HomeMy WebLinkAbout103 Benedict Drive (8) i
FOR OFFICE USE ONLY APPLICATION FOR HVAC PERMIT DATE: 96
(NO. ) Q TOWN OF SOUTH WINDSOR EST.COST: Z157
BLDC. PERMIT N0. 69 1540 SULLIVAN AVENUE FEE
SOUTH WINDSOR, CT 06074 FEES:
644-2511 - Ext. 230 $ 0 - $19000 - $10.00
n � $1000 or fraction
LOCATION OF BUILDING \0 73 t��Yl��1 C� ��'� thereof - $10.00
OWNER ADIDRESS TOWN PHONE NO.
�eti� ���.�b►� ���� �� i,LC Q�. G 46 JP. C4. aq-5' 6 -c Zzy
HVAC CONTRACTOR U ADDRESS 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- WARM AIR
UNIT RADIANT HEATER (INCLUDING WOOD/COAL BURNING STOVE)
TYPE OF FUEL: OIL-GPM I. GAS IN-PUT ELECTRIC KW
WOOD COAL
OIL TANK - SIZE & LOCATION: INSIDE 2 7 S`, OUTSIDE CAPACITY
LPG TANK - CAPACITY
EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION 117.
DESIGN TEMP. OUTS DE1_°F INSIDE 7 0� °F DIFFERENCE A_°F
TOTAL HEAT LOSS )
BTUH (HEAT LOSS SHEET MUST ACCOMPANY APPLICATION)
(BTUH)
DESCRIBE ALL HEATING EQUIPMENT (INCLUDING MAKE & MODEL NO.): D3_j
'S Ser►ts S w q
GROSS HEATING CAPACITY (INPUT-BTUH) NET RATING (OUTPUT-BTUH) 111 19
IF 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)
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. Buildingt Codes in the performance of such work.
FURTHER DESCRIPTION OF WORK: CA,D� Z) "Zp \/A`�� � �r Z�►� -C�-'
S3 00 sZ,A 6
STATE LICENSE - NAME & TYPE # DA E SIGNATURE OF APPLICANT
("0 9 �6
A D bATt
I - 8 - A CALCULATION SHEET 1503 (Modern Method) Copyright 1971 by The Hydr nks Institute
OWNER ADDRESS DESIGN TEMPERATURE DIFFERENCE F. DATE
COL. A COL.B COL.C COL.D COL.E COL.F COL.G
1 ROOM
E Design Water Tam
p H L W H L W H L W H L W H L W g D•
2 ROOM DIMENSIONS, FT.
-- U OTUH per Fool o/
3 LENGTH EXPOSED WALLS,FT. t Radiation Selected
4 WINDOW AND OUTSIDE DOOR AREA LL
@TUN BTUH BTUH BTUH OTUH
9 WALL CONSTRUCTION
(Table 9. Line 3 x HI ROOM LIN. FT.OF
_ TOTALS RADIATION
6 TYPE OF GLASS FROM LINE 12 SELECTED
48 ttom of table used I r Line S)
7 CEILING CONSTRUCTION C
(Table 9, L x WI
e FLOOR CONSTRUCTIONt _ O—
(Table 9. L x W r Lin. Ft) E
9 COLD PARTITION CONSTRUCTION Ir
IT able 9, L x H)
- G
10 G 1 Wall(With Openings) O; H
c 2 Wolfs(With Openings) D X
3 Wells IWlth Openings)or Ent.Hall J
J
11 TOTAL flTUFI AT 7OF TEMP DIFFERENCE'
12 TOTAL BTUH AT DESIGN TEMP DIFFERENCE K
— L
--_ COL.A — ---- COL.O COL.H — COL.1 COL.J COL. K COL.L TOTAL BTUH TOTAL
1 ROOM OF BUILDING RADIATION Q
a -- - — AT SELECTED
p H L W H L W H L W H L W H L W DESIGN TEMP.' �I
2 ROOM DIMENSIONS. FT f' DIFFERENCE J
U --
3 LENGTH EXPOSED WALLS. FT
4 WINDOW AND OUTSIDE DOOR AREA U.
BTUH BTUH BTUH BTUH BTUH
5 WALL CONSTRUCTION •INCREASE BATHROOM
(Table 9, Line 3 x H) TOTAL 20%
d TYPE OF GLASS
(Bolt m (table used for Line 51
— -- - 1FOR CONCRETE FLOOR ON
7 CEILING CONSTRUCTION GROUND OR FILL AT
(Table 9. L x WI
_ GRADE LEVEL,USE LINEAR
B FLOOR CONSTRUCTION1 FEET OF EXPOSED EDGE
I T able 9. L x W or Lin Ft l
9 COLD PARTITION CONSTRUCTION
ITable 9. L x H)
10 c 1 Wall(With Openings) O ---
2 Walls(With Open-ngsl a X
45
3 Wells(With Openings) or Ent Hall J --- -- —
11 TOTAL BTUH AT 7OF TEMP DIFFERENCE'
12 TOTAL BTUH AT DESIGN TEMP DIFFERENCE
FORM )S03
This form Is available Ir m The Hydronits Institute 35 Russo Place,Berkeley Heights,N J 01922
TEL : Maq 10 ,96 1.-2 :02 too .007 P .01
VTJXpQrt of twal-e Zf�'IMESOURGE Fr 5/10/96
Haven C'I 06516 11 : 18 am
Res icle fit A.§Ii 'e'loor SCRATC4J .000
Deflection Criteria : L/360 live , L/2 tota 1 9 .990" (flax
Standard loa(js; qt!�pl; live ,
1? PIf det)d , 100% c1mration
t�i t c al I Y 2/ Of
Mt.omber we i 0. t�
Non-sta j1dard Loads ( T)if . , Tri . & AT Oa 108CNs T'eplace Stail(j -ti-cl Loa- d--, ):
L.j ve D ci
Type Begin End st-art End Start End DUYation
Unif .( plf ) OF .0011 190 00$1 280 84 100%
Unif .( Plf ) ol .00" 195 .0011 660 330 115%
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19 oo
Reactions ( lbs
Total 13120 13120
11.5% 6270 6270
100% 26f,-,O 2660
Dead 4190 4190
Boaring Length ( Po,,;t oT Metal Plate, ):
2 .8411 2 .84"
Searing Length ( Wood Plate ):
4 . 16'1 4 .1611
C a 1 cl u.1 a t.o d L
Moment ( Ft-lbr ) 62,138 . 120%
Shear ( Ibs ) 11048 . 186%
Live load Def lest ioij .581, L 390
Total load Deflection .86" L/266
4c
1 3/4 x18" 2 .0 ES MicrollAri-i LVL :3 ply
Design results shown tare for maximum combination-t, at critical
COPYRIGHT ( C ) 7rt,i5 Joist Mac-Millan 19�18-1'994 .
T11 ,M11crollam and Parallam are registered of Trus Joist MacMillan ,
a limited partneyr-'hip , Boi"t.'e , IdA- ho .
Tr�js .foist. Mac.,rjjjj,-,jjj wayj-ants that the sizing of it,,s> Products by this
software will bA in accoi-danci� with TrU$ Joist MacMillan
prodUCt design critev, ia r.-is publisshc.?d in Dealer Products literature .
Refer to thc),.--ie quidilros for insta) JAtior, and application Information .