HomeMy WebLinkAboutSFR 1999 Town of Montville
BUILDING DEPARTMENT
310 Norwich-New London Tpke.
Uncasville, Ct. 06382
Tel . 860-848-7166 Fax 860-848-7231
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Owner: D'Amato Bros . Mailing Address: 183 Quarry Road
City: Milford State: Ct. Zip Code: 06460 Tel : 203-877-3276
Job Location: 10 Partridge Hollow Map/Block/Lot: 028/005-079
Contractor: self Mailing Address:
City: State: Zip Code: Tel :
Stick Built: x Modular: Manufactured Home: Commercial/Industrial :
Addition: Garage: 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: 72' x 30' 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 #: B99-95 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.E e21-
cash/check:
tcash/check:4000.1Y
AGO" 1 ?
Building Off els 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
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: 2). fIAt ,Cz�1ds ,��,,/&!r';' Mailing Address : /44)_s3 ,,,: .- ,n u'
/ r
City: / 1/-4,-J1 /7- 01 "y 6c) State: C T Zip Code 06 neo Tel : ? - F!?- a
Job Location: /0/0_0- 7 :64-e /4/4,,., Map/Block/Lot : D2 - 00,.,S- - 07
Contractor : dA"-7,97`,,, r,--%,s 4., /(it s Mailing Address : / '
City: /►'l, t -,/ State: 6 f Zip Code: c?Ufi/ Tel : Lei - '72 3e._76
******************************************************************************
Stick Built : X Modular Home: Manufactured Home: Commercial :
Addition: Garage: )( Car Port : Shed: Remodeling: Roofing:
Siding: Fireplace: K Chimney: Windows : Pool : Demolition:
Plumbing: Heating: Electrical : Air Conditioning: Gas :
Patio: Porch: Deck: X Retaining Wall : New: Repair/Replacement :
Job Discription/Materials used: S/rvy/t 4w, /..1 /10 c.,, ‹
Size: 72 ' Y30 ' Type of Heat : (I/ //kw/ 41/-; Fireplace: /
3 P /�'�-t`fes 1
No. of Stories : / No. Rooms : Breezeway:
No. Baths : e Garage: L 2 X 2 L Use: f'..es5 tc •YA,,,,
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 an. furt ► _r attest that the proposed work is authorized
by the owner in fee and . t a authorized to make application for a permit
for such work as descri . - . : . .v,. .
Owner/Agent Signature . _ '6.3 _ /_
Date /
If signed by Contractor, type of license/registration & No:
******************************************************************************
Building Department Use Only
Construction Value
Building /03 `�= Fee 6/O a`)
Plumbing ,95' ®= 3Y`--'
57
Heating 7 l ' 3 ,;,
Electrical 4"tf9 `=' aux'
Air Cond. ,u4-.0 4'9 AY'=
Other
Certificate of Occupancy jo °"
Plan Review Fee G/ =
State Education Fee/oy, VC y�'.'
Total Fees : : A/ Pc-Q
Cash/Check
TOWN OF MONTVILLE
BUILDING INSPECTOR
310 NORWICH-NEW LONDON TPKE. •
UNCASVILLE, CONNECTICUT 06382
848-7166
Date: I S-Epr
Ammo
# 1699 — 9 S
TO: AMATh eje.
Quay Rp
MIGFavprCT' OL9460
RE: lO PARTIZ‘fer l4OL*OJv)
Please be advised that the above referenced permit has been
approved and may be picked up at the Building Department
during regular business hours_
rEE pt,>` ct .41 g I Z,30
- _
Fc.)
ernon D. Vesey II
Building Official
ccc- file
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Job Truss Truss Type Oly Ply
WSTOCI(R •530SCR SCISSOR TRUSS • `'"9
• !P'172335nr,}
wood structures inc. 3.300 a Jun 7 1995 MYTek Industries,Inc. Fri Jun 23 09.47221SD1rPaps 1
+
1-4-01 5-3-3 I 6.11.3 I 15.0-0 20-0.13 I 24-8.13 t 31300 13140 •
1.4.0 54-3 4.8.1 5.0.13 t
5.0-13 I.s.1 s•sa 1-4-0 •
•
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•
ASS_ '' �'` e, 40th. '
S ; 4, :STEPHEN W'•Iy'.
r�:
,lob Truss Truss Type Oly Ply
WOOD 53000MBO FINK 300 1 STOCKS - P780440 REV-1
wood structures inc. 3.300 s Jun 7 1995 MiTek Industries,Inc. Fri Jun 23 10:32:26 1995 Page 1
7.9-14 15-0-0
1-4-0 7.0-14 I 7-2-2 + 22-2-2 I Sao o 131.4.0 t
7-2-2 7-9-14
1-4-0
4x4= `Pv1H 0!IygsS
- ' .STEPHEN W. ��y.
3x4 3x4::: v CF,Ill. • -,
tx4� 3 ~
5.00 12 2..
* d , 1x4* 11, N0.3 92/'n yr
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ro ,;,� . p /� n •,�\`4 .
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3x3= 3x4= 3x3=
5EE DETAIL
I
11-4-10 I 16.7-6 30-0-0
I
11-4-10 7-2-13 11.410 +
Plate Offsets(X,Y): [1:0-2-5,0-0-0],(2:0-0-12,0-0-0],[6:0-0-12,0-0-0],[7:0.0-9,0-0-0]
LOADING(psf) SPACING 2-0-0 CSI DEFT (in) (loc) I/defl PLATES GRIP
TOLL 42.0 Plates Increase 1.15 TC 1,00 Vert(LL) 0.43 9/8 835 M20(20ga) 199/146
TCDL 7.0 Lumber Increase 1.15 BC 1,00 Vert(TL) 0.60 8/7 594
BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.13 7 n/a
BCDL 10.0 Code TPI Min Length/LL deft=240 Weight:88(lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF 2100F 1.8E • TOP CHORD Sheathed or 2-6-1 on center purlin spacing.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing.
WEBS 2 X 4 SPF Stud
,s,1 a,,s„►I,./
REACTIONS (lbs/size) 1=1936/0.3-8,7=1936/0-3-8 ,`.G�O`• CONNF.,,��
FORCES
V .........••-C r !,
TOP CHORD 1-2=-3347,2-3=-2770,3-4=-2770,4-5=-2770,5-6=-2770,6.7=-3347 Q'.'-a-' C • ��i
BOT CHORD 7-8=3076,8-9=2145,9-10=2145,1-10=3076 `� 'C 9 '
WEBS 2-10=-702,4-10=822,4-8=822,6-8=-702 Z .t-� I.pr 1,11 R1 i
7
LOAD CASES) 1995 = ' -
JUN 2 3 ,; .;
1)Lumber Increase=1.15,Plate Increase=1.15 :(:,% Ara 13161' ;:44,:
Uniform Loads(lbs per ft) CENS \
Vert:1-2=-98.0,2-3=-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
•'• (C.% 1 `.
Concentrated Loads(lbs) �i •'••`'-G�� ��
Vert:1=-130.7,7=-130.7,8=-53.0,10=-53.0 ie�s,O�A,';'`/��s-frIry..•��•..,
DESIGN LOADING: pE NE{y
TCLL/TOTAL(PSF)42/59 @ 24”oc, 53/74 @ 19.2"oc, 63/89 @ 16"oc. a �, ••
This truss has been designed for a 20 psf bottom chord live load,applied concurrent,/with all other loads �'ci' .•' -•y��•,� ,
wherever the clear distance between the top of the bottom chord and any other member is 42 inches or greater. •; •STEPHEN .• .O •' 14
ct,This check conforms with B.O.C.A. 1993,Section 1606.1.2,Table 1606.1.
:• CAB'
sYto % ��pt+1rurr,,,� ..�,. •
ER
�. ��11 pF VF�!'iy ��i�:a+ioi��j/ No. 6548
::"/ !\E'� '(9', 2-i �4 a� •'".... ... .1/� % roiO�-•:CENSE?:•&��:.
1:00;i—�� 2 <to We D/ ��va A1!F: ��'�'•• .'�if '. 's' %V, ..
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AWARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
iii
Design valid for use only with Mlfek connectors.This design is basestonly upon
Installed and boded verticaly. Appacab11fy of design parameters arid properIncorporation rsof component shown,and s I.res 101 n n0- $f individual buildinghukling component to be
designer,Bracing shown 1 for lateral supportpoure eta�1 y during
dens u ti not fluff
les of hdNkdual web mdmbers only.Additional temporary bracing to Insure staDrtty during oondrucfbn Y the '
ponsfoRty of the ejector.Addllbnal permanent bracing of the overall structure k the responsblify of the bulding designer.For general guidance
regarding tobricatbn,qualty control.storage,delvery,erection and bracing,consult QST-BB Quality Standard,D$B-89 tracing specification,and Ht11-91 MIT.k Industries Inc.
Handpng Installing and Bracing Recommondatlon available from Truss Plate Institute,583 D'Onofrb Drive,Madison,WI 53719. r
Specify Metal-Fab 21(
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 if
even distribution of flue exposed.
gas temperatures and • Easy Assembly
enables 2" clearance to
Positive twist lock (6"-12
combustibles. 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 -
U6"-14" Inner Liner: Stainless Steel
6"
-1211 Outer Casing: Galvanized or
Stainless Steel
14" Outer Casing: Aluminized Steel
Temp/Guard 2100° Termination
Chimneys are listed Components: Galvanized, Stainles
by Underwriters Steel or Aluminum
Laboratories and
meet standard Note: For oil or coal burning appliances,
only SS or Aluminum components
103 HT requirements. outside the envelope of the buildin
a
Guard CliiiirneYS
-Ar
Every
venting component needed for propel
woody
oil coal or gas appliance installation.
Typical lnstallati�ons
Free Standing CAP Pitched Roof
Through-The-Wall Open-Beam Ceiling
Appliance Exterior Vent
Interior Vent 311/MIR
STORM
CAP CAP
::M' COLD:
I STORM STORM t ROOF
COLLAR �
ROOF
` COLLAR PITCHED
SUPPO
arm.- fte,,, I FLASHING CEILING-� FLAP
PLATE
��, ` 210Q ' TRIM SLEEVE
CHIMNEY - WALL HAND
FLASHING / `E'
/` ADAPTE
RADIATION -Y
E SHIELD WALL I sTov[
{12" & 14 �... TRIM
-�_-\� SLEEVE
ONLY) S' �V�` SINGLEADAPTER TEE CHIMNEY
0 i
l�f!' WALL `�
2100`.
SUPPORT
ICHIMNEY
I At
INSULATION
SHIELD
__ -- I +► _ High Pitched or A-Fr
M _ Jre am:.. Masonry Chimney Cathedral Ceiling
Extension
SUPPORT ICAP�y
COVER
oaCAP
sr, , `..„\
S
STOVE /Are/AreuR WOOD CHASE
BUILT OVER
PIPE ,r.- 2100'CHIMNEY
_ J.___� ROOF \,
g:
L ,,;: SUPPORT
FIRESTOP i.�ANCHOR PLATE
I -` ADD MORTAR
TOC EXtS11N0 LEVEL TOP STOVE PIPE
FIREPLACE
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EXISTING
MASONRY
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