HomeMy WebLinkAboutSFR 1999 vow wry
Town of Montville
BUILDING DEPARTMENT
310 Norwich-New London Tpke.
Uncasville, Ct. 06382
Tel . 860-848-7166 Fax 860-848-7231
Owner: D'Amato Bros. Mailing Address: 183 Quarry Road
City: Milford State: Ct. Zip Code: 06460 Tel : 203-877-3276
Job Location: 37 Partridge Hollow Map/Block/Lot: 028/005-069
Contractor: self Mailing Address:
City: State: Zip Code: Tel :
Stick Built: x Modular: Manufactured Home: Commercial/Industrial :
Addition: Garage: x Car Port: Shed: Remodeling: Roofing:
Siding: Fireplace: Chimney: Windows: Pool : Demolition:
Plumbing: Heating: Electrical : Air Conditioning: Gas:
Patio: Porch: Deck: Retaining Wall : New: x Repair/Replacement:
Job Description/Materials Used: wood frame ranch
Size: 30' x 72' Type of Heat: oil/warm air&A/CFireplace: metal
No. of Stories: 1 No. Rooms: 5 Breezeway: n/a
No. Baths: 2 Garage: 22' x 22' Use: residential
Permit #: B99-96 CONSTRUCTION VALUES FEES
Date: 9/10/99 Building: 103,980.00 Fee: 610.00
Code: 01 Plumbing: 5, 199.00 Fee: 34.00
Heating: 5, 199.00 Fee: 34.00
Electric: 4, 159.00 Fee: 28.00
Mechanical : 2,080.00 Fee: 16.00
C.O. : Fee: 10.00
Plan Review: Fee: 61.00
State Education: Fee: 19.30
Total : Fee: 812.30 n.pd.
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_ /7X9
Building Offis Signature Date
Required Inspections:
footings prior to pouring concrete footing drains
damp proofing prior to backfill framing
electrical service rough electrical
rough plumbing-leak tests required heating system
fireplace-throat inspection and final chimney-above thimble and final
gas line test pool bonding
Final Inspection for Certificate of Occupancy
(00 444110
Town of Montville
Building Department
310 Norwich-New London Tpke. , Uncasville, Ct . 06382 Tel . 848-7166
*****************************************************************************
APPLICATION FOR BUILDING PERMIT OR TRADES PERMIT, Please fill out completely
Owner: v 4/174 /iris Redder) Mailing Address : /9$ 6),,,r,7 rd
City: P')i/6/4 State: 61 Zip Code 06160 Tel : 2-403-8N-31-76
Job Location: /63? Panicle /494u, Map/Block/Lot : 044 7005" -00
Contractor: ,&4/1? o 4VS. 4/441 Mailing Address : /j.3 OJ.91/'7 rd
City: "9/ I/`a''c/ State: Ca Zip Code: 06 /60 Tel : Zvy' -9J7- )z7d
******************************************************************************
Stick Built : X Modular Home: Manufactured Home: Commercial :
Addition: Garage: X Car Port : Shed: Remodeling : Roofing: x
Siding: / ` Fireplace: K Chimney: Windows : Pool : Demolition:
Plumbing: X Heating: )( Electrical : )‹ Air Conditioning: Gas :
Patio: _ Porch: Deck:_ Retaining Wall : New: Repair/Replacement :
Job Discription/Materials used: X1/17/' -44***t, 147 4QI-c
Size:
X72 ' Type of Heat : OiL ///Q7is9ii2 Fireplace: frit4/
No. of Stories : / No. Rooms : S Breezeway :
No. Baths : Z Gara+fie: 22 )( 2 ' Use: dee7/46vr:.t
I hereby certify that the proposed work will conform to the Basic
Building Code and all other Codes as adopted by the State of Connecticut, and
the Town of Montville and further attest that the proposed work is authorized
by the owner in fee and t t m au horized to make application for a permit
for such work as describ d a ode/,.
Owner/Agent Signature "v Date
If signed by Contractor ype of license/registration & No:
*********************** ******************************************************
Building Department Use Only
p,a Construction Value
9c 6 Building ®. x9 /03980oc' Fees + -- 60/vQA
Plumbing 1jPi?,t30 �y99 •': ••
Heating Do.BC „5---/99 - 3Y�
Electrical 4 y/S9 00 =s-
. �"='
ice_
Air Cond. a0e ___ /G 00
Other �gT, /D G0°- AMP- /q �'
Certificate of Occuancy oo HiQ l6 �'
Plan Review 3� �
Total liette i(/•ail c/o?
Cash/Check
ZONING PERMIT
ZONING PERMIT NUMBER f9-/9' OR ON/A EXPIRATION DATE i?"..,?G 'a DO a
APPLICANT b xm giJ ere;. & /ders
APPLICANTS ADDRESS /? (.444".1 T' /"7I` 'PU e-t" &-idorELEpHoNE ao3 - 3??- S2 7
PROPERTY OWNER L A/MA ) �c 5/J c a✓,� %
� S ¢. �J
LOCATION '� I/ Air-lir-45'5' e / /f0� LOT AREA ,?Cf/0 if S. ZONE f� — 0
ASSESSORS MAP NUMBER (22_ ( LOT NUMBER ODJ -06!
BUILDING HEIGHT /6 / PROPOSED FLOORZ)AREA /SS. F
NATURE OF REQUEST/PROPOSED USE S/4 /c /44-,. h A0"1.f._
SKETCH ON REVERSE OR PROVIDE TWO COPIES OF PLANS DRAWN TO A SCALE OF AT LEAST 1"=40'SHOWING:DIMENSIONS OF THE LOT,THE SIZE,AREA,
AND LOCATION OF EXISTING, PROPOSED, PRINCIPAL AND ACCESSORY STRUCTURES, DRIVEWAYS, SANITARY FACILITIES AND WATER SUPPLY, PARKING
FACILITIES,AND ADJACENT STREETS;DISTANCES OF PROPOSED STRUCTURES FROM PROPERTY LINES. IN THE CASE OF FILL OR EXCAVATION REQUESTS
(UNDER 500 CUBIC YARDS), DIMENSIONS OF FILL OR EXCAVATION AREA MUST BE INCLUDED. A PLAN PREPARED BY A CONNECTICUT REGISTERED LAND
SURVEYOR MAY BE REQUIRED. THE PROPOSED USE SPECIFIED ABOVE SHALL NOT BE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF COMPLIANCE IS
ISSUED BY THE COMMISSION OR ITS APPOINTED AGENTS.
SKETCH PLAN OR GRADING PLAN ,jYES ❑N/A
SEPTIC PERMIT OYES 04/A
DRIVEWAY PERMIT (STATE, LOCAL) 0 YES X N/A
WETLANDS PERMIT OYES EN/A
HAS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY OYES , NO
HAS BOND BEEN FILED EYES ON/A
FEE PAID 0 CASH 0 CHECK# 0 N/A
THE APPLICANT AGREES TO:
1. ADHERE TO ALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS.
2. NOTIFY THE COMMISSION OR ITS APPOINTED AGENT OF ANY ALTERATION IN THE PLANS.
3. CALL FOR FINAL INSPECTION AN' - ••QUEST CERTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF C.O.
k,-�
APPLICANTS SIGN URE 44".....—i/ DATE: g_ _ y�
' 4 wr i
COMMISSION AGENT ATE CERTIFICATE OF COMPLIANCE DATE
THIS SIGNED PERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS
CONTACT THE ZONING OFFICER (848-8549) AT LEAST 24 HOURS BEFORE CONSTRUCTION
BEGINS TO ALLOW ZONING OFFICER TO INSPECT LOCATION.
REV. 9/14/98
Job Truss Truss Type Oty Pb : :
WSTOCI(R 530SCR SCISSOR TRUSS 1 1 . P7723s5 rew3
wood structures Inc.
3.300 a Jun 7 1095 MsTek Industries,Inc. Ftt Jun 23 09:4722100 Page 1 Tt'
14-44 i 5-3-3 i 9.11.3 i 15.0.0 20.0.13 i 24-0.13 I 30.0-0 (31.4.01
1.4-0 5-3-3 4.8.1 5-0.13 5.0.13 4.8.1 5.33 1.40
qYS- kw:STEPHEN W. ydi''� I
s •
t ti CABLER .m3
v/ -A,
3x4. iiiiii 3x+z No. 6548 ,r._ ";
3x5. 4 8 3x5 a •
5.01312 3 \11iSo .5x4 ; .P0 •.•1/CENgiO•'y �% :,1.5x4= •• V S : •...� •••...•.•. �7.a 2 . r�•.ssIONAL t��V,
8x12/M2oH= Jogasie� 4••1.. .11 11
12 10
3x3= • 3x3= •
ai i 1%44 'a
1 2.50p9
.50 124x12 0 `
4x12=
DESIGN LOADING:
TCLLITOTAL(PSF)42/59 @ 24"oc, 53/74 @ 19.2"oc, 63/89 @ 16"oc. '
This truss has been designed for a 20 psf bottom chord live load,applied concurrently with all other loads
wherever the clear distance between the top of the bottom chord and any other member Is 42 inches or greater.
This check conforms with B.O.C.A.1993,Section 1606.1.2,Table 1606.1. 30-0.0
i
7-11-12 i 15-0.0 i 22.0.4 II
7.11.12
7-0-4 7.0.4 7.11-12
.
Plate Oasets(X,Y): (1:0-0-12,0.0.91,15:0-0.0,0-1-81.(9:0-0.12,0.0-9),(11:0.0.0,0-3.31
LOADING(pat) SPACING 2-0-0 CSI DEFL (in) (loc) 1/dell PLATES GRIP
TCLI- 42.0 Plates Increase 1,15 , TC 0.98 Vert(LL) 0.84 11/10 427 M20(20ga) 199/146
TCDL 7.0 -Lumber Increase 1.15 BC 0.87 Vert(TL) 1.17 11/10 304 M2OH(20ga) 149/109
I,CLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.70 9 n/a
BCOL 10.0 Code
TPI (Matrix) Min Length/LL dell=240 Weight:95(lbs)
• LUMBER BRACING .• If
. .
;'OP CHORD 2 X 4 SPF 2100F 1.8E TOP ChORD Sheathed or 1.10.7 on center pus n spacing.
BOT CHORD 2 X 4 SPF 2100E 1.8E BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing.
WEBS 2 X 4 SPF Stud'Except' ,1111111 �� jc..
11S2X4SYPtVo.2 `,`1111 G C0NA/6,18.t•,.,' �Ps•1HOFMgs t
REACTICNS Otis/size) 1=1883/0-3-8,9=1883/0-3-8 �� �� .•••.•� Ct �. .- 2� sy,,, 5'.
Max Horz 1.-62(oad case 3) '`�•••ON W. :•, /- -- ; . STEPHEN W. 4%.:.'... 4
Q� 4��;; , CALLER 0 .
FORTOPCECHORD 1.2=-6878,2.3=-6281,3-4=-6147,4.5=-4498,5-6=-4498,6.7=-6147,7-8=-6281,8.9=-687l :c t: ,r 4 trtt• •'4 ` r, CIVIL y s
BOT CHORD 9-10=8355,10-11=5530,11-12=5530.1-12=6355 ^ -O ; 1 S� .a No.31321 " 1
WEBS 2.12=-489,412=541,4-11=-1380,5-11=2951,6.11=-1380,6.10=541,8.10=-489 • '' --,Tr y; 'PO' �� p.
O.(�'•. 4 1310'1 �44 c. './STEL : :
j , NOTES :e •.:/.1-NSEV:• . ? .`rs/ G�� .t
1)This truss has been checked for unbalanced loading conditions about joint 5. Pe,<\3-1...:tr ' •.........t•'`�\``�z0 4L 1rN +r_
1..• LOAD CASE(S) Standard ,''��t NAL y\`0 - • ;'; .Y.�
i.1.14c#
• I1881141111tt11�� -- •'- . y'4 1 '
,.,,:e?:-,.,,..f,.,:i,
1)4iftiItllr► s e Y,td': f.-1 `'
%tt0 • �'0`f V ��!!i �1�t11111IljfJJJ .v
w. : `co •(.- ..q6' ' 5 o w, 0 .� No. 4597 ,:. .
.' ••it :co No. 5292'2 *= �� _� STEPHEN W.' u.• I n•-:,.7.•-•:,..-.:;.
. .
•
r«2 ti •5� *•_,-77,pb• �' _-ft' s• . CA3LER 1•k - ',Qu•` a ��.
L4,;, X19% ; '
' .F .• �0• • % r- ?T., W �'': 4850 ;` 4� REGISTERED ,•i',17••‘'•r.
14 1,�'� o o '
FtS510NP •yl� ti. .q` li r t fR rLxti .>j"t .t• : ,
A WARMING m
Verify dee(gn paraeters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. • s ' j y.
Design vow lot use only wth•PW.k oonneclors.lttk design Is based only upon parameters dawn,and k lot an MdMdUot buldkq,component to be .'
Instoled and boded verllooty. App1ooblsY of design parameters and proper Incosporallon of component k responsbllly of building designer•not buss i
deslgrs.r./sassing shown is for Wesel suPParl of Individual web members only.Additional temporary bracing to Insure Moberly during oondluclbn If In. ,
sospondalilly or the elealor.Addrbnal permanent bracing of the overall structure it the responsibility of 11s•building designer.For generd guidance
'podding bbdcotbn,wary control storoge,d.INery.erection and aacing.consult 011.88 Quof ly Standard.011.59 lbaclng Sp.clticollon,and HIS-91 MITek Industrlss,Inc.
Handling i uloWig and(racing R.comm.ndallon ovatbble Isom Trust Mole Instllules,683 D'Onoblo Dilve,Modison.WI 63719
Job ----� -- Truss Truss Type ------ -- Qty Ply
if W000 522 QUEENPOST RE✓-I
300 1 STOCKS P780432
•trrood structures . 3.300 s May 26 1995 MiTek Industries,Inc. Mon Jun 12 10:26:26 1995 Page 1
1 1 -1-4-0 I 8.8-0 1 11.0-0 15-4-0 - .
` 144 fS 6-0 1 22 0.0 123 4-0 1
ff%flf l!l r trr 4.4.0 4.4.0
f 6•8-0 1-4-0
.,.. .....4,. .... ...
FC0111 ",,,
...
„ ....
a =�Q�,�� h'7cD:�G; ', S i EPHEN W.9�,
-,.rte t e. y res. ';= 4 3 : co CABLER rr •
' •
”' CIV1L -,
vi
No 31r7
% G,c,% o. 131e 4
1x4 . -P °G` o,, kQ
1x4:
8111111140
01140
i o 141 Alii` v
7 e Q9 t 14% d
K 3x7= 3x4=
r SEE DETAIL • .
JUN 2 3 1995
11.1-121 11-0-0 I 20-10-4 - . 1 -0-072 1
1-1-12 9.10-4 9.10.4
. Fiats Mats(XY): I1:0-0.0,o-0-0),[5:0.0-0,0-o-0]
t .1.0.91304/3(pat) SPACING 2-0-0 CSI DEFL (in) (lac) I/den PLATES GRIP
f. . TCL_ 42.0 Plates Increase 1.15 TC 0.69 Vert(LL) 0.32 6/5 812 M20(20ga) 199/146
' ' . TC L 7.0 Lumber Increase 1.15 BC 0.95 Vert(TL) 0.45 1/7 578
.BCU. 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.06 5 n/a
BOX 10.0 Code WI Min Length/LL den=240 Weight:85(lbs)
6 u-...,0 - T",CHORD 2 X 4 SPF No.2 TRACING puffin spacing.
OP CHORD Sheathed or 2-6-3 on center
e. -..:'ociRD 2 X 4 SYP No.2 BOT CHORD Rigid ceding directly applied,or 10-00-00 on,-••,_...•.,.'•.
2 X 4 SPF Stud �s�tt►t')rr►r►a+
��� izi HEw +,, ittttrrrr.., :-;IE OF NE-4,
. y r Leff 2X4.Right 2X4 ��e(�, ..... /51, +++� x`to or- V F't t •CP Y
_ < . , • s (I s/alze) 1=1411/0-3-8,5=1411/0-3-8 .:‘:,._\'‘.**.� ......0 ..•% �`��`P•,• •••N w ••.•'L!`!•, C13 . cyo ,\-
_ I: ; STEPHE• N W. •,y : •`�•' X, `9 ' 2 ' A'' !�
•' ' t2t IORD 1-2 2161,2-3=-1631,3 4=1631,4-5=-2161 ►? ; C A 8 L c R r,� C".. . — y�J�
' • CHORD 5.6=1984.6-7=1984,1-7=1984 tit ('0. L'2 �' A k: ;l
e = 2-7=567,3-7=825,47=-567 = N O. ✓'� 1 •a=�* W
tQAD CASE(3) Standard
••; -�� ••\t�k``;' �o. 9F , ,,���4 �`�°\A 06302,0 ��_
• L s-11 \-7
F.. ?• 4-4 lo ` /�,h,4i.'c`� �i`'J� / l c�\-�`� R°FESSIONP�'�
Y .,,$:,:rTrr,
7 / �!s' jr,, 'A
•1f �_2.1'\* WEDC?E ',, •} `-;%,�✓ t y_
..r,0- _ • 1,
;'I :•y STEPHEN W. CA3LER
I H A xIsm
Ilt riJ!-�.....ii:.-_.
i LY
11 CANT. '�` .' • �, ` " ; i .- t �; 1 r�
1`
-:,,-•.;-•-:.......' I .. .ter-.: ' i.1
✓r. ,. •-. ,,-..c-, -,s- -,4-s.--.7-1:4.- :1
DESIGN LOADING: .
TCU/TOTAL(PSF)42/59 @ 24"oc, 53/74 @ 19.2"oc, 63/89 @ 16"oc. �,�4r1//�N!i AL % ;;ECISTEq CC )1
IThis truss has been designed for a 20 psi bottom chord live load,applied concurrently with all othfe.loads ;, EROr`ESS ICNA ENGINEER z.- 11
wherever the clear distance between the top of the bottom chord and any other member Is 42 inches.or,greater. ;I
, This ch•dc conforms with B.O.C.A.1993,Section 1606.1.2,Table 1606.1. t-:1------- J
'Illirar as.ra.parameters aria READ MOTES OM THIS AND REVERSE BIDE BEFORE USE.
40;NBS only With PEP(Connectors-This design 4 based only upon parameters shown.and is for an IndMduat binding component to be —wow•
Spared wax*. Applicability of design parameters and proper Incorporation of component Is responsty of building designer-not truss
diskeIK;>reprq shown I I0-lateral support of individual web members only.Additional tem -
ss*llr it 0-r Vie erector.Additional permanent brae temporary ity of t h to Insure designer.
a.For construction.sotguidance Y the
Ing of the overall structure k the responsibility of the bundling designer.For general guidance
\' regokilnplabiloatIon.wally control.storage.delivery,erection and bracing.consul OST-ab Quality Standard,DSI-89 Bracing Speelflcatlon,and HtI.91
Handing kxtaana and Bracing lecommendatton available from Trutt Male Institute,683 D'Onohb Drive,Madison,WI 53719. MITA Industries,Inc.
,lob Truss Truss Type Oty Ply r' (
WOOD 53000MBO FINK 300 1 STOCKS . •�•.` I
wood structures Inc. •ai4Y61'' •
3.300 s Jun 7 1995 MiTek Industnes,Inc. Fri Jun 23 10:32.7 - a "^."'v:-. •.'''(
,._ fff
1.1.40 1 7.0-14 - 150.0 dam •.., I
V V 22.3.2 I 30,0-0
1-4-0 7.0-14 7-2-2
7.2.2 7.0-14 ��• '�i, .
,tr.
4x4= �-ki�r _
•
3x4 5 3x4: . V - Li IL .1 .
5.00 12 1 x4 J 3 5 r1r�� s -
is
2 es 1x4 1.• 3=pLfQ fti;k� ,y''
_I _ ,
10 9 8 J`r d
3x3= 3x4= 3x3= �� C L�
5EE DETAIL
11+10
I V 18-74 l 00+0 ;
11+10 74.13 11.4.10 t 7 -1y..
j 7.
Plate Offsets(X,Y): [1:0-25.0-0.0),[2:0-0-12,0-0-0),[6:0-0.12.0-0.0J,(7.0.0-9,0.0-0)
r
LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (lac) I/defl PLATES GRIP -r
TOLL 42.0 Plates Increase 1.15 TC 1,00 Vert(LL) 0.43 9/8 835 M20(20ga) 199/146 • ;'y-
TCDL 7.0 Lumber Increase 1.15 BC /,AC Vert(TL) 0.60 8/7 594
BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.13 7 Na
BCD(. 10.0 Code WI Min Length/LL def=240 Weight:88(lbs) • n-
4 .• k
5 ,•,,
LUMBER BRACING , .a
TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Sheathed or 2-6-1 on center purlin spacing.
GOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing. r
WEBS 2X4SPFStud "'
REACTIONS (lbs/size) 1=1936/0-3-8,7=1936/0-3-8 •••`,,�F CONN,•,1L. iii 4 tf•}•kt '
'. TOP CHORD 1-2==3347,2-3=-2770,3-4=-2770,4-5=-2770,5-6=-2770,6-7=-3347 : Q^:„4-4 FoRcEs
•a�y W C•• ���� ti 1.1. ' +'
BOT CHORD 7-8=3076,8-9=2145,9-10=2145,1.10=3076 ��� • 1 1�e: __A. s:7
WEBS 2-10=-702,4-10=822,4-8=822,6-8=-702 - �:r-• f re 11.'; Rut -.
' 'LOAD CA5 S O'y • >i 70•: y. "
Et ) JUN 2 3 1995 •�: h : �• k L.
1)Lumber lncrease=1.15,Plate Increase=1.15 A �•� 4� +4
Uniform Loads(be per rt) �,,t. off• 131 .. �I.
F •ti(/CENSt�•• �,�. ,k, -
GorlcertVert:1-trated L )-3=-98.0,3-4=-98.0,4-5=-98.0,5-6=-98.0,6-7=-98.0,7-8=-20.0,8-9=-20.0,9-10=-20.0,1-10=-20.0 -i�,r� •........•�t, \\
oads
tic Vert:1=-130.7,7=-130.7,8 -53.0,10=-53.0 14,�,ONAL E `;,,�, ` ''
DESIGN LOADING:. �I4Hill za
fTCLLITOTAL 63/74 @ 19.2"oc, 63/89 @ 16"oc. r . , +'''.
This truss has been-designed for a 20 psf bottom chord live load,applied concurrently with all other loads • As, .•
'•,.4 F ;: c
wherever the clear distance between the top of the bottom chord and any other member is 42 Inches orgreater. �"'
;4, STEPHEN -W..,::. ,'..1-!,-;,*
- - -
This check conforms with B.O.CA. 1993,Section 1606.1.2,Table 1606.1. :' :
CA
�- .
11111/Yrt 4. „•' : '
L
�� 21r co 1NEDCaE , ' �"4/ ! •' i 1, P'' '�`f ...,,;-4112;.;;,::'..!,,,,:76.,.,,,
`.� 1 -.4...!,-. '•`' ji�C -,, Y1 t} ..
f , ...� y. + -fir. I .i'
111111111111111°44 .
�11i1.- * m' No, 5292 * stmaNwe t. �`
....-7, : t :� t1Nty, L y�,� �, �) • A •1,' ..rf. r 2t Ia.-4104'II
�r'
ct m v1/2 .4 ,,,r,,:.., �
°�' F I SSE 4..,, ,> _ #
earn: p ` _
. ie 'lsi Oiiiii0--"b fdlw '-'°r" :.- : 4'' x ` I
4 ;
s 1
-.'*•'•' 't .._�r .:e,-.',,i, .' 44, '1',s' yaarnuac..l d-e� _;,.
, WARI�IT(i-Yer�l . rwd�rs and READ NOTES ON THIS AND REVERid S C I[0 .''.:; y : r 4 �,,
r�0iltteciors This D•slpn valid log EMs design b bas•only upon paromittetiy ` r r • ` • �'
and ptr{{ *atm; ip E� : .c'.;
OptaabsitY d design parameters ' d proper he rperatbn of '•'
.bracing stov!tletarlalesa1 Support of tndlvlduol web members only.Additional teal � as b'Sellout* �n •.,.. ,,
porory bwoln0 Sellout*r t, ., 1
•r mponsbify of Ito elector.•Addifarol permanent bracing of the overall=tractate Is the teaponsbrty of Me building designer,For gonad guidance
repordIng lobrloatbn control storage,dehery,erection and brach consul CIT-80 O •
i gip,'.
g10�Y,- a. Quality .M Standard., I•ao booing IpeelM1Ouflorl and tfn-e1 u` ,,
Handing kxlararta cosi Mooing Reoornrr.eeWdlon avalabM from Truss Plats Institut*,883 D'OnoMb Drive,Madison,WI 83719. -
,, _ « i
iethp/Guc. d® Chimneys
Every venting component needed for proper
; ....
wood, oil , coal or gas appliance installation. 1
a
1
Typical Installations :
Free Standing
I Appliance CAP Through-The-Wall
Interior Vent Pitched Roof
pp mumm � Exterior Vent Open-Beam Ceiling
STORM
I STORM CAP t CAPSTORM S_,' . COLLAR
\ -, COLLAR \\ .i°• COLLAR \�` TABLE
\ _ _ � PITCHED�` i SUPPORT
CEILING
_ 11
FLASHING PLATE FLASHING
ti
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1 \''''"Z-s-
.
1 `tea
2100° 11 \ TRIM SLEEVE �\
FLASHING CHIMNEY 'I WALL BAND
RADIATION SINGLE WALL
ADAPTER
SHIELD WALL ))
(12" & 14" `
FIRESTOP STOVE PIPE
SLEEVE
ONLYIF SINGLE WALL
ADAPTER (I ( CHIMNEY le1
....,.,,.� TEE
, WALL
2100° Jill
l SUPPORT
....r.r
ICHIMNEY
I INSULATION
SHIELD
ir
I .......... .., 1, 1„. I
Masonry Chimney High Pitched or A-Frame
...41'
Extension Cathedral Ceiling
CEILING CAP
SUPPORT CHASE 2'
r COVER CAP
7 STOVE/- STORM STORM
PIPE COLLAR WO__BUILT ( COLLAR
j`. 2100°CHIMNEY
FLASHING
L
j1 .
` ROOF
.,'1 SUPPORT
FIRESTOP ,ANCHOR PLATE
l y��,_ ADD MORTAR
TO LEVEL TOP
\\ STOVE PIPE
OF EXISTING
-_`�N, FIREPLACE
\\
•
EXISTING
MASONRY
• 3
Specify Metal ab 2100
Application Caution: Intended for use on residential and build-
ing heating appliances that operate at continuous tempera-
tures below 1000°.
• Reduces Chimney • Lightweight Pipe
Fire Hazard Eliminates the need for
2100° rating reduces expensive supports. Less
potential hazards of a than 1/2 the weight of
home fire caused by a packed pipe
chimney fire. • Attractive
• Space Age Insulation Appearance
Designed for the NASA Clean, good-looking
space program, provides appearance where pipe is
even distribution of flue exposed.
gas temperatures and • Easy Assembly
enables 2" clearance to v
combustibles. Positive twist lock (6"-12")
enables easy assembly
• No Hot Spots from start to finish.
Uniform wrap of insulation • Variety of Sizes
prevents sags, settling,
Available in 6", 7", 8", 10",
and voids in pipe.
12" and 14" diameters.
Vent Materials -
6"-14" Inner Liner: Stainless Steel
R ` 6"-12" Outer Casing: Galvanized or
Stainless Steel
14" Outer Casing: Aluminized Steel
Temp/Guard" 2100° Termination
Chimneys are listed Components: Galvanized, Stainless
by Underwriters Steel or Aluminum
Laboratories and
meet standard Note: For oil or coal burning appliances, use
only SS or Aluminum components
103 HT requirements. outside the envelope of the building.
199
2
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1 • C41 VINE, ROOM 2.00 11X 22X 17 129 k .4 21.6
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l'INNINt- 'Kilt. ,„ i.00 11X is?.:2•X. k" ,101 . ,, + ' 16.9
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6 B141 H 7.00 8X 9X 9 1940t.94 * 3.2
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S0. 1-T SD.Fl SO.FT CU.FT SO.Fl
RM.ii 01:r 1 WALL GLASS EXP CE IL EXP FLR VOLUME 1_1 V,_ AREA
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1 •t.:t•. .40 374 374 4114 374
r' 14e 286 286 3146 286
•
136 1848 156
30 e08 208 1664 208
.it• .L78 . 'sl, • ..,•.„,?3#?!f
6 0 0 81 81 648 81
7 1- clew 64 64 • 512 64
,... 0 40 40 320 40
•1 . . 30 30 240 30
TOTALS i t 4... 19c, 1399 1399 13172 1399
•
1110 Htill t 1.7*.;.S DAT A . ' •
•
RM.# WALL LOSE GLASS CEILING FLOOR INFILTRATION TOTAL BTU
,..... .
I ' 2723.00 1820.00 2618.00
2356.20 i 3455.76 12972.96
l .-..,12. 010 2184.002002.00 1801.80 ''. 2642.64 10142. 44
4 'is 462. 00 1365,00 1092.00 982.80 1048.32 4950. 12
•!! 1 ':I .00 1.65. 00 1,156. 00 .1310.40 1397.76 6943. 16
c., li;_q46. 00 1365.00 1120.00 1008.00 ' •:- f 075.aer 5814.20
6 0.00 0.00 680. 40 612. 36A,„ 6;1.10&', 1945.94
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2.00 0. 10" 0. 65 0. 10 0.09 . 0. 12 600 70
3.00 0. 10 0. 65 0. 10 0.09 0. 12 600 70 •
4.G►0 0. 1 r'r 0.65 0. 10 0.09 0. 12 600 70
5,00 0. 10 0. 65 0. 10 0.09 0. 12 1,00 70
oo . ,i1 1'<'± (71, L,S 0. 10 0.09 0 12 600 70
7.0t;:, 0. 1.0 liL 0. 10 0.09 0. 12 600 70
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9.00 - 0. 2' --- ...._+; 15 0. lie ' `0 +9 • 0; { 600. - /0 ,
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