HomeMy WebLinkAbout24 Podunk CircleBN ng SPECTIO . APPLICATION FOR BUILDING PERMIT
Plumbing
HVAC.Date:S
Sprinkler 24 PODUNK CIRCLE
Electric Estimated Cost $
Zoning D Permit Fee$ 7
Affidavit 0 9r NO. 22180 Occupancy Fee $
Eng. D pt.
Fire Dept.COMPLETE RED BOXED AREAS.
Total Fee $ 3
Health Dept.
TYPE OR PRINT ONLY
Approved forCO.T_ SIGN ON REVERSE SIDE.
Addltional Cost) $
TO BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT
The undersigned, hereby applies to do work according to the following specifications:
Job Location Pobume C'/44d.,'G* Lot No. Side of Street ? Zone
Applicant Tel. # SAI 4S
Address P,0 Box s1:1 Zip Lic.#
Owner SO.WIROMR, CT 06074-061 STY
address
STATE
Architect 1nfiQddress_f[. - fi C 07/
Sire New Area: Ft. Front Overall y Ft. Deep Overalls Total Area `10 ' #Garages
i Lavatories
Size of Lot 1 3 i SF Dist. from Street Line 9 Bathrooms Rooms 1st 3 2nd vrd
Purpose of this Permit
City Water 12"* Well 0 Septic 0 Sewer
Use Group Construction Type a/ ` ' S 1951
Approved by Date L BD1A 11/88
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.
k lE AF STRUCTION, INC
Signed
I
ft BOX 6!3
SO.WIND OR, CT 06074-0613
1 hereby apply for a Certificate of Occupancy for the work described in this application for permit.
Signed N, INC
DO NOT WRITE BELOW THIS LINE—SO MAIN
O. BOX 613
13
INSPECTION RECORD
Footing Framing
Foundation Fireplace/Chimney Insulation
Plumbing Permit# r4 Inspections:
HVAC Permit# Inspections:
Electrical Permit# Inspections:
Sprinkler Permit# Inspections:
Loot=oflob AFFIDAVIT Addtona1 Fee...
State d Coulnecticut
County of Hartford
ss
I of.... .. .A.. ........ Agent forbuilding e+eesed Cade:
ML
Permit No. ........22180 .............. issued by the Dept of Bu Wing of the Mmu ofSouth VWZrg duly swom make oath
and say that the actual cost of the completed work authorized under said permit dfd not exceed to most Current a=Z8 -y
value of $.$4,t 7 5.6.•.Q 0 r . . . . . . . . . . . . . .
Signed
D D.19 Q'Subscribed and sworn to before me this day of
Estimate Cost:3 7 4 0 5 0 0_ n o
Difference: s10, 256 . 00
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
95-22180-B 67,000
B01 FOOTING 04/20/95 JFH D 8'X4'DEEP OVER EXCAVATION
B09 OTHER 04/20/95 JRC ADVICE ON OVER EXCAVATION
B01 FOOTING 04/20/95 JRC A STAYED FOR POUR AT POINT IN QUESTION
B02 FOUNDATION 04/26/95 JFH A
B03 FRAMING (ROUGH) 06/02/95 JFH A
E01 SERVICE 06/05/95 JFH A RELEASED
P03 ROUGH 06/09/95 JFH D MODIFIED TRUSS PROBLEMS
B03 FRAMING (ROUGH) 06/13/95 JFH A
E03 ROUGH 06/13/95 JFH A
P03 ROUGH 06/13/95 JFH A
PO4 GAS TEST 08/17/95 JFF A
B10 FINAL 09/27/95 JFF D DECK OUTLETS CELLAR GFI
B10 FINAL 10/16/95 JFH A
95-9572-P 3,000
95-9207-H 3,000
95-13456-E 1,500
Total Est Value 74,500
Dwelling 1,515 61,993.80
Basement 699 8,667.60
Garage 308 3,819.20
Smoke Det 7 525.00
BOCA Value 84,756.33
Difference 10,256.33 I sn_ //D
SITE COMPLIANCE CHECKLIST
TOWN of SOUTH WINDSOR, CONNECTICUT
24 Podunk Circle LOT_# 5 Reviewed By /r Engineering)
MAPLE LEAF CONSTRUCTION Date Reviewed A9/B-9u Approved/Denied
PO BOX 613,SOUTH WINDSOR,CT Reviewed By. A44., anning)
BP # 22180 Ph # (203)528-2535 Date Reviewe o Liu— Denied
Date Submitted 10/17/95 FOR C o 0 **m**
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/
b. foundation drain
c. electrical & telephone
d. water
e. other
5. Sewer connection charge paid
6. Appropriate certification Li yr
7. Bonding
8. Planning & Zoning/
Inland Wetlands Considerations
Sewer Permit No. Gees
Pavement Excavation No.
COMMENTS:
SITE COMPLIANCE CHECKLIST
TOWN of SOUTH WINDSOR, CONNECTICUT
24 Podunk Circle LOT_# 5 Reviewed By.&" 47, (Engineering)
MAPLE LEAF CONSTRUCTION Date Reviewed Appro ed
PO BOX 613, SOUTH WINDSOR,CT Reviewed By t '1 annin )
BP_# 22180 Ph_# (203)528-2535 Date Reviewed Rio pprove enie
Date Submitted 04/10/95 FOR BUILDING PE
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. 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, etc.
4. Plot Plan at 1 " _ 4-ev^ 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. _ElRvations of gravity drainage systems, sanitary
foundation rai at the house ang the street
g. Tentative utility location (gas, water,
electric, se.^tj em, 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 :
t t: 11 l c
ENGINEERING South WindsorCORPORATION
LETT
BUILDING DEPARTMENTE2OFTRANSMIAL
To:
Attention:p Date:
GENTLEMEN:
WE ARE SENDING YOU Attached Under separate cover via the following itemsShopdrawingsPrintsPlansSamolesCopyofletterChangeorder
SENT TO US 8Y:
COPIES DRAWING NO.
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
For approval Approved as submitted Resubmit copies for approvalForyouruseApprovedasnotedSubmitcopiesfordistributionAsrequestedReturnedforcorrectionsReleasedforfabrication
For review and comment
REMARKS:
Copy To: Signed: —?tL"
MANUFACTURERS OF ROOF 3 FLOOR TRUSS SYSTEMS 181 Go dwin St. P.O.Box 51027 Indian Orchard,Mass.01151 T 1.413-543-1298
TRUSS ENGINEERING CORP. LAURENO, OAK MEADOW TY A-2 LOT#2 WO#19549
LUMBER SPECIFICATIONS (NOS 199t) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane. knots or other defects
Too chord: 2X 4 l650f-1.5E SPF MSA 1- 2 - -2099 1- 6 a +1854 2- 6 - -476 shall occur in plate contact area.
2- 3 - -1562 6- 7 - +1297 3- 6 - +497 where no rigid coiling is applied
Btm chord: 2X 4 1650f-1.5E SPF MSR 3- 4 - -1562 7- 5 - +1954 3- 7 - +497 directly to the batton chord. it
webs 2X 4 Stud SPF 4- S - -2099 4- 7 -476 shall be braced at intervals not
exceeding W-0'.
rn
8 9
3X6(Spl)• 3X6( pl) •
Tan12 i2 4
1.5XA• 6 Q6 1.5 0
3hi
Xb3
Ito
I
3X4
5X5w/spl-
6 s
SC' E
26 6
P%134B
Pw1348
PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CON OR
Connector clues shall be Mods troy N gwgm&-so ISTM ia 7mb-M PrIft nos-aioaso N111111 L 0 A D 1 N G CT Designer: CJP
galvsnitad still. Plates snail of wall"to both lase,of truss at seen Joint. Where
oimensidhs are riot snort place Plates sy"trically scout tna Joint or a 1n0iatao , C' ^4'j CRITERIA TPI Scale: 1/40•1'
by ei*cis (al. Cutting one faoricstleh Snell os accomplished using souiomant whirJh f f r
will oroaucs snug titttno Joints one Pully 900110a0 plate$. Uie design efshuass that Z , s f Top chord 35.0 + 7.0 pSf OATS: 04/ 4/9"
trio compression too twice is continuously graced by the roof onsethog. Only bers.nsnt y 4
structural orscino recuired of individual Muosra to noted an this assign. Trusams Pori ti Stm chord 10.0 ps f Check by:
es danWous and can cause omansa ales personal inlhiry it improperly installed and/or * :
Prase$. Persons erecting trusses are advicae to seax professional movies rogardins 2 ; o. 9897 m• = Total Load 52.0 ps f version: 6.3
um"a" friction bracing which is always raduired to prevent tooeling mad aominoing. V
bracing snow„On this growing is NOT ERECTION LRAC114. Asfer to;WACleo wPoe TXJSKS: Fs/STEIt ? Duration factor 15.0 X Drawing No.
C~YAAY AMc JECOMENUTiOW as ftellsnad by the Truss Plate Institute for industry
tender= in oreeting trueees. MID is located at m waratrio Drive suits 200.rS/pNALE va` spacing 24.o" C.C.
J5g00editor.el "7111 Tal. jaW 833
TRUSS ENGINEERING CORP. LAURENO, OAK MEADOW TY A-2 LOT#2 WO#19549
LUMBER SPECIFICATIONS (NOS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane. knots or other defects
Top Chord: 2X 4 1650f-1.5E SPF MSF1 1- 2 - -1709 1- 6 • +1507 2- 6 - -361 shell occur in plate contact area.
Btn Chord: 2X 4 1650f-1.5E SPF MSA 2- 3 - -1440 6- 7 - +5058 3- 6 - +482
3- 4 - -1440 7- S • +1507 3- 7 - +482 Where no rigid ceiling is applied
Webs 2X 4 Stud SPF 4- 5 s -1709 4- 7 -361 directly to the bottom chord, it
shall be braced at intervals not
exceeding i0'-00.
i 3
4 4-
i.S4 i.5X
12 12 Q05 Q6 2xT•iri 2K6+
w w
Ln
3X4-
SX5w/spl-
5'-9 5,-2 lie' 5'-2 7/e' 5'-9 I/s•
i s -o• a-o' m e•-a•
22 -0
PP1114 A=1114
PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR
connector olates snalt be saill fror po gaup.trade A ASTM (A446-721 furlm not-aioostl 111i/Nl//
gelvanizaa steel. vistas tnall as avoi3ev to noun races of true at sacs joint. !mars C L 0 A D I N G Designer: CJP
oianmioftr are not shown. piste glazes syssutrically aoost tam)Dint or a lndicetetl GG -•-' CAITEAIA : TPI Scale: i/4'i'
tly circles lol. Cutting sno fabrication sne11 to sccoeptianetl using eauiawt retch v, A • rl i
rill brdouce snug fitting joint$Ina fully eamdtlea Olotss. 71118 tlssign"Most tnot Gtnaeosorssstonteaca1r0iscontjnuowlybrace.by tnm roofnaanestnine.Only osrnsnt Tap chord 35.0 + 7.0 psf DATE: 04/
v!+ a .•t
structural brocvv reoitrea of individual aNW$ to noted a+ this melon. Frussss to Btm chord 10.0 psf Check by:
oa aw9sroum mho:an come a~ano parsonal injury i1 leordosrly installas and/or NO. 9897 'fireeetl. versons aracting trusses om savleetl to same profswjonml aovics raearoing 1 = Total Load 52.0 p S f Version: 6,3
tanwirry erection bracing wnun is otwaym reouir" to orsvant towine and Damming. O ty
racing snow on tnis areisuM is NOT EAECT3G11 PACING. Oster to:'iRAC1+6 ir000 TRUSSEt •a'/$TERM;% Duration factor 15.0 X Drawing No.Coww.mTmy AND AEC0wV=Tl04'as bw1wea ay w Trun Place Inatjtuts for euin
s910114d ' clt trUS S.Sim) 15 located at W3 g'Onofrte Orivs. Suits 7 S/O AILL `Spacing 24.0" O.C.
on MI 971g ie
TRUSS ENGINEERING CORP. LAURENO, OAK MEADOW TY A-2 LOT#2 WO#19549
LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane. knots or other defects
Top Chord: 2X 4 1650f-1.5E SPF NSA 1- 2 0 1- 3 0 2- 3 -195 shall occur in plate contact area.
Stm Chord: 2X 4 1650f-S.5E SPF NSR
Webs 2X 4 Stud SPF
1
E
2
1. 4a
U
g
r ID
1
Ion
5,
3'-6"
A-225 A 225
PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR
Connector Plats$mall oe seas trail 20 gauge Grade A ASTM (A446-72) Print. not-GIONO 111111f 1/i
gelvanUed etas). Plata anell Ps eoPliad to both#ataa of trust at own joint. $hero 10 CQ L 0 A D I N G Designer: CJP
dteehslonl are not shown. Plebe olstaa synnetric$Ily aoout the )otnt or u inditatad CAITEftIA TPI SCS1@: 1/2.•ioycirclet (a) Cutting and faorlcatton"IL ba&CCOM118nld using equloeent wntcn /' f' ,SWillWCOUClonugfitting )dlnta Ina fully esasddeo Plates. Tnts design $alum&• that Top chord 80.0 t 7.0 pat DATE: 04/ / 5thecoweteiontoochdroIsContinuouslyeraCod0ytnarootslumming. Only permanent col, 0 C%
structural Orating rsouirad of tndiviatral aemaera to noted on this oeston. Trusses can
Do dangardw and can cam due"and oarsonal injury if iiproperly installed and/or # :z J et51 chord 10.0 pat Check by:
oraced. P&rt0na sracttng trussu art adYlted to uM pr014411onal advice regaroing 9897 -/o it Total Load 77.0 pat Version: 6.3tsaportrYeretttonorscugwhchleelwaytreduiradtoPr$rMt to00iing and doainding. 4
grating shown an this drewtng is NOT ERECTION!RACING. Refer to:*&WIMG W=TRU AM Q ip l
CPweaAAY AND RECOMMEMATIMd' as duellened by the hula Plats Institute for Induatr F -../STEa,f 4' Duration factor 45.0 X Drawing Na.
vt~de
53712 T1,
trustee.
sU Ol it located It 503 O'Onorrtd Crire. Sett.Roo. ONAL`,Spacing 24.0" O.C.
TRUSS EINGINEERIN(I CORP. LAURENO,OAK MEADOW TY A-2 LOT#2 WO#19550 F-2
MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chards 1/2'
LUMBER SPECIFICATIONS (NOS 1991) 1- 2 . +0 15-16 +1125 1-15 - -60 8-22 ' -122 at midspen.
Top Chord: (1)4X2 21DOf-i.BE SPF MSR 2- 3 -2139 16-0 - +3131 2-15 - -1624 9-22 - +275
8tm Chord: (1)4X2 MOf-i.SE SPF µSR 3- 4 . -3922 17-19 - +4692 2-i6 a +1609 9-23 • -515 NO excessive crane. knots or other defects
Webs : (i)4X2 Stud SPF 4- 3 -5250 i6-19 +5607 3-16 - -1577 i0-23 +547 shall occur in plate contact area.
Except as Hated)5- 5 -6152 19-20 - +6475 3-17 - +1255 10-24 - -869 **CONTINUOUS 'STRONGBACK" TO BE FIELD
6- 7 -8525 20-2t +6704 4-i7 - -1223 11-24 +901 APPLIED, OIAECTLY TO THE BOTTOM CHORD
WEB 1: (2) 4X2 Stud SPF
7- 8 - -5654 21-22 - +6704 A-16 +901 11-25 - -1223 AT INTERVALS NOT EXCEEDING 10' 2X6
MEB 25: (2) 4X2 Stud SPF
6- 9 - -6654 22-23 - +5476 5-19 - -869 12-25 +1255
9-10 -6152 23-24 - +5607 5-19 - +547 12-26 - -1577 AT VERTICALS EN I IN THE SHAPE
10-ii - -5250 24-25 +4692 a-19 -515 13-26 - +1609 OF AN L BETWEEN PAA1NELL POINTSO
11-12 - -3922 25-25 +3131 5-20 - +189 13-27 - -1824
12-13 - -2138 25-27 +1125 7-
21 - -
156 14-27 - -60
13-14 - +0
14'-i i/2"
1 -O•+
12
12'-10 1/2'
13
0 O O& 3O. 4X5& 5X90SX6- O
3X4- 4X4 O SO 12 i.5X4e1.5X4-
1.5X4-1.5v"' 4
v 3X4- 1.5X41 3X4- SX6-
6X9- 4X6-
EEL—OD
r
3X4- 4X4& 4X6- 5X9-
6X9- 482 26
4X6&
1a 5X6- 3X4-20 1.5X4 22 3X4-24 26-
i5 Q 19 21 23 25-
1
3/a' 1'-f _3 /•
2'-9'2'-6'2'-6' 2'-6'2'-8' i -3 3/ /2il 11
N
2'-5 3/4, 2'-V 2'-8 2'-6"
28 P 1506
R 1508
FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE:4X2 FLOOR TRUSS
PLATE: MITEK J11urfrrrJ L O A D I N G Designer: CJP
r,oirwctor Dlstas snsil ve Nos free 20 Pugs Area A AST% 1f•+4-7tl Prim, hot-dipose
Is steel• plat"snail Ds Woltao to oath feces at taus at soon joint. rears `` rj GQ
oiaonetone are not anoim, olaee slates sysnatricallf oocut the 3oint or ss Indicated 4- --•..CRITERIA : TPI Scale: 1/4 i
by .cities (al. cutting and faoriCltion!Hill be aeosglranad using.o7rtpntAt"mien !`v'', E j/''
Will o We@ eiaro fitting ]Dints aria fully a oodoes oistes. Into"sign assunu tnoc Top Chord 40.Q + f0.0 Dsf DATE: 04/ 4/95
CM cpaprgsl0 r COp CnOra to COntlnuOuaIV braced 0 the roof sfwathing. OhIY wftnsnt ( .Q i
structural gracing rsauires of indiviousl swears is notes on tnia eo1Ah• Id an eonm,BtM chord 5.0 psf Check by:
os aongorew one wn csuw aanegs end film al u+lurY if InDroperly instal end/gr 9S97 . Total Load 55.0 psf version: 6.3
DryCeQ, Persons.rooting trusses are e0riced to etek orafsuional advice raperding
r • Z=
to"Iff.. y arettion ofaCu+g idiiCn 37 a]aIs rewired to prevent toppling and wainging Q Drawing No.
er,Dino,no,Dn cni.ore iho 1. Nor ENcTla+a+Actfa. afar co:•.rigor".woad Tpu sFs F S A% kr s Duration factor 0.0 X
eracCONi TT Ar Igo ggCDistfDATI01r5' s1 ouoiisnso oy the Truss Plate Institute for industry t.\
vv
1
stenoaros in erecting trusses. (711 is IOC/Las at se!O'Onofrlo Dr ire. Suite Z00,r1QNA Spacing 24.0" O.C.
Madison nI 52719 tei' loom 123-5m
TRUSS ENGINEERING CORP. LAURENO,OAK MEADOW TY A-2 LOT#2 WO#19550 F-6
LUMBER SPECIFICATIONS (NOS 1991) MEMBER FORCES FROM LEFT TO RIGHT Comber top and bottom chords 1/80
Top Chord: (1)4X2 1650f-1.3E SPF MSR 1- 2 - +0 9-0 +442 1- 9 - -60 5-12 - -143 at midspan,2- 3 - -750 10-11 +1037 2- B -717 5-12 - +214
8tin Chard: (I)4X2 MOf-1.5E SPF MSR 3- 4 - -1175 11-12 - +1175 2-10 - +48B 5-13 - -455 No excessive wane, knots or other defects
webs . (1)4X2 Stud SPF 4- 5 - -1175 12-13 - +1037 3-10 - -456 7-13 - +488 shell occur in plate contact area.
Excavt as noted) 5- B -1175 13-14 - +442 3-11 +214 7-14 -717
WEB 1: (2) 4X2 Stud SPF 6- 7 - -750 4-11 - -143 8-14 - -60 **CONTINUOUS `STRONGBACK" TO BE FIELD
WEB 12: (2) 4X2 Stud SPF 7- 6 - -0 APPLIED, DIRECTLY TO THE BOTTOM CNORD
AT INTERVALS NOT EXCEEDING 10' 2X6
AT VERTICALS OP, (212X4'S IN THE SHAPE
OF AN L BETWEEN PANEL POINTS
5'-4 112'5'-4 1/2'
0 0 0 0
i.5X4•i,5
U,•
O i.SX4 r®3X4•ZO r
3X4- t.5X4 s 3X4-
s
m1
3X4-4X4-
4X6- i0 4X4- Q 3X4- 4X6-
O 11 i3 14
I
2'-9' 2'-5 3/4' V-6 1 2" 2'-6 3/4' 2'-9' 1
12l-2"
F - 837 A S31
PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS
connector Gists$Small as sea from io yuoa Gran A AM (,we-M Prime. flat-apatl 1 11111!!If!!/, L 0 A 0 I N G
palvanstao*Seel. vies.&shell of eopl aa to astn Ncee of trwa at each loins. where `I CO Designer: CJP
Q,ainliu j notCstrwown, ane hoaw riatso15 ntna,to 1 ceoapt,>hro luafho quspaa
Be ncir+ien e e4-O ---- J
CRITERIA : TPI Scale: 1/4'1'
r
W311 Woeucg wwo fatting loins aria fully seosedso plated. Tait design assumes tnet 7C Top chord 40.0 + 10,0 psf DATE: 04/ 4/95
ins cowession top charm is csntuwousiv areced oy trio root mnsat03ng. only p mwwnc h .0
structural orating radwirad or uvividual.smarm is notsd an this desan. Trusses can * ;Z Btm Chord 5.0 psf Check by:
p
ar
e angereua sna can cause asps and personal in3ury if improperly u»ta11e6 end/or
98 97aracad. Forams erecting trusses e"vseaa to owproraasional eovice regarding s Total Loaf 55.0 psf
torawary erection oraeuq which is always raouired to orerent toppling an6 sosinoing. iq ;
Version: 6.3
Bracing shown on this wow"it NOT EAECTIDN AWtW. ueftr td:WANK aaoo TRUMI: C/STE%:; i` Duration factor 0.0 % 0raking No.GONt1-XIAPr AND AECOi40"T10"'as du011ened ay the Truss Plata lhetitytt for tndlatr
standards u+*rooting trusams. 1fpi1 it laeetoo at W3 o'Onotric Drive. Suits Goo.isr`r/ONAL E Spacing 24.0" o.c.
disor.w1 53711 let: 16011 133-5900 4U If1!
TRUSS ENGINEERING CORP. LAURENO,OAK MEADOW TY A-2 LOT#2 WO#19550 F-5
LUMBER SPECIFICATIONS (NDS 1991) MEMBO FORCES FRM LEFT TO RIGHT Camber top and bottom chords 1/5'
Top Chord: (I)4X2 1650f-1.5E SPF MSR 1- 2 - +0 10-11 - +608 1-10 - -60 5-14 - +03 at oidspan.
Stm Chord: (1)4X2 1650f-1.5E SPF MSR 2- 3 - -1056 11-t2 - +1544 2-10 - -995 6-15 - -365
3- 4 - -1790 12-13 - +2034 2-11 - +759 7-15 - +402 No excessive wane. knots or other defects
webs 1)4X2 Stud SPF 4- 5 -2119 13-14 - +2119 3-il -727 7-16 - -727 $hall occur in plate contact area.
Except as noted) 5- 6 - -2046 14-15 - +2046 3-12 • +406 8-15 - +759 **CONTINUOUS 'STRONGBACX* TO BE FIELDWES1: (2) 4X2 Stud SPF 6- 7 - -1797 15-15 - +1544 A-i2 - -373 8-17 - -985
WES 16: (2) 4X2 Stud SPF 1- B - -toes 16-17 - +608 4-13 - +130 9-17 - -50 APPLIED. DIRECTLY TO THE BOTTOM CHORD
9- 9 - -0 5-13 • -78 AT INTERVALS N07 EXCEEDING 10' 2X5
AT VERTICALS OR (212X4'S IN THE SHAPE
OF AN L SETWEEN PANEL POINTS
7'-10 1/2" M 6'-7 1/20 can
9
o 4
1.5X4 4 1.5X4-
1.5X4-1.5 / O 6 06
4X4- 3X4- 04- 4X4-
m
3x4- 1.5X41 4X4-
I
4X68 4X4-12 4X4- i4 3X4-
0 1 18 i® 4X6-
17
2'-6' 2'-6' '-3 UAL-7 1/ ' 2'-5 3/4• 2'-6'
2'-4 2'-6' 2'-6 34
6
77 2s -3 / 2'-6'2'-4-
0 if
fl - 64B A - SQ
PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTPJWOR TYPE; 4X2 FLOOR TRUSS
ConnaCtor piataa anal] to sWo from 30 9auW 4rede A ASTO (448-79l MtArL hot-01009d 01` Cl; L 0 A D I N G Des igner: CJP
peivani3a0 atae] plates ASAll Of aobllad to both faced of truas at"On loin!. whlr'a ,`
isensiona rare not shown. oloco plates sya"Crica]ly&OWL tress ]Sint or as andicatad , Cf CRITERIA TPI Scale: 1/48•i
Sy circles (o). rutting and fooricataan snail of aaccawlisw w aausing141ulont which
wall O"Ouca onug fitting joints one fully aa000ded plates. This design"sums that `h0 n
Tap Chard 40.0 + 10.0 psf DATE: 04/ 4/95
tha cosarsaalon too Chord is contanueualy orac"sy tna roof sneatninl. only parnan"t r
structural oraclnp raauireo of inairaaiel suoart 1a notes 00 this aeai9n. Truss con * : .
9 m, f Stm chord 5.0 Psf Check by:
oa aanp rVa am Cori Cause ULT499 and Perswol injury if $Waverly installed snd/or S f
slat". Pomona araet np trues$$$are spiced to nak professional advice fo9ea'ding qr Total LOBO 55.0 pSf Version: 6.3
te•oerory er%Ctlon oraaing which is always reouirea to prevent t000lina and ddatra Ming.
Sreciap wmn on teas drawing is ND?ERECTION SIMC a9. ftefor to:'@W?Ns MODO TrAnKt r --.--_ -• Duration factor 0.0 X Drawing No.
CC NTAfr1AW AEt NUimAO• ,TPI01a 1AOca OY
ate0 At TrustDPlot* tO Drive.
for
oite ust" ' "MAL
y
w
wo isor.xi 97:9 r.l: (awes =-S90o r SpacingiIlg 24.0 O.C.
TRUSS ENGINEERING CORP. LAURENO,OAK MEADOW TY A-2 LOT#2 WO#19550 F-4
LUMBER SPECIFICATIONS (NOS 1991I mEmSER FORCES FROM LEFT TO RIGHT Camber top and bottom chords 1/90
1- 2 . +0 9-10 +455 1- 9 - -Q0 5-12 -1'S8 at nidspan.
Top Chord: (4)4X2 1650f-1.5E SPF 14SR 2- 3 . -776 ID-11 +076 2- 9 - -73S 6-12 +236
Btm Chord: (1)4X2 i155of-1.5E SPF NSR 3- 4 . -1230 11-12 +1230 2-i0 +509 5-13 -477 No excessive wane. knots or other defects
WBOs : (1)4X2 Stud SPF 4- S -1230 12-13 - +5075 3-10 - -477 7-13 +509 shall occur in plate contact area.
Except as noted) 5- 6 - -1230 13-14 - +455 3-SS +235 7-14 -738 **CONTINUOUS "STAONGBACK' TO BE FIELD
WES 1: (2) 4X2 Stud SPF 6- 7 • -776 4-il -i5e a-i4 - APPLIED. DIRECTLY TO THE BOTTOM CHORD
WES 12: (2) 4X2 Stud SPF 7- a • -O AT INTERVALS NOT EXCEEDING 10' 2X6
AT VERTICALS OR. (212X4'S IN THE SHAPE
OF AN L BETWEEN PANEL POINTS
t
1'-8 5X
5'-4 1/2' 9 5'-4 1/2' cm
o1 3X4• 1O4 t 3X4 B
1.SX4 a 1.5X4-
3X4- i.',5X4 s 3X4-
3X4- 4X4-
4X5- S0 4X4 i2 3X4- 4X6
O ii i3 8
1 _6• 2•-6• t -10 1/ -3 4' 2'-6'
2'-6 3/4' V-10 ! A 2'-6 3/4" 2'-9•
12'-5580
A •04
ATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE:4X2 FLOOR TRUSS
PLATE:
connector olstas mall no Ma free 20 aauso iron A AsTM U4m-m Prim not-iloosd lltlllffl)/!' 0 A 0 I N G assigner: CJP
palranisso scasl. Plats ons11 De 800116d to Dorn rats of truss of ascn lolnt. te+era E C O
Oleansiorts ore not$flown. olacs plates syaeetric.11y NOWt tM Joint o•as Jheiestad ` ,.-----CRITERIA : TPI Stall;: 1/4'1'
ay circles bl. trccinp v+a fssrleotlen malt os accomlisned using aouloMnt amen O E• A 7'
Top chord 40.0 + 10.0 psf DATE: 04/ / 5
proaucs awe fittiho Jolats and filly asoadaso plates. Thee 00410n assuen teas
the aprcoosslon too chard is continuously arecad by in*root sheathing. only oarnnent h 0 St11 Chord 5.0 psf
structural oracui0 rawzr*s of u-41viousl POMP$ la noted on this oeelOn. Trusses can •Z a Check by:
a,aohoeraus and eon COWA du"" and personal u Iury it isoroprly installed sad/er * :4 9897 * = Totes I Load 55.0 psf
Drub. Persons reCtina truNas We esvicss to stew professional souks repardirq -0 Version: 6.3
tenow"sroctim oracme waxen is always Moutred to orevem tolaslins and coemme.
erselao snot"on this drwino is NOT[Mr,TIar MOW Rotor to:*NWIN0 rood 7XXXI: ,s/STEM,\` Duration t ac tof' 0.0 % Drawing No.
COICmEMTmWANDFEpe"TI0Ms' as DYO11sne0"tns Truax Plate institute far industry
Spacing 24.0' O.C.0stuveraamlectinotrusses. fTFII is located at Ss3 vanatrto drive. suite a00. r
raaison VT 137t9 Ts I: 40111 u> WOO fllflii fll\t
TRUSS ENGINEERING CORP. LAURENOrOAK MEADOW TY A-2 LOT#2 WO#19550 F-3
MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chords 1/86
LUMBER SPECIFICATIONS (NOS 1991) 1- 2 - +0 9-14 - +451 1- 9 - -50 5-12 - -153 at sidspan.
Chord: (i}4X2 i650f-1.5E SPF 9SR 2- 3 s -757 so-it - +1063 2- 9 -731 6-12 • +229
TapToo
Chord: (1)4X2 1550f-1.5E SPF NSR 3- , -1211 ii-i2 *1211 2-10 - +502 5-13 -470 No excessive want. knots or other defects
WBtmebs 1)4X2 Stud SPF 4- S - -1211 12-0 - +1063 3-0 - -470 7-13 - +502 shell occur in plate contact area.
5- 6 - -1211 9-14 - +451 3-11 - +229 7-14 - -731 xeCONTINUOUS 6STR068ACK' TO BE FIELD
Except as noted)
6- 7 - -757 4-ii - -153 5-14 - -60
WEB 1: (2) AX2 Stud SPF APPLIED, DIRECTLY TO THE BOTTOM CHORD
WEB 12: (2) 4X2 Stud SPF 7- a - -0 AT INTERVALS NOT EXCEEDING 10' 2X6
AT VERTICALS OR. (2)2X4'S IN THE SHAPE
OF AN L BETWEEN PANEL POINTS
1 3/B'
5'-4 i/2• 5'-4 i/2'
O 3X4- 1.5X4r 3X4TV
1.5X4.1.5X O O 1.'3X4 a i.5X40
3X4- 1.3X4 t 3X4-
00
i
3X4- 4X4-
4X6- i0 4X4- 3X4- 4X6-
O ii 13 14
3 a '-66 7/81'-3 d' i'-6'
P'-9" 2'-6 3/4'-4 7
3 82N6 3/4"
1
p •
Cm-
64e A 618
PLATE. MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE:4X2 FLOOR TRUSS
GOnnsctr Plates snarl as Mot fpos 20 saint"on A ASTM IA446-721 Prune, not-dldoso li11fl/l////L O A D I N G Designer. CJP
galrsni=to stall pistol o+all oe aeollse to both faces of truss It esan ld,ht. rhsn \\\
t\"
C C O
olasnsloM are not shorn. clace plate
son snsl ealaccosout tres lOLnt or
ug hq raas Inakcstan `` `O-C'"
E,- f
ITERIA TPI Scale: i/4•-1
i
or eereles lei. Cutting Top chord 40.0 + 10.0 PSf DATE: 041 4/95
will produce owl tittwo joints Ana fully eebassed Olstes. Ines assign sssvens rust
tut codoression top chord is continuously raced bT the roof sheathing. only oresnsnt .O t + 9tte chord 5.0 psf Check by:
atructurai OraC94 rtduired of SndIVIOU61 M80WO is noted On%hie Aston. Trusses can i
as s drous and can mse ou he+age s personal injury if tenroarly installed ono/or
no 9897 S Total Load 55.0 psi Version: 6.3
orscsd. persons erecting tresses rs advtcss is sass protasnohel adYict ragarstf a •
tespdr'ary trlttlon OrKvq which to slwsys radulred to oreva+R to"ling ono dominoing.0
racing shown an this drawing is NOT ENCTION!RACING' Rdfer to:'Gt AC1Nd wood TWAKS 'C/STE Duration factor 0.0 X Drawing No.
CpsrENTApv AIO RfCOKWATrOW, as DUeilsnad by ene Truss Platt lnstltuta for industry
stanoerds in erecting truass. (TPII is located It 5n a*onoirio crlve suite M.S 0NAI. \\Spacing 24.00 O.C.
Mtotdon 91 93719 Tel: (Fool 933-OM 1
nI 1
ILI
TRUSS ENGINEERING CORP. LAURENO,OAK MEADOW TY A-2 LOT#2 WO#19550 F-1
MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chords 1/8'
LUMBER SPECIFICATIONS (NOS 1991)i- 2 - +0 11-12 - +594 1-11 - -50 6-16 - -. 2 at sidspan.
Top Chord: (1)4X2 1650f-1.5E SPF MSR 2- 3 - -1261 12-13 - +1809 2—it - -1125 7-15 - +275
Btm Chord: (1)4X2 1650f-1.5E SPF MSR 3- 4 • -2153 13-14 • +2477 2-12 +901 7-17 • -515 No excessive crane, knots or other defects
Webs : (i)4X2 Stud SPF 4- 5 - -2597 i4-15 +2705 3-12 -859 8-17 • +547 shall occur in plate contact area.
869
Except as noted) 5- 6 - -2655 15-16 +2705 3-13 +547 8-18 - +
901 **CONTINUOUS 'STRON68ACK" TO BE FIELD
wEB 1: (2) 4X2 Stud SPF 5- 7 - -2655 IS-i7 +2477 4-13 - -515 9-SB • +90i APPLIED, DIRECTLY.TO THE BOTTOM CHORD
NEB 17: (,2) 4X2 Stud SPF 7- 8 • -2153 17-iS +1809 4-14 : +189 9-12 - -1125 AT INTERVALS HOT EXCEEDING 10' 2X6
8- 9 -i26i 18-19 - +594 5-14 -158 10-19 -50
AT VERTICALS OR, [212X4'S IN THE SHAPE
9-10 0 5-i'S +12 OF AN L 9E1'1+IEEN PANEL POINTS
1
9'-i i/2' 7'-10 1/2'
7 9
O 3X4- 4X4. jO• .n 4X5 !0
1.5X4-i.SX O V 1.5X411.5X4-
4Xa- 3X40 1.5X4a 3X4•
as
1
4X6- 3X4- 4X4- 4X5-
4X6- i2 3X4-4 1.5X4 3X4-18
ii 13 Q 4X5-
2'-fi 3/4' -t t3 d' 2'-6'2'-6' t'-6.
3 W-1 Z 2'-6 314 2'-b'2'-Q'
181_ON
A• 958
R - 958
PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR
T
TYPE:4X2 FLOOR TRUSS
alranct:rplot"lot".She,,DsanMW frog 20 gouge otn,at.asef tw4i srt4. natmt-oi ; ````tl O t,,, 0 A Q i N G Des iflnBr: UP
g
n
CRITERIA . TPI Scale: i/4'i'
almensions are not shorn, sloes plats•1y"*trhCally @bout tM joint or Y indicated , t-
by circles (ol. Cutting ins faonc etton shall oe BccoBpl1a11ad wing aautaBBnt ~than :Al ;*I
E'
Top Chord 40.0 + 10.0 05f DATE: 04/ A/9
11111 arown awo fitting Mints end fully @MOO a elates. inla oeehon aaet++aa that `!;C1 G
the coaress3en too cnore 1s coettnuowly oruad ray the not rwatnhno.only aermnsnt
BtR) chord J.O p9f Check by:
structural croetn0 rdouired of ind1YSOWl MSO.rs 1e noted On &Atr assign. Trusm can ` ;Z
ae dongsrsus and tan cause dosage and Personal lnlwry if isoroparly tnatalled and/or M 9897 55 0 psf Version: 6.3
drsted. Parsons erecting trusaw Bra$tivlcea to$ask professional advice r2waino 4 Total Load
CBaporary erectionbrac"whim is alrays reouhrsd to Oravent topohnq Bea munaing. `
iraolno shorn on tnla oraring is NOT ERECTION BRACINg. Rsfar to:VAC1Ng ON TA17.'SFS cl$TES,% Duration factor 0.0 x Drawing No.
CW#WK1AAr AND pfCgmKMATIONS' of a1ro11ited 0y tna buss Plots lnstltVte for ttoustry
sta rndds sn eracting trusts. ITPIj is located at e13 D'otofrlc Drive.Sv1te fl00. jS/ONAL` Spacing 24.0" O.C.
Magnet Mi 5371s Tel: 16081 833-liege
TRUSS ENGINEERING CORP. LAURENO,OAK MEADOW TY A-2 LOT#2 W0#19550 G-1
LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT Ceeiber top and botton chords 3/0'
Top Chord: (i)4X2 2100f-i.BE SPF NSA 1- 2 +0 16-17 - +1295 1-16 -60 8-23 - +i28
2- 3 - -2404 S7-16 - +3652 2-16 - -2099 9-23 - -605 et sldspan.
Bin Chord: (i)4X2 2100f-i.EE SPF MSA 3- 4 - -4519 18-19 - +556d 2-17 +1888 10-23 - +575 No excessive pane, knots or other defects
webs 002 Stud SPF 4- 5 - -6308 19-20 - +7030 3-17 -i856 10-24 - -884 shall occur in plate contact area.Except as noted) 5- 6 -7551 20-21 - +8050 3-18 - +1534 11-24 - +912 **CONTINUOUS "STAONGBACK' TO BE FIELDWEB1: (2) 4X2 Stud SPF 6- 7 -8413 21-22 - +8413 4-19 - -1502 11-25 -1234
WEB 15: (2) 4X2 Stud SPF 7- B - -86BO 22-23 • +6680 4-i9 - +1180 12-25 - +1265 APPLIED. DIRECTLY TO THE BOTTOM CHORD
WEB 26; (2) 4X2 Stud SPF 8- 9 - -8767 23-24 - +8539 5-19 -1148 12-26 - -1588 AT INTERVALS NOT EXCEEDING 10' 2X6
Conc Load @ Jt 9 500 9-10 -8767 24-25 - +7408 5-20 - +826 13-26 +1620 AT VERTICALS OR, (2)2X4'S IN THE SHAPE
10-11 - -7983 25-25 - +5834 6-20 - -723 13-27 - -1942 OF AN L BETWEEN PANEL POINTS
11-12 - -6531 26-27 - +3513 6-21 - +559 14-27 - +1974 GIRDER TRUSS MUST BE CONNECTED WITH12-13 - -4834 27-28 - +047 7-21 -405 14-28 - -2184 ANGLE CLIPS. 24'OC TOP 48"OC BOTTOM13-14 - -2590 H-22 - -245 15-28 - -60
14-!5 - +0 SO AS TO ACT AS ONE UNIT
COMPLETE TRUSSES PEOUIREU
1'-5 1/2'
12'-10.1/20 - 3'-8'
Oi O O 2X4s
1i U 1.5X461.9x4-
4X4-
4
3X4-
6
1.5X4 i
B
3X4
i2
4X4-
14i.5X4-1.t316/ O O JC0 a O
4X6- 4X4- 3X4- 4X4- 5X5- 4X4- 4X8-
CrD
1
4X4- 3X4- 1.5X41 3X4- 4X4-I 18 4X4 20 4X4- 22 4X6- 24 4X4- 4X6-4X6-4X6- 4X6-
16 i 19 2S 23 25 0
1
A,-6, 2'-6' 6" ?'-6" 6' ^3 t'l'-1' -5 t 5- 2'-6' 2'-v
2'-9'2'-6'2'-6'2'-6' 2'-5 314' t'-J' t -5 1 1'-11' 2'-6' 2'-5'
28'—on
A = 1724 a = I14!
PATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS
Connector plates mill lie soot frog 20 gouge Graft A ASIN (A44e-721 Prise. ndt-diPpeo 1011111111!/!r!1 L 0 A 0 I N G
gelvenirss steel. Pleas shall as scoliso i0 Both facts of truss at seen ioint. More `
1%,C0 Designer: CJP
aiasesions are not as . place olstas tywrtriemy snout I" Joint or as indiestad t .-- ice CFIITERIA : TPI
oy circle Jai. tutting end ftOrieetW Or-ILL Do eccm1asnes using aAuipsant r+icn SCd1C: 1/4 -1
Tilt Br&sues snug titttng Joints eno fully eso"000 Giotto. Tnas design astunes tnet = l,Top chord 40.0 + 10.0 psf PATE: 04/ 4/95wecoapresslontoochardiscOntinusualybreedoytherootsnaetntn§. Only ptrlWhMt
structural oratino squired of inoivaoual aesoers:s noted On title 0ee39n. meson tin * z Btm chard 5.0 psf Check by:0o dangerous and can cause chaos Ono personal injury if inprooerly installed and/or 9
Dram. Persona erecting truss"are advicoo to soak profeasionat advice regarding .. 1 • 9897 ' ; 40 Total Load 55.0 psftesporaryerectionorecingwhichisalwaysrtauiroetopreventtopplingenodoeinclAo. O i P Version: 6.3
lractng smun an title framing Is NOT EKCTION SPACING. Refer UK*WACIN6 soap Tf3SSM 4 /STE k '` Durat Jan factor 0.0 X Drawing No.CaW4tNTAAY AND PECONiEhmWOfxo as dualafted try the Truss Plate InetltUtt for ineustr - ---.' N
standards 11%ere ting trues el. TFIl is located at asi D'onotrte orive.Suite 200,o u`1 E Spacing 24.0" 0.c.
43"900I!ON 1 11.
1{1
RUSSM I CORP.- AMMO 0A1( MlEADOW TY:A-2._LOT#2 WO#19560 F4 m
an
MEMBER-'°F iCES'-RO I FFT-TO_RIG J- bottomL:UNtBEA SPfCI :.IC k_ =I-DIES fNHS i99 i_ - +4 9-io = +a2 i- g - -s+ 5-i2 = -i 3 Camber top and chums ve" jTo_c.lflr0: ti)_4x2:.:i650f-f_5E- SPF MSFR at miils-pdn..3 750" 40-1i s :+f037 2Y 9 _ --7 i_ f-i2-_ +21Agin-Ctio d: (1 4K2 :16 W:1:5t 5l'F -MSR 3- 4 - -1M_ 11--42- _ +i:1f5 2-10- +48B G1-3 =- -466 :No-excessive.wane. Oot-s -or -ether defects awetsil-4X! Stud SPF 4- 5 . -105 12=13 +037 3-16 = -456 7-13 - +488 shall -occur in plate contact -area. i LO
EInx"Pt =as. -noted). 5-- s -ii-?5 1-3-1-4 = +4A2 3-11 = +214` 7-14' _ -7.1.7
WEB 1: (21 -AXZ-Stud SPF 6- 7 = -760 A-11 = -143 B-l4 = -60 JINCONTINu0:i5- "-STROWSBACK' I4 BE FIELD F
WEB 12: (2) AX2 Stun SPF 7- 1 _ -a APPLIEQ: !DIRECTLY IU THE .80710M CHOM k m
A.T INTERVALS HOT EXCEEDING 10. M
AT VERTICALS OR, 121 2WS IN THE SHAPE
OF AN L BETWEEN PANEL POINTS
l
5"-4 112' i'-5 5'-4 1f-2"
OD
4L
i.5X4-1.-5
3X4 i.-5X4 r<3X4 B
p
3
3X4s_. I. 3x4- F
C° Do c s
3X4-4X4:e _ C
4XBr= t0 4X4 1 3X4- 4X6- Cif]
1i f3 14 m
I z
m
4S M"
2._6' '-3 j"-6 l -3 3 4' F-6- - 1'-E.z2'-6.3/4' p•-g'
R =_637 R = 637
PLATE: MTEK FURMSH A COPY OF THIS DESIGN TO-ERECTION CONTRACTOR TYPE:4X2 FLOOR TRUSS
t`MIKLdr ylstes_flell ne nadr Jroa 24 gauge irada A MK (M46-77) ftiee. rot-i(lweff L 0 A D I N -G e5 igllef: UP
ga)vMUZad steel.Plates.#all be AMURd td both tare3 of trues at each joint. mere
Corm Long err trot WVYA. glace ptetes vYendtricalty eesut the Tvint or as Indicated 3TEpl1C TPI Scale: f/4'=1'6y ttr[les lel. Outing en7 7eorttet aiisti be accsApl ished utir,r egeips:nt NRir
Ifi ll arodu:a rf4 f lti ing]pints ono•fully soaadodd plates. MIS Oee;ial-§stores that T0 0 chord 4 a_0 t 10.0 ps f DATE: 041 4/g5theCoV#-ejCn top thdrd is ca'YtlatiopSlti b•3CMd uy;tn0 roof 3M5at1009_Ogly pss sanern
Ateuxruial-4641tifb-reefiired.of indiridtial"moors'-is noted an tms 6eelgn. Trusses-cot- Btrtt chard 5-0 00
be danDa_ais a-d can cause.0""t end-perspat wiary.ii iepromrty Installed andldr leC dY' j
areteQ. Ae-son4•ardct ino-Pulses rt'e-*+c c.so- to sear prdfew jdna!arlsice regere LAO Total I_De d 55.0 ps f v er,inn: b,3tm-espdrer e tiareracing eitick is etwfs-r ftpptbod:10e0-to u"eve totog W4 ddeinoing. m
recant sPrrds cn tn,s dreirlRg is NOT MOMTOY 6HeG]RC.Aelar t o:'DRAGIN3 M790=RJ99ES Duration f aCtQP 4.0 !6 Drawing ND.COdtlENI .-AM0 FECJi]M*M0L ILhIs"rs-puolisw ay-tnr lruas-P1 to Instiwe for rndpstry1
standordc in erecting gruesss. OKI is tecota*at 513 b'ClYbfrio 13rive.DAte 200. Spat ing 24.B" o.r..
lH013®n lli-!i 7l9[4y: -IDOgI-d33-SOJ
1
i
Jane 12, 1995 lb
JN 12 1995
Mr. John Hogan South WindsorBuildingIMpediorBUILDINGDEPARTMENTSouthWindsor, CT 0 074
f
Dear John:
i
tits is in regards to
i
r conversation about thefloor trussesfor Lot 3, Oak Meadow, a,f,'
Elli on Road
Asfor the floor truss that has one ofthe vertices missing on the end of the trans,,I told Rene
Yellei cx to spike a 2 c4 on each face of the truss. The.truss only r9quires one vertical, so this
Wit be more than su,ff r lent to repair the truss.
I also saw that thephunber drilled a hale through the-lop chard of the truss. This truss is
over the end bearing mill, so the stress in tnir hwi
I abo told Rene to=d a vertical on each side of the hole and nail them securely. This will
suffice for this end hw, .
IfI can be offurther Tervice,,please call
i
Sincerely,
i A
I
Warren L Griswold
Pres&id
i
i
i
I
MANUFACTURERS OF ROOF#PLOON RUSS SYSTEMS 1Si Goodwilt S#. F:O:som-5io7 Indian orchard,Mass,olisi Tel. $-54342W
Z0 39Vd 9NI833NIJN3 ssnal Lb8Z-Eb9-EZb-t b0:9Z 966T/ZZI90
06/13/1995 11:55 1-413-543-1847 TRUSS ENGINEERING PAGE 01
I
1 I
June 13, 1995
U14 13 1"5
Mr, John Hagan South Windsor
Building PLnsector
13U LDING DEPARTMENT
South Windsor, CT 06074
Dear John:
This is in regards to the bent plates on the floorloor trusse for Lot 5, Clark
Meadow, offEllington Road.
The plates that were bent over by the plumber so he co ld run his pipes
through the webs, has no effect on the stress value ofthe truss.
Sincerely,
Warren L Griswold
President
WIG:iel
MANUFACTUNEpS OF N F i FLOOIR?MUSS SYSTEMS Itt oem1wln S#. P-0-9*:S1M2T ledisn rehard,MS"•Of151 Tol.412."2 M
06/13/1995 13:16 1-413-543-1847 TRUSS ENGINEERING- PAGE 01
r
June 13 1995
Mr. John Hogan
Building Inspector
South Windsor, CT 06074
Dear John:
This is in regards to the bent pates on the floorloor trusses for Lot 5, Oak
Meadow, offEllington Road.i
i
The plates that were bent over by the plumber so he could run his pipes
through the webs, has no effect on the stress value ofthe truss.
Sincerely,
00
4
Warren L Griswold
President
WIG:iel
MANUFACTURNRO OF ROOF i FLOOR TRUSS SYSTIRMS 181 Goodwin St. P.O.Box$1027 Indian Orchard,Ma".01151 Tol.413-543-12N
PERMIT
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT 13q''oL
i
Application is h reby : TOWN OF SOUTH WINDSOR
BUILDING INSPECTION DEPT.
APPROVED DISAPPROVED 1540 SULLIVAN AVENUE
i-/ Ad 644-2511 Ext. 230
r7ate ing Inspector Application must be printed or typed
1 . LOCATION OF JOB Awel
I 61* 5 Po6on,< Cirnle,
FEE 5CIIEDULE No . Street
0 - $19000 - 10.00 Floor Apt . No.
i Over $1,000 - 10.00
2 . OWNERper $10000 or
fraction thereof
r1X /_3. ADDRESS lU13
C r co V
4, APPLICANT C--) ) (-oox L{,C'I- > (-
5 . ADDRESSC,cahafl
Coo
6. ESTIMATED COST $
i
i 7 . IS THIS A CONTRACT COST
e
8. FEE ENCLOSED $ o j
9. TYPE OF BUILDING:
RESIDENTIAL COMMERCIAL
10. TYPE OF JOB :
j Original Installation
Alteration/Addition/Repair
i Rn 3A 11/88
APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side)
11 . LOCATION OF JOB pc)6
e\
r lse f
NO. 9TREET APT. NO ,
12 . TYPE OF INSTALLATION
13 . SIZE OF MAIN FEEDER V -
14. NO. OF LIGHT LOOPS 15 . NO. OF HEAT LOOPS
16. NO . OF POWER LOOPS 17 . NO. OF LIGHT OUTLETS
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 1 27 . TOTAL WATTAGE
28 . NO . OF POWER FEEDERS 29 . NO. OF SWITCHES
c
30. A/C LOAD 31. SIZE OF POWER FEEDERS_
32. NO . OF FIXTURES lU 33. TOTAL HORSEPOWER_
34 . NAME OF SUBCONTRACTORS AND THEIR TRADES
c---'(.r-o0x F-Jec-+fiL, - ' Jfr4fictan
35 . REMARKS AND FURTHER DETAILS :
new
a a 0
LICENSE NO.SIGNATURE OF APPLICANT DATE
PHONE NUMBER: LVL-/ " ,
V P CTOR DATE ' S~ TIME
LOCATION
INSPECTION: CODE: RESULT(D/A) :
BUILDING:
ELECTRICAL:
PLUMBING:
HVAC:
OTHER:
PERMIT NO.
DEPARTMENT DECISION APPLI CATION FOR
Application is hereby : PLUMBING PERMIT
TOWM OF SOUTH WINDSOR
APPROVED DISAPPROVED BUILDING INSPECTION DEPT.
644-2511 Ext. 230
at Building Inspector Application must be printed or typed.
1. LOCATION OF JOB:
P
FEE SCHEDULE 2. OWNER:
0 $19000 -10.003. ADDRESS: ,y, ` 1
o v
Over $1 ,000 -10.00
per $19000 or 4. APPLICANT:
fraction thereof
5. ADDRESS: v
i
6. EST. COST:
7. IS THIS A CONTRACT COST? 2!!25YYES N
8. FEE ENCLOSED: $D
9. TYPE OF BUILDING:
RESIDENTIAL COMMERCIAL
r10. TYPE OF JOB:
ORIGINAL ALTERATION
INSTALLATION ADDITION
REPAIR
BD 2A 11/88
APPLICATION FOR PLUMBING PERMIT (Cont. from Reverse Side)
lk
11. LOCATION OF JOB: 254 Aqv- &
GENERAL PLUMBING
r
12. KIND OF INSTALLATION: 17 13. SIZE OF MAIN DRAIN
14. NO. OF TOILETS STYLE 15. NO. OF URINALS STYLE
16. NO. OF BATHTUBS 16A. NO. OF SHOWERS 17. NO. OF LAVATORIES
18. NO. OF SINKS 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 31A. SIZES OF WATER PIPING & RISERS Z
32. REMARKS AND FURTHER DETAILS
WATER HEATER
33. TYPE 34. MANUFACTURER
TANKS SAFETY DEVICES
TE11P ERATURE
35. CAPACITY 39. RELIEF VALVE
36. TEST PRESSURE LBS. 40. MANUFACTURER
37. WORKING PRESSURE 1 ,, , LBS. 41. PRESSURE RELIEF VALVE
38. TYPE 42. MANUFACTURER
go;2 157-
LICENSE NO. DA E SICKATIJRE OF APILICANT
PHONE NO.
FOR OFFICE USE ONLY APPLICATION FOR HVAC PERMIT DATE:
NO. TOWN OF SOUTH WINDSOR EST.COST:
BLDG. PERMIT N0.1540 SULLIVAN AVENUE FEE
SOUTH WINDSOR, CT 06074 FEES:
644-2511 - Ext. 230
0 - $19000 - $10.00
1000 or fraction
thereof - $10.00
LOCATION OF BUILDING
0 N ADDRESS TOWN PHONE NO.
4), A/ C-At r2-
H ACCONTPACTOR 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 D WARM AIR
UNIT RADIANT HEATER (INCLUDING WOOD/COAL BURNING STOVE)
TYPE OF FUEL: OIL-GPM GAS IN-PUT_ C_ ELECTRIC KW
WOOD COAL
OIL TANK - SIZE & LOCATION: INSIDE_ OUTSIDE CAPACITY_
LPG TANK - CAPACITY
EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION
DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF
TOTAL HEAT LOSS (BTUH) HEAT LOSS SHEET MUST ACCOMPANY APrLIC TION)
DESCRIBE ALL HEATING EQUIPMENT (INCLUDING MAKE & MODEL NO.):
GROSS HEATING CAPACITY (INPUT-BTUH) NET RATING (OUTPUT-BTUH)
IF AIR CONDITIONING: DESIGN TEMP. OUTSIDE OF INSIDE F 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. Building Codes in the performance of such work.
FURTHER DESCRIPTION OF WORK:
77
STATE LICENSE - NAME b TYPE #DAT S ATURE OF AYPLICANT
411-y- V/41/1,
PROVED DATE
I - 8 - R 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.9 COL.F COL.G
1 ROOM
IC
H L W H L W H L W H L W H L W Design Water Temp.
2 ROOM DIMENSIONS, FT.U BTUH pair Pool 1
3 LENGTH EXPOSED WALLS,FT. Radiation Selected
4 WINDOW AND OUTSIDE DOOR AREA LL
BTUH BTUH BTUH BTUH BTUH
5 WALL CONSTRUCTION ROOM LIN. FT.OFTable9,Lino 3 x H1 TOTALS RADIATION
6 TYPE Of GLASS FROM LINE 12 SELECTED
B tt m f table used for Line 5)
7 CEILING CONSTRUCTION C
Table 9,L x WI
g FLOOR CONSTRIU IONI D-
ITable 9,L x W or Lin. F t) E
9 COLD PARTITION CONSTRUCTION F
Table 9, L x H)
G
10 C 1 Wall(With Openings)O
c 2 Wells(With Openings)e X
H
3 Wells(With Openings)or Ent.Hall
J 1
11 TOTAL flTUH AT 70F TEMP DIFFERENCE'J
12 TOTAL BTUH AT DESIGN TEMP DIFFERENCE K
L
COL.A _ __-- COL.B COL.H COL.1 COl_J COL. K COL.L TOTAL BTUH TOTAL
1 ROOM OF BUILDING RAOIATIO14
fC AT SELECTED
O H L W H I L W H L p H I L W H L W DESIGN TEMP.-
2 ROOM DIMENSIONS.FT DIFFERENCE
U
3 LENOTH EXPOSED WALLS, FT.
4 WINDOW AND OUTSIDE DOOR AREA LL
BTUH BTUH BTUH BTUH BTUH
6 WALL CONSTRUCTION INCREASE BATHROOM
Table 9,Llne 3 x HI TOTAL 20%
6 TYPE OF GLASS
S it m f table used 1 r Line 51
7 CEILING CONSTRUCTION I FOR CONCRETE FLOOR ON
Table 9. L x W) GROUND OR FILL AT
GRADE LEVEL,USE LINEAR
B FLOOR CONSTRUCTIONt FEET OF EXPOSED EDGE
Table 9,L x W or Lin Ft 1
9 COLD PARTITION CONSTRUCTION
ITable 9,L x H)
10 C I Wall 1WIth Openings)C
0
2 Walls(With Openings?e Xp
3 WNI•lWlth Openings)or Ent Hall F J -
11 TOTAL BTUH AT 70F TEMP DIFFERENCE'
12 TOTAL BTUH AT DESIGN TEMP DIFFERENCE
This form is available tr m The Hydr nlc•Institute.36 Russ Plate,6srkaley Helphts,N J 07922 FORM 1503
B R CALCULATION SHEET 1503 (Modern Method) w" Th•Hydr nits institute,35 Russo Place,Berkeley Heights,N..
o}l
r-
oWNERADDRESS - ry TQYI ZD -.r /,(/l7.SC7 DESIGN TEMPERATURE DIFFERENCE OAT
CUL.A COLS COL.C COL.O ( COL.E I COL. F COI.O
O H L691 W H LO WO H Ld WO ff LO W H L W Dallln Water T amp
2 ROOM DIMENSIONS. r 1.
U BTUN per Fool2LENGTHEXPOSEUWALLS, FT. Q Q Radlaflon Selected
4 WINDOW AND OUT II)E DOOR AREA u
Q
STUFF 8TU11 8TUII STUN STUN
5 WALL CONSTRUCTIUI4
M. sar)oM SIN FT orTable9.Line 3x H) 500 ZDp CO TOTALS RADIATION
6 TYPE OF GLASS FROM LINE 12 SELECTED
18 ttom o1 table used for Line 61 ho V 1 QD
7 CEILING CONSTRUCT ION
C DD
Table 9,L x W)
8 FLOOR CONSTRUCT
0
IONI o SoO
Table 9,L x W or Lin. F t.) E
9 COLO PARTITION CONSTRUCTION
ITeble 9,L x H)
F
10 C 1 Well Iwlth Openlrro.) o G
C ?Wells(With Openings) X Magb3WellslWllhOpenlrr9s) or Ent.Hell o 1
O aop J U11TOTALSTUNAT70FTEMP. DIFFERENCE
D12TOTALBTUHATDESIGNTEMP. DIFFERENCE 56o O K-700
COL.A COL.9 COL.H COL. 1 COL.J COL. K COL. L TOTAL BTUH TOTAL.1 ROOM MX5fol B. 1 r D 2 OF BUILDING nADIA T It)rrtrATSELEC1Co
O 11 L'O Wo H LO WU fl L-O WO f LD vVd 14 L W DESIGN TEMP y G
2 ROOM DIMENSIONS, r T. N 1/0
DIFFERENLIF !
LENGTH EXPOSED WALLS, FT.
U J
4 WINDOW AND OUTSIDE UOOTi AREA a N EDFD
STUN 8TUff OTUff UTU14 0TU14
6 WALL CONSTIIUCTIc)rl
OD 00 INLrtt_tit• tlntlll,)Dr.Table 9,LIne 7 x 11) 07 ! 1 U T nl_ 20%
6 TYPE OF GLASS
IS ttom of table used It,r L Irre 61 C l 0009oOVh
7 CEILINGCONSTnUCIIUN wv
trUH CT)Nt'tjFTF Ft ()mi r r.
Table 9,L x w) 600 5 0 GIAA(jL i-
rin r II I n f
s FLOOR CONSTRUc 9 mr-4I FEETOF EXrO USE l ir+l
FEET OF EY.r'
1OSEU EDGE
Table 9,L x W r Llrr r t 1
9 COLD PARTITION CONST 11UCTION
Table 9,L x H) 1000
10 C 1 Wall(Wlth Operrrnp.l G
b4 2Walls(Witt,ol,.1rirros)x
3 Walls(With Operrlrr9s)or Ent.Hall r r••'
I TOTAL BTUH AT 70r 1 EMP. DIFFERENCE'
12 TOTAL STUN AT DE:IGN TEMP. DIFFERENCE t
ronm 1,,t
3Bectrx# Co APPLICATION FOR BUILDING PERMITo ? 07 Y
Plumbing# 24 Podunk Circle
Date: " a- 6/oHVAC #0
2 6 7 7 2
Sprinkler# No.
MAL AM!! ALS Estimated Cost
Building b au D c-T COMPLETE RED BOXED AREAS Permit Fee 3Y
Engineering TYPE OR PRINT ONLY Occupancy Fee $
Affidavit SIGN ON REVERSE SIDE
Apr.for CO.Total Fee
TO BUILDM DEPARTMT,TOWN OF SOUTH Wf DSOP,CT G4dditional Cost)BJ
The undersigned hereby applies to do work according to the following specifications:
Job Location a L4 PC> L) A ((- C- 1 r(-,) e,Lot No. Side of Street Zone
Applicant K/<2 rc-o -ht`"-Tel# 19 fr q - o y-sq
Address a Pad U YA e Cr i 'C,I P-, Zip 0607 y Lic.#
Owner Cre o J Sf Address
Architect Address
Sq. Ft.New Area: 1st FI. 2nd FI. 3rd Fl. Total New Area
Rooms Lavatories Bathrooms Garages
Purpose of this permit: P oo l 0,e G
City ater Well Septic System Sewer 0--""
4
Ins. H.O. P. Cert. Area Basement Garage
Approved by Date a 00 Use Group Construction Type 2C
Rey6W 1/97
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
whj
this building allowed
Signed
d
41herebyapplyforaCertificateofOccu y for the wopg desc ib n this application for the permit.
Signed 71m,
1 /
DO NOT RITE BELOW THIS LINE
INSPECTION COMMENTS
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
26772-B 3,000
B01 FOOTING 04/12/00 DCJ A
E02 UNDERGROUND 04/20/00 JFF A WITH OWNER
E03 ROUGH 04/20/00 JFF A ROUGH AN BONDING OK WITH OWNER
B09 OTHER 02/24/00 DCJ A ADVICE ON POOL• ACCESS PROTECTION
B10 FINAL 05/10/00 DCJ A
B10 FINAL 05/10/00 DCJ A CLOSED OUT.
Location c:)=y PC-)j y V% ) C 1 rc, k]:- Building Permit# c2 6 7 7c
SWIMMING POOL QUIREMENTS:
This list is not all inclusive,please refer to pool packet.
A 48"barrier will be provided to protect the pool access. Including a temporary fence
for inground pools prior to filling.
Access gates will be self closing and self latching(if less than 54"high they shall be on
the pool side and be protected within 18"of release mechanism).
Doors providing direct access to the pool shall either have an alarm, a self closing self
latching device 54"above the floor, or a safety cover over the pool.
No receptacles within 10' ofpool. (locking type receptacle for pool equipment must be
at least 5' from pool and GFCI protected).
All metal parts of pool structure, fixed metal parts within 5' ofpool,pump motors,
filter casings and metal electrical equipment shall be bonded with a minimum#8 solid
copper wire.
Convenience GFCI receptacle shall be provided between 10' and 20' from pool.
Trench depth for 20 amp. circuit to pool equipment shall be 12"minimum.
REQUIRED SWIMMING POOL INSPECTIONS:
The following is a list of inspections that need to be performed prior to the continuation
of work to complete the swimming pool. We require 24 hours notice for inspections.
Requests for inspections can be made by calling the Building Department at 644-2511
ext. 230.
1. TRENCH AND BONDING-Electrical trench depth verification and bonding of pool
and metal appurtenances including metal reinforcing for gunite pools.
2. FINAL ELECTRICAL-Location of equipment and GFCI protection. Convenience
outlet provided.
3. FINAL-Swimming pool access protection must be provided before pool can be used.
Each swimming pool installation requires a Building and an Electrical permit. Additional
permits and inspections are required for pool decks.
I have read and understand the requirements listed above.
Signed Date
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT#
Application is hereby:TOWN OF SOUTH WINDSOR
1a G 7QBUILDINGDEPARTMENT
APPROVED 1540 SULLIVAN AVENUE Bldg.Permit#
3 -7 06 644-2511 ext. 230
o?G 7 2
Date Building Inspector
Application must be printed or typed
EE SCHEDULE Location of Job:7Fr POA UV1 K e -I re-,
0-$1,000=$13.00 Street No. Street Lot No.
Over$1,000=
13.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT RA a co
APPLICANT ADDRESS — 0 y Po d u L C i r c)c-
APPLICANT PHONE#
W N SF OWNER 6 Ce a r o O
OWNER ADDRESS a z"I od U w 1 C i r c,
OWNER PHONE 1 -641 5 Z/
ESTIMATED COST$ 3 0 0 3 p
dhow IS THIS A CONTRACT COST? 0 Yes 0 No
y1 ICJ FEE ENCLOSED$
0R-C
TYPE OF JOB:
0 New Installation
0 Alteration/Addition/Repair Revised 8/99
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? YES NO
RESIDENTIAL
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/WIRING METHOD
SIZE OF SERVICE SIZE OF MAIN CONDUCTORS
NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS
NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? YES NO
NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
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.
flONg-DWA61'
CONTRACTORS LICENSE NO. TYPE STAT
SIGNATURE OF APPLICANT DATE oC
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
TOWN OF SOUTH WINDSOR
PERMIT#
Application is hereby: 3BUILDINGDEPARTMENT
APPROVED 1540 SULLIVAN AVENUE
Bldg.Permit#4k 644-2511 ext. 230
bad Building Inspector
Application must be printed or typed
FEE SCHEDULE
C2
Location of Job:
0-$1,000=$13.00 Street No. Street Lot No.
Over$1,000=
13.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT
APPLICANT ADDRESS to j- j5 6Z 11AV?
rr0 6-r= 06t14K7-C/4(0
APPLICANT PHONE#b O) 6 Z —cP
OWNER
r '4
OWNER ADDRESS a2
OWNER PHONE o 6
WID ESTIMATED COST$ 3 S-D
V
IS THIS A CONTRACT COST? WYes D No
FEE ENCLOSED$ 13 00
b OR.C0 TYPE OF JOB:
M New Installation
13 Alteration/Addition/Repair Revised 8/99
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? YES NO
RESIDENTIAL
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/WIRING METHOD
SIZE OF SERVICE SIZE OF MAIN CONDUCTORS
NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS
NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? YES NO
NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
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.
CONTRACTORS LICENSE NO. TYPE
STAT7111,90SIGNATUREOFAPPLICANTDATE