HomeMy WebLinkAbout11 CHAPONIS WAY Electric # APPLICATION FOR BUILDING PERMIT
Plumbing#HVAC# clhat2nl S W:Lj Date: 9- / f'/ 7
S rinkler# T
p FINAL APPROVALS 1-760,55 Estimated Cost $ L� wa-w
Building COMPLETE RED BOXED AREAS Permit Fee $ 7o-s.
Engineering Occupancy Fee $ •s-
Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $
ApprJorTRU .DINGGir
- SIGN ON REVERSE SIDE t
Total Fee $
TO THE DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ S53
The undersigned hereby applies to do work according to the following:
Applicant n� I k&, Location of Work I 1 544ALOAA r Wt7 Lot No. QL
Applicant's Address c V Tel # ,O-
Town W -NaS%R— Zip 6 607 4- Lic.#
Owner jr ,, ,,k �r AIA � Architect_ %.3
As A
-
Owner's Address �— Architect' Address 1-V 64y, 10 _C• � . C 1
Zip - Zip 6 1
Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permit
City Water--� Well J Septic System J Seweya'
2
Ins: HO Sr Area Basement Garage
Approved by Date LO- 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 i this IIdi an is ssLlowed.
Signe G—
1 hereby apply for a Certificate of O��yy�ncy for the workfie cribed a application for the permit.
�Y��((yy ✓1 w� /S
Signed t
DO NOT WRITE BELO THIS LINE
6C41A e INSPECTION COMMENTS
RECEIVE-ij
SITE COMPLIANCE CHECKLIST
TOWN OF SOUTH WINDSOR,CONNECTICUT SEP 1. 8 017
*****BUILDING PERMIT*****
ADDRESS I S r N;N
LOT/UNM-L—Reviewed by /�
CONTAC17/1)E%LgAnna 416 le, .Lr1c Date Reviewed 9��$/n p e enied
PH# o�� l 7d SS Reviewed by7A_(Planning)
Date Submitted U ( Date ReviewedUPJ/r/-) P Denied.
Reviewed by (Health Dept)
Date Reviewed_Approved/Denied
In accordance with the Zoning and/or Subdivision Regulations,prior to the building of any structure on a lot,a Topographic
Plot Plan shall be submitted for approval. The minimum requirements shall Induce:
Approved Denied N/A
1. Name,address&phone number of
owner/ant
2. Name,address&phone number of plan
Preparer
3. Zoning khrination—Le,zone,open space,
floodway,street address
✓� 4. Plot Plan at 1'=Vsrale
A. Subdivision referenoe,abutting properties,etc.
b. Easements of record,
C. Lot description,bearings,buikfing lines,
dlstances;area,etr~
d. Conitorus,oM9&proposed,1 Or 21L interval
where appropctate••
e. Building ba*Dn with dimensions~Elevations of
proposed finish floor,garage floor¢erline
of road at driveway
f. Elevations of gravity drainage systems,san"
kfo undation drain at the house and the street
g. Tentative utility location(gas,water,electrirt
septic system,etc.
✓ h. Title block with name&address of preparer,
date,appropriate'ceRification,live seal&live
stgnatu a consistent with the Board of.
Registration requirawts.(P.E.&L.S.)
S. Sedimentation and erosioo control
6... Special Plarrdng&Zoning,Inland/Wetlands
considerations(Plans on file w[rown Clerk)
ODMMM:
s/engtneering/molloy/building compliance checklist
INSPECTION FIELD SHEET O1/08/18
Printed*by Foreshaw, Dayshell 16 09 59
INSPECTION: 98187 FOOTING PERMIT:
STATUS:
APPLICATION: 201701258
LOC: 11 CHAPONIS WAY
SOUTH WINDSOR
PROPERTY ID: 18270011
OWNER: MANNARINO BUILDERS LLC
CONTRACTOR:
REQUEST BY:
PROJ DESC: NEW HOUSE.
WORK ORDER:
INSPECTOR: DOUG RESULT: PASS
REQUESTED: 09/20/17 PRIORITY:
SCHEDULED: 09/21/17 AM COMPLETED: 09/21/17
UNPAID FEES 00 Date Time
MILEAGE: 00 TIME: TRAVEL ONSITE
COMMENTS
ALL INSPECTIONS:
INSPECTED INSPECTOR RESULT INSP DESCRIPTION
09/25/17 ROSE PASS B002 FOUNDATION
REINF*
09/29/17 DOUG PASS B002 FOUNDATION
BACKFILL/WATERPROOFING
10/05/17 ROSE PASS B001 FOOTING
DECK PIERS & SUNROOM PIERS
10/05/17 ROSE PASS E002 ELECTRIC UNDERGROUND
UTILITY CONDUITS
11/13/17 DOUG PASS E003 ELECTRIC ROUGH
11/20/17 DOUG PASS H003 HVAC ROUGH
11/20/17 DOUG PASS B003 FRAMING (ROUGH)
MARK
11/20/17 DOUG PASS P003 PLUMBING ROUGH
11/20/17 DOUG PASS E001 ELECTRIC SERVICE
11/21/17 DOUG PASS B004 INSULATION
12/08/17 DOUG PASS P004 PLUMBING GAS TEST
12/20/17 FOLG PASS Z003 CO PLANNING INSPECTION
12/26/17 ROSE N/A B005 FIREPLACE / CHIMNEY
12/26/17 ROSE N/A P002 PLUMBING UNDERGROUND
kA1/08/18 DOUG PASS BO10 FINALS
Tight House Leakage Test Report#1
Report Prepared For: Mannarino Builders, a way-Souttr Windsor;CT
Prepared By: Nicole,Nutmeg Mechanical Services,Manchester,CT
Date Of Test: January 8,2018
Living Area: 2,170 square feet on 2 Story;3 Bedrooms:9 ft Avg.Ceiling Height
Wind Shielding: Normal suburban end Shielding Factor: 1)
Climate: Windsor Locks Bradley Field(S)(LBL Climate Zone: 2)
Temperatures: Inside=70°F,Outside=22°F,Depressurize from inside
Test Data: 50 pa House Pressure, 160 pa Flow Pressure on Ring C8,958 CFM
Leakage Areas and Sealing Potential
Calculated Optimum Leakage Area: 1.31 square feet,188.0 square inches
Measured Leakage Area: 0.79 square feet,113.4 square inches
Total Leakage Area is equal to a crack half an inch high by 19 feet long.
This house is already at or below the recommended Optimum Leakage Area.Only seal leaks if the
occupants are informed of the implications.After repair,intermittent ventilation may be beneficial,
especially during mild,calm weather. Although occasionally cracking windows may be sufficient,
Mechanical Ventilation capability is recommended,for example,an energy recovery ventilator,a
dampered make-up outside air dud into the return,and/or exhaust fans in the bathrooms/kitchen.
Air Exchange Rates:Annual Average, Manual J and Mechanical
Estimated Annual Average Air Change Rate: 4.23 per day,0.18 per hour
Estimated Manual J Air Change Rate: Winter=0.22 per hour or 72 CFM
(C=75 N=0.650) Summer=0.13 per hour or 43 CFM
Constant Mechanical Whole Building Ventilation Rate Specified By ASHRAE 62P: 52 dm
(assumes 43 cfm is also provided by building leakage)
Imbalanced Airflow Required to Pressurize/Depressurize(Approximate)
75dm=1pa 118dm=2pa 154dm=3pa 186cfm=4pa 214cfm=spa
Humidification/Dehumidification Requirements(Approximate)
Added Duct Leakage to Outside Winter to 35%RH(Add) Summer to 45%RH(Remove)
None +5.1 gallons/day -3.5 gallons/day
50 cfm +8.7 gallons/day -7.6 gallonstday
100 cfm +12.2 gallons/day .11.7 gallons/day
200 cfm +19.4 gallons/day -19.9 gallons/day
300 cfm +26.5 gallons/day -28.2 gallons/day
Maximum Acceptable Total Duct Leakage Per New Construction Codes
Based on Total Air Conditioner Size(5%of 400 dm/ton):
1.5 tons, 30 cfm,6 sq.in. 3.0 tons: 60 cfm, 11 sq.In. 4.0 tons: 80 dm, 15 sq.in.
2.0 tons: 40 dm,8 sq.in. 3.5 tons: 70 dm,13 sq.in. 5.0 tons: 100 dm, 19 sq.in.
2.5 tons: 50 dm,9 sq.in.
Or,it there is no air eondhoning,12.3 square inches(66 dm)for all the duct systems in the home,based on 3%of condrtloned floor space in CFM25
CFM @ 50 Pa=958 Air changes @ 50 Pa=2.943 ELA Reference Pressure=25 Pa
Infiltrometer 9.0,Copyright Comfort Institute 2000-2003 All Rights Reserved
SITE COMPLIANCE CHECKLIST
TOWN OF SOUTH WINDSOR,CONNECTICUT
***** FOR C OF O***** I S"WINOSOR PLANNNNO DEPL
ADDRESS 1 Ch0.Aon is 'l�?a� LOT/UNIT# C9 Reviewed by (Engineering)
CONTACT/DEV jMrA n n a Date Reviewed i i 1G ?A pro /Denied
PH# Reviewed by�(Planning)
Date Submitted I a-1 - 1 rl Date Reviewed l pprov Hied
Date Reviewed Approved/Denied(Health)
As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be issued until grading
plans have been complied with and approved by the Town Engineer. The minimum requirements shall include:
Approved; Denied N/A
1. Approved building permit plan
f2. Finish grading per approved
building permit plan
3. Site work; i.e.trees, shrubs,
dumpsters,required parking
•IX 4. Utility location;
a. sanitary sewer/septic systems
b. foundation drain
C. electrical&telephone
d. water
e. otherG ,'
.� 5. Sewer connection charge paid
6. Appropriate certification
7. Bonding
8. Planning&Zoning/
Inland Wetlands Considerations
a. Lighting
b. Signage
Freestanding Wall
C. Fee in lieu of Open Space
COMMENTS: (il�,'riL L.'� /mil��..Y /\i«c� ,^a✓�,. -SC�tr� or► FD �:w;f/.�f—
s/engineering/molloy/site compliance checklist
This horne has been professionally ins lat"with
Owens Corning'
PROPINK'L77 Loosefill 1 ! on
11 Job&*AddmW
Name ��h•ttir r0 �,,d4 'w', Iy� ----
Address 1,t (1
City CT Z�
Owens CornitW PROPINIC L77 Looss 911ufadon
Owens Corning vi N eocapt no responsibility when the product is not installed in aceadance Math ilia pr uct Stated R-vakm a provi mstalh the requited
number of baps at a thdtnesa rot lawn than the labeled mrnimurn thickness_installation d Iha required mbp,d bags nW yield more th thslu+safiad min,mum
thwhinees.Faira'e by the inetallar to prarids bcdh the required begs and at least the mininn nr ttrckness II raptrlt in lower inaulabon R-vN
Specification for Open Blow Attics Cwelagetihwbam based one inalrobagwoold32lbs.
Ai4w
taa,aaaaitnlwi airi.ac...�t �_ ,�
New Constrwton Retrof 11.9" amb-t rr+ aim
?] am oa 1 me9
Number:,1 b 5 — -- BOB „ t>
L -30 _ ,a„__ off.
am
SIIMAlef Ft Y m -- - aitm
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trarrd k mb" so"-LMW
1Fer Freda 3 640-4lnJ Pff64 � ti. alit frarANi
,4 as a r� e':a •,.t _Byer
Area of cover m 2rr t rut _ s a
(xl ply
110 .ram - - — -.,--� f IA 559 CS70_
,,.._ ?lea n
24
Other types)at Roone '
i wu"ion in attic a.� !' teraat %WW
g t.rr�i o.r.w �.wa+N >• E.a.r,n,
9 1, —iae 136i P Thicicrle98 OI _ay�
insulation It"Is CatlMdtalCeirn9
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Depth of previ �� - --- _ ---
ae �,eo ' .� xa
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n1 �, 5 tt�117
Contrncrw_��laa.h g41-1 DL itJtikbr t r
C f .JB.AZA4 P Company
Adabess 60 Address
Phone z , - z 5 -- 71 Phone
oWMs CORIwIC MSULATUIC SYNTEf✓ %LLiC `
ONE OVENS C'•ORMNG PARK WAY
TOLEDO,OHO.LMA 438501111 Al ad
is14100-00-PINK' el soer�fteCOml I I
Mh1aW.OteaaetOr0lr►p.0010 l�ldaRaaarrtat
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APPLICATION FOR HVAC PERMIT
TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT
1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230
DEPARTMENT DECISION
PERMIT NUMBER:
APPLICATION IS HEREBY: 170G
APPROVED: BLDG.PERMIT NUMBER:
DATE INSPECTOR
LOCATION OF WORK:
APPLICANT: OWNER: TYPE OF STRUCTURE:
NEW BUILDING
NAME:' C/ e'f- a 2 NAME:/ A-4 J-/n e ���a�S ❑ADDITION
PHONE NUMBER:O b D O s PHONE NUMB ERp 7 a S5� ❑EXISTING BUILDING
ADDRESS D ' r ADDRESS:�O C dL O ( Lf
s
�B /����r TYPE OF USE:o . 44L/4;7 o1Sa, Gc/
I�IESIDENTIAL ❑COMMERCIAL
HVAC INFORMATION: FURTHER DESCRIPTION OF WORK:
TYPE OF SYSTEM: yIHEATING x A/C
,1 HEATING:
TOTAL TOTAL HEAT LOSS(BTUH)4!! J� (HEAT LOSS SHEET REQUIRED)
DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.):
lie
ESTIMATED COST.
AIR CONDITIONING: `Q
DESIGN TEMP:OUTSIDEOc INSIDE 7,)-- °F DIFFERENCE j�- IF' FEE ENCLOSED: 1 p o C)
TOTAL HEAT GAIN(BTUH))P, 7 tl�(HEAT GAIN SHEET REQUIRED)
DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.):
FEE SCHEDULE:$ PER THE ESTIMATED COST. ROUND UP TO
THE NEXT THOUSAND ONCECE T THEE PROJECT IS$1.00 OVER (.26 CENT
EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE)
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 PERFOMANCE OF SUCH WORK.
CONTRACTORS LICENSE NO.:c.±�69� 6/ TYPE: - STATE:
SIGNATURE OF APPLICANT �� DATE: / —/ 1 —17
�'2�l'10 c2S�Z
11 Chaponis Way, Lot #2
HVAC Load Calculations
for
Mannarino Builders
400 Chapel Rd.
RitsumtbmAL
I
i
RHVACHVAC o ns
L
Prepared By:
Stephen P. Smith
Advanced Htg&AC
Thursday, November 16, 2017
Rhvac-Residential&Ught Coaornerclal HVAC Loads Elite software Development,Inc.
Advanced Htg 8 A/C 11 Chaponis Way, Lot#2
South Windsor,CT 06074 Page 6
System 1 Room Load Summary
Htg Htg Run Run Clg Clg Clg Zone Clg Air
Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM
---Zone 1 ---
1 Living Room 243 4,534 59 1-5 553 1,657 188 75 1.00 75 75
2 Dining 274 9,239 120 1-8 464 3,558 533 162 1.25 202 162
3 Kitchen 162 3,855 50 1-7 483 2,840 642 129 1.00 129 129
4 Foyer 203 3,690 48 1-4 572 1,098 157 50 1.00 50 50
10 Sun Room 169 12,920 168 2-6 559 4,823 727 219 1.00 219 219
Zone 1 subtotal 1,051 34,238 445 13,976 2,247 636 676 636
---Zone 2---
5 Master Suite 363 4,405 57 1-5 645 1,934 150 88 1.00 88 88
6 Bed 2 198 3,461 45 1-5 500 1,500 138 68 1.25 85 68
7 Bed 3 196 3,438 45 1-5 498 1,492 138 68 1.25 85 68
8 Upper Foyer/lav 203 2,058 27 1-4 448 860 838 39 1.00 39 39
9 Bonus 192 4,742 62 1-5 528 1,584 150 72 1.00 72 72
Zone 2 subtotal 1,152 18,104 235 7,370 1,414 335 369 335
System 1 total 2,203 52,342 680 21,346 3,661 971 1,045 971
System 1 Main Trunk Size: 14x16 in.
Velocity: 695 ft./min
Loss per 100 ft.: 0.060 in.wg
Cooling System Summary -
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh _Btuh
Net Required: 2.08 85%/ 15% 21,346 3,661 25,007
Recommended: 2.37 75%/25% 21,346 7,115 28,461
Equipment Data
Heating System Cooling System
Type:
Model:
Brand:
Efficiency:
Sound:
Capacity:
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT#
Application is hereby: TOWN OF SOUTH WINDSOR r p 6 SS
BUILDING DEPARTMENT
APPR 1540 SULLIVAN AVENUE
Permit#
IL 1 by� VE 644-2511 EXT.230 �'�do�S�
(Date) (Building lns for
Application must be printed or typed
FEE SCHEDULE Location of Job:
1 C Cl.DC)in\ VJ t)- �
$0-$1,000=$15.00 Street No. Stree Lot No.
Over$1,000-
$15.00 per$1,000 _
or any fraction thereof Tenant Designation Apt.No.
APPLICANT Q C-0
APPLICANT ADDRESS C�
APPLICANT PHONE#
�(0* N S F,9 OWNER
OWNER ADDRESS 0 v
Ow~ OWNER PHONE AU)
1 ESTIMATED COST $ uc4 d
C
IS THIS A CONTRACT CgST? ✓YES NO
FEE ENCLOSED$ L{y b
0 0
TYPE OF JOB: ft7 Z 2 S?
�SOR•Cod LNew Installation
Alteration/Addition Repair
Revised 12/22/11
APPLICATION FOR PLUMBING PERMIT (Continued from reverse side)
ZypOF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES L� NO
O BUSINESS CURRENT USE AND OCCUPANCY
O ASSEMBLY
O MERCANTILE
O EDUCATIONAL FUTURE USE AND OCCUPANCY
O FACTORY
O STORAGE ENGINEER'S NAME PHONE
O GARAGE
O MIXED USE ADDRESS
(Other please specify) CITY STATE ZIP
TYPE OF INSTALLATION SIZE OF MAIN DRAIN y
NO.OF TOILETS 3 STYLE NO.URINALS STYLE
NO. OF BATHTUBS�_ NO.OF SHOWERS I NO.OF LAVATORIES 3
NO.OF CONDUCTORS SIZE 3 NO.OF STACKS ) - SIZE 3
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 nl'ES O NO
SIZE OF WINDOW 2 X 2 IF NONE C.F.M.OF VENTILATOR
SIZE OF DUCTS SEWE OR SEPTIC TANK
SIZE OF WATER MAIN l } n SIZE OF WATER PIPING&RISER 9
WATER HEATER: TYPE \.u _l MANUFACTURER e �
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 c �% nssj4 DATE
APPLICATION FOR ELECTRICAL PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT 7 U y;7L.
AP"
1540 SULLIVAN AVENUE
y 6•� 644-2511 ext. 230 Bldg.Permit#
Date Building Inspec ,
�'7oa�S7
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$1,000=$15.00 zz -2
Over$1,000= Street No. Street Lot No.
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT 'S
APPLICANT ADDRESS Z- '7 f
�Sav�� �%%v/, �i-L- C -7 6 0 7 y
APPLICANT'S PHONE# glop— 6 el ` 761
OWNER /yl ,i�l �t�✓4 �� L� G G
OW N St
OWNER ADDRESS
0 F OWNER PHONE
C ESTIMATED COST$
IS THIS A CONTRACT COST? ✓Yes No
- ` FEE ENCLOSED$.
TYPE OF JOB: #� 33 D � 12,o
�SO R•CO New Installation 31 -*2 4
Alteration/Addition/Repair
�2d�� dlzsg
Revised 03/05/10
APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side)
TYPE OF B rrr. IN IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? WYES ❑ NO
V/RESIDENTTAL CURRENT'USE AND OCCUPANCY
❑ BUSINESS
❑ ASSEMBLY FUTURE USE AND OCCUPANCY zfe CZef Zy/V
❑ EDUCATIONAL '
❑ INSTITUTIONAL ENGINEER'S NAME PHONE
❑ FACTORY
O STORAGE ADDRESS
❑ GARAGE .
❑ MMD USE CITY STATE ZIP
(Otherplewe specif),)
TYPE OF INSTALLATION!WIRING,METHOD
SIZE OF SERVICE AGO 19":. SIZE OF MAIN CONDUCTORS ."
NUMBERS OF METERS _ NUMBERS.OF DISCONNECTS AND RATINGS
NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES '"NO
NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES. , NUMBER OF OUTLETS
NUMBER ., LIGHT FIXTURES_��O NUMBER OF HEAT CIRCUIT'S
NUMBER OF A/C CIRCUITS. _
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK—
THE UNDERSIGNED NEARBY 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
XF
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT_ � / ��) DATE to �7
NOTES -
h UU 1ING UKAIN LINt
TO DISCHARGE AT / 4 O` h '�' �` ; ' 'ro 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-300b-1
; GRADE / p�j THROUGH 20-300b-20 OF THE REGULA77ONS OF CONNECTICUT STAFF AGENCIES - "MINIMUM
4,o pQQo�'o= / i ��� ;` STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY 7HE
/ a J Q� oo ��•�`" / �ryo CONNEC77CUT ASSOCIATION OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY
2m4Cj� / vm77 SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2
So
e(o�2,3� p 5 , AND IS IN7ENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY.
SD,�\ �O, �• ^°, A6, o�0 49 ?SF F F Ri q Q '
2. REFERENCE PLAN -
\� F �F A.0 ` ' "PROPOSED SINGLE FAMILY RESIDEN77AL DEVELOPMENT CLARK ESTATES Il PREPARED FOR
24 ;r'OR
s 0 // O� �Rs U iN �. ,° o MANNARINO BUILDERS, INC. PLOT PLAN 100E CLARK STREET, SOUTH WINDSOR, CONNEC77CUT
c�v �_ pi-I<-, ; c, ;� .7 SHEET S-1 SCALE; 1 IN. = 40 FT. REVISIONS TO 6-20-16, ALFORD ASSOCIATES, INC., CIVIL
,
O^ ry
ENGINEERS, WINDSOR, CONNEC77CUT"
ORGY F `; ;?�
118.5 /9 �20 ' ' i 24 \ �' �``O G I ly IYiO = _
3 7 2 e / q�k 2. AREA OF UNIT 2 11,143 SQ.FT. 0.256 ACRES
124 '�,IV ' ' / 3. ZONE OF SUBJECT PARCEL IS DESIGNED RESIDENCE ZONE.
0
.TF 72 s 109 ^�
P MINIMUM YARD REQUIREMENTS.•
FRONT (ALONG CHAPONIS WAY) = 23 FEET
P ^ry , ILDINGS
Qgo /�`"m,(, 40-FOOMINIMUMT YARD ALONGBETWEENB7HE OVERALL PERIMETER
iy , , -V o q� 4. APPLICANT MANNARINO BUILDERS, INC., c/oROBERT MANNARINO
r,� Q �`V 400 CHAPEL ROAD, UNIT 3-F, SOUTH WJNDSOR, CT 06074
/ TEL. # 860-289-7055
'UNIT BOUNDARY 118.5 ��� 72, ty� �`� a �`� o`''�o° / o ���^ \ MAP PREPARED BY- ALFORD ASSOCIATES, INC.
(TYPICAL) / p0' �`" o °�, / \ ;- P.D. BOX 484, 200 PIGEON HILL RD., WJNDSOR, CT 06095
Q
6. ELEVA77ONS ARE BASED ON NAVO 88.
- N Qr2� 6g co
3 j 8�\' / 7�y o 2° %N 2s 4' y• 7. THERE ARE NO ZONING VIOLATIONS W177-1 RESPECT TO LOCATION OF FOUNDATION, IF ERECTED
' ~ AZ''re. AS SHOWN.
/ 8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVA7ON OF EXIS77NG UTILITIES PRIOR TO
hgNc �W, ^`O %`rye , 7::`��;TE _ ESTABLISHING FINAL GRADE OF PROPOSED FOOTINGS AND FOUNDATION. CONTRACTOR SHALL
FOOTING DRAIN LINE s <� / p� o' ` INSTALL TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL AND AT 7HE TOPS
TO DISCHARGE AT / �.�p� 30\s / ��6 �a �Q ��o �� \�_ OF SLOPES DURING FOUNDATION EXCAVATION. MIRAFI FABRIC SILT FENCE AND/OR TEMPORARY
/ i ' TF 1� wh s O / mac\ VEGETATION /F PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME.
9. DURING CONSTRUC7ON, M/RAF/ FABRIC CHECK DAMS ALONG SWALES MY BE REQUIRED BY
pry �10 •'/ %I o ry 26 ��,\• ry �' �.� TOWN STAFF.
C9� �� ` / ^ry 10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE
SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUC7ON
�, o�i °=o OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY
Qj
REWEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES
I2'� v / ��i �`' 00 '��s j � �c`� 11. PROPOSED HOUSE -
�? 12' Z ° o�N / m aN 40 `� j \�S2S' o°; �V ° PROPOSED GARAGE FLOOR = 126.5
G �P 1v ICJ
o/ v �N �1 /23 �� 9' °Q; p`�� �='� PROPOSED TOP OF FOUNDA77ON _
2 CV ^®ECK .o r 9 / 8 a ; �° ^� ,�, PROPOSED FINISHED FLOOR = 128.5 27.5
O
2 . 3 /
= 12S o a SAN. % 7 �� 3 g z°
z ; T ^N�ry APPROXIMATE WALKOUT BASEMENT FLOOR = 118.8 (9 HIGH WALLS)
o ^ G MH #2 2 4 '`�� �'} TOP OF FOUNDATION TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR
o v c <�
UNIT BOUNDARY / 117. 14 ✓FD�, 33 4 GRADE.
/Q u O S / -s�r1r \]Is 8 ^o`
(TYPICAL) / 5 118.0 7176 I S i h SAN• LAT. c -��G S EM 3 `,, _�7 USE GARAGE FLOOR ELEVATION TO SET GRADE OF HOUSE. ADJUST OTHER FLOOR ELEVA77ONS
29'-6" SAN.C�/6.89' � l/ ti-H f FL=116.5 ;' / ,N <�-� 14'`, 1,5� Vk
BASED ON THE ARCH17ECTURAL PLANS
y ;
-•-.�'�- ---- �` 126.5 1 % � �cd S , � G,M
1' N 30 54 22" E �F�� N Z _ \ �2s o
Q� SAN. LAT S NT 72'
66.08' - 151.62' "' G�� IN'A E A7ER E FL=116.
OPEN SPACE 85.54�-"'- _ rE,7V v%Q & PRhVA R pMDC EMENT � s
\ / ' 124 - R04 5' WIDE 1 S 34
co 11) .s
TO BE DEEDED THE C R1jC 0 125 3 �o� ^ N CONC. WALK 88 ��-
\ STA TES //" HOMEOIyN S TO
CIA 77ON .1 I + N I �' co '
� ;
, a � N
`y �� P ;N N N cn
e 0 1 11 >CDC CL 22.0' o
Foo�pF oo ', ��c, ; o o c>, BIT. CON . 'v I I w o M
o o ;v DRIVE ��) 1 � -�o`� ;
I ��� AC ' N 3.2'x9' N �j N ¢crz N N wo J HW -
�� O COVERED 2s.o; v I a v x W o,� LEGEND
STOOP th
`\ W \4' 7.5' , N _ 27. 3.7' vi o Zn �9c //�
STAIRS _' N � � 4.9' -� 25�s' � w-. � _ �N N N� � ' 13p_ EXISTING CONTOUR
_ _
1 1 0 �, ^ o a W- - - - 3 t o e111 0 x 130.0 EXISTING SPOT GRADE
I II -H o Z ; N p k S, C9 m N
N Z I �, u a 25. ' w N o W ;
�;oo m tO =o .� 3 130 PROPOSED CONTOUR
u) v1i��No n oM NIA n z� L=4 148 OC W w I ' S I _ SAN.;F
L=116.2t_'5 4.1 A= 0 525" i o � FD F - 7.5 0
PROPOSED SPOT GRADE
� LL`` w a S CV
GRADE TO DRAIN
12' /l 31.5'� S S c¢ -j u I l 35.7' 12.1'
W O
GA9 L_ ---EM Ld I / Nil, in / - �� STEPS SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE
.1 - 125 .2' o
2'x5 `VENT o0 i TF1y _ G a - I VEOT S PROPOSED 670 SANITARY SEWER LATERAL
83.00 - - \ 722�- LATERAL TO HOUSE SHALL BE SET AT A MINIMUM OF 2.0% GRADE
W PROPOSED WATER SERVICE
FD. PROPOSED 670 F0077NG DRAIN LINE
CV CHECK VALVE /S REQUIRED ON FOOTING DRAIN LINE AT HOUSE
(; PROPOSED GAS SERVICE TO CONNECT TO EXIST IN STREET
T,E,TV PROPOSED TELEPHONE, ELECTRIC & CABLE TV SERVICES TO CONNECT
TO EXIST. IN STREET
MIRAF/ FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONS7RUC770N AND
SHALL REMAIN /N PLACE UNTIL DISTURBED AREA /S STABILIZED
CONSTRUCTION ENTRANCE PAD
CONSTRUCTION ENTRANCE PAD-
NOT TO SCALE
CHAPONIS WAY
RIGHT TO DRAIN
° o ° o ° o ° o ° o °
ll
Oo00 000 000 000 00
'°�O°�O�°°0O°COs NOTES:
SEEDING SCHEDULE - o 00o 000 000 000 00
0:,)00z"OCPO,00o CPo°( 1• THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE
0�Q00o/p00�o.p00�Q000�.p0o THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT.
ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH °C7oo,C}oo°(�oo°C}000C}oo°
0 000 000 000 000 00 0 2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE
4' MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL oCPOCPoCY'oCPo N
WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. �oo°oo 00o�o 0o ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER
°O o00�,00°m000 oo°m000 oo°moo°�o° = UNDESIRABLE MATERIAL.
000 00
PERMANENT VEGETATIVE COVER: 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL
SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 °�oo°O.0006o000000�
0 000 000 000 000 00 C PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT.
OR AT OTHER TIMES, WEATHER PERMITTING ,Cp,0oC�00'',O0'000CPO THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
0.00 000 000 000 00 ADDITIONAL LENGTH AS CONDITIONS REQUIRE.
LAWN AREAS: CpoC7'oCPo�1'oCPo MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER:
o 000°oo°oo 000°o°
KENTUCKY BLUEGRASS 45% PLAN 4" MINIMUM CONN.
CREEPING RED FESCUE 45% DOT 2" STONE L.S. NO. 9344
PERENNIAL RYEGRASS 10%
APPLY 1-3 LBS./1000 S.F. ° o� o®o o�_o,`oo FILTER FABRIC CIVIL ENGINEERS
WIDTH= 10' MIN.
' ' WINDSOR, CONNECTICUT
TEMPORARY VEGETATIVE COVER: •
SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 , WILSON M. ALFORD,JR.,P.E.&L.S.
OR AT OTHER TIMES, WEATHER PERMITTING SECTION 860-688-7288
USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN GRAPHIC SCALE DATE REVISION SCALE: 1 IN. = 20 FT. DATE: SEPT. 14, 2017
ENGINEER - 20
ANNUAL RYEGRASS 100% 0 10 zo ao so
APPLY 1 LB./1000 S.F. eeee1oF��ONNFce ••'�"CON ''•.
eed`�OF. NFcp PREPARED FOR
,eeeeQ4`-`yA. ALP---T/CG ,eee�Q����n. ALFD�Q�C�G '
(IN FEET) e�e�;'y°� �� .��: `e� = MANNARINO BUILDERS INC.
1 inch= 2(1t. ' v `, ;
IMPROVEMENT LOCATION SURVEY
THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AND ALL _ No. 9344 t�Po. 9 4 ;
UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION CONTRACTOR SHALL Q eee o r'Q ®e°ee // �+^}-A
.e po .<'CENSE�. �`O eee ( /CENSE°• o ee CLARK ESTATES/'t �J�� ��
CALL 1-800-922-4455 AND HAVE UTILITIES MARKED ON THE GROUND. -.�FFs " N��oe :°ND"""" . . .ee
�se,,!1ONAL 'a"', �e s„e/t%B,1,�g�
0,00 UNIT 2 -
NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 11 CHAPONIS WAY SOUTH WINDSOR, CONNECTICUT
ss: PPP 2 P: M13073 D: M14072PP FOLDER: MANNARINO-100 CLARK STREET
SEP 15 2017
South Windsor
Buildin Department
i4i 3°ts �')IG.lJ7d1t. .:rxe .V4liv �., _..
^fflfled that ifris Aan and$peaficaVo-c-eL
of t{ep proposed buhdlM or alterations to e=
y `n
to &pplicatlort arty
A z2
.. to comedy with Alt zoninil.
y7 ,toi mt daet"a pen"` such orders as shall be to the coad"t" ONA
..¢y+ai;etlne bdklbyd iA
:. t fry ikl S
NOTES -
FOOTING DRAIN LINE
TO DISCHARGE AT / `� 4$, ��v 40 o /��' / ��/ �0 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1
/GRADE 2 J ryo- N Co AD/ , ^rye' THROUGH 2O-300b-2O OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM
^tiDFck rn ,� „^ /1•.�/ // CO vim" �o`O STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE
o° ?2• m�� h°j ^N`O CONNEC77CUT ASSOCIATION OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY
��^MSUR��, F&So o�ry� .s . he ANDVISYINTENDED BASED NTO BEPUSED FOR ENDENT ASN MPROVEMEN LOCATION SURVURVEY CONFORMING TO EY ACCURACY CLASS A-2
K.k, ,�F FN e1Y/q - ,�
F / F�F ��Q /o=vim �o �iy Fg7�rR 2. REFERENCE PLAN -
�, �oR "PROPOSED SINGLE FAMILY RESIDENTIAL DEVELOPMENT CLARK ESTATES /I PREPARED FOR
$ / �e0(i N t 3 S JNS ° Mo ,�°� MANNARINO BUILDERS, INC. PLOT PLAN 100.t CLARK STREET, SOUTH WINDSOR, CONNECTICUT
tip w 2 3' ,qNF? �, \�� 24 0 ,�^�' F oRFc c iy = SHEET S-1 SCALE; 1 IN. = 40 FT. REVISIONS TO 6-20-16, ALFORD ASSOCIATES, INC., CI V/L
A 9�' 7 ��'f'Y w�Nn 6' 72�_ / n FR.,. `Y ENGINEERS. W/NnSnR_ CONNFCTICUT"
�� / .\ ow Gy ry\ U�\� / � ��y ^rye -y N��. $� --- --....__..__ .
s. i / 1. wq?ot 2. AREA OF UNIT 2 = 11,143 SQ.FT. = 0.256 ACRES
\ \
Al l \ G FM / �`��� `v;61
^ / 3 ZONE OF SUBJECT PARCEL 1S DESIGNED RESIDENCE ZONE.N &, xk
s ��' �' ^`�� / MINIMUM YARD REQUIREMENTS.
\�^ �' _ / FRnAIT /AI nlV(, rNAPONLS WAY) = 2.3 FFFT
O� sr.91 /�ptV Illy3' o ; / \ O / 20' MINIMUM BETWEEN BUILDINGS
V N 40-FOOT YARD ALONG THE OVERALL PERIMETER
�<y Q / ,�� ��, ��Qo a 4. APPLICANT MANNARIND BUILDERS, INC., c/oROBERT MANNARlNO
O oo 400 CHAPEL ROAD, UNIT 3-F, SOUTH W/NDSOR, CT 06074
n O / �J Q' / Oc 23_ Tr-1N I, nan-ono-
7 co CV
UNIT BOUNDARY Qv� \^ 72' `O O a ��� `��� `�' °° ws-
`�^ \ MAP PREPARED BY ALFORD ASSOCIATES, INC.
(TYPICAL) V� y^ �_ N°j^ ® ?n o `� \•\�v P.O. BOX 484, 200 PIGEON H/LL RD., W/NDSOR, CT 06095
� � r / / s ��`���� ��\ 6. ELEVA 77ONS ARE BASED ON NA VD 88.
FD C9 s
G� 7V �9, a Z THERE ARE NO ZONING VIOLATIONS WITH RESPECT TO LOCA77ON OF THE EXISTING
F<1778 �� o=� 2�0 / \ ry FOUNDATION.
�G FOOTING DRAIN LINE / ,��\ ` �s, Q J �E\rV
GRADETO DISCHARGE AT /CFO '\` \ J7 S // ryQ,�
,ti \ CO -
ryCD
°=O G
19.01
11' 0 / / o� rn o� ���°ZG o' 79
Di STAI o o / TRANS 7/ 2'^' ^ h 4i / O�o N °
8 3 6' N CT �„ ��
a Riye / Zo�3 A
9.$ r
' , /CO 0) / ^0 co J� 2SQ>„ 49, V C,ly N
J� oI � m%� \� /23 °'OQ OJ
\ Q� / 14?3, MO � NN�m/'�U?\ ������M^� $,
M ! SAN. `f 97` (Y
. N 0 2 2 0 0 /VV W; ' G MH #2
UNIT BOUNDARYF��778� c'/3 ``rn \�j i / Q '\ C F< �o
(TYPICAL) / �� 33 4' /j : SP���' SAN. LAT. � �• 37 <
G -_77
// �H FL=116.5g' �S� Gr
,3025422"
-_ � 1 2'k4 9,\M �j SAN. LAT. / / S
66.08' -,�_ 151-62' VENT -mac--G -\ FL=116.3 �- o
CE "C"/ 85.54 = T FTC CV SPA
5' WIDE 1 S 3�t 4518 �� LEGEND WV
TO BE DEEDED TO 71-1E "CLARI �,' �n N ' 3 CONC. WALK 88. , � - �Q WATER GATE
ESTATES 1! HOMEOWNERS rCIA77ON g5
,� �� I I N
N _ - _W_ _ _ WATER SERVICE LINE
19,2' I N UNIT NUMBER
5 DE mw �22.0' b To TELEPHONE BOLLARD
O O 01
BIT. CONC. IN FA OR OF�R A MENT I o w� oo M 17.4'
F�O�PO� O No o I DRIVE I d raj & P IVA E R•F MD o I \ STREET ADDRESS TR TRANSFORMER ON CONCRETE PAD
,1 AC N p,� , ROJJ ua w o N W 6
�V oo ❑ 3.2'x9' I r�i Q o N '0 o HL'J
REFERS TO CHAPONIS WAY
COVERED I °' `�' I ��o I x w OJT +xxx.x SPOT ELEVATION ELECTRIC MAN HOLE
29.0' I a EM
STOOP Ki _ 27.7 3.7' `o � �n °i N°' 7.0'
W 4' 7.5' Y , cv �[j o co
• ELECTRIC METER
/ STAIRS 4.9' 25.9' W_ v Z It N N
c6 _ a EXIST. PIOUSE EXISTING HOUSE
' - 3t -W- Q o o v1 N n n u o TV 0 CABLE TV BOX
/ } O ;,� _ r o ci I--- - - y� ,ri O v �" d ao (6-16-15) AS-BUILT INFORMATION WAS FIELD VERIFIED
I I n -H Z }I µ 0 �C IL 0 D3 �j Z
�° M ; _ I Z _j 0 25.7' � N z W ON THE DATE INDICATED *TV
Is n _ CABLE TV BOLLARD
v1 w J N N o= oz� NI¢N I N J O� z N L=45148 \ SAN. FL=116.2t Y FF=119.37 FINISHED FLOOR ELEVATION ----r,E,TV----
Y ,� I c n I UNDERGROUND TELEPHONE
I o o W Et LL I Q j 4I I U ��, d-10 5 s 2 sS /CD FL=117.5 w GF 117.39 GARAGE FLOOR ELEVATION ELECTRIC & CABLE TV SERVICES
/ BF=110.87 BASEMENT FLOOR ELEVATION
/ / � GM •
12.1' GAS METER
12' f 31.5' En io O O _
20.8' I °c Ln I �N Z� I // EM GM GV
CONC. CONCRETE
GM t_ ---EM, _ + G--I e¢n II M i �,• <<c.\- STEPS pQ GAS GATE
_ �� 2'x6.2' _ BIT. CONC. BITUMINOUS CONCRETE
f � 2'x5' VENT i�71. I _ � �
--G
/ 83.00' _ - I T W �Fo %� /I vFNr G / ---------
OH W OR OVERHANG WINDOW GAS SERVICE LINE
WINDOW OH --
_ RR �. -FD------- FOOTING DRAIN LINE
HW HATCHWAY
---CD------- COLLECTOR LINE FOR FOOTING DRAINS
VENT VENT FOR FIREPLACE
77 _=109- FOOTING DRAIN FLOW LINE
AC❑ AIR CONDITIONING UNIT
ON CONCRETE PAD S SANITARY SEWER LATERAL
5o HYDRANT S FL=109t SANITARY SEWER LATERAL FLOW LINE
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
L.S. NO. 9344
CIVIL ENGINEERS
WINDSOR, CONNECTICUT
•
12-15-17 AS-BUILT INFORMATION FOR UNIT 2 1 WILSON M. ALFORD,JR.,P.EA L.S.
860-688-7288
GRAPHIC SCALE DATE REVISION SCALE: 1 IN. = 20 FT. DATE: SEPT. 14, 2017
20 0 10 20 40 80
,���IlylArrs ,�� *0'll IIYIIp".1.
�P����CONA/o�TicG , ���F�GANFo�TocG!- PREPARED FOR
(IN FEET) ,.��;'�� :� :�;�° ° :�= MANNARIN® BUILDERS, INC.
• c
1 inch= 2CFt. *?
=* IMPROVEMENT LOCATION SURVEY
THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AND ALL = No. 9344 �� No`p934
UTIL177ES MAY NOT BE SHOWN. PRIOR TO CONSTRUCT70N, CONTRACTOR SHALL = ��.•� = < o .'' .�'
CALL 1-800-922-4455 AND HAVE UT/LIT/ES MARKED ON THE GROUND. CENSE�''�a�.,' �.lq !CENSE,,•�o 'oe CLARK ESTATES 11
lo
• ��„ Irsmv.01 UNIT 2 -
NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 11 CHAPONIS WAY SOUTH WINDSOR, CONNECTICUT
ss: PPP 2 P: M13073 D: M14072PP FOLDER: MANNARINO-100 CLARK STREET
RECEIVED
DEC 1 y L01 Y
SOUTHI 3OR
ENGINEEK �DEPT.
201800016 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER - CERTIFICATE OF OCCUPANCY
DATE: 01/08/2018 GIS ID: 18270011 c`�` l I,, f�
- ' `�� La`'C 1 1��)v FEE: 30.00
MUNIS APPLICATION# 201701258 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: MANNARINO BUILDERS INC ADDRESS: I I CHAPONIS WAY
ADDRESS: 400 CHAPEL ROAD#3F 1 . OWNER: MANNARINO BUILDERS LLC
SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: NEW 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
1/8/2018 4:11 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1700557 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 10/17/2017
GIS ID: 18270011 FEE: 2970.00
MUNIS APPLICATION# 201701258 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: MANNARINO BUILDERS INC ADDRESS: I CHAPONIS WAY
ADDRESS: 400 CHAPEL ROAD OF.., OWNER: MANNARINO BUILDERS LLC
SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: NEW 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
10/17/2017 1:11 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1700581 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 12/05/2017
GIS ID: 18270011 FEE: 180.00
MUNIS APPLICATION# 201701258 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: ADVANCED HEATING&A/C ADDRESS: 11 CHAPONIS WAY
ADDRESS: 701 NUTMEG ROAD_ NORTH OWNER: MANNARINO BUILDERS LLC
SOUTH WINDSOR,CT 06074 400,CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: INSTALL HEAT AND A/C TO NEW HOME.
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
12/5/2017 1 1:53 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1700370 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 10/26/2017
GIS ID: 18270011 FEE: 144.00
MUNIS APPLICATION# 201701258 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: T&H ELECTRIC INC. ADDRESS: I 1 CHAPONIS WAY
ADDRESS: 570 FOSTER STREET OWNER: MANNARINO BUILDERS LLC
SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: WIRING NEW SINGLE FAMILY HOME.
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
10/26/2017 3:47 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1700558 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER PLUMBING PERMIT
DATE: 11/16/2017
GIS ID: 18270011 FEE: 144.00
MUNIS APPLICATION# 201701258 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: IMPERIAL PLUMBING CO.,INC. ADDRESS: 11 CHAPONIS WAY
ADDRESS: 648 SULLIVAN AVENUE OWNER: MANNARINO BUILDERS LLC
P.O.BOX 875 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: DRAINS,WASTE,VENTS,GAS PIPING AND INSTALLING OWNERS FIXTURES.
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
1 1/16/2017 11:12 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE