HomeMy WebLinkAbout2535 Ellington RoadElectric# APPLICATION FOR BUILDING PERMIT
Plumbing# 2535 ELLINGTON ROAD
HVAC # 23183 Date:
Sprinkler# No.
FINAL APPROVALS Estimated Cost $ zo DU 0BuildingTCOMPLETEREDBOXEDAREASPermitFeeOCR
Engineer' TYPE OR PRINT ONLY Occupancy Fee $
Affidavit SIGN ON REVERSE SIDEAppr.for CO. r Total Fee 6
TO BUILDING DEPART , TOWN OF SOUTH WINDSOR,CT Additional Cost) $
The undersigned hereby applies to do work according to the following specifications:
Job Location O&S-3r 1--WPa 6 m 1-{ Lot No. Side of Street E S T Zone /Q
Applicant JO3 tPH J. C)991AJO Tel.# 6 yy oos-S
Addr ss .95q S" E[1/NCo-Tov Rp Zip 4607 Lic.#
Own r,J05'Epe1 94 59N7,Na CWit/,vo Address o1SYS FAQ n/c-To v RP 5d , wiA ipSvlL c
Architect Address
Sq. Ft.New Area: 1st FI. 2nd FI. do/y F 3rd FI. No&/E Total New Area
Rooms Lavatories /yo 41E #Bathrooms No V e #Garages Av0 NE
Purpose of this permit: kE-B U l L D 5tCetibt /&br r!5/U Exl ST/lV C o jiV 0 9T/O JV
X L --
City Water 21 ti o Well G ti d Septic System 0 ,vo Sewer NO
Use Group L l Construction Type J 1 Area Bas m nt Garage
Approved by JrZL Date v 0Tel:
R•vs.d 6/95
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 th 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
1 hereby apply for a Certificate of Occupancy for the work described in this application for the permit
i
r
Signed 1,4-
DO NOT WRITE BELOW THIS LINE --
INSPECTION COMMENTS
1115PeCLiu11 / APPLUvai UdLe ny tiPPl
Code Description Due whom Code Comment
96-23183-B 10,000
B03 FRAMING (ROUGH) 05/29/96 JFH A WALLS ONLY
B10 FINAL 08/27/96 JFH A
Total Est Value 10,000
EW t
Job Truss Truss Type Qty Ply
CARINO T01 QUEENPOST 22 1 JOSEPH CARINO SOUTH WINDSOR,CT. Y185559 1
TRUSS MFG.INC. 3.300 s May 26 1995 MTek Industries,Inc. Sun Jul 14 0727:44 1996 Page 1
I-1-0-0,641-2 11.0-0 15-3-14 22-0-0 2'J-QO
1-0-0 641-2 4314 4314 841-2 14)-0
I
I
4z4=
C
5.00 12
S D
I
11 1
G F
A3= 3X4 E
3x6-30
i
I
i
11-0-0 22-0-0
11-0.0 11-0-0
LOADING(psf) SPACING 2-0-0 CSI DEFL (m) (loc) Udet1 PLATES GRIP
TCLL 30t Plates Increase 1.15 TC 0.55 Vert(LIj 023 FIE 999 M20(20ga) 199/146
TCDL 10.0 Lumber Increase 1.15 BC 0.85 Vert(TL) 0.36 AIG 714
BCLL 0.0 1Rep Strew Incr YES WB 0.30 Horz(TL) 0.06 E n/a
BCDL 7.0 Code TPI Min Length/LL dell s 360 Weight:94(lbs)
LUMBER BRACINO
TOP CHORD 2 X 4 SPF-G N0.2 TOP CHORD Sheathed or 3-0-13 on venter purlin spacing.
BOT CHORD 2 X 4 SPF-G Not BOT CHORD A-G:6-3-0,F-GS-3-0,E-FS- -0.
WEBS 2 X 4 SPF-G Stud
REACTIONS (lbs/size) A=1100/0-3-8,E=1100/0-3-8
Max Horz A-26(load case 3)
Max Uplift A-363(load case 4).E-363(load case 4)
FORCES
TOP CHORD A-B--1731,B-C--1299,C-D=-1299,D-E-1731
BOT CHORD E-F-1589,F-G-1589,A-G-1589
WEBS B-G=-462,C-G-649,D-G-462
f
NOTES
1)This truss has been designed for the wind loads generated by 80.0 m.p.h.winds at 25.0 feet above ground level,using 5.0 psi.top chord dead load and 5.0 p.s.f bottom
chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 100.0 by 50.0 with exposure D(ASCE 7-93). Lumb r Increase= 1.33
Plate Increase- 1.33.Both end verticals are exposed.
2)A plate rating reduction of 20%has been applied for the green lumber members.
uLOADCASE(S) Standard ax
Y
g/
13778