. EXCEPTION 3: Permanently installed
luminaires in or around swimming pool; water features, or,other location subject to Article 680 of the California Electric Code need not
be high efficacy luminaires.
§150(k)14: Internally illuminated addresssigns'shall complywith Section 148; OR not contain a screw -base socket, and consume no
more than five watts of power as determined accordin to§130(d),"
§150(k)15: Lighting for parking.lots and carports with a total of for 8 or more vehicles persite, shall comply with the applicable
requirements in Sections 130, 132, 134; and 147'{Lighting for parking garages for 8 or more vehicles shall comply with the applicable
requirements of Sections. 130; 181','134, and 146.
§150(k)16: Permanently installed lighting, in;the;enclosed,'non-dwelling spaces of low -rise -residential buildings with four or more
dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided
that the are,controlled b an occupant sensors certified'to coni I with the, licable requirements of 119.
EnergyPro 5.1 by EnergySot User Number. 6712 RuhCode: 2010-07-21T14:37:40. 'ID: Page 14 of 27
4
HVACSYSTEM '.H.EATING°7AND,COOLING LOADS ;SUMMARY
Project Name
Date
Irwin Residence-Addition/Alteration _
9/14/2010
System Name
Floor Area
HVAC 1-4
_....
6,246
ENGINEERING CHECKS:.
_
SYSTEM LOAD
Number.of S 'stems.
1
COIL'CO.OLING,PEAK
CFM Sensible'
Total Room Loads 11,626 85;951
.,Return Vented Lighting 0
Return•AirDucts 7,288
Return Fan 0
Ventilation F 0 0
Supply. Fan 0
Supply'Air Ducts 7,288
_ TOTAL•.SYSTEM LOAD 100527
COIL HTG.
PEAK
Heating System
Latent CFM
Sensible
66tput perSystem 90,000
6,013 3,488
86,741
Total Output Btuh 90,000
Output Btuh/s ft 14.4
6,163
Cooling System
0
Out ut. erS stem 60,000
0 0
0
Total Output Btuh 60,000
6,013
0
Total Output ons 5:0
6,163
Total Output Btuh/s ft 9.6
Total Output s fUTon 1,249.2
99,066
Air System
A
CFM perSystem
2,000,,HVAC,EQUIPMENT'SELECTION.:'
Airflow cfm
2,000
`Existing HVAC '' 36,382
21,862
90,000
Alrflow cfm/s ft
0.32
'
Airflow cfm/Ton
400:0
'
Outside Air %
0.0.'/0
-Total Adjusted4System Output 36,382
. -(Adjusted for Peak.Design conditions)
- TIME OF SYSTEM=PEAK . ,.:. . _ _
21,862
Aug 3 PM
90,000
Outside Air Cfm/s ft 0.00
Note: values above ivenat'ARI conditions::
Jan 1 AM
HEATING SYSTEM` PSYCH ROMETRICS;
Airstream Tem eratures•at Time of-Heatin Peak . •
26 OF
70 OF 97 OF 97 OF
Outside Air
0 cfm
Heating Coil Supply'Fan
95 OF
2,000 cfm
ROOM
70 OF
72 OF
COOLING SYSTEM PSYCH ROM ETICS.Airstream Tem eratures"atTirrie"of Conlin Peak
112178 OF
80170 OF 69 / 66 OF 69 / 66 OF
Outside AirAr
.
0 cfm
Cooling Coil Supply -Fan
71 ! 67 OF
2,000 cfm I--- ::-- ---c
66.6 °i° ROOM
80 / 70 OF
78 ! 70 OF
EnergyPro 5.1 by EnergySoR
User Number. 6712 RunCode:,•2010-07-21 T14r37 40 .. ID:
Page 15 of 27
4
HVAC SYSTEM HE:ATIN`G.AND<<COOLINO LOADS'SUMMARY
Project Name
Date
Irwin Residence`Addition/Alteration
9/14/2010
System Name
Floor Area
HVAC 5
266
ENGINEERING -CHECKS
`' _-_
,SYSTEWL-OAD
Number of Systems
1
'COIL
CFM
COOLING%PEAK
COIL HTG.
PEAK
Heating System
Sensible :'
Latent CFM .
Sensible
"
Output perSystem
51,000
Total Room Loads 274
Return -Vented Lighting
Return Air.Ducts
Retum:Fan
'Ventilation F 0
•`Supply Fan
. Supply Air Ducts
TOTAL SYSTEM LOAD
. 6,245
966 250
6,544
Total Out ~ut Btuh 51,000
0
Out bt Btuh/s ft 191.7
310
250
Cooling System
0
0
Output perSystem 35,500
0
0 0
0
Total Output Btuh 35,500
0
310
6,866
.9661
0
Total Output ons 3.0
250
Total Output (Btuh/s ft) 133.5
Total Output s ft/Ton 89.9
7,044
Air System
CFM perSystem
1,200
HVAC EQUIPMENT SELECTION
Alrflow cfm
1,200
Carrier 25ACB436 27,986.
2,723
31,853
31,853
Jan 1 AM
Alrflow cfm/s ft 4.51
Airflow cfm/Ton 405.6
"
Outside Air % 0.0 %
:'TotalAdjusted System Output 27,986 2,723
(Adjusted for Peak Design conditions)
:.
,�.._ _ TIME OF.SYS.TEMTEAK r:_ ... .:..�, 'Aug 3 PM
Outside Air cfm/s ft .0'•00
Note: values above given at A131 conditions
HEATING SYSTEM PSYCH ROM ETRICS
Airstream Temperatures at-,Timeof Heating Peak
26 OF
72 OF 97 OF »' 97 OF
Outside Air
0 cfm
Heating Coil Supply Fan
97 OF
1,200 cfm
`
i R00 � ..
72 OF
72 OF
COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of ,Coolin Peak).
112/78°F
78!63°F 56/55°F 56/55OFr `{
F�
,?
Outside Air
0 cfm
Cooling Coil Supplyfan
57 / 55 °F
1,200 cfm
44.3
-"-
00 [A0010
78163 OF
78 ! 63 OF
EnergyPro 5.1 by.EnergySoft
User Number: 6712 RunCode:. 2010=07.-21T14:37A0 - ID:
, ' Page 16 of 27
.7
•
..PAGE TOTAL,
TOTAL*
Total includes ventilationload for-7onal.sy'stems.-
EnemyPro 5.1 6y EnergySdft User; - Number.- 6712' RimCode.201047- . 21T,14:37
111,626l
''85,9511
6,0131
3,4881
86, 741
ROOM LPAP SUMM' R-Y.-
85,9'511.6,0131
3,4881
86,741
Pro
Irwin Residence-AdditionlAlteebtion
Date
911412010
SystemName
HVAC 1-4
Floor Area
6,246
ROOM LOAD SUMMARY
76,�68
..PAGE TOTAL,
TOTAL*
Total includes ventilationload for-7onal.sy'stems.-
EnemyPro 5.1 6y EnergySdft User; - Number.- 6712' RimCode.201047- . 21T,14:37
111,626l
''85,9511
6,0131
3,4881
86, 741
1 11,6261
85,9'511.6,0131
3,4881
86,741
•
•
.
0
ROOM LOAD SUMMARY*
-
Project Name ;.
Irwin Residence-AdditionlAlteration
Date
9/14/2010
System Name
HVAC 5
f
Floor Area
266
ROOM LOAD SUMMARY
"ROOM.000LING PEAK
COIL COOLING PEAK
COIL HTG. PEAK
Zone Name Room Name
"Mult CFM :Sensible Latent
CFM Sensible: Latent
CFM Sensible
Suite 4 Suite 4 Addn
1 274 .6,24 966:
274 6,245 966
250 6,544
l f
lyf
• 4
PAGE TOTAL
TOTAL*
Total includes ventilation load for zonal,s stems. ,.
Ene Pro 5.1 b Ene Soft- -User Number: 6712%: '. RunCode:,2010=07 21T14:37:4' ID:
274: 6,245 966 250 6,544
274 6,2451
1
966
250
6, 544
1
•
•
0
ROOM HEATING�PEAK LOADS
Project Name
Irwin Residence-Addition/Alteration
Date
9/14/2010
ROOM INFORMATION ° _ : , ,. ,. ,`:
DESIGN CONDITIONS_
Room Name Existing
Floor Area 6,093.0=ft2
Indoor. Dry Bulb Temperature 72 OF
Tirrte'of"''Peak "" Jan 1 AM
'Outdoor Dry Bulb Temperature • 26 OF
Conduction
Area
U.. -Value
ATOP
Btu/hr
R-30 Roof Attic
6,093:6.
X
•X
0.0310
X
"X
46
=
8,689
R-19wall (W.19.2x6.16)
3,475.8
0:0740•
46
=
=
11,832
Architectural Traditions Windows
151.7
X
X
X •
',X
-X
X
X
-X
X,
X
X .
X
X
X
X
X
X
X
t,
0.3900
X
X
X
. X
X
X
X
X
X
X
`:X
X
X.
X
X
X
X
46
2,721
Exist.Double Tinted -endows
287:51
0:6000
46
=
7,935
Exist: Double Tinted -Door
364.0
0.5500
46
=
=
=
9,209
Fleetwood Doors
.334".'0
0.4500
46
6,914
Slab -On -Grade
peiim = 478:0
0.7300
46
16,051
=
=
=
=
=
..
a
_
_
=
is
=
=
=
=
=
=
X
X
X
-X
X
;X
X
X
X
X
X
X
-
X
X
=
X
X
=
X. X
X• X
:X X
to another,room
10.50 X 0.342
Ceiling Height ACH
=
=
_
'•
Items shown with an asterisk (') denote conduction
Infiltration:[ 1.00 X 1.064
Schedule Air Serisible
Fraction
through an interior surface
X 6,093 X
Area
Page Total
/ 60 ] X 46
AT
63,351
= 17,878
TOTAL HOURLY HEAT LOSS FOR ROOM 81,229
EnergyPro 5.1 by EnergySoR User Number 6712. ..'Rui7Code 2010=07=21-T14.37.4 ID:-` Page, 19 of 27
0
•
ROOM 11 ATI NGR8A,K LOADS
Project Name
Irwin Residence-Addition/Alteration, :_. M` „ '
Date
9/14/2010
ROOK INFORMATION. ` ' , , : _ _;_
_DESIGNZONDITIONS"'
Room Name Master Suite Add.
Floor Area 153.0 ft?.
Indoor Dty BUlb.Tdiniperaturie , :." . 72 OF
Tune of Peak " • Jan 1 AM
;Outdoor Dry'Bulb Temperature 26 OF
Conduction
Area
IJ=Yalue AT Or
X ; . 0.0260 "X 46
X 0.0690.:•X 46
X 0:3900 X 46
: X 0:7300 X 46
X ,X
X X
.,X X
X X
X X
X X
X X
X X
X: � X.
X}: X.
X, ,X
X
X X
X X
X X-
'( X
X' X i
v X
X X
X X
X X
X X
X X
X' X
to another, room Page Total
10'00 X• 0.360 /60] X
Ceiling Height ACH AT
Btu/hr
= 183
= 611
. = 3,026
= 1,242
=
=
_
=
=
-
=
_
=
=
=
=
_
=
-
_
=
-
_
-
5,063
46 = 449
R-38 Roof(R. 38.2x 14.16)
153:0
R-21 Wall ,(W. -19.2x6.16)
192.5
Architectural Traditions Windows
168.7
Slab -On -Grade
pen.m = 37.0
-
_.
=
�•'
Items shown with an asterisk (')denote conduction
Infiltration:[ 1.00 X
Schedule Air Sensible
Fraction
j
through an interior surface
L064 X 153 X
"Area
TOTAL HOURLY HEATLOSS-FOR ROOM 5,512
EnergyPro 5.1 by EnergySoft. .User Number. 6712 RunCode.,2010-07-21T:14:37 4. ' ;ID:_ Page 20 of 27
•
ROOM HEATING PEAK LOADS,%
Project Name
Irwin Residence-Addition/Alteration
Date
9/14/2010
ROOM INFORMATION_ _ :•
DESIGN CONDITIONS .
Room Name Suite 4'A'ddn'
Floor Area 266O,ft2
Indoor. Dry Bulb Tem erature
Time of.'Peak Jan 1 AM
`:Outdoor Dry. Bulb Temperature 26 OF
Conduction Area '
R-38 Roof(R.38.204.16) 266.0 X
R-21 Wall (W.19.2x6.16) 550:0 ; X,
Architectural Traditions Windows -84:0 X
Slab -On -Grade penm'='68:0, X
X
X
X
X.,
X.
X
s ,X
X
X
X
X
X
X
X
.i X
X-
X
X
X
X
X
/ 'X,
'X
X
X'
X
X,
Items shown with an asterisk (') denote conduction through.ari interior surface to.another
Infiltration:[ 1.00 X 1:064 X F 266 ..X
Schedule Air Sensible Area ' Ceiling
Fraction
1.14alue :
X
X
X
X
X
'X..
:X
X.
X
X
X
X
X.
X
X
X'
X
X
.X.
X.
X
X
X.
X
X
X
X
X.
X
X
X
OT � F
Btu/hr
= 318
= 1,746
= 1,507
= 2,283
=
_
=
_
_
=
=
=
_
=
_
=
=
=
_
=
_
—
=
_
_
_
_
_
_
_
5,854
46 = 690
0.0260
46
0.0690
46
0.3900
46
0.7300
46
y
room
10.00 X 0.318
Height. ACH
;Page Total
/ 60 ] X
AT
TOTAL HOURLY HEAT LOSS FOR ROOM 6,544
EnergyPro 5.1 by EnergySoR ; ` . User Number.•,6712 . RunCode`=2010x07-21T14.37.4 ID: Page 21 of 27
•
•
•
RESIDENTIAL -1300 COO ING-LOAD'SUMMARY'
Project Name• , w ..;:- - Date
'Irwin Residence-Addition/Alteration :: 911412010
_ _
ROOM INFORMATION - :DESIGN.CONDITIONS. •_ : '
Room Name Existing° Outdoor ,5i YBulb Temperature: 112 OF
Floor Area 6,093.0 ft' Outdoor Wet -Bulli Temperature 78 OF
Indoor Dry Bulb. Tem Temperature.,'- ., 78 °F Outdoor`Dall .Ran e: 34 OF
.
O` a ue Surfaces,' 'Orleritation Area U -Factor CLTD' Btu/hr'
R -3o Roof Attic
R-19 Wall (W. 19.2x6.16)
R-19 Wall (W. 19.2x6.16)`
R-19 Wall (W.19.2x6:16)
R-19 Wall (W. 19.2x6.16)
`116,093.0
• X
X
, X
X
-X
X
X
X
.X
`0:0310
X
X
X
X
X
X
X
X
X
56.0
=
=
=
=
=
_
=
=
_
10,577
958.3
0.0740
23.0
1,631
973.0,
0.0740
33.0
2,376
746:5.
0:0740,
26.0
1,436
798.0
0.0740.
33.0
1,949
33.9
4.0
33.9
0.0
33.91:+
9.0
68:9
0.0
a0l
, 33:9
9.0
68.9
33.9
15.0
1 68.9
y ' Page Total
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Shaded Unshaded
Fenestration Orientation Area ..:.GLF. °.a• Area GLF
117
6
114
106
1M
200
120
121
122
0.0
X:
.x
X
`X
X
X
.X
X
X
.::- ' 223
+
+.
'+
+
+
+,
+
+
39.0
X
X
X
X
X
. X
X
X
X
22.3
=
_
=
=
=
=
=
=
=
0.0
0.0
`0:0
33.9
36.0:
33.9
•. 22.3
12.7.
22.3
33.9
18.0
339
0.0.
32:9:
24.0
32.9
0.0
33.9
4.0
33.9
0.0
33.91:+
9.0
68:9
0.0
a0l
, 33:9
9.0
68.9
33.9
15.0
1 68.9
Page Total
Internal Gain
Occupants 4.0Occupants X 230 .Btuh/occ. _ [
Equipment 1.0 Dwelling Unit X 1,600 Btu- C
.Infiltration: 1.064 X, 0:87 X 377.28 X • , --.341
= [
Air Sensible CFM ELA'• - AT ;
x
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM
Latent Gain
Occupants 4.0 Occupants X ?00 .Btuh/occ. _
Infiltration: 4,771 X 0:87 X 377.28 'X
Air Sensible CFM ELA ` AW
TOTAL HOURLY LATENT �HEAT'GAIN,FOR- ROOM
EhemvPr6 5.1 by Enemysoft User Number- 6712' Run`Code: 2010-07=21T14:37c4 Q. F
17,970I
Btu/hr
869
1,220
283
610
789
136
620
620
1,034
6,181
Btu/hr
920
1,600
11,821
76,668
Btu/hr
800.
4,305
J 1 1
•
RESIDE,NTIALROOM COOLING LOAD SUMMARY
Project Name' Date
Irwin Residence Addition/AlterationK.. ,. 9/1°4/2010
ROOM INFORMATIO.N'_,., _ :'DESIGN -CONDITIONS -
Room NameExisting ;Outdoor Dry Bulb Temperature 112 OF
Floor Area 6,093.0 ft? Outdoor Wet Bulb, Temperature, 78 OF
Indoor D Bulb Temperature _. _ 78: F Outdoor Datl"'Ran e: 34 F
ODaaUe Surfaces Orlentation. Area " U -Factor CILTD' Btu/hr
~. Page Total
Items shown with an asterisk (') denote conduction:through an interior surface to another room..
1. Cooling Load Temperature Difference (CLTD)1
Shaded. Unshaded
Fenestration h" : Orlentation- - . Area. 'GLF Area, 4 -GLF
123
125
1A
201
1B
1c
207
206
205
(E)
X
X
nX
X
X"
X`
X
X
X
+
+
,+
+
+.
r+.
+
+..
(E) .
X
-a. 68.9
=
.1',-33.9.
9;0'
X
'32:9
36:0
X
00
339
4.:0
68.9
X.•
32:9
40.0
X
0:0
0.0
0.0
=
40:0
' 67.9
X.
4.0
68.9
X
4:0
=
0.0
33.9,
X
68.9
X
=
X
X
=
X
X
=
x
x
=
X.
X
=
~. Page Total
Items shown with an asterisk (') denote conduction:through an interior surface to another room..
1. Cooling Load Temperature Difference (CLTD)1
Shaded. Unshaded
Fenestration h" : Orlentation- - . Area. 'GLF Area, 4 -GLF
123
125
1A
201
1B
1c
207
206
205
(E)
X
X
nX
X
X"
X`
X
X
(E)
+
+
,+
+
+.
r+.
+
+..
(E) .
X:
X
X
X
X
X
X
X
X
-a. 68.9
=
=
=
=
=
=
=
=
=
.1',-33.9.
9;0'
(E).,n
'32:9
36:0
67.9
00
339
4.:0
68.9
0.0
" 0.0,
6:6
X
X
nX
X
X"
X`
X
X
33.9
+
+
,+
+
+.
r+.
+
+..
15:0
X:
X
X
X
X
X
X
X
X
-a. 68.9
=
=
=
=
=
=
=
=
=
.1',-33.9.
9;0'
68.9
'32:9
36:0
67.9
00
339
4.:0
68.9
0.0''X
32:9
40.0
67.9
0:0
0.0
0.0
32.9,
40:0
' 67.9
33.9
4.0
68.9
33.9,,+
4:0
68.9
0.0
33.9,
4.0
68.9
" Page Total
Internal Gain
Occupants 4.0 Occupants X , 230 Btuh/occ.
E ui ment 1.0 Dwelling Unit X 1,6001 Btu
L
Infiltration: 1.064 X' 0.87 ,<'X 37728 ,X 34 "
Air Sensible "CFM ELA AT
TOTAL HOURLY SENSIBLE.HEATGAIN-FOR, MOW
Latent Gain
Occupants 4.0 " 'Occupants X' 200. Btuh/occ.
Infiltration: 4,771 X 0.87 X.377:28 X'. --.0.,00276
Air Sensible `CFM. ELA., AW
TOTAL HOURL'Y'LATENT HEAT.G'AIN FORRO.OM
EnemyPro 5.1 6 'Ene Soft,-- ',User Number.16712 Runcode:`2010-07 21:T14.37.4� L•. , /D:
01
1,034
. 620
2,445
276
2,717
2,717
276
276
276
110,63
0, 636
Btu/hr
= ycv
= 1,600
11,821
76,668
Btu/hr
800
4,305
4 r 1
•
•
RESIDENTIAL ROOM COOL'I,NG LOAD`SUMMARY
-Project Name Date
Irwin Residence-Addition/Alteration 9/14/2010
ROOM INFORMATION DESIGN CONDITIONS
Room Name Existing' Outdoor Dry Bulb Temperature; 112 OF
Floor Area 6,093.'0`ft? Outdoor Wet Bulb Temperature, 78 OF
Indoor D Bulb Tem erature
78'0 Outdoor Dail 'Ran e:: 34 OF
Opaque Surfaces
Area . U=Factor L. CLTD' Btu/hr
Page Total
Items shown with an asterisk (') denote conduction through an interior surface to :another room. '
1. Cooling Load Temperature Difference-(CL'TD) v
Shaded Unshaded
Fenestration Oderitation Area,..„. t GL• F Area GLF
204
203
1U
124
202
102
103 5.
104
105
"OA
X
X
X
X
X
X
X
X
x;,•
-X
,' 33:9
X
X
X
X
X
X
X
X
X
4.0
=
_
=
_
=
=
=
=
68.9
=
=
=
=
=
=
=
=
=
0.6
33.9
4.0
68.9
61.6
24.2
0.0
24.3
'82::4
24:2
0.0
24.3
0.0
` 33.9
4.0
34.0
.
" 33.9
6.0
34.0
..
;.
.. .33.9
Page Total
Items shown with an asterisk (') denote conduction through an interior surface to :another room. '
1. Cooling Load Temperature Difference-(CL'TD) v
Shaded Unshaded
Fenestration Oderitation Area,..„. t GL• F Area GLF
204
203
1U
124
202
102
103 5.
104
105
"OA
' X
'X
X
X.
_x
X
X
X;
,' 33:9
+
+
�+
+
+:
+
+
+
+
4.0
, X
X
X
X
X
X
X'
X,
X
68.9
=
=
=
=
=
=
=
=
=
0.6
33.9
4.0
68.9
61.6
24.2
0.0
24.3
'82::4
24:2
0.0
24.3
0.0
` 33.9
4.0
34.0
0.0
" 33.9
6.0
34.0
0.0
.. .33.9
33.0
34.0
33.9
33.0
34.0
0.0
33.9
27.5'
34.0
Page Total
Internal Gain r
k" r
Occupants 9.0 Occupants., X 230 Btuh/oc6.
Equipment 1.0 Dwelling Unit X .1,600 Btu
Infiltration: 1.064 X 0.87 X 377.28 : X 34 =
Air Sensible CFM ELA AT
TOTAL HOURLY SENSIBLE HEAT.:GAIN FOR ROOM
Latent Gain
--------------
Occupants 4.0 Occupants X 200 Btuh/occ.
Infiltration: 4,771 X 0.87 X '377.28 X 0.00276 =
Air Sensible CFM ELA AW
TOTAL HOURLY LATENT HEAT-GAIN•FOR ROOM'
EnemyPro 5.1 by EnemySoft User Number.' 6712 RunCode: 2010-07-21 T14:37:4 ID:
WSJ
Btu/hr
276
1,492
1,995
136
204
1,123
1,123
936
7,561
Btu/hr
= 1,600
11,821
Btu/hr
800
4,305
u_ , 1
RESIDENTIAL ROOM COOLING LOAD SUMMARY
Project Name Date
Irwin Residence=Addition/Alterafion 9/14/2010
ROOMsINFORM'ATION x DESIGN.CONDITIONS'_ _
Room'Name Existing Outdoor Dry Bulb Temperature 112 OF
Floor Area 6, 093'0 ftz Outdoor Wet Bulb Temperature 78 °F
Indoor D _Bulb Tem _ erature : • 78 �F` Outdoor Daif Ran e: 34 OF
Ooaaue Surfaces Orientation •. 'Ar'ea 1.1 -Factor CLTD' Btu/hr
' Page Total
Items shown with an asterisk (')denote conduction through an interior surface to�another room. q.
1. Cooling Load Temperature Difference (CLTD) t
Shaded Unshaded
Fenestration Orientation Area GLF Area GLF
,1K
1Q
110
109
108
1P
107
1N
1L
0.0
31.5
X
X
X
X
X
X
X
X
X
32.9
X
X
X
X`
X
X
X
X
X
24:0
_
=
_
=
=
=
=
33.0
=
=
=
=
=
=
=
=
=
32.'9
8'5
67.9
30.0
33.9'
0.0
68.9
15.0
: 33.9
0.0
68.9
50:0
22.3
0io
45.4
190.0
•50.0
47.0
0.0
24.2
' Page Total
Items shown with an asterisk (')denote conduction through an interior surface to�another room. q.
1. Cooling Load Temperature Difference (CLTD) t
Shaded Unshaded
Fenestration Orientation Area GLF Area GLF
,1K
1Q
110
109
108
1P
107
1N
1L
0.0
31.5
X.
X
X
X
X
X
X
X
X
32.9
+
+
"+
..+
+
+
,+
+
1 +
24:0
X
X
X
X
X
X
X
X
X
33.0
=
=
=
=
=
=
=
=
=
32.'9
8'5
67.9
30.0
33.9'
0.0
68.9
15.0
: 33.9
0.0
68.9
50:0
22.3
0io
45.4
190.0
•50.0
47.0
0.0
24.2
p 0.0
48.6
22.3
0.0
45.4
32:9
33.0
67.9
32.9
80.0
67.9
Internal Gain
Occupants
4•o Occupants X
2s0 ;Btuh/occ.
Eq ui ment
11.0 .Dwelling Unit ' X' 1
'1,600 Btu
Infiltration:
1:064
X 0.87 j( 377.28
X 34
Air Sensible
CFM - ELA
AT -
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM,'.
Latent Gain
Occupants
4.0 Occupants' X
200 , Btuh/occ.
'
Infiltration:
4,771
X 0.87 X 377.28.
X 0.00276 e= •
Air Sensible
CFM: ELA
'AW
., TOTAL HOURLY LA
T GAIN•,FOR ROOM:
Nwriber 6712 RunCode: 2010-07-21T14:37:4.. ND: '
Page Total
0
Btu/hr
793
1,613
1,017
508
1,114
4,601
1,114
3,787
5,434
19,9811
Btu/hr
920
1,600
11,821
76,668
Btu/hr
= 800
1 4,3051
•
:RESIDENTIAL ROOM CO'.0,4-INGa.LOAD SUMMARY
Project Name.,
Date
Irwin R'esid-'enc'e,7-AdditionlAlteration
9/14/20 10
ROOM INFORMATION,
DESIGN _Q0NDITI0NS,_'.'
Room Name Ma:ster'SditeAdd
Outdoor Dry El'y 'i aniperatur
112 OF
Floor Area 163.0 ft2,
78 OF
Indoor Dry Bulb TempieriiurL
6'611door. Daily' }Ran
34 OF
Opaque Surfaces Orientation Area U.;Factor
CLTD'
Btu/hr
R<38 Roof(R,38.204.16) (N) .,*J53.0 X 0.0i60
X,
56.0 =
223
R-21 Wall (W19.2x6..16); (N) 113.1 ."x 0.069.0
X
23.0 =
179
R-21 Milk (W19.2x6.16) s (E) 34.5 X 0.0690
X.
33.0 =
79
R-21 Wall (W 19.2x6.16) 44.9 X 0.0646
• X
33.0 =
102
X .
x
X
7
X
X
x
x
x
X
x
Page Total
583
Items shown with an.asterisk (*),.denote, qohdbction through an, interior surface to another room.
1. Cooling Load Temperatue& Differ4nce-(CLTD)
Sh3ded
Unshaded
Fenestration Orientation Area - GLIF Area'.
GLF
Stu/hr
113 (N) 0.01 t,X 22.3 +
40.9
'X
X 22.3
= 911
0;0 x 22.3 +
36.0
22.3
= 802
114 (E) 0.0 x 22.3
12.7
X 45.4
= 577
112 UIA9 0-9 x 22+3 +
12..7
X 45.4
= 577
1R '0.0 x 22.3
66.4
X 45.4
= 3,016
X, +
x
X +
x
X 4
x
X+
x
Page Total
5,883
Internal Gain
Btu/hr
Occupants 4.0 -Occupants x 230
Btuh/occ.
=
920
Equipment 1.0 Dwelling Unit X-1-1 1,600
Btu
Infiltration: 1.064 x 0.87 x
297
Air Sensible CFM. ELA AT
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM'
9,283
Latent Gain
Btu/hr
Occupants 4.0 Occupants: X 20*01
Btuh/occ.
=
800
Infiltration: 4,771 x 0.87 X 9.47 x F 0,00276]
108
Air Sensible CFM ELA AW
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM'
908
A
EnemvPro 5.1 by EnerdySoft UserNumber.-6712- ... RunCZids-i:2oi6-07-21TI4.37.-4 ID.-,
Page 26 of 27
0
RESIDENTIAL ROOM :COOLING LOAD,S:UMMARY
Project Name ;; :.,_,
Date
Irwin Residence-Addition/Alteration _. ri
9/14/2010
ROOM INFORMATION __,°
DESIGNCONDITIONS,
Room Name Suite ,4 Addn
Outdoor Dry Bulb. Temperature
112 °F
Floor Area '266.,6 ft?
Outdoor Wet
re,
78 OF
Indoor Dr Bulb Tem erature...:,�_ .., 78 °F
Outdook 11 llai n e:.__
34 OF
Opaque Surtaces Orientation Are U -Factor
CLTD'
Btu/hr
R-38 Roof(R.38.204.16) (N) 266.0 X 0.0260
X,
56.0 =
387
R-21 Wall (W.19.2i(6.16) (N) 321.0 X 0.0690.
X
23.0 =
509
R-21 Wall (W.19.2x6.16) (E) 63.0 ' X 0.0690
X
33.0 =
143
R-21 Wall (1&19.2x6.16) (S) 42.0 X 0.0690
X
26.0 =
75
R-21 Wall (W.19.2x6.16) (IA 124.0 X ' 0.0690
X
33.0 =
282
X
X
=
X.
..X
=
X
X
=
X
X
=
-
Page Total
1,398
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
i yShaded.
Unshaded
Fenestration Orientation Area GLF. Area
GLF
Btu/hr
119 (N) ' • "0.0 X 22.3: +
39.0
X 22.3
= 869
118 (N) 0:0 X • • 22.3 +
45.0
X. 22.3
= 1,002
X +
X
-
X, +
X
X +
X
=
- ...p X .. +
• t'
X
_
X +
X
-
Page Total
1,871
Internal Gain
Btu/hr
Occupants 4.0 Occupants X - 230
Btuh/occ.
=
920
Equipment 1A Dwelling Unit- X .1,600
Btu
=
1,600
Infiltration: 1.064 )( 0.87 :X 14.56 X'. 34 •_
456
Air Sensible CFM ELA AT
TOTAL HOURLY SENSIBLE -HEAT GAIN FOR ROOM
6,245
Latent Gain
Btu/hr
Occupants 4.0 Occupants X: 200
Btuh/occ.
=
800
Infiltration: 4,771 X 0.87. X 14.56 • X 0:00276 =
166
Air Sensible CFM ELA AW
TOTAL HOURLY LATENT`HEAT'GAIN FOR ROOM`,.'
966
EnemvPro 5.1 by EnemySoft User Number -6712 'RunCoder 2010-0741T1437r4 ID:
Page 27 of 27
m
S REPORT"m
ESR -2401
Issued September 1, 2008
This report is subject to re-examination in one year.
ICC �Eualuation Service, Inc. I Business/Regional Office ■ 5360 Workman Mill Road, Whittier, California 90601 ■ (562) 699-0543
Regional Office a 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800
WWW.ICC-eS.OfQ , Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2305
DIVISION: 10 --SPECIAL TIES
Section: 10305 --Manufactured Fireplaces
REPORT HOLDER:
MASONRY FIREPLACE INDUSTRIES, LLC
315 WEST 3RD STREET
SANTA:ANA, CALIFORNIA 92701'
(800)'345-7078
www.mason-lite.com
EVALUATION SUBJECT:
MASON -LITE MODULAR CONCRETE FIREPLACES
1:0 EVALUATION SCOPE
Compliance with the following codes:
■ 2006 Intemational,Building Code® (IBC)
■ 2006 Intemational Residential Code® (IRC)
Properties evaluated:
■ Fire resistance
• Seismic resistance
2.0 USES
The Mason-LiteTm modular concrete fireplaces, Models
MFP-39, MFP-44 and MFP-49, are fireplaces that are
constructed in the field using prefabricated concrete
firebox components with factory -built chimneys. The
fireplaces are for use only with solid wood logs, LPG or
natural gas log- lighters, and decorative gas logs
complying with ANSI Z 21.60.
3.0 DESCRIPTION
3.1 Fireplace Units:
The Mason-Lite"m Masonry Fireplace is a modular
refractory masonry unit designed for field assembly. The
firebox is constructed using precast, interlocking
refractory blocks secured to each other using Mason -Lite
mortar. The system is supplied with all parts necessary
for the assembly of a complete masonry firebox unit.
Refer to Figures 1 and 2 for illustrations of Mason -Lite
system components. For combustible floor installations,
the Mason -Lite system includes a noncombustible raised
platform designed to be placed beneath the field -
assembled firebox unit. High-temperature refractory
brick, 11/8 inches (28.6 mm) thick, is required to line the
interior of the firebox.
3.2 Chimneys:
The firebox units may only be used in conjunction with
specific chimney systems. The MFP-39 and MFP-44
fireplaces require the use of a Desa/FMI DM12 12 -inch
chimney or 12- or 14 -inch flue system listed by an
approved agency as complying.with UL103. The MFP-49
fireplace requires a 14 -inch flue system listed by an
approved agency as complying with UL103. The
chimneys are limited to a maximum height of 40 feet (12
192 mm) and a minimum height of 14 feet (4267 mm);
except that, where offsets are used, the minimum height
is 17 feet (5181 mm). A maximum of two offsets are
permitted.
3.3 Grout and Mortar:
The grout and mortar used to construct the fireplace is
provided by Masonry Fireplace Industries, LLC.
4.0 DESIGN AND INSTALLATION
4.1 General:
The fireplace units must be installed in accordance with
this report, the manufacturers instructions and the
applicable code. A' copy of the manufacturer's
instructions must be available at the jobsite at all times
during installation.
4.2 Design:
When installed in accordance with Section 4.3 of this
report and the manufacturer's instructions, the fireplace
units may be installed in Seismic Design Categories A
through F. In Seismic Design Categories D, E and F, the
seismic design parameters are limited to the values
noted in Table 2. The seismic design must be in
accordance with Sections 13.3, 13.4, 13.5 and 13.6 of
ASCE 7.
Structural design calculations and construction plans
prepared by a licensed design professional are required
to determine the requirements for the fireplace
foundation and anchorage of the fireplace to the
foundation.
When installation is on wood floor construction, the
licensed design professional shall determine the
requirements for support and anchorage for the
combined gravity and seismic loading. The applicability
of the seismic design parameters in Table 2 must be
verified with due consideration of the flexibility of
anchorage and supports. In addition, the calculated long-
term deflection of the wood members supporting the
fireplace shall not exceed the values shown in IBC Table
1604.3 for floor members. Under the IRC, an engineered
design must be provided in accordance with IRC Section
R301.1.3.
4.3 Installation:
The Mason-LiteTm Masonry Fireplace system may be
installed directly on concrete slabs and footings or on
combustible floors, subject to the structural design
limitations contained within this report. For concrete
foundations, the firebox base is .installed directly to the
foundation. For combustible supporting systems,
REPORTS' ore not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an /^
endorsement of the subject ofthe report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any
finding or other matter in this report, or as to any product covered by the report. \
umimamw,4a�
nmucr amr+va�a
Copyright 0 2008
Page 1 of 8
Page 2 of 8 ESR -2401
installation of a 1 -inch -thick (25.4 mm) ceramic fiber-
board, 6 -inch -high (152 mm) metal support base and '/Z -
inch -thick (12.7 mm) cement board is required before
placement of the firebox hearth components. The
precast components are assembled following the
Mason -Lite published instructions and using Mason -Lite
mortar. Minimum No. 3 reinforcing bar or '/2 -inch -
diameter (12.7 mm) all -thread must be installed, and the
cells of the precast components are grouted with Mason -
Lite grout. Anchorage of the fireplace unit to the
foundation or supporting floor must be designed as
described in Section 4.2.
After completion of the construction of the lower
firebox components, the precast lintel and firebox dome
components are installed. In Seismic Design Categories
D, E and F, straps must be installed as shown in Figure
3. The chimney anchor plate is then attached to the
firebox dome as shown in Figure 4. Once the installation
of the chimney anchor plate is completed, the listed
prefabricated chimney flue pipe is installed as shown in
Figures 5, 6 and 7. The clearances to combustibles are
as required in Table 4. Installation of the chimney must
be in accordance with the chimney's listing and the
chimney manufacturer's instructions.
Firebrick lining having a minimum thickness of 11/8
inches (29 mm) must be installed along with any
required hearth extensions as shown in Figure 8. The
fireplace units are not recognized for use with doors.
Combustion air must be provided in accordance with
Chapter 17 of the IRC or Chapter 7 of the 2006
International Mechanical Code®.
5.0 CONDITIONS OF USE
The Mason -Lite modular concrete fireplaces described in
this report comply with, or are suitable alternatives to
what is specified in, those codes listed in Section 1.0 of
this report, subject to the following conditions:
5.1 The fireplaces are installed in accordance with this
report and the manufacturer's published installation
instructions. In the event of a conflict between this
report and the manufacturer's instructions, this
report governs.
5.2 The fireplace units must be installed by contractors
approved by Masonry Fireplace Industries, LLC.
5.3 The foundation or supporting structure and the
anchorage of the fireplace unit to the foundation or
supporting structure must be designed for all
applicable loads, including gravity, wind and
earthquake loading, and must include applicable
load combinations in accordance with IBC Section
1605. The weights of the various components and
the footprint of the installed unit are included in
Table 1. The structural design and calculations
must be prepared by a registered design
professional and must be provided to the code
official for approval.
5.4 The fireplace units are manufactured in Highland,
California, under a quality .control program with
inspections by OMNI -Test Laboratories Inc. (AA -
706).
6.0 EVIDENCE SUBMITTED
Data in accordance with the ICC -ES Acceptance Criteria
for Field -constructed Fireplace Systems Using
Prefabricated Blocks (AC375), dated June 2007.
7.0 IDENTIFICATION
The components of the fireplace units, including mortar
and grout, are supplied to the jobsite on a factory -
assembled, shrink-wrapped pallet bearing a label with
the Masonry Fireplace Industries, LLC, name and
address; the product name; the address of the
manufacturing plant; and the evaluation report number
(ESR -2401). A permanent label must be attached to the
installed fireplace by the contractor, identifying the
Masonry Fireplace Industries, LLC, name; the product
name; the manufacturing location; the date of
manufacture and the serial number; the clearances to
combustibles; other information required by UL 127; the
inspection agency name (OMNI -Test Laboratories Inc.);
and the evaluation report number (ESR -2401).
Page 3 of 8 ESR -2401
TABLE 1—MASON-LITE FIREPLACE WEIGHTS AND FLOOR AREA
For SI: 1 Ib = 4.45 N, 1 in. = 25.4 mm, 1 Ib/lineal ft. = 0.0146 N/mm, 1 ft` = 0.092 mm`.
TABLE 2—SEISMIC DESIGN PARAMETERS
Amplification factor, ap
MFP-39
MFP-44
MFP-49
Fireplace
1,110 lbs
1,230 lbs
1,320 lbs
Damper/Anchor Plate, Firebrick,
Grout & Mortar
350 lbs
350 lbs
350 lbs
Steel Platform
80 lbs
80 lbs
80 lbs
Chimney
50 lbs/lineal ft
50 lbs/lineal ft
50 lbs/lineal ft
Floor Area
42 in. x 28 in.
(8.12 ft)
48 in. x 28 in.
(9.33 ftZ)
53 in. x 28 in.
(10.30 ftZ)
For SI: 1 Ib = 4.45 N, 1 in. = 25.4 mm, 1 Ib/lineal ft. = 0.0146 N/mm, 1 ft` = 0.092 mm`.
TABLE 2—SEISMIC DESIGN PARAMETERS
Amplification factor, ap
1.0
Component response modification factor, H.
1.5
Height in structure of point of attachment of component, Z with respect to the base, feet
1
Average roof height of structure with respect to the base, h, feet
10
Fundamental period of the fireplace, Tp
0.111
Spectral response acceleration parameter, Soy
0.7
TABLE -3 DEFLECTION LIMITS
CONSTRUCTION
L
S or W
D +L,
Floor members
1/360
Sheathing or trim to opening sides:
1/240
'For wood structural members having a moisture content of less than 16 per cent at time of installation and used under dry conditions, the
deflection resulting from L + 0.5D is permitted to be substituted for the deflection resulting from L + D. (Note: this table has been copied from
IBC Table 1604.3). .
TABLE 4—CLEARANCE TO COMBUSTIBLES
Unit front, sides, rear:
2"
Combustible Floor:
6"
Combustible Sheathing above opening top:
8"
Sheathing or trim to opening sides:
8"
Mantle above opening
12"
Opening to sidewall:
24"
Hearth extension beyond front:
20"
Hearth extension beyond sides:
12"
Insulation from firebox:
2"
Page 4 of 8 ESR -2401
Fireplace Parts Diagram for Combustible Floors
MFP-39144149 Optional Outside
Exploded Parts Diagram 32
For Combustible Floor Systems Combustion Air Kit
Model No.: MFP4-AK
2X
(04" Ducting not included)
Refractory Firebox Liners
Herringbone Pattern shown
Also available in Running Bond
MFP39SHBL - Herring 39"
MFP44SHBL - Herring 44"
MFP49SHBL - Herring 49"
MFP39FRBL - Running Bond
MFP44FRBL - Running Bond
MFP49FRBL - Running Bond
Note: See MFI installation instructions for a complete description of the numbered items.
FIGURE 1
Page 5 of 8 ESR -2401
Fireplace Parts Diagram for Non -Combustible Floors
MFP-39144149
Exploded Parts Diagram
For Non -Combustible Floor Systems
2X
g2) Ogtional Outside
-jCSmbustion Air Kit
Model No.: MFP4-AK
(04" Ducting not included)
24103
1
I
2X 19 2X
11 2X
L
I�
A_�, Ili
2X
8X
Refractory Firebox Liners
Herringbone Pattern shown
Also available in Running Bond
MFP39SHBL- Herring 39"
MFP44SHBL - Herring 44"
MFP49SHBL - Herring 49°
MFP39FRBL - Running Bond
MFP44FRBL - Running Bond
MFP49FRBL - Running Bond
Note: See MFI installation instructions for a complete description of the numbered items.
FIGURE 2
Page 6 of 8 ESR -2401
Attach seismic strap;
(seismic designed
categories D,E & F)
to rebar prior to
placing final side
walls.
FIGURE 3—MASON-LITE ASSEMBLED FIREBOX COMPONENTS
Place:1 Ceramic Fiber
Blanket under Anchor
Plate `and secure with
four 1/4 -inch masonry
i
anchors.
FIGURE 4
Page 7 of 8 ESR -2401
NOTE:
NON-COMBUSTIBLE
ONLY WITHIN 18" OF
TOP OF OPENING
FIGURE 5
CLASS "A"
CHIMNEY
FIRESTOP
SPACER
ANCHOR
PLATE
2" AIRSPACE
CLEARANCE TO
COMBUSTIBLES
ON REAR AND
SIDES OF UNIT.
1/2" THICK
CONCRETE
BOARD
Firestop Spacer with Living Space
Above Ceiling
FIGURE 6
Existing
or, Ceiling
Frame
Firestop
Spacer
night #8 x
3/4 screws
Firestop Spacer with Attic Space
Above Ceiling
Firestopeight #8 x 3/4
Spacer, '— screws
�- 6" METAL
PLATFORM
1" THICK
CERAMIC FIBER
FIGURE 7
Existing
Ceiling
Frame
I Page 8 of 8 ESR -2401
Not provided as part of fireplace MIN
MODEL D E
MFP-39
7-1/4"
43"
MFP-44
7-1/4"
48"
MFP-49
7-1/4"
53"
FIGURE 8
)*kSELKIRK,MODEL GTL/UTL CHIMNEY
"INSTALLATION INSTRUCTIONS
A MAJOR CAUSE OF CHIMNEY RELATED FIRES IS FAILURE TO MAINTAIN
REQUIRED CLEARANCES (AIR SPACES) TO COMBUSTIBLE MATERIALS. IT IS
OF UTMOST IMPORTANCE THAT THIS CHIMNEY -,BE INSTALLED ONLY IN
ACCORDANCE WITH THESE INSTRUCTIONS.
MODEL GTL/UTL CHIMNEY SYSTEM PART NAMES AND
NUMBERS
Model GTL (Galva Temp Large) and. UTL (Ultra Temp Large)
are part of the MetalBest Chimney System (MCS). The
complete part number is prefixed with the ID size, followed by
three letters identifying the system followed by the actual part
identifier.
All Model GTL and UTL chimney components contain the
letters GTL or UTL in their prefix. Figs. 1 and 2 show the
names and locations of commonly used chimney parts.
These figures use only the last portion of the part number. The
complete part number is prefixed with I.D. size, followed by
chimney model and part number. (See Figs. 1 and 2)
FOR EXAMPLE:
Model GTL
16" Inside Diameter — 16GTL-36 — 36" Pipe Length
or
16GTL-AIS —Attic Insulation Shield
Model UTL
16" Inside Diameter-16UTL-36 36" Pipe Length
16UTL-AIS —Attic Insulation Shield
CLEARANCES /AIR SPACE ONLY
The minimum clearance to Model GTL/UTL pipe means AIR
SPACE ONLY. The 2 inch clearance to the pipe, and the
spaces around supports must not be filled with any type of
insulation. In attics with blown -in or batt insulation,. the chimney,
must either be fully enclosed or an Attic Insulation Shield must
be used to create and maintain the proper minimum airspace.
SPECI wARNI C
.WARNING
Failureao follow the installation instructions could cause
FIRE, CARBON MONOXIDE POISONING, OR DEATH. If you
are unsure of installation requirements, call the Phone
Number listed on the instructions, -1.800.433.6341 or visit
www.selkirkcorp.com.
PERMITS
Contact your local Building Official or Fire Official regarding
permits, restrictions, and installation inspections in your
area.
DIAMETERS AND APPLICATIONS
Model GTIJUTL 1700°F is a complete chimney system tested
and listed to UL Test Standard 103. Model GTL/UTL is made
in 16", 18", 20", 22 and 24" diameters. All sizes comply fully
with the requirements of the Standard for Factory -Built
Chimneys, Residential Type and Building Heating Appliance
ANSI/UL 103. Chimneys installed in accordance with these
instructions will comply with national safety standards such
as NFPA 31. 54 and 211.
Model GTL/UTL may be used for gas, wood and liquid fuel -
fired appliances when sized in accordance with.the appliance
manufacturer's instructions.
'NOTE:
Use only Model GTL/UTL Listed components and
accessories. Do not attempt to fabricate your own support or
accessories.
These Model GTUUTL general instructions are furnished with
all UL listed Chimney Anchor Plates. They cover important
safety precautions in the installation, operation and
maintenance of your chimney. Anyone installing Model GTL/
UTL chimney should review these instructions as well as
those furnished with the, other parts of the chimney system.
Selkirk chimney -parts LISTED and produced under the
Factory Inspection and Follow -Up program of Underwriters
Laboratories, Inc. carry the
`
LISTING MARK illustrated here.
LISTED
, S
AL NG ON ELLULOSE INSULATION
Cellulose insulation in direct contact with a hot chimney can ignite and smolder, and can set fire to ordinary wood framing
materials. The AIR SPACE ONLY requirement applies to all -blown -in or loose fill insulations, but is especially applicable to cellulose
insulation, which may be made from old .newspapers or ;other cellulose materials. The Attic Insulation Shield or a full enclosure
with appropriate fire stops must be used to keep all insulation the proper distance away from the chimney.
AkSELKIP
5030 Corporate Exchange'Blvd., Grand Rapids, MI 49512 Telephone: 1.800.433.6341 SELKIRK CORPORATION
Chimney Top (EZCTS)
Storm Collar (SC)
Ventilated Flashing (VF)
Chimney Length
Attic Insulation Shield Collar
Fig
M (JS)
J
Assembled View of Typical Installation
Fig. 2
Joist
r Joist
Z
Model GTUUTL. is:,designed for gravity venting only and is
suitable for applications involving masonry fireplaces and
existing masonry chimneys.
Non-residential appliances which may cause positive pressure
in the chimney should use a Selkirk Model PS or IPS system.
CHIMNEY HEIGHT AND SIZE
Follow the, appliance manufacturer's instructions to determine
aOe chimney diameter and clearances between combustible
materials and .yowr heating appliance. Never choose a chimney
with an inside diameter smaller than your appliance's outlet. If
you are connecting to. a masonry, fireplace, these instructions
contain a "Selector Chart" so you can correctly size your
system based on its height and the fireplace opening. (See Fig.
3)
Before beginning installation of the chimney, be sure that the
selected size is adequate for the fireplace and the selected
height -of the Chimney -Round Top termination is high enough to
conform to building code requirements. Chimneys are required
to extend at least 3 feet above the highest point.where they
pass.thr'ough the roof of a building, and at least two feet higher
than "any,. portioh.of a building within 10 feet. (National Fire
:`PcotecfiorAssociation Stand ards'Nos. 31, 54, and 211). See
following chart.
Chimney Size:
16"
18"
20"
22"
24"
(Inside Dimension)
Minimum Framed
FEMME
_10-
Opening Size (Square)
22" x 22"
24" x 24"
26" x 26"
28" x 28"
30" x 30"
WHEN INSTALLING YOUR CHIMNEY,
REMEMBER... SAFETY FIRST
You may well have a basic knowledge of carpentry and the use
of hand tools. However it is important that you also review the
rules of safety on the following pages. If you have any doubt
about your ability to complete your installation in a skilled
manner, you should arrange for a professional installation.
RULES FOR SAFETY DURING INSTALLATION
1. Read all installation sheets. Look for them in the cartons, or
ask your dealer for a complete set or download from
www.selkirkinc.com. Keep the instructions handy and' save
them for future reference. If the chimney is being installed by
someone other than the homeowner, they should provide.the
homeowner with the installation instructions upon completion.
2. Check your local building or fire code for all requirements
affecting the fuel -burning appliance and its chimney.
3. Obtain a building permit for both the appliance and the
chimney. Contact local building or fire officials about restrictions
and installation inspection in your area.
4. Be very careful around electrical wiring and be sure it is
secured at least 2 inches away from any part of'the chimney. If
wiring must be relocated, hire a professional'electrician.
5. Be sure that ladders are in good condition and always rest on
a level firm surface.
VAIA
L
NEY
-IT
6. Wear cut resistant gloves when handling sheet metal parts
with sharp edges.
7. Be sure.that electrically powered tools are properly grounded.
EQUIPMENT &MATERIALS
Equipment you may need:
- Drill/Driver
- Caulking Gun
- Screwdrivers (Phillips & Standard)
- Saber or Keyhole"Saw
- Dependabletadder
-Proper Gloves & Shoes
- Hammer
- Plumb Bob
- Tin Snips
- Level
- Tape Measure
- Eye Protection
Materials You May Need:
Mortar
x 2" long. Masonry Anchors, with washers and nuts
- Non-ha�dening;Waterproof Sealant
- 600°F RTV Silicone Sealant
- 8 Penny Nails
- Roofing Nails
- #8 x'/2" Stainless Steel Sheet Metal Screws
Exa.rnple::-Fireolace Opening'
•27 W Chimney ' by
HeightUse
60
■mm®mA,ipjion
FEMME
_10-
mmmmom/Arg
311
MI.F//
/®IMMENNE
W/,iiMINEEMEN
%.®/i �ISIINN 01■
-. .
100'
50'
30'
20'
15'
10'
8'
FIREPLACE OPENING WIDTH, W CHIMNEY SIZE, INCHES DIAMETER
Fig. 3 - CHIMNEY SIZING CHIART FOR FIREPLACES
ANCHOR PLATE (AP)
The Anchor Plate (AP) provides a connection from a masonry
fireplace to Model GTL/UTL. The Anchor Plate may also be
used to attach Model GTL/UTL to an existing masonry chimney.
The method for making the transition from an existing masonry
chimney to the GTL/UTL is known as the "Bond Beam"
transition method and is detailed in Fig. 5a.
For attachment to a masonry fireplace:
1. Using the Anchor Plate as a template centered over the outlet
opening, drill and anchor four 1/4" diameter bolts 2" long
securely into the top of the masonry fireplace.
2. Apply a bed of mortar approximately 3/4" in depth and 3" in
width completely around the fireplace opening. Make sure the
threaded ends of the bolts protrude a minimum of 1" above the
bed of mortar.
3. While the mortar is still damp, place and level the Anchor
Plate over the extended studs. Secure, using a washer and nut
for each bolt. (See Fig. 4)
4. Check the plate for level and allow mortar to set.
5. Place a section of chimney onto the Anchor Plate and secure
to Anchor Plate with 4 #8 x 1/2" sheet metal screws. Up to 35'
of chimney may be stacked on the Anchor Plate. Use an Interior
Resupport (IR) for every additional 16' of height needed.
For attachment to an existing masonry chimney using the
"Bond Beam" transition method:
Masonry Anchor Bolts
�1ate (AP)
Layer
mry Firplace
uninterrupted, smooth transition from the existing masonry flue
to the inlet of the Anchor Plate.
The Model GTL/UTL should be sized such that its inner cross-
sectional area is approximately equivalent to that of the existing
masonry flue. Reference Selkirk MetalBest Sizing Handbook.
Although not mandatory, it is recommended to apply a 3/4"
deep bed of mortar on top of the Bond Beam and ultimately
attach the Anchor Plate to the bed of mortar with the use of four
1/4" diameter, 2" long anchor bolts. (See Fig. 5a and 5b).
Regardless, the top surface (whether Bond Beam or mortar)
should be level.
If an enclosure is to be constructed around the MCS chimney,
The masonry chimney should be leveled at the appropriate be sure to be the proper 2" airspace clearance
height and a concrete Bond Beam should be properly requirement.
constructed by a qualified person / contractor as shown in
Fig.5a. Unless otherwise specified by local code, the Bond Local codes may permit or require minor variations in the Bond
Beam should be a minimum of 6" thick and provide an Beam construction. Contact Local Code Authorities for specific
requirements in your area. (See Fig.5a and 5b)
Anchor Plate -
Set Directly On Bond Beam Or
On Bed Of Mortar Above Bond Beam.
Securely Anchor To Bond Beam
Mortar With Minimum 1/4" Diameter
Anchor Bolts Extending At Least
1" Into Concrete Or Mortar.—*
Leave Top Surface Of Anchor Plate Reinforcement Bars (top &
Exposed To Allow For Future bottom) Of Wire Mesh—*
Maintain Minimum Inspection/Service Of System Reinforcement Bars 1l7' Long
2" Airspace Clearance — Doweled 6" Into Existing
To Combustibles Masonry Chimney. (Total 4) —
Anchor Bolt Holding Mortar Bed
Optional Sill Plate
Bond Beam.
Formed Masonry Bond Beam Straps - See B ° °^ • • '"°
6" Minimum Thickness—* / \ 3/16" X 1" Steel Straps Cast
Existing Masonry / e ° In Concrete Bond Beam As
Chimney f`\ Per Local Code Authority For
Anchorage To Building —.
Nominal 1/2" Dia. Reinforcing
Bars 10" Long Doweled Form Concrete Bond Beam To
6" Into Existing Masonry Chimney Provide Uninterrupted Transition'
(Total 4) - * Between Existing Flue and Inlet °
of MCSL Anchor Plate
VERTICAL CROSS-SECTION OF HORIZONTAL CROSS-SECTION
OF CONCRETE BOND BEAM
BOND BEAM TYPE ADAPTATION
OF MODEL MCSL TO MASONRY CHIMNEY B
A
All Dimensions, Sizes and Material Specifications
* — Relating to Bond Beam Construction are Subject to
Modification Per Local Code Requirements
Fig. 5a
STRAIGHT LENGTHS / JOINT SECURITY
Model GTL/UTL comes in lengths of 12", 18", 24" and 36".
Starting at the Anchor Plate (AP) set inlet end (Female) of pipe
section down over the outlet end (Male) of previous piece until
fully seated. Secure with four, #8 x '/2" stainless steel sheet
metal screws (see Note below) by inserting them through the
aligned holes. The sheet metal screws must be evenly spaced
around the circumference of the joint.
(See Fig. 6)
Note: It is permissible to use zinc plated screws when securing/
joining Model GTL (galvanized outer Wall) chimney lengths or
elbows. Do not use zinc plated screws with Model UTL (stain-
less outer wall).
300 INSULATED ELBOW / OFFSETS
MetalBest Large Diameter Chimney 30 -degree Elbow adapts
the chimney for installations where the termination cannot be
located directly above the initial vertical run of chimney. The
maximum allowable offset is 30 degrees from vertical. The
maximum allowable inclined length is 96" unless resupported
every 4 feet. Two seperate offsets per system are permitted.
(See Fig. 7)
Resupport the chimney at the first section above the upper
elbow by using an Interior Resupport. If the offset sections of a
chimney are in an interior occupied area, they must be fully
enclosed with a minimum of 2 inches air space clearance.
Chimney I
Anchor Plat(
Mortar La,
Bond Beam
Existing Masonry Chimney
A minimum of 4, #8 x'/z"
stainless steel sheet
metal screws (see Note)
must be used to couple
an elbow/offset to
another elbow/offset or
pipe section and must be
evenly spaced around the
circumference of the
joint.
n, ai,.a
INTERIOR RESUPPORT
ASSEMBLY (IR) Inlet
The Interior Resupport —
Assembly is comprised i
of two supports with
attached straps. The Pipe Length Connection
Interior Resupport may Fig 6
be used for all sizes of
Model GTL/UTL chimney. The Interior Resupport Assembly
allows for two different methods of chimney resupport. The first
method is used when an immediate section of chimney above
the upper offset passes through a joist area. With the proper
Firestop /Joist Shield in place, attach the Supports to the
chimney pipe (preferably at a joint), using 2 sheet metal screws
per support. (See Fig. 8) Make sure the Supports are 180 deg.
(opposite) from each other. The Interior Resupport straps are
then nailed to the framing joists with at least two 8 -penny nails
per strap. The maximum length of chimney which may be
supported is 16 feet, which includes the offset lengths below,
any vertical run to the resupport and the vertical run above the
Interior Resupport. It does not include the length below the
lower Elbow/ Offset, which is supported from below.
Enclosure Around Pipe or
Use Ventilated Attic
Insulation Shield (AIS) in Attic.
Firestop/Joist Shield (JS)
Interior Resupport (IR)
Insulated Elbow (EL)
Fully Enclose Chimney
at Two Inches Air Space
Minimum Clearance in
av Occupied Areas.
Max.
wW
Max.
Maximum Inclined Length
96" unless resupported every 48"
Insulated Elbow (EL)
ELBOW/ OFFSET INSTALLATION
FIG. 7
Note: Fig. 7 represents a single offset. Two seperate offsets per
system are permitted.
In a non -occupied attic area the chimney may be fully enclosed
or an Attic Insulation Shield may be used. Use additional Interior
Resupport/s to accommodate additional length as necessary.
The second means of support is used primarily when the
immediate sections of the upper elbow do not pass through a
joist area and resupport is necessary.. Install support
immediately below the elbow (preferably at a joint) and nail the
straps to the framing with at least two 8 -penny nails per strap.
Observe the two-inch air space minimum clearancebetween
the chimney and framing. The same 16 -foot limit of supportable
chimney length applies to this resupport method.
FIRESTOPPING
A Firestop is any part of the building structure which prevents
the spread of a fire or circulation of air. Where the chimney is
enclosed and framed at 2" clearance, a Firestop/Joist Shield
(JS) is the proper firestop to use at every floor.
If the enclosure or space around the Model GTL/UTL is.larger
than usual, or irregular in shape, attach galvanized metal plates
28 gauge or heavier all around the edges of the Firestop/Joist
Shield as necessary. These plates should be wide enough so
that when installed, the gap between the Firestop/Joist Shield
and the enclosure is closed to vertical air circulation -,around the
chimney and the pipe is securely"spaced and centered.
For firestopping to be fully effective, all ceiling and floor
penetrations should be fully framed_ and closed on all, four.
vertical sides. This framing helps delay vertical spread of fire and
controls unnecessary vertical air leakage through intermediate.
floors. (See Fig. 9)
ENCLOSURE:
Interior or exterior residential chimneys should be enclosed
where they extend through closets, storage areas, or habitable
spaces where persons or combustible materials could contact
the surface of the chimney. The space between the enclosure
and chimney should be at least the required minimum 2"
INCHES AIR SPACE CLEARANCE. While properly installed
firestops or supports help maintain the necessary clearances to
combustibles at ceilings or joist areas, there are no special
parts to maintain clearance to inside surfaces of walls or
enclosures-, therefore, the builder and the chimney installer
should take all necessary precautions to assure that this 2inch
minimum clearance or more is -maintained.
Interior Ressupport
Strap Connection
� 1
I e �
Screw Through Support
Interior Ressupport Assembly
Fig 8
UNOCCUPIED ATTICS
In unoccupied attics, it
is very important to be Firestop/Joist Shield (JS)
sure that blown -in or /
other insulation does
not come in contact with O Framing
the chimney. It is highly /
recommended.that a full
enclosure that extends
to the roof be built in the
attic. However, it need
only be finished well
enough to . keep
insulation and stored Installed Firestop/Joist Shield (JS)
furnishings away from
the. chimney. As an Fig.9
option a ventilated. Attic
Insulation Shield (AIS) is available in the event a full enclosure
cannot be built. (See Fig. 10). A chimney enclosure is also
highly recommended for any chimney located outside of the
building wall. This enclosure can. be helpful in reducing internal
condensation, creosote build-up and meta I. deterioration. Also
the enclosure, by protecting the chimney from cold outdoor
temperatures, may, improve draft and appliance operation. At
the upper end of this outdoor enclosure, the chimney should be
flashed and weatherproofed.
Regardless 'of the benefits of:.the exterior enclosure, better
chimney and appliance operation will be obtained.if the chimney
is located entirely inside the heated part of the building (except
of course for the part above the roof).
Enclosures of ordinary wood framing with gypsum drywall or
plywood walls may be built only in one and two-family dwellings.
For other types of buildings, multiple occupancies or high rise
construction, additional fire resistance is required for
enclosures as•follows:
A factory -built chimney that extends through any zone above
that on which the connected appliance is located is to be
provided with an enclosure having a fire resistance rating equal
to or greater than that of the floor or roof assemblies through
which it passes.
Even with afire resistance rated enclosure, the use of Firestops
at every floor'level is recommended to stabilize the chimney and
to retard possible fire spread external to the chimney.
Remember that the most important clearance requirement is
that it must be AIR SPACE.
Fine'Mesh
Screen
Ventilated Attic
Insulation Shield (AIS)
Fig. 10
STABILIZER PLATE
A Stabilizer Plate provides lateral support for a vertical
chimney only. It is used to steady a vertical chimney
when the chimney is installed within an oversized
enclosure where the pipe does not pass through a
ceiling/floor or joist area. The purpose of the
Stabilizer Plate is to offer a convenient method of
maintaining pipe location within the center of an
enclosure. The stabilizer plate does NOT provide
support for the weight of the chimney and should never
be used as a replacement for an Anchor Plate or as a
resupport. The Stabilizer Plate is NOT a firestop and
is NOT intended to be used as a firestop. Only a
Firestop/Joist shield should be employed where
firestopping is recommended or required for safety
(see the Firestopping section of this installation
instruction sheet). The spacer ring attached to the
bottom of the stabilizer is to assist with maintaining a
minimum clearance to combustibles.
Follow these steps to install the stabilizer plate within
an oversized enclosure.
1) Build a support structure inside the enclosure
that consists of two (2) parallel, level braces
with the planned chimney centered between.
Space them at a distance equal to four inches
(4") larger than the chimney 0. D. (Fig. 11).
2) Align the center hole of the stabilizer plate
with the outer wall of the pipe, with the spacer
ring facing the framing. Slide the plate down
the pipe and position the spacer ring between
the framing supports. The spacer ring
attached to the bottom of the plate is to assist
in maintaining the minimum required air
space clearance to combustibles.
3) Secure the plate to the framing using
appropriate fasteners, such as nails with
wood framing members.
As an alternate method of providing lateral stability,
metal angle bracing or strapping maybe used
(Fig 12); or, a set of four (4) Interior Resupports,
installed in a horizontal fashion (Fig 13), may be used
within an oversize enclosure.
Support
Structure
Fig 1 1
1" x 1"x 1/16" Thick Angle
used as a stabilizer within
an oversized enclosure
F ig 1 2
Interior Resupport Assembly
used as a stabilizer within
an oversized enclosure
F ig 1 3
VENTILATED FLASHING / STORMCOLLAR (VF / SC)
To Install a Flashing and Storm Collar:
1. Finish the chimney to its desired height. Maintain 2"
clearance to combustibles where the chimney passes through
the roof.
2. Place the Flashing over the chimney pipe and nail securely
to the roof through all four sides of the flange. Use nails with
neoprene washers, or cover the nail heads with a waterproof
mastic.
3. Seal the space between the roof and the Flashing flange
with a waterproof mastic sealer.
4. Place the Storm Collar over the chimney until it touches the
Flashing's ventilation screen. Tighten the friction tabs of the
Storm Collar until it fits snugly against the pipe. Seal area
between the pipe and the Storm Collar with a mastic sealer or
silicone sealant.
CHIMNEY TOP (EZCT)
To install Chimney To.
1. Place Chimney Top over installed chimney pipe such that
the outlet end of the pipe has engaged the collar of the Chimney
Top.
2. Press down evenly on Top's dome until the Top has become
firmly seated.
3. Attach Chimney Top using a minimum 4, #8 x 1/2" sheet
metal screws.
4. To Remove the Top simply remove the 4, #8 x 1/2" sheet
metal screws and, while grasping the Top's Dome, carefully and
evenly lift straight up.
CUSTOM CHASE TOPS
As an alternative to using Model UTL/GTL,.Part # UTL-TF, on chase top installations, it is permissible to substitute a non -Selkirk,
metal chase cover if the guidelines shown below are followed.
ChimJney Top
1�p
Storm Collar
Hole in Chase Pan
2" minimum formed with edge
clearance to for shedding water
combustible
framing and Ge:�1/2" tall spacer
5-1/2" clearance clips made by
to walls thers
(8 minimum
evenly spaced)
I(�I
1/2"
1/4" Hole Q Typ.)
Material : for attachment
24 Ga. Galvinized
Spacer Clip Detail : Represents one option.
Other designs are permitted as long as 1/2"
airspace is created and maintained.
Outlet Of Pipe
(See Note Below)
Storm Collar -
Elevate bottom
edge 1/2" above
Chase Pan
I" Minim
Chase Pan top
located 1/2"
above chase top
for air flow
Chase Pan constructed J
with minimum V turned
down edge and having minimum
1/2" overhang on all sides.
'r,_ 1/2"
NOTE: Chimney outlet to extend a MINIMUM 6" above Chase Pan.
2" MINIMUM clearance is to combustible framing only.
There must be minimum 5-1/2" clearance to combustible walls.
SHROUDS
In some areas, chimneys are permitted to be installed with a
decorative shroud surrounding the standard termination cap. There
are three styles of shrouds that are now permissible to use with
MCS Chimney systems. They are referred to as Pyramid, Mail-
box, and House styles. Each individual style has it's own set of
criteria. Below are the guidelines to all three styles.
NOTES:
1. All Shrouds must be constructed of stainless steel, alumi-
nized steel or copper. Non-metallic materials- such as brick,
stone, clay products, stucco, etc., may also be used if they are
100% non-combustible, can withstand the surrounding environ-
ment (exposure to heat, cold, rain, ice, snow, UV, etc.) and are
approved by the local authority having jurisdiction.
2. Sides of shrouds (all styles ) may be vertical, sloped or curved
if desired, as long as indicated minimum openings are main-
tained.
3. In all instances a minimum of 6" of chimney must extend
above the base of the Flashing/Chase cover before attaching Cap.
4. Multiple smaller openings are permitted where single larger
openings are shown if minimum total open area is maintained for
each.
5. Given dimensions are for a single chimney system only. Com-
bine the required open area for each chimney system to get the
minimum required total for multiple systems.
Mailbox Style Shroud
Dia
Cap
Style/Dome OD
H (in.)
Minimum
W (in.)
Minimum
5
CT/ 10
12
11
6
CT/ 12
12
13
7
CT/ 14
13
15
8
CT/ 16
13
_17
10
CT / 20
15
21
10
EZ / 16
17
17
12
CT / 24
17
25
12
EZ / 20
19
21
14
CT / 28
18
29
14
EZ / 20
19
21
16
EZ / 24
21
25
18
EZ / 24
21
25
20
EZ / 28
26
29
22
EZ / 32
28
33
24
EZ / 32
28
33
H
L
Fig I
L = (Shroud L.en_th)Must
not extend past the cap do,,,,
than 1-1/2 times the
dome diameter for sizes 5"
thru 10" and I times the dome
diameter for sires 12" tlxu y
Dashed lines represent minimum di-
mensional design and open area
(from Fig 1.) that' must be present
when constructing shroud. Fig
1)
i
J
i
i
Fig 2
W
design and open area
Dia
HOtlse Style
Shroud
L (in.)
Minimum open
area for single
side (sq. in.) '
5
CT /,10
12
11
11
20
• 6
CT /.12
12
13
13
28
7
CT / 14
13
15
15
39
8
CT / 16
13
17
17
50
10
CT / 20
15
21
21
79
10
EZ7`16
17
17
17
79
12
CT'/ 24
17
25
25
113
12
EZ/20
19
21
21
113
14
CT / 28
18
29
29
154
14
EZ / 20
19 _
21
21
154
16
EZ / 24
21
25
25
201
18
EZ / 24
21 �
25
25
254
20
EZ / 28
26 '
29
29
314
22
EZ / 32
28
33
33
380
24
EZ / 32
28
33
33
452
,--f— L
Dashed lines represent minimum di -
W
�(
mensional design
and open area
i
(from Fig 1.)
that must be present
i'
when constructing shroud. (See Fig
I
1)
H
ig 1
�l
Must be a minimum of open area on
F-
1T—
i
all four sides of shroud.
Multiple
I I
I J
)
openings are permitted on each side
i�
if minimum total open area
is main-
main-
tained for each (See Chart).
Fig2
Pyr amid S
le Shroud
�
L
Dashed lines
represent minimum di-
mensionala
(from Fig 1.)
that must be present
when constructing
shroud. (See Fig
1)
Fig
Minimum open area
at bottom of shroud
on each side (see
chart)
Fig 2
Dia
Cap
Style/Dome
OD
H (in.)� W (in.)
L (in.)
Minimum open
area for single
side (sq. in.) '
5
CT /,10
12
11
11
20
• 6
CT /.12
12
13
13
28
7
CT / 14
13
15
15
39
8
CT / 16
13
17
17
50
10
CT / 20
15
21
21
79
10
EZ7`16
17
17
17
79
12
CT'/ 24
17
25
25
113
12
EZ/20
19
21
21
113
14
CT / 28
18
29
29
154
14
EZ / 20
19 _
21
21
154
16
EZ / 24
21
25
25
201
18
EZ / 24
21 �
25
25
254
20
EZ / 28
26 '
29
29
314
22
EZ / 32
28
33
33
380
24
EZ / 32
28
33
33
452
Dia.
Cap
Style/Dome W (in.)
O D Minimum
L (in.)
Minimum
a x = Minimum
open area at
bottom of each
side s in.
5
CT/ t0
13
13
4.91
6
CT / 12
15
15
7.10
7
CT /'14
17
17
9.65
=8
CT / 16
19
19
12.60
10
CT./ 20
22
22
19.65
1D.
EZ / 16
21
21
19.65
12
CT / 24
26
26
28.30
12
EZ / 20
23
23
28.30
• 14
CT / 28
31
31
38.50
1 4
E Z / 20
25
25
38.50
1 6
E Z / 24
30
30
50.30
18
E Z / 24
31
31
63.65
20
E Z ! 28
36
36
78.55
22
EZ / 32
37
3.7
95.10
24
E Z / 32
39
39
113.10
CLOSURE RING
Many local inspectors will allow for chimneys to be
terminated with a custom design rain cap, shroud or other
termination. Additional factors must' be considered when
installing a chimney.using a termination that is not a Selkirk
manufactured and listed chimney cap.
Model UTUGTL pipe sections have exposed insulation
at the ends. In most installations the Model UTL/GTL pipe is
terminated with a Selkirk chimney top which protects the
insulation from the elements. If any other type of termination is
desired, then 'a Model UTL/GTL Closure Ring (Fig 1) is
required to cover the insulation at the top of the chimney. '
When installing any custom chimney termination, the
weight of the termination must be taken into account when
supporting the chimney. The length of pipe, equal in weight to
the custom termination, must be deducted from the overall rated
length (35' for an Anchor Plate and 16' for the Interior Resupport)
of the supported section of chimney. This may require the
addition of an Interior Resupport to a section of chimney that
would have otherwise not required resupport. Additional lateral
support may also be required and may be provided by using a
stabilizer plate, roof brace or guy wires: Lateral support should
be installed as close to the top of the chimney as possible.
Closure Ring
CHIMNEY MAINTENANCE
1. Creosote and Soot: When wood is burned slowly, it
produces tar and other organic vapors,. which combine. with
expelled moisture to produce creosote. The creosote vapors
condense in the relatively cool chimney flue of a slow -burning
fire. As a result, creosote residue accumulates on the flue
lining. When ignited, this creosote makes an extremely hot fire.
2. Access: Chimneys must be installed so that access is
provided for inspection and cleaning.
3. When to Clean: The chimney should be.inspected at least
every 2 weeks during the heating season to determine if a
creosote or soot build-up has occurred. Check spark arrestor
screens at least every 2 to 4 weeks. If creosote or soot has
accumulated and is 1/16" thick or greater it should be cleaned
or replaced to reduce the risk of chimney fire.
4. How to Clean: Have your chimney cleaned by a professional
chimney sweep if you have doubts about your ability to clean it.
Use a plastic, wood, or steel brush. Do not use a brush that will
scratch the stainless steel liner of your chimney: Scrub the
spark arrestor with a wire brush. To remove the Chimney Top for
cleaning, unscrew the 4, #8 x 1/2" sheet metal screws that
attach the cap to the previous chimney section.
Selkirk Corporation
5030 Corporate Exchange Blvd., Grand Rapids, MI 49512
Toll Free: 1.800.433.6341
www.selkirkcorp.com
Remember to replace the Chimney Top and 4, #8 x 1/2" sheet
metal screws when you are finished cleaning the chimney.
5. Chemical Cleaners: Chemical cleaners are not
recommended as they may corrode the inside of the chimney.
Use chemical cleaners only as a last resort, and use only those
which the manufacturer specifically warrants as being
noncorrosive to the chimney. Selkirk will assume no liability for
damage resulting from the use of chemical cleaners.
6. In Case of Fire: If a flue fire occurs, close all appliance air
inlets, and call your Fire Department. Do not use the chimney
again until it has been inspected for possible damage.
7. Painting: As an option, you may coat all exterior metal parts,
with the exception of the Chimney Cap, with high temperature,
rust proof paint. Wash the metal with a vinegar and water solution
before painting.
8. Creosote Formation: Selkirk assumes no liability for
structural damage or roof contamination as the result of
creosote formation. It is the owner's responsibility to comply
with inspection and cleaning requirements as described in
these instructions, and those of the appliance manufacturer.
CHIMNEY FIRES AND WHAT TO DO ABOUT THEM
Models GTL/UTL are not intended or designed for use as a
combustion or.fire chamber. It is very easy to over fire your wood
burning system with kindling, scrap lumber, brush or any fast
burning fuel. This can produce flames and high temperatures all
the way up the chimney, and may cause chimney damage.
If you see.your appliance or the smoke pipe glowing red, you are
risking chimney damage, or a fire. The creosote may be burning
inside the chimney. If you see flames coming out of the top of
your chimney, you are either overfiring or there is a chimney fire.
If the fire in your appliance has gotten out of control, or if you
suspect a chimney fire for any reason, follow these steps:
1. Alert your family and any other building occupants of the
possible danger.
2. Immediately close all dampers and/or air entrance openings
to your appliance and call your Fire Department.
3 After a chimney fire, when it is safe to do so, check internal
locations such as the attic and under the roof and keep
watching for two or three hours. There may be delayed
smoldering and subsequent ignition, even if the fire inside
the chimney has been controlled.
4 Do not continue to use your fireplace until it and your
chimney have been thoroughly inspected. Overheating can
cause metal. parts to expand; buckle and crack. If you are
not certain, have a qualified heating person disassemble all
parts so they can be inspected and replaced.
If you need to contact Selkirk about your Chimney System,
refer to the address and telephone number located at the
bottom of this page.
AO&SELKIRK,
0015211-1009
0
METALBEST
CHIMNEY & VENTING SYSTEMS
we _o: QOw"=
kki, IS, Ea � LL K 0 ; I R, K, ,
r MetalBest® Large 'Diameter Chimney is the perfect fit for large custom x
masonry fireplaces. Selkirk offers the best selection of large diameter O
chimney pipe.in the industry -16.to 24 inch .(20";22", 24" available ` 1, LISTED
special order).
With its. stainless,steel inner. pipe, l -inch premium insulation and durable 16" ® 24" DIAMETERS
galvanized (stainless steel special order) outer pipe, ouechimney system.is
Nottes f w Ultra Tem & Ga1vc0em
N 4 the coolest under the hottest conditions P P� .
22 and 24sirich Chimney" products in galvanized and stainless
Listed with i.Underwriters I.Laboratories, Inc for gas, wood and liquid;fired.: steel are avalloble by Speaal Oder allow, four weeks.
appliances, the MetalBest®.Large Diameter. Chimney is -backed by _a lifetime.warranty the best in the industry. -16`ond 18 inch,stu n ess steel ewggg6hs, * d elbows are
avoiloble by5pedal Order..:allow foor.weeks..
, arge`;®lametee- i_ee gths, Caalvaniz6Gi
Cabiva-.T, rhp NOTE: OD = ID
Installed length is less 1'/a" per-joini
jDio Produd No ' PowNo Lengths Dia Produd No Part No Lengths
io 18 ' =� r218036G;18GT36r36 a22;�222036Gx2GJ36�€,
oD=io+ 2'�i 21802413 1180-24 24 222024G 22GT24 24
`s2220-18050'182GT_ 18 w n;l8
2180126 T8GT12 12" 222012G 22GT-12 12
216012G 16GT-12% '12"
21 ¢0060? 166T 6 ;.,,.6
.: .
'Dia I ''Product No. • No No. len the
20, ;�ij. ;�220036G�y 20GT36wx;��a;36� `�-r�f
220024G 20GT24 24
2
2�20GT,18t_18
220012G'` 20GT-12 12" .
Large ®i6meter Lengths, Stainless Steel
Ultira-Temp®
Dia. Product No:: Part No.' Lengths :.
pp -
N, 21'8036Ut)'8UT2218024U 18UT36,3246
. f
y 218018U'sx �l 8llt l 8 zr, l 81
�..,.-
218012U 18UT-12 12
e� x; �� 218006U}'�18UT6
Dia7 Product No Part No Len theDia Produd No Part No Len the
16. 216036U , �l'6UT36 b. 361 a., X20 ,'A 20036U ,r20UT_36...
216024U 16UT24 24 220024U 20UT24 24
21601811 ' 16UT1;8�18 �....r` 4 220018Uwg 20UT18,• 18
216012U 16UT12 12"220012U 20UT12 12
21600bU';:;220006U�a� 20UT6 6
Dia: ' Product No. Port No. Len the
�24� zC,�i224036G �;24GT36�, ,_r 36
224024G 24GT-24 24°
y�...�e3.a...y..,. 4
.� ,,2240.1813r,%24GT,18 , 18
'22401213 24GT-12 12"
4 22400613 24~GT 6t{ , P.6
Dia. Product No. Port No. Lengths
22
7 '7t&203bU"22UT36
222024U 22UT24 24
2
"_,,;`222018Ua,� 22UT'18 18 * _
222012U 22UT-12 12"
-222006U, "22,11T6 :b
DioProduct No Part No Lengths
24, 224036U ' �2411T-36 `36 .
224024U 24UT-24 24'
�2240T8U , ` "81
18"•
224012U 24UT12 12"
224006U ` �24UT6.;: b"::
Round Top w/ Spark Arrestor
300 Elbow
Dia.
Product No. Part No.
A
B
21'680.
dre,',2:1680,4 4S-tZtls
149
18k'
14%," '.
18-
218804 18S-EZCT/S
24"
20"
14Y,'
20 -
-2.20804'- 20S-EZCT/S
28"
22"
15Y4"
22"
222804 22S-EZCT/S
32"
24"
17%1'
247 -,24SEZG/S
32'
-.26';:
11'/,'`'
Galva -Temp"'
Dia. Product No. Part No. A B
Ob �1 661-JE00 "t 16-!- J'- -1
Closure Ring
Required to cover the insulation at the
top of the chimney if any termination
other than Selkirk Round Top is used.
18" 21821OG I8GT-EL30 18" 20" 13.4"
20 K Q "�61G ' ' 2
2) �G T-,EL30---,- W',-- 22"--13T'
22" 22221OG 22GT-EL30 22" 24" 14.4
4" 2010 - 43T- C�0` '24' �2
'J5*"
Dia.
Product No.
Part No.
16'
21'680.
165(R
18"
218807
18S -CR
20"
220807
20S -(R
22"
222807
22S -(R
24*
224807
24S -(R
Ultra -Temp®
Dia.
Product No. Part No.
A
B
A
16'
21621 OU --
'1
-
-"
'18"
12.9" *
18-
218210U I T-E'-L*3 0
18'
20"
13.4
20"
2202 -IOU;
22.1-3" .
-22"
1-3.9,
22"
222210U 22UT-EL30
22"
24"
14.4
14".
224210V, 24UfQ0,
i
,,,
'26-
15.9"
Interior Resupport 36" Dia. Product No. Part No.
1 435' 7-
`2 1 6SAR,
18'
16,
218435 18SAR
220435,�6�20S IR
7" 22" 222435 22W
-264R
Ll
Attic Insulation Shield Dia. Product No. Port No. A B
- -
1'6" �:21'649o�"
1S_ ,6 AIS 22' 24
ALUM OR 18" 218490 18S -AIS 24" 26"
GALVANIZED 220490 .,2USAIS 24- 28"
S REEN
WINDOW �O
ALL OPENINGS 22* 222490 22S -AIS 28" 30"
lL DIM 4490," 24S -AIS
Z=Zj-0. 50- 24 .2i, 30' 32
Anchor Plate with Damper
Dia.
Product No.
Part No.
A
B
22'
1
V-
18"
21640W-.
218404
16GT-APD,-",.
18GT-APD
- 1'6"
18"
22"
20"
120465
20S -JS
22.1-3" .
18"
20"
24'
22"
20"
044:,2040D,"
.-20'':
26"
22"
26-
4��L' 11�.
22"
222404
'7
22GT-APD
22"
24"
28"
24'
224464 "
24G'T'-AP-'D
24"
26'
30"
Anchor Plate - Now only 13/1611 high Dia. Product No. Fort No. A B
...C. 1 16" 21000 "110 -AK, 16" 18" 22
18" 218400 18GT-AP 18" 20" 24"
0 22600 20GTO 20- 22" 26"
22 222400 22GT-AP 22" 24" 28"
24"'224400 24GT-AP 24" 26 30"
Firestop/Joist Shield Dia. Product No. Port No. A B C D
r --DIM -A-
e.00• O
D 0 T
IM
DIM
16"--.*
- 216465
16S -IS
18.13"
.20'
25"
22'
18"
218465
18S -JS
20.13"
22"
27"
24"
20"
120465
20S -JS
22.1-3" .
24"
29"
26'
22"
222465
22S -JS
24.13"
26"
31"
28"
24".
224465
24S -JS
26.13"
28"
33"
30"
Stabilizer Plate
Dia.
Product No. Part No. A
A� \
W"..
216405 1'6S=SP . _25=:
A
Provides lateral support for a vertical chimney only.
18 218405 18SSP 27
20 220405: 20S SP _: 29 ` .
Is NOT a firestop.
.`,
22
222405 22S -SP 31"
24'!; °
224405 24S -SP .,337x.
Storm Collar
Dia. Product No.
Part No. A B
16t,'5Q16810 `:
16SSC`•..
18" 218810
18S -SC 20' 32"
'"
X20 „ 'E 22081A`.�
203 -SC 22
ON a
22" 222810
22S -SC 24" 36"
24 .,,, 2?4810 fi:
24S -SCC;` 26 ,' '.38`A'
Flat and Low Pitch Flashing (® To 2/12 Pitch)
Dia
Product No. Part No A
-DIM "A'
16
216872" 16SVTF22%z.,`
3.00 MIN
18"
218812 18S-VTF 24%
20 #
, 220872n, 205:VT
22"
222812 22S-VTF 28%:"
24 ,
224872°; 24S;VTF 30%�.
Plastic Sealer 1/16" Thick, 3/4" Wide, 25' Long Product No. Part No.
100000 MBS
Fireplace Chimney Sizing Chart
NOTE: CANADA ONLY
FIREPLACE OPENING T CHIMNEY SIZE,DIAMETER , in.
1
Chimney offsets W& 2-90° turns)
WIDTH, in., W FIREPLACE
Require 50%exho height or one
OPENING
AREA. It 2
size larger ppe.
!
.:1.. M.
ON mom
MM%VAPIM1■ENNE■
.%% MA■I100111 •
VON I
18
IE■111111
, .
PIAI
101111111
NOTE: CANADA ONLY
FIREPLACE OPENING T CHIMNEY SIZE,DIAMETER , in.
1
Chimney offsets W& 2-90° turns)
WIDTH, in., W FIREPLACE
Require 50%exho height or one
OPENING
AREA. It 2
size larger ppe.
Chimney Sizing for Woodburning Stoves and Room Heaters
Use the stove outlet size or follow the instructions furnished with the appliance. Offsets not to exceed 30° from vertical in the U.S.A.
:o;
,
(INSTALLED LENGTH)
TABLE 1
Example of Chart Use:
Using 16" chimney and 30° elbows, what parts do I use to create on approximate 39" total horizontal offset?
1. From Table 1 - Determine the "Offset" two 16" 30° elbows give with no pipe length. Ans. = 6.30"
2. Subtract that number (6.30') from the total required offset (39"). Ans. = 32.70" This is the remaining offset required.
3. From Table 2 determine the closest value to 32.70" in the "Offset @ 30 Degree" Column. Ans = 32.88"
4. Reference the adjacent "Number of Chimney Section" columns to the right to determine the required lengths: Ans. =1 @ 24" and 4 @ 12".
SUMMARY: In addition to the 2 - 30° elbows, the required lengths are: one - 24" four -12". Altogether they will create an offset of 6.30" + 32.88" = 39.18"
NOTE: To determine the amount of height this assembly will require, follow a similar procedure using the "Height" columns in each table. In this example the total installed height
of the assembly will be: 24.70" (elbows) + 56.94" (inclined chimney portion) =81.64"
H' HEIGHT
)N
Numerous other combinations may be
found too, by adding multiples of individual
lengths.
TABLE 2
OFFSET @ HEIGHT @
1 Elbows w/o Pipe
2 Elbows w/o Pipe
Part No.
OFFSET
HEIGHT
16GTfL30° ;
": 6:30"
2430"
18GT - EL 300
6.55"
25.70"
~ 20GT7`E130''
;< 6:80°
26.70" .,
22GT - El 300
7.13"
27.70"
24Gt,'j130°, `
; J:35"-
28.70" s
Example of Chart Use:
Using 16" chimney and 30° elbows, what parts do I use to create on approximate 39" total horizontal offset?
1. From Table 1 - Determine the "Offset" two 16" 30° elbows give with no pipe length. Ans. = 6.30"
2. Subtract that number (6.30') from the total required offset (39"). Ans. = 32.70" This is the remaining offset required.
3. From Table 2 determine the closest value to 32.70" in the "Offset @ 30 Degree" Column. Ans = 32.88"
4. Reference the adjacent "Number of Chimney Section" columns to the right to determine the required lengths: Ans. =1 @ 24" and 4 @ 12".
SUMMARY: In addition to the 2 - 30° elbows, the required lengths are: one - 24" four -12". Altogether they will create an offset of 6.30" + 32.88" = 39.18"
NOTE: To determine the amount of height this assembly will require, follow a similar procedure using the "Height" columns in each table. In this example the total installed height
of the assembly will be: 24.70" (elbows) + 56.94" (inclined chimney portion) =81.64"
H' HEIGHT
)N
Numerous other combinations may be
found too, by adding multiples of individual
lengths.
TABLE 2
OFFSET @ HEIGHT @
Number of Chimney Sections
Assembled
30 Degree 30 Degree
36"
24"
18"
12"
Length
10:15"
8.37" 14.51"
1
16.75"
K 10:75 X4::18 62'=
2.,
21.50',.
11.37" 19.70"
1
22.75"
1315 1y ?1.82
° ` T -.
1 .
27:50''
16.13" 27.92"
3
32.25"
°s '16115 t . 29 02 ::.
1:
z' .,,'
}• '
33:50"
17.38" 30.01"
1
34.75"
l
= 1
39:50"
21.50" 37.24"
4
43.00"
2
45:50"...
25.13" 43.52"
3
50.25"
51.50"
26.88" 46.55"
5
53.75"
56.25"
30.50" 52.83"
1
1
1
61.00"
1 :
' :l_
62.25"
32.88" 56.94"
1
4
65.75"
34r75`_ 60:20'`2
69.50"
37.13" 64.30"
1
1
1
74.25"
38:88 ; ;67.33"
1
2 . ,
2
11:75"
39.50" 68.42"
2
2
79.00"
1
3
1
83.75"
43.13" 74.70"
2
1
86.25"
4 --- < 76.64"1
2
3
88:50"
45.50" 78.81"
4
91.00"
46;13°.' 19`90"
2
1
92.25"
47.88" 82.93"
2
3
95.75"
84..10"
2
1
1
97.00"
50.25" 87.10"
2
2
2
100.50"
52:'t3''.' ,90:30"
3
104.25"
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