HomeMy WebLinkAbout25 PAPER CHASE Electric # ��� APPLICATION FOR BUILDING PERMIT
Plumbing# 25 Paper Chase Date: Z < —O
HVAC #
Sprinkler# 31989 Estimated Cost $ �y�tX.i�•
FINAL V E000" �SIGN
--- — � Permit Fee $ ��Building PLETE RED BOXED AREASOccupancy FeeEngineering TYPE OR PRINT ONLYAffidavit Eng. Insp. Fee $
Appr. £or C ON REVERSE SIDE Total Fee $ 9,�.
- - -----
TO THE BUILDING EPARTNTENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following:
Applicant +Aj Location of Work Lot No.
Applicant's Address .s/ Tel.
Town �. L.yi !ti rt.S d.- �_.� Zip_e,& O? Lic.# IS—Ye�
Owner '�Te_ ,.��,4-�� Architect
Owner's Address V-1— Architect's Address
Zip Zip_.
Sq. Ft. New Area: 1 st FI. 2nd A 3rd Fl. Total New Area
Purpo of this permit 1r—L
City Water❑ Well❑ Septic System❑ Sewer❑
Ins: HO SP Cert. Area Basement Garage
Approved by Date - Use Group,---—Construction Type--- -
Revised 6102
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 alteration in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required
distances from all other zones and is located in whi T1his building an its use is allowed.
Signed JAloe
I hereby apply for a Certificate of 4ccupncy for the work described in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
Page 1 of 1
S,mall, John W (CLAIM, Claims)
From: Anthony Papa [ajpapa@cox.net]
Sent: Monday,July 04,200511:07 AM
To: dcgcinc@aol.com
Subject: 25 Paper Chase,South Windsor,CT
00
Don,
Attached is a memo associated with my visit to the referenced project. As discussed, it is my understanding that alkali-aggregate
reaction is an uncommon problem here in Connecticut. It is more common in Massachusetts. I was also informed that testing for
ASR is expensive ($2500 range). Please let me know if you have received the attached memo and if you have any questions.
Best regards,
Tony
Anthony J.Papa,PE,LEED AP
TEC Engineering, LLC
116 Bramblebush Rd.
Manchester,Cr 06040
860.432.3970
860A32.2660-fax
ai aoa cox.net
7/6/2005
Engineering •
Meff- 110
To: Don Childree-Don Childree General Contractor Inc.
89 Commerce Way, South Windsor,CT
From: Anthony J. Papa, PE
Date: July 4,2005
Re: Existing Foundation Cracks-25 Paper Chase, South Windsor,CT
As requested, I have visited the referenced project site on June 28,2005 to visually review the
cracking exhibited within the existing foundation. The cracks appear to be the result of alkali-
aggregate reaction. In most concrete,aggregates are more or less chemically inert. However,some
aggregates react with the alkali hydroxides in concrete,causing expansion and cracking over a period
of many years.
Alkali-aggregate reaction has two forms—alkali-silica reaction(ASR)and alkali-carbonate reaction
(ACR). ACR is relatively rare because aggregates susceptible to this phenomenon are less common
and are usually unsuitable for use in concrete for other reasons. Alkali-silica reaction(ASR)is of more
concern because aggregates containing reactive silica materials are more common. In ASR,
aggregates containing certain forms of silica will react with alkali hydroxide in concrete to form a gel
that swells as it absorbs water from the surrounding cement paste or the environment.These gels can
swell and induce enough expansive pressure to damage concrete. Typical indicators of ASR are
random map cracking and,in advanced cases,closed joints and spalled concrete.
Petrographic examination can conclusively identify ASR. This requires a concrete core sample be
removed form the existing damage concrete and sent to be laboratory tested. One such laboratory
capable of this type of testing is Construction Testing Laboratories(847.965.7500,5400 Old Orchard
Road, Skokie, Illinois 60077).
The following photographs are examples of ASR-induced damage-,
y�..Y
s Ste`:
,t,.�d : {���Y� J .Y. .;{ �t. l y y,?9n} R "}:,y• .C.•..": {•
:v
b .4 ik' / - '%:'!.'I:��FYr 4f#f: ! ,QF• -SE
A x `:?r: :<u:. f ,{{ . J Y: ax' f!:•y; .� gvf r
}
TEC Engineering, LLC 116 Bramblebush Rd,Manchester,CT 06040 1860.432.3970/860.4322660-fax
MEMO-25 paper chase,South Windsor,CT 2
The following photographs are from 25 Paper Chase;
.jam•
't
.t
f
s
F
=n'
Yf
. i 6�_..-.✓ � t - "J�+.vt �,_. J .J����� �x�.�,tt':fid':;
-,tea;'•, ::��: %;,.t.... ,.<:;:.;
a` 42101v{
As discussed,there is no clear repair solution for ASR. However,the problem should not be ignored
as it will likely continue to cause damage and compromise the structural integrity of the existing
foundation. When ASR-induced expansion and damage already has manifested itself in a field
structure,there are some techniques that can help extend the service life of the structure as follows;
• Provide adequate or improved drainage(to minimize availability of moisture).
• Apply coatings to further limit moisture ingress.
• Treat existing cracks to minimize future expansion and direct moisture ingress.
• Restrain or confine expansion of structural elements with steel reinforcing and concrete.
• Remove and replace portions of the foundation or provide alternate means of support for the
structure.
Crack injection should be considered where existing damage is limited. However,existing damage to
portions of the foundation is advanced and may be cost prohibitive to repair. Reinforcing existing
foundation walls with steel and concrete should be considered where damage is more advanced.
Alternatively,simply removing and replacing portions of the foundation may prove to be easier and will
be a reliable repair solution. Lastly, installation of a water-resistant membrane on the outside of
existing foundations walls below grade should be included to limit moisture ingress.
Initially, I would recommend that the location and extent of existing damage be documented on a
foundation plan. An existing foundation plan may be available from the homeowner or from town
records. The foundation plan should include dimensions and the approximate elevation of existing
grades. This will help with the development of repair schemes and the overall planning and pricing of
the project. I would also recommend that testing the concrete be considered to help confirm the
problem.
I trust this meets your needs at this time. Please contact me if you should have any questions.
Best regards,
Tony Papa
TEC Engineering, LLC 1 116 Bramblebush Rd,Manchester,CT 06040 1860.432.3970/860.4322660-fax
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
-------------------------------------------------------------------------------
**-31989-B 50,000
B02 FOUNDATION 09/22/05 PJP A W/DON FRONT WALL NE SIDE FRONT DOOR,DISCUSSED
SUBMIT OF FOUND PLAN TO SHOW REPAIRED AREAS
B02 FOUNDATION 09/28/05 PJP A NORTH GABLE WALL
B02 FOUNDATION 10/12/05 PJP N/A DRAINS NORTH WALL NO WP YET,EX SOUTH WALL,
PARGE REAR FOUNDATION
B02 FOUNDATION 10/18/05 JFF A WATERPROOFING AND EXTERIOR FOOTING DRAINS
WITH AARON
Engineering,
Me -Elio
A* 2 .4. 2005
TO: Don Childree-Don Childree General Contractor Inc.
89 Commerce Way, South Windsor, CT South Windsor
From: Anthony . Pa PE BUILDING DEPARTMENT
Y lam.
Datm _. July 4,2005
Re: Existing Foundation Cracks-25 Paper Chase,South Windsor, CT
As requested,I have 'req visited the referenced project site on June 28,2005 to visually review the
cracking exhibited within the existing fo
undation. The cracks appear to be the result of alkali-
aggregate reaction. In most concrete,aggregates are more or less chemically inert However,some
aggregates read with the alkali hydroxides in concrete,causing expansion and cracking over a period
Y Ycare
of man g
-
Alkali-aggregate reaction has two forms—alkali-silica reaction(ASR)and alkali-carbonate reaction
(ACR). ACR is relatively rare because aggregates susceptible to this phenomenon are less common
and are usually unsuitable for use in concrete for other reasons. Alkali-silica reaction(ASR)is of more
concem because aggregates containing reactive silica materials are more common. In ASR,
aggregates containing certain forms of silica will read with alkali hydroxide in concrete to form a gel
that swells as it absorbs water from the surrounding cement paste or the environment These gels can
swell and induce enough expansive pressure to damage concrete Typical indicators of ASR are
random map cracking and,in advanced cases,dosed joints and spalled concrete.
Petrographic examination can conclusively identify ASR. This requires a concrete core sample be
removed form the existing damage concrete and sent to be laboratory tested. One such laboratory
capable of this type of testing is Construction Testing Laboratories(847.965.7500,5400 Old Orchard
Road,Skokie,Illinois 60077).
The following photographs are examples of ASR-induced damage;
f-
t
TEC Engineering, LLC 1 116 Bramblebush Rd,Manchester,CT060401860.432-3970/860.432.2660-fax
ti
MEMO-25 paper chase, South Windsor,CT 2
The following photographs are from 25 Paper Chase;
s - -
.r
As discussed,there is no clear repair solution for ASR. However,the problem should not be ignored
as it will likely continue to cause damage and compromise the structural integrity of the existing
foundation. When ASR-induced expansion and damage already has manifested itself in a field
structure,there are some techniques that can help extend the service life of the structure as follows;
• Provide adequate or improved drainage(to minimize availability of moisture).
• Apply coatings to further limit moisture ingress.
• Treat existing cracks to minimize future expansion and direct moisture ingress.
• Restrain or confine expansion of structural elements with steel reinforcing and concrete.
• Remove and replace portions of the foundation or provide alternate means of support for the
structure.
Crack injection should be considered where existing damage is limited. However,existing damage to
portions of the foundation is advanced and may be cost prohibitive to repair. Reinforcing existing
foundation walls with steel and concrete should be considered where damage is more advanced.
Alternatively,simply removing and replacing portions of the foundation may prove to be easier and will
be a reliable repair solution- Lastty, installation of a water-resistant membrane on the outside of
existing foundations walls below grade should be included to limit moisture ingress.
Initially, I would recommend that the location and extent of existing damage be documented on a
foundation plan. An existing foundation plan may be available from the homeowner or from town
records. The foundation plan should include dimensions and the approximate elevation of existing
grades. This will help with the development of repair schemes and the overall planning and pricing of
the project. I would also recommend that testing the concrete be considered to help confirm the
problem.
trust this meets your needs at this time. Please contact me if you should have any questions.
Best regards,
Tony Papa
TEC Engineering, LLC 1 116 Bramblebush Rd,Manchester,CT 06040 1 860.432.3970/860.432.2660-fax
"opEIV S104CE
7b BE 06E0ED 70 77/E TOWN OFSOUrIV GVIMO50121
/.P, %'2�eESET• i NBO .Sp_3� W /1l.S.rneEEr
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•
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i.P 770 BEET• a.07 T334/,S� �334'
NOTES: W ) .
1) FOUNDATION LOCATED AS SHOWN.
Z) NO ZONING VIOLATION TO LOCATION OF ELEL'ti,NJ.N.
HOUSE SHOWN.
3) CONTOUR LINES SHOWN TAZEN ON SITE
1) LOCATION OF UNDERGROUND UTILITIES PLAN PREPARED FOR-
TO NOOSE; SHOWN HEREON, SUPPLIED .Y U { R CONSTRUCTION COMPANY. INC. -Ue R CO/\/,6STR UST/0 Co. INC.
S) DEGREE OF ACCURACY OF LOT LINES TO J - "
6) CERTIFIED SURSTA�TIALLY CORRECT. PAPER CHASE SOUTH WINDSOR, CONN.
BEING LOT 143 ON MAP. ENTITLED: "PLOT PLAN COUNTRY 'VIEW
ESTATES PHASE THREE PROPERTY OF T & M BUILDING COMPANY SOUTH
WINDSOR, CONNECTICUT A R LOMBARDI ASSOCIATES, INC. CONSULTING
CIVIL AND SANITARY ENGINEERS LAND SURVEYORS VERNON CONNECTICUT
COMM'S NO: 77-469 DATE: NOV. -1983 SCALE: 1"a40' SHT. NO 3 OF 12."
SCALE: 1" - 40' DATE: L/uc.V 2411985
A.R. LOMBARDI ASSOCIATES, INC.
25 TERRACE DRIVE
R.G.S. "Va 8/67 VERNON, CONNECTICUT
s
Ak IWKWA6 DW- low" Of SpUTM Iftlw-
Certified tt►at tMe plan end speelflletlona
a of 1M fl/apastl
M111d" Of O"Watlone to M
a.d fat E 7ED�u �trae•her with s endments stated in applleatbn aro.th plan end 1 agreetocomplywith ell zoning ppR.and state lawsand such orders as shallby the Building Oepartmcnt (luring De,pplicatlon end final Iasuarwe of a Duildins southBuildin
gub01 'rct to the condition the'
r..i^IunR building shall he
.:I TW... filed with
170ofzS�
'L-)P C k e-x hers i �-
Electric# APPLICATION FOR BUILDING PERMIT
Plumbing# 25 Paper Chase Lane Date:
HVAC #
Sprinkler# 318 0 8
FINrin
---_.___ --- - Estimated Cost $ �1_4)
Buildi �� - - - --- ---- — --- - - Permit Fee $
COMPLETE RED BOXED AREAS Occupancy Fee $
Engin TYPE OR PRINT ONLYEng. Insp. Fee $
Affidppr. ► SIGN ON REVERSE SIDE
Appr. for C Total Fee $
TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following:
Applicant Location of Work ��•- u -S . Lot No.
Applicant's Address � 4,e9 11_r)q e-�Cc_ 14�,64" Tel.# cf, / 7
Town 5, 1,4 )j n 6L b A-- Zip,06 6�2 _Lic.# a
OwnerSJ��� S/-i•, L� _ _Architect
Owner's Address Architect's Address_
5i Sad- Zi _Zip
Sq. Ft. New Area: 1st A. 2nd FI. 3rd FI. Total New Area
Purpose of this permit�/1J.�i �-c 14 C� �G�/
City Water❑ Well❑ Septic Systemo Sewero
Ins: HO SP Cert. Area Basement Garage _
Approved by Date Use Group Construction Type "
Revised 6/02
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 a alteration in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to be ated the proper nce from all street lines,side yard lines,and required
distances from all other zones and is located in whi this uilding d s se is p1lowed.
Signed
I hereby apply for a Certificate of O upancy for the work described in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
'oAEn/ SPACE
( 7-0 BE OEEOED TO THE TOWN OQ
!v
i.P, BE 5ET• - M.S. rc eE:,
nq �_YP
32' 04 recr ale t,o� t_ 42'OL11 01AIG L11VE
vt
N T �
0
L �) P
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a
d' � of 2aro�-F7z. �— �1. 0•����r'�'3�1'`,'
•�
2 �
0
..� 401,NG4/NE
al
L,S6,�30� I I
g'ao.v }.Q `37 1 Sdo-.SO:32'E
kool
NOTES:
1) FOUNDATION LOCATtD AS SHOWN. �� � EcEC.=)CZJAATV'
2) NO ZONING VIOLATION TO LOCATION OF ELEL•,,rJ.H.
HOUSE SHOWN.
S) CONTOUR LINES SHOWN IAEEN ON SITE
PLAN PREPARED FOR-
4) LOCATION OF UNDERGROUND UTILITIES
TO HOUSE; SHOWN HEREON, SUPPLIED RI � ,� coNS R u�7 /o CO. /NC.
U i R CONSTRUCTION COMPANY, INC.
S) DEGREE OFF ACCURACY OF LOT LINES TO "-'
0) CLOT 0 ERTIFIED:SURSTA\TIALLT CORRECT. PAPER CHASE SOUTH WINDSOR, CONN.
BEING LOT #43 ON MAP ENTITLED: "PLOT PLAN COUNTRY 'VIEW
ESTATES PHASE THREE PROPERTY OF T & M BUILDING COMPANY SOUTH
WINDSOR, CONNECTICUT A R LOMBARDI ASSOCIATES, INC. CONSULTING
a CIVIL AND SANITARY ENGINEERS LAND SURVEYORS VERNON CONNECTICUT
COMM. NO: 77-469 DATE: NOV. -1983 SCALE: 111a401 SHT. NO 3 OF 12."
I
SCALE: 1" s 40' DATE: Jul-
24,/985
A.R. LOMBARDI' ASSOCIATES, INC.
25 TERRACE DRIVE
R.G.S. N0.8/67 VERNON, CONNECTICUT i
D (�
JUN t 519d9i
South Windsor
BUILDING DEPARTMENT,
TO THE KMDING DEPT. TOWN Of SOUTH WWSOR
IUlaeertlfled that this plan and specificati,nsore tn,•,
loples of the proposed building or alterations to Le
Br,eatad at
_Zs Pawac ,se,
together with amendments stated - apc!Ic,ti
flied with plan and I agree to comply with al.
Building and state laws and su— ord -s z
Issued by the Building Depart,-nt d:ring
of this applicatlon an inai issuance of oy� CERTIFICATION OF
tormiL p,VP ZONING COMPLIANCE
.'A Signed SProposed building(s), use(s) and/or structure(s)
This plan is approved s.nject t V con," C as shown on this plan appear(s) to be in
orders and ardinances regWat: e; � conformance with current r
Complied with. - South Windsor
lConditionally Approved ihes- - regulations. Variances and special exceptions
may apply. /c
Building Inspector,, _ir.r, Date r✓ ��Date Nn 17
Zon' Enforcement Office
a"cpE/v SCR G E
6r0 BE G46EDEa TO T.yE'Tawiv 0-0- So vrN W/A/D SOR,)
,v �o•-s-JAL w
/o� ad
• ��.rev .a'r
.+03 AG S •4.3
40 , Azr4A
1p ,
430 w� •
4t `� - M�( OPEN sF-'i9C.E
��• �,�.�• Off,•., 1 -j X . FA 33 6.0't�
• o,���.�t•lo,1i- •.. 1p .r4 n
a� :.►, � -0 ��"'°'� as
��3 •'�� z/ice� � 1 I _'.26` i� �
SG ,BLQlr
Q � '
T� EE SET
��lrE �f ROA,a 0Q- rl �YP�
`' h r'3iro_a2 6 33+
C A
R , -- - - LAX/ST C0/✓Toe1A
.T./�/S. �K/q� PREi�i�/4E0 __ �i•07=IO t 9 0
a3a Pr4o.'f? -Go'OYrOvR
-
Av:sR lwv 54FS On/4 Y O Sf? TD.BE SET
PLAN PREPARED FOR
NOTES. Ui)R CON57'RuCT/O1V COMPAVy2 INC.
i. Paor to ,,,�owE,sTarEo PAPER CHASE SOUTH WINDSOR, CONN.
O�/ diTt �4.7 JNOWN.
BEING LOT 143 ON. MAP ENTITLED: "PLOT PLAN COUNTRY VIEW
Z. No Zoo-//N6 ✓/ot.Ar/cvoz ESTATES PHASE THREE PROPER!? OF T & M BUILDING COMPANY SOUTH
70 LOC47701y 01'AfO.4 ? o WIItDSOR,. CONNECTICUT A R LOMSARDI ASSOCIATES, INC. CONSULTING
MDWE sNOwN• CIWL AND SANITARY ENGINEERS LAND SURVEYORS VERNOM CONNECTICUT
a DfOREE oF �
ACCURACY N• NO: 77-469 DATE: NOV. 19B3 SCALE: 1"-40' SHT. NO 3 OF 1V'
o,w-LOT'L/MGS : A•Z
SCALE: 1" - 40' DATE:
sL/&_'rAAM4c.c-V C AAZOCr A.R. LOMBARDI ASSOCIATES. INC.
J "( 25 TERRACE DRIVE
VERNON. CONNECTICUT
A.c.. . s�
• Y
V Q
A� --p 1
V
TQ G NOS `!- ► rT� s
pA7 E�RIP►G D� -'j p 1
S�G.t
/X
"OAEN SoACE
TO BE OEEOED 710 T,UE TVWAI 0F50UTN 4411No�5o e,
i.F? eE SET• M.S. ro aE:,&:-7-
/00..30
i
3� (-Yo.
--A—RE,q __ /79895.
N
f- 40,— u14_--- 1A.IG_L/NE
Z 4-3 / —/0 ,5/0EYA2D
�O 1 /Ao FF-3.37.69 N 00N
�Z *j 33?.4/h L_
I °
� I /D.eiV�
.3S " 1
NOTES:
1) FOUNDATION LOCATtD AS SHOWN.
2) NO ZONING VIOLATION TO LOCATION OF
HOUSE SHOWN.
3) CONTOUR LINES SHOWN TAKEN ON SITE
4) LOCATION OF UNUERCROUND UTILITIES PLAN PREPARED FOR.
TO HOUSE', SHOWN HEREON, SUPPLIED BY U 6 R CONSTRUCTION COMPANY, INC. _ e R CON,579 UCT/O CO. /NC.
S) DECREE OF ACCURACY OF LOT LINES TO -' -— -' T' j
6) CERTIFIED SUBSTANTIALLY CORRECT. PAPER CHASE SOUTH WINDSOR, CONN.
BEING LOT #4,3 ON MAP ENTITLED: "PLOT PLAN COUNTRY 'VIEW
r, ESTATES PHASE THREE PROPERTY OF T & M BUILDING COMPANY SOUTH
! WINDSOR, CONNECTICUT A R LOMBARDI ASSOCIATES, INC. CONSULTING
CIVIL AND SANITARY ENGINEERS LAND SURVEYORS VERNON CONNECTICUT
COMM. NO: 77-469 DATE: NOV. '1983 SCALE: 1"a40' SHT. NO 3 OF 12."
SCALE: 1" - 40' DATE: (/uLY 24,/985
A.R. LOMBARDI ASSOCIATES, INC.
25 TERRACE DRIVE
R.G.S. N0.8/67 VERNON, CONNECTICUT
3 S�A
AP R O V E D
ToWtj 0- ;-�,�►z,,; �VltllOSOR
ENG((`•IE�r,1;.;-; LLPq�'I''.'.._NT
DATE: � �
SIG.:
o�E/V SPACE
7t7 BE OEEDED 710 7--/E TOWN Of'SO[TN W/N0S0R,
%D BE SET• N 80 Sp:3Z•�
/oo.3O M.S.ro BE:Er
`f
r
32 ofF re ,ale 1,.vCL
4o'aui`
4.
o \ a;3 Poo 1
d) 257oer -x. -,— �i- Q-,bII1� U0
FF�337.�J } �I `N' F�`/40
3,ss�lh L__. 1
+ 0
G44vELl
,. I DQiVG
4G077p�_�3'T034
tv
NOTES: _ (,,/ CFAs
I) FOUNDATION LOCATtD AS SHOWN. �,•�\
6LEC.:R4,K?�
2) NO ZONING VIOLATION TO LOCATION OF ELEL•,,N/. y,
HOUSE SHOWN.
3) CONTOUR LINES SHOWN TALEN ON SITE
.) LOCATION OF UNUERGROUNU UTILITIES PLAN PREPARED FOR-
TO HOUSE; SHOWN HEREON, SUPPLIED BY �( n C01 /5T/7 //��/O �O.
U { R CONSTRUCTION COMPANY, INC. _u /� C.r �y /. LI
S) DEGREE OF ACCURACY OF LOT LINES TO -' "" J'
6) LOTCERTIFIED
SUBSTANTIALLY CORRECT. PAPER CHASE SOUTH WINDSOR, CONN.
BEING LOT 143 ON MAP. ENTITLED: "PLOT PLAN COUNTRY 'VIEW
ESTATES PHASE THREE PROPERTY OF T & M BUILDING COMPANY SOUTH
WINDSOR, CONNECTICUT A R LOMBARDI ASSOCIATES, INC. CONSULTING
` CIVIL AND SANITARY ENGINEERS LAND SURVEYORS VERNON CONNECTICUT '
COMM. NO: 77-469 DATE: NOV. -1983 SCALE: 1"a40' SHT. NO 3 OF 12."
SCALE: 1" - 40' DATE: L/uc.V 24,/985
A.R. LOMBARDI*ASSOCIATES, INC.
25 TERRACE DRIVE +
R.G.S. No.B/67 VERNON, CONNECTICUT n 4
Electric # APPLICATION FOR BUILDING PERMIT
Plumbing#
HVAC# ,95 Eqy� Cy1aSC Date: yy ti/Z,;1;7
Sprinkler# I/70Q77-5- Estimated Cost $
FINAL APPROVALS Permit Fee $
Building COMPLETE RED BOXED AREAS Occupancy Fee $ I
Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $
Affidavit
Appr.forCO. SIGN ON REVERSE SIDE
Total Fee $
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 13
The undersigned hereby applies to do work according to the following:
i
Applicant_ Z_ c.�..w. `eocationof Work
,, _ + � CLA.3 -Z_ __Lot No.
Applicant's Address 30 j?-_ —1_ u.d Tel # 763
Town /yc..�(n.a; i✓ _ t,� Zip U604'p Lic.# &l" L OG 34l s,�5p/_
Owner .I JZIGc.4.c.nLi _ L�L•kb,_ <,., Architect
Owner's Address Architect's Architect's Address
Zip--- _Zip
Sq. Ft. New Area: 1 st Fl. 2nd Fl. 3rd Fl._ Total New Area
Purpose of this permit —Ac",
City Water J Well J Septic System J Sewer
U
Ins: HO SP Cert. Area Basemeat Garage
Approved by Date G l� Use Groupo& Construction Type
Revised 1108
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 alteration in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required
distances from all other zones and is located in which this building and its use is allowed.
Signed
I hereby apply for a Certificate of Occupancy for the work described in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
312123,3:31 PM OpenGov
Town of South Windsor, CT
Inspection Report
Inspection: DECK FINAL
Inspector: Adam Chrostowski
Inspection Date: Mar 2, 2023
Record: Building Permit #BLDP-17-853
Location: 25 PAPER CHASE, South Windsor, CT 06074
Applicant:
Final Building Inspection
Overall Result: Pass
https:Hsouthwindsorct.viewpointcloud.io/#/inspecVinspection-reporY9628 111
1700125 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 04/18/2017
GIS ID:69000025 FEE: 443.00
MUNIS APPLICATION# 201700330 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: REICHELT CONSTRUCTION CONTRACTING ADDRESS: 25 PAPER CHASE
ADDRESS: 30 FOREST STREET OWNER: SMALL JOHN W&NANCY J
MANCHESTER,CT 06040 25 PAPER CHASE
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: REBUILD AND EXTEND DECK.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
4/18/2017 3:52 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE