HomeMy WebLinkAbout189 FARNHAM RD DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
PERMIT
Application is hereby: TOWN OF SOUTH WINDSOR D
BUILDING DEPARTMENT
APPROVEID
D 1540 SULLIVAN AVENUE Bldg.Permit#644-2511 ext. 230 OCT U
a� 8 2008 D
D �2�p8 �
D6te Building Inspector OC� � South VVindsor
gouinwnasolMEN1 BUILDING DEPARTMENT
8�„p1NG D Application must be printed or typed
(ZCFEE SCHEDULE I Location Job:
�q_Rv ----
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT 'S
APPLICANT ADDRESS -7
APPLICANT PHONE# L1('10
O W N 3£� OWNER Mir U-v4.
S -
< OWNER ADDRESS /lJ
' $4�;
U b ,r OWNER PHONE_ 25 ,-- —
0—f
C ESTIMATED COST$ 4M
.� IS THIS A CONTRACT COST? Yes _No
FEE ENCLOSED$
TYPE OF JOB:
bs R•C o� >�<ew Installation
_Alteration/Addition/Repair
Revised 4/01//2002
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? ❑ YES ❑NO
SIDENTIAL
❑BUSINESS CURRENT USE AND OCCUPANCY
❑ ASSEMBLY
❑MERCANTILE FUTURE USE AND OCCUPANCY
❑EDUCATIONAL
❑INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
El STORAGE
❑GARAGE ADDRESS
❑MIXED USE
CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATIONMRING 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 t7� — 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.
DESCRIPTIO 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.
logo-57 �
CONTRACTORS LICENSE NO. TYPE STAT
1
SIGNATURE OF APPLICANT DATE �� ��
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FARNHAM RO*AQ
Lot numbers refer to map entitled,
"Subdivision Map, Farnham Estates,.
Property of I. R. Stich Associates, ,
Inc., Rye Street, South Windsor, Conn.,
Scale 1" a 401, Sept. 19, 1957, Sheet,6, _
Certified Substantially Correct,
14orton S. Fine, C.E. b
of G0 fit
��' ,�°t+:s• c PROPOSED LAYOUT
I hereby certify that this �! , G► FARNHAM ESTATES
map',is substantially cor- r 'i, m tc FARNHAM ROAD
rect and no zoning regula- `Tr} SOUTH WINDSOR CONNECTICUT
tions have been violated. gel No:2931 c SCALE 1« a 401 JULY 143 1S8
MORTON S. :FIDE, C.E.-L.S.
HARTFORD, CONN.
flQ PAY Cl!J 5
OCT 1 1 Nub
South Windsor
BUILDING DEPARTMENT
10 l4E BUILW44 D P(. T e t �'F WINUSul
his cartitic-d that tnrs plan ane ztw'aiflc" ns me vu.
copies o1 the proposed building or alterations to bs
eructed at 1
)�q n 1 St�re`er
/ together with amendments s±aird in application
led with plan and 1 a a to comply with all znnin
B is tiding and State lawss t.
and orders as steal! ,\
issued 6y the building 0�-partrnctment during peed•;r• \
of this application and final issuance of a b:+ildinp
permit�yy�
-
�� rhis plan pis approved subject to thr condition that
orders and ,,rdinances regtdatlny building Shall be
-,:Ii<d pith-
S� � Conditionally Approved These filed with
A"i Clerk
1 J[ Building Inspector
I�J� •nf• Nn, �-�
CERTIFICATION OF ZONIINIC%, r^ltRpLIANCE
Crrr
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LDaL_Dui__ la l l �Oto
forcement Officer
STATE OF CONNECTICUT
WORKERS' COMPENSATION COMMISSION
Building Permit Affidavit for Property Owners or Sole Proprietors
(Conn.Gen. Stat. § 31-286b)
Property located at ``S �1 k- � ,,.,� 1
In the town of 0,=AD 1A—kA-
Name of building permit applicant: -R, -e S f'
Please check one:
1. am the owner of the above property.
2. 1 am the sole proprietor of a business.
2A.Name of business
2B.Federal Employer Identification Number(FEIN)
Pursuant to § 31-286b,"a property,owner or sole proprietor[who] intends to act as a general
contractor or principal employer"may provide either a certificate of workers'compensation
insurance or a"sworn notarized affidavit... stating that he will require proof of workers'
compensation insurance for all those employed on the job site in accordance with this chapter."
Please check one:
1. I do not intend to act as a general contractor or principal employer.
[Sign and stop here]
Signature of applicant
2._I intend to act as a general contractor or principal employer.Applicant must either
provide a certificate of workers'compensation insurance or sign the affidavit
below.
....................................................................................................................
Affidavit
I hereby swear and attest that I will require proof of workers'compensation insurance for every
contractor,subcontractor,or other worker before he/she engages in work on the above property in
accordance with the Workers'Compensation Act(Chapter 568).
1 understand that pursuant to §31-275 C.G.S.,officers of a corporation and partners in a
partnership may elect to be excluded from coverage by filing a waiver with the appropriate
District Office;and that a sole proprietor of a business is not required to have coverage unless he
files his intent to accept coverage.
Signature of applicant 1
Subscribed and sworn to before me this day of ,200_.
(Notary Public/Commissioner of the Superior Court)
MRNY�RD
&Great CountryGarages
October 9, 2006
Renee &Joe Ravalese
189 Farnham Road
South Windsor, CT 06074
I would like to take this opportunity to Thank You for selecting The Barn Yard & Great
Country Garages as your builder of choice.
I am the Construction Manager for The Barn Yard. It will be my pleasure to supervise
the construction of your garage through out the duration of the project. If you have any
questions or concerns with your garage, please do not hesitate to call me at the office (1-
860-896-0636). If I am not available, please leave a message and I will get back to you
as soon as possible.
Enclosed you will find your sealed blueprints to help assist you with obtaining your
building permit with The Town of South Windsor. If any additional information is
needed, please let me know.
Again, I would like to Thank You for selecting The Barn Yard & Great Country Garages.
I look forward to working with you on your new endeavor.
Sincerely,
� w S
Everett Skinner, Jr.
Construction Supervisor
ESjr:dgh
www.barn-yard.com I www.greatcountrygarages.cam
Main Office: Route 83, 120 West Road, Ellington,CT 06029 Route 75,345 Ella Grasso Turnpike Route 7,857 Federal Road
Mailing Address: P.O. Box 89. Ellington,CT 06029-0089 Windsor Locks,CT 06096 Brookfield,CT 06804
(800)628-2276 1 (860)896-0636 1 Fax:(860)896-3381 (860)623-4644 1 Fax:(860)627-5764 (203)740-7433 1 Fax:(203)740.0916
DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT
TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby. �i 2—
BUILDING DEPARTMENT
APPRTy:l
1540 SULLIVAN AVENUE
644-2511 ext. 230 Bldg.Permit#
-
Date Building lnspecto
Application must be printed or typed
FEE SCHEDULE Location of Job:n
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT 11I4-t. M0—A"'V"'
APPLICANT ADDRESS All um Ing epair, Inc.
Tolland, CT 06084-0853 _ -
APPLICANT PHONE# % 7- `c 3 a1 S
SOW N 3F,q OWNER ck Ati..
OWNER ADDRESS 4 -rA VN 6A M
. Pavik GvlN �' C�`i} 116,-1 L{
OWNER PHONE
C ESTIMATED COST$ 6 J D
+r.
IS THIS A CONTRACT COST? —X� Yes _No
FEE ENCLOSED$ _1S' c9c 357 All Plumbing Repair, Inc.
P.O. Box 853
SO CO TYPE OF JOB: Tolland, CT 06084-0853
R� New Installation
Alteration/Addition(Repair
Revised 4/01//2002
Zovg 00361
APPLICATION FOR PLUMBING PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ElNO
❑BUSINESS CURRENT USE AND OCCUPANCY
❑ASSEMBLY
❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY
❑ INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑ STORAGE
❑GARAGE ADDRESS
❑MIXED USE
(Other please specify) Cam' STATE ZIP
TYPE OF INSTALLATION w^1 r 4 �- SIZE OF MAIN DRAIN
NO. OF TOILETS STYLE NO.URINALS STYLE
NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES
NO.OF CONDUCTORS 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 IF NONE C.F.M.OF VENTILATOR
SIZE OF DUCTS SEWER OR SEPTIC TANK
SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER
WATER HEATER: TYPE N^�v�t^Z. 6-4; MANUFACTURER
DESCRIPTION OF WORK
THE UNDERSIGNED HEREBY APPLIE9 FOR A
PERMI I TO PERFORM THE WORK DESCRI-BrD AND is T7 —
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
:2a11g5T PJl Gt
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE "09
PERMITS/INSP PAYMENT RECPT# 20256858
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
THIS IS NOT A PERMIT
DATE: 04/02/08 TIME: 09 52
CLERK: akehoe DEPT:
CUSTOMER# 0
PARCEL:
CHG: BLDPRM BUILDING PERMIT 15 00
AMOUNT PAID: 15 00
PAID BY: RAVALESE MICHAEL J &
PAYMENT METH: CHECK
357
REFERENCE: A189 FARNHAM
AMT TENDERED: 15 00
AMT APPLIED: 15 00
CHANGE: 00
THIS IS NOT A PERMIT
THIS DOES NOT AUTHORIZE WORK TO BEGIN
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_FAF\ HAM OH. D
Lot numbers refer to map entitled,
"SubdiTision Map, Farnham.Estates,
Property of I. R. Stich Associ&tes, -.
Inm., Rye Street, South,Windsor, Conn.,
Scale In - 401, Sept„ 19, 1957, Sheet 6,
Certified Substantially Correct,
Morton S. Fine, C.E.. b L.S,«
_ �c►ZE cN S.
�. o ON
PROPOSED LAYOUT
L hereby certify that this '�� G�� FARNHAM ESTATES
map is substa�nt"ialty cor- a �` '" * FARNHAM ROAD
sect and no zoning regula- SOUTH WINDSOR, CONNECTICUT '
1 - �c� No. 2931 iCo SCALD,' 1"
ti0 1�8
40� JULY 14,ns have been violated. s a �lORTON S. FIRE, C.E. -L.S.laa
uKu s�
HARTFORD, CONN.
JUL 4. 6 1999
South Windsor
!. BUILDING DEPARTMEN '
MAR Q 1999 To ME BUILDING DEPT. TOWN OF SOUTH WINDSOk
rhis certilicd that this plan and specifications are true
South Windsor "Pies of the proposed building or alterations to be
retied at
BUILDING DEPARTMENT M
together with amendments stated j�application Street
Iled with Plan and I agree to comply it ane
.luilgiog and state laws PY with all zoning
� ♦ and such orders as shall b,
"-su"d by the Building Department during pendencq
this application and final uermit. issuance of a building
IQ_jHP BUILDING DIRT. TOWN $jgned �n.bject
This certifle rhisd that this plan and spcaric Si•n re uur Planpprov to the condition that
eopirs of the proposed building or attcr..tlons to be orders and ordinances regulating
erected at "�n, g K building shall be
- piled with.
JF? 4� Stn�c� Conditionally Approved These filed with
• � —
together with amendments stated in applic.•tiun ..� ..
':led with plan and I agr.— to o comply with all znjn.;, BuOdin
g Inspector
f""ding and stole IaJrs and♦s,.rch orders as r•h,lt . 1✓lJlfb
iss:,cd by the Building f3.-p4rinf-nt during prndeocy 141101 ,
Oats
of this application and final issuance of a buildrnF s hS;�
perm lt.
zKmeo i ERTIFIi.:r1HUN OF ZONING COMPLIANCE
this
pl.ln Is .,pprov,d SUbleCt to thu condition that ' ,�ordt rs and :,rdlnancos rcgulating building shall be rof osed buil'+In g(s), use(s) and/or str�'rture(s)
C,❑,tilled with.
Conditionally Approved These filed with I shown on this pla�T appeat(s) tQ he in
—_per J/1 Itormc :fce with cu,reW Ih lNind
Building inspector ,ark .,tons. Variances aid sp_ _I -a'i IG..,
p•t• 3 sa VIP: y apply,
Ae
CERTIi=iCAFION OF ZONING COMPL :er
p Proposed building(s), uses) and/or structute(s) ' C'�►*�"f�^-'O
is shown on this plan appear(s), to. be 4,1
jT-ifurmance with current South Wind .,
-gulations. Variances acid special exceptions
nay apply,
� Sg
T )ate
CERTIFICATION OF ZONING COMPLIA gI or
Proposed
buildings1,� n T
assho, on A(s) an ,.;�or structuc � oz c�a -
pP_,ar(s) to be in t $ is
is
�" Ice 4 rt r
_,;rrent ;coth Windsor
� _
c yj mu! . .ions. Variances and s acl + exceptions apply.
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Connecticut
Dtrict
// Light&Power 481land To1 annd Stage(ice Road
Tolland, CT 06084
The Northeast Utilities System
March 17, 2004
RENEE RAVALESE
189 FARNHAM RD
SOUTH WINDSOR, CT 06074
RE: Meter Box—72 Hour Notice
189 Farnham Rd
South Windsor, CT 06074
Dear Ms. Ravalese:
This letter is in reference to Connecticut Light & Power Company's (CL&P or the 'Company') previous
letters to you regarding the unsafe condition at the meter site at the above referenced service location.
Our meter service representative visited the meter site on March 16, 2004 , and reports that the meter
box is not yet properly attached to the building.
As this is an unsafe situation and CL&P has not heard from you or your electrician, please be advised
that the electric service will be terminated on March 31, 2004.
Please contact me at 860-871-3344 so CL&P can resolve this issue before taking any action that may
result in an interruption to your electric service.
Sincerely,
.5&)deq s4pul
Shirley Stark
District Business Service Representative
Enclosure: 'A Shut-Off Notice—What You Can Do'
cc: Town Building Official
Area Manager Customer Services
Account Number: 881935260
Revised 4%01 12002
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
Ap ereby: TOWN OF SOUTH WINDSOR ��
BUILDING DEPARTMENT
APPROVED 1540 SULLIVAN AVENUE
Bldg.Permit#
644-2511 ext. 230
atc wilding Inspector
Application must be printed or typed
FEE SCHEDULE Locati of Job:
FTewmt
� .l
$0-$1,000=$15.00 Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof gnation Apt.No.
APPLICANT ✓Y/ACZS
APPLICANT ADDRESS
APPLICANT PHONE# q
D W N S F,q OWNER
M I 0&�
OWNER ADDRESS
�07 F, OWNER PHONE ��
0
C = ESTIMATED COST$ L
IS THIS A CONTRACT COST) Yes _No
FEE ENCLOSED$ D•O O
r,
TYPE OF JOB:SOR•Co /
_New Installation
JJJ
�Alteration/Addition/Repair I
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
❑FACTORY ENGINEER'S NAME PHONE
❑ STORAGE
❑GARAGE ADDRESS
❑MIXED USE
CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION/WHUNG 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
-- - 4 •-AV-
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.
l
CONTRACTORS LICENSE NO. YP STATE ,) >
SIGNATURE OF APPLICANT DATE
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STRUCTURAL NOTES GRADES AND SPECIES OF WOOD Note: Continious Ridge Vent w
ALL WORK SHALL CONFORM TO THE CURRENT REQUIREMENTS OF THE ALL LUMBER USED FOR STRUCTURAL JOISTS, RAFTERS AND COLUMNS Sealed Truss Drawing to z
BASIC BUILDING CODE. SHALL BE OF ENTIRELY ONE OF THE FIR, SPRUCE, OR HEMLOCK Supersede Sectional Drawing ,-30-Year Tab Tamko Shingles
DIMENSIONS AND _DETAILS SHALL BE CHECKED AGAINST ENGINEERING DRAWINGS. SPECIES WHICH SHALL BE NOT LESS THAN NO. 2 GRADE AND SHALL
THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION HAVE A MINIMUM MODULUS OF ELASTICITY (E) OF 1,400,ODO PSI
OF ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES AND A SINGLE MEMBER FIBER STRESS IN BENDING (fo) OF 1,100
WkK14TARD OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ENGINEER. PSI. MOISTURE: CONTENT AT DELIVERY SHALL NOT EXCEED 19X. 4.75�' 3
PAT24GR GBn GAMBRELATIIC 13 R„"T,n 'R a ALL WORK TO CONFORM TO ALL APPLICABLE LOCAL, STATE AND NATIONAL
' r"`�Ir`z2T° P"'f CODES AND REGULATIONS, AND THE OWNERS OR DESIGNATED CONTRACTORS r
SHALL SECURE APPROPRIATE PERMITS REQUIRED BEFORE COMMENCEMENT OF LIGHT FRAMING LUMBER USED FOR STUDS IN WALLS AND J
PARTITIONS SHALL NOT BE LESS THAN STUD OR STANDARD GRADE
ACTUAL CONSTRUCTION. OR BETTER AND SHALL HAVE A COMPRESSIVE STRESS PARALLEL TO
+• "' -+�•+ ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND ALL OTHER
11= PERSONS ENGAGED IN ANY CAPACITY ON THIS PROJECT SHALL BE SUBJECT GRAIN (FC} OF NOT LESS THAN 400 PSI. z
TO PROVISIONS OF THE OSHA (OCCUPATIONAL SAFETY AND HEALTH ALL SHEATHING MATERIAL SHALL BE SOFTWOOD PLYWOOD MEETING O 12 0
' 7.,, ADMINISTRATION) WHICH IS ADMINISTERED AND ENFORCED BY U.S. DEPARTMENT THE REQUIREMENTS OF PRODUCT STANDARD PS-1 FOR SOFTWOOD 1
OF HEALTH. PLYWOOD/CONSTRUCTION AND INDUSTRIAL, AS USED BY THE - }
AMERICAN PLYWOOD ASSOCIATION OR APPROVED EQUAL. FOR ROOF 26 I #
MIS c FOUNDATIONS SHEATHING; USE STANDARD C-D WITH EXTERIOR GLUE, 1/2" 4 PLY ! I\ w
32/16 OR GROUP I. I L
ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL OR o
q • 2"a GRANULAR FILL. o
� = LUMBER FOR SILL PLATES SHALL BE TREATED AGAINST TERMITE 3-
3.AAII3 ELEVATIONS OF BOTTOM OF FOOTING SHOWN ON PLANS ARE FOR BIDDING DAMAGE AND DECAY, USING WOLMAN PRESSURE TREATMENT, o m
PURPOSES AND SHALL BE LOWERED IF NECESSARY TO THE REQUIRED BEARING CHROMATED COPPER ARSENATE PRESSURE TREATMENT, ______ __— ________________ ____ ____- w
^ MATERIAL AS FOUND UPON EXCAVATION. IF THE REQUIRED BEARING MATERIAL PENTACHLOROPHENAL PRESSURE TREATMENT, OR APPROVED EQUAL -, 0 �LJ
IS NOT ENCOUNTERED AT ELEVATIONS SHOWN, NOTIFY ENGINEER IMMEDIATELY. .O`-C" IL
CONTROLLED BACK FiLL AND COMPACTION IF REQUIRED. U3 <
44/1 A. SCOPE: WHERE UNACCEPTABLE, MATERIAL MUST BE REMOVED WOOD TRUSS Lu
AND REPLACED WITH PROPER MATERIAL A CONTROLLED PROCEDURE
MUST BE FOLLOWED TO ENSURE PROPER BEARING FOR THE BUILDING L-" -Steel Beam OPTION: W12x30 f/3
,._ =.fu I ALL WOOD TRUSSES SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WY14x26
B. FILLING AND GRADING: BEFORE BACK FILLING, REMOVE w Z
CONSTRUCTION DEBRIS, STUMPS, TREES, ROOTS, SOD, HEAVY GRASS, WITH "CODE OF STANDARD PRACTICE FOR THE METAL PLATE CONNECTED =
DECAYED VEGETABLE MATTER AND OTHER�UNSUITAB� MATERIALS. FILL WOOD TRUSS INDUSTRY. � o
\h CADDIn ATCr\ DV
PW. Y 10.76Oh1 0.1•t20.16 5048E EOS2E 110+9E t4al•12 o-ta to .•w-•^-••• -------- ---- - - -- I MAIGRI'AL Qn P\L.L DL P\J P1r'r•nVYLiJ DI IHL G�VI,�LG.. I A-lU l�llr hi,L_V U 1
ti DER n (bc) VdA UA PLATES Cap
LDADW(p0SPACW 240 TC 0.`.A V.,XLL) .01417.19 999 240 Ulm 1971114 I C. CONSTRUCTION METHODS: AFTER DEPOSITING FILL OR BACK FILL TRUSSES SHALL BE BRACED DURING ERECTION IN ACCORDANCE WITH 0
TCLL 30.0 V4rX,L) -0.1417.19 >999 ,aD IN 1 FOOT LIFTS, WELL WASHED IN, COMPACT TO THE FOLLOWING "COMMENTARY AND RECOMMENDATION FOR BRACING WOOD TRUSSES" 2x4 Construction 16" o.c. o
TCDL 10.0 L,.,W 1-- +15 BC 0 38
f Mill Creek Vinyl Siding o
BOLL D0 wlRc2o"arrPa z 041 natf]t) o.w ,a v. n. V".^165b PERCENT OPTIMUM DENSITY. PUBLISHED BY TRUSS PLATE INSTITUTE. 1 T ek Wrap
Bca ,no 21wn0AscE,-0z12ow r.2�cicDL•,n.rBCDL•sw"cr.99,aEva THE DRY DENSITY AFTER COMPACTION SHALL NOT BE LESS THAN (1 �^ p v '
LweE,t FORCE$(b)-LA..att,mCWPW,4r"A�, "`T.r"�t ..z"'wPRSv"'■°=""be{E".nr'2'°°'3n`b°`ara-IU- X OF THE DRY DENSITY FOR THAT SOIL WHEN TESTED IN 95 TEMPORARY TRUSS BRACING SHALL NOT BE REMOVED UNTIL PERMANENT 1�2" Douglas Flr 5—Ply Sheathing o
TOP CHORD 2 X 6 SPF 1650E 1.5E b 9-7$Enra(2)&7•E n 15 Y,anD'11)1576 n t4t00 E4r q2)IS n
BOTCHORD 2 X 9 SYP DSS TOP GtDRD 4WI8 2a •-1635-M 34 •-105S6tS 25213=ono.ra-6rar ua r,a rpn.•Pord Lu+nr •, a"•w Da"3a Ei Foot W al I p
woes 2x45PFsaa 6 .6aa4997 5s •6oaaB4 s22 ,�2, ,,ao�„aa.g.,trccb .�„^„�«,,n,tr,LwFR$tr..�. I ACCORDANCE WITH ASTM D155?, METHOD D. IN THIS TEST MATERIALS LATERAL TRUSS BRACING IS INSTALLED AND ALL OTHER IMPROVEMENTS ARE O
•6nri6 zs24 _•,v:�:z '=< -nLns2 aP'�1°' RFTAINM nN THE THRFF--QUARTFR SIEVE SHALL BE REPLACED WITH COMPLETE. ! a
eRACtIIa 78n ..45(9166 40 .-,S6n63 9.25 .a69552 3)TM naa tua Ran Guq+aC 1r.,a0 Ptl omn eva M Cn ram>an": .._••_•• •• ..
TOP ...rna.d7i a600apa>n. 25a ,•761541 26-2, ,675?SW ,o-27 620'S35 R+n AM o)l+rM hadA MATERIAL RETAINED ON THE N0. 4 SIEVE:, AS NOTED AS AN OPTION IN '
w
lo-ll --awl 11.12 629&52 12.73 '•'Dsx" ' ;"�'"d �,�, �c"a." Y�°..°.."'n THE SPECIFICATIONS FOR THIS TEST. PERMANENT TRUSS BRACING SHALL BE ANCHORED TO SOLID END WALLS OR BAM
BOT CHORD 13,4 ••tae&s1a 14t5 • 648208 a,6, t i
RlPd ystp ysrdy,ppw or 10" b.-t2. D. FIELD TESTS: PERFORM ONE FIELD DENSITY TEST FOR EACH CROSS-BRACED AT BRACING ENDS. �
BSt�' avtoe 2a21 . -=74187-3M729 19.20 •-O&W 51Cr"ki Saa0 b40lSO Prn attMrn.f{s)7-0 W ai�i/�!'�
IE0.Cfi7G(tlm1 •5•SU.',E ,�jg •a7aTl9 f7•ie J707729 ,St7 669E E:Boau.�maaMb.aN00i I SOURCE OF FiLL MATERIAL PERFORMED IN ACCORDANCE WITH AS''`?
• tS•.6 -Ml 13 1ppad sty b raao.1t20,17-19 d
7)PrDab,r,r,.,lar,1.�9n(q/ I )-1—W .a^9v°°•'m'°"d D1556. PERFORM STANDARD FIELD DENSITY TESTS EACH OF AN PERVA iEENT :-;LASS BRACING SHALL BE PRO'r'E IN ThE PLANE OF THE o
r a �,G'a 32D ""90 RD
jy1 ' d' ""rnip383b XtI 379b 0MW_ ACCURACY OF PLUS OR MINUS ONE PERCENT. TRUSS BOTTOM! CHORD AND SHALL CONSIST OF BOTH LATERAL BRACING.1-5:79 10"' •-1,Er1.70A 3.2, •-1,577487 a)Tha true a a.1pr0 n aaamrb.wa,ar 2003 frlrna NSirRa1GnMCDR. I ..- G(O C:c
��" 4:E =.3M4B6 2.70 '-a7'Y909 /N7 37NaB6 5),JP 502111MGRB02.102aM"(arvr.W frnarG AHSY7Pl1 I _ W
9)NPs6as 20 Lsg1(k.asa t4ora 1 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE SPACED AT NO MORE THAN 10 FEET ON CENTER AND DIAGONAL BRACED _ m
! ENGINEER AND TESTING LABORATORY WHEN EACH LAYER OF FILL IS TO BAYS AT BUILDING ENDS AND INTERMEDIATE INTERVALS OF NOT GREATER =,-w_ r R I E. 00 120 WES I NUAD
;s ra "�4' "A°"'ti'°°d�.°'°" "°-`«'«•ate+ ! BE IN PLACE AND READY FOR TESTING. THE CONTRACTOR SHALL ALLOW THAN 20 FEET ON CENTER. - " I l o
221 ' woll'°w" AMPLE TiME FOR TESTING. IF ANY FILL IS PLACED IN EXCESS OF �p 4 Concrete Slab over-------� I z ELLINGTUN, CT
9 1+66(b d 0) PERMANENT TRUSS BRACING SHALL BE AT LEAST A NOMINAL 2X4. I c _ 6 Mil. Poly Film I J 860-896-0636
SIXTEEN (16) INCHES WITHOUT TESTING, IT SHALL BE SUBJECT TO
REMOVAL SIEVE ANALYSIS SHALL BE AT THE CONTRACTOR'S EXPENSE. 6" Minimum compacted - - - — _
E. OBSERVATION: ALL EXCAVATION OF UNACCEPTABLE MATERIAL, NO SPLICES, CUTS OR OTHER MODIFICATIONS SHALL BE MADE TO TRUSS „_ U)
INSTALLATION OF CONTROLLED FILL, COMPACTION, HELD TESTING AND. MEMBERS UNLESS APPROVED BY THE ENGINEER OR SHOWN ON THE SHOP gravel fill o RTE. 75 WINDSOR
nD AUAurc 7 I n;^I6 C i'T
LABORATORY TESTING SHALL BE DONE UNDER THE SUPERVISION OF A "11-1-1— a
LVLI\J1 V I
TESTING LABORATORY WHO SHALL PROVIDE WRITTEN REPORTS OF ALL BASIC ROOF S14OW - SHALL CONFORM TO LOCAL BUILDING CODE CD 860-623-4644
PHASES OF THE WORK TO THE ENGINEER. REQUIREMENTS„ CONSIDERING SHEDDING, STACKING AND SLIDING SNOW. _ o RTE. 7 BROOKFIELD, CT
24'—O"
REINFORCED CONCRETE THE ALLOWABLE WOOD STRESSES MAY BE INCREASED 15% WHEN USED UNDER a 205-740-7433
BARNYARD SNOW LOADING. Cn
�• '� •r , 2 3 PATRIOr24GR _j ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE Of
�,aa:="...� �BR. .I _..-._. ._,,-. - .... FOR a..r,r..,�,r.., ,,,,.r„�-,r ��e ol,tl A0 !' 3 A# /` tom /■ TI /�i 1
+AT24-CR G826CE . ^ ' ' + ' Inslllult5 St'ttilrtcAltU1'1J rUK JlnuliwRAl. I,VLVLRCLC FOR DUIWII\VJ WOOD TRUSSES ARE TO BE DESIGNED FOR ANY REACTIONS RESULTING FROM ( ,�( J�� ��� ' ( J�� o �N,�,!]W.B,^^RN-Y,n^RD•COr••,
(ICI 301-89). ADDITIONAL MEMBERS SUPPORTED BY WOOD TRUSSES. V �/ �'/
I CONCRETE SHALL BE: 3000 P.S.I. NORMAL WEIGHT r-
},„ ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS ASTM BOTTOM CORD TO BE DESIGNED FOR A MINIMUM LOADING OF 10 PSF. 5Ggl9:l/4"= I'-O'I = CT LICENSE # 558916
dw= A 615-GRADE 60.
." DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL - ALL TRUSS DESIGNS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER = MA LICENSE # 127550
. 1988" SHOW ON THE PLACING DRAWINGS THE NUMBER AND LOCATION LICENSED TO PRACTICE IN THE STATE OF CONNECTiCUT. ALL SUBMISSIONS
r A OF ALL BAR SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT
SHALL BEAR REGISTRATION SEAL OF DESIGN ENGINEER. �
` >a REINFORCEMENT IN POSITIONS INDICATED.
MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT ALL TRUSS SUBMITTALS SHALL INCLUDE THE FOLLOWING: Lij
o
OTHERWISE INDICATED SHALL BE: a
'•"' I 3" FOR CONCRETE POURED AGAINST EARTH A. ALL TRUSS LOCATIONS, SPACING, BEARING DETAILS, MEMBERS SIZES, DRAWN BY
I r 91 4 , bA u I 2" FOR CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH OR WEATHER: PITCH, SPANS AND DIMENSIONS
T r 1 1/2 FOR BARS #5 AND SMALLER B. SIZE, SPECIES AND STRESS OF GRADE LUMBER. r, TIT TO01G`T T
2" FOR BARS LARGER THAN #5 C. LOADING CONDITIONS AND STRESS INCREASES. z 1ZV►.�►�LLL
q r D. NOMINAL SIZES AND LOCATIONS OF CONNECTOR PLATES AT ALL JOINTS, a
1-1/2 FOR PIERS E. ACTUAL AXIAL LOADS IN EACH MEMBER. ra ��A ��
3/4" FOR SLABS AND WALLS NOT EXPOSED EARTH OR WEATHER A
4A 7, NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS F. CAMBER REQUIREMENTS. a
DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. LAP SPLICES G. LOCATION OF PERMANENT LATERAL BRACING. >-
WHERE PERMITTED SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS H. LOCATION OF TEMPORARY LATERAL BRACING AS REQUIRED FOR ERECTION. z AR C H I T F C T lJ R E
_ >s B 7•12 SHOWN OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. I. MANUFACTURERS DATA OR FABRICATOR'S SHOP DRAWING FOR METAL < &E N G I N E E R I N G
= TotIM LI AAIP['[]C A\l7] TJCIO 1 A/'.ATALIC Q
3411 I PROVIDE 2-#5 (1 EACH FACE) WITH 2'-0" PROJECTION AROUND ALL l7[UJ.7 1•IP111IVGAJ HPIN I7lLln LV%11%I1V1�0. m
.•. 3as. OPENINGS IN CONCRETE UNLESS SHOWN OTHERWISE. PROVIDE MULTIPLE TRUSSES AS REQUIRED FOR LOADING AND BEARING.
— SLABS, BEAMS AND WALLS SHALL HAVE NO JOINTS IN A HORIZONTAL ") 330 ROBERTS STREET
-o" j ,0760ht a1-12 a16 50+9E 6ata at 90S2 Edval l,00.1a 01-0L 11,a4NE ,4a,•i o•,6 tsD♦-e o-1�1f7o.3oo-17DL roa�.Da�� � I PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF
TRUSS SUPPLIER SHALL PROVIDE ALL REQUIRED HANGERS ANCHORS AND EAST HAR(FORD,
cO I DER " Ibc) 11*1 1� S7"" SPAN OR AT CENTER OF SUPPORT NTH VERTICAL BULKHEADS, o CONNECTICI;T 06108
LOAn+G(vti, PI.-V 2-0O rc n49 V",n, 0 4 ',is m 24o CLIPS RATED fEOR ANTICIPATED TRUSS OR BEAM END REACTIONS, FRAMING
TOIL 300 "�"'°"" 15 BC o3a vr>(TU -0""''� '�' 'Bo HORIZONTAL KEYS AND REINFORCING CONTINUING THROUGH. ALL
TCDL 'oo L 6„�„a, t5 a" wttnl sal f6 n. CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY THE /
Rp;",,,� ,�$ I Ya,.2rx253ID I INTO AND/OR SUPPORTED BY ALL TRUSSES. HURRICANE RESTRAINT F
BCLL a0 ,,,,_bey, -2, (1.1ta) AA7/•L2ADC CL.3AI I QC CIIDDI IC% AT All CIIDDDPT Aun DCADIAIIS LOCAi r%?dC OF / 1 I I rY P!•• )KIG• fl F.(1_`�520_Iln(1
BCDL 10.0 IOrF3 (1,)
LWBFR .1•rEr., Lro., d,.dMnh.,...s..,�.4.r.atr[,a�oL f STRUCTURAL ENGINEER.R. .,•..n,..l.� .n t=,a� �� �.._-�f_1.... ..= r.a... ..�.,,.n.� V
TOP CHORD 2XBSPF 1650E 7.5E ,6-,0baa;�,•„ z,Stn ASCE 7az 12a'W"+•2`1Sr..0L•,bQ BCDL•SOpI C+t•><r1c E. ALL ROOF TRUSSES. CL/
21 arrisaaa MIFRS 9+L••1n: C{E>yr,u•.2;pvt3 n 660,.ror(t)6d0 t W .
BO7 CHOfa02X8 SYP D55 ,6 7FL5(b♦0�>•+1 b9-7a Earal2)9.76nIST6.,.rbr,t,t5-7abt4tO0Esrb,2)t4100n r
WEBS 2%45PF Sard ,g . 11erX,D.d 25.2a:ano�W.«1•aartin7'=•+.'�••4.L: •r DOI•,.73 p+u TP D«•,ni FAX: 8bU-289- 272
OTHERS 2XA SPF Sxd • Rr—r O..W"tr C{IY nle -4 lama,rn tr IMFRS tr,.aoor S
Tarrbn
FORCES Ib)-/AartRm CCnPrafacNL+•mR^t -CHORD Top CHORD 6,Sa,a 23 2 3-4 .-,� 3 ,.,a,,,tr,n,,,.dna,.Plr..dn:,daon, FQa�.,�9..�n ! Z"'-Yr Tamko Architectural Shingles-----
TOP Swwwall Rood lrN,N p.,G,.RridC 60-00 P+"W ',2 . 58 •AIV761 636 •621635 M]lrmnYbmatr♦1.aa.K Q�d�C-d M baG St-1 v1"1 +�
BOT DISCRD 7P" . 67 37ae •7Ba542 lad .-770'S52 41 Th1awalrl D.ln a.fa,ad N
BOT os.n9 dr.CM,,, ,Or,000 ad'e'-ap. ,B .d57n65 6& .-57n64 9-a • 76A'552 u8,r7 adtat MloYY / F-
3,}4p .•571161 ,Olt 76336 t0.41 •910'S3S 5)Cs a.ri WaOW 9o22a"a�rrcca _ _
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.b 1@.W3.1 a,a a.".b.Ss'i ,4:5 ' 6b206 rVaatr attar.
s ,� .�� 7 19.20 a� 9 .lard acoc S:P"sn.rb. T-0 d.�b�,: x. 1/2== Douglas Fir `� lu 1a"
y 0X-14 ,� .Rats 20.21 s'.�a Z N•a
Z']779 17•u a:'. 9 I677 t sos-_.r w.cK,:1 i B'ra W Rom-=+Q: ` ♦1 j."
a MM • 3�y� • � �� � )d_�b d 5-Ply Sheathing Q \�\\
ya�; 13.17 6 830 .aarbn2 pn 21 and 3'S C.P�r art:6 \/
y51 � a0a� p2 �'067 221 '4564ffi ad.aQ.d^. yyMnr taruyRaabvCm• Pre-engineered wood roof !fl
M.Gt" • 141E •13a7N67 2.m +909 14.17 AE67 ,".aQR:S:•..YC qWz 101 aM rNrrr♦d Wrd ARSVTP7, Ln
21 . 1l4CAb.d W a li ,7,N?1•M S:.a57s Unl1a1 Hood
trusses 24" o.c. 3/4" Tongue & _
,t6&nw=raa 107
'�ad�••" Groove Flooring
Dbl. 2x4 Top Plate -- W V
lu
Simpson Metal ties - w
o- 0
Alum. Drip Edge - /
- --- - --
Naa nas rv. BARN YARD ,,,,a m,a r.• I O I !BARN YARD
PATZ{-GR G8268 GAMBREL ATTIC i 0 1 PEA Rl7 2<GR GAMBREL ATTIC t PATRx)7 21GR L J
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ooa ss,s ,,,.. u,♦ 14t i'G'+17'•49.
4 Concrete Slab z
as II 2M= n
7 . 6 Mil. Poly Vapor Barrier -- - �, Q
A 'a7•, 21 6" Compacted Gravel Minimum I m
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rr 4.B � 10 Mill Creek Vinyl Siding
4.<aI—
i (Customer a to select color)
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q M 11 I
II I 9LAa 12 3 ' "
2x4 Wall Studs ® 16 O.C. O
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It V •
(1) Pressure Treated 2x4 Sill
3A 7
Polystyrene sill sealer - - U } N
1/2"X10" Anchor Bolts ® 6' o.c. (max.) - - Co 0- ( "
Ad= 11.11 I >s II ./= 7zt3= • f U
Pt.r O,lWatXYI It0.480.1-01 Rat f20.t6L15049E00•L la OS2 Ed=•111104A Eo0a11,40h120.1.H111504E0.1-0I HI Eapa 06•t1119� ti1N - i•„s-9E oat•—t2^+$',51�-Jaiat n70-30 A1•IO�CA 0.3U 03i01
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LDADMIG(p1� C9 OEFL n Ilal rGd Ud PLAIEf CFEP DEFL n Oxl YON lM PLATES 0'AP
TCLL 70.0 SPACP4t,csa•• 2-00 6C GO.-. V*ALL� -0241619 >fi00 240 LriZO 1211144 I I.OACa4G IPA) Pwmk• 240 TO 0,58 Vm •0,1a 17.,9 >a05 240 L(i6) 19T11M ,•
PU-khaaaw 115 -02518.19 >5T3 100 Tql 300 PYI..MMM I'S BC 0K> Y MTL -02117.16 a675 ty. ' -
Q TC 1000 . Rp S,reL Yxr Y10 p.,7 H..(71) .0.00 7E nA n. vuacnL i35D I TCDL 10.0 LM[nr hC.+M 15 Approximate grade
BOOL 00 R.v S•R14 hC MO WB 042 Itr16TL1 QO7 t8 na na 165It
BC
10.0 Coda IRC200Y,P0002 (fAah=) BC0. 1a0 Ceea " ( ' I ��{A/■`
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In M LUMBER a1.t Cis= rrW-z 100FRS]4b•arc a r2 w EatAaf:.:.O�i4'S r:a" -yam FDA=f3(b)•LL—I t�I— anrbaad M'.FR$flaON and lar rG C{Ea,r,Or(210413 b W-15 Y+..q2)
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