HomeMy WebLinkAbout101 HILTON DR Electric# c),Iayy APPLICATION FOR BUILDING PERMIT
Plumbing# 101 Hi ton Drive Date:
HVf:C # Estimate Cost
Sprinkler#
1 --- --�30924 - d $ 4=�9
FINAL APPROVALS _ -- - -- -- ----- - --- ,
Building COMPLETE RED- -
BOXED AREAS Permit Fee $
Engineering TYPE OR PRINT ONLY Occupancy Fee $ /O
Affidavit Eng. Insp. Fee $
APP r. for C — SIGN ON REVERSE SIDE j Total Fee $
- -—
TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cos7/t) l
The undersigned hereby applies to do work according to the following:
Applicant T1i11i t ►] '�,5i E PUL C- Location of Work I d 1 1-1 1 LTO N tDQI y E Lot No.
Applicant's Address S70 173Rora Ot.A _r':nys-k-,re i C"(. Tel.#Z 140�7'
Town r,0v - KjT Q � Zip c xoZ Z Lic.# SS�-7(D Z
Owner /a )CC-,,rry:, Architect
Owner's Address 10� 1-►►t✓Zojj -, )2%V l=' Architect's Address
-- .i 1 ,n11Sz�G_ Zip Zip—_
Sq. Ft. New Area: 1st FI. L40L3 2nd FI. 3rd FI. Total New Area
Purpose of this permit auk L r�, ors t- nl7r R6 tart t>(- t-A_NzSC- -rr) i x,Cts aC
City Water❑ Well❑ Septic System❑ Sewer❑
Ins: HO SP Cert. Area Basement Garage
Approved b Date Use Group Construction Type
�`-� keAked W02
i
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alterationk tlpe blans or specifications of the Building for which this
permit is asked,and agree that this building is to be located the r per nce from all street lines,side yard lines,and required
distances from all other zones and is located in ich th' buil use is allowed.
r
Signe
TZ
I hereby apply for a Certificate of Occupant for heykrk described in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMM NTS
INSPECTION FIELD SHEET 03/17/11
Printed by-•Peart, Dayshell 08 56 07
INSPECTION: 6356 FOOTING PERMIT:
STATUS:
APPLICATION: 200701152
LOCATION: 101 HILTON DRIVE
SOUTH WINDSOR
PROPERTY ID: 44100101
OWNER: PADEGIMAS DONALD J & CATHERINE A
CONTRACTOR:
REQUEST BY:
DESCRIPTION: BUILD ON STORY OFF REAR OF HOUSE TO INCLUDE DINING ROOM AND
WORK ORDER:
INSPECTOR: ROSE RESULT: PASS
REQUESTED: PRIORITY:
SCHEDULED: COMPLETED: 08/13/07
UNPAID FEES 35 00 Date Time
TIME TRAVEL ONSITE
COMMENTS
ALL INSPECTIONS:
INSPECTED INSPECTOR RESULT INSP DESCRIPTION
03/17/11 ROSE N/A B002 FOUNDATION
11/01/07 FLAN PASS B003 FRAMING (ROUGH)
11/13/07 ROSE PASS B004 INSULATION
03/17/11 ROSE N/A B005 FIREPLACE / CHIMNEY
03/17/11 ROSE N/A B006 WOOD / GAS STOVE
05/19/09 DOUG PASS BO10 FINAL
03/17/11 ROSE N/A E001 ELECTRIC SERVICE
03/17/11 ROSE N/A E002 ELECTRIC UNDERGROUND
11/09/07 ROSE PASS E003 ELECTRIC ROUGH
03/17/11 ROSE N/A P001 WATER HEATER REPLACEMENT
03/17/11 ROSE N/A P002 PLUMBING UNDERGROUND
03/17/11 ROSE N/A P003 PLUMBING ROUGH
03/17/11 ROSE N/A P004 PLUMBING GAS TEST
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
PERMIT#
Application is hereby: TOWN OF SOUTH WINDSOR 0N
BUILDING DEPARTMENT
APPRO E _ 1540 SULLIVAN AVENUE Bldg.Permit#
�. 644-2511 ext. 230
!2qS()qqy
to Building Ins r
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT 11 C&/I I E,l!�/G71�1
APPLICANT ADDRESS f{P�f iF� mn k J
Bo a.,, Gam` 06 0L-/3
APPLICANT PHONE# 8'6 0 2W !7 3
0 W Ni S f,q OWNER O e t rrl
OWNER ADDRESS f�l'/�v n Or-. So �✓�� o r
Or OWNER PHONE SZ " 3 Z y a
ESTIMATED COST$ goo
• + � IS THIS A CONTRACT COST? _Yes
o (^ C! FEE ENCLOSED$ h
f�OSO IF 0� TYPE OF JOB:
R C _New Installation
I/Alteration/Addition/Repair
Revised 4/01//2002 /W�
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? ❑ YES ❑ NO
❑ RESIDENTIAL
❑ BUSINESS CURRENT USE AND OCCUPANCY
❑ASSEMBLY
❑MERCANTILE FUTURE USE AND OCCUPANCY
❑EDUCATIONAL
❑ INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑ STORAGE
❑GARAGE ADDRESS
❑ MIXED USE
CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION/WIRING METHOD
SIZE OF SERVICE SIZE OF MAIN CONDUCTORS
NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS
NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO
NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
/ DESCRIPTION OF WORK
`J,q�/e P 1 K�-i Cn I y-�` /�e-�,J D N i►� ry��.y, t c�n.,;4C Py;,
6�jjt �'Or, C.-Lip � ,• �;���5, a&fkjS Aj S,-4z7A P5 .
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
0�2-s / F / �T-
CONTRACTORS LICENSE NO. /Z�N
TYPE STATE
SIGNATURE OF APPLICANT DATE �r
FAMILY ROOM ROOF BEAM
2 PCs of 1 3/4" x 16" 1.9E Microllam@ LVL
TJ-Beam 6 25 Serial Number
User.1 Engine
Versi07 on
6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page 1 Engme Version'6.25.71
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope:012 Roof Slope3i12
All dimensions are horizontal. Product Di;@f 00'& tw_Ly p C O
CZ
u1 C fn E C
LOADS: `° as `~ Q) 'ro •
-C ` -0 U C 0Analysis is for a Drop Beam Member, Tributary Load Width: 12' N 0) 6 -- U N C
Primary Load Group-Snow(psf): 35.0 Live at 115%duration, 15.0 Dead c.N .� m c E
Vertical Loads: N N (D
Type Class Live Dead Location Application Comment c N 0 c E O ai C C M
Uniform(plf) Floor(1.00) 200.0 100.0 0 To 16'4" Adds To CEILING TRIB a c � .c E N a O p =
C N U C Cll C
SUPPORTS: 0
w .` `Z M 'ccO 1Z
Input Bearing Vertical Reactions(Ibs) Detail Other c c4 0 ?' > C)_ E Q 70
Width Length Live/Dead/Upliftrrotal ��-, Q o -� c O
1 Stud wall 3.50" 5.06" 5063/2458/0/7522 L1:Blocking 1 Ply 1 3/4"x 16" 1.9E MicrQla�flVC C) — o Q 0 cz �
2 Stud wall 3.50" 5.06" 5063/2458/0/7522 L1:Blocking 1 Ply 1 314"x 16" 1.9E Micrrdla V 3 T a) N .� >,Cn E
c
U) p
-See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking c a c = c c
-Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy n *t#eme0ys.-, E
o c c c E
DESIGN CONTROLS: Z .� ° .c
D c� M c (n , o c O s .-
Maximum Design Control Control Location c c E c o .c c ,_ 0
Shear(Ibs) 7368 -6025 12236 Passed(49%) Rt.end Span 1 under Snow loa jl _ o c o c N a —0cc
Moment(Ft-Lbs) 29472 29472 35781 Passed(82%) MID Span 1 under Snow loading
SS y c c n �' E L
Live Load Defl(in) 0.446 0.800 Passed(U431) MID Span 1 under Snow loading
Total Load Defl(in) 0.662 1.067 Passed(U290) MID Span 1 under Snow loading
-Deflection Criteria: STANDARD(LL:U240,TL:U180).
-Bracing(Lu):All compression edges(top and bottom)must be braced at 4'4"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 UBC analyzing the TJ Distribution product listed above.
-Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION: OPERATOR INFORMATION:
DAVE STEPULE Robert Lamoureaux
PADEGIMAS ADDITION Sanford and Hawley,Inc
101 HILTON DR Sanford and Hawley,Inc
SOUTH WINDSOR,CT 336 North Main Street
Manchester,CT 06042
Phone:(860)647-8924
Fax :(860)649-0717
rlamoureaux @sanfordandhawley.com
Copyright 0 2006 by Trus Joist, a Weyerhaeuser Business
Microllam® is a registered trademark of Trus Joist.
C:\Program Piles\Trus Joist\TJ-Beam\Job files\STEPDA 101 HILTON DR PR CEILING BEAM.sms
tn �ff /�� FAMILY ROOM PATIO DR HDR
^" "`'�'"""""""" 2 Pcs of
TJ-Bea 1 3/4" x 9 1/2" 1.9E Microllam@ LVL
m 6 25 Serial Number
User t Engine
Version n�6.25.7t
) o. AM
En
Paget Engine V THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
:
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope:012 Roof Slope 312
F__
a; o 0
b t0' 1 C U O fl t� L Z O C
- O
All dimensions are horizontal. Product DQUr5niris�44&1'h C CZ
W c
LOADS: s- o .2 o C
Analysis is for a Drop Beam Member. Tributary Load Width: 12' m cn r�,t p m 0 c •`—a° _ E j.
Primary Load Group-Snow(psf):35.0 Live at 115%duration, 15.0 Dead N �—� T N Q)
Vertical Loads: N .N � -a .. r N to a �
Type Class Live Dead Location Application Comment G s c o �' _
Uniform(plf) Floor(1.00) 80.0 40.0 0 To 10' Adds To CEILING TRIB c o rn X O a
c to C_Y � rtS
SUPPORTS: o m c W c O
Input Bearing Vertical Reactions(Ibs) Detail Other G a o > Q 6t (Z p CO
Width Length Live/Dead/Uplift/Total �, p N E _ O CZ
1 Stud wall 3.50" 2.47" 2500/1174/0/3674 L1:Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Miatogri LY,L� a d o C- >,U) E
2 Stud wall 3.50" 2.47" 2500/1174/0/3674 L1:Blocking 1 Ply 1 314"x 9 112"1.9E Mi&l"LgL-3 m 3 v_ U) O
-See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1: Blocking a 0 a p a = o W W •�
DESIGN CONTROLS: ^� I-- o c cz E �—
Maximum Design Control Control Location Z �— Q e"c c O L O
Shear(Ibs) 3551 -2878 7265 Passed(40%) Rt.end Span 1 under Snow loadirt ca a a N a 0 Co
Moment(Ft-Lbs) 8582 8582 13541 Passed(63%) MID Span 1 under Snow loading ) c c `
Live Load Defl(in) 0.228 0.483 Passed(U509) MID Span 1 under Snow loading
Total Load Defl(in) 0,335 0.644 Passed(U346) MID Span 1 under Snow loading
-Deflection Criteria:STANDARD(LL:U240,TL:U180).
-Bracing(Lu):All compression edges(top and bottom)must be braced at 10'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 UBC analyzing the TJ Distribution product listed above.
-Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION: OPERATOR INFORMATION:
DAVE STEPULE Robert Lamoureaux
PADEGIMAS ADDITION Sanford and Hawley,Inc
101 HILTON DR Sanford and Hawley,Inc
SOUTH WINDSOR,CT 336 North Main Street
Manchester,CT 06042
Phone:(860)647-8924
Fax : (860)649-0717
riamoureaux@sanfordandhawley.com
copyright ° 2006 by Trus Joist, a Weyerhaeuser Business
Microllamo is a registered trademark of Trus Joist.
c!\Program Files\Trus Joist\TJ-Beam\Job files\STEPDA 101 HILTON DR FR ROOF BEAM.SMS
er4ww ROOF BEAM AT KITCHEN TO NEW DINING ROOM
p��TJ-Beam 6 25 Serial Number. 2 Pcs of 1 3/4" x 14" 1.9E Microllam@ LVL
User 1 Engine
sign. 2571 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
5 Am
Page 1 Engine Version:6.25.71
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope:012 Roof Slope3-12
All dimensions are horizontal. Product Diao ali i8 GyruGel�u�.ro
Q c N 41 0) O C 0
LOADS: ro •y ,E E C
U
Analysis is for a Drop Beam Member. Tributary Load Width: 12' c n ,Q_
Primary Load Group-Snow(psf):35.0 Live at 115%duration, 15.0 Dead (n of oc'i p o MCn L
Vertical Loads: c cco �i -° -- E
Type Class Live Dead Location Application Comment v_3 t0 ac�i E N (D
Uniform(plf) Floor(1.00) 120.0 60.0 0 To 15' Adds To CEILING TRIB c r L c o 0 O •C
o �- c in O E ' L — O
SUPPORTS: o c 'to m � C 1v C
Input Bearing Vertical Reactions(Ibs) Detail Other o to M X p
Width Length Live/Dead/UpliftlTotal c E o c > E CZ
ti O
1 Stud wall 3.50" 4.03" 4050/1943/0/5993 L1:Blocking 1 Ply 1 3/4"x 14"1.9E Microllarl- EWO .5 Q c 0) T O
C '-
2 Stud wall 3.50" 4.03" 4050/1943/0/5993 L1:Blocking 1 Ply 1 3/4"x 14"1.9E Micro arfi®R1 s a p Sz O (10 M
a 3 a) 3 N U)
E
-See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking ~ a E-
o
-Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy beir§r u¢enE4n$._ N O
Z a� o � � � m c E cn
DESIGN CONTROLS: iu t p E c E — �- L
Maximum Design Control Control Location a m e o O
Shear(Ibs) 5860 -4828 10707 Passed(45%) Rt.end Span 1 under Snow load E c E c •E cc p 0
Moment(Ft-Lbs) 21486 21486 27897 Passed(77%) MID Span 1 under Snow loading? s c 0- 1E �
Live Load Defl(in) 0.406 0.733 Passed(U434) MID Span 1 under Snow loading
co
Total Load Defl(in) 0.600 0.978 Passed(U293) MID Span 1 under Snow loading
-Deflection Criteria:STANDARD(LL:U240,TL:U180).
-Bracing(Lu):All compression edges(top and bottom)must be braced at 6'7"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 UBC analyzing the TJ Distribution product listed above.
-Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION: OPERATOR INFORMATION:
DAVE STEPULE Robert Lamoureaux
PADEGIMAS ADDITION Sanford and Hawley, Inc
101 HILTON DR Sanford and Hawley, Inc
SOUTH WINDSOR,CT 336 North Main Street
Manchester,CT 06042
Phone:(860)647-8924
Fax :(860)649-0717
riamoureaux@sanfordandhawley.com
Copyright ° 2006 by Trus Joist. a Weyerhaeuser Business
Microllam° is a registered trademark of Trus Joist.
C:\Program Files\True Joist\TJ-Beam\Job files\STEPDA 101 HILTON DR FR DR HDR.sms
oE C EE I 0
t►►►i_ '14'1607
South Windsor
BUILDING DEPARTMENT
+0 THE BUILDIA DEPT. TOWN OF $@UTH WINUSOi•
This certified that this plan and specifications are true
copies of the proposed building or alteratWns to be
erected at J; Q�
Lot l``s-'�" Street III,
together with amendments sta application and
filed with plan and I agree comp with all zoning.
Building and state law nd ch r rs as shall be
issued by the Bui! ' g 6e d ring pendency
of this applica and is a ce of a building
permit.
Signed 1. Ili
This pl Is appro a su act the condition that
orders and ordinances r ul ng building shall be
compiled with.
Conditionally t ro The filed with
0
Building Inspector Clark
note No.
CERTIFICATION OF ZONING COMPLIANCE
Proposers buiP- :r+,7(n), , -",'7uC'. re(s)
Ppp ._ C,, "� o
S r'�� of, 11�.�j �.1::.:.7P C � t in
re. V zi i:..rt-;wS and Jpil...._,.i riiwvr:U^vfls
m4 .
Da:: -7 d O
rcement Officer
j3 X3 L
it
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-"44604�9 Conn.
1007
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DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
PERMIT#
Application �, TOWN OF SOUTH WINDSOR r—
BUILDING DEPARTMENT �L
PRO V / 1540 SULLIVAN AVENUE
Bldg. Permit
644-2511 ext. 230 ,P #�
Building Inspecto
Application must be printed or typed
FEE SCHEDULE I Location of Job:
F
$0-$1,000=$15.00 Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof gnation Apt.No.
1 Z 1 APPLICANT 19 Q-) _
APPLICANT ADDRESS
APPLICANT P HONE#
W N S OWNER
OWNER ADDRESS
Q ( 5-T:H V&-)C1So r-
a OWNER PHONE
ESTIMATED COST$ rf
IS THIS A CONTRACT COST? Yes _No
FEE ENCLOSED$ 15,00
TYPE OF JOB:
"3 0 co _New Installation
Alteration/Addition/Repair
Revised 4/01H2002
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
SIDENTTAL BUILDING PERMIT APPLICATION? 0 YES(QJqO
❑BUSINESS CURRENT USE AND OCCUPANCY
O ASSEMBLY
0 MERCANTILE FUTURE USE AND OCCUPANCY
0 EDUCATIONAL
❑INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
O STORAGE
O GARAGE ADDRESS
❑M[DCED USE
(Other Please specify) CITY STATE ZIP
TYPE OF INSTALLATION/WIRING METHOD l +044 L�orTy VC)I+
SIZE OF SERVICE I CIO SIZE OF MAIN CONDUCTORS
NUMBER OF METERS L NUMBER OF DISCONNECTS AND RATINGS
NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? 0 YES ❑NO
NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUTI S
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER OF LIGHT FEKTURES NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
oo cz- /cam.
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
two E - [ CT
CONTRACTORS LICENSE NO. TYPE STATE n
SIGNATURE OF APPLICNt DATE