HomeMy WebLinkAbout20 Podunk CircleElectric# APPLICATION FOR BUILDING PERMIT
Pfumbing# q 34 20 PODUNK CIRCLE
F /
HVAC #Date:h,<
Sprinkler# No. 22539
FINAL APPROVAL Estimated Cost $ (00 d0 0
Building z l
COMPLETE RED BOXED AREAS Permit Fee 000
Engineeri 6 f" TYPE OR PRINT ONLY Occupancy Fee $
Affidavit ,3,[zajL SIGN ON REVERSE SIDE
Appr.for CO. 7 SG Total Fee 04 3
TO BUILDIN DEPARTMENT, TOWN OF SOUTH WINDSOR,CT Additional Cost) $41 xz")
The and rsigned hereby applies to do work according to the following specifications:
Job Location oty 100J ia%4-- CMLC c.- Lot No. Side of Street Zone b-R,2_
Applicant Wtrr ).- ?&F Tel. # tea.$'ag&S
Address PO h% (e(3 SO W)s,t'e..— Zip 0(00 14 Lic. #
Own r 5hti6 Address
Architect LSLY.AL CPePsoo G ST,mgrj*j.Address 4666 R-0_ G X? SO W .0 SdLr
Sq. Ft. New Area: 1st FI. 8 2nd A. 4 co 3rd FI. Total New Area /ax YL
Rooms (e Lavatories —d .0-Bathrooms C- Garages P_
Purpose of this permit: -1, C+N 4--r9u--T 4 SA OZ oti AA-61 /J5/A es p-r/A L.
Dw12"_4AjC, /&) A- P. U.6
City Water)( Well 11 Septic System 0 Sewer
Use Group Construction Type S/S Area 511 / 4yy gas m nt `l 33 Garag 4010
Approved by 1333 Date Wf
4'C1 b F<<Tfn/ Lo FT Rtveed 6/95
J 1 1 g 113
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 a zone in which this building and its use is allowed
Signed 64 V-
I hereby apply for a Certificate of Occupancy for the work described in this application for the permit
Signed
DO NOT WRITE BELOW THIS LINE --
INSPECTION COMMENTS
Loatm of job 17 0. o 0
APF=Vn Addidmal Fee.....................
State of Cooaaedcut
County of Hartford
a
I..'? w.0 ...l .!..T O L -c.............of.. .Vf iCUC?1.!!.... A !or budding ep icts wader
Iw eiec
Permit VC. ..22539. . ..................issued by the Dept of Binding of the'Iba n of South Windsor being duly swom make oath
and say that the actual cost of the completed work authorized under said permit did not acted the most current a=pted HCCA
value of . . . .$.g4,g$.Q•.Q Q r . . . . . . . . . . .
r
Signed G
Subscribed and sworn to before me this day of AD. 19
Estimate Cost:S 6 7, 8 0 0. 0 0 J
Difference: 3 17 , 000. 00 Notary Public
q
Inspection / Approval Date By Appl
Code Description Due Whom Cod Comment
95-22539-B 60,000
BO1 FOOTING 08/30/95 JFH A
B02 FOUNDATION 09/05/95 JFH D NOT DONE
B02 FOUNDATION 09/07/95 JFF A
E01 SERVICE 10/02/95 JFH A RELEASED
B09 OTHER 10/16/95 JFH FRAMING?
PO4 GAS TEST 10/23/95 JFH D NOT DONE
B03 FRAMING (ROUGH) 10/26/95 JFF D TRUSS TIE DOWN CLIPS/GARAGE BOLTS
E03 ROUGH 10/26/95 JFF A
P03 ROUGH 10/26/95 JFF A
B04 INSULATION 10/27/95 JFF A
B03 FRAMING (ROUGH) 10/27/95 JFF A
PO4 GAS TEST 11/21/95 JFH A
B10 FINAL 03/26/96 JFH A
95-9634-P 3,000
95-9293-H 3,000
95-13642-E 1,800
Total Est Valu 67,800
Dwelling 1,419 58,065.48
Basement 933 11,569.20
Garage 400 4,960.00
Smoke Det 6 450.00
BOCA Value 84,800.49
Diff rence 17,000.49I10
3
SITE COMPLIANCE CHECKLIST
TOWN of SOUTH WINDSOR, CONNECTICUT
20 Podunk Circle LOT # 4 Reviewed By 417511>Engineering)
MAPLE LEAF CONSTRUCTION Date Reviewed 2.-/G—9-&pproved/Denied
PO BOX 613,S0UTH WINDSOR,CT Reviewed By Planning)
BP_# 22539_ Ph #_(203)528-2535 Date ReviewedVo L Approv Den'
Date Submitted 02/15/96 FO C of 0 *****
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
f/ 1. Approved building permit plan
L
r 2. Finish grading per approved
building permit plan C3a TW
3. Site work; i.e. trees, shrubs,
dumpsters, required parking
4. Utility location;
a. sanitary sewer/ m
b. foundation drain
c. electrical & telephone
d. water
e. other
5. Sewer connection charge paid
6. Appropriate certification
cc// I+FL ^p
7. Bonding
8. Planning & Zoning/
Inland Wetlands Considerations An
Sewer Permit No.
Pavement Excavation No.
COMMENTS:
Robert T. Potash
20 Podunk Circle
South Windsor, CT 06074
860) 610-0436
Building Inspector
Town of South Windsor
South Windsor, CT 06074
May 16, 1996
Dear Sir:
I am writing a request to remove the building and plot plans for the property which I have
recently purchased, Oak Meadows Lot#4. I wish to make copies of these prints for my
personal files. I would of course,promptly return them in original condition as soon as
they are copied.
Thank you very much.
6zer
Robert T. Potash
SITE COMPLIANCE CHECKLIST
TOWN of SOUTH WINDSOR, CONNECTICUT
20 Podunk Ci rcl LOT # 4 Reviewed By Engineering)
MAPLE LEAF CONSTRUCTION Date Reviewed Approved/Denied
PO BOX 613,SOUTH WINDSOR,CT Reviewed By Planning)
BP #_22539_ Ph # (203)528-2535 Date Revi d prov Denied
Date Submitted 02/20/96 FOR 0 *****
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
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
e. other
5. Sewer connection charge paid
6. Appropriate certification
7. Bonding
8. Planning & Zoning/
Inland Wetlands Considerations
Sewer Permit No.
Pavement Excavation No.
COMMENTS:
SITE COMPLIANCE CHECKLIST
TOWN of SOUTH WINDSOR, 0 ECTICUT
20 Podunk Circle LOT # 4 yi k Engineering)
MAPLE LEAF CONSTRUCTION Date Reviewed Approv Denied
PO BOX 613,SOUTH WINDSOR,CT Reviewed By Planning)
BP_#_22539_ Ph_#_(203)528-2535 Date Review z Approv /Denied
Date Submitted 08/22/95 FOR B LD NG PERMIT
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. Th minimum requirements shall include:
Appr ed Denied N/A
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, etc.
20
4. Plot Plan at 1" =.44 4 scale
a. Subdivision reference, abutting properties, etc.
b. Easements of record
c. Lot description, bearings, building lines,
distances, area, etc.
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._Elayations of gravity drainage systems, sanitary
foundation drai at the house and the street
g. Tentative utility location (gas, water,
electric, {a5'tem, 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
7
6. Special Planning & Zoning, Inland/Wetlands
considerations (Plans on file w/Town Clerk)
COMMENTS:
ENGIIVEER 1CORPORM
1zXzXzX LETT OF TRANSMITTAL
MfwI7To: AC Re: Ao iV
6'1 3 la
O
Attention: Date:
GENTLEMEN:
WE ARE SENDING YOU Attached Under separate cover via the following items
Shop drawings Prints Plans Samples
Copy of letter Change order
SENT TO US BY:
COPIES DRAWING NO. DESCRIPTION
0 0-')FJC,
J , U
THESE ARE TRANSMITTED as checked below:
For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for corrections Released for fabrication
For review and comment
REMARKS:
r
Copy To: Signed:
MANUFACTURERS OF ROOF&FLOOR TRUSS SYSTEMS 181 G odwin St. P.O.Box 51027 Indian Orchard,Mass.01151 T 1.413-543-1298
TRUSS ENGINEERING CORP. LAURENO, MAPLE LEAF CONST PODUNK CR,WO#20614
LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane, knots or other defects
Top Chord: 2X 4 1650f-1.5E SPF MSR 1- 2 - +0 6- 7 = +1063 1- 6 = -146 3- 8 = +249 shall occur in plate contact area.
Btm Chord: 2X 4 1650f-1.5E SPF MSR 2- 3 - -998 7- 8 - +807 2- 6 = -1267 4- 8 = -206
Webs : 2X 4 Stud SPF 3- 4 - -998 8- 9 - +1063 2- 7 = -206 4- 9 - -1267 Where no rigid ceiling is applied
4- 5 = +0 3- 7 = +24g 5- 9 = -i46 directly to the bottom chord, it
Approx. weight of truss= 99 lbs. shall be braced at intervals not
exceeding 10'-0".
O3
4X4=
i
12 12
4O 6 Q6 4
4X6.
I
I
I
I
a
CM
3X4=
CJ1
7
6O= 6 _
O65X5w/spl=
4'-3" 9" 5'-9" 4'-3'
20 '-
0-
oil
B -0
2'-0"
R=913 R=913
PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR
Connector plates snall be made from 20 gauge Grade A ASTM (A446-72) Prime, not-dipped L 0 A D I N G Designer: CJP
galvanized steel Plates shall be applied to both faces of truss at each joint Where
dimensions are not shown, place plates symmetrically about the joint or as indicated CRITERIA TPI Scale: 1/4°=1
by circles (o) Cutting and fabrication shall be accomplished using equipment which
will produce snug tatting joints and fully embedded plates This design assumes that Top chord 30.0 + 7.0 psf DATE: 08/30/95thecompressiontopcnaraiscontinuouslybracedbytheroofsheathingonlypermanent
structural bracing required of individual Pampers is noted on this design. Trusses can B t m chord 10.0 p sf Check by:be dangerous and can cause damage and personal injury if improperly installed and/or
braced. Persons erecting trusses are aovicec to seek professional advice regarding Total Load 47.0 psf Version: 6.42dtemporaryerectionDracingwhichisalwaysrequiredtopreventtopplingandaominbing.
Bracing shown on this drawing is NOT ERECTION BRACING Refer to,'BRACING MOOD TRUSSES Duration factor 15.0 % Drawing No.COMMENTARY AND RECOMMENDATIONS' as published oy the Truss Plate Institute for industry
standards in erecting trusses. (TPI) is located at 593 D'Onofrio Drive Suite 200, Spacing 24.0 o.c.Madison MI 53719 Te'. (508) 033-5900
TRUSS ENGINEERING CORP.LAURENO, MAPLE LEAF CONST PODUNK CR,WO#20614
LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane, knots or other defects
Top Chord: 2X 4 1650f-1.5E SPF MSR 1- 2 - +0 4- 5 +462 1- 4 - -293 2- 5 - -547 shall occur in plate contact area.
Btm Chord: 2X 4 1650f-1.5E SPF MSR 2- 3 - +0 2- 4 - -547 3- 5 = -293
Webs 2X 4 Stud SPF
Where no rigid ceiling is applied
directly to the bottom chord, it
Approx. weight of truss= 49 lbs. shall be braced at intervals not
exceeding 10'-0" . f
I
I
I
1.5X3 n
2
4X6%
12
6 to
rn
6X6=
O 3X4= I
4'-8" 41-6.
z -o' 9'-4.
R=674 R=674
PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR
Connector, plates snall be made from 20 gauge Grade A ASTM (A446-72) Prime. not-dipped L 0 A 0 I N G Designer: C JP
gelvenized Steel Plates sn811 be applied to both faces of truss at each joint wnere
dimensions are not snown, place plates symmetrically about the joint or as indicated CRITERIA TPI Scale: 1/4"=1
by circles (a) Cutting and fabrication snail be accomplished using eduioment whien
will produce snug fitting joints and fully embedded plates. This design assumes that Top Chord 60.0 + 7.0 psf DATE: 08/30/95
the compression too chord is continuously braced by the roof sheathing. only permanent
structural bracing required of indivlduel members is noted on this design Trusses can B t m chord 10.0 ps f Cheek by:be dangerous and can cause damage and personal injury if improperly installed and/or
braced. Persons erecting trusses are adviced to seek professional advice regarding Total Load 77.0 ps f Version: 6.42dtemporaryerectionbracingwhichisalwaysrequiredtopreventtopplingandoominoing
Bracing shown on tnis drawing is NOT ERECTION BRACING. Refer to:"BRACING WOOD TRUSSES Duration factor 15.0 % Drawing No.COMMENTARY AND RECOMMENDATIONS' as published by the Truss Plate Institute for industry
standards in erecting trusses (TPI) is located at 583 D'Onofrib Drive Suite 200, Spacing 24.0" o.c.
Madison MI 53719 Tel: (606) 833-5900
TRUSS ENGINEERING CORP. LAURENO, MAPLE LEAF CONST PODUNK CR,WO#20614
LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane. knots or other defects
Top Chord: 2X 4 1650f-1.5E SPF MSR 1- 2 = +0 5- 6 = +1034 1- 5 = -183 3- 6 = +429
872 6- 7 +599 2- 5 -i216 3- 7 -803
shall occur in plate contact area.
2- 3BtmChord: 2X 4 1650f-1.5E SPF MSR 3- 4 = +0 2-
5
4- 7 = -803 *iX4 continuous lateral bracing216
Webs : 2X 4 Stud SPF attached with two (2) 8d nails
Approx. weight of truss- 107 lbs. Where no rigid ceiling is applied each member where indicated.
directly to the bottom chord, it
shall be braced at intervals not 1.5X 3ff
exceeding 10'-0".
3
5X5w sp 1
i
12 Q,
6
4X60
Y
rn
6 3X4=X6=O
3X6= 3X4=
O
I
5'-3' 7'-0 3/4' 7'-8 114"
9'-3' 10'-9'
R=913 R=913
PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR
Connector plates snall be made from 20 gauge Grade A ASTM (A446-72) Prime. not-dipped L 0 A D I N G Designer: CJP
galvanized steel Plates shall be applied to both faces of truss at each )pint. where
dimensions are not shown, place plates symmetrically about the )Dint or as indicated CRITERIA : TPI Scale: 114"=1
by circles (a) cutting and fabrication shall be accomplished using equipment which
will produce snug fitting joints and fully emoedoed plates. Tnis design assumes tnat Top chord 30.0 + 7.0 psf DATE: 08/30/95thecompressiontopchord1scontinuouslybracedbytheroofsheathingOnlypermanent
structural bracing required of individual members is noted on this design. Trusses can B t m chord 10.0 p s f Check by:be dangerous and can cause damage and personal in)ury if improperly installed and/or
oracea Persons erecting trusses are adviced to seek professional advice regarding Total Load 47.0 psf Version: 6.42dtemporaryerectionbracingwhichisalwaysrequiredtopreventtopplingandoominoing
Bracing shown on tnis craving is NOT ERECTION BRACING Refer to*'BRACING MOOD TRUSSES Duration factor 15.0 % Drawing No.COMMENTARY AND RECOMMENDATIONS' as published by the Truss Plate Institute for industry
standards in erecting trusses (TPI) is located at 583 D'Onofrio Drive Suite 200, Spacing 24.0" 0.c.Madison MI 53719 Tel' (BOB) 032-5900
TRUSS ENGINEERING CORP.LAURENO, MAPLE LEAF CONST PODUNK CR,WO#20614
LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane, knots or other defects
Top Chord: 2X 4 1650f-1.5E SPF MSR 1- 2 = +0 6- 7 - +2473 1- 5 - -174 3- 8 = -1006 shall occur in plate contact area.
Btm Chord: 2X 4 1550f-1.5E SPF MSR 2- 3 - -2374 7- 8 - +1989 2- 6 = -2748 4- 8 = +856 Provide for horizontal movement
Webs : 2X 4 Stud SPF
3- 4 - -978 8- 5 - +1175 2- 7 = -232 at one support.4- 5 = -1378 3- 7 = +390
Except as noted below) 2X4 wedge required at right heel.
T- 3: 2X 6 1650f-i.5E SPF MSR LEFT OVERHANG MUST BE SUPPORTED++Where no rigid ceiling is applied
Approx. weight of truss= 106 lbs. directly to the bottom chord. it
shall be braced at intervals not
exceed 10'-0' .
5X5=
9 3Q 12
3X4 (SSpp 1)s 3X40 6 6X a
m
Y .
ID
i
0
i
m
12
4X100clu6
M 2)3X40
lICDIJ.J
M co Cn
4J 5X12= M
vQjOLn
Ln 3X41
4.01 7 1
s 12 3X10 Y
7X8m
5'-0" 5'-6" 4'-10 5/16" 4'-7 5/6"
6'-6' 2 —0 2'-0„
R=913 R=913
PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR
Connector plates shall be made from 20 gauge Grade A ASTM (A445-72) Prime. not-dipped L 0 A D I N G Designer: CJP
galvanized steel Plates shall be applied to both faces of truss at each joint Where
dimensions are not shown. place plates symmetrically about the ]pint or as indicated CRITERIA : TPI Scale: i/4°=1
by circles (o) Cutting and fabrication snall be accomplished using equipment which
will produce snug fitting ]pints and fully embedoeo plates. This design assumes that Top chord 30.0 + 7.0 psf DATE: 08/30/95
the compression top chord is continuously braced by the roof sheathing Only permanent
structural bracing required of individual members is noted on this design. Trusses can Btm chord 10.0 psf Check by:
be dangerous and can cause damage and personal in]ury if improperly installed and/or
braced Persons erecting trusses are adviced to seek professional advice regarding Total Load 47.0 psf Version: 6.42d
temporary erection prating which is always required to prevent toppling and dominoing.
Bracing shown on this drawing is NOT ERECTION BRACING. Refer to.'BRACING WOOD TRUSSES: Duration factor 15.0 % Drawing No.
COMMENTARY AND RECOMMENDATIONS' as published by the Truss Plate Institute for industry
standards in erecting trusses (TPI) is located at 5B3 D'Onofrio Drive. Suite 200. Spacing 24.0" o.c.
Madison MI 53719 ]el (600) 633-5900
TRUSS ENGINEERING CORP. LAURENO, MAPLE LEAF CONST PODUNK CR,WO#20614
LUMBER SPECIFICATIONS (NOS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane. knots or other defects
Top Chord: 2X 4 1650f-1.5E SPF MSR 1- 2 = +0 6- 7 - +1436 1- 6 - -100 3- 8 - -726 shall occur in plate contact area.
Btm Chord: 2X 4 1650f-1.5E SPF MSR 2- 3 = -1730 7- 8 = +1587 2- 6 = -1752 4- 8 - +704 Provide for horizontal movement
Webs : 2X 4 Stud SPF 3- 4 = -865 8- 5 = +1021 2- 7 = +180
at one support.
Except as noted below)
4- 5 = -1198 3- 7 = +69
2X4 wedge required at right heel.
T- 3: 2X 6 1650f-1.5E SPF MSR Where no rigid ceiling is applied
Approx. weight of truss- 89 lbs.directly to the bottom chord, it
shall be braced at intervals not
exceeding 10'-0".
5X5=
O 12 OLD
9 3X4- Q6 6X6-
3X4 (Sp 1)y
0
i
12
V
in3X60
6
m ;1 Q4.01 5X12- n1.5XX3 e 12
m 0 m
v c
3X4-s
l003X6s
3X4
STUBBED 2'-0"
3'-0' 5'-6" 4'-10 5/16" 4'-7 5/6'
R=e19 R=819
PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR
Connector plates snall oe made from 20 gauge Grade A ASTM (A446-72) Prime. hot-dipped L 0 A D I N G Designer: CJP
galvanized steel. Plates shall be applied to both faces of truss at each joint Where
dimensions are not snows, place plates symmetrically about the joint or as indicated CRITERIA TPI Scale: 1/4°=1
by circles (o) Cutting and fabrication shall be accomplished using equipment which
will produce snug fitting joints and fully emoedded plates This Design assumes that Top chord 30.0 + 7.0 psf DATE: 08/30/95
the compression too cnord is continuously braced by the roof sneatning. Only permanent
structural bracing required of inaivioual members is noted on this design. Trusses can Btm chord 10.0 psf Check by:
be dangerous and can cause damage and personal injury if improperly installed ano/or
braced. Persons erecting trusses are aavicea to seek professional advice regarding Total Load 47.0 psf Version: 6.42d
temporary erection bracing which is always required to prevent toppling and Dominoing.
Bracing shown on this drawing is NOT ERECTION BRACING Refer to:'BRACING WOOD TRUSSES: Duration factor 15.0 % Drawing No.COMMENTARY AND RECOMMENDATIONS' as published by the Truss Plate Institute for Industry
standards in erecting trusses. (TPI) is located at 583 O'Onofrio Drive. Suite 200, Spacing 24.0" o.c.
Madison MI 53719 Tel (608) 833-5900
PERMIT 0
I DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT /C5L
Application is hereby : TOWN OF SOUTH WINDSOR
BUILDING INSPECTION DEPT.
APPROVED DISAPPROVED 1540 SULLIVAN AVENUE
644-2511 Ext . 230
a e g Ina ector Application must be printed or typed
1 . LOCATION OF JOB
Lo7 Moa Ctrcic
FEE SCHEDULE No . Street
0 - $10000 - 10.00 Floor Apt , No.
Over $1 ,000 - 10.00
2. OWNERper $1 ,000 orM C(m4r.
fraction thereof 60X3. ADDRESS 03P.n '%'
1150,LAD nLcyr
4
4. APPLICANT (jroux
5. ADDRESS—
oy NoOTS
6. ESTIMATED COST $ RUI' On
7, IS THIS A CONTRACT COST
Yee
8. FEE ENCLOSED $ 20
9, TYPE OF BUILDING:0 s-)— 9
RESIDENTIAL COMMERCIAL
10. TYPE OF JOB:
Original Installation
Alteration/Addition/Repair
On 3A 11/88
APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side)
I r
11 . LOCATION OF JOB 1 C I'm I e
NO. STREET APT. NO ,
12 . TYPE OF INSTALLATION 6PFQ rouai
13 . SIZE OF MAIN FEEDER
14 . NO . OF LIGHT LOOPS 15 . NO. OF HEAT LOOPS
16 . NO . OF POWER LOOPS 17 . NO. OF LIGHT OUTLETS
r
18 . NO . OF HEAT CIRCUITS 19 . NO. OF POWER OUTLETS
20 . NO. OF CONVENIENCE OUTLETS 21. NO. OF HEAT CIRCUITS_
22 . NO. OF POWER CIRCUITS 23. NO. OF LIGHT CIRCUITS
24. SIZE OF HEAT CIRCUITS 25 . NO. OF MOTORS
26 . NO . OF PANELS t 27 . TOTAL WATTAGE
28 . NO . OF POWER FEEDERS 29 . NO. OF SWITCHES_
30. A/C LOAD 31. SIZE OF POWER FEEDERS_
32. NO . OF FIXTURES_ 33. TOTAL HORSEPOWER
34. NAME OF SUBCONTRACTORS AND THEIR TRADES
35 . REMARKS AND FURTHER DETAILS :
c E) uMe(grouloll Seru
j
ao 9,
LICENSE NO .SIGNATURE OF APPLICANT DATE
PHONE NUMBER: (0 A
INSPECTOR DATE Go TIME
LOCATION J
INSPECTION: CODE: RESULT(D/A) :
ti
BUILDING:
ELECTRICAL:
PLUMBING:
HVAC:
a
OTHER:
PERMIT NO.
q 3
DEPARTMENT DECISION APPLI CAT ION FOR
Application is hereby: PLUMBING PERMIT
TOWM OF SOUTH WINDSOR
APPROVED DISAPPROVED BUILDING INSPECTION DEPT.
6;7/1 V ( 644-2511 Ext. 230
a tie u n g Inspector Application must be printed or typed.
1. LOCATION OF JOB:
In 7- A 14 9
FEE SCHEDULE 2. OWNER: zed
0 - $19000 - 10.00
3. ADDRESS:
i
Over $1 ,000 - 10.00
per $1 ,000 or 4. APPLICANT:
fraction thereof
5. ADDRESS:
6. EST. COST: $ 3, QdO
7. IS THIS A CONTRACT COST? YES NO
8. FEE ENCLOSED: $
7;_A41c79. TYPE OF BUILDIN k-b"j
X RESIDENTIAL COMMERCIAL
10. TYPE OF JOB:
O-ORIGINAL ALTERATION
INSTALLATION ADDITION
REPAID.
BD 2A 11/88
APPLICATION FOR PLUMBING PERMIT (Cont. from Reverse Side)
11. LOCATION OF JOB:
GENERAL PLUMBING
12. KIND OF INSTALLATION: 13. SIZE OF MAIN DRAIN
14. NO. OF TOILETS .3 STYLEg C= 15. NO. OF URINALS STYLE
16. NO. OF BATHTUBS 16A. NO. OF SHOWERS 17. NO. OF LAVATORIES
18. NO. OF SINKS f 19. DISPOSAL 19A. DISWASHER
20. NO. OF CONDUCTORS SIZE 21. NO. OF STACKS SIZE
y
22. AREA OF ROOF 23. NO. OF CATCH BASINS 24. NO. OF FLOOR DRAINS
25. NO. OF OTHER FIXTURES KIND
26. ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW?
27. SIZE OF WINDOW
28. IF NO WINDOW, WHAT KIND OF VENTILATION IS THERE?
29. SIZE OF DUCTS 30. SEWER OR SEPTIC TANK?
31. SIZE OF WATER MAIN I
y 31A. SIZES OF WATER PIPING & RISERS,3 .4- /
32. REMA4S AND FUR ER DETAILS
4
WATER HEATER
33. TYPE 7q-,c6l 34. MANUFACTURER
TANKS SAFETY DEVICES
T12 PERATURE
35. CAPACITY c "t/ r 39. RELIEF VALVE L
36. TEST PRESSURE LBS. 40. MANUFACTURER yt/
37. WORKING PRESSURE LBS. 41. PRESSURE RELIEF VALVE
38. TYPE 42. MANUFACTURER
n,,DO Ay
LICENSE NO. I DATEY SIG TURF OF A LICANT
PHONE NO.
FOR OFFI E USE ONLY APPLICATION FOR HVAC PERMIT DATE: Z (
NO. _ 3 ) Q TOWN OF SOUTH WINDSOR EST.COST:
BLDG. PERMIT N0. a 3 / 1540 SULLIVAN AVENUE FEE vt
SOUTH WINDSOR, CT 06074 FEES:
644-2511 - Ext. 230
0 - $19000 - $10.00
1000 or fraction
LOCATION OF BUILDING l thereof - $10.00
OWITEW 4/ ADDRESS TOWN PHONE NO.
141- /%F/,6 1/,? Co 4OL/ CJ fo
HVAC CONTRACTO ADDRESS f TOWN PHONE NO.
TYPE OF SYSTEM: HEATING TYPE OF BUILDING: RESIDENTIAL_
A/C COMMERCIAL
VENTILATION BUSINESS _
INDUSTRIAL
IF HEATING: STEAM LOW PRESSURE LIMIT_LBS. HIGH PRESSURE LIMIT_LBS.
HYDRONIC_ W AIRR
UNIT RADIANT HEATER (INCLUDING WOOD/COAL BURNING STOVE)
TYPE OF FUEL: OIL-GPM GAS IN-PUT ELECTRIC KW
WOOD COAL
OIL TANK - SIZE b LOCATION: ' INSIDE OUTSIDE CAPACITY
LPG TANK - CAPACITY_
EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION
DESIGN TEMP. OUTSIDE OF INSIDF_°F _ERENCE_°F Ta
TOTAL HEAT LOSS (BTUH) 19 1 HEAT LOSS SHEET MUPTj 4CCOMP APRLICAT ON)
DESCRIBE L HEATING EQUIP T (INCLUDING MAKE b MODEL NO.): C
FA
rj!%. vJ, f,&A&dA,tek k,;
GROSS HEATING CAPACITY (INPUT-BTUH) MET RATING (0 UT-BTUH)
IF AIR CONDITIONING: DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE F
TOTAL HEAT GAIN (BTUH)
HEAT GAIN SHEET MUST ACCOMPANY APPLICATION)
DESCRIBE ALL COOLING EQUIPMENT (INCLUDING MAKE & MODEL NO.):
TONNAGE COOLING CAPACITY (BTUH)
IF VENTILATION: DESCRIBE ALL AIR-HANDLING EQUIPMENT (INCLUDING KITCHEN EXHAUSE EQUIPMENT) :
TOTAL SIZE OF SYSTEM (CFM) FRESH AIR INTAKE (CFM)
PLAN MUST ACCOMPANY APPLICATION)
The undersigned hereby applies for a permit to perform the following work and is to comply
with all local ordinances and State of Conn. Bui ing Codes in the performance of such wor
FURTHER DESCRIPT-ON OF ORK:
Coe
Lod"
STATE LICENSE - NAME & TYPE # ATE ATURE OF PLICANT
iff- qljflqr
APPROVED ATE
I - 8 - R CALCULATION SHEET 1503 (Modern Method)Copyright 1971 by The Hydr nits Institute
OWNER ADDRESS DESIGN TEMPERATURE DIFFERENCE F. DATE
COL. A COL.B COL.C COL.D COL.E COL.F COL.G
1 ROOM
Ix
O H L W H L W H L W H L W H L W Design Water Temp.
7 ROOM DIMENSIONS, FT.U BTUH par Fo t of
3 LENGTH EXPOSED WALLS,FT. Radiation Selected
4 WINDOW AND OUTSIDE DOOR AREA LL
STUN BTUH BTUH BTUH BTUH
5 WALL CONSTRUCTION
ROOM LIN. FT.OFTable9,Line 3 x H)_ TOTALS RADIATION
6 TYPE OF GLASS FROM LINE 12 SELECTED
B ttorn of table used for Line 5)
7 CEILING CONSTRUCTION C
Table 9, L x W)
B FLOOR CONSTRUCTIONt O—
Table 9, L x W or Lin. F t l E
9 COLD PARTITION CONSTRUCTION F
Table 9, L a H)
10 _G 1 Wall I W lth Openings)
H
7 Wells lWith Openings) O x
3 Wells(With Openings)or Ent.Hall
J
11 TOTAL flTUH AT 70F TEMP DIFFERENCE'
12 TOTAL BTUH AT DESIGN TEMP. DIFFERENCE K
L
COL.A — _--- -__ COLS COL.H COL.1 COL_! COL. K COL.L TOTAL BTUH TOTAL
1 ROOM OF BUILDING RADIATION
Q AT SELECTED
O H L W H L W H L W H L W H L W DESIGN TEMP.•
Z ROOM DIMENSIONS,FT I DIFFERENCE
U
3 LENGTH EXPOSED WALLS. FT.
d WINDOW AND OUTSIDE DOOR AREA LL
STUN BTUH BTUH BTUH BTUH
5 WALL CONSTRUCTION INCREASE BATHROOM
Table 9, Line 3 x HI TOTAL 20%
6 TYPE OF GLASS
Bottom f tabla used lot Line 51
7 CEILING CONSTRUCTION tFOR CONCRETE FLOOR ON
Table 9, L x W) GROUND OR FILL AT
GRADE LEVEL,USE LINEAR
B FLOOR CONSTRUCTIONt FEET OF EXPOSED EDGE
IT able 9.L x W or Lin Ft l
9 COLD PARTITION CONSTRUCTION
ITable 9, L a H)
10 c I Wall(With Openings)O
Q
I Wells(With Openings) e xc
3 Walls(With Openings)of Ent Hall
J —
11 TOTAL BTUH AT 70F TEMP DIFFERENCE'
12 TOTAL BTUH AT DESIGN TEMP DIFFERENCE
FORM 1503ThisformIs•vaile0ia tr m The Hydronlc•Institute 35 Russo Place,Berkeley Heights,N J 01922
PLUMBING SUPPLY
l88 HEAT LOSS CALCULAT] CN #1C0460? O9/l9/95
jOB NAM E JVB LOC TI ON 2O PDDUNK CIRCLE, SO^ WIN
W O ES LER LLTED P U BI G CO TI'll C[O1:11 ACE O
1 Y 11 Ap;V Y-'' r' 1 r*f xS-'t
ROU # RUCM NAME FACTOR ROO SllE BTU LOCS Fl B SEBO PD
1 DINING RU3M 2^ 8XO3 1 OX 9 3652^G0 6.6
2 KI [CHEN 3.00 8X 12AX 9 2295^36 4^2
M STER VElyfl'M 4^0' - - Sy -1q- t 252.8o
4 GREAT RD8 5^00 14X 16X 10 140O1 ^60 25^6
5 B TH 2ND FL 6^OO 8X 5X 11 772^80 1 ^4
BEY)R{ U'Z - - ~7^C0 ' - n7c 1'I( 1 1!^30
7 BEDRJUM 3 8^00 8X 20X 9 4329.60 7^9
LS 34 T?7^^76
DIMEi,ISIONAL DATA
FT Sr ^FT- -T--- C,FT
NET W LL GL SS EXP CElL EXP FLR VOLUME LIV^RE
40
2 84 12 54 O 864 108
3 290 30 0 O 168C 21("1
4- -- - 1 3 7 0'' 24 ' -- -1 x -- --- --
5 128 C 55 C 440 55
6 172 2O 143 O 112O 140
21' - - 2O 1'40' ' -- 1)- - - -
TOTALS 1553 2?5 679 0 1":3504 943
PTU HEAT LOSS DATA
RM ^# W LL LOSS G 33 CEILIKG FLO0 INFILTR TlGN TO[L B [U
01\0 --1.~y52 <m-' -1 VD'
2 3 6 ,OO 5 5^60 129^60 C^CC 1244, 16 2295,36
3 1160^O0 1464.00 0^30 O^OO 3 28^80 6252^80
4 22 00 5 26. - 00 0,<)O 645 v20' --1<'
5 614^40 0^03 158^40 O^O0 O.00 772, 8O
6 68O^O 976.0O 336^0O C^0O 1612,G0 3612,8
7 1 4B,00 976 O0 32 00 0^0t` '2O73 60 432^60 -
FO\ LS 6314^4O 10980^0O 1656^CO 0^00 16 47^36 34997^ 76
OF TOT^ l8 31 5 O 46 10O
THE EK GE BTU PER SQ^F1'^ O LIVl 6 A E IS 37, 11
THE BTU PER CU^FT I3 4^ 12
F CTOXS USE(; IN ATI N
BTU\Fl
F CTOR # W LL GL SS CEILlNG FL1. 6R INFILT 7 ) EMP
2 00 0^Mip 0^61 0.03 - -G^05 01018 550 - 8(
3^00 0^05 0^61 0.03 3^O5 O. 18 550 B0
4^O O^05 0^61 O,O3 0^C5 C,2/ 5J0 80
5^<T0 O 0r)' - ' -T)61 3-0^015 O^36
6^C1) C^05 0^61 0^03 C.C5 C^C("I
7 ^O0 0^05 1")^61 O^33 0^05 0^ 18 55O 8O
G^()0-04-0,0-- ' C/^61- -- 1)^p S - 0^G5 1R
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT#
TOWN OF SOUTH WINDSORApphby.
BUILDING DEPARTMENT 7 3'?
APPROVED 1540 SULLIVAN AVENUE Bldg.Permit#
644-2511 ext. 230
Date g Inspector
Application must be printed or typed
FFFEESCHEDULE Location of Job:
20aa r-$
1,000=$15.00 Street No. Street Lot No.
Over$1,000=i15.00 per$1,000 P_5inCe
or any fraction thereof Tenant Designation Apt.No.
APPLICANT Z04 5
APPLICANT ADDRESS
APPLICANT PHONE# I(D 3'f
OW N St OWNER r.
q< OWNER ADDRESS 6c,
OWNER PHONE
P,
C ESTIMATED COST$
how IS THIS A CONTRACT COST? Yes No
d FEE ENCLOSED$
1 TYPE OF JOB:
SOR C New Installation
Alteration/Addition/Repair
Revised 4/01//2002
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? YES NO
PRESIDENTIAL
BUSINESS
ASSEMBLY
CURRENT USE AND OCCUPANCY
MERCANTILE
EDUCATIONAL FUTURE USE AND OCCUPANCY kf l'-,a,•- ,
INSTITUTIONAL
FACTORY ENGINEER'S NAME `'., PHONE ` .2
STORAGE
GARAGE ADDRESS
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 j REMOTE DISCONNECT REQUIRED? YES t0vo
NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES c NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
d
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT '
S
i' C `-- DATE G I c z
rIEPAILTMM DECISION APPLICATION FOR HVAC PERMIT
TOWN OF SOUTH WINDSOR
PERMIT#
Application is hereby: BUILDING DEPARTMENT
p 1540 SULLIVAN AVENUE Bldg.Permit#
644-2511 ext. 230 two
Building Inspector
Application must be printed or typed
FEE SCHEDULE
c t'on o Job:
04O C
0-$1,000_$15.00 Street No. Street Lot No.
Over$1,000 29
15.00 per$1,000
or any fraction tiwreof Tenant Designation Apt.No.
APPLICANT rlllf
APP DAllRESS r.4(
J r'
APPLICANT PHO #
N OWNER0
OWNER ADDRESS
OWNER PHONE
r+7 ESTIMATED COST$
IS THIS A CONTRACT COST? Yes No
FEE ENCLOSED$ 70
TYPE OF JOB:
it'C New Installation
terati0 dido epair
Revised 4/01//2002
APPLICATION FOR HVAC PERMIT (Continued from reverse side)
TYPE OF SYSTEM: TYPE OF BUILDING:
HEATING AcfRESIDENTIAL
A/C COMMERCIAL
VENTILATION INDUSTRIAL
HEATING
STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS.
iYDRONIC WARM AIR UNIT RADIANT HEATER
EXISTING RADIATION ADDITIONAL RADAATI T TOTAL RADIATION
DESIGN TEMP. OUTSIDE_OF INSIDE (J OF DIFFERENCE S OF
TOTAL HEAT LOSS(BTUH) '- F(HEAT LOSS SHEET MUST ACCOMPANY
APPLICATION)
DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.)
S" C-m 6 c) 6&r4ec.-J
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)
DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.)
TONNAGE COOLING CAPACITY(BTUH)
VENTILATION
DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT)
TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM)
PLANS MUST ACCOMPANY APPLICATION)
J
FURTHER DESCRIPTION OF WORle
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 QWORK.3 cog' 3 O 7
CONTRACTORS LICENSE NO. TYP STATEibSIGNATUREOFAPPLICANTDATE
HEAT LOSS SCHEDULE -
Beat loss must b complete f r all Sods. Work Sheets may be attached.
COL. A
CO` COL.COL.COL. COL.COL. COL.
B D E E G
H L JW H L W H L W H L W ti L ii L W N L i
bIN
ROJl DIMENSIONS,IONS, FT. ROOM TOT%,LS F ADIAT'_
0 FR()!i L14r 1-1SEL'-:'CTED
3. LENGTH E,X.PC5ED WALLS, FT.
4. WINDOW AND OV TS I DE DOOR AREA U
S. WALL CONSTRUCTION Q Oo t i
F
6. TYPE OF GLASS o a s
7. CEILING CONSTRUCTIONv
C. Ft,00R CONSTRUCTION'
9. COLD PARTITION CONSTRUCTION TOTAL bTci TOTAL
e Wall (with glass or
OF E; 1 IG R-9LD;.T10
exterior door) J
AT DESIGN SELECTED
TE!'.PER.gTLF:E
10i vo Walls (with glass or DIFf=Kzh,E
exterior door)A00
zee Walls or Entrance
t Increase bar-i.room totalHall (") 1
11. TOTAL BTUH AT 7 0°F TEMP.f o r r *e-r e t e floor on g-ou
DIFFERENCE* y b LA,)
linear
fill at grade level . us
linear feet or exposed edg
12. TOTAL BTUH AT DESIGN Ze)oTEMP. DIFFERENCE
I•'• - .
r.'"• ,
r}.!r-
y :
W S. r , ,•!,yam Z
DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT#
A lion is hereby:
TOWN OF SOUTH WINDSOR 039BUILDINGDEPARTMENT
e"PRQ 1540 SULLIVAN AVENUE Bldg.Permit#
644-2511 ext. 230
Building Inspector
Application must be printed or typed
or
EE SCEMDULE
Location of Job:
Z d o v IC C 1 rt c t So, 1/I •.ti 1`-t G
1,000 $15.00 Street No. Street Lot No.
Over$1,000
15.00 per$1,000
any fraction f Tenant Designation Apt.No.
APPLICANT t-L o sv i
APPLICANT ADDRESS `Z l l LSG. d Z•,L
I) I- aa-
APPLICANT PHONE# O Sr 7
OWNER S ` F f(f 15 S
O
OWNER ADDRESS Z ed b v A 1- e ( If e IL;s
S O. VV ti I-?S CA off/E
OWNER PHONE _ I 0 D 142
EST11WATED COST$ e o C)
IS THIS A CONTRACT COST? Yes No
FEE ENCLOSED$
0
TYPE OF JOB:
4J0jK C0 New Installation
Alteration/Addition/Repair
Revised 4/01//2002
APPLICATION FOR HVAC PERMIT (Continued from reverse side)
TYPE OF SYSTEM: TYPE OF BUILDING:
HEATING RESIDENTIAL
P 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 -TJ_ OF DIFFERENCE OF
TOTAL HEAT GAIN(BTUH)0 `,,;,(HEAT GAIN SHEET MUST ACCOMPANY APPLICATION)
DESCRIBE ALL COOLING EQ PMENT(INCLUDING MAKE&MODEL NO.)
T Ab-'3 DGt_Vi.-sfd U 14.1
TONNAGE_ ;Z— COOLING CAPACITY(BTUH) v pK4
VENTILATION
DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING TCHEN XHAUST EQUIPMENT)
l t. 0",
TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM)
PLANS MUST ACCOMPANY APPLICATION)
FURTHER DESCRIPTION OF WORK S S 7k fl pe 4w-c_ -lip
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.
qo 331 S ' l
CONTRACTORS LICENSE NO. E STA E
SIGNATURE OF APPLICANT DATE Z'
THERMAL DATA PROJECT: custom colonial
475 HILLSIDE AVENUE CLIENT: bob & jerry potash
NEEDHAM, MA 02194 DATE: 4/08/02
RESIDENTIAL/LIGHT COMMERCIAL HVAC LOADS DESIGNER: angeloni refrig.
DESIGN CONDITIONS:
DESIGN PARAMETER SUMMER WINTER
OUTDOOR DRY BULB TEMPERATURE 95 DEG.F 0 DEG.F
INDOOR DRY BULB TEMPERATURE - ZONE 1 75 DEG.F 72 DEG.F
DESIGN TEMPERATURE DIFFERENCE - ZONE 1 20 DEG.F 72 DEG.F
INDOOR-OUTDOOR GRAINS DIFFERENCE 35 GRAINS
OUTDOOR DAILY TEMPERATURE RANGE MED
TOTAL BUILDING LOADS:
BLDG. LOAD AREA SEN.LAT. + SEN. = TOTAL
DESCRIPTIONS QUAN LOSS GAIN GAIN GAIN
2-A WIND. SGL PN&STM CLR GLS WD FR 5 171 0 320 320
3-A WINDOW DBL PANE CLR GLS WOOD FR 153 6,069 0 8,631 8,631
8-P GLS DOOR DBL LOW E WOOD FR 36 936 0 11980 1,980
12-J WALL R-11 + R-8 SHEATHING 1,520 5,471 0 1,792 1,792
11-C DOOR METAL POLYSTYRENE CORE 42 1,422 0 466 466
16-G CEILING R-30 INSULATION 672 1,596 0 799 799
19-A FLOOR/ENCL CRAWL HARDWD NO INS 734 8,244 0 0 0
SUBTOTALS FOR STRUCTURE: 3,162 23 ,909 0 13,988 13,988
PEOPLE 4 0 920 1,200 2,120
APPLIANCES 0 0 0 1,600 1,600
DUCTWORK 0 1,731 0 913 913
INFILTRATION W.CFM: 135.5 S.CFM: 67.7 0 10,729 1,612 1,490 3,102
VENTILATION W.CFM: 50.8 S.CFM: 50.8 0 4,023 11209 10,118 21327
SENSIBLE GAIN TOTAL 20,309
TEMP. SWING MULTIPLIER X 1.00
BUILDING LOAD TOTALS 40,392 31741 20,309 24,050
SUPPLY CFM AT 20 DEG DT: 872 CFM PER SQUARE FOOT: 0.769
SQUARE FT. OF ROOM AREA: 1,134 SQUARE FOOT PER TON: 565.821
TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 2.004 TONS
RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE *******
THERMAL DATA NEEDHAM, MA 02194
custom colonial 4/08/02 PAGE 2
BUILDING LOADS (CONTINUED) *************************
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.
RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE *******
THERMAL DATA 'NEEDHAM, MA 02194
custom colonial 4/08/02 PAGE 3
TOTAL ZONE LOADS FOR ZONE # 1 ***********************
BLDG. LOAD AREA SEN.LAT. + SEN. = TOTAL
DESCRIPTIONS QUAN LOSS GAIN GAIN GAIN
2-A WIND. SGL PN&STM CLR GLS WD FR 5 171 0 320 320
3-A WINDOW DBL PANE CLR GLS WOOD FR 153 61069 0 81631 8,631
8-P GLS DOOR DBL LOW E WOOD FR 36 936 0 11980 11980
12-J WALL R-11 + R-8 SHEATHING 11520 51471 0 11792 11792
11-C DOOR METAL POLYSTYRENE CORE 42 11422 0 466 466
16-G CEILING R-30 INSULATION 672 1,596 0 799 799
19-A FLOOR/ENCL CRAWL HARDWD NO INS 734 81244 0 0 0
SUBTOTALS FOR STRUCTURE: 31162 23,909 0 131988 13,988
PEOPLE 4 0 920 1,200 2,120
APPLIANCES 0 0 0 11600 11600
DUCTWORK 0 1,731 0 913 913
INFILTRATION W.CFM: 135.5 S.CFM: 67.7 0 10,729 1,612 1,490 3,102
VENTILATION W.CFM: 50.8 S.CFM: 50.8 0 4,023 11209 11118 21327
SENSIBLE GAIN TOTAL 20,309
TEMP. SWING MULTIPLIER X 1.00
BUILDING LOAD TOTALS 40,392 3,741 20,309 24,050
ZONE SUMMARY FOR ZONE # 1
SUPPLY CFM AT 20 DEG DT: 872 CFM PER SQUARE FOOT: 0.769
SQUARE FT. OF ROOM AREA: 1,134 SQUARE FOOT PER TON: 565.821
TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 2.004 TONS
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.
RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE *******
THERMAL DATA NEEDHAM, MA 02194
custom colonial 4/08/02 PAGE 4
ZONE # 1 AIR QUANTITIES **************************
RM ROOM AREA ------ HEATING ------ ------ COOLING ------
NO. DESCRIPTION SF) BTUH % TOT CFM BTUH % TOT CFM
1. m/bed 252 71081 19.5 92 2,897 14.7 132
FEET OF RADIATOR 12
2. kit 210 61493 17.9 84 41666 23.7 212
FEET OF RADIATOR 11
3. liv 272 16,599 45.6 216 71919 40. 3 360
FEET OF RADIATOR 29
4. bedl 200 31506 9.6 46 21767 14.1 126
FEET OF RADIATOR 6
5. bed2 200 21690 7.4 35 1,411 7.2 64
FEET OF RADIATOR 5
ZONE SUBTOTAL 1,134 36,369 100.0 472 19,660 100.0 894
VENTILATION 41023 11118
LATENT GAIN 31741
ZONE TOTALS 40,392 24,519 2.043 TONS