HomeMy WebLinkAbout0305 Lakewood DuP I'�!° 6 D-0
TO TIDE BUILDING INSPECTOR
of the APPLICATION FOR
PLAN EXAMINATION AND
TOWN OF SOUTH WINDSOft, COI+tN. BUILDING PERMIT
z
IMPORTANT — Applicant to complete all items in sections: 1, 11, 111, IV, and►X. 0
A34 50_��� ZONING
I• AT LO ATION) DISTRICTy
i:
LOCATION (No.) %STRREEE/T/) Q
OF BETWEEN ' Lj2b UJWJ T' r--A 1 a JGQ IId.AND
BUILDING �/ (CROSS STREET) (CROSS STREET)
LOT
SUBDIVISION—LI..L�;/`4UZd1 J LOT—21--BLOCK —SIZE 4.( /��j
N
II. TYPE AND COST OF BUILDING — All applicants complete Parts A — D
A. TYPE OF IMPROVEMENT D. PROPOSED USE — For"Wrecking" most recent use rn
--f
1 New building Residential Nonresidential
2 ❑ Addition(!) residential, enter number 12❑ One Family 18 ❑ Amusement, recreational
of now housing units added, if any,
in Par! D. 13) 13 wo or more Family — Enter 19 ❑ Church, other religious
number o/ units— — — — --jo. 20 ❑ Industrial
3 ❑ Alteration (See 2 above)
14 ❑ Transient hotel, motel, 21 ❑ Parking garage
4 ❑ Repair, replacement or dormitory — Enter number 22
5 ❑ Wrecking (if multifamily reside-ntial, o/ units ——————— — -� Service station, repair garage
enter number of units in building in 15 ❑ Garage 23 ❑ Hospital, institutional
Part D, 13) 16 ❑ Carport 24 ❑ Office, bank, professional
6 ❑ Moving (relocation)
t7❑ Other — Specify 25❑ Public utility
7 ❑ Foundation only
26 ❑ School, library, other educational
B. OWNERSHIP 27 ❑ Stores, mercantile
8 [ePrivate (individual, corporation, 28 ❑ Tanks, towers
nsnprofit institution, etc.) 29 ❑ Other — Specify
9 ❑ Public (Federal, State, or
local government)
C. COST (Omit cents) Nonresidential — Describe in detail proposed use of buildings, e.g., Food
processing plant, machine shop, laundry building at hospital, elementary
10. Cost of improvement,,,,,,,,,,,,,,,, school, secondary school, college, parochial school, parking garage for.
department store, rental office building, office building at industrial plant.
To be installed but not included, If use of existing building is being changed, enter proposed use.
in the above cost
o. Electrical.................... _
n QS &rai � &"! '06e
IF
b. Plumbing ......................
e.Heating, air conditioning.........
d. Other (elevator, etc.)............
11. TOTAL COST OF IMPROVEMENT E
III. SELECTED CHARACTERISTICS OF BUILDING — For new buildings and additions, complete Ports E — L;
for wrecking, complete only Part J, for all others skip to IV.
E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS
30❑Masonry (wall bearing) 40 Q Public or private company 48• Number of stories................
49. Total square feet of floor area,
31 W od frame 41 ❑ Private (septic tank, etc.) all floors, based on exterior
32❑ Structural steel dimensions ..................... C;2qqA
33❑ Reinforced concrete H. TYPE OF WATER SUPPLY
34❑ Other — Specify 42 ublic or private company 50• Total fond area, sq. ft. ...........
43❑ Private (well, cistern) K. NUMBER OF OFF-STREET
PARKING SPACES
51. Enclosed ......................
F. PRINCIPAL TYPE OF HEATING FUEL I. TYPE OF MECHANICAL
35 E�Gas Will there be central air 52. Outdoors.......................
36❑ 011 conditioning? L. RESIDENTIAL BUILDINGS ONLY
37❑ Electricity 44❑ Yes 45 No 53. Number of bedrooms..............
38 ❑ Coal
39❑ Other — Specify Will there be an elevator? 54. Number of Full..........
46❑ Yes 47 EP-140� bathrooms
Partial.......
IV. IDENTIFICATION — To be completed by all applicants
Nome Mailing address — Number, street, city, and State ZIP code Tel. No
1.
c
Owner or — p�/f07y
Lessee �7�0
2.
Contractor
3.
Architect or e—
Engineer L�6
d
The owner of this building and the undersigned agree to conform to all applicable laws of this jurisdiction.
Signoture applicant Adiress Ap/p�lication date
C; —/ ""r
cl- DO NOT WRITE BELOW THIS LINE
V. PLAN REVIEW RECORD — For office use
Plans Review Required Check Plan Review Date Plans B Date Plans By Notes
9 Fee Started y Approved
BUILDING $
PLUMBING $
MECHANICAL $
ELECTRICAL $
OTHER is
VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS
Permit or Approval I Check Date Number B Permit or Approval I Check Dote Number By
pp Obtained y pp Obto,ned
BOILER PLUMBING
CURB OR SIDEWALK CUT ROOFING
ELEVATOR SEWER
ELECTRICAL SIGN OR BILLBOARD
FURNACE STREET GRADES
GRADING USE OF PUBLIC AREAS
OIL BURNER WRECKING
OTHER OTHER
VII. VALIDATION
Building
Permit number
Building
Permit issued _ .5 19 /
Building tTi' r f
Permit Fee $ �3
rov y:
TIT r
% A
TOWN OF SOUTH WINDSOR
BUILDING PERMIT
Date Mar. 5 , 198 7
Fee Paid $. .G 3.0 .0 0 fist. Value $2 0.5,0 0 0
Permit N° 15655
on the -aide of
Heron Nest Saver
Street No.L 1' 8 - 9 -�'� �
Owner RSK Kellco Inc .
Applicant Carol- S. Kelley
CERTIFICATE OF OCCUPANCY ISSUED:
Date
No.8 0 9 7
Fee Paid $ A _0 0
CLASSIFICATION
Duplex Dwelling
BUIIDiNG PERMIT N 6 15655
OFFICE OF
THE BUILDING INSPECTOR
of the
Town of South Windsor, Conn.
South Windsor, Conn. Mar. 5 147
ig4to to to (fertt fu, That RSK—Kellco Inc.
is hereby granted permission to Duplex dwelling
at estimated value of
on the side of_Lot 8 —9 Heron Nest Ael3 �' ,1J Save on land
owned by RSK=Kellco Inc.
Said Work to be as described in Application
No. 15955 and to conform to specifications and plans filed with said Application, and Building By-
Laws of THE TOWN OF SOUTH VIMSOR.
Iss Mar. 5 107.
Building Inspector.
Streets and sidewalks, obstructed by excavations or building materials, must be guarded by barriers
during the day and by both barriers and colored lights by night.
SECTION 1343, GENERAL STATUTES OF CONNECTICUT: "When any person shall place
or keep building materials, or any obstacle in any highway (or any sidewalk) either with or without a
license therefor from the city or borough in which such highway may be situated, he shall pay said city,
town or borough all costs and damages which it shall sustain, or be compelled to reason therefor."
07
INSPECTION REPORT �� ?x
Permit # Job �r-
1 Footing _
2 Foundation
3 Framing
4 Wiring '?7 99_ 1� Finn! q
5 Plumbing
✓
6 Heating- e�
7 Lathing
8 C.O. 9f 9
/�7)
Dwelling (Dup lex)(A T:R.4fi j Lakewood 3/5/8 7
RSK-Kellco Inc .
01,8- &- 9 Heron Nest
-PL.3 4-x 'S Permit # 15655
Electrician
Heating Contr. Miller Energy Sys. # 6741
Plumbing 31 if same as above # 7314
Oil Burner #
Certificate of Occupancy 0 # 8097
Sewer Permit 17)27187
Plot plan appd. per Engr.
Permit No. '- TOWN OF SOUTH WINDSOR
SOUTH WINDSOR, CONN.
Permit N? 8097
Certificate of Occupancy
THIS--IDS TO CERTIFY that the aV
r`at No' ' in the Town of South W' dsor, Connecticut, has
been erected and completed in accordance with the Buij�rg Code and Zoning Regulations of
the Town of South Windsor, and is hereby approv�d fpr,occupancy.,,,_ 'T
Building Inspector
Ile
Owner, Builder t
1
� `" Date ' - - 19 f �
Fee Paid,� •
'b
BUILDING PERMIT CHECK LIST
Applicant &Sx-- ���� '� Building Permit No. 5 6
Address nr ,S1' Date Submitted
Lot No. Reviewed by
Project f 19--r—C-wcpe-26 Date 3-ate-9;>
In accordance with the Subdivision Regulations , prior to the building of
any structure on a lot, a Topographic Plot Plan shall be submitted for
approval. The minimum requirements shall include :
Approved Denied N/A
_ 1. Name , address & phone number of owner/
/ applicant.
G 2. Name , address & phone 3'fum ar of plan preparer.
3. Zoning information - i.e , open space,
fl oodway, etc. s'
4 . Plot plan at 1" = 40 ' scale.
a. Subdivision reference, abutting
properties , etc.
b. Easements of record.
c. Lot description, bearings, distances ,
building lines, area, etc.
r� d. Contours , existing & proposed, 1 or 2 f t.
interval where appropriate.
e. Building location with dimensions .
Elevations of proposed finish floor,
garage floor & center line of road at
driveway.
f. Elevations of gravity drainage systems ,
sanitary & foundation drain at the
house and the street.
g. Tentative utility location gas, electric ,
water, etc.
h. Title block with name and address of
preparer, date appropriate certification,
live seal and signature.
r 5 . Sedimentation and erosion control.
6 . Special Planning & Zoning, Inland/Wetlands
considerations . (Plans on file w/Town Clerk)
BUILDING DEPT.
PZC �X�S!/�(�� .
IWA/CC L�
WPCA
OTHERS
COMMENTS :
VARCO-PRUOEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 31868 1*
A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE:
_"Am": ND_ 6 9
SPAN = 700-7 RIDGE FROM BACK SLOG LN= 35•-3 1/2 J MF
- RACK SIDEVALL. HEIGHT = -14!-5--- ----- -- --- -COL s __ ________ __ __
�j FRONT SIOEWALL HEIGHT s 0'-4 5/16 BACK ROOF PITCH = 005000 : 12
BUILDING LENGTH = 1300-8 FRONT ROOF PITCH = -0.5000 : 12 - Z-87
THIS FRAME REQUIRED ON FRAME LINES : 19 -
- AN Fr- -- - - -- - -- -- -- -
.
LOADING: ADO•L DEAD a Oo00 PSF 1 TOTAL DEAD LOAD = A00•L DEAD * 2 PSF IPURLINS t SHEETINGI • FRAME WEIGHT = 3*39 PSF!
I vc : _40000 SSE -- -- -- _
WINO = MOO PSF
THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 5 LOAD CASES AS 06SCRIBEO BELOW:
■ STRESS
-1--------------------------------------------- DESCRi�T2^" ----------�.•........�.•.� DRS
n� 19 39 09 09 0 DEAD LOAD * LIVE LOAD * + + 1.00
�j 1911941 09 0 DEAD LOAD + MONA WIND BACK 1981 * gP SUCTION + • 3
---1* LOA0. ER SUCTION * _ -
192 3941. 0 0 DEAD LOAD + NBMA WINO FRONT ISSI SUCTION + •
' 19 39239419 0 DEAD LOAD + LIVE LOAD MIND FRONT 19s1• NOMA EP SUCTION •
R SUMMARY OF FOUNDATION LOADS:
-1. FOQCE=KIet MOMENT=INCH-KIRS - `-
i -
SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL. MOMENT
_-----___---_ -•--_-----___--- -- ------- IN 0111 UPLIFT 0OWM 1• COUNTERCLOCKWISE!
BACK SW COL 19 39 0t 09 0 IN. - - 5.53 0.00
19119419 09 0 0.84 - 3.14 - 0000
' 1923941. 09 0 lots lobs • 0.00
1* 39239419 O lots �• 3.49 0.00
16
' FRONT SW COL 19 39 0. 09 0 - - - So67 - 0.00
" 19/19419 09 0 2004 20O4 3.19 - 0*00
19 0- 2005 -_-0000
' 1923941i 09 0 2.04 2oD4 1*60 0*00
1* 3923941* 0 2004 2*04 3.61 Do00
41
43
ENOPOST 0 1 1* 39 09 O* 0 - - - 13072 - Oo00 AT 23o670 FROM BACK SLOG LINE
" 1911941* 09 0 3034 3*34 7963 - 0.00
45 --- ----- - - *--0 - -- - -A - 3034 - AL.AR 0.00 - -
" 1923941* 09 0 3.34 3*34 4.03 • 0.00
19 39239419 0 3.34 3.34 - 8.65 0000
46
49 ENOPOST it 2 19 39 0. 09 0 - - - 13o86 0.00 AT 46067• FROM BACK BLDG LINE
1911*419 09 0 3o57 3oS7 7.86 - 0000
'( 1* 3*LL*AL* 0 4- __._0000 - --- .-
19239419 09 0 3o57 3o57 4*04 - 0000
19 39239419 0 3*57 3.57 - 8075 00O0
a
s.l
O VARCO-PRUOEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 31868 1
A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: 10
,
No- 6 ------ --- ---- -- - - -- - - -------- ---- DATE 1-2-30- 4-
7 BAY SPACING - 12067 FTo JMr'
MAXIMUM FOUNDATION LOADS: f-- Z -g 7
1 to MAX FOUNDATION LOADS CAN BE FROM ANY LOAD CASE
-ARE-MOI FACTORED FOR ANY I GAO-CASE ----- - -----
SIDE HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT
�-- - --- ----If�l-- alit - time RI-- ----DOWU----- --1:-LOU"ERCL0CKMI SE 1
1-0" BACK SW COL 0084 lots 3014 5.53 0000
FRONT SW COL 2004 2004 3o1S 5067 0.00 LAP
- - -ElIDROSI 1t- 1----- U34 ---"04 AT 23.67• FROM BACK BLOG LINE
1'14;
ENOPOST s 2 3057 3057 7088 13.86 0000 AT 46.67• FROM BACK BLDG LINE
IS
1e SUMMARY OF BASE PLATES:
II .
u
--- ------- SIDE vi AtE iMCHOO IMT DATA >
�1Y MARK NOo WIDTH TK LENGTH NUMBER SIZE
i
BACK SP-AGB310 -11&9Q Y._3LA Y s
H7G H FRONT BP-A08310 qr 8 X 121 __ _3/4 DIA. A36
4 3/4 0IA. A36 EP
ENOPOST 0 1 8P-A08310 8000 X 3/8 Y 10-00 21 3/4 OIx• A36
� - -- ---- - - -- -FmnpntL- s 2 BP-AAA3I0-- 8�A0 Y_ 31A Y IA,AA --- - .121 - - - -3/4 DIA• A36
- ---- -- -
s'
� I
1
SELF bL2-1 Fo2 Ago%-T%0NAt,, I-oAq
u�
H
15
1
,I
Ie'
u
41
el -- -- - - - — — -- - — — -
.e
es
---------------------- ---------- --
c
VARCO-PRUOEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 31868 1
A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: 8
-------- - ----- -- -- - - -- - - ----- - DATE. - - -- --
=
SPAN : 70'-7 RIDGE FROM BACK SLOG LN= 350-3 1/2 JM F
RACK HELr2j s 140-1_ - -------------- ------- --- -- - ELEYAIIIW.OEFiONT C.O.L. a _
FRONT SIOEWALL HEIGHT s 170-4 5/16 BACK ROOF PITCH 0.5000 • 12 � � 5-7
' BUILDING LENGTH = 1309-8 FRONT ROOF PITCH - -005000 : 12
THIS FRAME REQUIRED ON FRAME LINES 29
SAY SPACING a -E-T&--- ---
LOADING: ADD•L DEAD = 0000 PSF I TOTAL DEAD LOAD s AOD'L DEAD + 2 PSF /PURLINS 9 SHEETING& • FRAME WEIGHT : 3002 PSFI
L tVE-------; *0.00 PSE - ------- --
i"I MIND : 20000 PSF
I
s
" THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 5 LOAD CASES AS DESCRIBED BELOW:
ly
Is STRESS
�
--_ -------------��------------------------------ nCcrQ jPlinw
I.;
1. 39 0. 0. 0 DEAD LOAD • LIVE LOAD • • •
1.00
19119419 0. 0 DEAD LOAD + NOMA MIND BACK 1981 + EP SUCTION • + 1033,
i nl ---1•-3"1*A1-*--0-DEAD-LOAD- . -.-L-LIVE- LOAD- MIND.BACK-L 981-&- 118MA EP SUCTION +
1923941. 0. 0 DEAD LOAD • MBNA WINO FRONT 1944 iR SUCTION • •
-
' 1• 3.23.41• 0 DEAD LOAD * LIVE LOAD s-A@"-WIND FRONT 1981• IIBNA E P SUCTION • -1.
------------- - ------ - - - -- ------ --- ---------- -- - ----- ------- - ----
�" SUMMARY OF FOUNDATION LOADS: — -- ---
` II" La_-F-�LF�1[iPc �r?siYf_r1-riP�
Z i
SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT
is--- -----IR1I------ -DOWN- L-&-COUNTERCLOCKWISE&
i BACK SW COL 1. 39 0* O. 0 - 2080 - 13043 DODO
19119419 0o 0 3040 - 6*17 - 0000
, --- �-- -3a11s41s-O - - - -T� - - 6026 0-00---
- 19239419 09 0 - 3072 LOSS 0000
' 1* 3923941. 0 - 6034 - 10088 0000
u
"i FRONT SW COL lr 39 0* O• 0 - 2060 - I?e2T 0000
19119419 0. 0 - 1074 6044 - 0000
,i -- ------lt 3.11*-41i-0--- --- - 4-36 - 9-s3 A-AA - - - -- ---- --
1.23941* 0. 0 3043 - 4017 - 0000
"I 1. 3923.419 0 0081 - - 11080 0000
"i INT COL 0 1 1. 3. 0. O. 0 - - - 4SO71 0000 AT 32067• FROM BACK SLOG LINE
" 1vtt941v 0. 0 - - 17056 - 0000
1*_le-11tAl* 0-- -- - - -- ---'- - ----�- —---zs-no nO.m --
I'°! 19239419 Or 0 - - 11099 - 0000
1t 3923941. 0 - - - 30066 0000
"i MAXIMUM FOUNDATION LOADS:
1. MAX FOUNDATION LOADS CAN BE FROM ANY LOAD CASE
2. MAX FOUNDATION LOADS ARE NOT FACTOREII FOB Aw LOAD CASE---_
SIDE HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT
IN OUT UPLIFT .DOWN 1z_COUNTEBCLOCKWI SE!
Lo k/ BACK SW COL 3040 6034 6.17 13.43 0000
i 14i06 M FRONT SW COL 3043 4036 6044 17027 0000
�'' HAT COL D 1 - _ -- - 1?.S� �S.TI _ e_nn Ar ---32O6T!-EBOW BACK BLDG LlltE---__-_ _--
VARCO-PRUOEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 31868 1r
A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: 9
RA�LE-AID- -1-- - ---- -- - — -- DAIEI- 12-30-86 ---
SAY SPACING s 25.17 FT• JNIF
SUMMARY OF BASE PLATES:
SIDE <------ BASE PLATE DATA -------> <------ ANCHOR BOLT DATA ------>
,I MARK NO. WIDTH TK LENGTH NUMBER SIZE
LOW BACK BP-A0S308 8.00 X 3/8 X 8.00 121 3/4 OIA. A36
kiwH FRONT BP-AO6308 6*00 X 3/8 X 8.00 421 3/4 OIA. A36
-- ----- ---4*T*Al k- - ---T-00--X----J►18 JL- e•OA---- ---47.6----3/4-QLA. A36
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^ VARCC-PRUOEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 31868 10
J A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: 16 D LR -lam
FRAME Nn a _-2-- - - DATE: 12-30=86 - -
1 'I SPAN = 700-7 RIDGE FROM BACK SLOG LN= 359-3 1/2 JMF
BACK--UDr-WA'.1. 4lU"T -= 14.1=5 - - -- ELEVATION OF F-JtOkl-COL s _
el FRONT SIDEWALL HEIGHT = 170-4 5/16 BACK ROOF PITCH = 0.5000 : 12
e
BUILCING LENGTH z 1300-6 FRONT ROOF PITCH = -0.5000 : 12
THIS FRAME REQUIRED ON FRAME LINES 39 49
*AV-SPAC 1-NG-_--27-50 FL-
LOADING: ADO•L DEAD = 0.00 PSF 1 TOTAL DEAD LOAD = ADO•L DEAD • 2 PSF (PURLINS t SHEETIN0 • FRAME WEIGHT = 2.88 PSFI
- - - -- - 11 IV"*-- - = 40.00 RSF.
MIND = 20.00 PSF
THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 5 LOAD CASES AS DESCRIBED BELOW:
STRESS
_-�YAii_1►YVi?_ -.-_-__��____ll:---=--------------'�------------------ nctrQ �.ip�F- ffal effAvlffRf fffff-fffeflffs>sf -l)kFAC OR
r' 1t 39 O. O. 0 DEAD LOAD • LIVE LOAD • • •
I 0
19119419 0. 0 DEAD LOAD • MBMA MIND SACK 1981 + RP SUCTION • •
i 14 3#41.414--0 OEAO LOAD !-LIV:-LOAC--------- -BACK 1-991 *--A&MA EP SUCTION
� i 1923941. 0. 0 DEAD LOAD • MBMA MIND FRONT 1981&_ 40 SUCTION • •
` 1• 3923 419 0 DEAD LOAD + LIVE LOAD &--JINMA *IND FRONT 1981• MBMA E P SUCTION • -�E
SUMMARY OF FOUNDATION LOADS:
1. __FnmCE+1c.IP.S___ eOME-14 vIMCH-KIPS --- ---
SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT
.-Lu- __ m,1I._._-.__-- _ UPLIEI_ _nOWN___-_ It COUNTERCLOCKWISE
I' BACK SW COL 1t 39 O. 0. 0 - 3.44 - 16.51 0.00
19119419 0. 0 3.91 - 7.23 - 0.00
I - -to 3a11.41• O - 0 ,62----- - - - - -- -----_- - - J1.12------ 0000
1923941. O. 0 - 4.09 2.6S 0.00
1. 3923+41. 0 - 7.31 - 12.70 0000
FRONT SW COL 1• 39 0o 09 0 - 3.44 - 16.55 0.00
19119419 09 0 - 1.70 6.05 - 0.00
.j - - -- --1 s 3s11•!l� O --- - ----4..92- - - - ------ - 9.29_ 0000
19239419 0. 0 3.71 q. 4051 0.00
1. 3923941. 0 0.49 10.83 0.0041 '
INT COL 0 1 1t 39 09 0. 0 - - - 50.17 0.00 AT 35.17• FROM BACK SLOG LINE
41 1911941. Or 0 - - 19.94 - 0.00
--- Av. 3#11.44• 0 - - _ -- --- _------ - ---- - ----- 2Z.ai-- - -J1.00
1923941. 0. 0 - - 12.48 0.00
to 3923.419 O -- - --- -- - -- - - -- --347.47 --------0.00
MAXIMUM FOUNDATION LOADS:
1. MAX FOUNDATION LOADS CAN BE FROM ANY LOAD CASE
a 2. MAX FOUNDATION LOADS ARE MOT FACTORED FOR ANV--L0Aa-LASE-- - - - - - --- -------
SIDE HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT
I" IN OUT_ UPL IFT- GOWN - -/+--CuumTEftCLOCAMIS6 9
L BACK SW COL 3.91 7.31 7.23 16.51 0.00
FRONT SW COL 3.71 4.92 6005 16.55 0.00
INT COL 0 1 - - _ - --- --40.94--- - 90.1:- -",*178 FROM BACK SLOG L4#6 --
VARCO-PRUDEN DESIGN LOAOS AND FRAME FOUNDATION LOADS JOB: 31868 1s
J A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: 17 -
DATE: 12-30-ab P
BAY SPACING = 27*90 FT. JM F
I ' SUMMARY OF BASE PLATES:
SIDE <------ BASE PLATE DATA -------> <------ ANCHOR BOLT DATA ------>
NARK N0. WIDTH TK LENGTH NUMBER SIZE
'f Loti/ BACK BP-AO8308 8900 X 3/8 X 8.00 421 3/4 OIA. A36
i-I IG H FRONT 8P-AO8308 8.00 X 3/8 X 8.00 t 21 3/4 O I A. A36
INTERIOR MAIN 0 1 BP-JOBSfld 8000 X 5/11 1 8.Q0 121 3/4 OlA. A36
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VARCO-PRUOEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 31868 1
�J A UNIT OF AMCA INTERNATIONAL CORPORATION PAGES 26
- -FRA"-ACl•--a- - - DATE: 12-30-86
'
� SPAN 700-7 RIDGE FROM BACK 810G LN= 350-3 1/2 JMF
-SACK SIDEMAL.L.-HEIGW s 14!=5 ELEVATION OF FRONT COL = , _Z
FRONT SIDEWALL HEIGHT = 17•-4 5/16 BACK ROOF PITCH = 0.5000 : 12
I ! BUILDING LENGTH = 1306-8 FRONT ROOF PITCH = -0.5000 s 12
THIS FRAME REQUIRED ON FRAME LINES 59
,I
,� -HAY-SRJGLIIG��5..1Z--E?•- --- -- -- -- --- - -- --- - - - -
LOADING: ADD•L DEAD s 0.00 PSF 1 TOTAL DEAD LOAD = ADD'L DEAD • 2 PSF (PURLINS 6 SHEETING) • FRAME WEIGHT = 2.95 PSFI
!' - - ---- ----LIYE a --*0.00 PSF
MIND s 20oOO PSF
" THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 5 LOAD CASES AS DESCRIBED BELOW:
STRESS
LOAn CnnFc - C--------------------------------------------- OESLBIPIIOeI --- -------------------------------t=-------->FACTORS
19 39 0. Do 0 DEAD LOAD ♦ LIVE LOAD ♦ • • 1.00
1.11941. 0. 0 DEAD LOAD + MBMA WINO BACK 1981 • ROM EP SUCTION + + 1.33
I& -jai 0&j n OFA LOAO t L LVE LOAD WLKID BACK 1991 t -NBNA EP SUCTION + --4&lw
M1 i''I 1.23.41• 09 0 DEAD LOAD + MBMA WIND FRONT 19811-- FP SUCTION + • -fts
19 3923.419 0 DEAD LOAD + LIVE LOAD IUNO FRONT 1981: MBMA EP SUCTION
SUMMARY OF FOUNDATION LOADS:
_FflHCE=KIPS - . M0141ENT:--Il1LH-KIPS- - - -- -- --- - -- - --- -- -
SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT
- _ -_-- _ ------.�----------pu-T -- uPuiFT---- nQMN _h COtUNTEBCLOCKMISEI
BACK SW COL 1. 39 0. 09 0 - 2.66 - 14.82 0.00
19119419 09 0 3.44 - 6.49 - 0000
fl.94 - - 7-26 n-nn ------ - -
" 19239419 0. 0 - 3.95 2.2* - 0000
" 1t 3.23941. 0 - 6.44 - 11.51 0.00
FRONT SM COL 1. 39 O. 0. 0 - 2.66 - 14*04 0.00
19119419 0o 0 - 1.70 S.47 - 0.00
- -----A.19 -- - 8.2Z ---0000
1923.419 O. 0 3.19 - 3.98 - 0.00
1. 3923941. 0 0.69 - 9.75 0000
"i INT COL 0 1 1. 3. 0909 O - - 46.63 0.00 AT 35.17 FROM BACK BLDG LINE
19119419 09 0 - - 18.34 - 0.00
1•-3a11a41• 0 -_ - - - _ - -- -- :-- -- - -254, -- --- 0.00
1.23.41• 0• 0 - - Ilo63 - 0000
1. 3.23.41. 0 - - - 31.94 0000
MAXIMUM FOUNDATION LOADS:
1• MAX FOUNDATION LOADS CAN BE FROM ANY LOAD CASE
2. MAX FOUNDATION LOADS ARE NOT FACTORED FOR ANY LAAD CAS4E-- --- -- - - ---- - - ---- - ---
SIDE HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT
IN OUT UPLIFT DiIWN- 1+--COIJKTFRCLOCKMISEI
BACK SW COL 3.44 6.44 6.49 14.82 0.00
FRONT SW COL 3.19 4.19 5047 14.84 0000
�' Lux COL -A 1 - -- ----18.3f►- norm AI-15.17! FROM BACK W.OG--LIl1&------ ---
O VARCC-PRUOEN DESIGN LOADS AND FRAME FOUNDATION LOADS J082 31868 1t
A UNIT Of AMCA INTERNATIONAL CORPORATION PAGEs 27
FJtANS N0. 3- --_-- DATE --12--3 86
BAY SPACING • 2S.iT fT.
JMF
t SUMMARY OF BASE PLATES:
SIDE <------ BASE PLATE DATA -------> <------ ANCHOR BOLT DATA ------>
MARK NO. WIDTH TK LENGTH NUMBER SIZE
BACK SP-AO8308 8.00 X 3/0 X 8.00 121 3/4 DIA. A36 .
141C-6+ FRONT BP-AO8308 8.00 X 3/8 X 8.00 421 3/4 CIA. A36
TNJERTnQ CnL10461 D 1 BP-JnmnA A_nn Y *ln x B.On 121 •
3/ CIA. A36- ---- --- -- -- - -- ----- -
M
411
o
le
)9I
w
a
u)
- -------- - ------ ------ ---------------
I
I
1 ,
I _.
u
O VARCO-PRUOEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 31868 1
A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: 20 L
— - --- ---- ----- --- - - ---- - ------- DATE= -12=30:84--- -
' SPAN 70'-7 RIDGE FROM BACK BLDG LN= 359-3 1/2 JMF
RACS SIG •I i�1HE I"T : _1*.6--5 _ --- --__-_-- --- _ _ __-- ELEMAI-I.Ok-OE FRONT COL a
FRONT SIDEWALL HEIGHT = 170-4 5/16 BACK ROOF PITCH = 005000 : 12
' BUILOING LENGTH = 1300-8 FRONT ROOF PITCH = -005000 : 12
THIS FRAME REQUIRED ON FRAME LINES : 69
SAY SpA.rLMG-=_-12 6Z FT ------- --------- —
° LOADING: AOOOL DEAD = 0a00 PSF I TOTAL DEAD LOAD = AOOOL DEAD • 2 PSF IPURLINS i SHEETINGI • FRAME WEIGHT = 3039 PSF1
4iwE —--;-40-00-PSR•--- ------
---- ---
; MIND = 20oOO 'SF
nl
THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 5 LOAD CASES AS DESCRIBED BELOW:
L0A0-CODES C( STRESS
M -. ------------------------ -------------------- OGiERIPTiON --=)FACTORS
19 39 09 09 0 DEAD LOAD • LIVE LOAD t • • 1000
1911*419 09 0 DEAD LOAD • MBMA MIND BACK 1981 = r SUCTION • • ! B
r--1+-3*1 -LOA L -fr.F SUC T I ON * -
1 239419 09 0 DEAD LOAD * MONA MIND FRONT 1 SUCTION • •
.. 19 39239419 0 DEAD LOAD * LIVE LOAD --•-31 !%D FRONT 1981+ MONA EP SUCTION • A..-R%A
' SUMMARY OF FOUNDATION LOAOSs
i- FeQrFmKIOc MOdEYT=irrw.rio� —
SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT
-- ------ - [w Uo1.IFT DOWN_ f• -COUNIERCLOCKMISED _
8 ABACK SW COL I9 39 09 09 0 - S•S3 0000
' 19119419 09 0 07.84 - 3.14 - 0.00
" 1-3al:.ai. -O_ - a - 1=95 a --
19239419 09 0 - late lo61 - 0.00 -
' 19 39239419 0 - loll - 3.49 0.00
FRONT SW COL 19 39 O• 09 0 - - So67 0000 -- - -- ----- - -- -
19119419 09 0 2:04 2.04 3.15 0000
1a U1LA19 D - _ 2-e4 2-e4 - es a ee
19239419 Os 0 2.04 2a04 1.60 - 0000 -- — - ------ -
19 39239419 0 2604 2.04 - 3o61 0000
ENDPOST 0 1 19 3. 09 O-V 0 - - - 13972 0.00 AT 23o67# FROM BACK BLDG LINE
" 19119419 09 0 3.34 3a34 7.83 - 0.00
a --- I* 3.i l. l a-Q— --- 3-;& 3o 36 - 085 0.00 - - - - - ----- - - -- - --
" 1923#419 09 0 3a34 3o34 4003 0.00
" 19 39239419 0 3a34 3o34 - 8.65 0000
ENDPOST 0 2 19 39 09 09 0 - - - 13086 Oo00 AT 46e67* FROM BACK BLDG LINE
'° 19119419 Do 0 3o57 3e57 lose - 0a00
- 19 3911oft• 0 ----- 3.57 --- 7 -z-- 4091 0004 - ---- -----
" 19239419 O. 0 3o57 3o57 4a04 0000
19 39239419 0 3o57 3o57 - 8:75 0.00
,I
VARCO-PRUOEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 31868 1
A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: 21
T'RJJIE-bin- :1 --- --
BAY SPACING a 12.67 FT. JMF
--------- -- - -------- ------------------------- --------------- _
MAXIMUM FOUNDATION LOADS:
1. MAX FOUNDATION �L/O�AD�S CRAM BBE� F40M ANY
�LOAD CASE �/� `-cc
---2•-- DADS Aim-�Fx-FAC IGRE-0 EG�4-�W X --LQA -CAST- -------- — - ------
SIDE HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT
'I - -- -- ------ - - - - - - -- Emir ------ —-----DOWN - KMI SF f -
BACK SW COL 0.84 1018 3.14 5953 0.00
rare N FRONT SW COL 2o04 2o04 3o1S 5.67 0.00 E�
I' -- -----�YOPIIS I -�--1- —- - -- -�.34---------3.34► -- --1+�3----- ---13.72-- — -----DoOO A 23.67' FROM BACK BLDG LINE
ENDPOST 0 2 3057 3057 Toes 13086 0.00 AT 46.67' FROM BACK BLDG LINE
SUMMARY OF BASE PLATES: - - -- ------ ----- --- ----------- - - --------------
I
wl -- BASF PJ_ArE DAT♦ -------� -- ------_SIC OR BOLT DATA ------> -
MARK N0o WIDTH TK LENGTH NUMBER SIZE
BAC1L BP-snAls o ----A,&00_IL_ 3/8X13 12 -_-3/4 O I A. A36
FRONT OP-AO8310 - 4 3/1► DIAo A36 ��
f ENDPOST 0 1 OP-AO8310 6o00 X 3/6 X 10.E 121 3/4 OIA. A36
1 ---- - -- ---_ _ EHOPOST- D 2 -8P-AOB'4'O --- B oOO Y-_311-8_If J O 00 - I U -- ---3/6 OI A. A36 --------
s �
f02 AO'DTT 1 0 N AL Lo A-0 S
e �
43
1.
1
l/l
,I 9
I
11
Ifl
i
I �
Permit NO. 9749
ELECTRICAL APPLICATION
Application No. 11255
on the side of
8 & 9 Heran Newt Street
Street No. 4tfl—) #6
Owner RSK Construction
Electrician Michael FinnPvgn
FILED IN OFFICE OF
The Building Inspector
June 25 19.$Z.
INBPWrION.
cw No Electrical Work shall be started until a Per-
mit is granted by the Building Inspector.
In New Buildings no wiring shall be started
until the plumbing and heating pipes. and the fire
stops (it of wood) are Installed, without a special
permit from the ofsce of the Building Inspector.
I
Electrical Permit No. ......... .......-7.
Master License No. ./ ---------
TOWN OF SOUTH WINDSOR Building Permit No. ........J..
BUILDING DEPARTMENT """"""""
Filed ...&/. .. ..........................
APPLICATION FOR ELECTRICAL WORK Date Final Approval .................................................
Electrical Inspector
,:y&,5T -V4
JOB LOCATION: R7�1 WN'ER: ....................
..... ... . ... ............................... ............................. JOB 0 ...........................
... . ..... Side of ....... .................. ..... ........... BqAyeen ............ ... ............................................................. and ..................................
` -- *.......*.. . .....................
Name of Building Owner ...... ..................................... ......K C ................. Address ......... .....
If work is for Lessee—Give name .... ....... . ..... ............................... .................. ........ Address .........................................................................................
Building now occupied as (unleq§—new) ......... ........ ..................... ........... No. of family units now ...
-Building to be occupied as ............ E.51.— .............. ................................ .......... ....... Number of family units to be ........C;;.......
Is this work included in a Building.Permit? ..y P5. ...... Permit Fee ................. ............................................................................................
(If no Building Permit l
Business Address I.W.....CA.4 Telephoner.9-t!!�;L.A05—A
Ir ..........
-11��
LAY:,
I
COST OF ...... ................ . ................................
Permittee . . ............ . ..... .. ..INSTALLATION
. . ... .......
TO BE FILLED OUT BY PERMI7TEE
TO BE WIRED EXISTING APPLIANCES
Number of light outlets to be installed . . ..........................
Number of convenience outlets to be installed.................. .. Number of present Appliance Circuits ..................................................
Number of switches to be installed . . . ........................... Do these include Range Cj Water Heater
❑
Number of appliances to be installed . . . ............................
(as listed below) Dryer C:] Air Conditioner C] Oil Burner ❑
TYPE RATING NO.
. . . . . . . . Dish Washer [3 Gas Burner
❑
Range
Range Top . . . . . . Well Pump Elec. Heaters
❑
Oven . . . . . . . . REMARKS:
Water Heater . . . . I
Clothes Washer . . . .
Clothes Dryer . . . . . AS PO
�--
Dish Washer . . . . . .
Air Conditioning Motor . . �j
Oil Burner Motor . . . .
Gas Burner . . . . . . 00
Circulator Motor . . . .
Attic or Large Fan . . .
Well Pump . . . . . .
Electric Heat . . . . .
Other . . . . . . . .
Number of new Lighting Circuits .........
Number of new Appliance Circuits .........
Number of Heating Circuits ............
Number of Motor Circuits . . . . . . .
Size of present service .................................
Size of service to be ..................................
r
�= PLUMBING APPLICATION
Applicatim
an the_ �. L---
_..... t s
strut ram. s
Owner ..
Fled in Office of
The BuMm bwmw
4ZZ 19Z7
No person add 0 se alder ay
portion of the dmimp poem of my bwl&g
(ezoept to repair 1e 6) oog a Bessit b yma d
by the BuMitog Impamr.
APPLICATION FOR PLUMBING PERMIT (Continu d fr m R v rs Sid )
TOWN OF SOUTH WINDSOR, CONN.
11. LOCATION OF JOB Z O T 1�4-(_ e t 410- 4� 2V6-Z2 1-7 -AazeP NZ76 T
NO. STREET FLOOR APT.NO.
GENERAL PLUMBING
if
12. KIND OF INSTALLATION 13. SIZE OF MAIN DRAIN 4
14. NO. OF TOILETS _STYLED 15. NO. OF URINALS� STYLE
16. NO.OF BATHTUBS al 17.NO.OF LAVATORIES _18. NO.OF SINKS _19. NO. OF WASHTUBS
20. NO.OF CONDUCTORS�.SIZE 21. NO. OF STACKS�_SIZE 3!
22. AREA OF ROOF 23.NO. OF CATCH BASINS 24. NO. OF FLOOR DRAINS'-�
25. NO. OF OTHER FIXTURES .2 KIND_!:92_
26. ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WIN OW? 27. SIZE OF WINDOW t �3
28. IF NO WINDOW,WHAT KIND OF VENTILATION IS THERE?
29. SIZE OF DUCTS —30. ARE SEWAGE AND WATER FACILITIES AVAILABLE?
X- ZS-67
SIGNATURE ADDRESS ID 7 &Jm _� a&gmz
LICENSE NO. ESTIMATED COST S ` 10 •Oa TELEPHONE 2-0-94�rl
OWNER. ADDRESS ��r!
WATER HEATER
31. TYPE 32. MANUFACTURER
TANK SAFETY DEVICES
33. CAPACITY 40 37. TEMPERATURE RELIEF VALVE [/
34. TEST PRESSURE 38. MANUFACTURER a.2A�
35. WORKING PRESSURE 39. PRESSURE RELIEF VALVE
36. TYPE Z40. MANUFACTURER
ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORIZED BY THE OWNER OF THIS PROPERTY
AND WILL BE DONE IN STRICT ACCORDANCE WITH THE BUILDING CODE.
CD962 DATE SIGNATURE OF APPLICANT
PERMIT #
Application For e �
DEPARTMENT DECISION Cd W Heating Permit 1
3E APPLICATION IS HEREBY: DEPARTMENT OF LICENSES AND INSPECTIONS
o �
❑ APPROVED ❑ DISAPPROVED
TOWN OF SOUTH WINDSOR
.� Cd
1~
O Cd
00 O DATE CHIEF INSPECTOR APPLICATIONS MUST BE PRINTED OR TYPED. BEGIN WITH NUMBER ONE BELOW
O
•a. >1
c 1. LOCATION OF JOB
� 4j _
Cd C NO. STREET
Cd Cd "
w
LOT NO. FLOOR APT. NO.
O 0
Jai
O C
2. OWNER
O
b00 0 !. ADDRESS
3
; 4.FHONE W 2
S. APPUCAN
vi a~d
0 an
a. ADDRESS l
a�
14 a°�i 7.PHONE`=�
S. LICENSE NO.
a �
C B. EXPIRATION DATE OF LICENSE
e,
v' G
C 10. ESTIMATED COST
11. IS THIS A CONTRACT COST? CIKYES ❑ NO
00
12. FEE ENCLOSED = �-
v 13. TYYESIDENTIAL
BUILDING:
in W ❑ COMMERCIAL
O .0
Cd 3 14. TYPE OF JOB: ❑ INDUSTRIAL
~ t INSTALLATION ❑ A DITIONON
REPAIR
APPLICATION FOR HEATING PERMIT (Continued it m Reverse Side)
11. LOCATION OF JOB L 0_r' 4—E-4 2
NO. / STREET FL OR AFT.NO.
12. TYPE OF INSTALLATION: ❑ OIL BURNER ❑ ELECTRIC Cl VENTILATION ❑ SPRINKLER
91 GAS BURNER ❑ STACK ❑ INCINERATOR ❑ MISCELLANEOUS
IDENTIFY
SIZE LOCATION SIZE SIZE
13. OF TANK OF TANK OF FILL OF VENT
14. B.T.U. EQUIP. AT REGISTER (,�l FURNAC MAKE AND NO. AT BONNET FIRING RATE
BOILER OR FURNACE MAKE AND(1V0��`''f H B.T.U. OR SQ. FT. ET 5.tk B.T.U. OR SQ. FT. GROSS FIRING RATE
FLOORS TO BE H)TED NEW OR OLD BUILDING INSULATED — YES OR NO Ufge2
TYPE OF WALL INSULATION _ROOF OR CEILIN INSULATION AdKeo
AVG. SYSTEM W ER TEMP. 1 dU .T.U./SQ. FT./HR. EMISSION
INDOOR-OUTDOOR TEMPERATURE DIFFERENCE Ago °FAHRENHEIT
MAKE OF RADIATIO . BASE OARD. COPPER CONVECTORS. OR =RADIATION. OUTPUT PER SECTION OR LINEAL OF RADIATION. SQ.
FT. OR B.T.U.
DESCRIPTION OF WORK Z
15. TO BE DONE:
or
16. HEAT LOSS SCHEDULE. (TO BE INCLUDED FOR ALL JOBS):
RO M slzE WINDOWS AREA - SQUARE FEET e.T.U. e.T.U. 9 0 DISTRIBUTION INSTALLED
AND DOORRtS VOLUME TOTAL TOTAL q
R OM L W N ANo-MD W GROSS GLASS NET WALL CEILING FLOOR CU.FT. AT 70•F CORRECTED t j ¢ RAD REGISTER
q TO
TEMP. TO F TYPE AND SIZE OR LEADER
SIZE ` �'c (INFILT.) OIFF. •F F m N SO' FT'
WALL FREE AREA
TOTALS
A. HEAT LOSS FROM BUILDING - J&6rJD 3 V30LV B.T.U./HR.
B. DOMESTIC HOT WATER DEMAND B.T.U./HR.
C. PIPING. OTHER THAN NORMAL 7 GD B.T.U./HR.
ALLOWANCE FOR HEAT VALVE OF FUEL (A B C) FACTOR .� S'-7 r� �- 7 o c
17. ELECTRICAL WORK BY -
NAME ADDRESS
SUBCONTRACTORS AND
1e. THEIR TRADES
ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORIZED BY THE (OWNER) OR (AGENT) OF THIS PROPERTY AND WILL
BE DONE IN STRICT ACCORDANCE WITH THE BUILDING CODE.
APPLICATION TO BE COMPLETELY FILLED IN. illl&zzz.
DATE SIGNATURE OF APPLICANT
, r
= B= R CAL-CULATI-O^'N SHEET 1503 (Modern Method) Copyright 1977 by The Hydronics Institute
OWNER / /p xC.TU 1ZS (� �
ADDRESS DESIGN TEMPERATURE DIFFERENCE 9 v F. DATE
COL.A COL.B COL.C COL.D COL.E COL.F COL.G
1 'ROOM Lg 1=-r /D 6- Cc Pov oIZ Lik yaTmaY - S . 13
O H L I W H L W H L Wf`� Hc' /L W H L W
Design Water Temp. /�U
2 ROOM DIMENSIONS, FT. ~ 7 ,� 5" /6 Y a /�p �-� �.� BTUH per F of of �1
3 LENGTH EXPOSED WALLS, FT. Q `7 - .2 6 Radiation Selected S�V
4 WINDOW AND OUTSIDE DOOR AREA LL
BTUH BTUH BTUH BTUH BTUH
5 WALL CONSTRUCTION �/
(Table 9, Line 3 x H) tog "1 D O O f7 Q O D ROOM LI OF
TOTALS RADD FT.IATION
6 TYPE OF GLASS FROM LINE 12 SELECTED
(Bottom of table used for Line 5) ><1 O ( 00 , ko o x V O a;.0 Q
7 CEILING CONSTRUCTION V C C�D /1
(Table 9, L x W) .Q� 1160 L�
B FLOOR CONSTRUCTIONt D ' / O d A
(Table 9, L x W or Lid. Ft.) E S'70 46
9 COLD PARTITION CONSTRUCTION F-931106 `7
(Table 9, L x H) �j
�}
10 c 1 Wall(With Openings) C of L v'S D
=o L
4. 2 Walls(With Openings) m X O Q Q 0 H O D
e
3 Walls(With Openings) or Ent. Hall HJ 1 /
11 TOTAL BTUH AT 70F TEMP. DIFFERENCE' X,
d 0 Q� ; Q Q J
12 TOTAL BTUH AT DESIGN TEMP. DIFFERENCE Q Q Q l—44 Q O a go
L
COL.A COL.B COL.H COL. I COL.J COL.K COL.L TOTAL BTUH TOTAL
1 ROOM - A-"r 14 120 m� OF BUILDING ADIAAT SELTION
O H L W H L W H L W H L W H L W DESIGN TEMP.-DIFFERENCE
F.
2 ROOM DIMENSIONS,FT. V �, 1
3 LENGTH EXPOSED WALLS, FT. Q
4 WINDOW AND OUTSIDE DOOR AREA U.
BTUH BTUH BTUH BTUH BTUH
5 WALL CONSTRUCTION *INCREASE BATHROOM
(Table 9, Line 3 x H) o o I O TOTAL 20%
6 TYPE OF GLASS
(Bottom of table used for Line 5)
7 CEILING CONSTRUCTION
tFOR CONCRETE FLOOR ON
(Table 9, L x W) : oO �DO GROUND OR FILL AT
GRADE LEVEL,USE LINEAR
B FLOOR CONSTRUCTIONt FEET OF EXPOSED EDGE
(Table 9, L x W or Lin. Ft.)
9 COLD PARTITION CONSTRUCTION
(Table 9, L x H)
10 c 1 Wall(With Openings) C a O
=o
c~ 2 Walls(With Openings) e X Q
4
3 Walls(With Openings)or Ent.Hall ~J
11 TOTAL BTUH AT 70F TEMP. DIFFERENCE' 6 3 , Q
12 TOTAL BTUH AT DESIGN TEMP. DIFFERENCE ' Q Q
This form is available from The Hydronics Institute,35 Russo Place,Berkeley Heights,N.J.07922
FORM 1503
= B= R CALCULATION SHEET 1503 (Modern Method) Copyright 1977 by The Hydronics Institute
OWNER rU ig S ADDRESS R�/�
DESIGN TEMPERATURE DIFFERENCEQJ:LF. DATE S'
COL.A COL.B COL.C COL.D COL.E A, COL.F COL.G
1 'ROOM T S '� P— L b. G IV Liu rn r
O H L W cH, L W H L W�1 H L W H L W Design Water Temp. _
2 ROOM DIMENSIONS, FT. ~ T 'J, p`. 10BTUH per Foot of
U
3 LENGTH EXPOSED WALLS, FT. Q g'� 3t0 Radiati n Selected
4 WINDOW AND OUTSIDE DOOR AREA U. +- ..•
5 WALL CONSTRUCTION
BTUH BTUH BTUH BTUH BTUH
(Table 9, Line 3 x H) 061 4-oo / 0Q 9 On TOTALS RADIATION
6 TYPE OF GLASS FROM LINE 12 SELECTED
(Bottom of table used for Line 5) ><, l [ Q O � Q b /Q �O C) ��O
7 CEILING CONSTRUCTION wall ` (O C Li A Q el Cy
(Table 9, L x W)
g FLOOR CONSTRUCTIONt d Q D J/ 0
(Table 9, L x W or Lin. Ft.) E 1240 40
9 COLD PARTITION CONSTRUCTION F i73 e O
(Table 9, L x H)
^ G / 3
10 c 1 Wall(With Openings) C �0!L• '20 O O OO /f?0
=o 02 2 Walls(With Openings) X D O H 9 O d
` I ±; g4" 3 Walls(With Openings) or Ent. Hall �
11 TOTAL BTUH AT 70F TEMP. DIFFERENCE' 3 OO O O O �1 6 J
12 TOTAL BTUH AT DESIGN TEMP. DIFFERENCE QQ Q .O K
"20,0
L
3
COL.A COL.B COL.H COL. 1 COL.J COL.K COL.L d2frgveD0TOTAL BTUH TOTAL
1 ROOM P OF BUILDING RADIATION
AT SELECTED
O H L W H L W H L W H L W H L W DESIGN TEMP.°
2 ROOM DIMENSIONS, FT. "' ' DIFFERENCE
U
3 LENGTH EXPOSED WALLS, FT. Q +1
4 WINDOW AND OUTSIDE DOOR AREA LL .� Q
5 WALL CONSTRUCTION BTUH BTUH BTUH BTUH BTUH
*INCREASE BATHROOM
(Table 9, Line 3 x H) L/O d TOTAL 20%
6 TYPE OF GLASS
(Bottom of table used for Line 5) O
7 CEILING CONSTRUCTION tFOR CONCRETE FLOOR ON
(Table 9, L x W) � DO � GRADE LEVEL,USE LINEAR
GROUND
OR !
8 FLOOR CONSTRUCTIONt FEET E EXPOSED EDGE
(Table 9, L x W or Lin. Ft.)
9 COLD PARTITION CONSTRUCTION
(Table 9, L x H)
10 c 1 Wall(With Openings) C yQD ! 700
a 2 Walls(With Openings) X
3 Walls(With Openings)or Ent.Hall
11 TOTAL BTUH AT 70F TEMP. DIFFERENCE' IV D Q O O
12 TOTAL BTUH AT DESIGN TEMP. DIFFERENCE 9 040 Q
This form is available fr m The Hydronics Institute, 35 Russo Place,Berkeley Heights,N.J. 07922 FORM 1503