HomeMy WebLinkAbout2 Elmore WayElectr # I q 3 APPLICATION FOR BUILDING PERMIT
Plumbing#0 8' 2 Elmore Way
HVAC # O e 27782 Dat : Q
Sprinkler# N0'
FINAL OV Estimated Cost # 1IfZ.QD
Buildingro COMPLETE RED BOXED AREAS Permit Fee p
ineeri TYPE OR PRINT ONLY Occupancy Fee $
Aff'd°"'t SIGN ON REVERSE SIDE
Appr.for CO.Total Fee Q
TO BUILDING DEPARTMENT,TOWN OF SOUTH WNDSOR,CT Additional Cost) $
The undersigned hereby applies to do work according to the following specifications:
Job Location Lot No. Side of Streeter Zone
Applicant Tel.# 991(ir- 619163
Addr ss Zip Lic.#
Own r Address
Architec Address CC._0"
So,Ft.New Area: 1st Fl. &rd 2nd Fl. !??7 3rd Fl. Total New Area,,16 7
Rooms Lavatories Bathrooms CL Garages J.
Purpos of this permit:
01 1-- __V 7
psi a 7 GI
City Water Well Septic System SewerX
Ins. H.O. S.P. Cert. Area Basement 7 Garage z)—
Approved by Date Use Group Construction Type
ReYkW 1197
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 Y
I hereby apply for a Certificate of Occupancy for the work described in this application for the permit.
SignedL-Ab-k Aj J+
DO NOT WRITE BELA THIS LINE
INSPECTION COMMENTS
Location of Job:AFFIDAVIT Additional Fee$ 130
State of Connecticut
ss.South Windsor
Cou of Hartford
Qr Owner
I J (- of r AAvnt for the building erected11T11
Contractor
under Permit No. 2 7 7 8 2 issued by the Building Department of the Town of South Windsor being
duly sworn,make oath and say that the actual cost of the completed work autho ' under said permit did not
exceed the most current accepted BOCA value of S 14 3,5 7 8 .
Sign
Subscribed and sworn to before me this day of t4' A.D.200
Estimated Cost S 134 , 100 .
Difference: $ 9 4 7 8 . Ao, 6
Notary Public
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
27782-B 115,000
B01 FOOTING 07/30/01 GRM A LEFT STICKER ON FORMS
B02 FOUNDATION 08/06/01 GRM A W/MIKE-DRAINS OK ALSO
E01 SERVICE 08/22/01 GRM A LEFT STICKER
B05 FIREPLACE/CHIMNEY 09/05/01 CJD A W/MASON
P02 UNDERGROUND 09/11/01 JFF A WITH CONTRACTOR
P03 ROUGH 09/13/01 CJD A LEFT TICKET
B03 FRAMING (ROUGH) 09/18/01 CJD A W/ROGER HAVE ROOF TRUSS AND LAM SPECS
E03 ROUGH U9/18/01 CJD A W/ROGER
B04 INSULATION 00/00/00
B04 INSULATION 09/24/01 GRM A LEFT STICKER
10828-P 3,000
11166-H 5,400
11141-H 3,000
17384-E 3,000
17387-E 4,700
Total Est Value 134,100
Dwelling 2,428 117,223.84
Basement 1,377 19,553.40
Garage 442 6,276.40
Smoke Det 7 525.00
BOCA Value 143,578.64 U
Difference 9,478.64
r
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
27782-B 115,000
B01 FOOTING 07/30/01 GRM A LEFT STICKER ON FORMS
B02 FOUNDATION 08/06/01 GRM A W/MIKE-DRAINS OK ALSO
E01 SERVICE 08/22/01 GRM A LEFT STICKER
B05 FIREPLACE/CHIMNEY 09/05/01 CJD A W/MASON
P02 UNDERGROUND 09/11/01 JFF A WITH CONTRACTOR
P03 ROUGH 09/13/01 CJD A LEFT TICKET
B03 FRAMING (ROUGH) 09/18/01 CJD A W/ROGER HAVE ROOF TRUSS AND LAM SPECS
E03 ROUGH 09/18/01 CJD A W/ROGER
B04 INSULATION 00/00/00
B04 INSULATION 09/24/01 GRM A LEFT STICKER
PO4 GAS TEST 10/12/01 CJD A W/TIM
B10 FINAL 10/30/01 JFF A WITH ROGER SEPERATE PERMIT WILL BE REQUIRED
FOR DECK
10828-P 3,000
11166-H 5,400
11141-H 3,000
17384-E 3,000
17387-E 4,700
SITE COMPLIANCE CHECKLIST
TOWN of SOUTH WINDSOR, CONNECTI UT
2 ELMORE WAY LOT_#71 Reviewed By n ineering)
CLARK REALTY, INC. Date Reviewed /d 2 o proved enied
658 ELLINGTON ROAD,SOUTH WINDSOR,CT Reviewed By nning)
BP_#_27782_ Ph_#_(860)528-6054 Date Reviewe p( prove Denied
Date Submitted 00/00/00 FOR C of O **
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:
Approv d Denied N/A
1. Approved building permit plan
2. Finish grading per approved
building permit plan
1 3. Site work; i.e. trees, shrubs,
dumpsters, required parking
4. Utility location;
a. sanitary sewer/se
b. foundation drain
C. electrical & telephone
L/ d. water
e. other
5. Sewer connection charge paid
6. Appropriate certification
7. Bonding
8. Planning & Zoning/
Inland Wetlands Considerations
A. Lighting
B. Signage
Freestanding Wall
C. Fee in lieu of Open Space
Sewer Permit No. 73f
Pavement Excavation No.
COMMENTS:
SITE COMPLIANCE CHECKLIST
TOWN of SOUTH WINDSOR, CONNECTICUT
2 ELMORE WAY LOT_#71 Reviewed By eering)CLARK REALTY, INC. Date Reviewed 71allo I Approved/ nied
658 ELLINGTON ROAD,SOUTH WINDSOR,CT Reviewed By anning)BP #Q'7'??c;Z Ph_#_(860)528-6054 Date Reviewe Ol pprove / enied
Date Submitted 07/09/01 FOR B I DING PER
In accordance with the Zoning and/or Subdivision Regulations, prior to thebuildingofanystructureonalot, a Topographic Plot Plan shall be submittedforapproval. The minimum requirements shall include:
Approved 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, street address.
4. Plot Plan at 1" = 40' scale
1 a. Subdivision reference, abutting properties, etc
V b. Easements of record
C. Lot description, bearings, building lines,
distances, area, etc.
y 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. Elevations of gravity drainage systems, sanitary
foundation drain at the house and the street
g. Tentative utility location (gas, water,
electric, se 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
6. Special Planning & Zoning, Inland/Wetlands
considerations (Plans on file w/Town Clerk)
COMMENTS:
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
Application is hereby:TOWN OF SOUTH WINDSOR PERMIT#
BUILDING DEPARTMENTAPPOV1540SULLIVANAVENUE
644-2511 ext. 230 Bldg.Permit#
Building Inspector
t '
9
Application must be printed or typed
FEE SCHEDULE Location of Job:
0-$1000=$13.00 Street No. Street Lot No.OV4)S?Y=
1,000=
13.00 per$1,000
or any,f tion thereof Tenant Designation Apt.No.
APPLICANT tA
APPLICANT ADDRESS O y
Hr
APPLICANT PHONE#
0-0 OWNER
OWNER ADDRESS os - ( p-
G J A1,Q S 0 k- f DG& ?
O OWNER PHONE tr
C ESTIMATED COST$
IS THIS A CONTRACT COST? qYes D No
FEE ENCLOSED$ CY
TYPE FQ C0 O JOB:
Qriginal Installation
a 0 Alteration/Addition/Repair Revised 8/99
g
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
RESIDENTIAL BUILDING PERMIT APPLICATION?A YES ElNO
BUSINESS CURRENT USE AND OCCUPANCY
ASSEMBLY
RRElMERCANTILEFUTUREUSEANDOCCUPANCYLC) C- (\C QEDUCATIONAL
INSTITUTIONAL ENGINEER'S NAME PHONE
FACTORY
STORAGE ADDRESS
GARAGE
MIXED USE CITY S n TlE 7TD
Other please specify)
TYPE OF INSTALLATION/WIRING METHODc _A t
SIZE OF MAIN FEEDERS AND RATING OF WIRE USED d L
NUMBER OF METERS 1 NUMBER OF DISCONNECTS AND RATINGS y)
NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? YES A NO
NUMBER OF LIGHT CIRCUITS lz NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES ate- NUMBER OF OUTLETS 45'
NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS I
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBNUTTED.
DESCRIPTION OF WORK
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.
4:;)s- 6 ems 1 C ;r—
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE
Shirley ilhe m-CRS Approval on irmation: Request No. 185194 Page 1
From: clpsvc@nu.com>
T : WILHEL@SOUTHWINDSOR.ORG>
Date: 8/23/01 12:02PM
Subject: CRS Approval Confirmation: Request No. 185194
CRS Work Request M 185194
House No:
Lot No: 71
Street Name:
Inspector:JOHN COLLINS
Approval Date: Aug 23,2001
DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT
PERMIT#
Application is hereby:TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT
PROVED 1540 SULLIVAN AVENUE Bldg.Permit#
Of 44, , 644-2511 ext. 230
o?77 Eon
Date Building Inspector
Application must be printed or typed
FEE SCHEDULE
Location of Job:
7
0-$1,000=$13.00 Street No. Street Lot No.
Over$1,000=
13.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT
APPLICANT ADDRESS
S yx
APPLICANT PHONE#
loollill OWNER mil'`
OWNER ADDRESS fI
w
OWNER PHONE
ESTIMATED COST$
V
OU
IS THIS A CONTRACT COST? 43-fe-s O No
CIO FEE ENCLOSED$
OR-CO
TYPE OF JOB:S
2r New Installation
0 Alteration/Addition/Repair Revised 8/99
APPLICATION FOR PLUMBING.PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
Fs]ftESIDENTTAL
BUILDING PERMIT APPLICATION? YES
BUSINESS CURRENT USE AND OCCUPANCY
ASSEMBLY
MERCANTILE FUTURE USE AND OCCUPANCY
EDUCATIONAL
INSTITUTIONAL ENGINEER'S NAME PHONE
FACTORY
STORAGE ADDRESS
GARAGE
MIXED USE CITY STATE ZIP
Other please specify)
TYPE OF INSTALLATION 2. 2 'j,-SIZE OF MAIN DRAIN
NO. OF TOILETS STYLE NO.URINALS STYLE
NO.OF BATHTUBS ` NO.OF SHOWERS NO. OF LAVATORIES
NO.OF CONDUCTORS 1 SIZE NO.OF STACKS SIZE
AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS
NO.OF OTHER FIXTURES KIND
ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW YES NO
SIZE OF WINDOW 2—A. rL IF NONE C.F.M.OF VENTILATOR
SIZE OF DUCTS SEWE OR SEPTIC TANK
SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER
WATER HEATER: TYPE Cv, MANUFACTURER
DESCRIPTION OF WORK
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.
n
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE
a
I
i
I
i
DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT
PERMIT#
Application is hereby:TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT
PPRO 1540 SULLIVAN AVENUE Bldg.Permit#
1 d 644-2511 ext. 230
ate Building Inspector
Application must be printed or typed
Fo
EE SCHEDULE Location of Job:
e 7/
1,000=$13.00 Street No. Street,,"" Lot No.
Over$1,000=
13.00 per$1,000
ny fraction thereof Tenant Designation Apt.No.
APPLICANT Y 2 Q 1.t/G
APPLICANT ADDRESS yy 7;;;,7 e / /
APPLICANT PHONE#
OWNEROWNSt P.Q/Tii
1: OWNER ADDRESS Z57 15 8 e—/
f 1KG/i,vd sue- ' a e7y
OWNER PHONE 12 8 Z—
ESTIMATED COST$ J/
U IS THIS A CONTRACT COST? WYes 0 No
O FEE ENCLOSED$ /)//j o'o
SORB CO TYPE OF JOB:
M<roiginal Installation
0 Alteration/Addition/Repair Revised 8/99
i
1
APPLICATION FOR HVAC PERMIT (Continued from reverse side
TYPE OF SYSTEM: TYPE OF B ILDING:
HEATING 30RESIDENTIAL
arx7-C COMMERCIAL
VENTILATION INDUSTRIAL
TING
TEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS.
H ONIC WARM AIR UNIT RADIANT HEATER
EXISTING IATION ADDITIONAL RADIATION TOTAL RADIA
DESIGN TEMP. TSIDE OF INSIDE OF DIFFE CE OF
TOTAL HEAT LOSS( ) F(HEAT LOSS SHEET MUST ACC ANY
APPLICATION)
DESCRIBE ALL HEATING E MENT(INCLUDING M &MODEL NO.)
GROSS HEATING CAPACITY(INPU TUH) NE TING(OUTPUT—BTUH)
TYPE OF FUEL
OIL—GP GAS—INPUT ELECTRIC—
OIL TANK SI OCATION
SIDE OUTSIDE CAPACITY LPG TANK CAPACITY
AIR CONDITIONING
DESIGN TEMP.OUTSIDE 8 OF INSIDE 7D OF DIFFERENCE /,9' OF
TOTAL HEAT GAIN(BTUH) ff?(HEAT GAIN SHEET MUST ACCOMPANY APPLICATION)
DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.)
TONNAGE—` COOLING CAPACITY(BTUH) d v
VENTILATION
DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT)
TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM)
PLANS MUST ACCOMPANY APPLICATION)
FURTHER DESCRIPTION OF WORK y/t Z2 Qlvc T,ioi-
THE UNDERSIGNED HEREBY APPLIES FO 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.
3 y J e 7 5/ 1) - / d,-7'
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT I DATE /o ' —D
RIGHT-J SHORT FORM
Entire House
R& E H ating & Cooling Inc. Job:23-071 10-2-01
310 Nutmeg Road South,South Windsor,CT 06074 Phone:860-282-7782 Fax:860 282-7701
Project •
For: CLARK REALTY
658 ELLINGTON ROAD, SOUTH WINDSOR, CT 06074
Phone:282-0628
Design Information
Htg Clg Infiltration
Outside db(OF) 0 88 Method Simplified
Inside db(OF) 70 70 Construction quality Average
Design TD(OF)70 18 Fireplaces 1
Daily range M
Inside humidity(%) 50
Moisture difference(gr/lb) - 50
HEATING EQUIPMENT COOLING EQUIPMENT
Make n/a Make Heil
Trade n/a Trade Heil
n/a HACO48
FCP48
Efficiency n/a Efficiency 10.0 EER
Heating input 0 Btuh Sensible cooling 33600 Btuh
Heating output 0 Btuh Latent cooling 14400 Btuh
Heating temperature rise 0 OF Total cooling 48000 Btuh
Actual heating fan 0 cfm Actual cooling fan 1600 cfm
Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.036 cfm/Btuh
Space thermostat Load sensible heat ratio 86 %
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
ft2) Btuh) Btuh) cfm) cfm)
second floor 1560 64361 19587 0 711
first floor 1120 56235 24480 0 889
Entire House d 2680 120596 44067 0 1600
Ventilation air 0 0
Equip. @ 0.93 RSM 40983
Latent cooling 6913
TOTALS 2680 120596 47895 0 1600
BoW t ik values have bow manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
WrjghtSC)ft Right-Suite ResidentialTM 5.0.28 RSR27412 2001-Oct-0211:05:52
CAMy Documerds\Wrightsoft HVAC\243-071 2 Elmore Way.rsr Page 1
I
DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT
PERMIT#
Application is hereby:TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT
APPROVE 1540 SULLIVAN AVENUE Bldg.Permit#644-2511 ext. 230 0 -7 a
Date Building Inspector
Application must be printed or typed
FEE SCHEDULE
L
Location of Job:
0-$1,000=$13.00 Street No. Street Lot No.
Over$1,000=
13.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
i
APPLICANT C ,
APPLICANT ADDRESS
APPLICANT PHONE# k "D—
o W N SF,q
OWNER
OWNER ADDRESS
OWNER PHONE V -- c) D
C ESTIMATED COST$
IS THIS A CONTRACT COST? Wires 13 No i
a
FEE ENCLOSED$
TYPE OF JOB:
SOR.CO
Original Installation
i
0 Alteration/Addition/Repair Revised 8/99
i
i
APPLICATION FOR HVAC PERMIT (Continued from reverse side
TYPE OFF SYSTEM: TYPE OF BU LDING:
2 HEATING SIDENTIAL
A/C COMMERCIAL
VENTILATION INDUSTRIAL
HEATING
SST AM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS.
O 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 C3 GAS-INPUT ELECTRIC-KW
T
OIL TANK SIZE&LOCATION
INSIDE OUTSIDE CAPACITY LPG TANK CAPACITY
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)
FURTHER DESCRIPTION OF WORK
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.
CONTRACTOR§LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT peg, ,_ DATE 1 O
I a 0-11 CALCULATION SHEET 1503 (Modwn Method) ls»ov Ths TI.•ewic•IAaae e.
ow an :K1 o `x =A ADDRESS - OEiIONTCMKAATYR•t 011F[R[NCt F. OAT[
C L.A OL.f C L.C COL.O COL.E COL.F COL.4
t ROOM 7 17//! r Z--
F
i
O N L w N L W N L W N L >N N L M Oaa>,&TEA
o1wtEEIo E.FT." L d /.Z ErTYM Rar pool of
s LENOTN EtVOWD WALES.FT. p Aaww..Sa/aslad
4 1N Mow'4M000TSIDE DOOR AREA O
BTYM STUN STUN STUN STU"
i WALL COM #tYCTSON
IT.Ma•.Lao a MI O pp0 900 DO U T TALI RADIATION
i TIME i GLASS
ISO
FROMLNti t= SELECTED
1NIIww.I IMI.VMd t«L Woo i) goo goo
7 ClILING CONSTRUCTION
MOVE.L a WS 0 ZD SaD OlJ 8 7
a FLOOR IONI O
Lis FU
a-0, _wWCONSTAYCTION
O
MGW
we Ewc Nw
r T M:OIFFEAENCE•3D O O e
TEIM.DIFFERENCE zo coo K
COL.A COL.• COL.N COL.1 COL./ C04 K COL.L T TAL
I AOOY OI SWIL4MM RADIATION
AT SELECTED
O N L w M L I w M L I W N L w M L W om"TtMR•
ROOM OIMENiIONi.FT.
Y fj( / r Q 0
21 LONOTM SXPO"o WALLS.VT.t to
S iMNOOwANOOUTSIDE DOOR AREA
BTUN BTU" AITUM STUN STUN
E WALL CONSTAIUCM" IMCREASIE BATHROOM
IT409 f.Lm&3 a M1 0 sDD D TO3%L?oA
i ME OF GLASS
fROltrwsStlrta•wrw tw Lin.IN
T CummoCON=TrAXTION TFOR CONCAETE FLOOR ON
0 GROUND OR FILL ATTiMrl.L arll!GRADE LEVEL.USE LINEARfPLOORCONERYCTINTFEETOFEXPOSEDEDGE
ITaMa f.L a W w Lin F LI
9 C LOPARTITION OIufTRUCTION
ITONS!.L a NI
to A I was Iwmh
T wan•Iwilw x ,
s S Waft Iwl/I ONft1MSd w EnL Hall
It T TAL STUN AT TOP TEMP.DIFFERENCE• 3Coo d12TTAL•TUM AT OESI N TEQAF,pIFFEAENCE O
M•f«m Is www•fires Tw•NVarewlc•onseetwt•.36 Rvae 1•44.•MN•y Nayht•.N.J 07922 F RM 1303
4 MiTek Industries Inc
07 SOUTHWESTERN RUN
SURE 2
o V40UNGSTC WN OH AAS 11MiTekUSA
FAX(330(a29 8241
MEai-ON=(=)429 6040
Rc:jmj-71dm
M)LOT 71 DEM1NG SOUTH WINDSOR,C
The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision
based on the parameters provided by Truss Manufacturing-Newington,CT
Pages or sheets covered by this seal: Y1768719 thruY 1768721
My license renewal date for the state of Connecticut is JANUARY 31,2002.
NlllE f/
1
ENs
August 8,2001
LeBatron,Paul
The seal on these drawings indicate acceptance ofprofessional engineering responsibility solely for the
truss components shown. The suitability and use of this emponent for any particular building is the
responsibility ofthe building designer,per ANSI/TPI-1995 Sec 2.
L0 3DVd E)jw ssndl 96ZEL99098 90:91 i00Z/LZ/60
6 J'_lVi'_
JnMoJv._
1.'.1iVr 1 1 L11UIV
w
CONSTRUCTION INCo
0 EL1,1MM WA SO 0 WpIDiOR,CT
Con
74
OFMM (80)Fc: (ego)6*1i8
NON-BINDING RESERVATION AGREEMENT
PARTRIDGE MEADOW 11 SUBDI_V1SIU,y
RESERVATION DEPOSIT It000 A LOT#
The Prospective Buyer(s)
of
STREET) TOWN) STATE/'ZIP) PHONE)I
And the Seller _I.M.J.._QNSTRUG"I'ION CO._IIJC'
658 ELLINOTON ROAD, SOUTH WINDSOR, CT _06074 860)648-0293STREET) I TOWN) STATE/ZIP) PHONE)hereby agree as follows:
1. Prospective Buyer(s)has deposited with Seller,as a Reservation Deposit,the Sum of$ 1,000..OuNointerestshallaccrueonthisdeposit.)
2. Seller agrees to reserve for the Prospective Buyer(s),Lot# located in PARTRIDGE MEADOW 11WNRYN,until the expiration date of
3. On or before the expiration date,prospective Buyers)agree either to: (a) Enter into a written contract1withSellerforthepurchaseofthereservedlotandhouse,in which event,Seller shall apply thereservationdeposittowardsthefullpurchasepriceofthereservedlotandhouse,selected by theprospectiveBuyer(s);or(b) Notify Seller in writing by certified mail,return receipt requested,or byhanddelivery,that prospective Buyer(s)does not wish to purchase the reserved lot and house,in which
event,Seller shall return the reservation deposit to prospective Buyer(s)and all obligations and liabilitiesofthepartiestoeachothershallthereuponterminate.
4. This k not a purchase agreement or conhwct of sale. No representations ofany matter regarding theproposedsubdivisionhavebeenmadebySeller,nor does Seller make any such representwions by thisdocument. Seller may,in its sole discretion,terminate this agreement at any time after the expirationdatebyreturningtoprospective-134yer(s)the reservation deposit minus Aricietects fees ifany,or theprospectiveBuyer(s)shall have no claim against Seller,arising out of this rp=rvation agreement,uponexpirationofthereservationperiodprovidedabove.
i5. Prospective Buyer(s)may not assign his right hereunder without the prior written consent of the Seller.Prospective buyres also agree to pay for the Archieteets fees if they have the Archietect make changes to
an existing plan or have a plan custom designed. They will not be charged any fees for the Archietect iftheypickastandardplanwithnochanges.
EX CUTED THIS DAY OF 1999,
BY
Duly Authorized _ Prospective Buyer
Prospective Buyer
ANC LLATIQh
Can Nation date is effective on or before 1999Not, a should be postmarked or delivered to Seller at the above address by such date,I
I
Job Truss Truss Type Cty Ply JMJ LC ING SOUTH WINDSOR,CT
Y11667 t9
JW-710M T01 ROOF TRUSS 1S 1
ioot onoll
TRUSS MANUFACTURING,INC.,NM*4 ON,CT 06111 4.201 SR1 s Sep 5 2000 MfTek IndustNex,Inc Fri Aug 03 12,94;29 2001 Page 1
1r01e 7-2-44 1 0 1 20-9-3 1 26,"
P16t1 7a-13 i 3 681 1 t3 0.10-6
Scala 2 1.00,5
46 11
F
3xb
2lct 1\ a" //
1
An JY
d
N M L
Sr i w Aid= 3x5=
e-a1 Gees tti t4
LORDING(pso SPACING 2-0-0 Cal OWL in (loc) Vdsft PLATES GRIP
TCLL 30.0 pletse lnwe"o 1.15 TC 0.90 Vart(L4) -0.05 N >on Mao 197/1s4
TCCL 10.0 Luw*or Incresee 1.13 8C DA6 V*WL) -0.30 L•N 3-999
SCLL 0.0 Rep Stress Iner yes WS 0.37 Hwrz(TL) 0.07 J No
SCOL 10.0 Code ROQAMNS196 1d LC LL Min Well a 340 Weight!113 ib
LUM"R t111IACNG
TOP CHORD 2 X 4 SPF Not TOP CHORD Sheathed.
SOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceding directly applied or 9-6-9 oc bracing
WEBS 2 X 4 8PF stud
SLDER Left 2 X 4 SPF Stud 4-1•Z,Right 2 X 4 SIR'Stud 4A-2 1
RlACrMS pbrsize) 5=147010.3.8,,6147Qr43-8
Max Uplift "26(loed cese 2).3=4290oad asse 2)
FORCES(1b)-First Load Case Only
TOP CHORD A-",S-C li64,913,C-D=-1913,O-Es-1645,E-F=-1666,F.Ge-1645,G44 -l"S,H-OL1913,J=-1913,J-Km$
GOT CHORD 5-WI610,M"*11a7.L4*--1127,J.L*1610
wiles 0-W-416,F»N•028,F-L=S28.H-L*-414
Norms
1)This truss has I~checked for unbelanoad loading condhlons
2)This trues has been designed fbr the loads generated by 90 mph winds at 26 R @bow ground level located 0 mi karn the hurricane
oceaMne. ASCE T-98 comporxents and cladding external pressure coaftbients for the intarlor(1)zone and 3.0 psitop chord and 6.0 psf
bottom chord dead load are being used, The design peeumes occupancy category II,terrain&*owes D and internal pressure coefrclent
condition 1. The building dimension are 100 A by 60 A Mend vertical@ or candswars etasst,they are not exposed to Wind. Ifporches
exist,they are net exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33
3)provide mechanical r,4nnection(byothers)of trues to bearing plot*capable ofwithstanding 425 lb uplift at joint 0 and 425 lb uplift at joint
A
4)This truss has been designed Wlthh ANISVTPI 1-105 erlteria.
LOAD CASKS) B%ndsrd
Oils
August 8,2001
a WARtWO-VW*Aar psna@vOm e&WRIM 1110MB Off AM 1151W Ei110s&MPG=am
Deftn vdd to um any w1h MR*k Connemors,IM 4IIgr1 s based of*open ea W%e6m drawn,end b Im an IndMpuol*wow*esmporm t to be
h0allsd and waded verxtasM• Aookmbaly of deMpn peraMeMef ono Proper VA"Oaaiion of eemb~a aspor>sboly of DUN W4 design id-Aor*use
I.katifte mowr t fat IM91GI U ppert OI Ind Idtws wets member only.AOdlWW Wmimia v Woo"to rrowe debOw dustrp avn0nxaflan,b the
respohaWy of"ewr$w.ArdNWM parmanent Ine4*4 of IPA 6vee64 Nwature b the resportsmw of the Was"dedenw.For g•mra sumalnoe NN
1eoora"tobrfembft 4ual1v eontral,time".derdery nd,creation a a«o,eonalt at..e 14w.Nt,«.rxdaie.f2a w aracry,Ip.e.lana*rt,and Nxi-:M1Tek•mfA"Mw awee Weelne Q**elhrnenraer@rr OvawebM hem Tt%m fMais WlWA#.ties D'Onoba Dune,Medl-c^WI 6 nk
Z0 39Vd 9dW ssndi 96ZEL99098 90:ST T00Z/LT/60
PROXY
The tmdersignd Unit Owner of a unit at Brookside CondomHums hereby
appoints to vote as the designated proxy ofthe
unders*wd at the anutml n tin*ff the Ivy Lwe Amociation to be held on Friday June 2nd,
2000 t 7:30 P.MR at" Svuth Windsor Community Center. The designated proxy is fully
authorized to vote on any aW all matters which may cvmc W*rc that nmmting or any .
adjournment timeof in acco rdonsm w*h the DvclaWions and By-Laws of the Aswokfion.
Dated:Signed: Unit#:
Job Truss Truss Typs Oty Ply JMJ LOT 71 DENIM SOUTHWINDS ,C7
Y1t68T21
JMJ-t10M T03 ROOF TRUSS a 1
TRUSS MANUFACTURM,INC.,NEWINOTCN,CT 06111 4201 SR1 a Sep 5 2000 MiTek Mxluairies,Inc. Fri Aug 03 12:54:30 2001 Page 1
Q Spa Q.... 11`2-8 F 10.0.0
a+o.s a¢a 4-8 3+8
Sods+140 7
40=
E
1
I
p F
c G
f'
N
sxs acs. Sacs-:z 3x63d; II J 300 II
6xs=
1240
0+0
I o.i-o
LOADIN (psi) SPACING 24-0 Cal DEFL in (Ioc) f/did PLATES GRIPTCLL30.0 Plates Wlorease 1.4S TC 0.43 Vert(LL) -0 02 J DM MII20 M/144TCOL1010Lun*w Ucresse 1,15 OC 0.72 Vat(TL) -0,21 D-1 )-NoDOLL0.0 Rap Stress Inez YES WS 0.25 Morz(TL) 0,03 M nlaOCDL10.0 Code OOCJVANSIS9 1s11 LC LL Mn Vga3-360 I Weight:is Ib
LUMMER
TOPOIioI O 2 X 4 sPF No.2 BRACING
DOT CHORD 2 X 4 SPF Nc.2 TOP CHORD Sheathed a 4-11-12 oe purlina,
WEdS 2 X 4 SPF Stud i30T CHORD Rlilid ceiling dlreet r appAad or 10.0-0 oc bradng,
SLIOER Let!2 X4 SPF stud 5-3-1,Right 2 X 4 SOW Stud 3-3-1
REACTION(Ib/ai;e) 1111-102064-S,9=1020&34
Max Up6RH-410(Iond case 2),D--3100pad one 2)
FORCES#b).First Load C:aaa Only
TOP CHORD A4M.8-C-4/05,C-o -1105,D-Ea-MG,E-F=-886,F-17=-1165,G-M=-1165,h-06WTCHORDD-Je273.H-J-073
WEDS D-J-281,E-JaW,F4--287
NOTEa3
1)This truss has been Checked(nr unbalanced losdihe condidcn*,
2)This trues has been designed for the bads generated by90 mph winds at 25 A above ground lewf locaibd 0 mi thorn the hurricanecoeenfine. ASCE 7-06 ownponents and cktddinq e*wnel pressure t:oeftients for the interior(1)Zone and 5.0 psftop chotd and 5.0 ps(bollom chord dead iced are being used. The design eaurnss occupancy category 11,terrain e*osuro D and internal pressure ecafBcientconditionI. The building dimenslorK are 100 A by 501t. 4 end wrficals or cantilevers"at,they are not used to wind. If porchesswat,they are not 0"NA to wind. The lumber DOL increase is 1.33,andthe plate grip inoreass is 1,3j3)Promlde machonioal connection(by others)of trues to bearing plate capable of yuilhstending 310 ib uplift at joint H and 310 lb uplift et jointF3-
4)This truss has been designed with ANSIMPI 1-IM criteria.
LOAD CA49(8) Standard
Auou t 6,2001
Ow.0 -Verft ds ytt r dad ARM"I"M reed AM Ms IIlwIIIg was M UM ODeupnv0tot
01
only
oe
a
Ap
ooe
ft or treat d.tipr+a tsewd only Wn POMMOMK 01owR and b for an IndMauol buldarp oornpeneet to aoaw:ar.o ar d leaded vertioealy. Apr>/eabMry or QeMan aboran tet ens pry hdorpotalton d ooatpenent A tdeowft.MaoM e shown b lot b"ad support of hdNlQuel verb rnan ben only.Addllbnol Min FwbMaf of building designer-no1 fr111t
retpsndowlY W the -scant,AddMona poma w+t jusci a of the eve al&trustwe k the r b1OCMt fo MM1N ttdbity 4UW4 condryof h b the
epos 9 Idbtleotien,OuORY eonhoL tt uVfaAY Of the bukwo demlgrm,fat em,wpl QYIdeNoa IMINen.tlna frtswwom ant at.elrae assent !Mai o kibw ftemm hpleft h t ,3"Worrki"le DDIihyie .Wa~Noseft1 =OeoarOeMel1.sad NI.-.,M iTek
b0 39ad JdW ssndi 96ZEL99098 90:9T T00Z!'LT/60
BROOKSIDE CONDOMINIUMS—JUNE 2ND9 2000 MEETING
PROXY
The undersigned Unit Owner of a unit a Brookside Condominiums hereby appoints
to vote as the designated proxy of the undersigned at
the Annual Meeting of the Ivy Lane Association to be held on FRIDAY, JUNE 2N , 2000
at 7:30 p.m. at the South Windsor Community Center. The designated proxy is fully
authorized to vote on any and all matters which may come before that meeting or any
adjournment thereof in accordance with the Declarations and By-Laws of the Association.
Dated: Signed: Unit#
Job Truss Truss Type 4ty Ply i_oir 7t OEMING SOUTH WINDSOR,CT
JMJ-71 DM Y17att770IT02ROOFTRUSStt1
TRUSS MAN AC M ,INC.,NEWINGTON,CT 06111 4.201 SIR's Sep 5 2000 MiTek Industries,Inc. Fri Aug 03 12;54;29 2001 Page t
6,,.,,
r ..... i 12-A0 iT-as i 14.a0 4.10-
b fo 6-11-11 s 48 d.8 61 11 0.10.8
aoW 1 441
44=
0
s.00r
F
N
34- JM= 3YS=
24.0-0
LOADING(Pal SPACING 2.0.0 Cal DEFL In (loc) !/loll PLATIM GNP `TCLL 30.0 Plates Irlgrease 1.16 TC 0.88 Ved(LL) -0 11 J ytaYD M020 197/144TCDL10.0 Lumber hasae 1,15 BC 0181 i Vart(TL) -0.28 H-J 3'MBCLL010RapSuessIncrVIESws0.28 Hoa(TO 0,07 F NoBCOLto.0 Code DOCNANSI96 1st LC LL Min Mon a 300 Weight:80 lb
LLRAWR 9AAC114GTOPCHORD2X4SPFNo.2 TOP CHORD Shesthod or 3-2-12 oc purlins.BGT CHORD 2 X 4 SPF No.2 SOT CHORD Rigid ceiling directly applied or44-0 oc bracing,Weds 2 X 4 SPF Stud
RIFACThn*M(lb/size) Do129710-3-8,Fw1267/0-"
MenUplit&-400(Iovd osse 2).F•-400(Ioed cans 2)
FRCSs(Ib)-First Load Case Only
TOP CHORD A-5=13.13-ce-2100,C-D=-18W,ME -1at8.E-F-2100,F-0=13
SOT CHORD 1111-4-193S,I-J013e9,1-01361.F-H&1935
WEBS 04e-414,"051,0+0851,E-Hz-414
Nom i
1)This truss has beencftaclad for unbalanced loading conditions.2)This trues hss been designed for the bads generated by 90 mph winds at 25 It above ground level located 0 mi from the hurricaneocsanpno. ASCE 7-05 components and obdding external pressure coefficients for the lmdar(1)zane and 5.0 psftop chord and 5.0 pafbottomchorddadloadarebeingused. The design aaaumes occupancy 9811e110ry 11,terrain etposure 0 and internal pressure coef6olaotconditionI, The bulWng dimensions are 100 0 by SO A. Nend varticale or cantilavels adst,tttsy are not a osed to wind. if hasexist,they are not*Vosed to wind. The lumber DOL Increase Is 133.and the plate gdp increase is 1.33
J)ProWd nwaharticei connoolon(by others)of truss to bsofing Ptatc,capable of withstanding 400 lb uplllt at lint Band 4W Ib uplift at jointF,
4)This truss has been designed with ANSUTPI 1-1905 enters
LOAD CAAM% Stendard
August 8,2001
Ot vaenro-trr.,{lr resfjn/ M sfsil v'r>le#aK:lf 4Ii t srl ws rltTm isrose r lfe.Oesion vat/161 use"wMh Mlfsle gonn"toas.1Ab O rpn is bood W*uMM poWneMs 0OW4 and Is let en indNWVM th, InaaY.d anp Leaded vemoo>fy, Akollw ally a dedpn paren+ewn pod p+e h9wpow1on of COMponenf b respoffelbtlsy q
rd p component a bedeslgn.. freelnq tha,rn b to lafefa p of holmium web membea 0".Addhwxm OMnOareU 1xooMep fe irow MaIb
f buk"0~0.nor"M
N1 o++sibssY Of fhe e ecta,AddsMSfwo1 permanent br tr+d M the vela/thuctVte b M s r r Of the buAdlrp d.*p fu an b fMfedadrpFobEltlsn,gygAly tef troL N4dO0e,d.Mry.efsetlon and Mai* e.em,,N 441-M our*Y flaMafd.psi-et'baolno IIMeIAOMlam sae Mmai 01MonesnaNt11atlkqandifaeMrebe+e>AInIe+ Ion4nrellabls ffom Truro Pbfe Iroftle,an O'Onofrlo 01wo,141odtsm Wl631141. M lT
60 39dd qjW SSndi 96ZEL99098 90:5T T003fLT/60
BROOKSIDE CONDOMINIUMS—JUNE 2ND5 2000 MEETING
PROXY
The undersigned Unit Owner of a unit a Brookside Condominiums hereby appoints
to vote as the designated proxy of the undersigned at
the Annual Meeting of the Ivy Lane Association to be held on FRIDAY, JUNE 2N 12000
at 7:30 p.m. at the South Windsor Community Center. The designated proxy is fully
authorized to vote on any and all matters which may come before that meeting or any
adjournment thereof in accordance with the Declarations and By-Laws of the Association.
Dated: Signed:Unit#
SEP-17-2001 12:26 PRIMESOLIRCE 203 465 5214 P.02i05
eFw;, GENERAL BUILDING
rrs ATTN MARK W
Ti-awn- v6.55 Serial Number:7001075W
8eoMusA 1111 9A7101 11:40.PA+3 Pas Of 1.75" X 11.875" 1.9E Micr011alm®LVLPage1of1SindCole:140
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Overall Dimension=18'
61
Product Diagram is Conceptual.
LO DS:
Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1'
Loads(psf):40 Live at 100%duration:12 Dead;0 Partition:aid:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Uniform(pif) Floor(1.00) NO 188 0 to 18' Add3 to
Uniform(plf) Floor(1.00) 560 268 0 to 18' Adds to
11UPPO = INPUT BEARING REACTIONS(lbs.)
WIDTH LENGTH LIVE/DEADTOT. PLY DEPTH DETAIL OTHER
1 2x4 Plate 3.500 2.2S" 32"/1 IN/4400 1 11.90 Detail A3 1.25'LSL Rim
2 20 Plato 3.50" 5,04" 8214/3031 111246 1 11.9" Detail 83
3 20 Plate 3.50" 5.04" 8214/3031/11245 1 11.9" Detail B3
4 2x4 Plate 3.50" 2.25" 3244/11d6/4400 1 11.8` Detail A3 1.25"LSL Rim
See TJ SPECIFIER'S/BUILDER'S GUIDES for deW(s):A3,83.
Bearing length requirement exceeds Input at supports)2,3.Supplemental hardware is required to satisfy beartng requirements.
OnAlobl!;ONTRo
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shea0lb) W26 3981 11845 Paaaed(34%) Rt.and Span 1 under Floor ADJACENT span loading
Moment(ft-lb)8336 6336 26772 Paesed(24%) RG end Span 1 under Floor ADJACENT span loading
Live Defl.(in) 0,024 0.194 Passed(LMW) MID Span 1 under Floor ALTERNATE span loading
Total Defl.(in) 0.031 0.292 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading
Deflection Criteria:9TANDARD(LL:U360,TL:L/240).
Brecing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing Is required to achieve member stability.
The load conditions considered In this design Include altemete and adjacent member skip loading.
ADDITIONAL NOIF-J:
IMPORTANTI The analysis presented is output frorn software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this
software will be accomplished In accordance with TJ product design criteria and code accepted design values. The rlpocific product
application,input design loads,and stated dimenaiorm have been provided by tho software user. This output has not bean reviewed by a
TJ Associate.
Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
Allowable Stress Design methodology was used for Code NER analyzing the TJ Re3idential product listed above.
Note;See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION OP QR INFORMATION:
LOT 71 PRIMESOUCE
CLARK REALTY TONY FESTA
45 FREIGHT STREET
WATERBURY,CT 06702
800 745 3319
203 483 3214
C4AyAM 2l)Ot1 by True Jolir,Waysmawasr Businoaa. TJ-Pro"'dpd TJ-OarM'"vra tradamarxs of Trusjokt.MicrvlbmW iv a moat rrd tradarrwrk of Trus Joist.
SEP-17-2001 12:26 PRIMESOLIRCE 203 465 5214 P.01i05
GENERAL BUILDINGFwo-,•iRM ATTN MARK W
TJ-aam- 4.65 Series Number 700107350
OQAW$A 1111 9117101 11:3e:4aAM 3 Pcs of 1.75" X 11.875" 1.9E Microllsm® LVL
pop 1 0+1 Butld Code:146
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
overall_Dim_ e n=30'
LOADS:
Product Diagram Is Conceptual.
Art2"Is for Beam Member Supporting FLOOR-RES,Application. Tributary Load Width: 1'
Loads(psf):40 Live at 100%duration:12 Dead;0 Partklon;and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Urt form(plf) Floor(1,00) 560 188 0 to 30' Adds to
Unitorm(plf) Floor(1.00) SW 268 0 to 30' Adds t0
UPPORTS-. INPUT BEARING REACTIONS(Ibs.)
WIDTH LENGTH LIVE/DEADITOT, PLY DEPTH DETAIL OTHER
1 2x4 Plate 3.50' 3,241" 5332/1900/7232 1 11.1r Detail A3 1.25"LSL Rlm
2 2x4 Plate 3.50" 8.452" 13781 1 6078/ISM 1 11.9" Detail 83
3 2x4 Plate 3.50" 8.457 13781/5078/18859 1 11.9" Detail B3
4 2x4 Plate 3.5M 3.241" 5332/1900/7232 1 11.ir Detail A3 1.26"LSL Rim
See TJ SPECIFIER43/BUILDER'S GUIDES for detall(sr A3,83,
Bearing length requirement exceeds input at support(s)1,2,3,4.Supplemental hardware Is required to satisfy bearing requirements.
DE3ION CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 9804 7969 11845 Pasaed(67%) Rt.end Span 1 under Floor ADJACENT span loading
Moment(ft-lb) 17830 17830 25772 Passed(67%) LL end Span 2 under Floor ADJACENT span loading
Live Defl.(in) 0.156 0.328 Passed(037) MID Span 1 under Floor ALTERNATE span loading
Total Defl.(In) 0.199 0,492 Passed(L/592) MID Span 3 under Floor ALTERNATE span loading
Deflection Criteria:STANDARD(LL:U360,TL:L/240).
Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
The load conditions considered In this design Include altemate and adjacent member skip loading.
ADDIT19NAL NOTES:
IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this
software will to accomplished in accordance with TJ product design criteria and code accepted design values. The Specific product
application,input design loads,and Stated dimensions have been provided by tho software user. This output has not been reviewed by a
TJ Associate.
Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above.
Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION OPERATOR INFORMATION:
LOT 71 PRIMESOUCE
CLARK REALTY TONY FESTA
45 FREIGHT STREET
WATERBURY.CT 06702
300 745 3319
203 465 5214
Cop gM 4a True Joil, 1Nryt rheWuwh Ous4wsrr, TJ-Pre"'and TJ-loormw ore MWomxM ofTrue Joist.Mlommarrg is a r"Oprsd trademark ofTres Jo*,
Aw.3ITT117N
1. PARCEL ZONED RESPAL AA-30, OPEN SPACE SUB01VISION.
WV 24ZO2
IM
2. UMLI TY LOCATION AND INVERT ELEVAT04S TAKEN FROM A REPORT PROVIDED BY THE CONTRACTOR.
I ALL ITEMS DEPICTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD AS TO LOCATION. ELEVATION AND COMPLETENESS.
4 HORIZONTAL DATUM NAD '27.
70 IR
0
TOO,
X
INV.*242 25
g1b. L), = 90*00,000
R = 25.00'
25.00
L = 39.27'
913 2 t o.
2
71
I
I 2A CB 67
4 2571 Q 1 TT'250.94j5INV'245.53 (15
0 INV-248 45 4')
29,2-N sq. ft.
0.6 7,0C. n el I
SMIH 14
fNV-.241.86
TM4OS&
lb
REFERENCE NOTF
BOUNDARY INFORMATION TAKEN FROM PLANS
ENTITLED 'DEMING HILL ESTATES. SECTIONS 4&5' SOUTH *%DSOR, ,ONNECTICUT
PREPARED FOR im.; CONSTRUCTION, Ely DESIGN PRoIrEssioNALS. INC
DATED DEC 03. !998. REV. TO 6/28/99, SHEETS 6-!4
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE iffi"H SECTIONS 20--300b-1 THRU 20-300b-20OFTHEREGULATIONSOFCONNEC_nCUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE
STATE Of CONNECTICUT- AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INCftSSURVEYCONFORMSTOHORIZONTALACCURACYCLASSA-;. /IND VERTICAL ACCURACY CLASS T-2.
To THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY (-ORRECT AS NOTLE) HEREON
12882
ARTEL LIC No--
t.URM 004EWSW 10RD,LOST UMJ?f R"SK)NS#AD735164CATICIMAS9011114*ft & ON MGRAPHICSCALE860) 201- 7
W𛈇"WIft _OW-1— 11111. woo#*
comnax"a 40 0 20 40 100va"AwI.rultwimmmmed TW nw I I I LOCAUM WIPNYAUGOdEDLAND%Ar&-vm Pow io of lonale, Inc. 6wi winColman"4-PS 4101.0 was 1-1 BEA" 7W or SIM 40 AW 9014-M OF
90"SEAL AM OR1QK#4L SGNATLOE plariner3 0 su-veyors LIN No- 71 WEnom WayrOFMEPWESSMALENQ**XX/WRWY0R 16-S South sot Ilite rood, South windscr, I c2 Cw"C"M I^ AV WIT: $a_o"cornectpeui Of3074 sm" "W"
1
RL I f P,!t I fltiIE t i r
ere•le—i a-
I
filed with
Bu,ldlrg i.,d
S111,d L•. t r• ,i
of this upnli,tee,•r
penn!t.
Signed
Condition illy .',r;•r
13u-ic ng
077 a
RECEIVED
OCT 2 9 2001
SOUTH WINDSORENGINEERINGDEPT