HomeMy WebLinkAbout23679-z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-25559 Date: 02/27/98
THIS CERTIFIES that the building ALTERATION
Location of Property: 1095 HYATT RD SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 50 Block 1 Lot 14
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated AUGUST 27, 1996 pursuant to which
Building Permit No. 23679-Z dated SEPTEMBER 12, 1996
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is ALTERATION & GARAGE ADDITION TO EXISTING ONE FAMILY DWELLING
AS APPLIED FOR.
The certificate is issued to THOMAS J SADOWSKI
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. #19308 02/11/97
PLUMBERS CERTIFICATION DATED N/A
Budf1ding In ector
Rev. 1/81
FORM NO.
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, N. Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
N° 236`79 Z Date ......... ......... .... ..... ............... 19.1.0
Permission is hereby grant d to:
..... .`��.., . .0.. .. ..........
... t. ... . �. ..41t..�,�......///tva .....
to ...... ... .
. . ..... . .......... ....15?�...... . ... ' .................................................
tpremises located at ...............l�. ............. .. ... ... .. . .... ....G:..-..................................................
a
.................................................................................................................................................................
County Tax Map No. 1000 Section ....... O.... Block .........1......... Lot No. ....1. ...........
pursuant to application doted ............ . .....2-7.............. 19./...4 and approved by the
Building Inspector.
Fee
..... ....
... .. . ... ..... . .. .... ................... .... ............
Building Inspector
Rev. 6/30/80
Form No. 6
TOWN OF SOUTHOLD ?�
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter OR ink and submitted to the building
inspector with the following: for new building or new use:
1. Final survey of property with accurate location of all buildings, property lines,
streets, and unusual natural or topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) .
3. Approval of electrical installation from Board of Fire UndePwriters.
4. Sworn statement from plumber certifying that the solder used in system contains
less than 2/10 of 19 lead.
5. Commercial building, industrial building, multiple residences and similar buildings
and installations, a certificate of Code Compliance from architect or engineer
responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and
"pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and
unusual natural or topographic features.
2. A properly completed application and a consent to inspect signed by the applicant.
If a Certificate of Occupancy is denied, the Building Inspector shall state the
reasons therefor in writing to the applicant.
Fees
1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00,
Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00,
Additions to accessory building $25.00. Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - .25,c.
4. Updated Certificate of Occupancy $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date . . . . . . . . . . . . . . . . . . . . . . . . . .
ongtruction. . . . .�. . . Old Or Pre-existing Building. . . . . . . . . . . . . . .
ion of Property. . • • • • • • • • • • • • • • • • •
House No. Street Hamlet
tel-
or Owners of Property. . .'�,l �rc'�. . . . ,Js. . d.:^!:SIC. . . . . . . .�. . . . . . . . . . . . . . . . . .
y Tax Map No 1000, Section. . . . . .�. . . . .Block. . . . . . . . . . . . . . . .Lot. . t ./.`. . . . . . . . . . . . . . . .
vision. . . . . . . . . . . . . . . . ..::`. . .-... . . . . . . . . .F led Map. . . . . . . . . . ...Lot. . . . . . . . . . . . . . . . . . . . . .
t No. ��6��.��. . .Date Of Permit. C, l . f . . .Applicant' lJr! . . �.: '5 • �S� `)
hDept. Approval. . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . .
ing Board Approval. . . . . . . . . . . . . . . . . . . . . . . .
st for: Temporary Certificate. . .-: . . . Final Certicate. .. . . . . . . . .
ubmitted: $. . . . . . 5 . ... . . . . . . . . . . . . . . .
•AC S cfo PLICANT
� a Z�_ 5_5
BUILDING DEPT.
INSPECTION
oor-[ ] FOUNDATION IST ['v] RO GH PLBG.
[ ] F NDATION 2ND [ INSULATION
[ FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS: �ti,.-,-% C�.i,o -a.-i
DATE / �G u INSPECTOR
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FO NDATION 2ND [ ] INSULATION
( FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS:
DATE-///Z SS INSPECTOR _iy �
BUILDING DEPT.
INSPECTION
[ ��70UNDATION
DATION iST [ ] ROUGH PLBG.
[ 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMAR (S•
DATE �.� � INSPECTO
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] R GH PLBG.
[ ] F NDATION 2ND [ CATION
[ FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS:
zt7
i2�i�� .L�cc�/✓
DATE lb X INSPECTOR
BUILDING DEPT.
INSPECTION
[ XFOUNATION 1ST [ ] ROUGH PLBG.
ATION 2ND [ ] INSULATION
NG [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS:
-Z� &,��
/1-s�Gh,. 6/,C dauG,
W C�� r-.��ro�•.._ IN
DATE INSPECT
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] 1 ULATION
[ ] FRAMING [ FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS
, O.
DATE INSPECTOR�/��
M-102
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] FRAMING [ FINAL
[ ] FIREPLACE 8 CHIMNEY
REMARKS•
DATE Z �� /nIJ� INSPECTOR
suaniNc DEPT.
INSPECTION
[ j FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS TION
[ ] FRAMING [ IN
AL
[ ] FIREPLACE 8 CHIMNEY
REMARKS:
L C/
v Jr
DATE 2 �� �� INSPECTOR
'r ►LI.U' ►N:;I'I
-- -- c- rIURi►URl - IWl
- --- COMMENTS W
FMINDATION
cl
F UUNDAT ION (2ND)
Ir0t1101 FRAME
t rr;ul.n'r r c�tr rr.rt r1. _
COM", .
y
I_ ���/�I .. .. .. .._ ..- ...__..._.. ..._r.-.. .. -. .. _.. .....
t Flnl.
I
ADDITIONAL COWIF NTS:
... . ... .. ..... ... ..
t�t
[R� ROAR[) OF HEAUVII . . . . . . . . . . . . . . .
1'ORM N0. 1 3 S,TS OF PLANS . . . . . . . . . . . . . . .
TOWN OF SOUTHOLD S11Rvl.Y . . . . . . . . . . . . . . . . . . . . . . . .
I111ILUING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . .
;U: AUb 2.4 'TOWN HALL SEPTIC PORK . . . . . . . . . . . . . . . . . . . .
SOUTHOLD, N.Y. 11971
jBL DEFT^
TEM: 765-1802 NOTIFY:
CALL 367 5. �Y3_ 1� . .
9KAI1. ro: �J. �,,-!Alrlrrrrvecl !.y, I Fermit No 3 .,. csl ✓q / o/ ...^'�_.........
Disappro ........................ ... ........................�/ 7/.....
(lkri Iding In.<;lrector
1.1CAWiON FOR 11111i.D1NG Pru i'I'
Date. . . . . . . . . . . . . . . . . 19. . . .
INS'1'Ruc,'rCONS
t
a. Iliis apl)licatiorr mist be ccal,iletely filled in iry tylrewriCer or in ink and submitted to Lite 11nilding Inspector with
3 sets of plans, accurate plot plan to scale. I?ee according to schechile.
a b. Plot: plan showing location of lot arxt of: lxrildings on premises, reiatirmship to adjoining premises or ixiblic
streets or areas, arxi giving a detailed descripLiar of laytx)t: of property mist be drrnnr on the diagr:an which is part of
this application.
c. 'Ihe work covered Iry this applicaLicnr nvry not be cannenced before issname of IkOlding Permit.
d. Illxxt aplrrwal of this application, the lkrilding Inspector will issue a iarilding Per t to lite al+jicant. Stx11
peimit shall ire kept on the ln-emises available for inspection lhrcxlglxx)t the work.
e. No Ixrilding shall ire occupied or used in wlx)le or in part for airy purlrose whatever tnttil a Certificate of
(kx,,Pan y shall have leen granted Iry Lbe lUdI ding Inspector.
APII,](;A'I'l.(Icl iS IHiREITt' MALI; to the iklilding Deparbix-OL for the issuance of a ikrilding Permit pirsitant to the
Ik►ilding 7RX- Orclin,111C.e of the Mn.xr of ti(xrtl)Old, Suffolk Cocnrty, Neta York, aril other al,lrlicable isms, Otilinances or
RegulaLions, for Lire consLrtrction of: Imildings, wkiitions or alterations, or for reunwal or demol iticx), as herein
(lrscrilred. fire applicant agrees to comply with alI applicable laws, ordinances, In-Biding coo lxxrsh! le, -11x1
regulations, arxi to adroit autlx)rized inslrectors ar premises -11xl in Imildirq; fo recess-1 rspectic
�...... .....................
(Sigrrrrtureapplicant, or rumv, if a corporntion)
F93 ....................... ....
(1•tni l ing acklress of applicant)
SLate wl►etlwr applicant is darter, lessee, agent, architect, engineer, general contractor, electrician, phnb)er or Ixlilder.
!�2 ...C2 .e. ........................................ ............. ........................................
Nano of: owner of premises ... Gl..... .....�...5�y-
.......................................................
(as on the tax roll or aest deed)
If applicant is a corporation, signature of duly authorized officer.
.................................................... .....
(Nativ a1xl title of corporate officer)
Ikrilders license No. .........................
Plrnirers license No. .........................
F.lect:ricians I.icense No. .....................
Other Trade's License No. ....................
I. lkwaticxc of land on which proix).sed work wiIA be (Ione..............................................................
�D.� ...... ,�,!�...........................�........... .Cl.............................................
I"ise Nirri)er Street Ikrnlet
C041TI :y Tax Kip NO. 1(X)0 Section ...��....... Block ..11L ......... int ....1� .......
Strlxlivision ...................................... riled Morp NO. ............... Cot ...............
(N.-.ne)
2. SLate existing trse atxl occxrl)arxy of prelniiSes arxi interxk-d use -11x1 occtrpatxy of prolx)secl consLutrcLion:
:). Existitrg rise atxl ocarpancy ... lC fX... .�`-�A� 4� r ............................................
h. in(elxled use atxl occi rvincy ..(E�e Q rQ�.!i'1-......`! I,/— ✓...............................
! N►lure Of %rusk (diec:k i4ii(j, alq,lfcahle): tJlar Ik,l'Idlnl! ,
14:1)r►ir Ilr3,r)val A,klil fon
Ik�Irr,llj /�
lion Other AlceraLion [/
/
..... ........ .. . .. (Descrlpti,jfn
fee
�r I(' thAd l fall, sllydx?r (to be paid (fir 111i.-It
of (Anel l it ,Itis app)icatioo)
un... tAul,er- of 'h l l iu13 unlls (Nt each floor ...
l l' l;firalle, txnlx?r of cars ...... ,
...... ...
(►.
If Ix,strress, c:(n
or mixed cx:cul,stx:y. &x:ci. .. .. . .. ....
. . .. . . .. . .. . .
/. I)iur:nsiotis of exist: .1 slrttcaure+,, If fill TI fy nal.urc: film, exleul: of each type YID of use.,
11L.idil:
. . O 1)e
I)inr?nsicNs of s:� stretcaare Will' al leraCf�cNFslorlt-13 *..uns:/ I,llr ..... .. ..
Ik_y,th ...�B�Y.-• Front
Ik?il;ilc ....� 65 hear �. o•J
%,idler of gl'or'ies
1!. I)lur?nsi(xIs of enl lu? rN_w c(N,slruta _ .. .....
Frex,C •-...
t 1k:fl;lU: .. ..... ..... . ............. Mrll,(:r of ..... ... . . ..... It(:ar .. . . . . . . . ... . .. lkplh ... . .. .... .
Slorfes •..
liize of lot:: Plool
p. .. l . . . ... ... hear
10. Wl e of Purchase ..O }�o Millie of I o a
Q•(f .... . .. Depth
Ie or use distil(:% Ln %d,fcJ, ,re�ufc;(.a are sttuatt_'cl
/.•e.°.. ........
12. Ikx,y prolxr+>c4, (:()Itsl:rtN:(:i(N, vfulr,te :toy zux,lnl! Irxr, )rd lilt c�-O
17. Will lot be rellrac6l reiSulfit.lcxt: p
l4 Will excess fill Ire resloved fron pt e:mi ses: YES
t�ilra ol.' Q+rx?r of prfnises ..... .. YS
Nair? of Architeca Address .......... ...
1'1,(x be tJo.
t"le of Acklress
Is ,lits ,rr, ................ t4klress ... .. .. . ... ... . .. ....
INerly t+ill,ia 3(X1 feel of a ti(lal %reLlalxl7 •11xN►e Nu,
*I F YI:S * YLS ... ..... ..1�(AIIICJIJ) 'ICA,M '11tI1SI1:liS N?IC•11'1' MAY III; IUs • ••-•
1�1111U:U. .. ... . ..
Pl.o'I' DIAGRAMIoc:al.e clearly still (listinctly all Ixtlldin,
f'("' ,,roper, lines, bs, afire heresc el istfnQ or prof)"e(1, six] itxlicate all set-bac:k dl,Ileisions
Y Give lo .street stmt bl(x:k ruder or tlescrf ,Cf(xt accor(lint{ to sk'e(1• atxl slr(xa slreeC
%d lel her inferior or corner lot.
ruses atxf inxlicafe
1
•n'IE (A Nl1 Y(Httc,
At'lllf (M' �L. . .......
- . wom. . . . .... . . .D�c�``
nr? of i,xlivf(lt,,,l signing contract) ..... . .. . ..... . . . . ..Ix:int duly tax,rn> delxst ,
film, says IhaC Ire is the alq,l icfiut
rve Ir;IIIr:(I,
in (he
,rlxnale a[ffcer ,
rsfiid eWIN:r x
Ur ( IX!I-a, film, Is (filly FFutlrurlced to lierfo iu(or lurvc lx:rfunlyd 11I( u(,rk tam, to ngdce FnNI isle
.. .
icfiCial►; Ural: Fill stfiler>LIIto contalned in thfipp
is f l(:Illicit rinuc?e (:tto (he Ix:sl:
riF,lll Ilrfs
1. IIIc w(ik NEIL Ix lN'rl`onlr?(I in llre u4unterset forth in lite aplrli(:al:foil filed lheof* I
of itis k,N)crlecll;e arm, Ix31 if�f; atm,
-n to hefote ur_ ,lila lit.
. .2 ,f
. 19. .
,lary NF fc ..
JOAN M.HULSE . .. .. . •,
Notary Public,State of Now YOflt ( ill;ufilu,:e ,f .. • .•. ...•••'
No. 4720407 l►pl is nl)
Oualified in Suffolk County��aa��
Commission Expires Aug.31, "`jt�
OCCUPANCY OR
USE IS UNLAWFUL PR E AS NOT
WITHOUT CERTIFICATE _., # ar
Of OCCUPANCY � M&"NT'C-IF . UILDING AT
6-5-1802 S AM TO 4 PM FOR THE
FOLLCIINING INSPECTIONS:
7. FOUNDATION TWO REQUIRED
FOIA POURED CONCRETE
tielw .. ROUGH - FRAMING & PLUMBING
IN'SUL.ATION
1. C-HPAL - CA)NSTRUCTION MUST
BE COMPLETE FOR C.O.
r''6LL CONSTRUCTION SHALL MEET
THF REOUIREMENTS OF THE N.Y
NATE CONSTRUCTION & ENERGY
Thomas ...'RDFS. NOT RESPONSIBLE FOR
SIGN OR CONSTRUCTION IERRORS
Sadowski
(I
x7ara 9 e
i
Thomas Sadowski Job
North
Seal Tab Roof Existing
Shingles House
1x 6 Fine
�Ande r s o n
K
28310 Equiv.
X iT
.0
Rough
19" Exp _ s
Footing Grade Level
36 ' Below
Grade
Thomas Sadowski Existing Structure
Job Existing Door To
Be Fire Rated
Platform & Roughly19"
Steps To Exposure To
Cade Grade
1�
Height To
Match
Existing
New WKRWRItERSCOMWE
32 ' x 32 '
Garage
3 ' To
islab
Inside Finished
Height 11 '
PROVIDE % HR. FIRE
RATED SEPARATION TO S 1 ab „.
3�
PART. 717.3 (f) (1) OF
N.Y. STATE BUILDING CODE. -
JA
+n
. n
Entjy Door
Thomas Sadowski Joh
South
i
WIMMEM
..::.,.,: ........_,,...>.v u..r .�_<.._�._. _.�.._...Y.....v..v-...._.r.�..>_..r._�...-.��_..�.._..:....+_..._-a._.:..�e.«........>r.:err.a.....:...�,.._.,..._..�_..........�........:._....`�
_ +yVrmw�wYanw+ �
Thomas Sadowski Job
East
Vent
( Both Sides) 1x6 Fine
Existing
Seal Tab Root Rake House
Shingles
w._.�
10 ' x 16 '
OF
Rough -
19" Exp � 3 1 Off
- >.
Footing
3 6"Below Grade Level
Grade
Thomas Sadowski Job
FNOHY 9A
Truss Detail
As Per Rear Wall
3-2x12
Studs
16" oC 2-2xv2
Heade r
1'-W
2424' 24' 24' 24' 24" 24' 24' 24' 24" 24' 24' 24• 24" 24' 24' 1'-"
h •J
' I
.. .--�.rFO Pte� .00� - _ - _ .. __-...-- _--� - �♦ _ -_A' _ - - ___ 1 t __ -..
r r IE-ENG
TMSS • 24" O.C.
r
2•x4' TE PATE —�
8 r-0• 1s'-0• $i'-0•
3
2'x4• TOP PLATE
2*c4' WALL STIUS
AT 18' Q.C.
T-TYPE WALL MACH
NOTCH MO STIRS
2k4" PfESSIAE TWIT®
BOTTOM TE PATE
16" 16' 16' 116- 16 16 16" [16. [16. [16- 16' 16' 16" [16- [16- [16- [15- [16- [16- IV 16'J16"116' 16' L 16'];M-
I
OFA"`qw 12'-0" we�IF
.40
PANEL 'C' PANEL 'E' PANGL 'G"
1,
s
4p
I ! PRE-EN6tIXD ROOF
lL VII 11 F i
TRUSS • 24' O.C.
it
16' 16' 16' 16- 16- ifi' 16' 16- 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 15* 2'x4' TIE PLATE
3 V2' 8'-0' 16'-0' 7'-5' 3 V2"
IL
2'X4' TOP PLATE
S ( 2N4' WALL STUDS
f- m AT 15' O.C.
i- T--TYPE WAIL BRACING
a NOTCH INTO STIRS
2N4' PRESSURE TREAT
BOTTOM TE PLATE
1-
".b. 16' 116' 116' 16' 16' 15' 16' 16' 15" 16' 16' 4' 16' 15' 16' 16' 16' 16' 16' 16' 16' 16' 16'
Of
_ PANEL BPAWL *A*
REAM WALL Fg4 OMEB 2L2MAUCO
M
APP TTj
CErm"m
New AAlw- 5oN
� OX/ST/NG,.
PROVIDE OPENINGS FOR
EMERGENCY ESCAPE AS
UK IS UNLA UL
_ REQUIRED BY PART. 714 OF
c _ I NI+jG rN.Y. STATE BUILDING CODE.
0!1THOUT CERMFICAT
O g F b eoo n� New
T C U PA N
.�,
tubing is_u
Sec
z
for water distributing
System; Piping shall be -—,�--
of types If or Loni tafm Q
° pQv 2
w z --- -Y bow - c e osE
(D z O D X02 ,► ►I
Fa z w m�N. Ya
Lu
f C o Ai-
jr LL
C. CL 3 z cry F
a od �
- Y - REFRfG
6 ?
PLI HiQ fp4 fr7 f/[}��' {�/'� ]q{ ,
} ✓ ,
L , C
C'¢ l� "
-VT ii AS NOTE
� cX_b DATE:
- '}o B.P.#
/
FEE:
BY
Iry
NOTIFY UILDI DEP TAT
% I S nYK 755-180 9 A TO 4 M OR THE
OLLOWING INS ECTIONS:
FOUNDATION - TWO R QUIRED
< : ' _
FOR POURED ONCRETE
kn ��� t, C � -Ff4MING & PLUMBING
/}ti'b��'SarJ
r1n.rt:a;'�;Urs 3. INSULATION
4. FiNAL -
CON,
BE
RE COMPLETE FOR C.O.
ALL CONSTRICTION SHALL MEET
TVIF REQUIREMENTS OF THE N.Y.
I-L T-o t 433 E CONSTRUCTION & ENERGY
- i �;, a ES. NOT RESPONSIBLE FOR
f-; 0€S16N OR CONSTRUCTION ERRORS
:
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RUSH
TRUSS ENGINEERING COMPANY
EX
JOB TICKET
TO:
Trusty- Pennington, NJ (84E) DATE: 5/14/97
ATTN: SM TEC JOB NO: 31410
FROM: AL YOUR W.0. NO: E24302
NUMBER OF PAGES 3 INCLUDING THIS PAGE
JOB INFORMATION
DATE RECEIVED 5/13/97
DRAWING NOS. 194620 - 194621 ACCOUNTING USE ONLY
R D L C T A A+ F U
NO. OF DRAWINGS 2 1 ITI I El
NO. OF COPIES 2
STATE SEALS NY
RUSH FAX NEXT DAY 2ND DAY SATURDAY DELIVER
ENGINEERING
2
REVIEW: NO. OF DRAWINGS _
DESIGN: NO. OF DESIGNS 1/2 HOUR INCREMENTS
NO. OF REPAIRS 1/2 HOUR INCREMENTS
DESIGNED BY AL DATE 5/13/97
CHECKED BY FL DATE 5/13/97
OTHER SERVICES
NO. OF COPIES OVER TWO * NO. OF DRAWINGS -
FAXING SERVICE: NO. OF PAGES
FAX TO THIRD PARTY NO. OF PAGES
MAIL SERVICES: MAIL TO THIRD PARTY X
OVERNIGHT MAIL: 1-40 PGS 40+ PGS
2ND DAY MAIL: 1-40 PGS 40+ PGS
DATE RECEIVED 5/13/97 DATE FAXED DATE MAILED 5/14/97
SPECIAL INSTRUCTIONS: US Mail one copy to: Tom Sadowski, Mailbox 28, Southhold, NY
11971.
DESIGN INFORMATION 92901 RHD WO: 24302 TI:Tl TY: 15
This design m
is for an individual building �p CHORDS: 2x4 SPF 1650F-1.3E 1X4 continuous lateral bracin attached with ==============Joint Locations===============
component and has been based on inforation ® g
provided by the client.The designer disclaims 2x4 SPF 210OF-1.8E 1,4 2- lOd nails each member where shown.Bracing 1) 0- 0- 0 6) 21- 0-12 11) 23- 0- 9
any responsibility for damages as a result of BOT CHORDS: 2x4 SPF 210OF-1.8E MUST be positioned to provide equal unbraced 2) 6- 2- 3 7) 22- 6-12 12) 16- 0- 0
faulty or incorrect information,specifications WEBS: 2x4 SPF STUD segments OR 2x4 "T" brace may be nailed flat 3) 9- 5- 4 8) 25- 9-14 13) 8-1,,- 7
and/or designs furnished to the truss designer MULTIPLE LOADS -- This design is the to edge of web with 12d nails spaced 8" o.c. 4) 10-11- 4 9) 32- 0- 0 14) 0- 0- 0
by the client and the correctness or accuracy composite result of multiple loads. Brace must extend at least 90% of web len th 5) 16- 0- 0 10) 32- 0- 0
of this information as it may relate to a spe- �Po P 4
cific project and accepts no responsibility or 2x6 Brace required on any web exceeding 141. All COMPRESSION Chords are assumed to be
exercises no control with regard to fabrica- PROVIDE UPLIFT CONNECTION PER SCHEDULE This truss is designed to withstand 90 MPH continuously braced unless noted otherwise.
tion,handling,shipment and installation of wind per ASCE (MWFRS) for importance factor
support 1 131# P
trusses. This truss has been designed as an gu rt 2 131# of 1.00, mean roof height of 23.0 ft, and ..TC...FORCE...CSI ..BC...FORCE...CSI
individual building component in accordance MAX LIVE LOAD DEFLECTION internal pressure coefficient condition I 1- 2 -5607 0.82 14-13 5223 0.73
with'TPI-85"and"NDS-91"to be incorporated
as part of the building design by a Building L/833 at JOINT #12 2- 3 -5005 0.50 13-12 4340 0.56
Designer(registered architect or professional L=-0.45" D=-0.18" T=-0.63" 3- 4 -4878 0.62 12-11 4340 0.56
engineer). When reviewed for approval by the 4- 5 -3603 0.52 11-10 5223 0.73
building designer,the design loadings shown
must be checked to be sure that the data shown 5- 6 -3603 0.52
are in agreement with the local building codes, 6- 7 -4878 0.62
local climatic records for wind or snow loads, 7- 8 -5005 0.50
project specifications or special applied loads. 8- 9 -5607 0.82
Unless shown,truss has not been designed for
storage or occupancy loads. The design assumes
compression chords(top or bottom)are continu- `���tIN1lIf t//tr011!
ously braced by sheathing unless otherwise !!y0
specified. Where bottom chords in tension are
not fully braced laterally by a properly applied „ r
rigid ceiling,they should be braced ata '` `�, •� �e. ",'".�y ���i
maximum spacing of 10'-0"O.C.
FABRICATION NOTES
. �
Prior to fabrication,the fabricator shall review w�
this drawing to verify that this drawing is in
conformance with the fabricator's plans and to •�
realize a continuing responsibility for such veri-
fication. Any discrepancies are to be put in •
writing before cutting or fabrication. Connector 16'0-0 16-0-0 • ��•.' `�?
plates shall be manufactured from 20 gauge gal- T1
vanized steel meeting ASTM A446-72,Grade A, 1 2 3 4 6 7
hot dipped galvanized unless otherwise shown. 4
Plates shall not be installed over knotholes, 4.00 -4.00
knots or distorted grain. Members shall be cut
for tight fitting wood to wood bearing. Con- 6X6
nector plates shall be located on both faces of
the truss with nails fully imbedded and shall be
sym.about the joint unless otherwise shown. A
5x4 plate is 5"wide x 4'long. A 6x8 plate is 6" 3X5 X5
wide x 8"long. Slots(holes)run parallel to 3X X5
the plate length specified. Double cuts on web T
members shall meet at the centroid of the webs 1.5X4 1.5X4
unless otherwise shown. Connector plate sizes 5-11-11 5-7-15
are minimum sizes based on the forces shown
and may need to be increased for certain hand- 0-3-15 0-3-15
ling and/or erection stresses. This truss is not
to be fabricated with fire retardant treated
lumber unless otherwise shown. For additional
information on Quality Control read'Quality
Standard for Metal Plate Connected Wood 5X9 3X5 8X8 3X5 5X9
Trusses,QST-86 and TPI Recommended Code
of Standard Practice".
PRECAUTIONARY NOTES
All bracing and erection recommendations are
to be followed in accordance with"Handling f I
Installing&Bracing',HIB-91. Trusses are to 32-0-0 V
be handled with particular care during banding 114 13 12 11 1
and bundling,delivery and installation to avoid
damage. Temporary and permanent bracing 2360# 4.00" 2360# 4.00"
for holding trusses in a straight and plumb pos-
ition and for resisting lateral forces shall be 1-0-0 32-0-0 1-0-0
designed and installed by others. Careful hand- (R1-0
0)
ling is essential and erection bracing is always
required.Normal precautionary action for
mosses requires such temporary bracing during EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 scale = 0.1875
installation between trusses to avoid toppling
and domiall be The supervision of erection of WARNING' COMPONENT Eng. Job" 31410 WO: E24302
trusses shall be under the control of persons • READ ALL NOTES ON THIS SHEET. ENGINEERING g •
experienced in the installation of trusses. A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING DWg: 194620 Truss ID: Tl
Professional advice shall be sought if needed. CONTRACTOR. BY
Concentration of construction loads greater : Date: 5-13-97
than the design loads shall not be applied to
trusses at any time. No loads other than the Bracing shown on this drawing is not erection bracing,wind bracing,portal Q Q TC Live 50.0 psf DurFac-Lbr• 1.15
weight of the erectors shall be applied to bracing or similar bracing which is a part of the building design and which TREK CO DurFaC-Plt• 1.15
trusses until after all fastening and bracing must be considered by the building designer. Bracing shown is for lateral TC Dead 10.0 psf
is completed. support of truss members only to reduce buckling length. Provisions mustp0��QOQ O.C. Spacing: 24.0"
made to anchor lateral bracing at ends and specified locations determined BC Live
be 0.0 pSf P g'
SPLICES by the building designer. Additional bracing of the overall structure may TRUSS ENGINEERING CO. 0 10. sf Design Criteria: TPI
I-ovate'in-panel'splices at approx.1/4 of TBC be required.(See HIB-91 of TPI). For specific moBC Dead
ss bracing requirements, 818 SOUNDS[DE ROAD P Code Desc•
panel length from adjacent joint as shown on TRUSTY BUILDING COMPONENTS contact building designer. (Truss Plate Institute, TPI is located at P.O.BOX 585
truss drawing. 583 D'Onofrio Drive,Madison,Wisconsin 53719). EDENTON,NC.27932 TOTAL 70.0 psf V:05.24.96-163426
NCS: 05.24.96
R DESIGN INFORMATION 92901 RIND WO:24302 TI: GI TY: 2
This design is for an individual building TOP CHORDS: 2x4 SPF #2 2X4 TRANSVERSE BRACING nailed flat to edge ==============Joint Locations===============
component and has been based on information g
provided by the client.The designer disclaims BOT CHORDS: 2x4 SPF 1650F-1.3E of web with 12d nails at 8" o.c. or a SCAB 1) 0- 0- 0 12) 22- 0- 0 23) 20- 0- 0
any responsibility for damages as a result of WEBS: 2x4 SPF STUD of the same dimension and grade as web) 2) 4- 0- 0 13) 22- 6-12 24) 18- 0- 0
faulty or incorrect information,specifications MULTIPLE LOADS -- This design is the nailed to face(s) of web with lod nails 3) 6- 0- 0 14) 24- 0- 0 25) 16- 0- 0
and/or heclientagns furnished and the
thetruss
accdesuracy
composite result of multiple loads. staggered 8" o.c. SCAB or TRANSVERSE 4) 8- 0- 0 15) 26- 0- 0 26) 14- 0- 0
by theclientandthe it
to accuracy All COMPRESSION Chords are assumed to be BRACING to extend for 90% of web length. 5) 9- 5- 4 16) 28- 0- 0 27) 12- 0- 0
of this information as it may relate to a spe- g
cific project and accepts no responsibility or continuously braced unless noted otherwise. 2X6 BRACE req'd on any web exceeding 14' 6) 10- 0- 0 17) 32- 0- 0 28) 10- 0- 0
exercises no control with regard to fabrica- "*" denotes ONE edge or ONE face 7) 12- 0- 0 18) 32- 0- 0 29) 8- 0- 0
tion,handling,shipment and installation of This truss is designed to withstand 90 MPH "**" denotes BOTH edges or BOTH faces 8) 14- 0- 0 19) 28- 0- 0 30) 6- 0- 0
trusses. This truss has been designed as an wind per ASCE (MWFRS) for importance factor
individual building component in accordance P � 9) 16- 0- 0 20) 26- 0- 0 31) 4- 0- 0
with"TPI-85"and"NDS-91'to be incorporated of 1.00, mean roof height of 23.0 ft, and 10) 18- 0- 0 21) 24- 0- 0 32) 0- 0- 0
as part of the building design by a Building internal pressure coefficient condition I 11) 20- 0- 0 22) 22- 0- 0
Designer(registered architect or professional
engineer). When reviewed for approval by the
building designer,the design loadings shown
must be checked to be sure that the data shown
are in agreement with the local building codes,
local climatic records for wind or snow loads, �J'11t111I1r1///
project specifications or special applied loads.
Unless shown,truss has not been designed for
storage or occupancy loads. The design assumes w,' ®4 + •+. p. 1�,'s/���
compression chords(top or bottom)are continu-
ously braced by sheathing unless otherwise
specified. Where bottom chords in tension are d •,r<
not fully braced laterally by a properly applied Q. a
rigid ceiling,they should be braced at a o S
maximum spacing of 10'-0"o.c. e
w �r
FABRICATION NOTES /r '
h
Prior to fabrication,the fabricator shall review � '1f•1� <'
this drawing to verify that this drawing is in
conformance with the fabricator's plans and to
realize a continuing responsibility for such veri-
fication. Any discrepancies are to be put in 16-0-0 16-0-0 P�0 l �����`'
writing before cutting or fabrication. Connector
plates shall be manufactured from 20 gauge gal-
vanized steel meeting ASTM A446-72,Grade A,
hot dipped galvanized unless otherwise shown.
Plates shall not be installed over knotholes, 0
knots or distorted grain. Members shall be cut
for tight fitting wood to wood bearing. Con- 4X6
nector plates shall he located on both faces of 1.5X4 1.5X4
the truss with nails fully imbedded and shall be
sym.about the joint unless otherwise shown. A 1.5X4 1.5X4 1.5X4 3X5
5x4 plate is 5"wide x 4"long. A 6x8 plate is 6"
wide x 8"long. Slots(holes)run parallel to3X5 1.5X4
the plate length specified. Double cuts on web T 1.5X4 1.5X4
members shall meet at the centroid of the webs
unless otherwise shown. Connector plate sizes 5-11-11 1.5X4 1.5X4 1.5X4 1,5X4 5-7-15
are minimum sizes based on the forces shown I 0-3-15 0-3-15
and may need to be increased for certain hand-
ting and/or erection afre e t This truss d not
to be fabricated with fire retardant treated
lumber unless otherwise shown. For additional
information on Quality Control read"Quality
Standard for Metal Plate Connected Wood 2.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 6X6 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 2.5X4
Trusses,QST-86 and TPI Recommended Code
of Standard Practice".
PRECAUTIONARY NOTES
All bracing and erection recommendations are
to be followed in accordance with'Handling ®I l
Installing&Bracing",HIB-91. Trusses are to 32-0-0 I�
be handled with particular care during banding T—T
and bundling,delivery and installation to avoid 32 31 30 29 28 27 26 25 24 23 22 21 20 19 1
damage. Temporary and permanent bracing 4.00" 4,00"
for holding trusses in a straight and plumb pos- 1_ _
ition and for resisting lateral forces shall be _ ") L 32_0_0 1-0-0
designed and installed by others. Careful hand- (RI-0-10) I (jtl-Q-l0)
ling is essential and erection bracing is always
required.Normal precautionary action for
trusses requires such temporary bracing during EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 Cont. Support Studs @ 2-0-0 o.c. scale = 0.1875
installation between trusses to avoid toppling
and dominll be The supervision of erection of WARNING' COMPONENT Eng. Job: 31410 WO' E24302
trusses shall be under the control of persons . READ ALL NOTES ON THIS SHEET. g •
experienced in the installation of trusses. A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING ENGINEERING Dwg: 194621 �" Truss ID' GI
Professional advice shall be sought if needed. '
Concentration of construction loads greater CONTRACTOR. BY
than the design loads shall not o applied to BRACING WARNING DSgnr: AJL Chk: Date: 5-13-97
trusses at any time. No loads other than the Bracing shown on this drawing is not erection bracing,wind bracing,portal Q a D p TC Live 50.0 psf DurFac-Lbr' 1.15
weight of the erectors shall be applied to bracing or similar bracing which is a part of the building design and which TREK CO
trusses until after all fastening and bracing must be considered by the building designer. Bracing shown is for lateral TC Dead 10.0 psf DurFac-Plt: 1.15
is completed. support of truss members only to reduce buckling length. Provisions must
be made to anchor lateral bracing at ends and specified locations determined 0���00� BC Live 0.0 psf O.C. Spacing: 24.0n
_TBC
SPLICES by the building designer. Additional bracing of the overallstructure em rets, TRUSS
SOU ENGINEERING
ROAD BC Dead 10,0 psf Design Criteria: TPI
Locate'in-panel'splices at approx.1/4 of be required.(See HIB-91 of TPI). For specific truss bracing re
panel length from adjacent joint as shown on TRUSTY BUILDING COMPONENTS contact building designer. (Truss Plate Institute, TPI is located at P.0.BOX 585 Code Desc:
truss drawing. 583 D'Onofrio Drive,Madison,Wisconsin 53719). EDENTON,NC.27932 TOTAL 70.0 psf V:05.24.96-163427- 2
HCS: 05.24.96