HomeMy WebLinkAbout155 GRAY RD Revised 4/01//2002
DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT
TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: ("2�0 o 3 Z 1
BUILDING DEPARTMENT
APPR 1540 SULLIVAN AVENUE
Bldg.Permit#
4 � rwm
ti644-2511 ext. 230DattfBuildin
Application must be printed or typed
FEE SCHEDULE Location of Job:
C < a
$0-$1,000=$15.00 FfTe-inant
et Lot No.
Over$1,000=
$15.00 per$1,000 __
or any fraction thereof gnation Apt.No.
APPLICANT K.1
APPLICANT ADDRESS ASS 6rc i ��th
APPLICANT PHONE# 960 "L " 7 ZZ S—
o ON S F,q OWNER S
OWNER ADDRESS / S 6
0 r. OWNER PHONE 9 60 7 ? S� _-
C ESTIMATED COST$
IS THIS A CONTRACT COST? _Yes __,XNo
c-)
o �(� FEE ENCLOSED$ /S .
fIV�S O�� TYPE OF JOB: I00 - I
R-C _New Installation
Alteration/ dditi epair
APPLICATION FOR HVAC PERMIT (Continued from reverse side)
TYPE OF SYSTEM: TYPE OF BUILDING:
it HEATING O RESIDENTIAL
A/C ❑COMMERCIAL
VENTILATION ❑INDUSTRIAL
HEATING
❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS.
X HYDRONIC ❑WARM AIR D 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.)
90 �n ��� yycl�,c �iy - ,bl^�• a.1 S-f%,l, c4.
GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT BTUH)
TYPE OF FUEL
0 OIL--GPM OIL TANK LOCATION:❑INSIDEO 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)
DESCRIBE COOLING EQUIPMENT(�CLUDING MAKE&MODEL NO.)
V-P►'�t /U �2X`S 4'`") S 1✓1
yn�in+s�iCl rCu�� ✓►e,�- off, Gckxk �-ri-�c+,.�cJ t�tvorc�J' �'ct'j •�. �0�1;�:
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 APPLICATIOyN)
FURTHER DESCRIPTION OF WORK C 00
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.
-H 6y-)�e b4p'1_r'
CONTRACTORS LICENSE NO. TYPE c STATE
SIGNATURE OF APPLICANT �� DATE
I
i
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R=40.00
b / AREA FIELD T=24.68
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OF THE REOULAMONS OF CONNECnCUT STATE AC LACES-'MINIMUM STAWARDS FOR SURVEYS AND MAPS IN :
THE STATE OF CONNECnCUT:AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,INC-
AND CONFTX21 M TO HMZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2 +�
TO THE BEST OF MY IOJo E .THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
T .�:�,t a • ,. ii�,� •�::..`i+..........r._��...., 12082
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165 South Satellite Rood South wmdsor. Corw+ecticut 06074
APPLICATION FOR ELECTRICAL PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT
I abo27C
APP V 1540 SULLIVAN AVENUE _
644-2511 ext. 230 Bldg.Permit#
Date Building Inspector
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$1,000=$15.00 F
Over$1,000= Street Lot No.
$15.00 per$1,000 1?�,d-ev)c-e-
or any fraction thereof Tenant Designation Apt.No.
APPLICANT OGuq
APPLICANT ADDRESS I S `(�'cci
s w;rtil sor CT" G607
APPLICANT'S PHONE# �?GU—
OWN $f OWNER
( q� OWNER ADDRESS ) ES 00CA)
S, <-U;►t1s C► 0w-7 C/ —
OWNER PHONE -7 s-
lot
a ESTIMATED COST$ 3
�* (� IS THIS A CONTRACT COST? Yes ____XNo
- FEE ENCLOSED$ '5
TYPE OF JOB:
t x
SOR.CO� New Installation
Alteration/Addition/Repair
*40!off c)lOa�f
Revised 03/05/10
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? ❑ YES ❑ NO
RESIDENTIAL CURRENT USE AND OCCUPANCY R ess�0ke-'Cl2_
❑ BUSINESS
❑ ASSEMBLY FUTURE USE AND OCCUPANCYs ' °I'�^�
❑ EDUCATIONAL G�_Vhe/_
❑ INSTITUTIONAL & 0Trgr= NAME Dcyq PHONE
❑ FACTORY —�
❑ STORAGE ADDRESS �S S 6' Ccel)
❑ GARAGE
❑ MIXED USE CITY S w'r�`r STATE C-1 ZIP 0607y
(Other please specify)
TYPE OF INSTALLATION/WIRING METHOD
SIZE OF SERVICE 0 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 V
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
S4011 -7 rzcpssed
/ —3 W•r,e w.4 , S L�,_"4cllfs
.Zns4// 6 us
L3•� Zns }�►! I 5...r-ke�Co moo►•. c hca ✓. L
7� �Y�S�I l s�r k_z n'O�S `c ire c L j k �t/�I Gc f /1c leS
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
0 6 Lo 1�
Oz_
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE 7-
DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT
#
Application is hereby: TOWN OF SOUTH WINDSOR PERMIT 1 C PERMIT
BUILDING DEPARTMENT
APPROVE 1540 SULLIVAN AVENUE
•lu 644-2511 ext. 230 �3 Bldg.Pen�#
Date Building Inspecto
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$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT Om c, 0'r,
APPLICANT ADDR'ESS'j 1 Sr
APPLICANT PHONE# 66'G" 6 YS'— Q 3 G t
O W N S F,q OWNER O IAT C S
OWNER ADDRESS
Oa OWNER PHONE G— ! 0 G.3G 1
a ESTIMATED COST$ IL CPU?r
xc
* IS THIS A CONTRACT COST? Yes -No
FEE ENCLOSED$ l
r�bso- C 0 TYPE OF JOB:
R- New Installatio 1�
'��O�851ID
Alteration/ epair
APPLICATION FOR PLUMBING PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
RESIDENTIAL BUILDING PERMIT APPLICATION? ❑YES ❑NO
BUSINESS CURRENT USE AND OCCUPANCY
❑ASSEMBLY
❑MERCANTILE❑ EDUCATIONAL FUTURE USE AND OCCUPANCY SQ wt
�
❑ INSTITUTIONAL
❑FACTORY ENGINEER'S NAME o-!n C--C PHONE_SO 0 -V 1$-C S0
❑ STORAGE
❑GARAGE ADDRESS EsT
❑MIXED USE
(Other please specify) ds
CITY SoLktk Wi- o y STATE ZIP b
TYPE OF INSTALLATION P V C PQ)( t-1 b i 4Q D CgDaIZE OF MAIN DRAIN t0 3 '� P Y C,
NO.OF TOILETS�_STYLE QJ pit qq M d NO.URINALS STYLE -------
NO.OF BATHTUBS_� NO.OF SHOWERS�_ NO.OF LAVATORIES _
NO.OF CONDUCTORS SIZES ,, NO.OF STACKS� SIZE-1_ !.2
AREA OF ROOF 7 05 NO.OF CATCH BASINS NO.OF FLOOR DRAINS Y) n Q
NO. OF OTHER FIXTURES "e"Q KIND -—
ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW dYES ❑NO
SIZE OF WINDOW 9 IF NONE C.F.M.OF VENTILATOR
SIZE OF DUCTS SEWER OR SEPTIC TANK SQh1C(
SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER ?y 'cod fo 31
WATER HEATER: TYPE S MANUFACTURER E qV j r0&-w n
DESCRIPTION OF WORK
a JJ41 C-1 . Con
o a aod Rd• 41 ^ A04 tuck
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND-1777—
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
CONTRACTORS LICENSE NO. TYPE STATE
SIG OF LIC � DATE
ti
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
PERMIT#
Application is hereby: TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT
APPROVE 1540 SULLIVAN AVENUE Bldg.Permit#
644-2511 ext. 230
Date Buildini Inspector
Application must be printed or typed
Location of Job:
FEE SCHEDULE 7No.
$0-$1,000=$15.00 Stre Street Lot No.
Over$1,000=
$W.00 per$1,000 or any fraction thereof Tenant Designation Apt.No.
APPLICANT n
APPLICANT ADDRESS I� `i C, Ir« V K
APPLICANT PHONE# U
W N S F,q OWNER —
OWNER ADDRESS
O OWNER PHONE
C ESTIMATED COST$ �'
IS THIS A CONTRACT COST? C Yes G No
�r
�G FEE ENCLOSED$ 1�y TYPE OF JOB: C
I
SCR C0 O New Installation \
#xteration/Addition/Repair Revised 8/99
UN o0 646
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? ❑ YES ❑NO
❑RESIDENTIAL
❑BUSINESS CURRENT USE AND OCCUPANCY
❑ASSEMBLY
❑MERCANTILE FUTURE USE AND OCCUPANCY
❑EDUCATIONAL
❑INSTITUTIONAL ENGINEER'S NAME PHONE
❑FACTORY
❑STORAGE ADDRESS
Cl GARAGE
❑MIXED USE CITY STATE ZIP
(Other please specify)
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 ❑NO
NUMBER OF LIGHT 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
�C}
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
A 5(,15ti
SIGNATURE OF APPLICANT D
South Windsor
BUILDING DEPARTMENT
BUILDING PERMIT
STATE OF CONNECTICUT
WORKERS'COMPENSATION COMMISSION
Building Permit Affidavit for Property Owners or Sole Proprietors
(Conn.Gen.Stat.§31-286b)
Property located at�155 r a I
In the town of—, S n U-1-14
Name of building permit applicant:
Please check one:
1..L I am the owner of the above property.
2._I am the sole proprietor of a business.
2A.Name of business
2B.Federal Employer Identification Number(FEIN)
....................................................................................................................
Pursuant to§31-286b,"a property owner or sole proprietor[who]intends to act as a general
contractor or principal employer"may provide either a certificate of workers'compensation
insurance or a"sworn notarized affidavit... stating that he will require proof of workers'
compensation insurance for all those employed on the job site in accordance with this chapter."
Please check one:
1._I do not intend to act as a general contractor or principal employer.
[Sign and stop here]
Signature of applicant
2._I intend to act as a general contractor or principal employer.Applicant must either
provide a certificate of workers'compensation insurance or sign the affidavit
below.
.............................................................................................................;......
Affidavit
I hereby swear and attest that I will require proof of workers'compensation insurance for every
contractor,subcontractor,or other worker before helshe engages in work on the above property in
accordance with the Workers'Compensation Act(Chapter 568).
I understand that.pursuant to§31-275 C.G.S.,officers of a corporation and partners in a
partnership may elect to be excluded from coverage by filing a waiver with the appropriate
District Office;and that a sole proprietor of a business is not required to'have coverage unless he
files his intent to accept coverage.
Sign t rea of applicant
Subscribed and sworn to before me this day of J ,200_Z.
(Notary Pu 'ct Commissioner of the Superior Court)
1
DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT
PERMIT#
Application is hereby:
TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT q
APPROVED 1540 SULLIVAN AVENUE Bldg.Permit#
-- !' 644-2511 ext. 230
Date Building Inspect,*
Application must be printed or typed Q
FEE SCHEDULE Location of Job:
C G
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT L�
APPLICANT ADDRESS \ S-�ctx� QA
APPLICANT PHONE# O
OWNER
11%O W N S f,q -
< OWNER ADDRESS
0 p , F, OWNER PHONE
ESTIMATED COST$ --
� V P
.� IS THIS A CONTRACT COST? _Yes _No
FEE ENCLOSED$_ j
f�O i•��' TYPE OF JOB: `\�
Sp R-C O New Installation
Alteration/Addition/Repair
Ro sed 4/01/R002
0
f
APPLICATION FOR RVAC PERMIT (Continued from reverse side)
TYPE OF SYSTEM: TYPE OF BUILDING:
HEATING ❑RESIDENTIAL
A/C ❑COMMERCIAL
0 VENTLATION O 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
❑OIL—GPM OIL TANK LOCATION:❑INSIDE❑OUTSIDE CAPACITY
1�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 APPLICALT/ION) �/,_ /f., _ / J1
FURTHER DESCRIPTION OF WORK 1 g�r'!�
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECT ICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
CONTRACTORS LICENSE NO. TYPE D
SIGNATURE OF APPLICANT-��� DATE 1
South Windsor
BUILDING DEPARTMENT
cell
o
i
AYWARD
Installation,
Operation & Service Procedures
Pool and Spa/Hot bb Heaters
Models H150 H2O0 H250) HH3001 0 & H40035
DESIG#
FOR YOUR SAFETY
SP SP
WARNING: If the information in these
instructions is not followed exactly, a fire or c v tERTIFlED
E�TIFIE
explosion may result causing property dam-
age, personal injury, or death.
— Do not store or use gasoline or other flam-
mable vapors or liquids in the vicinity of this
or any other appliance.
WHAT TO DO IF YOU SMELL GAS
• Do not try to light any appliance
• Do not touch any electrical switch; do not
use any phone in your building
• Immediately call your gas supplier from a °
neighbor's phone. Follow the gas suppli-
er's instructions. O
• If you cannot reach your gas supplier, call
the fire department.
— Installation and service must be performed
by a qualified installer, service agency or the
gas supplier.
FOR YOUR SAFETY
This product must be installed and serviced by authorized personnel,qualified in
pool/spa heater installation. Improper installation and/or operation can create carbon
monoxide gas and flue gases that can cause serious injury,property damage,or death.
For indoor installations,as an additional measure of safety, Hayward strongly recom-
mends installation of suitable Carbon Monoxide(CO)detectors in the vicinity of this appli-
ance and in any adjacent occupied spaces. Improper installation and/or operation will
void the warranty.
PAMNT NO.6026804 1302704WI 0106
i
Poo
� � z, /�
i cccric # APPLICATION FOR BUILDING PERMIT
Plumbing# 155 Gray Road Date:
HVAC #
Sprinkler# 30877
FINAL P _ - - --_—_ Estimated Cost `3.
Building q o6 mod— COMPLETE RED BOXED AREAS Permit Fee $
En nee Occupancy Fee $ /
TYPE OR PRINT ONLY
Affidavit Eng. Insp. Fee $
Appr. for C 41 e SIGN ON REVERSE SIDE Total Fee $ DU, 10
TO THE BUI ING DEPAR ENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following:
Applicant�,z)Q as 'Location of Work \SS (=rraY R d Lot No.
Applicant's Address\55 1e1.# !o u$ 0 J of
Town Zip_ Q (nor)y Lic.#
Owners Architect
Owner's Address Architect's Address
Zip Zip
Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permit �_, _
City Wate(A Well❑ Septic System'/ Sewer❑
Ins: HO t. _ Are Basement Garage
Approved by c7,-6 Use Group_� Construction Type
Revised 6102
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required
distances from all other zones and is located in which this building and its use is allowed.
Signed�c �
I hereby apply for a Certificate of Occupancy for. the work described in this application for the permit.
c
1 Signed X\�
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
t
e
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
-------------------------------------------------------------------------------
•*-30877-B 6,000
E02 UNDERGROUND 08/02/04 PJP A PER HMOWNR ELECTRICIAN TO START THIS WK
B10 FINAL 05/11/06 JFF A WITH OWNER
•*-19044-E 300
Electric # APPLICATION FOR BUILDING PERMIT
Plumbing# 155 Gray Road Date: _ a
HVAC #
Sprinkler# 731177 Estimated a60�
FINAL APPROVALS F0100- SIGN
- --- — - - - --- > Permit FeCost $Building PLETE RED BOXED AREASEn 'neerin Occupancy Fee $Affidavit g TYPE OR PRINT ONLYEng. Ins Fee PAppr. for CO. ON REVERSE SIDE 4 Total Fe $ el)
TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT .,,)Addi 'onal Cost) $
The undersigned hereby applies to do work according to the following:
Applicant / ti' 41`61C,41 cation of Work /3 . 4Y Lot No.
Applicant's Address as Wl<< R Tel.# iO '/8& tli- y
Town AN F 57 ,PZ - 30 Zip 060 _Lic.#Nk w,f�ewt'�f 4 i
Owner Architect f&1g4C
Owner's Address / L2 C.4 Y of-d Architect's Address
ac. Wi a 0_5Ct Zip 06C? Zip
Sq. Ft. New Area: 1st A. 70:�30 l*t Q!5 FI. �/ �S/7" 3rd FI. -•3� -� Total New Area
Purpose of this permit 44FLGOr / ew W ,4c c
sT rC 4-','<< - 41 C
•+ f l
City Water' Wel Septic System❑ Sew
Ins: HO S Cert. Ar Basement Garage— �l
Approved by Date Q Use Grow✓ Y� Construction Type.
Revised 6102
�� J
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 builX;C -
d its use is all ed.
Signed
I hereby apply for a Certificate of Occup cy fokeork Zderibed in is application for the permit.
Signed
DO NOT WRITE/ELOW IS LINE
INSPECTION OMMENTS
Douglas C. Stoker
155 Gray Road 6-U 7
South Windsor, CT 06074
To: Chris Dougan
Chief Building Inspector
Re: Building permit for addition at 155 Gray Road
Please rescind the proposal for the addition at 155 Gray Road by Titan Contractors.
Please return their plans and refund their permit fee in full.
A new building permit will be taken out by a new contractor. The new addition
will be smaller in size,and will be less costly. Thank you in advance for your attention
to this matter. Any questions,please feel free to call me at(860)648-0301,or(860)
881-7995.
Thank you again,
Douglas C. Stoker
Property owner
155 Gray Road
South Windsor,CT 06074
"fluild saucture1*12.209t, _,7D 1 74JE-Lev 5-17-07
%tatenals Database 647 U/'J"1/ 1 of 3
Member Data
Description: CalcAl Member Type: Joist Application: Floor
Comments: Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: NBC
Live Load: 40 PSF Deflection Criteria: L/480 live, U240 total
Dead Load: 15 PSF Deck Connection: Glued& Nailed
DOL: 100% Filename : UNKNOWN
Non-standard Loads
Type Live Dead
(Description) Begin End start End Start End DOL
Point PLF 0' 1.75" 60 30 115%
16 014
16 014
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 115% 100% Dead Total
1 0'0.00" Girder N/A N/A 690# 690# 60PLF 311 PLF 147PLF 518PLF
2 15'6.50" Wall N/A 1.75" 5704 570# OPLF 311 PLF 117PLF 428PLF
Design spans
15'6.50"
Product:IB 400 9 1/2" 16.0"O.C.
Component Member Design has Passed Design Checks."
NOTE:Pass-thru framing is required at point loads over bearings.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 2214.# 2800.'# 79% 7.77' Total load 100%
Shear 570.# 1185.# 48% 0' Total load 100%
End Reaction 570.# 1185.# 48% 15.54' Dead load
LL Deflection 0.3159" 0.3885" U590 7.77' Total load 100%
TL Deflection 0.4344" 0.7771" U429 7.77' Total load 100%
Control: LL Deflection
Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table
Web stiffener and minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
All product names are hadernarks of their respedive o—ars
Copyright(C)19B9-2005 by Keymark Enterprises,LLC ALL RIGHTS RESERVED.
E%TERPRISE&LLC
in deflrred of wilm the member,floor joist,beam or girder,shorn on this
drvjftnMa4 appricable design criteria for Loads.Loading Condrborm.and Spare
Eontimisheisit.The'Wgn must be revreaed by a purified designer or deapn
r required for approval.This ddT araurrss product' , Iabart
ding to the mars4earer's apadlicsUaa
1
KcyBuild SCuglue-2.209h 7D 11274JE-Level 11 5-17-07
kmBeamEngme 4.417c
Materials Database 647 11:27am
2 of 3
Member Data
Description:CalcG1 Member Type:Girder Application:Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:NBC
Live Load: 0 PLF Deflection Criteria: U360 live,U240 total
Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 20.8 PLF
DOL: 100% Filename UNKNOWN
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(PLF) 0' 0.00" 16' 0.88" 27 10 100%
Replacement Uniform(PLF) 0' 0.00" 16' 0.88" 480 400 115%
Point LBS 15'11.13" 60 30 115%
16 014
16 014
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 115% 100% Dead Total
1 0'0.00" Wall WA 1.50" 7285# 3730# 208# 3348# 7285#
2 15'6.50" Girder N/A N/A 7375# 3790# 208# 3378# 7375#
Design spans
15'6.50"
Product:2.0 RigidLam LVL 1-3/4 x 11.875 4 ply
Component Member Design has Passed Design Checks."
NOTE:Pass-thru framing is required at point loads over bearings.
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 28305.7# 47614.'# 59% 7.77' Total load 115%
Shear 6357.# 18163.# 35% 0.01, Total load 115%
LL Deflection 0.3404" 0.5181" U547 7.77' Total load 115%
TL Deflection 0.6299" 0.7771" U296 7.77' Total load 115%
Control: TL Deflection
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturers installation guide MUST be consulted for multi-ply connection details and alternatives
Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table
Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
An product names are trademarks of Crew roepecbve owners
Copyright(C)1989-2005 by Ksymark Enterprises,LLC.ALL RIGHTS RESERVED.
ax^
E�tk.RYRISF S.U.C'
eerrg is defined y Wusn Cue member,Moor)del,bsem s girds,sfrowrt an Cis
dravAng meets applicable desO criteria for loads,loading Condrbd end Spins
ated m Cie sheet.TM design must be r mwmd by a qualified designs or dour
professiortal se required for approval.That design assumes product irotellation
woordng to to manufacturer's spedrrcaboro
WuilaSmecture-22096 7D 11274JE-Level 11 5-17-07
tnil3camEngine 4.417c
btauials D=base 6f7 11:27am
3 of 3
Member Data
Description:CalcG2 Member Type:Girder Application:Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:NBC
Live Load: 0 PLF Deflection Criteria: U360 live,U240 total
Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 18.4 PLF
DOL: 100% Filename UNKNOWN
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(PLF) 0' 0.00" 3' 6.00" 60 30 115%
Replacement Uniform(PLF) 3' 6.00" 35' 6.00" 60 0 115%
Replacement Uniform(PLF) 3' 6.00" 35' 6.00" 320 150 100%
Point(LBS) 3' 6.00" 480 400 115%
Point LBS 3' 6.00" 3840 3312 115%
2060 1500
3560
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 115% 100% Dead Total
1 0'0.00" Wall N/A 2.50" 9614# 3979# 1855# 3993# 9826#
2 20'1.38" Wall N/A 3.57' 14050# 2448# 6960# 4643# 14050#
3 34'8.75" Wall N/A 1.50" 2045# 393# 2093# 552# 3037#
Design spans
20'1.38" 14'7.38"
Product:2.0 RigidLam LVL 1-314 x 14 3 ply
Component Member Design has Passed Design Checks.`"
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 31990.'# 48623.W 65% 6.03' Odd Spans 115%
Negative Moment 28685.# 48623.# 58% 20.11' Total load 115%
Shear 9699.# 16060.# 60% 1.01, Odd Spans 115%
LL Deflection 0.5370" 0.6705" U449 9.05' Odd Spans 115%
TL Deflection 0.8164" 1.0057- U295 9.05' Odd Spans 115%
Control: TL Deflection
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
M product names we tradernarks of their reepsrdve owners
Copyright(C)l989.2005 by Keymark Enterprises,U.C.ALL RIGHTS RESERVED.
RPRISFS&ILI77
YeM is defined as when Dee member.9oor)Olaf,beam or glfder.atuewn en to
Erignimft applkabk deeps Clttena for loads.Losdng cofdNons.and Spans
sheet The design must be reviewed by a Qualified designer or dampsae readred for approval.This deeps sewanee prod ct irWdlabon
the manufacturer's apsafiraborr.
KeyBaild Strucnae^"2209h 7D 11274JE-Level 6 5-17-07
kmBmEngine 4.417c
Mataials Darabaw 647 11:27am
1 of 12
Member Data
Description:CalcAl Member Type:Joist Application:Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:NBC
Live Load: 40 PSF Deflection Criteria: U480 live,U240 total
Dead Load: 15 PSF Deck Connection:Glued&Nailed
DOL: 100% Filename UNKNOWN
Non-standard Loads
Type Live Dead
(Description) Begin End Start End Start End DOL
Point(PLF) 35' 1.38" 0 81 100%
Point PLF 0' 4.63" 0 81 100%
It I
.r T T T
5 0 0 10 0 0 10 0 0 1060
3560
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 100% Dead Total
1 0'0.00" Wall N/A 1.75" 173# 260# 101 PLF 95PLF 195PLF
2 4'7.38" Wall WA 3.50" 629# 690# 389PLF 129PLF 518PLF
3 14'7.38" Wall N/A 3.50" 728# 796# 449PLF 149PLF 597PLF
4 24'7.38" Wall N/A 3.50" 833# 871# 483PLF 171PLF 653PLF
5 34'8.75" Wall N/A 1.75" 402# 428# 180PLF 142PLF 321PLF
Design spans
4'7.38" 10,0.00" 10,0.00" 10'1.38"
Product:IB 400 91/2" 16.0"O.C.
Component Member Design has Passed Design Checks."
NOTE:Pass-thru framing is required at point loads over bearings.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 842.W 2800.W 30% 24.61' Adjacent 3 100%
Shear 454.# 1185.# 38% 24.61' Adjacent 3 100%
End Reaction 320.# 1185.# 26% 34.73' Dead load
Int.Reaction 871.# 2396.# 36% 24.61' Dead load
LL Deflection 0.0471" 0.2529" U999+ 29.67' Even Spans 100%
TL Deflection 0.0594" 0.5057" U999+ 30.18' Even Spans 100%
Control: Shear
Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table
AM product names we trademarks of Mar respective owners
Copy vN(C)19f1&2005 by Keym ark Enterprises.U.C.ALL R1GFfTS RESERVED.
Eli F.RPRISE5.LI.0
seeing is defined as when the member,floor Joist,beam or girder.strown on No
Jnromg meet,applicable design aned"for Loads.Losdirg condibet,.and Spare
feted on Mt,sheet.The deign must be reviewed by a qualdied designer or design
esiond s required for approval.This design ssumes product krlallation
'rg b the manufacturer's specifications.
KeyBudd Strtwwrr—2.209h 7D 11274JE-Level 6 5-17-07
kmBeamFnginc 4.417c
Materials Database 647 11:27am
2of12
Member Data
Description:CalcA2 Member Type:Joist Application:Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:NBC
Live Load: 40 PSF Deflection Criteria: U480 live,U240 total
Dead Load: 15 PSF Deck Connection:Glued&Nailed
DOL: 100% Filename UNKNOWN
Non-standard Loads
Type Live Dead
(Description) Begin End Start End Start End DOL
Point PLF 30' 4.13" 0 81 100%
10 212 10 0 0 10 6 0
30 812
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 100% Dead Total
1 0'0.00" Wall WA 1.75" 289# 316# 178PLF 59PLF 237PLF
2 9'10.12" Wall WA 3.50" 797# 852# 476PLF 163PLF 639PLF
3 19'10.12" Wall WA 3.50" 816# 867# 484PLF 167PLF 650PLF
4 29'11.50" Wall WA 1.75" 405# 431# 182PLF 142PLF 324PLF
Design spans
9110.12" 10'0.00" 10'1.38"
Product:IB 400 9112" 16.0"O.C.
Component Member Design has Passed Design Checks."'
NOTE:Pass-thru flaming is required at point loads over bearings.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 835.# 2800.'# 29% 19.84' Adjacent 2 100%
Shear 453A 1185.# 38% 19.84' Adjacent 2 100%
End Reaction 323.# 1185.# 27% 29.96' Dead load
Int.Reaction 866.# 2396.# 36% 19.84' Dead load
LL Deflection 0.0484" 0.2529" U999+ 24.9' Odd Spans 100%
TL Deflection 0.0611' 0.6057" U999+ 25.41' Odd Spans 100%
Control: Shear
Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table
AN product namee we tradernrb of their respective owners
/*FNTERFR1SFS.U.C
CopyripM(C)1Ng-2DD5 by Keymark ErMerpcmw LLC.ALL RIGHTS RESERVED.
defined as vOwn 1M member,flow Joist,beam or girder,stiom on this
ets appluyble dagn criteria for Loads Loading Conditions,and Spry sheet.The design must be reviewed by a quabfied designer or design
as required for approval.This design aesurnse product Installabon
the manufacturer's specifications,
KeyBuiild Stnlct,=—2109h 7D 112741E-Level 6 5-17-07
Ia OcwnEngme 4.417c
Materials DaL*ase 647 11:27am
3of12
Member Data
Description:CalcA3 Member Type:Joist Application:Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:NBC
Live Load: 40 PSF Deflection Criteria: U480 live,U240 total
Dead Load: 15 PSF Deck Connection:Glued&Nailed
DOL: 100% Filename UNKNOWN
Non-standard Loads
Type Live Dead
(Description) Begin End Start End Start End DOL
Point(PLF) 0' 4.63" 36 13 100%
Point(PLF) 35' 1.38" 0 81 100%
Point PLF 0' 4.63" 0 81 100%
5 0 0 10 0 0 10 O O 10 6 0
3560
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 100% Dead Total
1 0'0.00" Wall N/A 1.75" 239# 326# 137PLF 108PLF 245PLF
2 4'7.38" Wall WA 3.50" 629# 690# 389PLF 129PLF 518PLF
3 14'7.38" Wall WA 3.50" 728# 796# 449PLF 149PLF 597PLF
4 24'7.38" Wall N/A 3.50" 833# 871# 483PLF 171PLF 653PLF
5 34'8.75" Wall WA 1.75" 402# 428# 180PLF 142PLF 321 PLF
Design spans
4'7.38" 10,0.00" 10'0.00" 10'1.38"
Product:IB 400 91/2" 16.0"O.C.
Component Member Design has Passed Design Checks."
NOTE:Pass-thru framing is required at point loads over bearings.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 842.'# 2800.W 30% 24.61' Adjacent 3 100%
Shear 454.# 1185.# 38% 24.61' Adjacent 3 100%
End Reaction 320.# 1185.# 26% 34.73' Dead load
Int.Reaction 871.# 2396.# 36% 24.61' Dead load
LL Deflection 0.0471" 0.2529" U999+ 29.6T Even Spans 100%
TL Deflection 0.0594" 0.5057" U999+ 30.18' Even Spans 100%
Control: Shear
Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table
AN product name"we badernads of than respecbre ownee
copro t tcj1989-2005 by Keym"Erderpriew LLc.ALL wctirs RESERVED.
E\T F.RYR11F ti,LLC
Lessdefaced as when the member.floorjoist,beam orgirder,shornon 1Ms
ets applicable design criteria for Loads Loafing Condrbore.ad Spew alrsel.The deergn must W revrewad by a gwldred daagnar or desgn
mregrirod for approval.This desgn cremes prod ct McWlabon
the mamifacturw 8 speciricabom.
KeyBudd Struc Wre—nO% 7D 11274JE-Leve16 5-17-07
t sg=4.4t7c
Maeriats Da 9mm 647 11:27am
4of12
Member Data
Description:CalcG4 Member Type:Girder Application:Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:NBC
Live Load: 0 PLF Deflection Criteria: U360 live,U240 total
Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 4.2 PLF
DOL: 100% Filename UNKNOWN
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(PLF) 0' 0.00" 5' 2.75" 27 10 100%
Replacement Uniform(PLF) 0' 0.00" 5' 2.75" 27 10 100%
Point LBS 4' 10.13" 0 81 100%
5 212
5 212
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 10oa/b Dead Total
1 0'0.00" Wall N/A 1.50" 173# 119# 54# 173#
2 4'5.50" Wall N/A 1.50" 254# 119# 135# 254#
Design spans
4'5.50"
Product:2.0 RigidLam LVL 1-34 x 9.5 1 ply
Component Member Design has Passed Design Checks.`"
NOTE:Pass-thru framing is required at point loads over bearings.
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 193.# 6550.Y# 2% 2.23' Total load 100%
Shear 111.# 3159.# 3% 0.01, Total load 100%
LL Deflection 0.0019" 0.1486" L/999+ 2.23' Total load 100%
TL Deflection 0.0028" 0.2229" U999+ 2.23' Total load 100%
Control: Shear
Point loads over bearings are NOT included in the Design calculations.but ARE included in the Reaction table
All product names are trademarks of their respective owners
CopyrgM(C)1989-2005 by Keym"Enterprises.LLC,ALL RIGHTS RESERVED.
E�iF.RPRISF5.LLC
seemp ts defined M x/renr the rrrernber,fbor st,beam or girder,shown on No
mwrg meets applicable desgn cntene for Loads,Loading Corditions,and Spans
bted on On sheet.The design mud be reviewed by a quairfied deegner or door
professional ss required for approval.The deegn assume-product installabon
accordirg to the manufacturer's pwfiuown.
KeyBuild Smwwm"2209' 7D 11274JE-Level 6 5-17-07
1®BeamFagme 4.417c
Xtateriah Uaubau 647 11:27am
5of12
Member Data
Description:CalcG5 Member Type:Girder Application:Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:NBC
Live Load: 0 PLF Deflection Criteria: U360 live, U240 total
Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 4.2 PLF
DOL: 100%g Filename UNKNOWN
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(PLF) 0' 0.00" 5' 2.75" 27 10 100%
Replacement Uniform(PLF) 0' 0.00" 5' 2.75" 27 10 100%
Point(LBS) 4'10.13" 36 13 100%
Point LBS 4'10.13" 0 81 100%
TI IT
5212
5 212
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 100% Dead Total
1 0'0.00" Wall WA 1.50" 173# 119# 54# 173#
2 4'5.50" Wall N/A 1.50" 304# 155# 149# 304#
Design spans
4'5.50"
Product:2.0 RigidLam LVL 1-314 x 9.5 1 ply
Component Member Design has Passed Design Checks."
NOTE:Pass-thru framing Is required at point loads over bearings.
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 193.# 6550.'# 2% 2.23' Total load 100%
Shear 111.# 31591 3% 0.01, Total load 100%
LL Deflection 0.0019" 0.1486" L/999+ 2.23' Total load 100%
TL Deflection 0.0028" 0.2229" U999+ 2.23' Total load 100%
Control: Shear
Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table
AN product rums we tredemerM of their respective owners
CopyrtgM(C)1989-2005 by Keymark Enterprises,U.C.ALL RIGHTS RESERVED.
E%TF.RPRI6FSLLC
rq is defined as v*m the member.floorjoiK beam or girder.algwn on Iln
rip meets applicable design criteria br Loads,Load ng cond8 .and Span
sated on dq sheet.The design must be reviewed by a qualified designer or desgn
esioral as required far approval.This deeps awms product kWdietion
rig b the manufacturer a sped8caaaa
KeyBRild SbvcRacTM 2.209h 7D 112747E-Level 6 5-17-07
►nnRearnEnp_oif,c 4.417c 11.27am
Materials Database 647
6 of 12
Member Data
Description: Ca1cB1 Member Type: Beam Application: Floor
Comments: Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: NBC
Live Load: 0 PLF Deflection Criteria: U360 live, U240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 15.6 PLF
DOL: 100% Filename : UNKNOWN
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(PLF) 0' 0.00" 8' 1.88" 9 3 100%
Replacement Uniform(PLF) 0' 0.00" 8' 1.88" 27 10 100%
Replacement Uniform PLF 0' 0.00" 8' 1.88" 60 111 115%
810
r
8 1 0
Bearings and Reactions
Input Minimum worst Case
Location Type Length Length Total 115% 100% Dead Total
1 0'0.00" Wall NIA 1.50" 971# 247# 148# 576# 971#
2 8'2.75" Wall WA 1.50" 987# 252# 151# 585# 987#
Design spans
8'2.75"
Product:2.0 RigidLam LVL 1-V4 x 11.875 3 ply
Component Member Design has Passed Design Checks.—
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"bearing required at bearing#2
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable capacity Location Loading
Positive Moment 199l 35710.Ya 5% 4.11' Total load 115%
Shear 737.# 13622.# 5% 0.01, Total load 115%
LL Deflection 0.0067" 0.2743" U999+ 4.11' Total load 115%
TL Deflection 0.0166" 0.4115" U999+ 4.11' Total bad 115%
Control: Positive Moment
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturers installation guide MUST be consulted for multi-ply connection details and aftematives
All product revise rs trademarks of their respective owners
Copyright(C)l909-2005 by Kaymrk Enterprises,U.C.ALL RIGHTS RESERVED.
ENTERPRISES.I.L('
Peeslrrg is defined es"Mn the member,floor joist.ben or girder.slrowsl on Ibis
awing mesas applicable dssgn Maine for Enacts,Loedmg Conditions,-4 spars
low on this elsat.The design must be reviewed by a quali0ed designer o design
professional es required for approval.This design assumes product installation
worrvg b tier mnwletthuar'a ap"afiaMors.
Ktyl3uBdSmwtum-21Wh 7D 112741E-Level 6 5-17-07
krifflemnEagine 4.417C
ataterials Dambw 647 11:27am
7of12
Member Data
Description:Ca1cB2 Member Type:Beam Application:Floor
Comments: Lateral Bracing:Continuous Top
Standard Load: Moisture Condition:Dry Building Code:NBC
Live Load: 0 PLF Deflection Criteria: U360 live,U240 total
Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 15.6 PLF
DOL: 100% Filename UNKNOWN
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(PLF) 0' 0.00" 3' 6.00" 494 175 100%
Replacement Uniform(PLF) 3' 6.00" 12' 6.00" 494 171 100%
Replacement Uniform(PLF) 12' 6.00" 20' 0.00" 494 175 100%
Point LBS 0' 4.63" 12 23 115%
1000 1000
2000
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 100% Dead Total
1 0'0.00" Wall N/A 1.50" 2497# 2091# 703# 2794#
2 9'7.38" Wall WA 2.08" 8193# 5939# 2255# 8193#
3 19'2.75" Wall WA 1.50" 2469# 2079# 687# 2765#
Design spans
9'7.38" 9'7.38"
Product:2.0 RigidLam LVL 1-3/4 x 11.875 3 ply
Component Member Design has Passed Design Checks.'"
Design assumes continuous lateral bracing along the top chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 5574.Y# 31052.7# 17% 15.38' Even Spans 100%
Negative Moment 7883.Y# 31052.# 25% 9.61' Total load 100%
Negative Unbrod 7883.W 30790.'# 25% 9.61' Total load 100%
Shear 3427.# 118454 28% 9.62' Total load 100%
LL Deflection 0.0454" 0.3205" U999+ 4.33' Odd Spans 100%
TL Deflection 0.0558" 0.4807" U999+ 14.9' Even Spans 100%
Control: Shear
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturers installation guide MUST be consulted for multi-ply connection details and alternatives
AR product names we trademarks of their reepechve owners
Coppipht(C)1gW2005 by Kern"Enterprises,I.I.C.ALL RIGHTS RESERVED.
w
E%TFRPRISES.LLC
seeing is defined as whm the member,floor OW1,beam or girder.shown on On
J"Wrig meab applicable design orderia for Loads,Loafing ns,Conditio and Spans
fisted on tlee street.The design must be reviewed by a Qre ldiod designer
g or de
eedonal as recp*ed for sppmal.Thin door aseiwries product ketdlatlon
accorifirig to the manufacturer's apecificsbo
KLyBtillSm.-un-2109n 7D 11274JE-Level 6 5-17-07
kmBeamFngme 4.417c
Mahiials Database 647 11:27am
8of12
Member Data
Description:CalcB3 Member Type:Beam Application:Floor
Comments: Lateral Bracing:Continuous Top
Standard Load: Moisture Condition:Dry Building Code:NBC
Live Load: 0 PLF Deflection Criteria: U360 live,U240 total
Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 15.6 PLF
DOL: 100% Filename UNKNOWN
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(PLF) 0' 0.00" 3' 6.00" 449 147 100%
Replacement Uniform(PLF) 3' 6.00" 12' 6.00" 481 163 100%
Replacement Uniform(PLF) 12' 6.00" 20' 0.00" 449 147 100%
Point(LBS) 4' 0.00" 2448 0 115%
Point LBS 4' 0.00" 7080 4591 100%
1000 1000
2000
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 115% 100% Dead Total
1 0'0.00" Wall N/A 2.60" 9955# 1331# 5791# 3108# 10229#
2 9'7.38" Wall N/A 3.89" 15306# 1316# 9444# 4547# 15306#
3 19'2.75" Wall N/A 1.50" 1056# -198# 1897# 213# 2109#
Design spans
9'7.38" 9'7.38•
Product:2.0 RigidLam LVL 1-3/4 x 11.875 3 ply
Component Member Design has Passed Design Checks.""
Design assumes continuous lateral bracing along the top chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 32966.Y# 35710.'# 92% 3.61' Odd Spans 115%
Negative Moment 16398.Y# 31052.W 52% 9.61' Total load 100%
Negative Unbrcd 16398.'# 30650.'# 53% 9.61' Total load 100%
Shear 8587.# 11845.# 72% 9.6' Total load 100%
LL Deflection 0.1862" 0.3205" U619 4.33' Odd Spans 115%
TL Deflection 0.2648" 0.4807" U435 4.33' Odd Spans 115%
Control: Positive Moment
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and altematives
AM product names are trademarks of their respective owners
' CoprigH(C)19W2W5 by Keym"rk Enterprises,LLC.ALL RIGHTS RESERVED.
a
F'TERPRISFS.LLC
sesirp in defined as vAw the member.floor joiK beam a girder,stosn on the
drawng meets appilo"design cmens for Weds,Loafing Condrbar.and Spar
feted on the shed.The dea gn mud be ravtseed by a qualified desom w d aq
pmfiasamsd as required for approval.This design assume"product instalaaon
'ng to the msn&actraer's spect is ibon".
KeyBuM Smbct —2.209h 7D 11274JE-Level 6 5-17-07
kmBeamEngme 4.417c
Mamas Die 647 11:27am
9of12
Member Data
Description:CaIcB6 Member Type:Beam Application: Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition: Dry Building Code: NBC
Live Load: 0 PLF Deflection Criteria: U360 live, U240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 15.6 PLF
DOL: 100% Filename : UNKNOWN
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(PLF) 0' 0.00" 8' 1.88" 9 3 100%
Replacement Uniform(PLF) 0' 0.00" 8' 1.88" 27 10 100%
Replacement Uniform PLF 0' 0.00" 8' 1.88" 60 111 115%
8 1 0
8 1 0
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 115% 100% Dead Total
1 0'0.00" Wall WA 1.50" 971# 247# 148# 576# 971#
2 8'2.75" Wall N/A 1.50" 987# 252# 151# 585# 987#
Design spans
8'2.75"
Product:2.0 RigidLam LVL 1-3/4 x 11.875 3 ply
Component Member Design has Passed Design Checks.—
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"bearing required at bearing#2
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1996.W 35710.'# 5% 4.11' Total load 115%
Shear 737.# 13622.# 5% 0.82' Total load 115%
LL Deflection 0.0067" 0.2743" L/999+ 4.11' Total load 115%
TL Deflection 0.0166" 0.4115" L/999+ 4.11' Total load 115%
Control: Positive Moment
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
AN proctor*r re tae.m.b of drk reapeo4ve errs
Capyrlpht(C)IW8 .M%by K"mrk ErMrplaea,U.C.ALL RIGHTS RESERVED.
AWANT.......'S.UX
r Mined-whan No rrxamber,floor ioiK beam a pkder,ehn w Ws
mx"appYrablo design aft for LorY,Lxrdinp C*nftar,and Spsrr
WW on On shoal.The dWpn must be mvWmd by a qumkflw dswww a deeipn
prdemokmW-requmW for app si The dxWpn aeaum-p dxct mood elion
to the mrslac4ar'a spacilfuNona.
KeyBuild Smbctl m—2 209h 7D 11274J E-Level 6 5-17-07
kmBrmnFngme 4.417c
Materials Database e47 11:27am
10 of 12
Member Data
Description: Ca1cB7 Member Type:Beam Application: Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition: Dry Building Code: NBC
Live Load: 0 PLF Deflection Criteria: U360 live, U240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 15.6 PLF
DOL: 100% Filename: UNKNOWN
Non-standard Loads
Type Trib. Uve Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(PLF) 0' 0.00" 8' 1.88" 9 3 100%
Replacement Uniform(PLF) 0' 0.00" 8' 1.88" 27 10 100%
Replacement Uniform PLF 0' 0.00" 8' 1.88" 60 111 115%
8 1 0
8 1 0
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 115% 100% Bead Total
1 0'0.00" Wall N/A 1.50" 971# 247# 148# 576# 971#
2 8'2.75" Wall N/A 1.50" 987# 252# 151# 585# 987#
Design spans
8'2.75"
Product:2.0 RigidLam LVL 1-3/4 x 11.875 3 ply
Component Member Design has Passed Design Checks.'`
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"bearing required at bearing#2
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1996.W 35710.W 5% 4.11' Total load 115%
Shear 737.# 13622.# 5% 0.82' Total load 115%
LL Deflection 0.0067" 0.2743" U999+ 4.1 V Total load 115%
TL Deflection 0.0166" 0.4115" U999+ 4.11' Total load 115%
Control: Positive Moment
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturers installation guide MUST be consulted for multi-ply connection details and altematives
All product nemes are badernarks of their respective owners
Copyriyd(C)l9W2005 by Keymrk Enterprises.U.C.ALL RIGKrS RESERVED.
F'MEAPRIbFs.LL("
seeing ie defined es"horn the member,floor pest.best or girder,down on Mis
rrg mesh apP mole design atria for L.oeds,Loading Candtiors.and Spam
sled on tlts drat.The design mud be reviesed by a qualified derpnr or dmW
prdessional as repwed far approval.This design sesames product indalletion
ng b the man ifrAer's specifiadions.
KeyBuiW Strumuc—2.210% 7D 11274JE-Level 6 5-17-07
1®BearnEngme 4.417c
Marertals Dmibase 647 11:27am
11 of 12
Member Data
Description:CalcB8 Member Type:Beam Application:Floor
Comments: Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: NBC
Live Load: 0 PLF Deflection Criteria: U360 live, U240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 15.6 PLF
DOL: 100% Filename : UNKNOWN
Non-standard Loads
Type Trib. Uve Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(PLF) 0' 0.00" 3' 0.88" 9 3 100%
Replacement Uniform(PLF) 0' 0.00" 3' 0.88" 27 10 100%
Replacement Uniform PLF 0' 0.00" 3' 0.88" 60 111 115%
T T
3 0 0
3 0 0
Bearings and Reactions
Input Minimum worst Case
Location Type Length Length Total 115% 100% Dead Total
1 0'0.00" Wall N/A 1.50" 372# 95# 57# 221# 372#
2 3'1.75" Wall N/A 1.50" 387# 99# 59# 230# 387#
Design spans
3'1.75"
Product:2.0 RigidLam LVL 1-3/4 x 11.875 3 ply
Component Member Design has Passed Design Checks."
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"bearing required at bearing#2
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 292.W 35710.'# 0% 1.5T Total bad 115%
Shear 138.# 13622.# 1% 0.94' Total load 115%
LL Deflection 0.0010" 0.1049" U999+ 1.57' Total load 115%
TL Deflection 0.0010* 0.1573" L/999+ 1.5T Total load 115%
Control: Shear
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
An product no nw an trademwks or chit respec&*ownwe
Copyright(C)19W2W5 by Kaym"Eraerprkm.U.C.ALL RIGHTS RESERVED.
e�rEarntsrs u.c
is deltrad as when ft mwtbw.floor Joist bwrrr or girder.Yawn on drte
VA,naeis appNubls dealpn arilwis for'omb Low"Cordiitiom and Spry
on ria alraat.The design aral be reviewed by a puahfied dapar or drips
as requtrad for approval.This amps swan ae product hmtellabon
10
the nrwal+ot sire apetlflatlorua.
KerBw7d Smxo=-2.20% 7D 11274JE-Level 5-17-07
bnBeamFngme 4.417c
MauxialsDambase 647 11:27am
12 of 12
Member Data
Description:Ca1cB9 Member Type:Beam Application:Floor
Comments: Lateral Bracing:Continuous Top
Standard Load: Moisture Condition:Dry Building Code:NBC
Live Load: 0 PLF Deflection Criteria: U360 live,U240 total
Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 15.6 PLF
DOL: 100% Filename UNKNOWN
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(PLF) 0' 0.00" 3' 6.00" 392 131 100%
Replacement Uniform(PLF) 3' 6.00" 12' 6.00" 181 60 100%
Replacement Uniform(PLF) 12' 6.00" 20' 0.00" 392 131 100%
Point(LBS) 0' 4.63" 3 5 115%
Point(LBS) 0' 4.63" 12 23 115%
Point(LBS) 3' 6.00" 0 35 100%
Point LBS 12' 6.00" 0 35 100%
lie
1000 1000
2000
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 100% Dead Total
1 0'0.00" Wall N/A 1.50" 1555# 1303# 462# 1764#
2 9'7.38" Wall WA 1.50" 4356# 3091# 1265# 4356#
3 19'2.75" Wall WA 1.50" 2025# 1609# 551# 2159#
Design spans
9'7.38" 9'7.38"
Product:2.0 RigidLam LVL 1-3/4 x 11.875 3 ply
Component Member Design has Passed Design Checks."
Design assumes continuous lateral bracing along the top chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 4318.# 31052.# 13% 15.38' Even Spans 100%
Negative Moment 4639.# 31052.'# 14% 9.61' Total load 100%
Negative Unbrod 4639.W 30766.7# 15% 9.61' Total load 100%
Shear 2231.# 118454 18% 9.62' Total load 100%
LL Deflection 0.0336" 0.3205" U999+ 14.9' Even Spans 100%
TL Deflection 0.0430" 0.4807" L/999+ 14.9' Even Spans 100%
Control: Shear
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
An product names era"dwnado of a wr reepecuve owners
�k
Copyright(C)lW9-2005 by Kaymad Enterprises,LLC.ALL RIGHTS RESERVED.
F\TFRFRISFS.LLC
Eno defiedswhen Owmwnber.floorjoist beam orgirder.shownonthw
ets applirabla design aiferia fa Loads.Losdrg Corrdiberrs.and Sparr dreet.TM desgn must be reviewd by a rrueldred dawg ar or design
as required rar approval.This desgn am mes product it WWon 1M mamiecturer's specificabona
i
/ ,�000�F ROgo
I Q=63'21'28'
R=40.00
LEACH FIELD ' T=24.68
/AREA L=44.23
� 7 i � h• H
�O 1 9a SE P TAN
LLJ
NSF iII , I 35.7
TOWN OF SOUTH WINDSOR
I ' ` LiN p 00
�44 o
8.01 �p
1 , \ U7 N �- N
1
0 � W� N ' N
1 ► ` N 4 DECK
o� 0
O \ woo
Noun
t.PROPERTY is N 201E ALTO:
L PROPERTY AIEA-31.647 Sr. �O ` 1$' ./ 0=27'04'52'
an Ad
00 / \�8\Sy , R=130-00
S NORTH BASED ON MAP RI7FREIICE 31.31
/1. O
4.THE PIRRPOSE OF THIS MAP IS TO DEPIECT THE PROPOSED LOCATION Or 7HHE'POOL AM FOR THAT PURPOSE ONLY. SON 560.-90' \ h L=61.45
4S.
1.PLM OF ORCHARD HEIGHTS AVEITY SMtM-SOUTH MRASOR,CONECTICUT O /� s
scALE T•-,Hr MAY 20.1965 SHEET a R>F,�BY HAYDEN aasMOEn VERNA M BAYEK ry� h O Q 0
IM SURVEY AND MAP HAS SEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-300A-9 THRU 20-300D-20
:p
OF THE T TE OF co NS Tt ur.CONNECTICUTENDORSED
STATE A TK c -cT cu UN STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CpNEC71CUT•.AS ETDORSED BY THE CONtECiIWT ASSOCIATION OF LAND SURVEYORS,INC.
AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AHD VERTICAL ACCURACY CLASS T-2. ,: !
TO THE BEST OF MY KNOWLCI)GE-APOMMIEF� 7tNS NAP 6 SUBSTANTIALLY CORRECT AS NOTED NEi2E0N. +"""•tr��A�
Po P. MARTEL LIC.NO. /
Tel. 860.291.8755 DEPENDENT RESURVEY PREPARED FOR: SHEET
1.UNLESS aHHEr40V AK B SED c G uTARTr ItEVI51CN5 � GRAPHIC SCALE � e8i n FOx 960.291•a757
LHOAT�AS ARC BARD O 20 DOUGLAS STOKER
AVAILABLE N'OIItL WN.ALL E*Sw C U7wTCS
SHOULD BE` S E TO �" 'D Sofessionals,111 Inc.2 ALL VTAJI[S ARE lb BE STAKED IN THE it1D LOCATM PUN
BY A LICDNSED LAD SURVEYOR I"TO _ 7�
OF
I IMCONSPLAN Ls"Vmm UNLESS IT 8fAR5 11C c1Y11 engine'.• planners . surveyors 155 GRAY ROAD AFuRv era rru XV NO-19W
AWIMSSM SM ANo ORIGINAL SIGNATURE 1 inch = 40 feet landscape architects •ala •spa
of THE PRO IS4pML VOGI '.iR/SURV mL NO. DATE DESCPoPACN 8Y 165 South SOtel6te Rood SOUH? Yr-490r. Corwhet;eut 06074 SOUTH WINDSOR. CONNECT)= ptytw Br. mY CA7L- 7/9/0N
J iFL t.1t •... t.it, .4,A ;t a% r f'i. d
`his certified that this plan ani Ka'. .are iru:
zopies of the proposed irulldi:tg or wtera;Jons to M
erected at
)5 5 CAL, aj _rotrset
together with ame 4ents st4ted In applIcetl:n an'
filed with plan and 1 agree to comply with a'l Bonin;
Su:11ing and state laws and weh orders as shatl be
issued by the Building Department during poreeney
of this application and fi� isouanoe of a b ;dtri
permit.
Signed 4 -f . ,
is plan is approved s 1e to the ditton that
orders and ordinances eting Irtg Mao ki
compiled with.
Conditionally Approved tM4 1
Building Inspe" rims
Date VM •'e 4',ar�
. D
5 lZU0
Souin v"vindsor
BUILDING DEPARTMENT
CERTIFICATION OF ZONING COMPLIANCE
Propos-r+ hLli!c{in-l(S)r use(s)and/or structure(s)
as plan appear(s) to be In
o`X 35 cOn current South Wirdsor
r+eg ,ices and speci7i c;:_-;_::cns
ma.y
Date alas)0-2
Noll:
Zoning Enforcefnent Officer
, �ookc d
l A lu k4c"S
t SS &ra-------------
IQr �
TOWN OF SOUTH WINDSOR
AFFIDAVIT OF ACTUAL COSTS
PERMIT NO: q-' U5 DATE /// i O 7
The undersigned, being a duly authorized representative of, /4�
do by this statement, certify that the actual costs shown below, of the project referenced by the Permit
Number shown above,are true and accurate.
This statement is being made pursuant to the Town of South Windsor Ordinance, Article II, Section 14-31,
(a)thru(e),(see attached).
understand that verification for accuracy of actual costs may be made at any time by the Building Official
through an appraisal of the work at the expense of the property owner.
hereby certify that the actual cost of the work performed under this permit is:
$ OOeJ
f ;
Signature of Permit Holder:
Name(Please Print /cS-Qa y`�";1�.�.•�,• � 1�/, ,, (l,s%� !�C ,
Date: G 7
.................................................................................
State of Connecticut]
] ss South Windsor Date:
County of Hartford]
Personally appeared , as aforesaid,
Signer and sealer of the foregoing instrument and acknowledged the same to be
his/her free act and deed, before me.
Notary Public
Commissioner of the Superior Court
My commission expires on
BUILDINGS AND BUILDING REGULATIONS § 14-31
ARTICLE I. IN GENERAL cable utility shall be submitted to the building
official prior to the issuance of the demolition
Secs. 14-1-14-30. Reserved. permit.
(h) Signs. The permit fee for signs shall be
ARTICLE II. BUILDING CODE $15.00 per thousand, or fraction thereof, of the
estimated cost of the sign and its installation.
Sec. 14-31. Construction and alteration fees. (i) Engineering inspection fees.Where an engi-
(a) Generally. The building permit and trade neering inspection is necessary to establish com-
permit fees shall be $15.00 per thousand, or pliance with an approved sitelplot plan for the
fraction thereof,of the cost of the construction. issuance of a certificate of occupancy according to
the zoning and subdivision regulations,an inspec-
(b) Certificate of occupancy. The certificate of tion fee of $35.00 shall be assessed when the
occupancy fee shall be $10.00. request for a site inspection is made.
(c) Cost of project. Building and trade permit (Code 1978, §§ 10-201, 10-203-10-205; Ord.No.
fees shall be based upon the cost of construction 127,11-9-90;Ord.No.139,§§10-201,10-203-10-
and the materials to be supplied in conjunction 205,10-10-96;Ord.No.156,§10-201,7-6-99;Ord.
with the project described in the permit. The No. 165,§§10-200-10-205,3-4-02;Ord.No. 166,
owner or contractor shall supply the building 6-17-02)
official with an estimate of the total job covered
under the permit. All trade permits shall have
individual costs and fees.
(d) Accepted value. The cost of materials and
1 labor of a project accepted by the building official
shall, in no case, be less than the guidelines
offered for Connecticut in the latest building
valuation data report published by BOCA[Build-
-—ing-Officials—Conference of America] Interna-
tional.
(e) Affidavit. An affidavit under oath under
penalties of false statement of actual final cost for
all new structures and major additions shall be
signed by the owner, agent or contractor for the
project prior to the issuance of a certificate of
occupancy-, and the fee shall then be appropri-
ately adjusted. Affidavits for other construction
permit costs may be required by the building
official.
(f) Moving of buildings. The permit fee for
moving a building shall be $15.00 per thousand,
or fraction thereof, of the estimated cost of the
move.Any additional costs,such as traffic control
or newspaper advertising, shall be paid by the
applicant in addition to the permit fee.
(g) Demolition. The permit fee for the demoli-
tion of buildings shall be$15.00 per thousand,or
fraction thereof, of the estimated cost of the
demolition. Letters of disconnect from any appli-
Supp.No.1 CD14:3
BUILDING PERMIT
STATE OF CONNECTICUT
WORKERS'COMPENSATION COMMISSION
Building Permit Affidavit for Property Owners or Sole Proprietors
(Conn.Gen.Stat. §31-286b)
Y Property located at
In the town of < .�
Name of building permit applicant: ��
Please check one:
1._I am the owner of the above property.
2. am the sole proprietor of a business. /
//
2A.Name of business ���by
2B.Federal Employer Identification Number ffJN) Dy—
....................................................................................................................
Pursuant to§31-286b,"a property owner or sole proprietor[who]intends to act as a general
contractor or principal employer"may provide either a certificate of workers'compensation
insurance or a"swom notarized affidavit... stating that he will require proof of workers'
compensation insurance for all those employed on the job site in accordance with this chapter."
Please check one:
1._I do not intend to act as a general contractor or principal employer.
[Sign and stop here]
SSiign�atum of applicant
2. I intend to act as a general contractor or principal employer.Applicant must either
provide a certificate of workers'compensation insurance or sign the affidavit
below.
....................................................................................................................
Affidavit
I hereby swear and attest that I will require proof of workers'compensation insurance for every
contractor,subcontractor,or other worker before he/she engages in work on the above property in
accordance with the Workers'Compensation Act(Chapter 568).
I understand that pursuant to§31-275 C.G.S.,officers of a corporation and partners in a
partnership may elect to be excluded from coverage by filing a waiver with the appropriate
District Office;and that a� oprietor a sines ' not required to have coverage unless he
files his intent to acce ge.
ignature of applicant
Subscribed and sworn to before me this day of ,200 .
(Notary Public/Commissioner of the Superior Court)
„�, Y�� 3f��'
s,i.. ' -„n y t� ,k f'Aq, ^:�y . a •p `f<, ' .w. fi y 4 4 .! 5. 1
'S- -
^
Ali-
IVA
Ice
0
/l.E ,L�►�✓a' FOR BUILDING
P O P E R T Y O F pU4pOSES ONLY
NO. MEADOW LANE SOUTH WINDSOR, CONN.
Being Lot No. 31 on map entitled "Plan of ORCHARD HEIGHTS Avery
Street, So6th Windsor, Conn. Scale : 1” 40' May 20, 1065
Hoyden L. Griswold C . E. Sheet 3 of 3"
SCALE: 1" 40' August 14, 1969
GRISWOLD ENGINEERING, INC.
tf 00 �
53�6
I S
c
A=63.21'28'
R=40.00
lb LEACH FlELD T=24.68
S AREA L=44.23
O
,gyp 3
j{_ N/F. i ' ' / 35.7
TOWN. OF SOUTH WINDSOROD
Co
O
� 0xc!0 8.0 f O
vk- N N N
C4 I '(n
,Wn DECK
HOPES: '
1.PROPERTY tS'R1 ZOIE A-= � �D
z PtmPExTY AREA A
-3 7m F 06722 \ �S'P -A=27.'04'52'
a WWM 9"M ON MAP WOOM#L O \`S r .� R=130.00 '
4. O �' '`r8 / —
THE PtNi VX OF.THIS MAP tS To Dtr W Uf PW'0S0 IDCATION OF THE Poet me fm.WT Pumvm*MY. ti O T-31.31
�.`O S60•��00' \ h0 L=61.45
SROMAP fMMMM.
«.--�
R
F tQ�1►
Pun of orsotARo►sans A\ERY STREET-Soon+isoR,ca+iE c.E cncuT `� �kj �Q• �jL4+ 'A,�LjC1
r-.ar MAY za to6s SHEET a cF;sY NAYOW� N/F' O z Co v
VERNA M. BAYEK *;0 ,
ry^Y firs p : �l
.�. v • ��.
THIS svRvrtY AND►+ HAS E+EE?I PREPARED N ~ tDArrc�`.tN?r+sECTia+s zo•-croon-� IMNW 26-300a-20
TI1f RECUUTIONS Of'COfOIECiICUf STATE AWICES MNANUM STAWARDS FOR SURVEYS A!ID MAPS M
.
ANO STATE OF COM+EYr11a/T'AS FJa0R5Ep BY 7HE CONtEC�iOi",T ASSOC -RM OF lA►IO Si1RyEYg25s R+G ,Q, -� �w.
CONFORYINO TO HORIZONTAL AOQIRACY Cla15S A-2 Atb 1FRTICAI ACCURACY CIASS T-2
TO.Tr+E ElEST or MY IouwEDa:ANo•• TWS MAPIs sissTAxtwtY coRRECT u NOTEn ttEREpt ~"'�. ONALE e+"+.;. 1.i_ ,�
t2ee2
4`"�.�...�ON .
F"ARD P.MjUra
i A6
•i.
+ A TN. 860.291.6755•.
LO"1 tb As SWW ARE v ; GRAPHIC SCALE Fax 4�•�T•aTs7. DEPENDENURMURYEY PREPARED FOIL: SHEET
AVAl1Btt liCiyA 40 0 s0 ign. o :
OY A U L DOUGLAS C STOKER I.oc�rl�M Ps.aed.
r essionais Inc. 1�
trY uw wR;cYan vaoR,m '
a�KA�b.rna,o otm R 1E ! civil •� a r ]�5 GRAY ROAD.
sex ANo oiaCNAt aauu�•. 1 inch 40:feet ■ Ia�dau�iM�a. a�rnrs.�urv� w-r PUAW or AM .clr Aa ,sss ��
M2 DATE DESCRPAON 8Y pe••KcNt*cts.tls .gpe t
yy i65 Soulh ;ot Mo ftoW South 1Vne§Or C*nr#*Weu! 06074 SOUTH '' CDNN Cr=l trr A!^V OA7G 7/D/bs./�.
CERTIFICATION OF 7_:""" COiI'?L!^.'`'CE'
Proposed buildin-,(sN
,d/or si;-_
z� on tni7 to
c• r ._'� curt:i South V i.- r
re; .- and 3cial
Rla • r
Date
Zoning �7iwfGc.ii:c,: � O fice
R
/ >> ♦00�
/ 00 Oq0• F
- - - - - - I Q=63e21'28'
' LEACH FIELD R=40.00
X / '-�•' AREA I T=24.68
/C�j' ' I L=44.23
0 150'
EXISTING
1 I 2 SEPTIC TANK
1 �q
N/F i I I I I / 35.7
TOWN OF SOUTH WINDSOR I ; / 3
o I I I W co I
I / N N E0
I I 1 1 :>44 � 0
1 1 1 1 1 M 00 8.0 �o
N e- �--
T v~i N N
I
t1 Tt ( C3 UT W lLLi N '
1 I N DECK '
tl� a�N
MOO
I.P.
N07M
1.PROPERTY IS IN ZONE A-=
7- PROPERTY AREA_ 31.547 S.A. OO ,« � Q=27e04'52'
O.n Am
x NORTH BASED ON MAP RE *XCE n. O r 18 •� � , R=130.00
4. THE PURPOSETHE OF TN9 MAP IS TO DO-EDT THE PROPOSED LOCATION OF E POOL AND FOR THAT PURPOSE ONLY. �C�ry •♦0 0 • \ O '' �/ L-61.45
�S`� ram•___,
MAP rsEAERONLE:
♦ r4,
1.PLAN OF ORCHARD HEIGHTS AVERY STREET-SOUTH WI OSM CONNECTICUT
N/F
SCALE' 1--40`r MAY toxs SHEET 3 OF IBr NAYOEII L QasraLD C.E. VERNA M. BAYEK ry^� I�h
O Z
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 cy0 �2 9� t �7
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONIECTICur AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS.INC. Q'
NS
AND CONFORWNG TO HORIZONTAL ACp1RACY CLASS A-2 AND VER71CA1 ACCURACY CLASS T-2- AI.E7
TO THE BEST OF MY KN THIS MAP IS SUBSTANTIALLY CORRECT AS N07M HEREON. L
_ 12M
RICHARD
UC.No.
Tel. :60.291.8755 I. AIIO s AS SHOWS��BASED ON UTILITY REVISIONS GRAPHIC SCALE Fox Bfi0.291.8757 DEPENDENT RESURVEY �� Fes` SHEET
AVALAONS AS WATT ARE BASED GN 4o D 20 40 .Design
SIOULD AVALL UTILITIES
ITIES ME
All TAIKEDI UHE FIE DOUGI,AS O STOKER UmTm � 1
1E FIELD,�PRIM TO DONS,RUCTIUL rofessionals, Inc.
2 ALL UiB11ES ARE 10 BE STAI(ED N THE FIELD
BY A LICENSED LAW S R%EYOR PRIOR TO OF
1 It""PLAN IS NVNA UNLESS R BEARS THE clVll engineers - planners murvoYar. L§§ GRAY ROAD DRAM Or AN,R X8 NO: 190
IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 inch = 40 feet landscape architects • gig • ape
OF THE PROFESSIONAL ENRAIEEx�uavEroR. NO. DATE DESCRlPnON BY
165 South Satellite Rood South Windsor. Connecticut 06074 ' C�Nl�C�1CUT Oy M-W VA It. 71-9104
.►lay � � ��c,
South Windsor
BUILDING DEPARTMENT
TOWN :;- SOUTH WMIDSOR
ENGINEERING DEPARTMENT
DATE:
SIG.:
I• itli Yiu►i+,r0. i.ai. .. ... _• w.�:M UYiYWM
this cartlttod that this plan sod ap.rairiootton.are trtw
cony of the Proposed euildlftA or aiterations to be
sailed es
todatbM wfet+ amtndmt--nuts stated In appllcatinn es•: C 1 FICA fVf� ♦/r �yNING WIY PUMI E
add ine plan and I asrEe t0 comply with sll ienlni• `■
tio-44d and state lows and such orders as shot! c. P"Pow ��gsm�ffibag.�
Issued Dy the Boiid'.np final is er,f during pendancv ����� a ohm M ID 69 ki
of this application srd final issuance of a buUdl^s
porm,t. Mi rmance Vft M11111 VII
atw" a wpulabons. Valmma and qmW aooq@M
Thin Plan 1s approved subject to the condition that may apply_
ordele and ordinances regulating building shall be
eamNl.4 with.
CovWilooally Approved These flied with
9R � i
buildln. Inspector Clore
;t Na 300-7
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
PERMIT#
Applicati reby: TOWN OF SOUTH WINDSOR I ef Oct
BUILDING DEPARTMENT
P o 1540 SULLIVAN AVENUE Bldg.Permit#
644-2511 ext. 230 77
Date Building In for
Application must be printed or typed
FEE SCHEDULE Location of Job:
F
y �d
$0-$1,000-$15.00 Street Lot No
Over$1,000=
$15.00 per$1,000
or any fraction thereof gnation Apt.No.
APPLICANTG1�C�C STOh�_,r
APPLICANT ADDRESS l S s-
APPLICANT PHONE# <?60 6>j 0-30
0 W N S F OWNER Sow"p-
q< OWNER ADDRESS some
a ,p, �, OWNERPHONE Srir►.R.,
C /mil. ESTIMATED COST$ >,
. .b
� IS THIS A CONTRACT COST? csz Yes VNo
FEE ENCLOSED$ S•
�SO CO�� TYPE OF JOB:
R New Installation
_Alteration/Addition/Repair
Revised 4/01//2002
r
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
0 RESIDENTIAL BUILDING PERMIT APPLICATION? P YES ElNO
j ❑BUSINESS CURRENT USE AND OCCUPANCY
❑ASSEMBLY
❑MERCANTILE FUTURE USE AND OCCUPANCY
❑EDUCATIONAL
❑INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PSr PHONE Y6G 2 y� ,j7s
❑ STORAGE
❑GARAGE ADDRESS
❑MIXED USE
CITY S, ui, STATE ("T ZIP 6X6 7
(Other please specify)
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 ❑NO
NUMBER OF LIGHT 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
Sct�:Mn�^4 �G1 Ce-0i,>c4) 1-)4k11a4, c,,n Crj CYNl�(I.�V
aG/
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 _ DATE
fA
r -OWn 0 S1OU V&U/440t
1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
~°sol-c°`'� TELEPHONE(860) 644-2511
i
April 29,2005
Mr. Doug Stoker
155 Gray Road
South Windsor, CT 06074
Dear Mr. Stoker:
Pool season is almost here. I would like to remind you that the Building.Permit#30877
.for your pool is still open. State Building Codes require the issuance of'a Certificate of
Use prior to using your pool. Please contact our office for a final inspection after setup,
but before use of the pool.
All permits should be closed by May 31,2005. Should you have any problem meeting
this date please send our office a letter stating the reasons.(The pool.still can't be
opened). If the pool is opened.without the benefit of a Certificate of Use, a.caveat may
be placed in the land records stating Building Code Violations exist on your property.
Please call Shirley at 644-2511 ext.230 should you have any questions-regardmg-thi
letter or to schedule the necessary inspections specified on the pool checklist. Our office
hours are 8a.m.to 4:30p.m.
Very truly yours,
Christopher Dougan
Chief Building Official
APPLICATION FOR ELECTRICAL PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT (Q00
0.31
AP O D ,,� 644- ext. 230 1540 SULLIVAN AVENUE
2511 Bldg. Permit#
s—��1��' 3ta+�i
Dite Building Inspector - -
Application must be printed or typed
FEE SCHEDULE Location of Job:$041,000=$15.00 (� Roj
Over$1,000= I Street No. Street Lot No.
$15.00 per$1,000
or any fraction thereof "Tenant Designation Apt.No.
APPLICANT
APPLICANT ADDRESS - S- 6�-1 Qoc� c/
APPLICANT'S HONE # uo - �`l G 3 01
OWNER L)Cu cl 1a ' C. S +maker -
A0* N S fq< OWNER ADDRESS I SS" 6ra.1 (`el• - -
, ,1
OWNER PHONE `l�' cr 3 C 1
ESTIMATED COST$ d�,GU U CAJ
C.� �► V IS THIS A CONTRACT COST? Yes _No
FEE ENCLOSED $ �
TYPE OF JOB:
SO R•C0 New Installation
Alteration/ dditio / Repair
Revised 03/05/10
APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? YYES ❑ NO
RESIDENTIAL CURRENT USE AND OCCUPANCY
❑ BUSINESS
❑ ASSEMBLY FUTURE USE AND OCCUPANCY SG/+.Q
❑ EDUCATIONAL
❑ INSTITUTIONAL ENGINEER'S NAME C7,A1 el- PHONE AEG -may�-�SC
❑ FACTORY
❑ STORAGE ADDRESS / S �,- ,I o�J
❑ GARAGE
❑ MIXED USE CITY Scv�-\ w'�J�✓ STATE Q17 ZIP
(Other please specify)
(,..`rl U(
TYPE OF INSTALLATION/WIRING MIPTHOD
.02
7" �1 �c d tt r
SIZE OF SERVICE 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__jLa
r NUMBER OF SWITCHES I NUMBER OF OUTLETS_�3,o!7
NUMBER OF LIGHT FIXTURES 47 NUMBER OF HEAT CIRCUITS `
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
n D
rip All
k_!E2 Ll L_ A-Z A/ t"
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
Qv�r
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT f!/ DATE -/O
1�
ss`��.
>>pQ�0 4, �'90
R
1
p=63.21'28'R=40.00
LEACH FlELD T=24.68
AREA L=44.23
ao
b
N/F. 35.7
TOWN OF SOUTH WINDSOR
w °° I
�41 - o
a.o o
" F-N ,•- O
t� I
t t/ � i♦ X is �p �
1 c N
1t N DECK . w w
NolEs Q• � ` '
1.PROPERTY IS IN 2DK A-3M 0 1
I
z.PPMPEM AREA-31.Eu7 W. / ` ` 1,$•� Q=27'04'52'
a7z A4 00 / `�8\S�- . `� , R_130.00
J.NORM BASED ON NAP REFDtEI10E*I. ,
4 THE PURPOSE OF.m s MAP Is m DEPIECT THE PRwosm wcAT-ON of THE PoOL-Am FOR imT PURPOSE OIEi.Y. ��ti Ssp `O`90, L=61.45
1�\
C
MAP Po;FER �. ` tY'•- � �
L PLAN of oRCNAIM HEIGHTS AWRY STRFEF-sDIrTN wNosnR,caFrEcncuT
SCAM, 1'.40'MAY 24 19es SHEET J OF;BY NAYDEN L o C.E. �! NSF I��Q ¢v
' VERNA M. BAYEK '
: 113
CD
AN =O
1Fns SURVEY D MAP HAS BEEN PREPARED N AHCE"tN1Ff SE:'CTIONS 20-3001-1 THRu 2o-3ooe-2o � (y • ��� 1 747
FIE q•�f�
OF 7 REODUIMONS OF CONNECTICUT STATE-Af NCES-'MNIMUM STANDARDS FOR SURVEYS AND MAPS IN
`3
THE STATE OF COMIECTICUI'AS ENDORSED BY 1HE COHFECIICUT'ASSOCU1flON OF LAND SURVEYORS~M • [� S •
AND CONFORMNG TO HORIZONTAL AOQJRACY CtrSS A-2 Al�.i�ERTF.^.Al ACCURACY CLASS T-2yA,,a/�,,..N x
TO 7HE BEST Of MY KNOWLEDCE`A!D- TF*S MAP'ISw.•'SUBSTANTMLY CORRECT GS NOTED HEREON
�. .. i.. 1. 09
12M
PoCHAPo)P.W-RM vc.,ya
c .
t
i y�. Goa. ` '�.`•.�.
t MaESs C1E 7tMSf NOiD E775IMIC G71JFY TM. 860.291.8755••
LOCAIONS AS SHDNFI ARE BASED W - GRAPHIC SCALE Fox 85o•z91.8757 DEPENDENT Fob lVaMr. �• SHEET
AVAILABLE NPoRYAId1.a11 170;TTEG� > 4o o so �ea ign DOIIGIF�4ES STOKER L.oCAt80� pa.a�d
yp L�ro�fessionals inc.
1
2 ALL U1lfTEi ARE 70 BE STARED N 7HE 7E3.D
BY A ULIMFD LAND SURICYOR MoryO �+
S PLAN IS6 Nvs�w ui[rss Ff DFA/ts 7FIE dvY-sn�k1��PB. plarxflPs.survoyore 157 GRAY ROADgpe . COUNN 8r. rru .cM Ati/9SK OF
arRCSSIM srAL AND oRICNAL 31QIAA .• 1 inch = 46 feet t„ ,ta -� t
OF.TFs ' AIR OATS DESptPAON.; 8Y 163 South SoNlitPi R od5oulh Mri�e�or 'CanecNaR 06074 �N M •. ' COMECIICV( sr A�RI► .0.1>C
O
Nov 15 2007
South Windsor
BUILDING DEPARTMENT
110 THE 8V3Z:,< ;;PT. CF
This ccrtifV-d teat ,-:s p"" T114
COPiE-S
Of the Proposed liiclldmg or a:ter3t.j—
ereCted at
G
together With
�amend ,t,
f -* ' "'S filed with pjan;�n3. a.
-0 PlYA;th e.11 1�";
d n 'e a"I "Ll"
t
and
Sul-ldln- and 13
s.
i I -111-d b b I .
slfl�d le VU41,
P_ t during
of f C a
perms P;fcatt'l 'SSuan:'-' of
S;
is is r
is apprvw� S� ,t to the Ccn,,,,�)
Qd n that
&+i rs dn,1 ordInances r j,at,
Cwr.piled with. shall
Conditionally App.c,,d These filed wl;.,
Building l."ispecto.
U
CERTIFICATION OF ZONING Co 'qpj-IANCE
L� OU
PrOP use(s) cl-
as C. p'-��ln app: in
Co. current
rec and spc,,,. n
-.cs.
ma
Date
nm Offim
7n"f b r-c�e
e l l`�'c�( �- -�� �- 12 6 le-)
D1:PnK l M1,Nr Drclslc)N, AI PLICATION FOR HVAC PERM I-I
Application is hercb) TOWN OF SOUTH WINDSOR P1=KMJl 1�
APPRov D
BUILDING DEPARTMENT �OG6�Ol�
1540 SULLIVAN AVENUE
644-2511 ext. 230 Bldg.
Permit#
Date Building Inspector
_ Application must be printed or typed
FEE SCHEDULE Location
of Job:
$0-$1,000=$15.00
Street
Over$1,000= et No. Street
Lot No.
$15.00 per$1,000
or any fraction thereof -
Tenant Designation
Apt. No.
APPLICANT ADVANCED Heating & Air Conditioning, Inc
APPLICANT ADDRESS . 701 Nutmeg Rd. No
South Windsor CT 06074
APPLICANT PHONE# (8 6 0 ) 2 8 2-0 2 0 5
p W N SF OWNER1"
OWNER ADDRESS CL
_ --
O : 1O .p,. r OWNER PHONL- c9 — —
,.a * V 1 STIMATED COST$ � 1. & C7
~ IS THIS A CONTRACT COST? Yes
I IT I.NcI.oSI.
APPLICATION FOR HVAC PERMIT (Contin
TYPE OF SYSTEM: ued from rover;e ;;d,:
❑ HEATING 'TYPE OF BUILDING:
e)Cl5 <i?�G )ZA/C RESIDENTIAL
O VENTILATION ❑ COMMERCIAL
O INDUSTRIAL
HEATING
O STEAM LOW PRESSURE LIMIT
El HYDRONIC WAR LBS. HIGH PRESSURE LIMIT _
❑ M AIR ❑ UNIT RADIANT HEATER L�\
EXISTING RADIATION ADDITIONAL RADIATION'DESIGN TEMP. OUTSIDE ° TOTAL RADIATION
TOTAL HEAT LOSS BTUH F INSIDE' °F DIFFERENCE
( ) °F(HEAT LOSS LOSS SHEET MUST ACCOMPANY
APPLICATION)
DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE & MODEL NO.)
CROSS HEATING CAPACITY (INPUT-BTUH) NET RATING (OUTPUT-BTUH)
TYPE OF FUEL
Cl OIL-GPM OIL TANK LOCATION :Cl INSIDE❑ OUTSIDE❑ GAS-INPUT CAPACITY
TANK CAPACITY_
ELECTRIC-KW
AIR CONDITIONING
DESIGN TEMP. OUTSIDE OF INSIDE 7 OF DIFFERENCE Z Ski
TOTAL HEAT GAIN(BTUH)(HEAT GAIN SHEET MUST ACCOMPANY APPLICAZ'lv�.
DESCRIBE ALL COOLING EQUIPMEN' (INCLUDING MN MODEL NO.)
TONNAGE A— COOLING CAPACITY (BTUH)
VENTILATION
DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIP.�1L
"TOTAL SIZE OF SYSTEM (CFM) FRESH AIR INT
(PLANS MUST ACCOMPANY APPLICATION) FM)
FURTHER DESCRIPTION OF WORKS t � 10
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES !N
PERFORMANCE OF SUCH WORK.
303614 S-1
CONTRACTORS LICENSE NO, CT
TYPE
SIGNATURE OF APPLICANT r�jC �• _ /
ATE
c
��P e�C<s
I
I
i
i
( Stoker, 155 Gray Rd
HVAC Load Calculations
for
Doug Stoker
Mika
I
RHVACWAC Lcwum
Prepared By:
Stephen P. Smith
Advanced Htg &AC Inc
Friday, October 29,2010
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Advanoed Htg&A/C Stoker, 155 Gray Rd
South Windsor,CT 06074 Page 23
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 New Master Bed 180 3,744 49 1-6 595 2,569 384 117 1.25 146 117
2 New Master Lav 84 1,260 16 1-4 480 920 105 42 1.25 52 42
3 New Master Clos 84 1,811 24 1-4 622 1,193 116 54 1.00 54 54
4 New Bedroom 180 2,695 35 1-5 641 1,921 256 87 1.00 87 87
5 Existing Upper 576 8,951 116 3-6 482 6,248 698 294 1.25 355 284
Level
6 Existing Middle 576 11,011 143 3-6 544 7,047 942 321 1.25 401 321
Level
7 Existing Lower 288 5,487 71 1-6 603 2,605 419 118 1.25 148 118
Level
System 1 total 1,968 34,959 454 22,503 2,920 1,024 1,244 1,024
System 1 Main Trunk Size: 14x16 in.
Velocity: 733 ft./min
Loss per 100 ft.: 0.067 in.wg
Cooling $►stem Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Spilt Btuh Btuh Btuh
Net Required: 2.12 89%/ 11% 2-2,503 2,920 25,423
Recommended: 2.50 75%/25% 22,503 7,501 30,004
,_Equklxr_ nt Data
Heating System Cooling System
Type:
Model:
Brand:
Efficiency:
Sound:
Capacity:
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
i
I
I
i
i
C:0ocuments and SettingsXSteve Smith\DesktoplMy DropboxlProjects\Stoker.rhv Friday, October 29, 2010, 12:32 PM
Electric # /.200 a7S 15 s Gray -APPLICATION FOR BUILDING PERMIT
Plumbing# YRoact
HVAC# 12000440 Date: 7'30 ice
Spri Estimated Cost $ dO
F R`�- Permit Fee $ .s
Building PE COMPLETE RED BOXED AREAS
Occupancy Fee $ In
Engineering Affidavit (�S
TYPE OR PRINT ONLY Eng. Insp.Fee $
r�
Appr.for CO. ► SIGN ON REVERSE SIDE t
Total Fee $ �.s•00
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ VO�1
The undersigned hereby applies to do work according to the following:
Applicant ov c. S 4-01'%Q,-- Location of Work Lot No.
Applicant's Address I S S G rr w ��• _ Tel # S-6 t-7 P 9S'
Town Zip 0607y Lic.#_ -
Owner w S S+Ok-el Architect
Owner's Address �i", 'lei. Architect's Address
Zip 06u7 Zip—
Sq. Ft.New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permit ^S /I .2 X` 0r!j il%a) !gem -fu ceec4e OA
r"rN -i?o access &ee 'PA4, ra,\ o wC4 , Msc,�S4o/1 -L -'r,rrw a
_3 X v� close+ w1� b. -•f�t� c�a�,rs. 1.•v�1-fit / t�.}�nc�. w�l) � d�ytivc �l f ln is1�
City Water Well ❑ Septic System ❑ Sewer 2
Ins: HO SPjP!7!3�_ Area Basement Garage
Approved by Date �'1 ' lL 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 1 ��
I hereby apply for a Certificate of Occupancy for the work described in this application for the permit.
Signed_ C
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
PERMIT I
PER: PA I
AND
CGS 29-393
INSPECTION FIELD SHEET 04/08/22
Printed by Middleton, Morgan 11 15 05
INSPECTION: 50730 INSULATION PERMIT:
STATUS:
APPLICATION: 201201008
LOC: 155 GRAY ROAD
SOUTH WINDSOR
PROPERTY ID: 38100155
OWNER: STOKER DOUGLAS C
CONTRACTOR:
REQUEST BY:
PROJ DESC: INSTALL 2 X 6 PORTITION WALL IN ORIGINAL GARAGE TO CREATE AN
WORK ORDER:
INSPECTOR: ROSE RESULT: FAIL
REQUESTED: 08/16/12 PRIORITY:
SCHEDULED: 08/17/12 PM COMPLETED: 08/17/12
UNPAID FEES 00 Date Time
MILEAGE: 00 TIME: TRAVEL ONSITE
COMMENTS
REMOVAL OF REQUIRED STRUCTURAL SUPPORT TO BEAM
ALL INSPECTIONS:
INSPECTED INSPECTOR RESULT INSP DESCRIPTION
B001 FOOTING
B002 FOUNDATION
08/10/12 ROSE PASS B003 FRAMING (ROUGH)
DOUG ® 860-881-7995/PARTIAL WALLS
08/20/12 ROSE PASS B003 FRAMING (ROUGH)
B005 FIREPLACE / CHIMNEY
B006 WOOD / GAS STOVE
B009 OTHER
BO10 FINAL
08/10/12 ROSE PASS E003 ELECTRIC ROUGH
entry way from garage
08/17/12 ROSE PASS H003 HVAC ROUGH
12000440 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 08/02/12
GIS ID:38100155 FEE: 15.00
MUNIS APPLICATION# 201201008 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: STOKER DOUGLAS C ADDRESS: 155 GRAY ROAD
ADDRESS: 155 GRAY ROAD OWNER: STOKER DOUGLAS C
SOUTH WINDSOR,CT 06074 31_ 155 GRAY ROAD
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: INSTALL 2 X 6 PORTITION WALL IN ORIGINAL GARAGE TO CREATE AN
ENTRY WAY ROOM TO ACCESS NEW ADDITION AREA.
ALSO INSTALL&FRAME A 3 X 8 CLOSET WITH BI-FOLD DOOR.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS'APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: u BUILDING OFFICIAL
8/2/2012 3:18 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1000404 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 11/03/10
GIS ID:38100155 FEE: 15.00
MUNIS APPLICATION# 200701856 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: ADVANCED HEATING&A/C ADDRESS: 155 GRAY ROAD
ADDRESS: 701 NUTMEG ROAD NORTH OWNER: STOKER DOUGLAS C
SOUTH WINDSOR,CT 06074 155 GRAY ROAD
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: FOUNDATION AND FRAMING FOR ADDITION
DUCT WORK FOR CENTRAL A/C FOR NEW ADDITION.
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
11/3/2010 3:23 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1200321 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 08/21/12
GIS ID: 38100155 FEE: 15.00
MUNIS APPLICATION# 201201008 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: STOKER DOUGLAS C ADDRESS: 155 GRAY ROAD
ADDRESS: 155 GRAY ROAD OWNER: STOKER DOUGLAS C
SOUTH WINDSOR,CT 06074 31 -155 GRAY ROAD
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: INSTALL 2 X 6 PORTITION WALL IN ORIGINAL GARAGE TO CREATE AN
ENTRY WAY ROOM TO ACCESS NEW ADDITION AREA.
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
8n 1/2012 2:55 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1200275 TOWN OF SOUTH WINDSOR, C "1,
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 08/02/12
GIS ID:38100155 FEE: 15.00
MUNIS APPLICATION# 201201008 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: STOKER DOUGLAS C ADDRESS: 155 GRAY ROAD
ADDRESS: 155 GRAY ROAD OWNER: STOKER DOUGLAS C
SOUTH WINDSOR,CT 06074 31 .155 GRAY ROAD
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: INSTALL 2 X 6 PORTITION WALL IN ORIGINAL GARAGE TO CREATE AN
ENTRY WAY ROOM TO ACCESS NEW ADDITION AREA.
INSTALL RECESSED LIGHTING,OUTLETS,ETC.
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
8/2/2012 3:18 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1000231 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 08/19/10
GIS ID:38100155 _ FEE: 30.00
MUNIS APPLICATION# 200701856 BUILDING DESCRIPTION:
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APPLICANT LOCATION
NAME: STOKER DOUGLAS C ADDRESS: 155 GRAY ROAD
ADDRESS: 155 GRAY ROAD d� OWNER:", STOKER DOUGLAS C
SOUTH WINDSOR,CT 67 81°31;.`' "-155 ,GRAY ROAD
` SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: FOUNDATION AND FRAMING FOR ADDITION
SPECIAL CONDITIONS: •
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS"APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: - u f � ' BUILDING OFFICIAL
8/19/2010 9:44 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1000306 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER " " PLUMBING PERMIT
DATE: 08/23/10
GIS ID:38100155 FEE: 15.00
MUNIS APPLICATION# 200701856 ':'. BUILDING DESCRIPTION:
APPLICANT x' ,- LOCATION
NAME: STOKER DOUGLAS C ADDRESS::, '.155 GRAY ROAD
ADDRESS: 155 GRAY ROAD r OWNER: . STOKER DOUGLAS C
SOUTH WINDSOR,CT',6181 31'.- '°155 GRAY ROAD
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: FOUNDATION AND FRAMING FORADDITION:`
ROUGI4 IN SINGLE BATH IN NEW ADDITION:
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANC8,sWITH,THE+APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
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CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
8/23/201 0 1 1:21 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE