HomeMy WebLinkAbout20 PORTER GREEN APPLICATION FOR ELECTRICAL PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT
APP O 1540 SULLIVAN AVENUE
644-2511.ext. 230 Bldg:Permit#
Date Building Inspector ,
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$I,000—$15.00 (�nree 73
Over$1,000— Street No. Street Lot No.
$l 5.00 per$1,000
or any fraction thereof Tenant Designation
Apt:No.
APPLICANT
APPLICANT ADDRESS
APPLICANT'S PHONE# �O - 20
�pW N Sf�4 OWNER 5� —
OWNER ADDRESS
OWNER PHONE
C ESTIMATED COST$_ !cam.(wD
U IS THIS A CONTRACT COST? Yes No
FEE ENCLOSED-$. S
TYPE OF JOB: v
OR•C0 New Installation
Alteration/Addition/Repair
2q7
Revised 03/05/10
APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? O YES ❑ NO
❑ RESIDENTIAL CURRENT USE AND OCCUPANCY
❑ BUSINESS
O ASSEMBLY FUTURE USE AND OCCUPANCY
❑ EDUCATIONAL
❑ INSTITUTIONAL ENGINEER'S NAME PHONE
❑ FACTORY
❑ STORAGE ADDRESS
❑ GARAGE .
❑ MIXED USE CITY STATE ZIP
(OtherPlmw specify)
TYPE OF INSTALLATION!WIRING.METHOD.
SIZE OF SERVICE 220 150 4 ': SIZE OF MAIN CONDUCTORS
NUMBERS OF METERS ./,5 NUMBERS.OF DISCONNECTS AND RAnNGS 504!ZZ()
NUMBERS OF PANELS j _ NUMBERS OF DISCONNECTS REQUIRED? O YES O NO
NUMBERS OF EIGHT 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
-to
THE UNDERSIGNED HEARBY 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 PERFOR
MANCE OF SUCH WORK
?%Met CJn
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OFAPPLICANT tv U DATE Zd -/
s.
Te
ci
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APR 13
,,,In v�indsof
BUILDING DEPARTMENT
CIO
,v
as
"ling
it 'ce ot
CERTIFICATION OF ZONING cOMPUAE
ng(s), use(s) andlor structure(s)NC
as
Proposed buildi
conformance
shown on this plan appear(s)to be in cs. Variances
with current South Windsor regulation
These f1jj witr and special exceptions may apply.
Da 3
Zoning Enforcement officer
IMAGINEERSUC
4/12/2012
Russ & Kelly Gagain
24Porter- —
South Windsor, CT 06074
RE: Deck modification
NOTICE OF VARIANCE APPROVAL WITH CONDITIONS
Deck Replacement or Modification.
Dear Russ & Kelly Gagain:
The Board of Redfield Homeowners Association, Inc has APPROVED your variance
request as detailed on your request dated 04/12/2012 with the following stipulations:
Deck addition:
Your request as presented on 4/12/12 to the board to modify your deck has been
approved with the stipulation that you submit to the Association a copy of your
building permit from the Town of South Windsor.
Please notify our office once the approved work has been completed.
Thank you for taking the time to forward your request.
Sincerely,
Debra Yannizzee
Property Manager
Hartford Office:635 Farmington Avenue - Hartford, Connecticut 06105
Seymour Office:249 West Street - Seymour, Connecticut 06483
Electric# l (7 APPLICATION FOR BUILDING PERMIT
Plumtii,g# 20 Porter Green
HVAC # Date:
Sprinkler# No. 27742
FINA A PR Estimated Cost $ 2700.
Buildin�l o < COMPLETE RED BOXED AREAS Permit Fee $ 54
E"gins TYPE OR PRINT ONLY Occupancy Fee 3
Affidavit �" SIGN ON REVERSE SIDE
Appr.for CO D I Total Fee $ S �_
TO BlA TMElYf,TO OF SOUTH WINDSOP,CT (Additional Cost) $ -
The undersigned hereby applies to do work according to the following specifications:
Job Location LV Pb.,4( Gue Lot No. Side of Street Zone
Applicant ko5elta Tel # &VY-5599
Address 20 Poo* f 4t . Zip OG o 7 Y Lic.#
Owner-Sc,w,t- Address
Architect Address
Sq. Ft.New Area: lst FI. 2nd FI. 3rd FL Total New Area
#Rooms #Lavatories #Bathrooms #Garages
Purpose of this permit: 42.rcl--op�j S�� o•,,, I�lo-Iof 1 ad,►,5
City Water ❑ Well ❑ Septic System ❑ Sewer ❑
Ins. H.O. S.P. Cert. Area Basement Garage
Approved by �'A Q.Q. Date `f L6 Group��_ Construction Type 56
Reri.d 1197
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
1 hereby apply for a Certificate of Occupenc for the work described in this application for the permit
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
-------------------------------------------------------------------------------
•�_27742-B 3,700
B10 FINAL 11/18/04 JFF A WITH OWNER
B10 FINAL O1/06/05 JFF A CLOSEOUT
••-17178-E 100
I
r
72
t� h
LEGEND
OS IRON PIN TO BE SET
0 MONUMENT TO BE SET
x 287.3 EXISTING SPOT GRADE ��e•
300 EXISTING CONTOUR 73 aN� ?* s� *Dss V
as
—W—W— WATER MAIN /1� 3 J��7w`•� rh• �oJ°F \
—c—c— GAS MAIN
10,391 ft.�v�
NOTE: TO,S <
1. SANITARY SEWER INVERT ELEVATIONS TAKEN FROM k�� 3 \ i r• ti `� r�.�. G �'
INSPECTION REPORT PROVIDED BY CONTRACTOR.
2 ALL ITEMS DEPICTED ON THIS PLAN HAVE BEEN s�V�v ,� w'
PLETE?IESS VERWIED IN THE FIELD AS TO LOCATION. ELEVATION Q�O� 2 \ • 9y�e 15•• s los'� / _ 1Oy.Lk P. EASEMENT
AND Z
' 4' f
"s. '' O
M1y. P+ fl Ail.3 i
94� �
REFERENCE NOTE-
BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS t�^ qy rr I -qt�F it / w /
ENTITLED 'REDFIELO—SITE PLAN OF DEVELOPMENT', SHEETS 4 THRU 11 ��* JT1` " \ ? I �t�iv 0 9
OF A SCALE 1'-40', LAST REVISION 2/20/92. PREPARED FOR JMJ 1 \ r ' Fh/,*Y t. / /N
CONSTRUCTION COMPANY, BY DESIGN PROFESSIONALS, INC.
ZONE DESIGNED RESIDENCE
THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE TO A-2
T
STANDARDS OF HORIZONTAL ACCURACY AS DEFINED IN THE qe,' /* ,l L 3.0S °
RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE x 14.5 N5O'31'O8'E
S i N
OF CONNECTICUT' PREPARED AND ADOPTED BY THE CONNECTICUT I qe9v 132.62' RADIAL x 99-4 t I
ASSOCIATION OF LAND SURVEYORS, INC.. SEPTEMBER 24. 1992 ' /
1 / / )r v�B �•8
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS t
SUBSTAN ALLY CORRECT AS NOTED HEREON. 7 4
12962 I N o✓5 I PaR
RICHARD P. MARTEL LIC. No.
\ GREEN
014MUSE xo+M EMIM UMJTY REVISIONS GRAPHIC SCALE t
tnuTIOM AS SHOW AM eAsID ON sar (TO3) 291-8755 RIEDFUELD SHEET
A,,,� � ALL�v zo 0 1D 20 eslgn u ASd�g PLAN
,� M � m �ofesstonals, Inc.rcomsilvicimr A uraNem wo sul iau neon m ®� 11�� ���1G1\7 auw�r. so .w w An�i» OF
eswessox W-4L Aw ONMAL 9MAWK 1 inch = 20 feet CMI ongineem • plonn*m • surveyory
w im neassom&ammmoVamrim NO. DATE DESCRIPTION BY south windeor, connecUcut 06074 SOUTH WINDSOR CONNECTICUT am=ire ow tine io•ti.•9s
CERTIFICATION OF ZONING COMPLIANCE
proposed building(s), use(s) and/or structure(s)
as shown on this plan appear(s) to be in
conformance with current South Windsor
regulations. Variances and special exceptions
may apply.
d
Date _
L
Zoning Enforcement Officer
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glowing
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STANDARD PAN BURNER SUPPLIED WITH GAS LOG SET
• GlowingEmbers NOT PART OF CEBB ASSEMBLY -
•Vermiculite
DESIGNED AND MANUFACTURED BY The Controlled ember-Bed Burner
illuminates artificial Ember-Bed material
in h Gl�ow�+r front of the gas tog assembly,
in
order to emulate the appearance of
burning embers, thereby enhancing the
ADDfSON.TEXAS u.S.A. attractiveness and realism of the
CEBB BURNER ASSEMBLY-PATENTED AGA AND RADCO APPROVED fireplare.
Quaiif Fire lace ,: LIMITED LIFETIME WARRANTY
Y P s '1 '� BTU Inputs Per Vented Log Set
Products Since 1970 A RADCO AGA RADCO AGA
16-NiG 54,000 54,000 24-NIG 90,000 80,000
Manufactured h�. Q /� U C D 16-UP 38,000 48,000 24- 70,000 0000
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�1 18-N!G 54,000 54,000 30-NIN/G 90,000 80;000
18-UP 38,000 48,000 3 -N/ 90,000 70,000
• 21-N'G 54,000 80;000 36-N/G 90,000 80,000
. ►iki�c�n fc�a • 21-UP 38,000 70,000 36-LJP 70,000 70,000
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
IT#
Application is hereby: TOWN OF SOUTH WINDSOR / �PERM RM
BUILDING DEPARTMENT
v 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit#
— Wtev' ing Inspe r --
Application must be printed or typed
FEE SCHEDULE Location of Job:
Zo C)t e , 73
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT /` u$SL' Ga r,
APPLICANT ADDRESS Z C)
APPLICANT PHONE#
W N S f,q OWNER �u e �aS CL —
OWNER ADDRESS
r , OWNER PHONE Ff(, U (� Y t/ &y
O
C ESTIMATED COST$ 00, p U
►3 �' Zvi C.�
+� IS THIS A CONTRACT COST? —Yes _No
FEE ENCLOSED$ ,
SO• o TYPE OF JOB:
R•C _�ew Installation
_Alteration/Addition/Repair
Revised 4/01//2002
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
l�t'
,,��LLt✓:SIDENTIAL-- BUILDING PERMIT APPLICATION? El YES UNO
K
❑ BUSINESS CURRENT USE AND OCCUPANCY
❑ ASSEMBLY
❑ MERCANTILE FUTURE USE AND OCCUPANCY
❑ EDUCATIONAL
❑ INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑ STORAGE
❑GARAGE ADDRESS
❑MIXED USE
(Other please specify) CITY STATE ZIP
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 ffN0
NUMBER OF LIGHT CIRCUITS 2 NUMBER OF POWER CIRCUITS Z
NUMBER OF SWITCHES Z NUMBER OF OUTLETS�—
NUMBER OF LIGHT FIXTURES I C7 NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
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.
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT v DATE
s
72
LEGEND 51
\ c< b
os IRON PIN TO BE SET
o MONUMENT TO BE SET �' \
x 287.3 EXISTING SPOT GRADE
V
300 EXISTING CONTOUR
—W—W— WATER MAIN
—G—G— GAS MAIN 4 c�' �".9 �� + F
10.391 sq. ft.
NOTE: ,O�
1. SANITARY SEWER INVERT ELEVATIONS TAKEN FROM
INSPECTION REPORT PROVIDED BY CONTRACTOR. � � a'E \\ t• ,c 6\``
2. ALL ITEMS DEPICTED ON THIS PLAN HAVE BEEN
VERIFlED IN THE FIELD AS TO LOCATION. ELEVATION h \ 9y� +5•� 4 *D / 10' C.L.k P. EASEMENT
AND COMPLETENESS. �C5CQ' t
ee., V
s 5. Qo ti* � A. 9
I 9S.o
to'
3.
hl
w
M
/ ryti• G,r ra 96`5 �b �y��r4 Q�/ � /
1
REFERENCE NOTE
BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS
ENTITLED 'REDFiELa-SITE PLAN OF DEVELOPMENT, SHEETS 4 THRU 11 \ I �s°i4 \ 9
OF 30. SCALE 1'-40'. LAST REVISION 2/20/92. PREPARED FOR JMJ
CONSTRUCTION COMPANY, BY DESIGN PROFESSIONALS, INC. 1�'y
ZONE: DESIGNED RESIDENCE
&S.
' . 93• m 1
6p.00'
THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE TO A-2 T 3
STANDARDS OF HORIZONTAL ACCURACY AS DEFINED IN THE ,94 L 3.08
'RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE x 9e.s N50'31'00'E �' H
s i OF CONNECTICUT 132.62' RADIAL x 9`I 9 PREPARED AND ADOPTED BY THE CONNECTICUT I qb �� 4v I
ASSOCIATION OF LAND SURVEYORS. INC.. SEPTEMBER 24, 1992.
` e
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS
SUBST ALLY CORRECT AS NOTED HEREON. s- I
12ee2 rlo ues POR
RICHARD P. MARTEL LIC. No. I \ GREEN \
�m mo w. m REVISIONS GRAPHIC SCALE (zo3) z91-87ss 'RIEDIRI LD st+E�
91MI.w Nnp vllldf ,�Dona.,,,�
2D D ,D 2D esign As`N&7' PLM
Z AL VNl,„ ,,.�.W""'�` rotessionals, Inc.
i ALL N1�71Rf�la�[f►N®N M IUD �®� �/,®�y�O �T�M�7'rM��^VT
PORTER GREEN
V i°0�iss�rw snrw<n+seas rr sins wa = aoAw or. ss ,w Aa:oonJ�n OF
se�aawr——sanNK 311" m 1 inch = 20 feet civil engineers . Planners a surveyors
or w ws, mmomw.6091mo/swMm Na DATE orse '"ON or south Windsor, conneeticut 06074 SOUTH WINDSOR CONNECTICUT ammw or. mm Imm io•e&.9s
s l�' t
South Windsor
BUILDING DEPARTMENT
Ic ;
•-h
this eertn+ c ! t.,is plan a^1 r
cops s of ll,e r„ osed
p p Duddl.�g cc all,r_1...... to too
ao
(eg<•the► M',fn arrend.r,�rts V,t.-d In epplic.trn rw
bled with pl.n ar.d 1 .g„u to cn•rply w'+th fl rn-![ng,
..udd,nq and sf•fe la"s and L9rn Cr-',rs es sh.9 he
,l ssaad by the Uc.ihllrg D:n�+b+t.nt during pen l--r�
of this appl.cafun dnd frn.a17 Issuunce of a buiiau�
V permit.
A` Signed
Thissub)ec1 tv V12 11cnd.tion [
L r orders ar,tl nrdi.raaees reg:.h.ting E,Pding khrt' w
OCT 31 1995 Conditionally
d
Gpnd+tionallr Approved These »
61ETVding tnspeetor CftRrw
A P P IR 0 V E O ,
Ta.-M-11 -07�CFOU H. "HINDSniz
DATE:
BIG.:
Redfield Homeowner's Association
P. O. Box 853, South Windsor, CT 06074-0853
www.redfieldha.com
*****k*k**k****kkk*kk*k**kkk*********kkk***k*k***********kk***
July 28, 2004
Russell and Kelly Gagain
20 Porter Green
South Windsor, CT 06074
Dear Mr. &Mrs. Gagain,
This letter is in response to your recent request to put an addition on your house. We
appreciate you taking the time to come to the July Board meeting and presenting your
specifications to us.
The Board approves the 14' x 18' family room addition on to your house. The siding,
trim and shingles of the addition will match that of your existing house. If any of the
specifications of your plans change, you will need to present those changes to the board
for additional approval. It is also your responsibility to get the necessary approval and
building permits from the town of South Windsor.
If you have any questions, please feel free to contact me or anyone on the Board.
Sincerely,
jult'(
Grace Inkel
Treasurer
644-1275
r� ,Ja _•.. I�
r
72
n
LEGEND
CS IRON PIN TO BE SET
0 MONUMENT TO BE SET
x287.3 EXISTING SPOT GRADE -ol
73 �
300 EXISTING CONTOUR *°ss
—w—w— WATER MAIN �`" 'o•
—c—c— GAS MAIN
10,391 sq. ft.
NOTE- ,e
1. SANITARY SEWER INVERT ELEVATIONS TAKEN FROM 4 �
INSPECTION REPORT PROVIDED BY CONTRACTOR.
2. ALL ITEMS DEPICTED ON THIS PLAN HAVE BEEN
VERIFIED IN THE FIELD AS TO LOCATION, ELEVATION Q .h \ e 9� �5•• 4 *D / 10' C.Lk P. EASEMENT
AND COMPLETENESS. (74
2 O ? d s
-A96.eea.
,yo3T 95' 70 M1
9446
REFERENCE NOTE:-
BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS
ENTITLED 'REDFIELD—SITE PLAN OF DEVELOPMENY. SHEETS 4 THRU 11
OF A SCALE 1'-40'. UST REVISION 2/20/92. PREPARED FOR JMJ
CONSTRUCTION COMPANY, BY DESIGN PROFESSIONALS, INC.
ZONE DESIGNED RESIDENCE \ '
THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE TO A-2 / T
STANDARDS OF HORIZONTAL ACCURACY AS DEFINED IN THE ,� / „+..e } ,I +y L /3.08 ve
'RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE r N50.31.08'Ei 132.62' RADIAL v 9 x 94+
OF CONNECTICUT* PREPARED AND ADOPTED BY THE CONNECTICUT I
ASSOCIATION OF LAND SURVEYORS INC.. SEPTEMBE:R 24. 1992 / �
TO THE BEST OF MY KNOWLEDGE AND BELJEF THIS MAP IS M ' `o`" I��y 2
SUBSTAN ALLY CORRECT AS NOTED HEREON. i- 7 4
12882 s10 e 1 RICHARD P. MARTEL Uc POR No. I I GREEN
1.v m M OW REwmoNs GRAPHIC SCALE { (203) 291—e755 RIEDIFUELD EE
AVALWE 20 CONSMCWK D ,D 2D esign Aa-BM4 PUN
�� � rofesslonals, Inc. ^uT
i ALL U1L1M#M 10 K TrMM N AE Ma LOT 1 V o0 7�„39 �^vT
CONSWACUSLI�®]I�T ER GREE V
auw or. srd .cs�a ems�J
OF
I nss a�w Is sAM O u&as R sus 1►E cull en ineen • planners a surveyors 1)
Or WE M)FUMMU 01d0N�. Na DATE DESanPTON er 1 inch = 20 feet 9 south Windsor, conn�ut 06074 SOUTH WINDSOR CONNECTICUT --Z er. yew cure io•z� +s
South l"Virt�sor
GU1LDING Dtp4RTtvIIEN j
TP r .pnld►t�n 6tfi'f. Tc"�H cl S+m
This certified that this :—n and ;jr�'haT+-x•s aro tN*
;npies of the propos>d L�.,.:;n.' or a1'etaUon� to ba
•ected a
�. "C_ �L�I• Streel
¢ether wrth arr=^d--,.
I—t ,,th plan aed 1 IF.,
,Id.ng and stag 12,S .+
;,ed by the Bu,Id.r•a C^F•.. �•.iJ c
tnis apphca Lon and final Is,..e-,ce of a ���:J,nr
;ermit.
S lgned /- `%t his plan is apprrov.:d sLbj_w t• �•'•t t',+t
arders and ordmancea regulatiau -1 c• be
z—plied with.
Conditionally Approved Ttesa <•ed wit't
Building Inspector Ck'1
Cata Nd.
r-..r andlor structur:."'
buiiatng�s;, u�c,sl to be e
tan apPear(s� ,
this P South V"Jinc�:
.; shown on .
;an{ormancc
`1JIth current r ial c?CCepticic,
;'egulations. Variances and spC-c
nay apply. \
ate
{:cPr
Zoning En{orc'mcnt Ott
t WtV'
Redfield Homeowner's Association
P. O. Box 853, South Windsor, CT 06074-0853
April 11, 2001
Russell Gagain
20 Porter Green
South Windsor, CT 06074
Dear Mr. Gagain,
The Board of Directors of the Redfield Homeowners Association has
reviewed and approved the letter you submitted to have a shed put up in your
backyard.
If you have any questions, please feel free to contact us.
Grace Inkel
Secretary
f;
Russell A. Gagain
20 Porter Green
South Windsor,CT 06074
Monday, March 05, 2001
Redfield Home Owners Association
P.O. BOX 853
South Windsor, CT 06074
Subject: Shed Installation
Dear Board of Directors,
I am formally requesting permission to install a pre-made 12x16 shed from Kloter Farms
located at 216 West Rd, Ellington,CT 06029. The shed will have a maintenance free
vinyl exterior matching the colors of the house at 20 Porter Green. The shed will have
two windows and one double steel door with locked entry. The site will be prepared
with 3/4"crushed stone 5 inches deep as recommended by the vendor. Drawings are
enclosed for your viewing. A building permit will be acquired from the town of South
Windsor once I receive your written approval.
Sincerely,
Russell A. Gagain
D �
APR i
South Windsor
BUILDING DEPARTMENT
TO THE BUILDIN& DEpT. TOWN Of SOUTH WINDSU.
This certified nat this plan and speciflcjtlnne are tru
copies of the Proposed building or alterations to b.
erected at �[ �y
Jay " — Pev^ Stree
Jowith amendments stated in aPPlicatlon ant.
filed with plan and 1 agree to comply with all zoning
Building and state laws and such orders as shall b
issued by the Building Department during pendent
Jf this application and final issuance of a buildin,
permit.
Signed ��.
this Plan le approved subject t the condition tha:
orders and ordinances regulating building shall be
complied with.
Condrti lly Approved These filed with
Pop
CERTIFICATION OF ZONING COMPLIANCE
Proposed building(s), use(s) and/or structure;
as shown on this plan appear(s) to be
;conformance with current South Wind
,:gulations. Variances and special exception.
,lay apply.
Date
Zoning Enforcement Officer
DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT
TOWN OF SOUTH WINDSOR PERMIT#
Appli on is her 5
BUILDING DEPARTMENT
APPROVED 1540 SULLIVAN AVENUE Bldg.Pemut#
'Date
644-2511 ext. 230 6 do Bu Idin nspector
Application must be printed or typed
FEE SCHEDULE Location of Job:40 S (J L n
$0-$1,000=$15.00 Street-No. Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT G CL4 a--'n
APPLICANT ADDRESS II JJ 1 e
APPLICANT PHONE#
OWNER 1
O W N
OWNER ADDRESS r -e
.S l�
O �y` OWNER PHONE Li L l —J LCE
C ;D ESTIMATED COST$
ftw IS THIS A CONTRACT COST? _Yes _No
FEE ENCLOSED$
TYPE OF JOB:
R•C o � New Installation
Alteration/Addition/Repair
Revised 4/01//2002
APPLICATION FOR PLUMBING PERNUT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? ❑YES ❑NO
❑RESIDENTIAL
0 BUSINESS CURRENT USE AND OCCUPANCY
0 ASSEMBLY
0 MERCANTILE FUTURE USE AND OCCUPANCY
O EDUCATIONAL
O INSTITUTIONAL
O FACTORY ENGINEER'S NAME PHONE
U STORAGE
0 GARAGE ADDRESS
❑MD{ED USE
CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION SIZE OF MAIN DRAIN
NO.OF TOILETS STYLE NO.URINALS STYLE
NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES
NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE
AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS
NO.OF OTHER FIXTURES KIND
ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES ❑NO
SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR
SIZE OF DUCTS SEWER OR SEPTIC TANK
SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER
WATER HEATER: TYPE MANUFACTURER
DESCRIPTION OF WORK
v
rHE UNDERSIUNED HEREBY APPLIES FOR A PERMI P r 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.
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE Z52
LEGEND
ARCHITECTURAL INFORMATION 0' IRON PIN TO BE SET CLARK REALTY, INC. /
658 ELLINGTON ROAD
HOUSE STYLE WI«IAA45 o MONUMENT TO BE SET SOUTH WINDSOR. CT. 06074
_ _Too EXISTING CONTOUR (203)282-0628
SQUARE FOOTAGE ,sez/ �,F 3 o PROPOSED CONTOUR
HOUSE COLOR Ivo2>' —w—w— WATER MAIN
TRIM COLORED./ —G—G— GAS MAIN
><287.3 PROPOSED SPOT GRADE
ROOF COLOR NE.I*►+rPEo ,,r�o atEvo �m m SILT FENCE
NOTE: 3. ALL UTILITIES IN THE ROADWAY ARE TO
1. ROOF LEADERS TO BE DISCHARGED ON BE INSTALLED IN COMPLIANCE WITH THE ♦ �'
SPLASH PADS. APPROVED REDFIELD PLANS. ♦
2. FOUNDATION LANDSCAPING PER SHEET ♦♦ j �/
L5 OF THE REDFIELD PLANS. 1VPE: FINISHED GRADING AROUND 11LE HOUSE SIV-,U,
ALU114 A 3 INCH DROP IN GRADE AT A DISTANCE ♦ x
OF 6 FLYP E'I" '111E FOUNIWPION AS SPDCIFIE) ♦♦ 'r EF yt
IXCAT POST BAND Z STAKE
��G veRE IN '111E S'I'NFE OF CONNWPICU'r BASIC BUILLING ♦♦ � �o�� oF,CONNF�.
ANGLE POSTS r
F'OR�ST�STABILITY PDST uPSLaPE FROM Polls. �CM n� Ew OF THE POST CODE. '♦ 1 (\`,� p��,• - r
AKD SELF-
�95* 1 z- MIN. 7 3 9
I ♦' f O S Ni'��0`S6
0�0 10,391 sq. ft. / ♦ b ,sr NA{.k�
196
A ATTACH FILTER FABRIC TO 4. BACKFILL THE (vim �3 �' ,2y,3, ♦♦
FILTER THE WIRE FENCING AND EXTEND TRENCH AND COMPACT
FABRIC IT TO THE TWENCHH THE EXCAVATED SOIL Z CT 0 Q ♦,
COH4PACTm QUO 2 e 98.
Se
BACIff1LL c CS ♦♦'�v / 10' C.L& P. EASEMENT
Q %G ti 99.0 N \ T ' -J
Az V
4, a\
1
Y \ S
CONSTRUCTION OF SYNTHETIC FILTER BARRIER �^ 'act At �„ o
9.>
REFERENCE NOTE: �i o
BWNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS
ENTITLED 'REDFIELD-SITE PLAN OF DEVELOPMENT', SHEETS 4 THRU 11 `2 ,
OF 30, SCALE 1'-40', LAST REVISION 2/20/92 PREPARED FOR JMJ I
SMH 9
CONSTRUCTION COMPANY, BY DESIGN PROFESSIONALS, INC.
ZONE: DESIGNED RESIDENCE
s A t 41 D8' 134
225 3
THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE TO A-2 T
STANDARDS OF HORIZONTAL ACCURACY AS DEFINED IN THE
RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE s
OF CONNECTICUT' PREPARED AND ADOPTED BY THE CONNECTICUT 132. ' RADIAL t w5.o
ASSOCIATION OF LAND SURVEYORS, INC, SEPTEMBER 24. 1922 I \\
I 1 ➢t•� •e,
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS
° _ __ k a4•o s
SUBST Y CORRECT AS NOTED HEREON. 7!}
n ' GicrST. 1 ;
12eI
RICHARp P. MARTEL U N PORC. No. I I
GREEN ,
L umms o,.,Hume OWN I M B=ON u>turr GRAPHIC SCALE ) �IE��'IIIE�.� �f iol� BSI i' SHEET
H.OG114LT A!saw+ AM eASD q1 eesr ��� (203 29t-8755
AVAfrME eeaellAnwL All .-I Hl9UIIAi so G ,0 =o aslgn ®� ®O �� U)CA a MQ sm 1
aalAa eE HHH3D vseHWa Peeae,0 CONSWIICIION 1
ARE tom�' PRoB To '�" rofessionals, Inc. e T �+�T
BY A Ucl7rflFD lAIV ssrveraH IT w to PORTER�i� ���1C�1�1
mum" so .We AQ:BpT.s-n �
PI.W K ervAue UleElf R eEMi,HE civil en
brofixoOF THE OAK��� � DATE 1 Inch = 20 feet 9ineery • planners • surveyors
south Windsor, connecticut 06074 SOUTH WINDSOR CONNECTICUT a�Hm srH PA IV & 9.915
44�
VIM
V
uurr 2 6 19%
BUILD N�DEPAWin Sor
EPA
TO tNr rmaxc Do?. tbwN of sotn wry�swr
rhi;ctru i tti.t this plan and speciliez U^ns ar..tgla
of
ON edaat yroy'acd hni'nq o aiteraifoq y�
d +ddethar with amendments !
73 too with fated ti It f 14 Z>
W n and 1 6 to comply wttY.JI roni,
Building and st.le 1•wS an0 scctl this cldera as �.".tsslacd by the BngdM,X Cf pnrflW' i!ushy.: u✓,
iN apf+hwtion and final MYdail' Pend—
It Periwit
7
siNci/ �
Tlrs �� �''A' �itift-
f t teec condition tr. i
to-tidied ardeft �a�f building shall L,F
9 i .1 �w d
JUN 2 8 1995 CEPTIFICATION OF ZONING COMPL-IANC$
000", sntmiwo�o5a+ Proposed building(s), use(s) andjor slrusturQ!s:
as shown on this plan appeulv(s) id. �e '
conformance with cui re nt Sa,tth i id,
regulations. Variances and sped. excAltior1=
may apply.
Date
Zoning Enforcenlent Off!-er
1
Asphalt Roofing
Shingles
Moisture Barrier
� Truss Roof
1/7'CDX Plywood Roof Sheathing R-30 Ceiling Insulation
i
1 x8 Pine Facia
1/2"Sheetrock
Facia Gutter
48 Header
60' cW'sliding Windows
2x4 D.F.Sill /1/7'Sheetrock
Double 4"Soild only Siding ///R-13 Wall Insulation
Moisture Barrier
1/2"CDX Plywood Shear Sub-Siding �3/4"CDX Plywood Subflooring Glues and Nailed
2c4 D.F.Studs Q 16"O.C.
2c4 D.F.Plate Imo— 210 D.F. Floor Joists @ 16"O.0
4.6 d 0 Header �~ n
R-19 Floor Insulation
6x6 P.T.Post
j Grade 17'Round Peir 47'Below Grade
Truss Engineering Corporation - 181 Goodwin Street Indian Orchard, MA 01151 (413)543-
4
Lumb6r Yard:
7 t�
Job: Q407145 Scale: Fit Date: 7/16/2004
i
22'0"0
S03
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4'6"0 9'0"0 '6"0
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' Truss n0.Engineering Corp.,Indian Orcha MA 01151 5 200 s Dec 2 2003 PATO ei0usmes,Inc Fn M 16 111 53.01 2004 Pape 1
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1-0-0 t 5-2-10 - --I---. 12-9-6 18-" , 19-0 9
-0 ,
- �-� 5-2-10-- --- - 349-6 3-9-0 5-2-10 1411-0
w
x
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axis a
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9-0-0 940-0 —� g
Plebe OlfsNs XY. 2: 0-1.5. 2 0-2-15 0-9-6. 2 0.2-7,1-6-4. 6 0-0.4.0-1-s. 6 0-2-15.0-36. 6 0- -7.1-64
gill5
LOADING(psf) SPACING 1.4.0 CS1 DEFL in (bcl Vt1eft Ud PLATES GRIP 7�
TCLL 350 Pletas lincr9ese 1 15 TC 0 66 veMLL 1 0 18 8 >999 240 M1120 1971144
TCOL 10 Lumber Increase 1 15 or 061 VeMTL) 0 30 68 >715 I80
BOLL 00 Rep Stress Incr rES WB 035 Fbrz(TL) 015 6 rVa Na
BCOL 100 Code IRC20007ANSf95 -- — (Matrix) — Weigh 60It, N
LLXASER 31 As requested,plates have not been designed to — -- ----------- — — ---
TOP CHORD 2 K 4 SPF No 2 TOP CHORDprovide for placement tolerances or rough handling
CHORD 2 X 4 SPF No.2 2-3 -2p837576 are erection conditions It is the responsibility of the
WEBS 2 X 4 SPF Stud 3-4 1726/370 fabricator to increase plate sizes to account for Clew
WEDGE 4-5 = -1726/377 factors
Left 2 X 4 SPF SlA, 5-6 -2083,549 4)'This truss has been designed for a eve bad of
Right 2 X 4 SPF SW 67 = M 20 Opst on the bottom chixd in all areas*we a
BOT CHORD rectangle 3-6-0 tall by 1-0-0 wde we let bvW#een the
BRACING 2-8 = 542/19M Dalton chord and any other members
TOP CHORD 68 = 478/1930 5)Boeing at pings)2.6 considers parallel to grain
Sheathed or 3.10-7 oc grins WEBS v810e using ANSI7TP1 1-1995 angle to gran tonneal
BOT CHORD 3-8 = -399/245 Building Rigid Co."Aredly applied or 7.11.15 or bracing 4-8 = -12"20 surface
designer should verity capacity of hearing
5-8 = -399r253 6)PfO mds mecnancal comecbon(by othws)of truss
REACTIONS(dszel to bearing plate capable of wthsta+dirg 211 n uplift at
2 67810-3-8 NOTES (1) port 2 and 217 D uplift at pint 6
0 - 67&0-be 1)Onbakarxed roof eve bads have been consodered 7)AN Plates 20 Gauge Linless nlded
Max Horz for this desogn
2 51(badcase 5) 2)Wirq ASCE 7-98. IOprryh.tr-25ft.TCDL-4 2psl.
Max Upift BCDL-5 Opsf.Category If.Ew C.enclosed MWFRS
2 -217(loed case 21 gable a.J ZIA..I 3eleVei left ei id'.Oil."Sou,WO
6 = -217(Ioad Ca"A 3) vertical Off.xxl right expo;od.Lucntor CKX=1 33 Dato T'
FORCES (b) grog D.a=133
Manmdn CampressioNMa4mxn Tenc m
TOP CH(1RD M
1-2 Orb
�� �G � �
Job Nss runs ype FM/
7145 Ot ROOF TRUSS J7---
--- ------ Job Reference(opaoriel ----'---- --' a'
Truss Engineering Corp.Wan Orchard,MA 01151 5 2L)o s Uec 2 2003 f.1Tek Industries,kic Fri Jul 16 1152 58 2004 Page 1 ra.
'rl
-14�-0 4-10-8 2 a II
14-0 4-10-8 3
uW
A
pWp
A
J
4.00 12 G
8
n
T1
2 B1
1 IV 17
14 00
CP CO
1.6x4 II
2A0 F12
�x1
C7
1=
rs
4-10-8 4-1Q-10
4-10-8 0-0-2
Plate Offsets X,Y 2 0.3-10.0.0-9 -I
LDADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Vdeft Lid PLATES GRIP
TCLL 350 Plates Increase 1 15 TC 020 Vert(L-) Na Na 999 M1120 197/144
TOOL 70 Lumber Increase 1 15 BC 003 Vert(TL) 004 1 >307 180 u
BCLL 00 Rep Stress Incr YES WB 003 Horz(TL) -0 00 4 Na Na
BCDL 100 Code IRC200(VANS195 (Mainz) weight IT lb N
LUMBER 61 Promde mechanical connection(by others)of Inns
TOP CHORD 2 X 4 SPF No 2 SOT CHORD to bearing plate capable of vathstandng 94 to L03 at
SOT CHORD 2 X 6 SW 1650E I' and E 2-4 = -4/4 pant 2 a 56 D uplift at pint 4
WEBS 2 X 4 SPF Stud WEBS 7)Al Plates 20 Geuoe Unless Noted
3.4 = -120/7t
BRACING
TOP CHORD NOTES (7)
Sheathed or 4-10.8 oc purlins 1)Wind ASCE 7-98.100rrph,h=251L TCDL=4 2uel.
BOT CHORD BCDL=S Opsf,Category it.Exp C.enclosed,MWFRS
Rigid ceiling directly applied or 10-0-0 oc bracing gable end zone,cantilever left and right exposed.end
vertical left and right exposed.Lumber DOL=1 33 plate
REACTIONS(Usize) gnpDOL=133
2 231/0-3-8 2)As requested,plates have not been designed to
4 151/101echawal provide for placement tolerances or rough handling
Me.Herz and erection conditions ft is the responsibility of the
2 = 6e(load case 2) fabricator to increase plate sizes to account for then?
Max Uplift factors
2 -94(load case 2) 3)'This truss has been designed low a live load of
4 - -56(k)ad case 2) 20 Opsf wx Die button ctwzd in all areas whore a
rectangle 3-6-0 tat by 1-0-0 wide will tit between Vw
FORCES (b) Woom elwxd and any other rrernbers
-maUnium Compros5iorVMo�lmum Tension 4)Rofor to girders)for truss to inns COnnection5 a
TOP CHORD 5)Boann at jouts)2 conadors
g parapet to grain value
on
w
1-2 = (V9 2-3 = -41V4 using ANSU7P1 1-194`i'*'9ei In gran fnrmda
Fk)T r'HORD F4,01ng.l.sig or should linty capiwity of having
00
2-4 = -4/4 qurfwO
JDI� Puss Nss ype PM
0407145 PC
TRUSS
Reference onal --c
Truss Engineering Cap,Indian Orchard.MA 01151 5 200 s Dec 2 2003 Mi Tek Industries.Inc Fn lul 16 If 52 59 2004 Page I _ 3
'n
5-4-8 y
-- -- - -- ---- - ------���� — -- -- 5-4-8 — - —
24 II _ - --- Scala 1:112
7 w
u
A
mW
A
J
a.sa
Q
T1
2
91
4
2411
1.7e F12
30=
(7
5r4-8
5-4-8
Plate Offsets(X,y) 20.1.10.1-8
H
LOADING(psf) SPACING 2-0-0 CS! DEFL In (loc) yde6 Ud PLATES GRIP n
TCLL 350 Plates Increase 1 15 TC 061 Vert(LL) rva rva 999 MI120 t971144
TCDL 70 Lumber Increase 1 15 8C 076 Vert(TL) 010 1 >154 180 u BOLL 00 Rep Stress Incr NO WB 004 Horz(TL) -0 00 4 rva rva
am 100 Code IRC20MANS195 (Matrix) Weight IS lb N
LUMBER 6)Provide mechanical connection(by oVvrs)of truss
TOP CHORD 2 X 4 SPF No 2 BOT CHORD to Dearing plate capable of wthstanding 159 D uplift at
BOT CHORD 2 x 4 SPF No 2 2-4 = -6/6 joint 2 and 90 b uplift at pent 4
WEBS 2 X 4 SPF Stud WEBS 7)Al Plates 20 Gauge unless Noted
3-4 = -199/115
BRACING
TOP CHORD NOTES (7)
Stwathed(r 5-4-8 oc puibns 1)Wind ASCE 7-98.100mph,h=25n.TCDL=4 2pst,
BOT CHORD BCDL=5 Opst.Category 11.Exp C.enclosed,MWFRS
Rigid calling directly applied or 10 0 0 oc bracing gable and zone,eanOlevor left and no exposed.end
vertical left and no exposed,Lumber DOL=1 33 plate
REACTIONS(Io/smze) gnp DOI1 33
2 = 384/0-3.14 2)As requested,plates have not bAen designed to
4 = 250/Mechanlcal provide for placemert tolerances or rough handling
Max ltoz and erect,on Conditions It Is tyre responsibility of the
2 = 99(load case 2) Fabricator to Increase plate sizes to account for these
Max Uplift fe3ors
2 15901 case 2) 3)'This Muss has been designed for a I loaf of
4 = -90(toad case 2) 20 Opsf oh the bottom chord In as areas whore a
rectangle 3-8-0 tas by 1.0-0 wde wt M t 9tvv"wl 0.v
FORCES III Woorn cl ma and any 011ld/rrWIIILbr]
Manmum CompresAWManmum Tension 4)Rotor to girder(s)for truss to Inns�vrw"_Dons
-TOP CHORD 5)Bearing a!polls)2 considers p.KE16•I to grain value m�
1-2 = O14 2.3 = - K63 using At,11 I/Ti'I 1-1995 an7kr to,p. I—An y
allT C1AN+D Rl xkenq�ibv�lner vxx xd vnnlV'np'. dv nt Mwnng h
2-4 z -Fd6 VKtaf:P
tp
L
Job • muss rims ype — av -
O40T145 Got ROOFTRlISS 1
--____ — - ---_----`--- 2 JobRefaence
Truss Engineering Corp.Widen Orchard.MA 01151 5.200 s Dec 2 2003 MTek Industries.Inc Fn Jul 16 11 52,59 2004 Pop 1
'q
6-10-3 , 10-11-2 i 13-4-15 1 17-0-5 ,
4-4-6 2-5-13 4411-15 2-5-13 4-4-6
Sees 1213
_ U
�AWp
A
erttA M7e- -"I
4.4= oQ
Z„fw Z 4 V
3XIII: 3x6
z -- e
ftt
e _
10 = lxtt= 7
3*4= 1AM II 1Ax4 II 3x4_
3se
11,43rill Sell
t 4-4-6 _ _ 6-11-5 10-10-0 T_ 13-4-15 , 17-9-5 ,
4-4-8 2-6-15 3-10-11 2-6-15 4.4-6 S
Pies,Ofhds y 1 0.2-0,0-41a. 3 0-64. 2-0, 6 0.2-0.0.0-14 -4
LOADING(Psf) SPACING 1-6-0 CSI DEFL in floc) VdeR Ud PLATES GRIP
TCLL 350 Ptdes Increase 1 15 TC 026 VeMLL) -0 23 8-9 :909 240 M1120 t9711"
TCDL 70 Lumber Increase I I5 BC 042 Vert(TL) -0 34 8-9 625 180 Mu16 127/82 u
BCLL 00 Rep Stress lno NO WB 018 Horz(TL) 011 6 n/a rVa
BCOL 100 Code fRC2000/ANSI95 (lrletrrr) weight 129 D N
LUMBER --- -- ---- NOTES (13) -- --6)As requBsted,plates hell not been designed to —-
TOP CHORD 2 X 4 SPF No.2 TOP CHORD 1)2-ply truss to be connected together with 100 provide for plecernerx tobrances or rough handling
BOT CHORD 2 X 6 SPF 1850E 1 5E 4-5 = -439711433 Common(148'k3-)Nets as foedns and erection condtions I is tfe respo nstbely of the
WEBS 2 X 4 SPF Stud 5.6 = 4043/1308 Top chords connected as fobws 2 X 4-1 row at fabricator to increase ptete sizes to account for these
BOT CHORD 0."oc factors
BRACING 1-10 -1271/3857 Bottom chords connected as follows 2 X 6-2 rows at 7)AN plates are M120 plates unless of erwse
TOP CHORD 9-10 I279/3885 0.9-0 oc indicated _
Sheetlned or 5-9-13 oc pur/ns 69 1442/4454 Webs corrected as tofbws 2 X 4-1 row of 0-9-0 oc 8)'This truss has been designed for awe bad of y�I
DOT CHORD 7-8 = -1245/3894 2)All beds are considered equally applied to all plies 20.Opsf on to bottom chord in al areas where a
Rigid calling directly applied or 10-0-0 oc bracing 6-7 = -123813870 except it noted as hart(F)or back(B)face in the roclangle 3-6-0 tall by 1-0-0 wde will fin bob"on the
WEBS LOAD CASE(S)serton Ply to Ply cornechons have bollom chord and any otter mernbers
REACTIONS(Ibhize) 2-10 = -2041104 been provided to dslnbule onty beds noted as(F)or 9)Bowing at prat s)1,6 considers parallel to grain
1 = 91710.2-0 2-9 = -256(775 (B).unless of eivase indicated vreue using ANSVTPI 1-1995 angle to grain krmaa
6 = 917742-0 3-9 = -257/832 3)Lknbalanced root we bads have been considered Braking designer should vent'capacity of beanng
Mar Horz 18 = -357/146 for this design surface
1 = -30(loed case 5) 4-8 = -224/195 4)Wnnd ASCE 7-98.IOL)mph.h=254.TCDL=4 2pst, 10)Prowde mechanical connection(by liners)of
Max uplift i8 = .218/G65 BCDL==5 Opst,Category 11.Ev C.encbsed.MWFRS truss to bowing fide at fort(s)1,6
1 299(load case 21 5-7 163M gable and zone.cablever left and right exposed end 11)Prowde mechanical connection(by liners)of
6 2"kitid case 3) vertical WR and ngM exposed.Lumbx DOL71 33 plate truss to bearing plate capabb of mthstadrig 299lb
grip DOL. 1 33 uplift at fart 1 and 299 A uplift at fart 6
FORCES (lb) 5)Provide adeuude,Lanagv k,txever4 water 12)Special haiw(s)or oenvr,;one!tion dowcv(s)
• Mammium,CaagressioNMe imum Tonsion ponding shall too providod sufficient to support concerbalod nrl�t
TOP CHORD l0ad(S)230 Olb dowrn and 99 9b LIPat 6 11 d�1.an
1-2 = -4029/1316 2-3 = -451.V 1493 23O qh Arwn and 99 9e lip d I0-142 on tXAtrxn p
t-4 = J335/1424 chord The desngVselo tiara of snrh spade
con eciico dawce(S)i%the reswwrl rrity of other',
0
Job Nos 71:71SS
0407145 SOt 11ply 1
lJobReference(optional) _ --- '--------
Truss Engxweang Corp.Indan Orchard.MA 01151 5 200 s Dec 2 2003 MTok I nA>stnes,lK Fa Jul 16 11 53.00 2004 Page 1 ..
.n
-1-0-0 2-7-9 7-7-7 1 10-4-9 , 15-4-7 , 19-" 1 19-0-0 1 0
1-0-0 2-7-9 4-11-14 T 2-9-2 4-11-14 - -_-_ 2-7-9 1-0-0
w
J
2JR F2 4xr2= 434= O
e S
US: vu ahle zl� 0
3" () ah14 II
4"� W2 �.
2 13 12
axe= 4.9= � V
3x7 11 axe 11 axe zz axe!) 2117 11
`O= 1.tl 1?
axe i�
2.00 r
fi
3-0-5 7-7-15 10-4-1 14-11-11
340-5 4-7-10 2-8-2 4-7-10 3-0-5
8
Plate Offsets X Y 2 0.2-7., 2 0-2- ,0.9-6, 2 0.0.4.0-1-5 8 0-3-2. 9 O-0-4 0.1-s. 9 0-2-15.0-9-6. 9 0.2-7.1-6-4. 12 0-5.0.0-2-0 _-1
LOADe4G(psf) SPACMIG 1-4-0 CSI DEFL n (bcl Vdeft Vd PLATES GRIP
TCLL 35 0 des Increase 1 15 TC 043 VOMLL) -0 19 12-13 >999 140 Mt110 19711"
er
TCDL 70 Lumb Increase 115 BC 0150 VeMTL) -02912-13 >744 ISO
SCLL 00 Pep Stress lner YES WB 016 KN7(TL) 014 9 Na Na
t3CDL 400 Code iRC2000/ANS195 (Math.) Weight bob ►�+
LLMMIER NOTES (a) 8)Al Plates 20 Gauge tk4ess Noted
TOP CHORD 2 x 4 SPF No 2 TOP CHORE) 1)Unbalanced root eve bads hays been considered
BOT CHORD 2 X 4 SPF No 2 2-3 = -19921537 for txs design
WEBS 2 X 4 SPF Stud 3-4 = -1921/537 2)Wind ASCE 7-98,100mph.h=25ft,TCDL=4 2psf,
WEDGE 4-5 = -2148/565 BCDL=5 Opsf,Category 11.Eim C.enclosed.MWFRS
Left 2 X 4 SPF Surd. 5-6 = -20771543 gable and zone.cantilever left and ngtt elgnosed.and
Riga 2 X 4 SPF Sad 6-7 = -214WS40 vWbcal left and right exposed.Lumber DOL=1 33 plate
7-8 = -1927/523 gnp DOL=133
BRACING 6-9 = 1995/522 3)Provide admiate drainage to prevent water ', Z
TOP CHORD 9-10 = 0/s ponding
Sheathed or 3-7-8 of,purens SPOT CHORD 4)As requested.plates have not been designed to
BOT CHORD 2.14 = -50IM825 provide for plecemers tolerances or rough handing
Rigid ceiling Aredy,applied or 8-3-2 or.braring 13.14 = -49111937 and erection conditions Itth is e responsibility of the
12-13 = -514/2076 fabncator to Increase plate sizes to accart for these
REACTIONS(Wsize) 11-12 = -45471840 factors
2 61W 30_8 .11 = -65&1827 5)-this truss has been desgned for a eve bad 01
9 = 67W3_8 WEBS 20 Opsf on the bottom chord in al areas where a
s4ex fort 4-14 - O/93 rw targle 3-&0 tag by 1.0-0-de will ht between the
2 = 37(bcd case 4) 4-t 3 - W373 b Aom•:hard and is ry other members
Men L4AR 5-13 - -39068 61 Bearing at pirit(s)2,9 comders parallel to green
2 - -224(bad case 2) 5-12 = -242/244 vAw using AAISt/TPI 1-1995 angle to gran Iormuls
9 = 224(bad case 3) 6 12 = 461270 aniuJinlg designer should verity capwiy,of bearing
7 12 = 911372 surface
P
FORCES (1h) 7-1 1 = {Y93 7,"'.4.merho 'a1 crinna.Ifn n(by others)01 trnKs p
Maxmllim i'drrKre4shnrJMnwm fin twhcfon 1r,n<.,nin1 pore cApAtip of witlistanrino 724 It,fort V ~
ap
TOP i:HGRD 1i+rY:xxl 224 1h fiplt it lnml:1
1-2 = 015
Job fuss cuss ype O1y PN --
O407/45 S02 ROOF TRUSS 1 + "'
-- —- -- - ---- 7Jobe(optone0
Truss 16 11 53 00 20
E IncFn _ 3
/1pr1••dr19 Corp.Indian Orchard,MA 01151 1 5.200 s Dec 2 2003 NeTek Industries. Jul . M Page 1
'rl
-1-0-0 5-8-1 9-3-8 9-8-10 12-0-15 184)-0 1T-0 r
14)-0 5-8-1 2-7.4 1-5-5 2-7.4 5-8-1 14W 4
W
W
2A7�
U12- 4x4= ��
-I
4 6 0
6xtt z t7
$02 O
C
2 • C)
4A6 W2 w2
2 6x6= 5xtt=
2x7 11 3hA 11 I A3 F12- 2hA 7t 7x7 I! Pq
3u6 2-••rff ]ills
640-3 8.4-0 9-8-0 11-11-13 18411-0
84)-3 2-3-13 1.4-1 2-3-13 6-0-3 8
Plate Offsets X,Y 2 aa8.a+-8. 2 0-2-15.0- 6 2 0-2-7,1-64, 7 0-0-8.0-1.6. 7 0-2-15,0-9.6, 7 a2-7.1-6-4 -i
LOADM4G(pst) SPACING 14-0 CSI DEFL in (tic) Ydeft Ud PLATES GRIP
TCLL 350 Plates Increase 1 15 TC 053 Vert(LL) -0 19 11 >999 240 MI120 19711"
TCOL 70 LurOer Increase 1 15 BC 066 VWUTL) -0 28 11 >747 180 u
BOLL 00 Rep Stress;Inor YES WB 0 14 Hof2(n) 015 7 NO Na
BCDL 100 Code IRC2000/ANSI95 (Matnx) Weight 61 lb
LUMBER NOTES (9) 8)Design assumes 4x2(flat orientation)puAns at oc
TOP CHORD 2 X 4 SPF No 2 TOP CHORD 1)Unbalanced roof Mva beds have been considered spacing indicated.fastened to buss TC vd 2-iOd rails
BOT CHORD 2 X 4 SPF No 2 1-2 = O15 for this design 9)All Plates 20 Gauge Unless Noted
WEBS 2 X 4 SPF Stud 2-3 = -2123/548 2)Wind ASCE 7-98.100nph,h=25ft,TCDL=4 2pst.
WEDGE 3.4 = -1803/457 BCDL=5 Opst.Category it.Exp C.enclosed.MWFRS
Left 2 X 4 SPF Std. 4-5 1745/431 gable end zone,cantilever left end ngM exposed,end
Rlgtt 2 X 4 St>F Stud 5-6 = -18M438 vertical left and no exposed Lumber DOL=1 33 plate
6-7 = -2122/523 grip DOL=133
BRACING 7-8 = 0/5 3)Provide adepuate drainage to prevarlt water
TOP CHORD DOT CHORD pondm9 L v
Sheathed a 3-9-3 oc puxens.axcept 2.12 = -509/1960 4)As requested,plsles Cleve not beer)designed to /�
2-0-0 oc puxsns 14-5.3 men 1 4-5 t 1-t 2 = -501/1986 prbmde tdr placement tolerances or rough handling RN1'
BOT CHORD 10-11 = -38N1738 end erection conallio ns ft is the responsibility of the
Rigid telling directly applied or 8.2-5 oc bracing 9.10 = -4431IW5 fabricator to increase plate sizes to account for these
1-9 = 451/1958 ferWs
REAC11ONS(D/mze) WEBS 5)'this buss has been designed for a k"bad of
2 = 6 7810-3-6 3.12 = O/159 20 Opsl on the bottom chord in all areas where a
1 = 67803-8 3-11 = -341/135 rectangle 3-1L0 tell by 1-0-0 wide-1 hl beNveen the
Hex Mont 4-11 93/331 m boto chord and artyther o nv�nhbers
2 - .44(lbed Case 5) 4-10 105✓119 6)Bearing AyArt(s)2.7 consrdws pwaM to gran
Max tlpift 5-10 - -72/331 value"ng ANSIRPI 1-1995 angle to gran foinvola 'p
r = 220(bad case 2) 6 t0 = -3351139 Bolding designer should verity capanty of boannq r�
7 2201loadcaso 3) 6.9 = N756 ,dace
7 f Priwnlo rnerberxrm,onnwcbon(by otars)of tirtm ph
FORCES (n) In tin nrxJ plA.copahle of-thslandmg 220 lb upMft+t 4p
MAnmum i,rar4ressrrXVl.W.nmxn TerhSrnn N>tnt 2 Am 2AI Ib hthlR V p-rt 7
ti
i
00
O
y
r \
AW (15 2O4
South Windsor
BUILDING DEPARTMENT
is can tOAM ML no • M" ""I"
Thla rAMMd 044 We Vas atlr ROMOGNOft M 400 taw
wow*4N 1M~m" &AMIN M SAOMAWg a M
srevAd d
.ac e—mf� c)�— ,.
tosettter witfl anten"Prits stated in epp kation and
tfiod with plan and 1 agree to Comply with all awdng.
II4aba" •nd stst• laws and such orders •s aha#1 bo
uwel by the Bultding Department during pendency
,If ilh!s application and final issuance of a awiMty
w+lt.
AIM M �SwN eMpet » tM oowd"Ma that
eAwe en1 rtsptt�titts te�efatMf{ Ott Obe" 10
twtflyb� +Ad►.
wrMlrnM1/hMwM wseei low 0"
�� = n
Electric # I ci a Z APPLICATION FOR BUILDING PERMIT
Plumbing# 20 Porter Green Date
HVAC #
Sprinkler# 30886 pG
FINAL R - Estimated Cost $, G )6
Buildings► ' . .r i ( — ---- -- --- ---- - Permit Fee $TT�/�
En nee n �� COMPLETE RED BOXED AREAS Occupancy Fee $
Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $
Appr. for COii SIGN ON REVERSE SIDE
Total Fee $3�s
TO THE BUILJQ G DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following:
Applicant Location of Work -r ' C ``' Lot No.
Applicant's Address 6 (S o Y Tel.#
Town 'z Zip Lic.# S 23
Owner Architect
Owners Address P�-f - Architect's Address
Zip Zip
Sq. Ft. New Area: t st FI. 2nd FI. 3rd A. Total New Area
Purpose of this permit j k X 1 Z
02 Waterp-, Well❑ Septic Systemo Sewertl—
Ins: HO SP Cert. ea Basemen Garage
—
Approved by Date Use Group Construction Type -�
Revised W02
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.
Signee — ----_
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
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
-------------------------------------------------------------------------------
**-30886-B 21,000
BO1 FOOTING 08/27/04 CJD A
B03 FRAMING (ROUGH) 09/29/04 PJP A
E03 ROUGH 09/29/04 PJP A FIRECAULK, CALL FOR INSULATION INSPECTION
B04 INSULATION 10/05/04 JFF A WALLS AN CEILING R13 AND R30 LEFT APPROVAL NO
NOTICE
B10 FINAL 11/29/06 JFF A WITH OWNER
**-19282-E 500
Electric # APPLICATION FOR BUILDING PERMIT
Plumbing# //33 20 Porter Green
HVAC # Date: q 2(p—U3
Sprinkler# 30100
Estimated Cost
FINAyn
RO Permit Fee $ /
Building`/ G � COMPLETE RED BOXED AREAS
Enginee Occupancy Fee $ /U
TYPE OR PRINT ONLY Eng. Insp. Fee $
Affidavit CO. o SIGN ON REVERSE SIDE
pp Total Fee $
- - -- --- - --- ----- - - - -- ,?S C-6
TO THE B41LING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following:
Applicant UA(ti G0_ J n 'Location of Work W&.AC_r' Lot No.
Applicant's Address a O l ark r 6 r e eeN del.# (p!j+S"S,
Town Zip -Lic.# A&
Owner Architect
Owner's Address Architect's Address
So..J1� ;n Jd or (-VI Zip (3(n t `/ Zip
Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area
urpose of this permit Co a.., 1 ,a 21er --j�C-uT'ew
City Watero Well❑ Septic System❑ Sewerr-]
Ins: HO SP Cert. Area Basement Garage
Approved by I Date u*'a 3 Use Group Construction Type
Rovlssd 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 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 k)cated 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
A
Electric # APPLICATION FOR BUILDING PERMIT
Plumbing#
HVAC# `�� or�2r r«� Date: 3.2U-/7
Sprinkler# I I �'� Estimated Cost $ A 4/00.0-0
FINAL APPROVALS
Building COMPLETE RED BOXED AREAS Permit Fee $
Engineering Occupancy Fee $ 16
Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $
Appr.forCO. SIGN ON REVERSE SIDE 4
Total Fee $ 2.5
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following:
Applicant a ai _ _ ___ Location of Work ZO?--,(jet- Crre.N Lot No.73 __
Applicant's Address 20 offer Gree w., Tel
Town SoJf-1—w.ASnr GT _Zip n a� Lic.#_
Owner — Snry%* — Architect
Owner's Address Architect's Address
Zip Zip
Sq.Ft.New Area: t st FI. FOX t 2nd FI. 3rd FI. Total New Area
Purpose of this permit _�►-1� �� +{at 401;, a, C o"c r e At 5 I a 1� 0 J+S j 4 k D
City Water J Well J Septic System J Sewer J 201 7C v 2'y.7
Ins: HO SP ert. Area Basement Garage
Approved by Date I Use Group 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
INSPECTION FIELD SHEET 04/19/22
Printed by Middleton, Morgan 15:51 20
INSPECTION: 93535 FINAL PERMIT:
STATUS
APPLICATION: 201700247
LOC: 20 PORTER GREEN
SOUTH WINDSOR
PROPERTY ID: 73900020
OWNER: GAGAIN RUSSELL A & KELLY M
CONTRACTOR:
REQUEST BY:
PROJ DESC: INSTALL HOT TUB ON CONCRETE SLAB ON GROUND.
WORK ORDER:
INSPECTOR: ROSE RESULT: PASS
REQUESTED: 06/14/17 PRIORITY:
SCHEDULED: 06/23/17 AM COMPLETED: 06/23/17
UNPAID FEES .00 Date Time
MILEAGE: .00 TIME: TRAVEL ONSITE
COMMENTS:
RUSS ® 860-970-9869
ALL INSPECTIONS:
INSPECTED INSPECTOR RESULT INSP DESCRIPTION
06/14/17 ROSE N/A B001 FOOTING
06/14/17 ROSE N/A B002 FOUNDATION
06/14/17 ROSE N/A B003 FRAMING (ROUGH)
06/14/17 ROSE N/A B004 INSULATION
06/14/17 ROSE N/A B005 FIREPLACE / CHIMNEY
06/14/17 ROSE N/A B006 WOOD / GAS STOVE
06/14/17 ROSE N/A B009 OTHER
Electric # _ AgPLICATION FOR BUILDING PERMIT
Plumbing# 2 0 Porter Gr
HVAC# 12000166 FDate:
Sprinkler# Estimated Cost $ S, eoO
FINAL APPROVALS Permit Fee $ 7 r.
Building COMPLETE RED BOXED AREAS Occupancy Fee $ io.
Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $
Affidavit - ► SIGN ON REVERSE SIDE
Appr.for CO. Total Fee $ IjS,o 0
TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ *Y
The undersigned hereby applies to do work according to the following:
Applicant Locationof Work Zo Po()rr Cx%.,.., Lot No. 7.3
Applicant's Address it Fo4er (ru, Tel #
Town Sa 04-1 L0,.,a 56 r Zip b(eo7x Lic.# koH,t o y►+-.
Owner Architect
Owner's Address Za o,4a Gr<c!,., Architect's Address
Zp Zip
Sq.Ft.New Area: 1 st Fl. (090 2nd FI. 3rd FI. Total New Area
Purpose of this permit k A7,10 bCk er� -tu L,eus,_
City Water❑ Well ❑ Septic System 0 Sewer 0
Ins: HO SP Cert. Area Basaxnt Garage
Approved by Date ' -lam Use Gro onstruction 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��G /�tl��dwa�
I hereby apply for a Certificate of Occup ncy for the work described in this application for the permit.
Signed - W- 9v"/-4r--
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
INSPECTION FIELD SHEET 04/19/22 /
Printed by Middleton, Morgan 15 50 24
INSPECTION: 47639 FRAMING (ROUGH) PERMIT:
STATUS:
APPLICATION: 201200398
LOC: 20 PORTER GREEN
SOUTH WINDSOR
PROPERTY ID: 73900020
OWNER: GAGAIN RUSSELL A & KELLY M
CONTRACTOR:
REQUEST BY:
PROJ DESC: BUILD A DECK OFF OF THE BACK OF THE HOUSE.
WORK ORDER:
INSPECTOR: DOUG RESULT: PASS
REQUESTED: 05/15/12 PRIORITY:
SCHEDULED: 05/15/12 AM COMPLETED: 05/15/12
UNPAID FEES: 00 Date Time
MILEAGE: 00 TIME: TRAVEL ONSITE
COMMENTS:
RUSSELL 0 860-970-9869
ALL INSPECTIONS:
INSPECTED INSPECTOR RESULT INSP DESCRIPTION
04/26/12 DOUG PASS B001 FOOTING
B002 FOUNDATION
BO10 FINAL
E003 ELECTRIC ROUGH
2000128 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 03/16/2020
GIS ID: 73900020 FEE: 90.00
MUNIS APPLICATION# 202000423 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: SOUTHERN NEW ENGLAND WINDOWS LLC ADDRESS: 20 PORTER GREEN
ADDRESS: 10 RESERVOIR ROAD OWNER: GAGAIN RUSSELL A&KELLY M
20 PORTER GREEN
SMITHFIELD, RI 02917
DESCRIPTION OF WORK: INSTALL REPLACEMENT PATIO DOOR
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
3/16/2020 4:01 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1700172 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 05/03/2017
GIS ID: 73900020 FEE: 15.00
MUNIS APPLICATION# 201700247 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: GAGAIN RUSSELL A&KELLY M ADDRESS: 20 PORTER GREEN
ADDRESS: 20 PORTER GREEN ", OWNER: GAGAIN RUSSELL A&KELLY M
SOUTH WINDSOR,CT 06074 73 20 PORTER GREEN
w SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: INSTALL HOT TUB ON CONCRETE SLAB ON GROUND.
4 R:
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
5/3/2017 3:40 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
12000166 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 04/17/12
GIS ID: 73900020 FEE: 75.00
MUNIS APPLICATION# 201200398 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: GAGAIN RUSSELL A&KELLY M ADDRESS: 20 PORTER GREEN
ADDRESS: 20 PORTER GREEN OWNER: GAGAIN RUSSELL A&KELLY M
SOUTH WINDSOR,CT 06074 73` 20 PORTER GREEN
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: BUILD A DECK OFF OF THE BACK OF THE HOUSE.
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
4/17/2012 2:50 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1700118 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 05/04/2017
GIS ID: 73900020 FEE: 15.00
MUNIS APPLICATION# 201700247 BUILDING DESCRIPTION:
APPLICANT - LOCATION
NAME: GAGAIN RUSSELL A`&KELLY M ADDRESS: 20 PORTER GREEN
ADDRESS: 20 PORTER GREEN ` OWNER: GAGAIN RUSSELL A&KELLY M
SOUTH WINDSOR,CT06074 73 20 PORTER GREEN
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: WIRING TO HOT TUB. 220V/50A SERVICE.
1 <
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
5/4/2017 11:28 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE