HomeMy WebLinkAbout104 LOOMIS RD DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT
PERMIT#
Applicatio rebpy TOWN OF SOUTH WINDSOR 0
BUILDING DEPARTMENT
D 1540 SULLIVAN AVENUE Bldg.Permit#
644-2511 ext. 230
Date Building Inspector
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT IMPERIAL PLUMBING & OIL CO. INC,
APPLICANT ADDRESS
644-2539
APPLICANT PHONE# 6 ,K lk 2S R
OWN S F,q OWNER nn \n-
OWNER ADDRESS
Or OWNER PHONE Zqj 2 — a 6 2 R
C ESTIMATED COST$ Q O C) d
* IS THIS A CONTRACT COST? ✓ Yes _No
!� �G FEE ENCLOSED$ A
�� TYPE OF JOB:
OR-CO ✓New Installation
_Alteration/Addition/Repair
Revised 4/01//2002
APPLICATION FOR PLUMBING PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? ❑YES [�NO
RESIDENTIAL
9BUSINESS CURRENT USE AND OCCUPANCY
O ASSEMBLY
❑MERCANTILE FUTURE USE AND OCCUPANCY
U EDUCATIONAL
O INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑STORAGE
❑GARAGE ADDRESS
O MIXED USE
(Other please specify) CITY STATE ZIP
TYPE OF INSTALLATION f �pJ 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 0 YES 0 NO
SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR
SIZE OF DUCTS SE R SEPTIC TANK
SIZE OF WATER MAIN 1 SIZE OF WATER PIPING&RISER
WATER HEATER: TYPE c-::,C MANUFACTURER _')44 k,
DESCRIPTION OF WORK
Q
4 HE UNDERSIGNED HERE13Y APPLIES FOR A PERMIT TO Pr"ORM THE WORK DESCRIBED AND IS TU_
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 �� K 0,_ `1 dr� DATE \Q� /\\ /cam.
RECEIVED ` 60
OCT U 3 2005 SITE COMPLIANCE CHECKLIST �J I�>
TOWN of SOUTH WINDSOR, CONNECTICUT
ti�^''NDSDR Pf.ANNING DEPi.
104 LOOMIg�`�t0� LOT_#66 Reviewed By eering)
CLARK REALTY, INC. Date Reviewed )o Lj enied
658 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By Planning)
BP_#_30611_ Ph_# (860)528-6054 Date Reviewed enied
Date Submitted 00/00/00 ***** FOR C of O ***
As required in the Zoning and/or Subdivison 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
V 1. Approved building permit plan
2. Finish grading per approved
/ building permit plan
✓ 3. Site work; i.e. trees, shrubs,
/ dumpsters, required parking
./ 4. Utility location;
✓ a. sanitary sewer/septic system
b. foundation drain
C. electrical & telephone
d. water
f 5. Sewer connection charge paid
t/ 6. Appropriate certification
7. Bonding
8. Planning & Zoning/
Inland Wetlands Considerations
A. Lighting
B. Signage
Freestanding Wall
C. Fee in lieu of Open Space
Sewer Permit No. Pav Exc #
COMMENTS: D"Q C/ Ct�l S•e kUJQ)l P pG %N Status:
Pc,� t�Pz : sir ova- �� ,�f—��� ia� (� a.;�c_ tOi- 60Ve!�±-X
NOTES:
1. PARCEL ZONED RESIDENTIAL AA-30. OPEN SPACE SUBDIVISION.
2. THIS PLAN IS DEPENDENT ON THE MAP REFERENCED HEREON.
3. UTILITY LOCATIONS do INVERT ELEVATIONS TAKEN FROM A REPORT
SUPPLIED BY THE CONTRACTOR.
S.M.H. No. 28 'T
REFERENCE NOTE: G V:244 9 �J
BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS I1,
ENTITLED 'DEMING HILL ESTATES'. SOUTH WINDSOR. CONNECTICUT. TER MAIN
PREPARED FOR JMJ CONSTRUCTION. BY DESIGN PROFESSIONALS. INC. L-0 G� OA
DATED MARCH 16. 2001. REV. TO 7-26-01. SHEETS 6-19. L . «�+8- 0. +�
h 3 g
�— 2 ADS N-12 O 0.5%El
_ L
T IN
CB No.82 %� IN 5 30 FA OF CL&P
TF:252.72 2/i14
INV(15'):246.27 (N&OUT) — — _ __ _ STREET TREE EASEMENT
—
♦ INV(6'):246.92 �1\ rINFA TOWN OF
t9 \\ \%
1 \�` 55.58 of 1
44 1' 95 \ " I
50 Y. 2230' t2 PORCH 5130
24,OW 1
S o EXISTING HOUSE
LEGEND /
FF:259.35 /
,rt TOW:258.35 /
IRON PIN 1 m FF CAR:257.13 / 1
El MONUMENT 1 W 59.00 2 16.8'
x 287.3 EXISTING SPOT GRADE M ssy ti DECK
141
- -F- - FDN DRAIN 6- PVC (S-1.0% MIN.)
-G GAS SERVICE ,
S 6' SAN. LAT. i125598 ', 1 - a
W— WATER SERVICE ' i Io :t
h k
�6 / 4967 65
- - -I- -254- - -'
25,200 sq.,fY. > '
0.57.<rc.
L-
-252- - 40' R.Y.
1 /"- X249S1 _
GULA REVIEW AREA
WE
120.00'
N6716'36W
THIS SURVEY AND MAP H'S BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OPEN SFAfCE LAND
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC.
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. �-
TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RIC ARTEL UC. No.
RECORD AS-BUILT
D T TN. 860.291.8755 DEPENDENT RESURVEY PREPARED FOR SHEET
1.UNLESS OTH!"SE H01M.E=TM unmr REVISIONS GLI2TS HIC SCH�•r• Fox 860.291.8757 lil7Yl'W®
A�A,� A �OR Demur Hiff Estates
VENEW
AVAtLAHE�soRrAIION.All Elaslr+c vnnrs 40 O ZD 40 eslgn $' L®CATM MAP1
sauD BE r>Evw�rsTA ro ca E nao w rofesslonals Inc. OPEN SPACE SUBDIVISION-SECTION 6
2 ALL UIE f1X ARE 7O BE STAKED N THE F1E1.D
f ct
CO IM urm tvErat waoR TO clv11 engineers. plannors . surveyors Lot No- 1VE 104 Loomis Reid �4�� �"+� ��:sts OF
IM PLAN IS NVALO tO&M n BEAMS TtE rLWE 1 inch = 40 feet landscape,• architects . is . s
a 11[PRONE o:.-u MEm�VEYM NO. DATE DESCRIP77ON BY p s SOUTH WINDSOR. CONNECTICUT am er. iegv DAM 9/2sibs
165 South SOtelGte Rood. South N*mtlsor. Connecticut 06074
N
U i!ic f,:1LS!:f: gal. i.^!+ff CF SQL?H 1S'Iti^w^vF
this ce,rttfie6 that this plan and setecif"e°tions are true
ccaies of the proposed building or alterations to
erected at Z(-..)
Cj//iye n1,� 8ireee
together with amerdments stated in application anc'
frej with plan and 1 agree to comply with all zoning,
&uildtng and state taws and su:h orders as shall
Y ECE,V
issued by the Building Department during pe D
of this application and final issuance of a bulloi,1St
permit. SEP 3 0 Z005
SrgneO
this plan is approved sIegui t to the co^d,tshall bdlan t ES��rH IND
,rdcrs and ordinances reguWLnit budding NG1PdF SOR
:t,l,,d ith ER'ING DEPT.
l�iond�tlon'jily Approved
These filed with
Clem
Eulici,r..g In.p,ctor //++
'Electric # 1 61 z APPLICATION FOR BUILDING PERMIT
Plumbing# a 6
HVAC # �-+ 10 4 Loomis Road
Sprinkler# 30611 Estimated Cost $ w�m . 00
FINAL APPROVALS _- - _ -._ _. _ _ _ -- ---_-_- /.S
Building COMPLETE RED BOXED AREAS j Permit Fee $ L. 7 a
Engineering Occupancy Fee $ /e , s e
Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $
Appr. for CO. CJ ti os/ t SIGN ON REVERSE SIDE Total Fee $ S. o
TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following:
Applicant Location of Work /o *2"44. ��'. !t� Lot No.�f�
Applicant's Address Tel.# (QAl a fLY
Town Zip a C,a 7J/ Lic.# eilw
Owner S,sw« Architect
Owner's Address Architect's Address �,�.�,
Zip Zip
Sq. Ft. New Area: 1 st FI. ,L 4d 2nd FL_/3 O 3rd FI. __ Total New Area__f f
Purpose of this permit_910d _ _
City Watere Well❑ Septic System❑ Sewer
Ins: HO SP Cert. AreavZX_7 2—Basement //3 G Garage , Z-0
Approved b Date -2j'0 Y Use Group Construction Type !;B
Revised W02
1
I hereby agree to conforrn 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����e��: O.
I hereby apply for a Certificate of Occupancy for the work described in this application for the permit.
Signed
DO NOT WRITE BELO THIS LINE
INSPECTION COMMENTS
Location of Job: AFFIDAVIT Additional Fee S fC�
State of Connecticut
ss.South Windsor
County of Hartford
Owner
1 of Agent for the building erected
Contractor
under Permit No. issued by the Building Department of the Town of South Windsor being
duly sworn,make oath and say that the actual cost of the completed work authorized under said permit did not
exceed the most current accepted BOCA value of 5 Se-
N Signed
Subscribed and sworn to before me this day of A.D.20
Estimated Cost S. /3
Difference: S <<
Notary Public
f
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
-------------------------------------------------------------------------------
**-30611-B 115,000
B01 FOOTING 10/27/04 CJD A W/ROGER
B02 FOUNDATION 11/04/04 JFF A WITH ROGER WATERPROOFING AN INT FOOTING DRAIN
E02 UNDERGROUND 11/30/04 JFF A WITH MIKE
E01 SERVICE 11/30/04 JFF A OK TO RELEASE TO NU
P02 UNDERGROUND 11/30/04 JFF A
B05 FIREPLACE/CHIMNEY 12/17/04 PJP A
PO4 GAS TEST 01/20/05 JFF D REGULATOR LOCATED NEXY TO MAKE UP AIR TO FIRE
PLACE CALLED IMPERIAL LEFT MESSAGE MARGARET
B03 FRAMING (ROUGH) 01/22/05 JFF A WITH ROGER RECEIVED MICRO SPECS NEED TRUSS SP
SPECS TO RELOCATE FIREPLACE AIR
P03 ROUGH 01/27/05 JFF A DWV WITH TIM IMPERIAL
PO4 GAS TEST 02/01/05 JFF D NOTIFIED ROGER REGULATOR 1FT OVER AN 1FT DOWN
FROM FIREPLACE AIR INTAKE
B09 OTHER 02/10/05 JFF WITH ROGER TO RELOCATE AIR INTAKE TO FIREPLAC
PO4 GAS TEST 02/16/05 JFF A VENT EXTENSION ADDED TO REGULATOR 2FT ABOVE
FIREPLACE INLET
E03 ROUGH 04/20/05 JFF A
B04 INSULATION 05/19/05 JFF A R13 WALLS R38 ATTIC NOT CELLAR
B10 FINAL 10/17/05 PJP D FURN EX/IN NT EXTEND TERMCAP,CONDENSATE LINE
DRYER VENT CONST,SECURE OUT,ARC,DUCT CONSTIC
**-12430-H 12,475
**-12064-P 3,000
**-19432-E 3,000
Total Est Value 133,475
Dwelling 2,272 114,168 00
Basement 1,136 17,040 00
Garage 519 7,785 00
Smoke Det 7 525 00
BOCA Value 139,586 16
Difference 6,111 16 /
1 °
� o
LI
I
RECEIVED
SITE COMPLIANCE CHECKLIST MAY 1 9 2004
TOWN of SOUTH WINDSOR, CONNECTICUT
104 LOOMIS ROAD LOT_#66 Reviewed By, a SpSOUTH WINDSOR PLAN'I'Awheering)
CLARK REALTY, INC. Date Reviewed ltq prov Denied
658 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By. anning)
BP_#_30611_ Ph_#_(860)528-6054 Date Reviewed S uH prow' /Denied
Date Submitted 05/18/04 ***** FOR BU L ING PE *****
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 include:
Approved Denied N/A
l 1. Name, address & phone number of owner/applicant
2 Name, address & phone number of plan preparer
✓ 3. Zoning Information - i.e. zone, open space,
floodway, street address.
_ 4. Plot Plan at 1" = 40' scale
a. Subdivision reference, abutting properties, etc
b. Easements of record
r� c. Lot description, bearings, building lines,
/ distances, area, etc.
i/ d. Contours, existing & proposed, 1 or 2 ft
/ interval where appropriate
e Building location with dimensions.
Elevations of proposed finish floor, garage
floor & centerline of road at driveway
✓/ f. Elevations of gravity drainage systems, sanitary
& foundation drain at the house and the street
g. Tentative utility location (gas, water,
electric, septic system, etc.)
h. Title block with name and address of preparer,
date, appropriate certification, live seal and,live
signature consistent with the Board of Registration
requirements. (P.E. & L.S.)
5. Sedimentation and erosion control
6 Special Planning & Zoning, Inland/Wetlands
considerations (Plans on file w/Town Clerk)
COMMENTS
FNOTES: LEGEND
E BUILDING LOT SHALL BE LOAMED. SEEDED, AND MULCHED
STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES O IRON PIN TO BE SET
NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH 13 MONUMENT TO BE SET
STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND
SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT EXISTING CONTOUR ANTI-TRACKING PAD,'
CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND r "«2. STONE ON S.M.H. No. 28
SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE 300 PROPOSED CONTOUR
FOR ALL STABILIZATION REQUIREMENTS. x 287.3 EXISTING SPOT GRADE TER FABRIC G V:2�69
N
2. ROOF LEADERS TO BE DISCHARGED ON SPLASH PADS. x 287.3 PROPOSED SPOT GRADE 254
3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE SILT FENCE 11 u 0 tr, _
W��
WITH THE APPROVED "DEMING HILL ESTATES" SUBDIVISION PLANS. SURFACE FLOW II o / 52 L 8 0 -
4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH �F PROP. FDN DRAIN 6" PVC (S=1.0y MIN.) 0� 23 LF 15"" ADS N-12 O 0.5%
DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION
AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. G PROP. GAS SERVICE
5. PARCEL ZONED RESIDENTIAL AA-30. OPEN SPACE SUBDIVISION. S PROP. 6" SAN. LAT. (S=2.1% MIN.) qt y
01
6. FOUNDATION DRAIN TO BE EQUIPPED WITH A BACKFLOW W PROP. WATER SERVICE C8 No.82 ' w 107
EASEM L ti 1
PREVENTOR (SURFACE ACCESS). TF:252.72 24514
INV(15"):246.27 (IN&OUT) ; / 20• STREET iR E-ETG ENT
7. ANY ACTIVITIES WITHIN THE REGULATED WETLANDS AND UPLAND REVIEW INV(6'):246.92 IN FAVOR OF THE TOWN OF
AREAS ARE SUBJECT TO REGULATION BY THE TOWN OF SOUTH WINDSOR h54 1F7bS -
INLAND WETLAND AGENCY. A to '
i p V) /
N
Np.r ��Am ro.a A� x.o v K qsT
50 F.Y. '
I.
Ir MN. I 5 .50 X255.00
L 1 th
IA zS PROPOSED HOUSE 254.2
I FF-258.25 7_08'
TOW-257.25^
1 +Y 42. ZOy I
v ei uc oRc r..a�a�eo �mwcr
—VA>�.a.. n 6Y' ,11 I I
..avu i ' � \ r
? e
DDD DD '
DDD Qo F.O.
DD D 6-CT D.O.T.r STONE TO BE PLACED \ �' N N — — — — — — — — — — — t
` N
CONSTRUCTION OF SYNTHETIC FILTER BARRIER z DDD oo OVER EATER FABRIC MATERIAL -
' ' II SILT FENCE (TV.) N�it
DDD DD v
'I _
DDO DD
DDD DD 66 IIIYYY 65
DDD OD
DDD DD
DDD DDD
EDGE OF PAVEMENT
THRU STREET _ 25.200 sq. ft. r
ANTI-TRACKING APRON -+` 0 57 CC. rn '
(SEE NO7E #7)
40' R.Y. i
REFERENCE NOTE: ' - 80' ECULATM UPLAND
D REVIEW AREA
BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS '
i
ENTITLED "DEMING HILL ESTATES" SECTIONS 6A do 6B, SOUTH WINDSOR. CONNECTICUT.
PREPARED FOR JMJ CONSTRUCTION, BY DESIGN PROFESSIONALS, INC. z _
DATED MARCH 16. 2001, REV. TO 7/23/01. SHEETS 6-16.
- N67-IV36"
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 - - - - - - - - - - - - - - - - - - - - �f7V -,SP I��t/-AND �� � •G`
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE I }4 T
STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. = - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - -
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.
t
TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
✓MJ CONS7RUC770N COMPANY '
658 EZLINCTON ROAD a�,�dC: ;,��' •��
12882 SOUTH WJNDSOR, CT 06074 �L
RICHARD P. MARTEL LIC. No. M. 282-0628
Tel. 860.291.8755 DE►E14DCNT REEURYCY ►RE/ABED F'OR $HEFT
1.UNLESS OTHERWISE No1ED.EIaSTMHG UTILITY REVISIONS Fa■ 660.291-8757
LOCATIONS AS SHOWN ARE BASED ON GRAPHIC SCALE AVAILABLE INFORMATION.ALL DaSTNG UTILITIES 40 0 20 40 esIgn Deming, Hl1I Estates n CpY/+R,�1'tirnWl M UP
D BE Z AM U�f�ESSD ARE TO BE STO TAKED"NTM�D &rofesslonals, Inc. OPEN SPACE SUBDIVISION-SWnON 6 LS�goRtl ll uavUv Wul�tll!"
BY A LICENSED LAND SURVEYOR PRIOR TO OF
CONSTRUOTON. civil engineers • planners surveyors Lot No. iiV6 mis Road rnAwv BY.• Row "AM 514
1 THIS PLAN Is INVALID UNLESS IT BEARS THEIMP 1 inch = 40 feet 14 landscape architects Is s
OFF THEE R'OFE SEAL ORIGINAL SIGNATURE NO. DATE DESCRIPTION BY P � 6 �6p SOUTH WINDSOR. CONNECTICUT a(m BD ,a"w oAIE•5-5-04
/Ell 165 South SpI911it9 Rood South Windsor ConnecGeut 06074
20u
South Windsor
BUILDING DEPARTMENT
RECEIVED
MAY 18 2004
SOUTH WINDSOR
ENGINEERING DEPT.
1.4
4k-
.T- 11
f uit e �Trr � Ct�r4
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
PERMIT#
Applic ereby: TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT
APPROVED 1540 SULLIVAN AVENUE
—' 644-2511 ext. 230 �;dg.Petmit#
D a Building Inspector
Application must be printed or typed
FEE_SCHEDULE
Location of Job:
I 0 - !fit 5 tz, c�)
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
(V}n APPLICANT
O APPLICANT ADDRESS 2C)
APPLICANT PHONE# CAOO '3 '(d — '8
044 N S f,q OWNER 0_f_A?.-k K 1_.'t Ll
OWNER ADDRESS
OWNER PHONE
C ESTIMATED COST$
►1 • � U
.� IS THIS A CONTRACT COST? ' Yes _No
�� FEE ENCLOSED$ S U J
TYPE OF JOB:
DSO R•CO ,(New Installation
_Alteration/Addition/Repair
Revised 4/01/r2002
APPLICATION FOR ELECTRICAL PERNIIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
ESBUILDING PERMIT APPLICATION? DYES Li No
PBUS=IAL CURRENT USE AND OCCUPANCY (��-
❑ASSEMBLY
❑EDUCATIONAL FUTURE USE AND OCCUPANCY <-77)(�F
❑ INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑ STORAGE
❑GARAGE ADDRESS
❑MIXED USE
CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATIONMTRING METHOD
SIZE OF SERVICE 000 din P(( SIZE OF MAIN CONDUCTORS �t—
NUMBER OF METERS 1 NUMBER OF DISCONNECTS AND RATINGS I `d o o,4(4 p
NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES �LNO
NUMBER OF LIGHT CIRCUITS_ NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES o�S— NUMBER OF OUTLETS 5 Q
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
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUIIAING CODES IN THE
PERFORMANCE OF SUCH WORK.
]a I-- (0 g,)L- z 1 I C i
CONTRACTORS LICENSE NO. E STATE
SIGNATURE OF APPLICANT DATE It
DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT
TOWN OF SOUTH WINDSOR PERMIT#
Application' reby: I
BUILDING DEPARTMENT C -
s� 1540 SULLIVAN AVENUE Bldg.Permit#
�3 LAl
644-2511 ext. 230
Date
Application must be printed or typed
FEE SCHEDULE N f/ Location of Job:
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT �) I
APPLICANT ADDRESS '� -.� f t S
APPLICANT PHONE# (' )2 U / S f /
W N S F,q OWNER
OWNER ADDRESS
O
OWNER PHONE S l�L) b a,,9 jJ S4
C ESTIMATED COST$
U
IS THIS A CONTRACT COST? MYes _No
/�
FEE ENCLOSED$ `7 S • 6
1�OS O�� TYPE OF B:
OR•C OF
Installation
_Alteration/Addition/Repair
Revised 4/01//2002
r
APPLICATION FOR HVAC PERMIT (Continued from reverse side)
TYPE OF SYSTEM: TYPE OF BUILDING:
❑HEATING ❑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 GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION)
DESCRIDE 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
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.
3D300.3
CONTRACTORS LICENSE NO,- TYPE STATE
X!��ZDATE
SIGNATURE OF APPLICANT
RRsldentlal&Light Corrrnerclal HVAC Loads Program Elite Software Development,Inc. 4
% J.CT 06477-3601 3-13-02 Page 3 j
f •
ital Building Summary Loads
Component Area Sen. Lat. Sen. Total
Description Cuan Loss_ Gain Gain Gain
1A Window Clear Glass Wood Frame 179 11,519 0 9,106 9,106
1C Window Clear Glass Metal Frame 10 751 0 834 834
j 10D Door Wood Solid Core 36 1,076 0 274 274
12C Wall R-11 + 1/2"Gypsum(R-0.5) 1,551 9,072 0 2,315 2,315
16A Ceiling No Insulation 770 29,979 0 12,450 12,450
16G Ceiling R-30 Insulation 1,193 2,558 0 1,456 1,456
19F Floor Over Basement/Encl Crawl Carpet_No Insulation 1,948 131801 0 0 0
Subtotals for structure: 5,687 68,756 0 26,435 26,435
Active People: 15 0 3,450 4,500 7,950
Inactive People: 0 0 0 0 0
Appliances: 0 0 0 0 0
Lighting: 0 0 0 0 0
Ductwork: 0 17,581 0 5,906 5,906
Infiltration: Winter CFM: 268.0, Summer CFM: 119.1 225 19,147 2,700 1,700 4,400
Ventilation: Winter CFM: 0.0, S_ummer CFM: 0.0 0 0 0 0 0
Sensible Gain Total: 38,541
Temperature Swing-Multiplier-: X1.00
Building Load Totals: 105,484 6,150 38,541 44,691
Check Figures
Total Building Supply CFM: 1,753 CFM per square foot: 0.785
Square feet of room area: 2,233 Square feet per ton: 535.35
Building Loads
Total heating required with outside air: 105,484 Btuh 105.484 MBH
Total sensible gain: 38,541 Btuh 86 %
Total latent gain: 6,150 Btuh 14 %
Total cooling required with outside air: 44,691 Btuh 3.724 Tons(based on sensible+ latent)
4.171 Tons(based on 77%sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
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------ - -- Friday,Jury 02,2004
• JAN.19.2005 11:11AM 7—D ENGINEERING N0.189 P.2
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Member Data
Description: MemberType:13eam Application:Flom
Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:NBC
Live Load: 40 plf Deflection Criteria: L/360 live,L240 total 1.000"max.LL
Dead Load: 10 plf Deck Connection:Nailed Member Weight 25.3 plf
DOL: 100% Filename:KYB2
Non-standard Loads
Type Trib, live Dead
(Description) Begin End Width Start End Start End DOL
Rei3lacement Uniform 010.001, 247 0.00" 10' 0.W' 40 10 100%
2400
24 00
Bearings and Reactions
Input Minimum Worst Case
Location Type length Length Total 100% Dead Total
1 0' .00" Was N/A 1.614 e3420 48300 15130 e342#
2 24'1.75" Wall N/A 1.61" 63420 4830# 15139 6342#
Design spans
2471.77
Product 2.0 MgidLam 1-Vl.1al4 x 1A 3 ply
Mlnlmwn 1.61"bearing required at bearing#1
Minimum 1.61"bearing required at bearing#2
Design assumes continuous lataral bracing for both chords.
Allowable Stress Design
Actual Allowable capactty tocatlon Loading
Positive Moment 38283V 67732.11E :56% 12.07' Total load 100%
Shear 5554.0 17955.# 30% .01, Total bed 100%
LL Deflection .5995" .6049" L1483 12.OT Total load 100%
TL Def alon .7873" 1.20731 L1368 12,07 Total load 100%
Control: LL Deflection
Design assumes a nepetltive member use increase in Mending stress: 4%
Manufactures installation guide MUST be consulted for m&-py co rlectl.n dstalts and attematives
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General Win:JP 01/19/05
job:Clark Reahy 10:10am
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Member Data
Description: Member Type:Beam Application:Floor
Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:14BC
Live Load: 40 plf Deflection Criteria: LI360 live,L240 total 1.000"Max LL
Dead Load: 10 ptf Deck Connection:Nailed Member Weight; 16.7 plf
DOL: 100% Filename General JP G
Non-standard Loads
Type Trib. Live Dead
(Description) Begin Cc End Width Start End start End DOL
010.001, 661 0.00" 1 V 9.00" 40 10 100%
Replacement Uniform(psf) 0' 0.00" 56' 0.00" p 80 100%Replacement Uniform(plf)
Replacement Uniform 0' 0.00" 56' 0.00" 18' 9.00- 40 10 100%
700 zoo 700 700 700 700 7a0 700
5600
Bearings and Reactions
Input Minlmum WOrat(�8e
Location Type Length Lenath Total foot'. Dead Tonl
1 0' .00" Wall 5.50" 1.50" 6089# 4476# 1218# 56W
2 6'7.36' Wall 5.50" 4.07" 151140 12409# 38160 16025#
3 13'7.38' Wall 5.50" 3.91" 13473# 121919 3224# 15414#
4 20'7.38" Wall 5,50' 4.00" 13896* 12431# 3325# 15755#
5 27'7.38F W211 5.50" 3.98" 137559 123910 1291t 156820
6 34'7.38" Wall 5.50" 4.00" 13B96# 12431# 3325# 15755#
7 41'7.38" Wall 5.50" 3.91" 134730 121910 3224# 15414#
6 48'7.38" Wei 5.50" 4,07' 151140 124099 3616# 16025#
9 55'2.75" Wei 5.50" 1.50' 6089# 4476# 12189 6694#
Design spans
6'7.3r T .00 T .00" T W1 T .ccr
6 7.W'
Product 2,0 Rlgldt.arn WL 1314 x 11.876 3 ply
Design a66umes continuous lateral bracing for both chords.
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Allowable Stress Design
Actual Atlowab;e Capacity Location Loafing
Posltive Moment 8211.'# 31052.4 26% 2.96' Odd Spans 100%
Negative Moment 10549.V 31052.V 33% 6.61, Adjacent 1 100%
Shear 61654 11845.# 529A 5.96, Adjacent 1 1000,6
Max.Reaction 16024.# 21856.# 73% 6.61, Dead bad
LL Deflection .033T' 2205" L O+ 3.31' Odd Spans 100%
TL Deflection .0404" .3307" L/999+ 2.W Odd S ans 100%
Control: Max.Reectim
Design assumes a repetitive member use increase In benaing stress: 4%
Mamt cturees imteAation gude MUST be consulted for multi-Oy connection deUR and altemative6
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JAN.19.2005 it 11AM 7—D ENGINEERING NO.189 PA
General atin:JP 01/19/05
job:Clark Realty 10:1 Imn
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Member Data
Description: Member Type;Beam Application:Floor
Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:NBC
Live Load: 40 plf Deflection Criteria: L1360 live,L240 total 1.000"max.LL
Dead Load: 10 plf Deck Connection:Nailed Member Weight 25.3 plf
DOL: 100% Filename KY81
Non-standard Loads
Type Trib. Live Dead
(Description) Begin Enid Width Start End start End D01.
Re lacement Uniform 0' 0.00" Z4' 0.00" 19 0.00" 40 10 100%
I
2400
2400
Bearings and Reactions
Input Minimum Worst Case
Location type_ Length length Total 100% Dead Total
1 0' .00" Walt N/A 1.61' 6342tt 40W 1513# 6342#
2 24'1.75" Watl N/A 1.61" 6342# 483M 1513# 03420
Design spans
24 1.75'
Product 2.0 RigldLam LVL 1-314 z 18 3 ply
Minimum 1.610 tearing required at bearing#1
Minimum 1.61"bearing required at bearing 0 2
Design assumes continuous lafaral tracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 38283.1E 67T32.1 66% 12.07' Total load 100%
Shear 6554.4 17955.#' 30% .01, Total bad 100%
LL Deflection .5995" .8049" U483 12,07' Total bad 100%
TL Deflection .7873" 120731 L/368 12,OT Total bad 100%
Control: U.Deflection
Destgn assumes a repetitive member use inaeme in bending stress: 4%
Manufadan-es Installation guide MUST be consulted for mu3i-pt correction details and attematives
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Member Data
Description: MemberType:Beam Application:Floor
Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:NBC
Live Load: 40 plf Deflection Criteria: Lr360 live,L240 total 1,000"max LL
Dead Load: 10 plf De&Connedon:Nailed Memberweight: 16.7 plf
DOL: 100% Filename:General JP G
Nonstandard Loads
rAw Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(psf) 0' 0.00" 56' 0.00" 1819.0011 40 10 100%
Replacement Uniform(plt) 0' 0.00" 56, 0.00" 0 80 100%
Re lacement Uniform 010.001, 56' 0.00" 18' 9,00" 40 10 100%fl
77
7 0 0 7 0 0 7 0 0 7 0 0 7 0 0 7 0 0 7 0 0 7 0 0
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Bearings and Reactions
Input Nnnimum worstcase
Location Type Length Length Total 100% Dead Total
1 0' .00" Wall 5.50• 1.50" 5089# 4476# 12189 56W
2 V 7.38" Wall 5.50" 4.07' 15114# 124OW 35160 16025#
3 IT 7,38" Wan 5.50' 3.91" 13473# 12191# 3224# 15414#
4 20'7.3W Wall 6.50' 4.00" 1389W 12431# 3325# 15755#
5 2T 7.38" Wan 5.50" 3.98" 13755# 12391# 3291# 15662#
6 34'7.38" Wall 5.50" 4.00" 13896# 12431# 33250 157554
7 41'7.38' Wall 5.50' 3.91" 13473# 12191# 3224# 15414#
8 48'7.38' Wall 5.50' 4.07" 151144 124090 35160 16025#
9 56 2.75' Wall 5.50" 1.50" 5089# 4476# 1218# 56W
Design spans
V 7.3r T .00' T .ar' T .00" T ,W, r .00"
Product 2.0 RigidLam LVL 1J/4 x 11.876 3 ply
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacl$r Location Loading
Posltl"Moment 6211.V 31052.'* 26% 2,98' Odd Spans 100%
Negative Moment 10549.*# 31052.V 33% 6.61, Adjacent 1 100%
Shear 61651 116450 52% 5.95 Adjacent 1 100%
Max Reaction 16024.9 216564 73% 6.61, Dead load
LL Deflection .0337" .2205" L/999+ 3.31' Odd Spans 100%
TL Deflection .0404" .3307" L/999+ 2.98' Odd Spans 100%
Control: Max.Reaction
Deslgn assumes a mlxtldve member use increase in bending stress: 4 eA
Manufacturers installation guide MUST be consulted for mul6py, connection detans and attematives
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APPLICATION FOR HVAC PERMIT :r
TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT
1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE) 860-644-2511 EXT. 230
IT
DEPARTMENT DECISION R'
APPLICATION IS HEREBY:
APPROVED: BLDG.PERMIT NUMBER:
4- I1 k
ATE r INSPECTOR
LOCATION OF WORK: 104 Loomis
APPLICANT: OWNER: TYPE OF STRUCTURE:
O NEW BUILDING
NAME:
HARP Home services NAME: Sudesh Pamidi OADDITION
PHONE NUMBER: 860-623-4350 847-769-1962
PHONE NUMBER: EXISTING BUILDING
ADDRESS:483 Spring St ADDRESS: 104 Loomis Street
Windsor Locks, Ct 06096
South Windsor, Ct 06074 TYPE OF USE:
XRESIDENTLAL o COMMERCIAL
jim@harpmech.com
WAC INFORMATION: FURTHER DESCRIPTION OF WORK:
TYPE OF SYSTEM: kMATING o AX Remove and replace the existing gas furnace with new
HEATING: Lennox brand 96%efficient 2 stage variable speed
TOTAL HEAT LOSS MIUH) 79,000,F(HEAT LASS SHEET REQUIRED) blower and controls with new 50 gallon power vent
DESCRIBE ALL HEATING EQUEPMENT(INCLUDE MAKE AND MODEL NO.): direct vent water heater
Lennox EL296UH090
ESTIMATED COST:S 7,500.00
AIR CONDITIONING:
DESIGN TEMP:OUTSIDE 88&F INSIDE 7 O°F DIFFERENCE 1j FEE E VCLASED:S 144'00
TOTAL HEAT GAIN(STUN) (HEAT GAIN SHEET REQUIRED)
DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): G"
FEE SCHEDULE:$18 PER$1,000 OF TFLEIESTIMATED COST.
ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS
$1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART
OF THE PERMIT FEE)
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 PERFOMANCE OF SUCH WORK
CONTRACTORS LICENSE NO.: 'ARR411 TYPE: S-1 STATE: Ct 2019
SIGNATURE OF APPLICANT: x,"-e� L.G 4LQit .c1_ DATE: 1/28/19
r
!►
s
n
1900090 TOWN OF SOUTH WINDSOR, CT
'PERMIT NUMBER HVAC PERMIT
DATE: 02/05/2019
GIS 1D:54700104 FEE: 144.00
MUNIS APPLICATION# 201900221 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: HARP HOME SERVICES LLC ADDRESS: 104 LOOMIS ROAD
ADDRESS: 483 SPRING STREET L OWNER: PAMIDI SUDESH&
104 LOOMIS ROAD
WINDSOR LOCKS,CT,06096
a
DESCRIPTION OF WORK: REMOVE/REPLACE GAS FURNANCE
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY �BUI G DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDINO OFFICIAL
2/5/2019 1:56 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE