HomeMy WebLinkAbout2003 - 24x30 Garage Town of Montville
BUILDING DEPARTMENT
310 Norwich-New London Turnpike
Uncasville, CT 06382
(860)848-3030, Ext. 382
Building Permit
Permit Number: B2003-0036 Date: 10-Feb-03 Map/Lot: 028/005-073 Owner ID 114514
Job Location: 34 PARTRIDGE HOLLOW Unit
Job Description: Attached garage
Owner: Contractor:
David and Michele Palmer David A. Salueggio
323 Fitchville Road
34 Partridge Hollow Bozrah Ct. 06334-
Oakdale CT 06370 Telephone: (860)886-2956
Lic/Reg Type/No. HIC 538543 Exp Date: 30-Nov-03
Tenant:
Self
Telephone:
Construction Values Permit Fees Construction Information
Building Value: $15,114.00 Building Fee: $94.00 Use Group: R4
Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1995 CABO
Mechanical Value: $0.00 Mechanical Fee: $0.00 Construction Type: 5B
Electrical Value: $604.00 Electrical Fee: $10.00 Permit Code: R7
Other Value: $0.00 Other Fee:
$0.00 Comments:
Total Value: $15,718.00 CO Fee: $10.00
Plan Review Fee: $9.40
State Ed Fee: $2.51
Total Fees: $125.91
It is the owners responsibility to schedule the following inspections(minimum 48 hours notice required);
• Footing-Prior to pouring concrete ❑ Rough HVAC
❑ Backfill-Footing drains and waterproofing ❑ Fireplace Throat
0 Concrete Slab-Prior to pouring concrete ❑ Chimney-One flue above thimble
0 Rough Framing ❑d Firestopping/draftstopping
O Rough Electrical ❑ Insulation
❑ Electrical Service ❑ Final Inspection
❑ Rough plumbing and leak test 0 Certificate of Occupany
❑ Gas piping and test
Building Official's Signature: / ��-
Town of Montville
ibre Building Department Nviii Permit
310 Norwich-New London Tpke.
Tel. 848-3030,Ext 382 Uncasville, CT 06382 Fax. 848-7231
One& Two Family Building Permit Application Form
❑Vw Construction. J 5lIdition 0 Alteration 121 Accessory Structure
[]Other
Job Location i 39 D,, T r , y�Je j )Io w c L 0 c. k / .t � c7
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Job Description/Materials C01161 r o Cr —23‘j y 6�.c e ,),y rtv X 36 1 ,/T1'� /
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City Oci \e d c:. I t State C . Zip Tel k L 0 / 'P4'1 W3-2C,
Contractor 141 v,
S a u mac{(s o Mailing Address 3 a3 I- ,�-C I% ✓; �f' t R bCity B o Z. 141, vV State C-/— zip 0633 5/ Tel et o / g6•16// -21,c6
Contractor's License/Registration Type&Number 5 3 k 5 y 3 Exp. Date // / 3 O / 03
146. mt_ 1 Pro ✓e m e,.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 that I am authorized to make application for a permit for such work as described above.
Owner/Agent Signature :�L a S ,
4,1134. Date / / 03
Construction Value Fee
Building
Plumbing $, enCAD $
Mechanical $
Electrical $ err) . $
Other $ $
$
Certificate of Occupancy
Plan Review Fee $
State Education $
Total $ $
(See*verse side for additional requirements)
Town ofontville Building Department Receipt
Date a_ / 7 /03No. 02
496
From: �j�� )� SALVGr_Gia
Job Address: 3`4 TSA/2 Z1 to SLS` 1-7/6£to c
co) Amount $ 25 -9) Cash O5:hc Check # �z35
(circle one)
Received by , u, -. 0-- Permit #
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< 'g STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION
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Beit known that r k
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,,.� ,,� has been certified by the Department of Consumer Protection •as a registered �:
HOME IMPROVEMENT CONTRACTOR ' F • '''''
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v. ; •t ',+ R_ egistration # 538543 � _
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II4 RANST ":
Effective: 12/01/2002 ------�`�`?
k Expires: 11/30
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Permit Fee Calculation Spreadsheet
RESIDENTIAL PERMIT CALCULATION (1 STORY ADDITION)
House Construction A (E=Economy,A=Average,C=Custom)
QTY $/UNIT $/UNIT $/UNIT TOTAL
Living Area SF $ - $ 106.37 $ - $ -
Finished Basement SF $ - $ 35.60 $ - $ -
Unfinished Basement SF $ - $ 15.07 $ - $ -
Kitchen EA $ - $ 4,410.00 $ - $ -
Plumbing
Full Bath EA $ - $ 4,229.40 $ - $ -
Half Bath EA $ - $ 2,691.15 $ - $ -
Garages
Attached, 1 car EA $ - $ 8,885.10 $ - $ -
Attached,2 car 1 EA $ - $ 15,113.70 $ - $ 15,113.70
Attached,3 car EA $ - $ 20,913.90 $ - $ -
Detached, 1 car EA $ - S 11,657.10 $ - $ -
Detached,2 car EA $ - $ 17,456.25 $ - $ -
Detached,3 car EA $ - $ 23,256.45 $ - $ -
Under, 1 car EA $ - $ 1,304.10 $ - $ -
Under,2 car EA $ - $ 1,757.70 $ - $ -
Fireplace&Chimney
Prefab EA $ - $ 3,963.75 $ - $ -
Masonry,exterior EA $ - $ 3,963.75 $ - $ -
Masonry,interior EA $ - $ 3,701.25 $ - $ -
W/2 fireplaces EA $ - $ 6,746.25 $ - $ -
Dormers
Gable SF $ - $ 23.10 $ - $ -
Shed SF $ - $ 14.70 $ - $ -
Breezeway/Decks
Open SF $ - $ 22.31 $ - $ -
Enclosed SF $ - $ 94.76 $ - $ -
Porches
Open SF $ - $ 62.69 $ - $ -
Enclosed SF $ - $ 123.90 $ - $ -
Heating Adjustment 0 SF $ - $ (2.76) S - $ -
Air Conditioning 0 SF $ - $ 2.84 $ - $ -
Electrical 0 SF $ - $ (5.16) $ - $ -
Plumbing 0 SF $ - $ (5.04) S - $ -
TOTAL BUILDING CONSTRUCTION COST, LESS MEP
$ 15,113.70
IIs air conditioning included(Y/N)? $ -
PERMIT FEE
Building S 15,114 $ 94.00
Plumbing S - $ -
Mechanical S - $ -
Y Electrical S 605 $ 10.00
Other $ -
CO Fee $ 10.00
Plan Review $ 9.40
State Ed Fee $ 15,718 $ 2.51
Total Fees $ 125.91
Based on 2003 RS Means Residential Cost Data
2/7/03
TiWieht
TJ-Beam(TM)6.05SeriaiN ooz003721 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL
User 1 1/31/034:04:34 AM
Pagel Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope:0112 Roof Slope7i12
.a
All dimensions m e boo izontal. Pu oduct Dingo am is Conceptual.
LOADS:
Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 15'
Primary Load Group-Snow(psf):30.0 Live at 115%duration, 15.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Uniform(plf) Floor(1.00) 150.0 150.0 0 To 8' Adds To
SUPPORTS:
Input Bearing Vertical Reactions(lbs) Detail Other
Width Length Live/Dead/Uplift/Total
1 Stud wall 3.50" 3.50" 2400/1679/0/4079 L1:Blocking 1 Ply 1 3/4" 1.9E Microllam®LVL
2 Stud wall 3.50" 3.50" 2400/1679/0/4079 L1:Blocking 1 Ply 1 3/4"1.9E Microllam®LVL
-See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear(lbs) 3909 -2974 7265 Passed(41%) Rt.end Span 1 under Snow loading
Moment(Ft-Lbs) 7492 7492 13541 Passed(55%) MID Span 1 under Snow loading
Live Load Defl(in) 0.114 0.383 Passed(L/805) MID Span 1 under Snow loading
Total Load Defl(in) 0.194 0.511 Passed(L/474) MID Span 1 under Snow loading
-Deflection Criteria:STANDARD(LL:L/240,TL:L/180).
-Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
-Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be
accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and
stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above.
-Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION: OPERATOR INFORMATION:
Ring's End of Niantic
P.O. Box 714
Niantic,Ct 06357
Phone:860.739.5441
Fax :860.739.5822
'opyright O 2002 by Trus Joist, a Weyerhaeuser Business
icrollam® is a registered trademark of Trus Joist.
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proposed 24'x30' garage addition N existing house
t=LN
6'2 - 11'4 _- 59 - 58 - 8'3- i 11111-- + ---TS + 010 I 58___2.___
24'3 41'4-
builder:
Q'4 builder: david salveggio
860-886-2956
LIVING AREA
2145 sq ft
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ou min milli 11111
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41
THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES
CTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
JNNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996.
,TIS A DATA ACCUMULATION PLAN CONFORMING TO HORIZONTAL ACCURACY CLASS D. NO PROPERTY/BOUNDARY
OPINION IS PRESENTED HEREON. THIS MAP IS INTENDED TO DEPICT THE LOCATION OF THE PROPOSED HOUSE
AND GRADING. TOPOGRAPHIC INFORMATION DEPICTED HEREON CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T—D.
2. PROPERTY LINE AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON CLASS A-2 SUBDIVISION PLANS
ENTITLED: "ROBIN HILL ESTATES PREPARED FOR OWNER/DEVELOPER DIOLINDA AND ALEJO ORTEGA LOCATED ON
BLACK ASH SWAMP ROAD, MONTVILLE CONNECTICUT" BY JOHN KOPKO JR. & ASSOCIATES, DATED JAN. 1990 AND
REVISED JULY 1990.
3. THIS PARCEL IS ZONED R40. IT WAS APPROVED IN ACCORDANCE WITH SECTION 5.5 OF THE MONTVILLE ZONING
REGULATIONS AMENDED THROUGH AUGUST 1, 1988 AS A CLUSTER SUBDIVISION. SETBACKS ARE GENERALLY:
FRONT 40'; SIDE 12'; REAR 40'.
N/F BRYCKI
S06'24'41"E 309.08'(TOTAL) S06'58'48"E 196.61'(TOTAL)
210.42' 98.66' - - 24.35' 172.26'
462
464 .._
466--. I , t •
t
r f, D6.
468 i PIR NODS/7
Z LOT 73 N�6
0.778 acres 00
40, 0 33,873 Sq.ft. d pEA
6
j40 FEET 0 20 4 0
A6$ L.I.
24' x 24' FUTURE •
A)s) SHED OR POOL AREA SCALE: 1"=40'
_"470- ,
1
� �l rJ LOT 72
LOT 74 10' x 12'- WOOD L_-_I
DECK. AND STEPS
SF
I'.
/4—G1E9 SF---____ ._472...
v ,.. J
cn 4 1.4 cn
00/ won q LEGEND
'// '`1""' 50.0' -- PROPERTY/STREET LINE
Y ,c:: C.-: IQ - PROPOSED b — YARD/SETBACK LINE
HOUSE co I - . 432 - .. - EXISTING CONTOUR
Y N SLAB= 474.0' N I (SPA PROPOSED CONTOUR
5p.O' 2 .0' SF SILT FENCE
1_6' PORCH
1-1— ' 4IHi—
'n f-3o�A I
0 -7
Ir � A
Ui
474 ;
s
1
55.56' _ _ 123.00' _ _ , _ __ 270.09'
N06'58'47"W 448.65'(TOTAL)
PARTRIDGE HOLLOW
01
DATA ACCUMULATION PLAN
PLOT PLAN
LOT 73 ROBIN HILL ESTATES
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP #34 PARTRIDGE HOLLOW
IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MONTVILLE, CONNECTICUT
SCALE: 1 "=40' DATE: NOV. 11 , 1999
/.401---
_4; .- BY: BENNETT & SMILAS ENGINEERING, INC.
MICHAEL J. BENN R.L.S. #10831 415 KILLINGWORTH ROAD, HIGGANUM, CT