HomeMy WebLinkAbout116 AYERS RD &DP-)9 -54-4-
Electric # APPLICATION FOR BUILDING PERMIT
Plumbing#
t HVAC# Date: 1 — 1 2- 19
Sprinkler#
Estimated Cost $
FINAL APPROVALS Permit Fee $ -
Building COMPLETE RED BOXED AREAS '/:20�
rwy Fee $
Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $
Affidavit AforCO. ► SIGN ON REVERSE SIDE
r.
pp Total Fee $ �.
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following: Cr /y�g
Applicant F01-3ey (- e li G: Location of Work , S LotNo.
Applicant's Address 1 a'4,q Cx►wec k c—L>� jlkve .5C' Tel # (;� I�'7't')//5C-vG
Town ,�� (_�Df" �'[� Zip G(yLQ-1 Lic.#
Owner a L ► Architect
Owner's Address 1 Architect's Address
Zip Zip
Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permit PPMoge—cL Oeo lo.ce- 3-0 =--ji e�W rd3ri roc .J/�d i r GA
5 Z .Y, ' k
City Water J Well J Septic System J Sewer J
Ins: HO S rt. Area Basement Garage
Approved by a Date i Use Group �1 Construction Type
ao i p! o/t.?7 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 allow
Signed
I hereby apply for a Certificate of Occupancy for the work de abed in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
INSPECTION FIELD SHEET 03/21/23
Printed by Middleton, Morgan 08 21 33
INSPECTION: 119592 FINAL PERMIT:
STATUS:
APPLICATION: 201901527
LOC: 116 AYERS ROAD
SOUTH WINDSOR
PROPERTY ID: 06900116
OWNER: CHIULLI FABRIZIO
CONTRACTOR:
REQUEST BY:
PROJ DESC: REMOVE & REPLACE 30 SQ OF ROOFING
WORK ORDER:
INSPECTOR: WS-B RESULT: PASS
REQUESTED: PRIORITY:
SCHEDULED: COMPLETED: 03/21/23
UNPAID FEES: 00 Date Time
MILEAGE: 00 TIME: TRAVEL ONSITE
COMMENTS:
INSPECTED BY VALERIE MUSZYNSKI
Aleas Rd. MODEL: A20 - 12
g( ,� 74f COST. NAME: CHIULLI
�] ORDER NUMBER: 97368
( 58' ) I?IbG� CAp I &bq-26 J- I yD GENERAL NOTES:
( 121") J - FAN�L 2 58"RC 1 . NO LOADS OTHER THAN THOSE GIVEN
(12") MIICAL5TP.AIGNT 2 UNDER "DESIGN DATA" BELOW BE
RECEIVED IMPOSED ON THE "STRUCTURE"
AUG 2/1 2020 2. THE FOUNDATION ON THE DRAWING
IS A SUGGESTED SOLUTION ONLY.
South Windsor Building Dept z CHANGES MAY BE NECESSARY DUE
O TO LOCAL BUILDING REGULATIONS.
z U) 3. THE FOUNDATION SHALL BE FOUNDED
O z ON NATURAL UNDISTURBED SOIL
w CAPABLE OF SAFELY SUSTAINING
z Q 2000 PSF. AND AT LEAST 12 IN.
BELOW FINISHED GRADE.
o I J 4. SLAB ON GRADE SHALL BE PLACED
w ON SOIL CAPABLE OF SUSTAINING
-i � 500 PSF. WITHOUT APPROPRIATE
w cf)
w SETTLEMENT.
I-- w 5. BUILDING MUST BE GROUTED INTO
in C) TROUGH, INSIDE AND OUT TO
wo I cn MAINTAIN STRUCTURAL INTERGRITY
5n�ML CL�AMC� PKA cn n00� ��rApANC� 12KA EXCEPT WHEN USING WELDED BASE
z O PLATE CONNECTORS.
6. CROSS TIES MUST BE INCASED IN
N CONCRETE WHEN CONCRETE SLAB IS
NOT USED 24 1/2"
ARCH DATA: _
o o d- rn Ln o o Ln N = ;� = DESIGN DATA:
O r-- N i O T- 00 CC) I�
n cfl "� co (D 0o N in r- r- C° STEEL GAGE: 22 �/2
1`6 r i I I I I I I I LO C 50 KSI MIN. YIELD
I I I I I o o o o -I I I I w I GALVALUME SHEET STEEL
r-_ rn m T- rn o0 `� LIVE LOAD: 100 PSF
3-SECOND WIND SPEED: 150 MPH
I
MATERIALS:
1 ' 2' 3' 4' 5' 6' 7' 8' 1 ' 2' 3' 4' 5' 6' 7' 8' 9' 1 CONCRETE STRENGTH AT 28 DAYS
TO BE 2500 PSI
2. REINFORCING STEEL TO BE
5Y4" DEFORMED BARS. GRADE 60
3. ALL MATERIALS SHALL CONFORM TO
20'-0" OUT/OUT STEEL DIMENSION THE APPROPRIATE ASTM
SPECIFICATIONS.
ARCH PROFILE
ONE ENDWALL SOLID & ONE ENDWALL
WITH AN OPENING OR OVERHEAD DOOR
SCALE: NTS SHEET: 1 OF 7
c
ATTENTION MODEL: A20- 12
The foundation shown may not conform to your local by—laws and has no warranty as to its sufficiency for
your particular area and or application Retain a registered professional engineer to design a foundation which COST. NAME: CHIULLI
meets local by—laws and frost level depth requirements (if applicable), is adequate for soil conditions on the ORDER NUMBER: 97368
site, and conforms to the intended use of the building The engineer should also be retained to inspect FOUNDATION — 2500 PSI STRENGTH
construction to ensure that the foundation is being built in conformity with his design. If the design engineer GROUT — 5000 PSI STRENGTH
requires, retain a soils engineering specialist to report on soil conditions and soil compaction values
5" 1W
l 12Y4" 12Y4 12Y4 12Y4" 12Y4 12Y4" 1 A 12Y4" 12Y4 12Y4" 1 2Y4" 1 2%
•� I+- rtIIIIII IIIIII S I D EWALL r1r1 tIrII+II+ + + iI '
GROUTII
+ + + + I + + +1
---------- --- ---------- TOP OF U-CHANNEL
EL SHOULD
ISI UTI
�
BE IBLE AFTER GRO NG
INSIDE BUILDING OUTSIDE BUILDING
1 II II II II = ARCH GROUTING ARCH GROUTING
1 II II II II 1 ~
CONCRETE „ „ , o SIDEWALL GROUTING
1 II II ENCASEMENTS II II
J II II II II Z
11 II II II 0En _
I I I I 7�1O 11 I I z (10 CA CD
FLOOR< En
MD �.
m to
I I _(`= CENTERLINE a w r� I--12 31: "� 0
- — N0. 6 T1E BARS ® 8'-O' MAX. — �.. FOUNDATION - — N0. 6 11E BARS ® 8'-0" MAX. - - I 0 Z =
JAB VIM Z o I '
o I z �� GROUT
WIRE MESH 1 �� �1 Z
FOR "S" AND "P" MODELS HIGH SIDE 6" X I BY No. 6/6 II 0 II
OF ARCH U-CHANNEL IS INSIDE FOR II II II INSIDE BUILDING OUTSIDE BUILDING
"Q" AND "A" MODELS R IS OUTSIDE II II ENDWALL U-CHANNEL TO BE FIELD I II f— ENDWALL GROUTING ENDWALL GROUTING
I DRILLED AND ANCHORED WITH LAG I II 0
I kz• DIA X 12" BOLTS W DIA. X 8") AFTER ; w ENDWALL GROUTING
I ANCHOR BOLTS II II II II BUILDING IS ERECTED , II iv
® 12Y4 STAGGERED II II II II 1 II
(TYP.) II II II II jj �- GROUTING NOTES,
jq
1�-------- --------- 1. IN ORDER FOR THE CHANNEL CONNECTOR ANCHORING SYSTEM TO BE
,- -------------- - ---------!L----------I�----------------- --- EFFECTIVE THE CHANNELS SHOULD BE FILLED WfrH NON-POROUS
I + + + + + + +� CONCRETE GROUT (50/50 MIX OF SAND AND PORTLAND CEMENT).
2. PRIOR TO CONCRETING THE CHANNEL IN, THE PANELS SHOULD BE
+ + + _ + + ' COATED WITH A THIN LAYER OF LACQUER TO MINIMIZE A CHALKLINE
1 ---- ----- ---- ----- ---- ----- SIDEWALL ---- ---- ----- ---- ----- ---- �. � FROM FORMING ON THE BUILDING.
1234 12Y4 1234 12Y4" 12Y♦. 12Y4" 12Y4 12Y4" 12Y4" 12Y4 12Y4" 12Y4 4 - 3. THE CHANNEL SHOULD BE GROUTED BOTH INSIDE AND OUTSIDE OF
i i i i i THE BUILDING. INSIDE GROUTING SHOULD BE HIGHER THAN OUTSIDE
5" 3kt 12 GROUTING TO PREVENT WATER SEEPAGE. GROUT SHOULD BE SLOPED OVER
. U-CHANNEL TO ALLOW PROPER WATER DRAINAGE.
(19CF1[s.DINENSNIN'L'
4. ONCE THE CONCRETE GROUT HAS HARDENED, IT MAY BE TREATED WITH
A CONCRETE WATER SEAL FOR EXTRA DURABILITY (DO NOT COAT STEEL WITH
WATER SEAL).
I 8'-0" 8'-0" 8'-0" 8'-0" w 5. A BEAD OF BUTYL RUBBER CAULKING SHOULD BE APPLIED BETWEEN THE
10 GA WIRE OR LESS OR LESS OR LESS OR LESS —' 0 a o GROUT AND THE BUILDING IF ANY SPACE OR GAP DEVELOPS. THE GAP MAY
a qQ OCCUR IF THE GROUT FREEZES OR IS NOT PREPARED PROPERLY.
4 - N0. 4 BARS J7�g WIRE MESH FLOOR o in 6. NEVER USE CALCIUM CHLORIDE ADDITIVE IN THE GROUT.
4 - N0. 5 BARS 1 } 7. GROUTING SHOULD BE DONE IMMEDIATELY TO AVOID WIND DAMAGE.
N TOP OF
o STRIPPED
'.., -. GRADE U-CHANNEL FOUNDATION
/02 6 MIL POLYETHYLENE MOISTURE BARRIER i=�����!����-_� GENERAL ARRANGEMENT
N0.6 TIE BARS
�--- 16" 4 12, 4" CRUSHED STONE OR WATER-WASHED �� 16" AGRAVEL (1V TOP SIZE)
4" CLEAN GRANULAR COMPACTED FILL 7_ ONE ENDWALL SOLID & ONE ENDWALL
No. 6 TIE BARS RETE
ENOCASEMENT WITH AN OPENING OR OVERHEAD DOOR
SECTION THROUGH LENGTH SCALE: NTS I SHEET: 2 OF 7
,
MODEL: A20 - 12
CUST. NAME: CHIULLI
i
ORDER NUMBER: 97368
i
i
�i
O�
4'
R
oM��E 2,
1 /4 P
PPR��I
4'
U-CHANNEL FOUNDATION
�syz,
WOODEN FORM ARRANGEMENT
NOTES REINFORCING STEEL NOT WITHOUT FLOOR FORM DETAIL ONE ENDWALL SOLID & ONE ENDWALL
SHOWN REFER TO SHEET #4. WITH AN OPENING OR OVERHEAD DOOR
SCALE: NTS SHEET: 3 OF 7
,
2" 2"
4 _ NO. 4 BARS _ �� BACKING PATCH MODEL: A20- 12
4 NO. 5 BARS NOTE: For tie bar without CUST. NAME: CHIULLI
3'-8" o/C floor, cut inside form ORDER NUMBER: 97368
4 - 10 GA. WIRE board, insert tie bar, then
HIGH CHAIRS _ fasten a backing patch
_ 9
I I-
it iil I I TIE BAR
(WITHOUT FLOOR)
ENDWALL DETAIL
2„ N (WITHOUT FLOOR)
4 - NO. 4 BARS i
4 - NO. 5 BARS
3'-8" 0/C
4 - 10 GA. WIRE
HIGH CHAIRS65
ENDWALL DETAIL
(WITH FLOOR
TIE BAR
(WITH FLOOR)
2' 8 ,erg 8'' j E�P�� 4 - NO. 4 BARS ---N -�-
// 4 - NO. 5 BARS
I� 2 i
\II�� MIN 4 - 10 GA. WIRE r-
LAP N��yA ��� /� HIGH CHAIRS T
FASTEN SECURELY li �l / -N0. �6 BARS
-I I -I I I=cis'—o" o/C
WITH WRENCH I I-1I I=1 I I=1 I ;�I I I-1I I=1
SIDEWALL DETAIL (WITHOUT FLOOR)
1 REBAR TABLE
I�I it BAR NO. DIAMETER MIN. LAP
U—BOLT �i I\ NO. 3 /8" MIN (10M) 1 '-0"
��ili II\ 2" N NO. 4 Y2" MIN (15M) 1 '-4"
4 - NO.. 5 BARS
�I 4 - N 4 BARS ----L - - - -- NO. 6 /T MIN (20M) 2'-0"
3'-8" O/C _ U-CHANNEL FOUNDATION
NOTE: 4 - 10 GA. WIRE
HIGH CHAIRS NO. 6 BARS
Use two U—bolts per splice Encase tie bars and _ @8'-0" O/C STEEL REINFORCEMENTS
U—bolts in concrete as shown on Sheet 2 I=III=I =III—II
II III-III—;�� ONE ENDWALL SOLID & ONE ENDWALL
' =I I- I I I" WITH AN OPENING OR OVERHEAD DOOR
TIE BAR SPLICING DETAIL SIDEWALL DETAIL (WITH FLOOR) SCALE: NTS I SHEET: 4 OF 7
MODEL: A20 - 12
CUST. NAME: CHIULLI
FOR "A" AND "0" MODELS THE HIGH SIDE ORDER NUMBER: 97368
OF CHANNEL IS OUTSIDE OF BUILDING
FOR "P" AND "S" MODELS THE HIGH SIDE
OF CHANNEL IS INSIDE OF BUILDING
OUTSIDE I INSIDE
OF OF
BUILDING I BUILDING __ 4y2'
1 I �I \��\� ARCH STARTS FLUSH
�� WITH END OF U—CHANNEL
DRILL 9/16" DUI. OUTSIDE \�� �� INSIDE
HOLE (TYP.) FOR OF OF
ANCHOR BOLT BUILDING ���� BUILDING INSIDE
OF
OUTSIDE BUILDING
OF
BEAD OF CAULKING BUILDING
I
2" DRILL 2 — HOLES AND
IT IS CRITICAL THAT 2 BEADS OF RUBBER BUTYL TYPE CAULKING CUSTOMER SUPPLIED) BE DRILL " HOLE AND BOLT TO BOLT TO INSIDE OF ARCH
( U—CHANNEL AFTER ALL ARCHES
5" PLACED UNDER THE U—CHANNEL CONNECTORS INSIDE EACH ROW OF ANCHOR BOLTSH OUTSIDE OF U—CHANNEL EVERY ARE ERECTED
24h" AS ARCHES ARE ERECTED.
FIRST BOLT IS TO BE 1X- FROM
DETAIL A DETAIL B END OF ARCH U—CHANNEL DETAIL C
(DRILLING ARCH U-CHANNEL) (CAULKING U-CHANNELS (BOLTING ARCHES TO U-CHANNEL)
INSIDE
OF
BUILDING
I�CENTERUNE OF ARCH
DRILL 9/16" DIA. HOLE (TYP.) I ENDWALL U—CHANNEL
�84 FOR FIRST ANCHOR BOLT DRILL 9/16" DUI. HOLE (TYP.)
FIRST ANCHOR BOLTS
RAJ
OUTSIDE
OF DOOR OPENING END 1I
BUILDING OF U—CHANNEL
e 0 NCENTERS
AWAY FROM CENTERUNE AWAY FROM CENTERLINE
FOR OPEN ENDWALLS INCLUDING SLIDING DOORS, THE FIRST ANCHOR BOLT FOR SOLID ENDWALL U—CHANNEL THE FIRST ANCHOR BOLTS
IS LOCATED 11" FROM THE DOOR OPENING END OF THE U—CHANNEL. SHOULD START 9" TO EITHER SIDE OF THE CENTERLINE,
ANCHOR BOLTS CONTINUE AT 18" CENTERS OUT FROM FIRST ANCHOR BOLT. THEN CONTINUE AT 18" CENTERS AWAY FROM THE CENTERLINE.
DETAIL D DETAIL E
(*OPEN ENDWALL U-CHANNEL)ENDWALL U-CHANNEL) (*SOLID ENDWALL U-CHANNEL)
ENDWALL U-CHANNEL)
U-CHANNEL FOUNDATION
DETAILS
* - COLORED R-PANEL ENDWALLS DO NOT USE ENDWALL U-CHANNEL. ONE ENDWALL SOLID & ONE ENDWALL
FOR COLORED R-PANEL ENDWALLS REFER TO LAYOUT DRAWINGS FOR BASE WITH AN OPENING OR OVERHEAD DOOR
ANGLE ANCHOR BOLTS AND LAYOUT SCALE: NTS I SHEET: 5 OF 7
MODEL: A20- 12
CUST. NAME: CHIULLI
ORDER NUMBER: 97368
N
I
N
C� � Lo � N d- CO 00 O N
I I I I I I I I I I I I
12" FLAT 12" FLAT
*SW-13 20'-0" *SW-14
ENDWALL TYPE - SOLID
NOMINAL DOOR SIZE - NONE
WALL DETAILS
ONE ENDWALL SOLID & ONE ENDWALL
WITH AN OPENING OR OVERHEAD DOOR
SCALE: NTS I SHEET: 6 OF 7
MODEL: A20- 12
CUST. NAME: CHIULLI
ORDER NUMBER: 97368
O N
m
O 01010 ,
=N
N
12" FLAT
N
O
I
r` Lo r ) 00 I\
0 O O O 0 0 0 0
7'-9 11 _
r�
18" FLAT 18" FLAT
20'-0"
ENDWALL TYPE - SOLID
NOMINAL DOOR SIZE - NONE
WALL DETAILS
ONE ENDWALL SOLID & ONE ENDWALL
WITH AN OPENING OR OVERHEAD DOOR
SCALE: NTS SHEET: 7 OF 7
APPLICATION FOR HVAC PERMIT(Continued from reverse side)
TYPE OF YSTEM: TYPE OF VILDING:
fBHEATING WRESIDENTIAL
❑A/C ❑COMMERCIAL
❑VENTILATION ❑INDUSTRIAL
HEATING
❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS.
❑HYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER
EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION
DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF
TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY
APPLICATION)
DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.)
GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH)
TYPE OF FUEL
❑ IL—GPM OIL TANK LOCATION:❑INSIDEW OUTSIDE CAPACITY
Ltd GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW
AIR CONDITIONING
DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF
TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION)
DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.)
TONNAGE COOLING CAPACITY(BTUH)
VENTILATION
DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT)
TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM)
(PLANS MUST ACCOMPANY APPLICATION)
FURTHER DESCRIPTION OF WORK U
441 a4ja azyA2 in 2ak_-2z /,00"( �d
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 / .�:s �� DATE
DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT#
Application is hereby: TOWN OF SOUTH WINDSOR /3,5 31
BUILDING DEPARTMENT
APPROVED 1540 SULLIVAN AVENUE
Bldg.Permit#
644-2511 ext. 230
I 1 � •0�
Date Buildin n
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$1,000=$13.00 F�Tenant
Street Lot No.
Over$1,000=
$13.00 per$1,000
or any fraction thereof gnation Apt.No.
APPLICANT
APPLICANT ADDRESS ���.b/� fJT[y�r
APPLICANT PHONE#
�QW N SFq OWNERl
OWNER ADDRESS(101
OWNER PHONE ��(C1 ✓01 ^����
C ESTIMATED COST$
IS THIS A CONTRACT COST? ❑ Yes ak-Ko
�G FEE ENCLOSED W U
'UsOR C0 TYPE OF JOB.
• Li'lvew Installation
0 Alteration/Addition/Repair Revised 5101
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Plan Sh6wing Location of Proposed Dwelling.
Property Of
i
RENE VEILLEUX
Ayers Rd. South..Windsor
Scale V-401 Nov,30, 1968
this Map
is stabUinflZilly c o.m,_t. �
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sc,,, ,Inosor
BUILDING DEPARTMENT
10 1HL ts. - #% : ., +, I
.ni)Certifi�J t'.. I. t''IS f''" L!�Q s,"C-; C'I' r:. �` ',`
oplcs of the propovad trubding or altfrattoos 11,0 b
:rotted at
L Gtn:c
'nvether wl'h a endmerd� st al,d ^, appiiC,tion a'
11,d with Ill:n and I agr a lu th •NI zoning
s,nlalnq and st.,te I-,ws .red s.0 r,Ner3 as eh:,ll t• li
, d by the Building pr p•+rt m:nl daring pendent-,
r Inls application and final Issuance of a bulldinr,
vermk. �I
,Maned
rr. plan Is ravrd subjra to the Con1111on th.r
1•is and c,ji,anees regui,,li,l L ilding shall be
;;lied wlti:
•.o�Uonally +rK+roved these filed with
fi mlUing In: ch r Clero
CERTIFICATION OF Z%NING COMPLIANCE
Propos^'i b0ding(s)r USe(s) ar,- -- .-`n!r-t"re(s)
as sh p'�n a 'o ' in
conf,- , curre;., t e '1 Vi :r
regal- yes and c,racizl c;:: -As
ma,, _
r
Date_ _ 014 07
#in-ag EN,6rcement
EASEMENT FOR PROPANE GAS FACILITIES '17 J
(braille or Names)
r i ,
(Srrett Address)
t U 7 y
(County) (State and Zip Code)
That the undersigned,whether one or more,(hereinafter called"Grantor"), for the sum of one dollar and other good and
valuable consideration paid, does hereby grant to I-,OSTER.MAN INC. ("Osterman"),a corporation organized under the
laws of the Cornmonwralth of Massachusetts with its principal place of business at 1 Memorial Square, Whitinsville, MA
01 SSB, an Easement for the purpose of ingress and cotess for the installation, maintenance, service,repair, reinstallation and
removal of Osterman Equipment(as hereinafter defined)located at the following premises:
C1
(City)
(S et)
(State and Zip Code)
(County) _
�o
Which premises were conveyed to Grantor(s)by deed recorded at i��260
In Book a e2 ,Page a °v
d easements herebntod to Osterman Propane and its successors and assigns,
a.
To have and to hold the rights.ton of the Osterman Equipm rivilec.rcs an nt,ogn the premises is described in Exhibit A attached hereto,
forever. The approximate loc
consisting of a sketch or description of installation on premises(the"Easement Area'.
ding
The easement above described is intended toofotherstttncludin the g Grantor,which milt damage or of the Easement Area by linterfereuwith thm operation
on
to prohibit surface or subsurface structur
and maintenance of Osterman facilities without the prior written consent of Osterman Propane,ntrof hn easement her-inpoir rt
crossing of said Easement Area so long as such activities do not interfere a ith the fytll enjoys the
;ranted. Grantor ac, ees Osterman shalalraovemX ntenan a the Equipment-ht of entry ive ripnGran or shall be111 al /respons ble for or all bmaintain ng day
for purpose of removal, inspection,rep
accessibility to said Equipment and Easement Area.
er
rot purpose of this agreement, Osterman Equipment consists of propa e tai ��thatut mad,b a[ta llatOTS:piping ied Orl tf� ed toatl�e land.
p 1�
Osterman shall retain ovrnership and title to the Equipment. whole
Osterman may at any time, and from time to time,remove in whole or in par the Osterman Equipment.
The Grantor further covenants as follows:
A. That Osterman shall peacefully and quietly enjoy the said Eas_mcnt Area.
B. Tliat Grantor warrants the title to the Easement Area.
Pat,,e I
Z0 39tid I riniH9 9880999098 66:91 L00Z/80/10
C. To purchase an annual minimum of metered gallons, commencing with the date of the first
delivery of propane to Grantor. Annual grantor purchases of propane less than three(3)times tank
capacity may be subject to an additional charge(minimum use charge).
D. To maintain the grade of the land existing at the time of the installation of the Osterman Equipment,
At Grantor's request, Osterman will relocate the Easement Area for any reason, including, but not limited to, change of
property lines or construction of driveways or structures. Grantor shall pay Osterman all costs and expenses incurred to
relocate Osterman Equipment. Furthermore, if for any reason,the Osterman Equipment is to be removed from the premises,
Grantor will be responsible for all costs associated with said Equipment removal. Grantor will also be responsible for
restoring the land to its natural state.
All provisions,covenants,and conditions of this instrument,including the benefits and burden hereof,run with the land and
are binding upon and inure to the heirs,successors,assigns,executors,tenants, and administrators of the parties hereto.
The parties agree that the rule of strict construction does not apply to this Easement. This Easement shall be given a
reasonable construction so that the intention of the parties to confer a commercially usable Easement and right of enjoyment
upon Osterman is given effect.
The provisions, covenants and conditions of this instrument cannot be modified, deleted or supplemented except by mutual
agreement in writing by authorized representatives of the parties.
IN WITNESS WHEREOF,the Grantor(s)have executed this instrument on the��day of
.� � 200�.
FQhri Z i o S(GW,'O
' e � (Grantor)
STATE OF(0on/IQ c"�C-t-l� /1�`�r
5
COUNTY'OF(_ I Nt rt7/ )
�' - day of '��/11.t,! ,200�,before me personally appeared
On this --'
a Iri o r I and �
'
(GRANTOR) ( 12ANTOR)
to me known and known by me to be the persony(described in and who executed the foregoing instrument and l�eyl
acknowledged that)belexecuted the same,as thow free act an ed.
Yet_-t✓ �-
(Notary public
y Commission expires la 3 OD
Affix Notary Seal Below
=• i ; ExxIBI'c"A" �0U
, -:. • ��
_ (Sketch or Descriptiof Installation at Premises)
n o
e(007�
. : , �.,,�. �,��.�,`�i✓�dog, cx� 1
1 t
' �'-" •'!I is '
RECEIVED FOR iz£CO
Paget AT m CI
mI' 4T,0CWHRev4/04' - cc
t0 39tid I riniHJ S880999098 6E:9Z L00Z/80/I0
APPLICATION FOR HVAC PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT aC)OZ12-
APP r
1540 SULLIVAN AVENUE, ff 644-2511 ext. 230 Bldg.Permit#
Date Building Inspec
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$1,000=$15.00 I t� N 31113� 5:'u )K)NS Ge. .
Over$1,000= Street No. Street Lot No.
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT Svc✓Rti � ` �1Q{� �'�-`��
APPLICANT ADDRESS 'Fl S
.S uJ�, t7s�2 .C'I
APPLICANT'S PHONE# ��S"" O - ,f2$= l03 O
OWNER �� P-►2tp (y/ucL/
,SOW N Sfq� OWNER ADDRESS
f
r 7-
OWNER PHONE
C * 1 " ` ESTIMATED COST$ 2,160 . p p
IS THIS A CONTRACT COST? Yes No
A* FEE ENCLOSED$ 45
TYPE OF JOB: C a gh
f�4USORC o t/New Installation
Alteration/Addition/Repair
r l'3
1 Revised 03/05/10
1
�O
APPLICATION FOR HVAC PERMIT(Continued from reverse side)
TYPE OF SYSTEM: TYPE OF UILDING:
(HEATING Iff RESIDENTIAL
❑ A/C ❑ COMMERCIAL
❑ VENTILATION ❑ INDUSTRIAL
HEATING
❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS.
❑ HYDRONIC ❑ WARM AIR ❑ UNIT RADIANT HEATER
EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION
DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF
TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION)
DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE& MODEL NO.)
GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT BTUH)
TYPE OF FUEL
❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY
❑ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW
AIR CONDITIONING
DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE OF
TOTAL HEAT GAM(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION)
DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE& MODEL NO.)
TONNAGE COOLING CAPACITY(BTUH)
VENTILATION
DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT)
TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM)
(PLANS MUST ACCOMPANY APPLICATION)
FURTHER DESCRIPTION OF WORK OF �
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.
HTG .0Y o/1-3s-6 1 r I C
CONTRACTORS LICENSE NO. TYPE ST TE
SIGNATURE OF APPLIC DATE d5 A7 '
fors
I 2
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MAY=13-2013 13:00 From: To 18602911748 Page 1.11
I ;'! -")I.l I I I., I Ak Ila!
.1011 1N CORTEMANI
SCENIC, HILLS DR
PO U G I I KE EWS-1 E. NY 12603,3721
7-'
L.VYI N G P 113 1 N G -1,[T'f-.D C.QN'1'R!x.cr(.)it
& COGUNG J %
Tit A C e T I q C #
F?til t"L!%Is.*1 09 W 20 12
Expiration: 08/31 /2013
Ohwa M Rut,."'J"48,
J101111 J Cortellini desionate John Love to
0 for a pro
Z! fDernil't Pane tank installation at.,
6T 0"�q7
Date Signed.
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Plan Showing Location of Proposed Dwelling.
Property Of
HENE VEILLEUX
.Ayers Rd. South Windsor
Scale 1"-401 Nov.30, 1968
i hereby certify that this Map
M sub.SW�1 Mialiy Correa.
i�01JI1,/ ice... /v• ter,� ...aCs.
No. 1317
4
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S
i
OU 2 1 1993
South Windsor
BUILDING DEPARTMENT
i0 THE .__.
This certified that this plan end sp.c1l,c 14,Tns.,.
copies of the proposed building N aftaeatio" to W
e)r�e�cted�at
114z1jY4+' I�OI t Stree,
together at
ith amendments sted in applicI clan an,
filed with plan and I agree to comply with all zoning,
Building and state laws and such orders as shall be
issued by the Building Department during pendency
of this appI'c all on and final issuance of a building
permit.
Signed
Thu p n Is a roved subject to the condition that
orders and ordinance& regulating building shall be
complied with.
IOondltionally Apprevad jhese filed wltn
,w fn s•'
Building Inspector l
_s•-w. .ewe i4larfy
Valtd
5
l;LtiI ILAJJUN OF ZONING COMPLIANCL
Proposed building(s), use(s) andlor structures!
as shown s►CA to ><t2 own on this plan appear(s) to be In
conformance with current South Windsoi
regulations. Variances and special exceptions
( as asse&e� may apply.
usv- 4a r OcT Z i
r' Date
Ing Enforcement Officer
1900551 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 07/30/2019
GIS ID:06900116 FEE: 720.00
MUNIS APPLICATION# 201901527 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: POWER HOME REMODELING GROUP,INC. ADDRESS: 116 AYERS ROAD
ADDRESS: 1069 CONNECTICUT AVENUE SE OWNER: CHIULLI FABRIZIO
116 AYERS ROAD
BRIDGEPORT,CT 06607
DESCRIPTION OF WORK: REMOVE&REPLACE 30 SQ OF ROOFING
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
7/30/2019 9:47 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1900551 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 07/30/2019
GIS ID:06900116 FEE: 720.00
MUNIS APPLICATION# 201901527 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: POWER HOME REMODELING GROUP,INC. ADDRESS: 116 AYERS ROAD
ADDRESS: 1069 CONNECTICUT AVENUE SE OWNER: CHIULLI FABRIZIO
116 AYERS ROAD
BRIDGEPORT,CT 06607
DESCRIPTION OF WORK: REMOVE&REPLACE 30 SQ OF ROOFING
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
7/30/2019 9:47 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1300212 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 05/22/2013
GIS ID:06900116 FEE: 45.00
%
MUNIS APPLICATION# 201300600 °"l BUILDING DESCRIPTION:
J,11-72
APPLICANT, LOCATION
NAME: SUBURBAN PROPANE ADDRESS: 116 AYERS ROAD
WAYC
ADDRESS: 195 COMMERCE 4'')
OWNER""t—CHIUL0 FABRIZIO
SOUTH WINDSOR,CZ06074,---,g--- ti^`. 116",AYERS ROAD
'SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: INSTALL ATION OF 500'GALLON UNDERGROUND TANK.
4
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE'WIT[I"THE'APPLICATION 'AND'PLANS APPROVED BY THE BUILDING DEPARTMENT.
ie
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
5/22/2013 12:38 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE