HomeMy WebLinkAbout32980-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-32748
Date: 11/21/07
THIS CERTIFIES that the bui1ding
DWELLING
Location of Property: 480 COTTAGE
(HOUSE NO.)
County Tax Map No. 473889 Section 122
WAY
(STREET)
Block 2
MATTITUCK
(HAMLET)
23.20
Lot
Subdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
fi1ed in this office dated
APRIL 25, 2007 pursuant to which
Building Permit No. 32980-Z
dated
MAY 1, 2007
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
SINGLE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to CDCLI HOUSING DEV FND CORP
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-07-0035
11/09/07
ELECTRICAL CERTIFICATE NO.
117187C
11/02/07
PLUMBERS CERTIFICATION DATED
09/12/07 CHARLES BRUNO
~ze~
Rev. 1/81
Fonn ;'\10. 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 Department with the following:
A. For new building or new use:
I. 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 Underwriters.
4. Sworn statement from plumber certitying that the solder used in system contains less than 2/1 0 of I % 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.
B, For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
I. 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.
C. Fees
I. 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 - $25.00
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction: y~ Old or Pre-existing Building:
Location of Property: k} '2;.D Co-AoQ.P
House No. Street-l
Owner or Owners of Property: LDLl-- I.
Suffolk County Tax Map No 1000, Section } d- d.-
Subdivision \~C.J..h~ a:\- \'(\.rl.\.- ~. r ~
Permit No. ::2... "'\C('X1:) Date of Permit.
(OYl'<\
(check one)
0'\a+\.+lOrk'
Hamlet
Filed Map.
Lot J3.0)()
Lot: V={
Block J
Applicant:
Health Dept. Approval:
Planning Board Approval:
Underwriters Approval:
Request for:
Temporary Certificate
Final Certificate:
(check one)
Fee Submitted: $
lX-<.Z . 7)'f 3:1.-
c t-t. 3 d.J 'f 'b
FORM NO. 3
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)
PERMIT NO.
32980 Z
Date MAY
1, 2007
permission is hereby granted to:
CDCLI HOUSING DEV FND CORP
2100 MIDDLE CTY RD
CENTEREACH,NY 11720
for :
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING PER PLANNING BOARD
L~ ICf
APPROVAL AS APPLIED FOR
at premises located at
480 COTTAGE WAY
MATTI TUCK
County Tax Map No. 473889 Section 122
Block 0002
Lot No. 023.020
pursuant to application dated APRIL 25, 2007 and approved by the
Building Inspector to expire on NOVEMBER 1, 2008.
Fee $
776.40
/1.:iAj~ ~.
! Authorized Signature
ORIGINAL
Rev. 5/8/02
Electrical Inspection Certificate
Issue Date
111212007
Electrical Inspection Service, Inc.
375 Dunton Avenue
East Patchogue, New York 11772
(631) 286-6642
Application Number
117187C
Issued To:
Street:
Village:
Section:
Island Estates East LLC (Job #19)
480 Cottage Way
Mattituck Zip: 11952
Town: Southold
122
Block: 2
Lot: 23.20
Contractor: Newbridge Electric of L.I. Corp. Lic. # 3857-E
Was examined and found to be in compliance with the National Eleclricel Code.
D Commercial D NV Defects DpooI 00 1st Floor 00 Indoor 00 Basement D Hot Tub
~ Residential D Del Garage D Attic D 2nd Floor ~ Outdoor D Addition D Survey
Switches Receptacles Fixtures GFI Heaters AlC Fans
10 20 13 4 1
Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves
1/20a 1 Gas 1/20a
Furnace Oil Gas Circulators Smoke Detector Bell Transformer
1 x 1 4 1
Meter Amps Phase UGlOH Jacuzzi Television CO Detector
1 150 1 ~/ 1
Bldg. Permit: 32980
Other Equipment
1-150 amp M/B Panel
1-30 amp WID combo Disc.
..!/fl ~/A~J6\
President
Rough InsPection: 0612812007
Inspector. John Me Mahon III
Final InsPection: 1013112007
InspectDr: John Me Mahon III
This certificate must not be aUered in any manner. Inspectors may be identified by their credentials.
T-.. Il.It, 5309$ M.ln Road
P.O. Box 1179
Soulllold, New York 11971.0959
#'~<;'7.X"':Z'~;'f-,
t::$i'ifflll.t ~~~
l.r~JI~''\.
~~ ~~
.~ $1.
~~"'" ~ '~""
"~,, ~~
~?I/}.i .. .~. v'
~~ ,~,:::fY
-~~.t:';-;.">"
F.x (631) 165.1823
Tclopbone (&1) 76.S-1tlO2
BUILDING Dl!.PMTMIlNT
TOWN OF SOUTHOLD
CERTIFICATION
Date: 9/ /",2j () 7
Building Permit No, ~~q ~'D
Owner: CD c...L -::s::..
(please print)
Plumber: (?/lLtPJ.fi!(' f?R/J/V/J
(please print)
I certify that the solder used in the water supply system contains less than 2/1 0 of I % lead,
r?L~~
(PlumberS Signature)
Sworn to before me this I,,:) b..-
day of J f _~ . 20 b I
F
s~{ti~{~::5
Notary Public. Jv rfjli( County
SOPHIA SMIMMO
Notal)' Public State Of New York
No. 4604011
Qualified In Suffolk CoYJllY " , ,
Term Expires Februal)' 28 ~
KENNETH L. EDWARDS
MARTIN H. SIDOR
GEORGE D. SOLOMON
JOSEPH L. TOWNSEND
MAIUNG ADDRESS:
P.O. Box 1179
Southold, NY 11971
OFFICE WCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY
PLANNING BOARD MEMBERS
JERILYN B. WOODHOUSE
Chair
IroJ i @ [; ~ Wi
1U1J[- 2~-
i
f t:
L____,_"'_'('v/ : ,,<'),
Telephone: 631 765-1938
Fax: 631 765-3136
, Ji
j'-j
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
To: Building Department
From: Anthony Trezza, Senior Planner
Date: November 26, 2007
Re: The Cottages at Mattituck
It has been brought to the Planning Board's attention that the Building Department is
preparing to issue Certificates of Occupancy for a number of residences in the recently
constructed Cottages at Mattituck. Please be advised that the Planning Board has no
objections to the issuance of the CO's because the builder has agreed to complete the
installation ofthe monuments within 60 days of the date of this correspondence. In
addition, the Town will not release the bond until such time as all work is completed.
MERCURY TEST CERTIFICATION BY CONTRACTOR
DATE: C) /I).--o-:r
Plumbing Contractor: Park Avenue Plumbinl! Corooration
Address: 856 Johnson Avenue Suite 2 Ronkonkoma. N. Y.11779
Telephone: (631\ 981-3800 Fax: (631\ 981-3861
Plumbing License # 1543P
Name of Licensee: Charles Bruno
Owner of Property: .to.-
CbCL-T-
Address of Property: ,. uaJ (\;').
Section \').d-. Block OO()'J.- Lot OJ-~. OUl
Permit# 1;:tt:18"fi House# 1RI 4Ba ~\d,~ \o-t--%=. \'1
Telephone # of Owner: .ffi \ - l d \ S
Type of Gas (LP) (NG) /1/ ~
I certify that I am a licensed Plumber in Suffolk Countv and have performed on this
date a mercury test on existing or X new (please
check) gas piping located at the address above and that no gas leaks were detected.
~
License # Is- ~5 P
3~1 062-
~/1
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST
[ ] FOUNDATION 2ND
[ ] FRAMING I STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRucnON
[ ] ROUGH PLBG.
[ ] INSULATION
[)1 FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
REMARKS:
~~ \...ci tJK,
C~ ~ o'-.Jj()/
~\~. --' ~~
Lr+ t) . ~roo
1/ -/5- 07 A_ //~/JA
DATE INSPECTOR ~ r-; ~
3 ~q to 7-
~/(
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST
[ ] FOUNDATION 2ND
[ ] FRAMING I STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUCTION
[ ] ROUGH PLBG.
qlNSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
REMARKS:
I)-~ ~-~ ~
. -"' ~ ok
~~ -t7ae-<:- h.- A ~ ~~
5/.# ",e~;3o
DATE IO-~-tJ7
INSPECTOR ~ ~
~ If
I- ~l
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
';J\€ ~
1'f1 ~
Vo- &J(
[ ] FOUNDATION 1 ST
[ ] FOUNDATION 2ND
[ ] FRAMING I STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] RRE RESISTANT CONS11lucnON
REMARKS:
[ ] ROUGH PLBG.
b(]INSULATION
1'[ ~L
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRAnoN
-7 ~
~ if--.).;O
INSPECTOR
DATE
~r~ tD Z-
~II
TOWN OF SOUTHOlD BUilDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PlBG.
[ ] FOUNDATION 2ND [)<( INSULATION
[ ] FRAMING J STRAPPING [] FINAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSl1U.C110N [ ] FIRE RESISTANT PENETRA110N
REMARKS: R--(3 ~ ~ ~
~~O*. p~~~
~.o4t l?~' l!>~
DATE 7..-/~-/)7
INSPECTOR * ~
:3 r-9 Vo :z-
j.;t ) ~
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST tX1 ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
~.UIII~."R--rIlIG [] FINAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPEcnON
[ ] FIRE RESISTANT CONSTRIICnON [ ] FIRE RESISTANT PENETRATION
REMARKS: 4; ~ I-
~ .~ ;:;:::::;
~~~
~.
I
~~~~~
DATE 7--/0 -d 1
INSPECTOR ~ ~
3?-{ "to 7-
MIl
TOWN OF SOUTH OLD BUILDING DEPT.
765.1802
INSPECTION
] FOUNDATION 1ST
[ ] FOUNDATION 2ND
cf>4:!RAMIN~ STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSlRUC'I1ON
p<t ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
ffe-c(~~ ~
,
,
~
DATE
7-1/--t7 7
INSPECTOR
~~~
J f1--.1 to Z-
tit /1
TOWN OF SOUTHOlD BUilDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PlBG.
[ ] FOUNDATION 2ND [ ] INSULATION
l)Q FRAMING 6TRAPPI~ [] FINAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPEC'nON
[ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENmAnoN
REMARKS: ~ _ ~
~I\~
DATE
'-IS- ...-07
INSPECTOR ~ ~
INSPECTION
[ ] FOUNDATION 1 ST
M... FOUNDATION 2ND
[ ] FRAMING I STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUCT1ON
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRAnON
REMARKS. ~ '
~), ~-~
~Jt
DATE 6--1-07
INSPECTOR ~.~
3/---{ to z..
TOWN OF SOUTHOlD BUilDING DEPT.
765.1802
INSPECTION
~OUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING I STRAPPING [] FINAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONS11UJCnoN [ ] FIRE RESISTANT PENETRAnON
~ I
REMARKS:
~ o}1'
/
DATE
S - -:Mf---t>7
INSPECTOR ~~
..-r'
FIELD INSPECTION REPORT
FOUNDATION (1ST)
FOUNDATION (2ND)
ROUGH FRAMING &
PLUMBING
INSULATION PER N. Y.
STATE ENERGY CODE
FINAL
I ,
Cc,/{; /1 '
, I
f--.
e--"
-
DATE I COMMENTS
c:; ?-Y "' ~ / /JX- .L ~,- ~'14:>. Uit'(
, ~ '7ITJ ~". .//~.1t?,?JP/,
.fI, _. /V 1..-. ^ A 1/'./ ~
~U ..I ,,^ '":.-.&7 ~~/ y .
~V t7 R ." "
re -1---1- 7 ...:AJ.: /. :!tl..c-- /14/ h- . ~' " ~
f/ "tt _7/ -p '/ ~f/ 0
u
z
I{'-/s-- 07 kt1\.~ ~,. /~ fYI y~
~ ' V' ./". "l :.- if./, _ ?- t;'-.-J ~ ---z:ET J::-
;:;, ," ,.......'1 ~ ~'Jt./ ~ 0 ~
1/~d-P'" ,A:,r~' .~{J., L ~JI"t-, ;qr .'xd$ ~ '7. 1:l
:l:jI-fJ 7 r1l A -.. J I'IA.A....Jl - u: /J~ ..L '${ ~
/\Af) ~~ "'.1. 'J-., t/ ~t..1J 'I)';'" -; ~ //I'r;!
, c~
1:"Lt....~..kll ~. O_-,h. ~ I~' (/8 trrvi"l' ~ ==
~ Ok"..-j::U\ I? tl,... ,~h . - ,f;f.A ~O ~ <; ~
~()/() .A.J...,//- I! 7'. ^ ~.~. h:i" A;;' tol
. ~
"_'--1- ~ JlA~ if rfl_ ../ (ef'/).
l/ ((?", ~ .<: .........5Y< ~ 'li ~ ':'-"--;:)
11~-ll tv-vC. ';;:;-;:;,Dh14f_ - p J.f-" '1J.a)1R&U......."" :7
lio -?-s ~{)7 /;}-.:.; , REl - ~ ,..~O ~
. - V A:7 ~ '-oL. CJ}F, A/ M::;P
N' ~ ~t-L ,e' ~ h -- .s;/R kJ~3'D
1/ V -",,~L J 0'
-.
\}l
~~
~~
O~
--- f--
t- r
b ~
/
II.-1S-"C IJ V~/ll ~V I e1. '(;g)W.'. 7T. 1/
bt- ~ h If A94... '/. t r. ~ fI.o j -A1. ~ I _ 11
C-~r-- 0 U -.:: K 77 I if ./' L -......l{/
l
r
r,
f"\
.J)
ADDITIONAL COMMENTS
()
V
g~
m
;lJ
n~. e,c::. .8.- tk,
I
-l'"
..... - ><
I ..
T~
o ~
0<:'0
Z
A)
---6 [;j
\ ~
S~
==
~~
llJ::l
v\ .
LAND NOW OR FORMERL Y OF
SULLIVAN
N 20'21 '00" W
14.22'
NOV 07 2007
N 19'08'00" W
45.79'
Sufiolk Co. Dept. of Health Services
Office Df Wastewater Mstm.
25' NON-DIS.!URBED VEGETATED BUFF'ER
- - - - - -
+ LOT 19
~
;; AREA=8,444 S.F.
LOT 18 10 ;.....
v '" LOT 20
d ~
v+ + v
+ ~
~ "!
;;
FRAME RES.
FFL-J2.7
" "
g
" ROOF
OVER
CONC.
3= ~II
. w
0 .
N ", 0
N m N
~ d N
"
Ol + Id L/')
CD L.P. 0,
'" ~ ~l CD
Ul '"
" >-0: .
+ iDe II) ," z
S 19'16'10" E R=1 :50. 00'
CONC. CURB 45.27' L= 4.78'
Te 29,14 TC 29.56 TC 29.90
485.79'
~
l~
'"~
~~
~~
~~
\-- - - - WATER MAIN -
=
COT~~r.~4~)S~A(
'c,..NOV .~ ()
'- ,.", . ", "110:z
.~~ "---FrJur'
.; H~;~_:_TH SERV!CES
,.;';,"JR
, ..~-::.
'iJ'c- 01- oo~
N c.'___ ". '_'~'~_~"'__'
WATER SERVICE, SANITARY, AND DRAINAGE
SYSTEMS LOCATEO BY OTHERS.
LOCATlON, TYPE, AND SIZE OF UNDERGROUND UTlLlTlES
SHOWN ON THIS SURVEY MUST BE VERIFIED PRIOR TO
ANY CONSTRUCTION AND/OR EXCAVATION. ADDITlONAL
UNDERGROUND STRUCTURES, IF ANY, OF WHICH THE
SURVEYOR IS NOT AWARE ARE NOT SHO'NN.
1\;8 CC'U2:r,:::
, ',1
Jns;-'_-,',',~'~:
~I
....-, ....
..,
b:;Grt:-~:.'
,-.}.
SCTM OISTRICT 1000 SECTION 122 BLOCK 2
LOT 23.20
C:';,.,'
.--1L~5.~,01.
10-26-07
6-11-07
...ADO ,CERTlflC.6nON
ADD WATER. SERV, AND SAN H.C. LOC.
REVISE fND. DIM,
NELSON & POPE, LLP
ENGINEERS . DESIGNERS . SURVEYORS
572 WALT WHITMAN AOAD. MELVILLE, N,Y, 11747-2188
(631) 427-5665 FAX (631) 427-5620
SITUATED
.. \.~
1"10 0f'f"SIET8 (OA ClI.&!!HJION8: SHOWN
I-IH!ONAQflHEEl'1'lIJCT\R!8TQ
TtE I"l'lOI"Bn'Y UrBJ I#fl POR A.
IPECAC NPClII! NCJ UIE NO
TI-EFEI"ClfI:API!NOTM'I!N::lI!DTO
OIA:lE1H!!l!fIEC'T1ONaFPf!NCE8,
IETAMGWAU.8,r'OQ.IJOATlOlS,
fUHTJr<<)NI!.tB,~TO
IIUI.DNl8 NO Nt( cmEfI
""""""'"
CJ.WWrn1B RlIC::Al!D ~ ItW.L. ~
TO lH!! I'I!FIION R:lR WHOM 1H! 8UM!'( 19
I'PEPNED. NO ON..1II!tWJI TO lH!! 'm1.&
co..-N<<, CJC:Jt'EIMENTAI,. NB#C'( NCJ L.EN:llNa
NmJVTk)N I.Br!D tt:NClN. ND ro ltf!
AIIlCNE8 a= ne t..BClIt3 NmM1CM
(lIJ~MlITI!!II#flNOT~TO
ADDI'rlClfW.. NmTVnoN8 Qfl8UIIEOI..Bf1'
OWISII.
UfrW/THOI'IZEOAI.'T&\AllONOfl
~TOlM8IU11\l!YBA
VlOL..ATlON Cl" lE01Dt 72l>> 01" 'THE
tew YCAI( I'TA1WIElUC::ATICIN LAW
CClf"EllI Cl"" THS MCl' fIN' M7r
IIWINQ'IM! LNO a.IM!'\'af8 Nl:!D
EAL. QflIlMK:8B) IEAl..ItW.L NOT
III!~TOIEAVAL.D'f'IIlUl!OCI'1.
NO~ ENBeNT'8OHI'fKlf"BnY
1 ~"=.~~Ofl
""_.
CEATlRED ONLY
DATES,
HDPP
Bppp
SO.
EW YORK
IVISION OF
TlE INSURANCE COMPANY
SCAL.e' 1 . - 30'
..JOB NO. 02007
.".,......."'.......,.- FILE NO. 1000-112
u.arrNCAl'OOPl1.1."~1'T8
LOllY
LAND NOW OR FORMERL Y OF
SULLIVAN
N 20'21'00" W
14.22'
N 19'08'00" W
45.79'
0((;(1 V ~
/.' , (1:
Y ,
-"-
25' NON-DISTURBED VEGETATED BUFFER
-..>....-..~~
LOT 19
AREA=8,444 S.F.
--
LOT 18 10 r-.
(VACANT) ..r ..., LOT 20
0 CELLAR ENT. ~ (VACANT)
..r 30.1 ..r
~ ~
, STY. RES,
FND. ONLY
[TOP OF FND-32.5]
" >-
;; g
'0 1S'
,"":7.7'
"
15." ~
;:: 17.0'
. W ~
0 .
N 0 ff~
N '" N
V' .,; N
'" ,,~
a> V'
CO a>
(/) CO ~it
z ~~
S 19'16'10" E R=1 50.00' 485.79' ~~
45.27' L-14.78'
PROP, CONC. CURB
~
CO TTA GE
WAY
!u~L/ ~ :-J~~i~~i
! (j1Li',~ OEPT
'-. .. . T0WN or S'" 'THOcQ_
SCTM DlSTRICT 1000 SECTION 122 BLOCK 2 PIO LOT 23.1
NELSON & POPE, LLP
ENGINEERS . DESIGNERS . SURVEYORS
572 WALT WHITMAN ROAD. MELVILLE, N.Y. 11747-2188
(631) 427-5665 FAX (631) 427-5620
BPPP
SO.
tetlll'l"aemlTO 1"'l:UOf.1IOH
ua.8TAN':W'DOP'E."~
FILe NO.
02007
1000-112-1
TN! ~ (OR DIIEt8ONB) RiOWN
teI!a4 ""'* 'DE 8TlIJCl\.IB TO
nEPftOlISnYLNBNEPOfIlA
&'eCllRCPUIf"IOI!NOuaeNO
ll6EFaE 1M NOT MBC:l!D 1'0
(I.Q! Ttt! INCTICN CIF FB<<::I!lII.
P2T.foNrG YMU..I, I'OCl.JI,I'Ame,
I'l..NmIO NEAl, AIXlITIONEI TO
M..DfrQI NO N(( cm&I
""""""""
aLWWn'EElllO::A1!D HI!REQH aw.1. RI.N
1'01H! I'ENON FIORWHOU ne QWEY II
I'f&'NEI. NO <* "IIEIW.FTO"" Tm.E
COiWNf(,~H.N'.8f(;(AK)~
NmTVTION I.mB) t'I!I'Eaf, NO TO 'M!
Al!l8ICfEEIOP1H!LBClI<<l~
Cll.INWfT!I!IANlNOTlA~B'EFI~TO
ACCfT1OfrW.MmnIl'IOJr8OR8l.8llEOUBfl'
ClWOEA&
~AL~l1ONClfII
ACCil'I'IONTO""~.A
'I'IOl..A11OH 01" ECmON 7Il>> Of" TM!
treW YClfI( STATE EDUCATlClN LAW.
CCll'eBCfI~~MN'NOT
EEANO M! lNrD IlIM!YCR'8 NtED
IlEAL CIlIMlOBED IlEAL. .w..L P<<)T
BE ca&JBB) TO BE A VAll) lR.E 001"(,
NOI'tfY.w..~ONf'AOI'ERTY
lH..98 NC7T!D. fBJOfI:lS) EA8BENT8 OR
1'llaHJ'0000WAY8,rN(f,NOT~N'E
"""""""".
FOUNDATION LOCATION OF LOT 19
MAP OF "COTTAGES AT MATTlTUCK"
FILeD
SlTVATED
. .' .<:.~.
. .".
CER11FIED
DATES'
HDPP
AT MATTlTUCK'(<'
TOWN OF SOUTHO~{)'i'SUFfOLl(,<::6ti4t~ NEW YORK
ONLY TO "f_::;"i,,,/j~J
LOC 5/29/07:,~~'f~J/ SCALe'1 ,_ 30'
FINAL ~-!:;~";-:~Q1.~:~J!~~ ~ NO.
.::;"..."
LOI19
LAND NOW OR FORMERL Y OF
SULU VAN
(WELL/PRIVA TE SANITARY)
N 20'21'00" W
14.22'
-"..
\
N 1 9~08'OO" W
45.79'
JO,
---~.::_-
~---
"
"
".
--"'--28
"
"
-"-
_ _ ';"._ _ _...)0
~5' NON-DISTUR'BEf) VEGgTATE -B-UFF.~;
"
I
(Y'j\
01
Q'
r--
~ ~:
~i~
J
'j
3
\ '. .
'-2 \
'-'
r;o
rYl
, ,
~'>"
\ ....
~ LOT 18 Co
~. (VACANT)
;"~ "<I-
r. d
('; ,.
n "<I-
'-;.J.. ~
LOT 19
----.AR~A:=_~~~~_~__ .F.
- ------
~
"!
5.
CELLAR
ENT. (32.3)
30'-0"
PROPOSED
'0 RESIDENCE
I (FFL=33.0)
:;: (BFL=25.3)
(31.9)
-H +
'",
"'
r-.
..,
----J2
-LIMIT OF CLEARING
DURING CONSTRUCTION
(31.3)
+
~
"<I-
LOT 20
(VACANT)
~
c: ~:
i.:J"
PROP, CONC.
S 19'16'10. E
45.27'
CURB (TC 29.4)
(30.B)
+ -
~
5.
r
.I
l 1,(;'-;-
Ii'
f!
'.,""
'..J
~;J
'j---
t'.
,
..
8'
~ .
..,-~.,~~-~,--,-",-----'
TC 30.J)
, r.
I~
5 ----____---.1
PROPOSED WATER MAIN --
TEST HOLE No. 2
DATED 3-30-06
EL. 21,5
COTTAGE
WAY
TOP SOIL
(PT)
-0.5
LOAM
(OL)
-,
NOTE: NO WELLS WITHIN 150' OF SUBJECT PROPERTY.
12'
OWNER/APPLICANT.'
ISLAND ESTA TeS EAST
175 PINELA WN ROAD
2100 AlIDDLE COIJNTRY ROAD
SUITe 100
AIEL I4LLE, NY, 11747
MINll.4Ulll SEPTlC TANK CAPACITIES
-18,0 GROUND WATER
ELEV .3.5
1.2,3 OR 4
IllINIIllUM TANK
CAPACITIES
(G.A.LlONS)
'.000
LEACHIN(;POOL
EFf'ECl1VEOEPTH
rlNE SAND
(5P)
NU~BER Of'
BEOROOt.lS
-21.0 ELEV 0.5
SCTM 0lSTRtCT 1000 SECTION 122 BLOCK 2 P/O LOT 23.1 ~3 .~o
NELSON & POPE, LLP
ENGINEEAS . DESIGNEAS . SUAVEYOAS
572 WALT WHITMAN ROAD. MELVILLE, N.Y. 11747-2188
(631) 427-5665 FAX (631) 427-5620
PLOT PLAN FOR LOT 19
MAP OF .COTTAGES AT MATTlTUCK.
ALEO
smJATED AT MATTlTUCK
TOWN OF SOUTH OLD. SUFFOLK CGl:1NTY, NEW YORK
CERT1AEO ONLY TO
DATES'
HOP pI2/12/06 LOC
S P P P 12/12/06 ANAL
SO.
,
~ .. \
, ~ ;;t
\ . ,,:~ -"
-'- , - j :~;
,>,plAAt.::t;,.. ';}
'- . <:<'\~~::~,;~~;.:/l
SCALE' I' - 30'
.JOB NO. 02007
FILE NO, 1000-112-1
lloEOl"FET8(Of1D11!NEl1ONB)SHOWN
HEfEON FftOM 'I)E 8TI'I.IC'M& TO
llE ~ 1.1& NIi FCIfI A
EIf'eCFIC P\JI'OII! AN) UlE AN)
'fHElIlEflOIE NIl! N:)T NTBClED TO
CUJE THE EAECl10H a" f'e<<:E8.
flETANClWAU..8.root.8.I"A1J08.
Pl...AN'JN3AAEA8,ACDfTlOPrIITO
IIl.UlfrlCl8NCNtfO'l1-ER
CONIJllIJC11Cf<
Cll.WWflaE8N:l1CATm~I!ItW.L~
TO ll-E I"!NClN I'OA WHOM TJE 8LtMT III
m:P'NEl, AN) ON Ie EEHAU= TO THi lTT1.E
CQ#I'N<<, 00WRMiNTAL. N:JBC( lID l.B04O
NmM'lC:IN l.IJTED I'BEON, NO TO nE
A88IOHEB Of'l M!! U!NJN3 NJlTTVT1OH.
CJ.WWm!EII APE NOT lIl'\l&9l'llU! TO
.&COITlOfW.NJTTT\IT1CIt8ORaJlIlEOl.ENT
"""'"
l.IrWJfHONZEDAL.'T&'lA.'f1OtrlOft
AOCITIOHTO~8lJI'l't"a.A
VlClI..AllON 0f'l8ECTlON ~ Of'lllE
M!ft YOfI( STATE E!CIJCATlClN LAW,
COf'E8 OF ~ 8lJI'l't"a NN' NOT
lI!AN<<alloEL.ND8lIM!Yl:lft'e1<<l!D
8EAL0fI ~8EAL8HAU.. NOT
BE CONIlIJEFI!DTOBEA VALDTflLECOI"Y.
NO M8lCH..1!AIBENT8 ON I"f'IOI"B'I'T
LNJ!!88NDTEO. fBXKlB)~0fI
AC>>frOFWAY8, FNlf, NOT SHOWN NIi
""'-
.~
~
l
DECLARATION OF COVENANTS AND RESTRICTIONS
rl-..
DECLARATION, made the '3 day of December, 2006, by CDCLI Housing
Development Fund Corporation, having an office at 2100 Middle Country Road,
Centereach, New York 11720, hereinafter referred to as the Declarant.
WHEREAS, the Declarant is the owner of certain real property situate at 895
Factory Avenue, Mattituck, Town of South old, County of Suffolk and State of
New York, more fully described in Schedule A annexed hereto, and
WHEREAS, the Declarant has made application to the Planning Board of the
Town of Southold for approval of a 22 lot Standard Subdivision in the Affordable
Housing District known as "Cottages at Mattituck", and
WHEREAS, in consideration of the granting of subdivision approval, the
Planning Board of the Town of South old has required certain covenants as a condition of
said approval and that this Declaration be recorded in the Suffolk County Clerk's Office,
and
WHEREAS, the Declarant has considered the foregoing and determined that the
same will be for the best interest of the Declarant and subsequent owners of said parcels.
NOW, THEREFORE, THIS DECLARATION WITNESSETH:
That the Declarant, for the purposes of carrying out the intentions above
expressed, does hereby covenant and agree that the said premises described in Schedule
"A" annexed hereto shall hereafter be subject to the following covenants which shall run
with the land and shall be binding upon all purchasers and holders of said premises, their
heirs, executors, legal representatives, distributees, successors and assigns, to wit:
1. No Further Subdivision. There shall be no further subdivision of any lot in
perpetuity.
2. No Lot Line Change. There shall be no modification of any lot line without
the approval of the Planning Board.
3. Non-Disturbance Buffer. The lots shall contain a non-disturbance vegetation
r
,
buffer at the rear of each lot as shown on the filed map and as set forth below (the Buffer
Area):
Lot 1:
25 feet, and in addition, the northerly area of Lot 1
as shown on the filed map.
25 feet.
15 feet
15 feet in the area shown on the filed map.
20 feet
25 feet in the area shown on the filed map.
25 feet.
Lots 2 through 5 inclusive:
Lot 6:
Lot 7:
Lot 10:
Lot 12:
Lots 13 through 22, inclusive:
No trees or natural vegetative cover may be removed within the Buffer Area;
except for the removal of noxious, dead and decayed vegetation; provided that the area in
which maintenance activity is conducted will be re-vegetated in accordance with a plan
approved by the Planning Board with species native to Long Island and the State of New
York. Such clearing and replanting shall be subject to prior review by the Town Planning
Board to insure the proper maintenance and preservation of the natural buffer. Noxious
vegetation shall mean poison ivy or other poisonous plant material, bamboo, or vines or
other invasive species which threaten the health of trees or other natural undergrowth
within the buffer. No structures may be erected within the Buffer Area, except I) a
fence around the outer perimeter, and 2) an unlit sign within the Buffer Area of Lot I
setting forth the name of the subdivision, all of which shall be in compliance with Town
Code. No dumping of debris or other action inconsistent with the non-disturbance
purpose of the Buffer Area is permitted in the Buffer Area.
4. Perpetual Affordability. The subdivision is subject to a Declaration of
Covenants and Restrictions dated November 17, 2006, and recorded in the Suffolk
County Clerk's Office in Liber 12480 cp 627, covenanting, inter alia, that all the lots in
2
.-
f
,
such subdivision are subject to the provisions of the Affordable Housing District as set
forth in the Southold Town Code,
5. All structures with impervious areas shall control and retain surface runoff
through the use of gutters, leaders and subsurface drywells.
6. Driveway Access. There shall be no driveway or other vehicular access from
Lot 9 to Factory Avenue. Vehicular access to all lots shall be from Sound Avenue only,
except for emergency access over the access designated on the filed map.
7. These covenants and restrictions can be modified only at the request of the
then owner of the lot with the approval of a majority plus one of the Planning Board of
the Town of Southold after a public hearing. Property owners of other lots in the
subdivision which adjoin or are across the street from the lot subject to the modification
request shall be entitled to notice of such public hearing but their consent to such
modification shall not be required.
IN WITNESS WHEREOF, the Declarant above named has executed the
foregoing Declaration the day and year first above written.
CDCLI Housing Development Fund Corporation
, ,
COUNTY CLERK'S OFFICE
': STATE OF NEW YORK SS.:
ii COUNTY OF SUFFOLK
,
I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court
of Record t1"eI:S9!',. d~~eby cCliify that I have compared the annexed with the
original ~~........RECORDED in the office on /.~!.'.Y!.tP..lf.
under LIBER I0..':I..<:>..0.........PAGE .i?CI./.....and, that the same is a true
copy thereof, and of the whole of such original.
In Testimony Whereof, I have hereunto set my hand and affixed the seal of
said County and COllli on this...I.5.... ..day of.~ ~.............., 20.?fJ..b.
CLERK .QM..~a~ P~~I~.ttJ
PERMIT NO.
Jd.-1frJb
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health .7
4 sets of Building Plans ,,/
Planning Board approval
Survey ./'
Check ../
Septic Form v'
N.Y.S.D.E.C.
Trustees
Contact:
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Tl?WN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www.northfork.net/SouthoId/
S/I ,20~
t
6// ,20.22
I
Examined
Approved
Disapproved alc
Mail 10:
Phone:
Expiration
/16/ ,20~
t
tYI.
BUilding Inspector
p 2. 5 I
APPLICATION FOR BUILDING PERMIT
Date
'0 t Il., ,20~
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location oflot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of South old, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
~\
(Mailing address of applicant)
State whether applicant is onr, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
CL-~---"'-+ ~ ~ LI-L\6.~
Name of owner of premises ~ LI.
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location ofland on which
~
House Number
Hamlet
I d. J...
countYTaXMap~oAooo Section~lock 0 d--
SubdlVlSiiii1\Ct. .r, 11 ~'" 1ft Flied Map No.
(Name)
J3.J..O
Lot~t
Lot
(fj)
J dd -). -;)3 ,J-a
Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM
Yes No
EXEMPTIONS:
A. Does this project meet the minimum standards for classification as an Agricultural Project. ~
Note: If you answered Yes to any of the. above, a Storm-water, Grading, Drainage & Erosion Control Plan is not required.
-------------------------------------------------------------------
ACTIONS REOUlRING THE SUBMISSION OF A STORM-WATER. GRADING. DRAINAGE & EROSION
CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
Item Number: (A Check Mark (J) for each question is required for complete application)
1.
Will this. project retain all Storm-Water Run-off generated on Site?
(This will include all run-off created by site clearing and/or coristruction activities as well as all
Site hnprovements and the permanent creation of impervious surfaces.)
Yes
No
--Gg
[d~
g$o-
g~
[d~
gi::
g~
[d'Y-
Note: If any answer to questions 'One through eight is answered with a check mark in the Box, a Storm-water, Grading,
Drainage & Erosion Control Plan is required and must be submitted for review prior to Issuance of any building permit.
2.
Will this project require any land filling, grading or excavation where there is a change to the
natural existing grade involving more than 200 cubic yards of material within any parcel?
-------------------------------------------------------------------
3.
Will this application require land disturbing activities encompassing an area
of five thousand (5,000) square feet of ground surface or more?
STATE OF NEW YORK, ~ I K'..
COUNTY OF ...........~. . .... .... 58
That I. ....\~lAd.l~...y....c.~q'...~.. ..................... being duly sworn, deposes and says that he/she is the applicant for Pennit,
4.
Is there a Natural Water course running through the site or is this project within
One hundred (100) feet of wetlands or a beach?
(Owner, Contractor, Agent, Corporate Officer, etc.)
Owner and/or representative of the Owner or Owner's, and is duly authorized to perform or have performed the said work and to make
and file this application; that all statements contained in this application are true to the best of his knowledge and belier; and that the
work sill be performed in the manner set forth in the application filed herewith.
5.
Will there be site preparation on slopes which exceed fifteen (15) feet of vertical rise to
One hundred (100) feet of horizontal distance?
6.
Will driveways, parking areas or other impervious surfaces direct Storm-Water Run-off
into and/or in the direction ofa Town Right-of-Way?
7.
Will this application require the placement of material, removal of vegetation and/or the
.construction of any item within the Town Right-of-Way or road shoulder area?
(This item does not Include the installation of driveway aprons.)
8.
Will there be site preparation within the one hundred (J 00) year floodplain of any watercourse?
(Name of individual signing Document)
And that He/She is the ........~
Sworn to before me this;
....Q~~... ...~.Ap20~~H2oQ1
NotaryPubhc: .. . .. .................~..~.JANEAN~tVOUAno
NoIary Public, State of New York
No. OW08157197
CluIIlIed In SUIl* CountY
C; Jt . . '..... 0Ie.... J010
~..~
re of Applicant)
\..0-\:- \9
RES check Software Version 4.0.1
Compliance Certificate
Project Title: COTTAGES @ MATTITUCK 05.236
Report Date: 06/07/07
Data filename: F:IMEC AND RES CHK PROJECTSI05 Projectsl05.236 COTTAGE @MATTITUCK.rck
Energy Code:
New York State Energy Conservation
Construction Code
Suffolk County, New York
Detached 1 or 2 Family
Non-Electric
14%
5750
Location:
Construction Type:
Heating Type:
Glazing Area Percentage:
Heating Degree Days:
Construction Site:
Owner/Agent:
Designer/Contractor:
GARY CANNELLA ASSOCIATES
55 KNICKERBOCKER AVE.
BOHEMIA, NY 11716
Compliance Passes MaXimum Uk 250 Your Home UA 248 -> 0.8% Belter Than Code (UA)
Gross Cavity Cont. Glazing UA
Assembly Area or R.Value R-Value or Door
Perimeter U-Factor
Ceiling 1: Flat Ceiling or Scissor Truss:
Wall 1 : Wood Frame, 16" a.c.:
Window 1: Vinyl Frame:Double Pane with Low-E:
Door 1: Solid:
Door 2: Glass:
Floor 1: All-Wood JoistITruss:Ov rUn
The proposed building repr
with this permit applicatio
Code requirements. W
his/her knowledge. b
1100
1278
145
20
40
1100
30.0
13.0
19.0
0.0 39
0.0 88
0.340 49
0.290 6
0.340 14
0.0 52
he building plans, specifications, and other calculations submitted
aa d Ign to meet the New York State Energy Conservation Construction
sta ped and signed this page, they are attesting that to the best of
a s or pecifications are in compliance with this Code.
-;
Date
---- .
(
,
-~,
. ---- It_ \.... \ \
".-, . \
\
\
.--.-'
"
j\)~ \ \
J
.~
~'
......-
----
.-----
\---->
COTTAGES @ MATTITUCK 05.236
Page 1 of 4
REScheck Software Version 4.0.1
Inspection Checklist
Date: 06/07/07
Ceilings:
o Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
Above-Grade Walls:
o Wall 1 : Wood Frame, 16" a.c., R-13.0 cavity insulation
Comments:
Windows:
o Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.340
For windows without labeled U-factors, describe features:
#Panes _ Frame Type
Comments:
Thermal Break? _ Yes _ No
Doors:
o Door 1: Solid, U-factor: 0.290
Comments:
o Door 2: Glass, U-factor: 0.340
Comments:
Floors:
o Floor 1: All-Wood JoistfTruss:Over Unconditioned Space, R-19.0 cavity insulation
Comments:
Air Leakage:
o Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed.
o Recessed lights are 1) Type Ie rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from
combustible materials. If non-Ie rated, fixtures are installed with a 3" clearance from insulation.
Vapor Retarder:
o Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
o Materials and equipment are installed in accordance with the manufacturer's installation instructions.
o Materials and equipment are identified so that compliance can be determined.
o Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
o Insulation R-values and glazing V-factors are clearly marked on the building plans or specifications.
o Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a
manner that achieves the rated R-value without compressing the insulation.
Duct Insulation:
o Supply ducts in unconditioned attics or outside the building are insulated to R-8.
o Return ducts in unconditioned attics or outside the building are insulated to RA.
o Supply ducts in unconditioned spaces are insulated to R-8.
o Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in
basements.
COTTAGES @ MATTITUCK 05.236
Page 2 of 4
Duct Construction:
o All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric,
or tapes. Tapes and mastics are rated UL 181A or UL 1818.
Exceptions:
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pal.
o The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
o Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest
zone.
Electric Systems:
o Separate electric meters exist for each dwelling unit.
Fireplaces:
o Fireplaces are installed with tight fitting non-combustible fireplace doors.
o Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York
State, the Residential Code of New York State or the New York City Bui/ding Code, as applicable.
Service Water Heating:
o Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat
trap or is part of a circulating system.
o Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
o Circulating hot water pipes are insulated to the levels in Table 1.
Swimming Pools:
o All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable
sources. Pool pumps have a time clock.
Heating and Cooling Piping Insulation:
o HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
COTTAGES @ MATTITUCK 05.236
Page 3 of 4
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
Heated Water
Temperature (OF)
170-180
140-169
100-139
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
Q5 1~ 1B 2~
0.5 0.5 1.0 1.5
0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Piping System Types
Heating Systems
Low PressurelTemperature
Low Temperature
Steam Condensate (for feed water)
Cooling Systems
Chilled Water, Refrigerant and
Brine
Fluid Temp.
Range(OF)
Insulation Thickness in Inches by Pipe Sizes
2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
40-55
Below 40
1.0 1.5 1.5 2.0
0.5 1.0 1.0 1.5
1.0 1.0 1.5 2.0
0.5 0.5 0.75 1.0
1.0 1.0 1.5 1.5
201-250
120-200
Any
NOTES TO FIELD: (Building Department Use Only)
COTTAGES @ MATTITUCK 05.236
Page 4 of 4
N69052 O"E
ON FOUND MON FOUND
~ 2n.87' ,: ~.
i ------~--71
....~r LOT 22 / 1.75'
~ L 13,657 sq.ft. " /
11\ Q.31acres,/ J
I __ _~'___
~f.=J:t..,o;.AL
S690~2'20.W ..' 214.38'
w _
~r:.::-~"-'L~T2-;- ./-7
- ;,1 l1,135sq.ft.R' /
ihL _ _O.~a~s_..../
S690S2'20~W
160.63'
----,
~r LOT2a ...,
. I 8,911 sq.~. 1111
... 0.20 acres .
L___--I
569052'20.W
141.31'
,------, :;:
I LOT 19 I ".
8,.444 sq.ft. i "! S
L-~1:...~~ &n~
569052'20.W PROPOSe
140.48' ..
~:r.- - - - ---,~
o Lar18~ >< 8it
~~ 8J39' sq.~. I / g ~ ..
I ~ u.19 acres --,. ~
~"'L___. &.
. 569052'20.W "
139.35' ItS3' z
r 70.;7, - ., (ff.. "
8,181 sq.ft. J oQ,": C1
L~l~~ j"
S69052'20"W
128.80'
0
~
0
v.
. n
"'OJ
O'
00
OM
N
Z
z
..
>
:;
~
::>
'"
> ~
<< 0
~ >
~ ~
~ <<
w
'~ :E
if <<
:> 0
ill ~
"
<<
0
"
0
z
"
z
..
~
N71009'30"E 177.27'
'OUND
&T.H.
'0"0'
RECHARGE BASIN
49,203 sq.ft.
1.13 acre.
TO BE DEDICATED TO THE
TOWN OF SOUTHOLD
z'
:l~
:J
m
::>
.
z
:l
r-
o
o
o
o
o
,
,
,
,
o
.-
\j--1
;;;
;...
o
o
o
N
Ul
>-u
cd~
05
l::i~
<{-
u..
150'
235.62'
C3
'"
21.24
r ~T~ 'l
I 8,001 sq.~. ,
0.18 acres
L__-l
.,
GO
.~
iii. <0
{o, ~
00",'
9~ :<I-
0",
>r
~5
~=
~
W~
w
CJ~
.<(~
.I-~
;0 1-i3
~ O€ i:J
Co ~ U~ :8i8
P'I.... G)"""ai
/ ~;;: ~ <0
~~
O!:(
~;o
zu
:lii!
::>
, ..
N69052''';'''E
:" 38.0pfV
o
ISO'
C3
c,""
'-
\~~~
,
g
ci
:::'"
~
"
S700SS'20.W
133.28' /
r---.,
LOT 2 ~
I 8"204 sq.~. I
u.19 acres -
L___....J.
S70oS5'20.W W
138.36'
RE,'IA1NSOf
r - ~~E~~
I LOT]"" I
8,33' sq.~., / .
~.~~"_ -.J ~
LAND NOW OR fORMERLY OF rI
AYTUUN L.-r--J
C3
r;;;:;.;;, /
~ I 8,000 sq.~. a .
" 0.18 acres Jf.H. N
f L _ _ -1#3 m N
U; S70028'04.W ~
123.22' ~
: r-;:-OT~I "
~ I 8,000 sq'~'1 ::l
..; 0.18 acres '"
"L _..J;
I5'MIN.
2S'MIft.TCIt.....
2
/
,
,
PUBUC WATER/PRIVATE SANITARY/NO WELLS
'So.
MON FOUND
ii>O
~ NO NOW OR fORMERlY 0
- OIAZ
~ WELl/PRIVATE SANITARY
..
"
139. /
t LOT4 -:- -,~
8,401 'q.~. I~
0.19 acres i J
R --- ~I
S70oS5'20.W
144.20'
r - - --/-,
lOT 5 v'
L 9,117 sq.tt. &.
0.21 acres ."
---_-l
S70055'2~.W MON
NO OW OR FORMER.[
ZANESkl
~.~t4EFOU WEu'/PRlVATE SANITARY
!U
o
n
.'"
'n
~
'n
'Ul
LANONOWORFORMERLYOF 0
MCGETRICK
PUBUC WATER/PRIVATE SANITARY/NO WELLS
~.\Pl'
BUFF,_15,Ol'
JrL;-., j~ .
/8,001 sq'~'1 ~i
0.18 acres 9~
L _ --1 ~lj
S70028'~nw ~
o
LAND NOW OR FORMERLY OF BRADLEY
PUBUC WATER/PRIVATE SANITARY/NO WELLS
o
255.99'
152.45'
BUl'feR~'20.c:l'
w
::>~
2'"
W~
>w
<{~
>-0
o::i!i
05
l::ig
~
011-0
l\..~
~O~
\SV'
\..O~G
PEDESTRIAN AND
EMERGENCY ACCESS
TO BE DEDICATED TO THE
TOWN OF SOUTHOLD
5,988 S.F. .q.ft.
0.14 acre.
...~u.S
,1,,0
""""
~~s>'
yI'S"
....~
vv~v.c.
3 12-19-06 ADD COVENANTS AND RESTRIC
2 11-10-06 ADO ADJACENT BUILDINGS
1 08-25-06 REVISE PER COMMENTS
NO. DATE DESCRIPTION
Date: 04/25107
Transaction(s):
22 22
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT * * *
Reference
3682-37
Cash
Septic Permit - Construct - Resid.
Total Paid:
Name:
Island, Estates East Lie
175 Pinelawn Road Suite 100
Melville, NY 11747
Clerk ID: BONNIED
Subtotal
$220.00
$220.00
Internal 10: 3682-3703
KENNETH L. EDWARDS
MARTIN H. SIDOR
GEORGE D. SOLOMON
JOSEPH L. TOWNSEND
MAIUNG ADDRESS:
P.O. Box 1179
Southold, NY 11971
OFFICE WCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY
PLANNING BOARD MEMBERS
JERILYN B. WOODHOUSE
Chair
r.-:--"--'..'---
(~ ~ (r:1 [1 n ~7
i! U ['.- - ..,._u.'
lu~ 26,
I
Telephone: 631 765-1938
Fax: 631 765-3136
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
ii
J ..../
,
1"1'.'
MEMORANDUM
To: Building Department
From: Anthony Trezza, Senior Planner
Date: November 26,2007
Re: The Cottages at Mattituck
It has been brought to the Planning Board's attention that the Building Department is
preparing to issue Certificates of Occupancy for a number of residences in the recently
constructed Cottages at Mattituck. Please be advised that the Planning Board has no
objections to the issuance of the CO's because the builder has agreed to complete the
installation of the monuments within 60 days of the date ofthis correspondence. In
addition, the Town will not release the bond until such time as all work is completed.
.
; .
,
Permit #
Permit Date
REScheck Software Version 3.7.3
Compliance Certificate
Project Title: COTTAGES @ MATTITUCK 05.236
Report Date: 12/07/06
Data filename: F:\MEC AND RES CHK PROJECTS\05 Projects\05.236 COTTAGE@ MATTITUCK .rck
Energy Code:
New York State Energy Conservation
Construction Code
Suffolk County, New York
Detached 1 or 2 Family
Non-Electric
14%
5750
Location:
Construction Type:
Heating Type:
Glazing Area Percentage:
Heating Degree Days:
Construction Site:
Owner/Agent:
Designer/Contractor:
GARY CANNELLA ASSOCIATES
55 KNICKERBOCKER AVE.
BOHEMIA, NY 11716
Compliance Passes Maximum UA 250 Your Home UA 248 u> O.8%} Better Than Code (UA)
Assembly
..... .
.: -. o' . . . . .. . . . ~",
Ceiling 1: Flat Ceiling or Scissor Truss:
WaUl: Wood Frame, 16" D.C.:
Window 1: Vinyl Frame:Double Pane with Low-E:
Door 1: Solid:
Door 2: Glass:
Floor 1: All-Wood JoistfTruss:Over Unconditioned Space:
1100
127B
145
20
40
1100
19.0
0.0 39
0.0 BB
0.340 49
0.290 6
0.340 14
0.0 52
30.0
13.0
The proposed building represented in this document is consistent with the building plans, specifications, and other calculations
submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation
Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that
to the best of hislher knowledge, belief, and professional judgment, such plans or specifications in Uan ith thi Co e.
Builder/Designer
Company Name
/
COTTAGES @MATTITUCK05.236
Page 1 of4
. .
REScheck Software Version 3.7.3
Inspection Checklist
Date: 12/07/06
Ceilings:
o Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
Above-Grade Walls:
o Wall 1 ; Wood Frame, 16" C.C., R-13.0 cavity insulation
Comments:
Windows:
o Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.340
For windows without labeled U-factors, describe features:
#Panes _ Frame Type Thermal Break? _ Yes _ No
Comments:
Doors:
o Door 1: Solid. U-factor: 0.290
Comments:
o Door 2: Glass, U-factor: 0.340
Comments:
Floors:
o Floor 1: All-Wood JoisVTruss:Over Unconditioned Space, R-19.0 cavity insulation
Comments:
Air Leakage:
o Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed.
o Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from
combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation.
Vapor Retarder:
o Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
o Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
o Materials and equipment must be identified so that compliance can be determined.
o Manufacturer manuals for all installed heating and cooling equipment and seNics water heating equipment must be provided.
o Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
Duct Insulation:
o Supply ducts in unconditioned attics or outside the building must be insulated to R~8.
o Return ducts in unconditioned attics or outside the building must be insulated to R-4.
o Supply ducts in unconditioned spaces must be insulated to R-8.
o Return ducts in unconditioned spaces (except basements) must be insulated to R-
o Return ducts in unconditioned spaces (except basements) must be insulated to R-2.
. Insulation is not required on return ducts in basements.
Duct Construction:
COTTAGES @ MATTITUCK 05.236
Page 2 of 4
. .
o All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),
mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 1818.
Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500
Pal.
o The HV AC system must provide a means for balancing air and water systems.
Temperature Controls:
o Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest
zone.
Electric Systems:
o Separate electric meters are required for each dwelling unit.
Fireplaces:
o Fireplaces must be installed with tight fitting non-combustible fireplace doors.
o Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building
Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable.
Service Water Heating:
o Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral
heat trap or is part of a circulating system.
o Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
o Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
o All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from
non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
o HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table
2.
COTTAGES @MATTITUCK05.236
Page 3 of 4
.
. .
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Heated Water
Temperature (OF) Upto 1" Up to 1.25" 1.5" to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-189 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Non-Circulating Runouts
Circulating Mains and Runouts
Table 2: Minimum Insulation Thickness for HVAC Pipes
Piping System Types
Heating Systems
Low PressurefT emperature
Low Temperature
Steam Condensate (for feed water)
Cooling Systems
Chilled Water, Refrigerant and
Brine
Fluid Temp.
Range("F)
Insulation Thickness in Inches by Pipe Sizes
2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
1.0 1.5 1.5 2.0
0.5 1.0 1.0 1.5
1.0 1.0 1.5 2.0
0.5 0.5 0.75 1.0
1.0 1.0 1.5 1.5
201-250
120-200
Any
40-55
Below 40
NOTES TO FIELD: (Building Department Use Only)
COTTAGES @ MATTITUCK 05.236
Page 4 of4
Index Page 1 of 1
Permit Number:
Miscellaneous:
Lot Number:
Address:
The information in this box is for administrative purposes only and is not part of the engineering review
Standard Loadina:
T.C. live 30 psf
T.C Dead 7 psI
B,C live 0 psf
Be Dead 8 psf
Total 45 psf
Truss Fabricator:Triangle Building Products
Job Reference:Q608030 - Ranch Roof
ROBBINS 6904 Parke East Blvd Engineering Index Sheet
Tampa. FL 33610-4115
ENGINEERING. INC. Phone: (813) 972-1135 Index Page 1 of 1
Job Number Date Specification Quantity
T07041879 04/20/2007 12
A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional E~ineering
responsibilities for Individual truss comftonents fabricated in accordance with the listed and attached russ Specification
Sheets. Determination as to the suitabi i~ of these individual truss components for any structure is the resRonsibil~ of the
Building Designer, as defined in ANSJrr r 1-2002, Section 2.2. Permanent files of the original Truss Speclficstion heet are
maintained by Robbins Engineering, Inc. Questions regarding this Index Sheet and/or the attached Specificatton Sheets may
be directed to the truss fabricator listed above or Robbins Engineering, Inc. (Sofware - Online Plus)
ANSI/ASCE 7-02
Wind Speed. 120 MPH
Mean Roof HI. - 25 FT
Exposure Catergory - C
Occupancy Factor - 1.00
MWFRS
Enclosed
Notes: Refer to individual
truss design drawings for
special loading
conditions.
Date Mark
[1~4/20/071 C1 1
C=f---ni4i20/071 G2---1
0-=]24/20/071 T4I
Date Mark
~~~
16 104/20/0~~
i10-------roo~T5-1
Date Mark
Ll'~7071Gn
I 7 104/201071 T2 1
1 11 104/20/071 v--;--j
Date Mark
~Lt2~~1D
1 8 104/2~O
1 12 104/2QIQ'?'L...:-{U
lr~:~S~~ig~fj$~.rer: Thomas A. Alban;
Address: P,O. Box 280055. Tampa, Fl33682
.___nQ;!!E;!! Sealed:~!?_012007____
I Job I
I. Q608030'----_CL
I U#J#Q60863.0 Ranch Roof
I
!
Mark
T
2-11-9
J
-~t-~
Quan
2
Type
VLM. SB
Span
51009
P1-H1
6
DG 6-7-0
HO .
f--~
lx311
D
3x4-;::.
A
I~
E
lx311
/-771/ / /
S-lO~9
5-10-9
---5-10-9---
ALL PLATES ARE LOCK2Q
Left OH
o
Righ t OH i Engineering
o ! T07041879
HO 2-11-9
lx311
F
2x411
B
G C
lx311 2x411
//1
-j
Scale: O_590~ = l'
Online Plus Version 21.0.012
RUN DATE: 4-20-07
Robbins Engineering, Inc./Online Plus'M APPROX. TRUSS WEIGHT, 25.6 LBS
CSI SIZE LUMBER
TOP 0.36 2X 3 SPF-#2
BTM 0.21 2X 3 SPF-#2
WBS 0.11 2X 3 SPF-STUD
REPETITIVE MEMBER INCREASES:
FB 15.0% FT 0.0% FC 0.0%
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
STANDARD LOADING
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 37.8 7.0
BTH CHD 0.0 8.0
TOTAL 37.8 15.0 52.8
SUPPORT CRITERIA
CONTINUOUS BETWEEN JNTS A & C
LEFT RIGHT
GIRD DIN - 4SX
MEMBR CSI P(LBS) M@lST M@2ND
TOP CHORDS
A-D 0.36 171 C -532 855
D-F 0.34 53 C -855 67
F-B 0.02 10 C -67 5
BOTTOM CHORDS
A-E 0.21 0 T -576 -194
E-G 0.07 0 T 194 78
G-C 0.03 0 T -78 0
WEBS
E-D 283 C G-F 86 T
CoB 22 C
DL+LL DEFL = 0.04ft IN A-D
LL DEFL < BRG-SPAN/240
SPAN/DEFL (DL+LL) = 999
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 514-250 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2003 3.00 X 4.00 4.0 2.5
B 4200 2.00 X 4.00 CTR CTR
C 4000 2.00 X 4.00 CTR CTR
D 1001 1. 00 X 3.00 1.6 0.4
E 1001 1. 00 X 3.00 CTR CTR
F 1001 1. 00 X 3.00 1.5 0.5
G 1001 1. 00 X 3.00 CTR CTR
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
1. TRUSSES MANUFACTURED BY
TRIANGLE BUILDING PRODUCT
2. EMPIRICAL ANALOG IS USED.
3. WIND LOADS - ANSI/ASCE 7-02
TRUSS IS DESIGNED AS A
MAIN WIND-PORCE RES SYSTEM
FOR EXTERIOR ZONE LOCATION
WIND SPEED - 120 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY FACTOR - 1.00
ENCLOSED BUILDING.
TC DEAD LOAD = 4.0 PSP
BC DEAD LOAD = 5.0 PSF
4. ROOF SNOW LOAD PER ASeE 7-02
GROUND SNOW LOAD = 45.0 PSF
RAIN LOAD NOT REQ'D
IMPORTANCE FACTOR: 1.00
RObb,ns Eng,neenng. InclOnline PillS'" ~ 1996-2007 VersIOn 210.012 Engoneering. Port'3Il 412012007 230c46 PM Page 1
THERMAL FACTOR: 1.00
EXPOSURE FACTOR: 1.20
(BALANCED FACTOR =0.84
UNBALANCED NOT REQ'D)
5. LIVE LOAD CHECK PER BOCA-96,
SECTION 1606.2.3
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 208 LBS.
7. FASTEN TRUSS TO BRG E
POR 287 LBS OP UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
8. FASTEN TRUSS TO BRG G
FOR 62 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
Truss Design Engineer: Thomas A. Albani
LIcense #: 077357-1
Address: P.O. Box 280055, Tampa, FL 33682
Dale Sealed: 4/20/2007
,--
I
Job
Mark
C2
Q608030
U# J#Q608030
Ranch Roof
l____
2x4i1
r///L/7:
j
Quan
2
Span
30209
Pl-Hl
6
Type
VLM. S8
DG 3-7-4
HO 4
'I
I
I
1-7-9
1
igt-
l-E1--~.
3-2-9
3-2-9
3-2-9
ALL PLATES ARE LOCK20
Robbins Engineering. Inc . (Online Plus'. APPROX. TRUSS
Online Plus -- Version 21.0.012 PLATING CONFORMS TO TPI.
RUN DATE: 4-20-07 PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & gyp LUMBER
USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 514-250 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
CSt SIZE LUMBER
TOP 0.36 2X 3 SPF-#2
BTM 0.25 2X 3 SPF-#2
WES 0.05 2X 3 SPF-STUD
REPETITIVE MEMBER INCREASES:
FB 15.0% PT 0.0% FC 0.0%
LATERAL BRACING:
TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y
BTMCHORD - CONTINUOUS A 2003 3.00 X 4.00 4.0 2.5
TRUSS SPACING - 24.0 IN. B 4200 2.00 X 4.00 CTR CTR
C 4000 2.00 X 4.00 CTR CTR
STANDARD LOADING
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 37.8 7.0
BTM CHD 0.0 8.0
TOTAL 37.8 15.0
SUPPORT CRITERIA
CONTINUOUS BETWEEN JNTS A ,C
52.8
GIRD
LEFT
DIN 4SX
RIGHT
MEMBR
CSI P(LBS) M@IST
TOP CHORDS
0.36 54 C -624
BOTTOM CHORDS
0.25 0 T -676
WEBS
131 C
M@2ND
A-B
A-C
COB
DL+LL DEFL = 0.05" IN A-B
LL DEPL < BRG-SPAN/240
SPAN/DEFL (DL+LL) = 744
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa. FL 33610
5
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
1. TRUSSES MANUFACTURED BY
TRIANGLE BUILDING PRODUCT
2. EMPIRICAL ANALOG IS USED.
3. WIND LOADS - ANSI/ASeE 7-02
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
POR EXTERIOR ZONE LOCATION
WIND SPEED - 120 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY FACTOR - 1.00
ENCLOSED BUILDING.
TC DEAD LOAD =
BC DEAD LOAD =
4. ROOF SNOW LOAD PER
o
4.0
5.0
ASCE
Robbins EngIneering, Inc /Online Plus""@ 1996-2007 Version 21.0.012 En.gineenng. Porlrall 41'201'200723045 PM Page 1
~~~;:~1'~";9 -1
I
Left OH
o
Right OH
o
2lC.4ii
HO
Scale: 0.816"::: l'
10.7 LBS
GROUND SNOW LOAD = 45.0 PSF
RAIN LOAD NOT REQID
IMPORTANCE FACTOR: 1.00
THERMAL FACTOR: 1.00
EXPOSURE FACTOR: 1.20
(BALANCED FACTOR =0.84
UNBALANCED NOT REQ'D)
5. LIVE LOAD CHECK PER BOCA-96,
SECTION 1606.2.3
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 107 LBS.
7. FASTEN TRUSS TO BRG A
FOR 81 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
8. FASTEN TRUSS TO BRG C
FOR 137 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
WEIGHT:
Truss Design Engineer: Thomas A. Albani
LIcense #: 077357-1
Address: P.O. Box 280055, Tampa, FL 33682
PSF
PSF
7-02
Date Sealed: 4120/2007
r-- ~-~'-.~-Job --r~ ------ I --- -_nT---~
I Hark I Quan Type Span P1-H1 Left OH Right OH Engineering
LQ608Q,10_ I Gl I 1 TR 380000 6 l- a- 0 1- 0- 0 T07041879
, -------- ~_________u__ ___,_
lt1-# J#Q608030 Ranch Roof
--~ - ~-
This truss is NOT symmetric.
Proper orientation 16 essential.
5x6=
DG 21-4-13 B DG 21-4-13
HO '.3 HO '-3
TT z ee
X EE
3x6-:::. 3x6-:::-
'i-- Sl GG S2
II
10-3~l5 KK
9-10-3 'I MM
11 N U I 00
~ I
L 4x6=
e
M 0 K Q S u W S3 y AA BB DO 1"1" S4 HH JJ LL NN pp RR
*2x411 3x6= 3x6=
Cant:4- 4 ~
W:308
R: 600
U, 234
~
-BCle ~7-4~0
ir7"7777-7-77777/ / / / / / / / / / / / / / / / / / " / , / / / Tr-~T7'/77-TTr777-T/ / / / / / / / TJ"""777l
_:Ll..:ll..:..L_
o
o
o
o
__38~0.f!__'--_.~----f-i
eoi
38-0-0
ALL PLATES ARE LOCK20
See Joint L For Typical Gable Plate Size and Placement
Scale: 0_166" = l'
-.J
38-0-0
Robbins
Online Plus -- Version 21.0.012
RUN DATE, 20-APR-07
Te
Be
GW
eS1
0.64
0.72
0.25
0.23
M -L
U -T
PP-OO
-Size-
2x ,
2x ,
2x 3
2x 3
o -N
JJ-II
RR~OO
2x 4 SPF-STUD
_-uLwnberu--
SPF-#2
SPF-#2
SP1"-#2
S1"F-STUD
K -1" S 4R
LL-KK NN~MM
WG
Brace truss as follows:
O.C. From To
TC Cont. 0- O. 0 38- 0- 0
BC Cont. 0- 0- 0 ]8- 0- 0
we I rows CLB on AA-Z
we 1 rows CLB on BB-B
we 1 rows CLB on DD-CC
Attach CLB with (l)-IOd nails
at each web.
psf-Ld Dead Live
TC 7.0 ]7.8
BC 8.0 0.0
TC+BC 15.0 37.8
Total 52.8 Spacing 24.0n
Lwnber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb~1.15 1"c=1.l0 Ft=l.lO
BC Fb~1.l0 Fc=l.lO Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 601 2]4 U ]56 R
K 3685 2095 U ]58 R
J'
A
K
Brg Size
].5"
368.0"
Required
1. 5-
88"-to~ 456"
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Hembr CSI 1" Lbs Axl-CSI-Bnd
----------top Chords----------
A -L 0.47 224 c 0.00 0.47
L -N 0.50 170 C 0.00 0.50
N -1" 0.64 164 T 0.00 0.64
P -R 0.64 268 C 0.00 0.64
R -T 0.08 258 T 0_04 0.04
T -Sl 0.09 346 T 0.05 0.04
Sl-V 0.09 350 T 0.05 0.04
V -X 0.12 4]] T 0.07 0.05
X 4Z 0.13 524 T 0.08 0.05
Z -8 0.14 596 T 0_09 0.05
B -CC 0.14 596 T 0.09 0.05
CC-EE 0.13 524 T 0_08 0.05
EE-GG 0.12 433 T 0.07 0.05
GG-S2 0.09 ]49 T 0.05 0.04
Bngineering, Inc./Online P1us~ APPROX.
S2-I1 0.09 346 T 0.05 0.04
II-KK 0.08 264 T 0.04 0.04
KK~MH 0.08 19] C 0.00 0.08
MH-OO 0.08 192 C 0.00 0.08
OO-QQ 0.14 193 C 0.00 0.14
QQ-C 0.14 218 T 0.00 0.14
--------Bottom Chords---------
A -H 0.64 178 T 0.03 0.61
H -0 0.64 178 T 0.03 0.61
o -K 0.72 178 T 0.03 0_69
K -S 0.72 178 T 0.03 0.69
S ~U 0.12 178 T 0.03 0.09
U -w 0.06 178 T 0.03 0.03
w -S3 0.03 178 T 0.03 0.00
S]*Y 0.0] 178 T 0.0] 0.00
Y -AA 0.04 178 T 0.03 0.01
AA-BB 0.04 178 T 0.03 0.01
BB-DD 0.04 178 T 0.0] 0.01
DD-FF 0.04 178 T 0.0] 0.01
F1"-S4 0.0] 178 T 0.03 0.00
S4-HH 0.03 178 T 0.03 0.00
HH-JJ 0.04 178 T 0.0] 0_01
JJ-LL 0.04 178 T 0.03 0.01
LL-NN 0.04 178 T 0.03 0.01
NN-PP 0.04 178 T 0.03 0.01
PP-RR 0.07 178 T 0.03 0.04
RR-C 0.11 178 T 0.01 0.10
----------Gable Webs----------
M -L 0_04 96 T
o *N 0.05 117 T
K -p 0.23 553 C
S -R 0.01 36 T
U -T 0.18 234 C
W -V 0.18 216 C
Y -x 0.25 220 C
AA-Z 0.09 218 C
BB-B 0.17 ]69 C
DD-CC 0.09 225 C
FF-EE 0.25 217 C
HH-GG 0.19 217 C
JJ4I1 0.16 215 C
LL*KX 0.12 217 C
NN-MM 0.09 219 C
1"1"-00 0.06 199 C
RR-OO 0.09 282 C
TRUSS
WEIGHT: 279.6 Les
L LOCK 2.0x 4.0 Ctr Ctr 0.00
N LOCK 2.0x 4.0 Ctr Ctr 0_00
1" LOCK 2.0x 4.0 Ctr Ctr 0.00
R LOCK 2.0x 4.0 Ctr Ctr 0.00
T LOCK 2.0x 4.0 Ctr Ctr 0.00
Sl LOCK 3.0x 6.0 Ctr Ctr 0.77
V LOCK 2.0x 4.0 Ctr Ctr 0.00
X LOCK 2.0x 4.0 Ctr Ctr 0.00
Z LOCK 2.0x 4.0 Ctr Ctr 0.00
BLOCK 5.0x 6.0 Ctr~O.l 0.69
CC LOCK 2.0x 4.0 Ctr Ctr 0.00
EE LOCK 2.0x 4.0 Ctr Ctr 0.00
GG LOCK 2.0x 4.0 Ctr Ctr 0.00
S2 LOCK 3_0x 6.0 Ctr Ctr 0.77
II LOCK 2.0x 4.0 Ctr Ctr 0.00
KK LOCK 2.0x 4.0 Ctr Ctr 0.00
MM LOCK 2.0x 4.0 Ctr Ctr 0.00
00 LOCK 2.0x 4.0 Ctr Ctr 0.00
00 LOCK l.Ox 4.0 Ctr Ctr 0.00
CLOCK 4.0x 6.0 Ctr 0.1 0.72
M LOCK 2.0x 4.0 Ctr Ctr 0_00
o LOCK 2.0x 4.0 Ctr Ctr 0.00
KLOCK 2.ax 4.0 Ctr Ctr 0.00
S LOCK 2.0x 4.0 Ctr Ctr 0.00
U LOCK 2.0x 4.0 Ctr Ctr 0.00
w LOCK 2_0x 4.0 Ctr Ctr 0.00
S] LOCK 3.0x 6.0 Ctr Ctr 0.77
Y LOCK l.Ox 4.0 Ctr Ctr 0.00
AA LOCK 2.0x 4.0 Ctr Ctr 0.00
BB LOCK 2.0x 4.0 Ctr Ctr 0.00
DD LOCK 2.0x 4.0 Ctr Ctr 0.00
FF LOCK 2.0x 4.0 Ctr Ctr 0.00
S4 LOCK ].Ox 6.0 Ctr Ctr 0.77
HH LOCK 2.0x 4.0 Ctr Ctr 0.00
JJ LOCK 2.0x 4.0 Ctr Ctr 0.00
LL LOCK 2.0x 4.0 Ctr Ctr 0.00
1 Br
1 Br
1 Br
Truss Design Engineer: Thomas A. Albani
License #: 077357-1
Address: P.O. Box 280055, Tampa, FL 33682
TL Defl
LL Defl
Shear II
-0.24" in A -H
-0.18" in A .M
Grain in N -1"
L/332
L/437
0.48
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 4.0x 6.0 Ctr 0.1
A LOCK 2.0x 6.0 Ctr Ctr
Area
Area
JSl
0.72
0.00
RObb.ns Engineering. Inc_IQnhoe Plus"'@ 1996-2007 Vers,on 21 0012 Engineering. Portrait 4120/2007230.46 PM Page 1 of 2
Date Sealed: 4/2012007
~ Q6;~~30 L ~;k
I U# J#Q608030 Ranch Roof
------_..---,-------
NN LOCK
PP LOCK
RR LOCK
2.0x 4.0 Ctr Ctr 0.00
2.0x 4.0 Ctr Ctr 0.00
2.0x 4.0 Ctr Ctr 0.00
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Confo~s To:
ANSI/TPI 95 & 02
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3),
leC/IRe-200) and FBC 2004
(section 1607.1),20.0 pst.
Refer to Gen Det 3 series for
web bracing and plating.
Wind Loads - ANSI / ASeE 7-02
Truss is designed as a Main
Wind~Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Catego~: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 psf
Be Dead Load : 5.0 psf
Roof Snow Load per ASCE 7~02
Ground Snow Load 45_0 psf
Rain Load 0.0 pst
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max compo torce 553 Lbs
Max tens. force 596 Lbs
Quality Control Factor 1.25
~----
Quan Type Span
I 1 TR 380000
LeftOHRight- OH]-~;meenng
1- 0- 0 1- 0- 0 T07041879
--- ---
PI-HI
6
Robb.n<; EnOln""nno In~ 10nlin.. Ph,<;'" ffJ 1996-:?OO7 v..,<;;on;>1 001;> Fnn.n"'''''''o. PfYlr,,,t 41?On11l17 "'In'41> PM P:m",',-,I'
r
I Q608030
1 U# J#Q608030
I
I
Robbins Engineering, Ine./Online Plus'. APPROX. TRUSS
Online Plus -- Version 21.0.012 QQ-C 0.15 355 C 0.00 0.15
RUN DATE: 2Q-APR-Q7 --------Bottom Chords-~-------
TT-Q 0.08 3 C 0.00 0.08
Q -5 0.07 1 T 0.00 0.07
S -u 0.04 0 T 0.00 0.04
U -w 0.01 0 T 0.00 0.01
W .53 0.00 0 T
S3-Y 0.00 0 T
Y -AA 0.01 0 T
AA-BB 0.01 0 T
BS-DD 0.01 0 T
DD-FF 0.01 0 T
FF-S4 0.00 0 T
S4-HH 0.00 0 T
HH-JJ 0.01 0 T 0.00 0.01
JJ-LL 0.01 0 T 0.00 0.01
LL.NN 0.01 0 T 0.00 0.01
NN-PP 0.01 0 T 0.00 0.01
PP-RR 0.03 0 T 0.00 0.03
RR-C 0.10 15 T 0.00 0.10
-------------Webs-------------
TT-SS 0.15 122 T 0.00 0.15
----------Gable Webs----------
Q -p 0.07 70 C 0.01 0.06
S -R 0.15 23] C 0.08 0.07
U -T 0.10 212 C 0.07 0.03
W ~v 0.05 218 C 0.04 0.01
Y -x 0.06 217 C 0.06 0.00
AA-Z 0.04 227 C 0.03 0.01
BB-B 0.03 326 C 0.03 0.00
DD-CC 0.03 227 C 0.03 0_00
FF~EE 0.06 217 C 0.06 0.00
HH-GG 0.04 217 C 0_04 0.00
JJ-II 0.07 215 C 0.07 0.00
LL-KK 0.07 217 C 0.07 0.00
NN~MM 0.07 218 C 0_07 0.00
PP-OO 0.07 204 C 0.07 0.00
RR~QO 0.17 272 C 0.09 0.08
CSI -Size- ----Lumber----
TC 0.15 2x , SPF-#2
BC 0.10 2x , SPF-#2
WB 0.15 2x , SPF-STUD
GW 0.17 2x 3 SPF - STUD
0.06 2x 3 SPF-#2
W -v y -x AA-Z BB-B
DD-CC FF-EE HH-GG
Tf
II
10-3-15
9-10-3
J1
r--QuanTYP;- S-pan-
,1 TR 310900
L_..._____,..._ _.~____.__
---- - --- --- - ----1--- --l
Pl-Hl Left OH Right OH I Engmeenng
6 0 1- 0- 0 T07041879
- -----~ - -- ~ --- -----.
Job
Mark
GIS
Ranch Roof
DG 16-1-5
HO 3-5-11
5x6c::
B
Z CC
'I
3x6-;.-
Sl v
I 1
JlJ
4x6.:..:
C
DG 21-4-13
HO 4-]
EE
GG
]x6..::;-
S2
II
KK
M>I
00
QQ
TT
2x411
Q
S
u
W S3 Y
3x6=
FF $4 HH
3x6=
JJ
NlI
pp
RR
AA
BB
DO
LL
1//////
////
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/~/"7"'Zlo
'0
10
--j1
~t--
1~-9-0
31-9-0
31-9-0
31.9-0
ALL PLATES ARE LOCK20
See Joint P For Typical Gable Plate Size and Placement
Scale: 0,192" = l'
0.00
0.00
0.00
0.00
WEIGHT: 252.0 LBS
CC LOCK 2.0x 4.0 Ctr Ctr 0_00
EE LOCK 2.0x 4.0 Ctr Ctr 0.00
GG LOCK 2_0x 4.0 Ctr Ctr 0.00
S2 LOCK ].Ox 6.0 Ctr Ctr 0.71
II LOCK 2.0x 4.0 Ctr Ctr 0.00
KK LOCK 2.0x 4.0 Ctr Ctr 0.00
MM LOCK 2.0x 4.0 Ctr Ctr 0.00
00 LOCK 2.0x 4.0 Ctr Ctr 0.00
QO LOCK 2.0x 4_0 Ctr Ctr 0.00
CLOCK 4.0x 6.0 Ctr 0.1 0.66
TT LOCK 2.0x 4.0 Ctr Ctr 0.45
Q LOCK 2.0x 4.0 Ctr Ctr 0.00
SLaCK 2.0x 4.0 Ctr Ctr 0.00
U LOCK 2.0x 4.0 Ctr Ctr 0.00
W LOCK 2.0x 4.0 Ctr Ctr 0.00
S] LOCK ]_Ox 6.0 Ctr Ctr 0.71
Y LOCK 2.0x 4_0 Ctr Ctr 0.00
AA LOCK 2.0x 4.0 Ctr Ctr 0.00
BB LOCK 2_0x 4.0 Ctr Ctr 0.00
DD LOCK 2.0x 4.0 Ctr Ctr 0.00
FF LOCK 2.0x 4.0 Ctr Ctr 0.00
S4 LOCK 3.0x 6.0 Ctr Ctr 0_71
HH LOCK 2.0x 4.0 Ctr Ctr 0.00
JJ LOCK 2.0x 4.0 Ctr Ctr 0.00
LL LOCK 2.0x 4.0 Ctr Ctr 0.00
NN LOCK 2.0x 4.0 Ctr Ctr 0.00
PP LOCK 2.0x 4.0 Ctr Ctr 0.00
RR LOCK 2.0x 4.0 Ctr Ctr 0.00
0_01
0.01
0.01
0.01
Brace truss as follows:
O_C_ From To
TC Cont. O~ 0- 0 31- 9- 0
BC Cont. 0- 0- 0 31- 9- 0
we 1 rows CLB on AA-Z
we 1 rows CLB on BB-B
we 1 rows CLB on DD-CC
Attach CLB with (2}-10d nails
at each web_
psf-Ld Dead Live
TC 7.0 ]7.8
BC 8.0 0.0
TC+BC 15.0 37.8
Total 52.8 Spacing 24.0R
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fbzl.lO Fc=1.10 Ft=1.10
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
TT 3606 2006 U 537 R
Jt
TT
Brg Size
381.0"
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Truss Design Engineer: Thomas A. Albani
License #: 077357-1
Address' P.O. Box 280055, Tampa, FL 33682
Membr CSI P Lbs Axl-CSI~Bnd
----------Top Chords----------
SS-P 0.05
P -R 0_09
R -T 0.09
T -S1 0.08
Sl-V 0.09
V -x 0.11
X -Z 0.11
Z -B 0.1]
B -CC 0.:12
CC-EE 0.12
EE-GG 0.10
GG-S2 0.08
S2-II 0_08
II-KK 0.08
KK-MM 0.08
MM-OO 0.08
oO-QO 0.12
REFER TO ROBBINS ENG. GENERAL
Required
O"-to- 381"
TL Def!
LL Defl
Shear II
0.00" in RR-C
O.OOR in RR-C
Grain in QO-C
L/999
L/999
0.26
112 T
130T
219 T
297 T
301 T
384 T
473 T
546 T
546 T
47] T
]83 T
299 T
295 T
277 C
298 C
318 C
336C
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF k SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
5S LOCK 2.0x 4.0 Ctr Ctr
PLOCK 2_0x 4.0 Ctr Ctr
R LOCK 2.0x 4.0 Ctr Ctr
T LOCK 2.0x 4.0 Ctr Ctr
Sl LOCK 3.0x 6.0 Ctr Ctr
V LOCK 2.0x 4.0 Ctr Ctr
X LOCK 2.0x 4.0 Ctr Ctr
Z LOCK 2.0x 4.0 Ctr Ctr
BLOCK 5.0x 6.0 Ctr-O.l
0.00
0_00
0.00
0.04
0.04
0.06
0.07
0.08
0.08
0.07
0.06
0.04
0_04
0.00
0.00
0_00
0.00
0.05
0_09
0.09
0.04
0.05
0.05
0.04
0.05
0.04
0.05
0.04
0.04
0.04
0.08
0.08
0.08
0.12
Area
Area
JSr
0.45
0.00
0.00
0.00
0.71
0_00
0.00
0.00
0.64
Robbins Englneenng. Inc/Online Plus""@1996-2007Verslon21 0012 Englneenng - Portrait 4120/200723046 PM Page 1 of 2
Date Sealed: 4/20/2007
r----
Job
1~~o8030
I U# J#Q608030
T
LGlS
Ranch Roof
Mark
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI!TPI 95 & 02
OH Loading
Soffit pst 2.0
Design checked for LL on Be
per BOCA (section 1606.2.3),
lBC/IRe-20D3 and FBe 2004
(section 1607.1), 20.0 pst.
Refer to Gen Det 3 series for
web bracing and plating.
Wind Loads - ANSI / ASeE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load: 4.0 pst
Be Dead Load: 5.0 pst
Roof Snow Load per AseE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 pst
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max compo force 355 Lbs
Max tens. force 546 Lbs
Quality Control Factor 1.25
r~~~;; _ T~e_~~~:~O
P1-H1
6
Rohhros EnOlORfmnn In~ IOnhn~ PIli""" i!;) 1996-2007 VRrsiOl1 21 0012 FnOlnF!F!nnn. Pnrtr;!j1 4000007 ?104fi PM P"ln~::> of::>
Left
o
OH
Right OH
1- 0- 0
Engineering -"l
_ T070~18~ .--l
__ ___J
lQ~Q~~30 :~-_I- ;;k
I U# J#Q608030 Ranch Roof
r--
I
DG 10-5-2
HO 4-7
Tf
I I
II
6-8-3
6-0-7
I
J
3x4=
A
--,---------
I Quan Type
__L~__ TR
Span
170000
4x4;::;
B
J
P1-H1
8
Q L
3x4::::
Left OH
1- 0- 0
r--Enginc:nng----I
. T07041879 !
j
I
I
I
I
I
I
!
H
'I'~/
"'2x411
D
B
G
I
Right OH
1- 0- 0
DG 10-5-2
HO 4-7
K
M
o
3x4=
C
N
P
r / / LLC/ / / LL / 777-LL/ / / / / / / / / / / 777 / / L /
I
I
L
~I
a
8-6-0
- 10-0-0
17-0-0
SPL
/7j
----j'~
17-0-0
17-0-0
APPROX. TRUSS
L/999
L!999
0.18
Area
Area
JS'
0.68
0.00
0.00
0.00
0.58
0.00
0.00
0.00
0.68
0.00
0.00
0.00
0.00
0.53
0.00
0.00
0.00
Robbins Englneerrng. Ii'lC IOnllne Plus""@ 1996-2007 Versmn 21 0.012 Engineering. POrlra'l 4120/200723047 PM Page 1
ALL PLATES ARE LOCK20
See Joint D Por Typical Gable plate Size and Placement
Scale-
0.344" = 1 ,___~
Robbins Engineering,
21.0.012 E -D
G -F
, -H
J -B
L -K
N -I<
P -0
IDe. /Onl10e Plus'~
0.10 238 T
0.08 199 T
0.11 210 C
0.06 86 C
0.11 210 C
0.08 199 T
0.10 238 T
TL De fl
LL Def!
Shear II
0.00"
0.00"
Grain
in P -C
in P -C
in A -0
Online Plus -- Version
RUN DATE: 20-APR-07
TC
BC
GW
CS'
0.09
0.07
0.11
----Lumber----
SPF-#2
SPF-#2
SPF-STUD
-5ize-
2x 4
2x 4
2x 3
Brace truss
O.C.
TC Cont.
BC Cont.
as follows:
From
0- 0- 0
0- 0- 0
To
17- 0- 0
17- 0- 0
psf-Ld Dead Live
TC 7.0 34.3
BC 8.0 0.0
TC+BC 15.0 34.3
Total 49.3 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
Be Fb=1.l0 Fc=l.lO Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1850 1095 U 223 R
Jt
A
Brg Size
204.0"
Required
O"-to- 204"
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Mambr CSI P Lbs AxI-C5I-Bnd
----------Top Chords----------
A -0 0.09 177 C 0.00 0.09
D -F 0.09 86 C 0.00 0.09
F -8 0.07 83 T 0.00 0.07
H -B 0.07 202 T 0.00 0.07
B -K 0.07 202 T 0.00 0.07
K -M 0.07 83 T 0.00 0.07
M -0 0.09 86 C 0.00 0.09
o -C 0.09 177 C 0.00 0.09
--------Bottom Chords---------
A -E 0.07 5 T 0.00 0.07
E -G 0.03 0 T 0.00 0.03
G -I 0.01 0 T 0.00 0.01
I -J 0.01 0 T 0.00 0.01
J -Q 0.01 0 T 0.00 0.01
Q -L 0.00 0 T
L -N 0.01 0 T 0.00 0.01
N -P 0.03 0 T 0.00 0.03
P -C 0.07 5 T 0.00 0.07
----------Gab1e Webs----------
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & gyp LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RRS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 3.0x 4.0 Ctr Ctr
D LOCK 2.0x 4.0 Ctr Ctr
FLOCK 2.0x 4.0 Ctr Ctr
H LOCK 2.0x 4.0 Ctr Ctr
BLOCK 4.0x 4.0 Ctr Ctr
KLOCK 2.0x 4.0 Ctr Ctr
M LOCK 2.0x 4.0 Ctr Ctr
o LOCK 2.0x 4.0 Ctr Ctr
CLOCK 3.0x 4.0 Ctr Ctr
E LOCK 2.0x 4.0 Ctr Ctr
GLOCK 2.0x 4.0 Ctr Ctr
I LOCK 2.0x 4.0 Ctr Ctr
J LOCK 2.0x 4.0 Ctr Ctr
Q LOCK 3.0x 4.0 Ctr Ctr
L LOCK 2.0x 4.0 Ctr Ctr
N LOCK 2.0x 4.0 Ctr Ctr
PLOCK 2.0x 4.0 Ctr Ctr
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa. FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI/TPI 95 & 02
OH Loading
WEIGHT: 107.4 LBS
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3),
IBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 psf.
Refer to Gen Det 3 series for
web bracing and plating.
Wind Loads - ANSI / A5CE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 psf
BC Dead Load: 5.0 psf
Roof Snow Load per ASCE 7-02
Ground Snow Load. 45.0 psf
Rain Load 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max compo force 227 Lbs
Max tens. force 238 Lbs
Quality Control Factor 1.25
Truss Design Engineer: Thomas A. Albani
LIcense #: 077357-1
Address: P.o. Box 280055, Tampa, FL 33682
Date Sealed: 4/20/2007
L'- -Jo-b - ---~II ~ Mark -- -l-Q~~- ~;-- spa~--p-l=Hl-LeftOH- Right OH
_~803Q__~_!L __~~ TR 170000 8 1~~_ -=-=-_0- 0
i U# J#Q608030 Ranch Roof
I
IT'
I I
I
DG 10-5-2
HO 4-7
4x4-=-
B
6-8-3
6-0-7
I
11
3x4:::
A
~
W:308
R: 924
U: 547
I iW-o-'t
L___
4-5-7
~
D
3x6::o
81
3x4=
8-~O
8-6-0
17-0-0-
ALL PLATES ARE LOCK20
Robbins Engineering.
Online plus -- Version 21.0.012 E-D
RUN DATE: 20-APR-07 D -B
D -F
TC
BC
WB
CSI
0.38
0.44
0.31
-Size-
2x 4
2x 4
2x 3
----Lumber----
SPF-#2
SPF-#2
SPF-STDD
Brace truss
O.C.
TC Cont.
Be Cont.
as follows:
From To
0- 0- 0 17- 0- 0
0- 0- 0 17- 0- 0
psf-Ld Dead Live
TC 7.0 34.3
BC 8.0 0.0
TC+BC 15.0 34.3
Total 49.3 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=l.lS Fc=l.lO Ft=l.lO
Be Fb=l.lO Fc=l.lO Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 925 547 U 223 R
C 925 547 U 223 R
Jt
A
C
Brg Size
3.5"
3.5"
Required
1.5"
1. 5"
Plus
plus
6 Wind Load Case(s)
2 Unbalanced Load Cases
Membr CSI P Lhs Axl-CSI-Bnd
----------Top Chords----------
A -E 0.38 1073 C 0.00 0.38
E -B 0.38 771 C 0.00 0.38
B -F 0.38 771 C 0.00 0.38
F -C 0.38 1073 C 0.00 0.38
--------Bottom Chords---------
A -D 0.44 902 T 0.20 0.24
D -Sl 0.44 902 T 0.20 0.24
Sl-C 0.34 902 T 0.20 0.14
-------------webs-------------
Ine./Online Plus.
0.27 415 C
0.31 518 T
0.27 415 C
APPROX. TRUSS
TL Defl
LL Defl
Shear II
-0.07"
-0.03"
Grain
in D
in A
in A
-Sl
-D
-E
L/999
L/999
0.35
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga. Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 3.0x 4.0 Ctr Ctr
E LOCK 1. Ox 3.0 Ctr Ctr
BLOCK 4.0x 4.0 Ctr Ctr
FLOCK 1.0x 3.0 Ctr Ctr
CLOCK 3.0x 4.0 Ctr Ctr
D LOCK 3.0x 6.0 Ctr Ctr
S1 LOCK 3.0x 4.0 Ctr Ctr
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES,
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI/TPI 95 & 02
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3),
IBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 psf.
Wind Loads - ANSI I ASCE 7-02
Robbins Engln€enng. Inc IOnline PluS IV ~ \996-2007 Version 21 0012 Eng'neering - Po"ra,t 4/201200723047 PM Page 1
~--:--c-- ---
I Engmeenng
,
T07041879
-l
I
I
DG 10-5-2
HO 4-7
lx3'i
F
3x4;-::
C
12-6-9
~
W:308
R: 924
U: 547
J~
1-1=0-
17-0-0
Scale 0.344":::; l'
Area
Area
JSI
0.68
0.79
0.58
0.79
0.68
0.44
0.53
WEIGHT: 97.3 LBS
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 psf
Be Dead Load: 5.0 psf
Roof Snow Load per ASCE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max comp. force J.073 Lbs
Max tens. force 902 Lbs
Quality Control Factor 1.25
Truss Design Engineer: Thomas A. Albani
lIcense #: 077357-1
Address: P.O. Box 280055, Tampa, FL 33MQ
Date Sealed: 4/20/2007
I Q60J;~30 -- i ~; -[~~~;.
~u# J#Q608(l30RanCh-Roof --
Type
TR
Span
170000
P1-H1
8
Le ft OH
1- 0- 0
. .Righot OH ll~~:~:
DG 10-5-2
HO 4-7
DG 10-5-2
HO 4-7
Tj
i
I
6xB'i
'I,xv
G
6-8-3
6-0-7
I
~
w:308 (*.)
R: 12992
U:3385
F
axlOl1
.
7x1211
~~ut
8.6-0 11-0-8 I
8-6-0 12-3-12
17-0.0
5-11-8
I
3-5-0
4-8-4
ALL PLATES ARE LOCK20
l
Robbins
Online Plus -- Version 21.0.012
RUN DATE: 20-APR-07
Engineering, Ioe ./Online Plus'. APPROX. TRUSS
51-D 0.43 12039 T 0.25 0.18
D -c 0.76 14360 T 0.29 0.47
---------Webs-------------
G -F 0.09 635 C
F -H 0.47 6429 T
H -E 0.65 3913 C
E -B 0.92 12572 T
E -I 0.65 3913 C
I -0 0.47 6429 T
o -J 0.09 635 C
-----------Sliders------------
A -G 0.08 382 T
J -c 0.08 382 T
***************
.. 2-Ply Truss ..
*******...**.***
CSI -Size- ----Lumber----
TC 0.97 2x 4 SPF-2100
BC 0.76 2x , SP.HOO
WE 0.92 2x , SPF-2100
0.65 2x , SPF-STUD
G .F H .E . .1 D -J
SL 0.08 2x 4 SPF-STUD
Brace truss ., follows: TL Def! -0.]0" in E -SI L/65]
D.C. From To LL Def! -0.22" in . .SI L/908
TC Cont. O. 0- 0 17. O. 0 Shear II Grain in A .F 1. 00
BC Cont. O. 0- 0 17. ,. 0
psf-Ld Dead Live
TC 7.0 ]0.0
BC 18.0 ]0.0
TC~BC 25.0 60.0
Total 85_0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.00 Fc=I.00 Ft=1_00
BC Fb=1.00 Fc=1.00 Ft=1.00
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF . SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 6.0x14.0 5.7 4.4
GLOCK ].Ox 4.0 Ctr Ctr
H LOCK 6.0x 8.0 Ctr Ctr
BLOCK 7.0x 8.0 Ctr-2.1
I LOCK 6.0x 8.0 Ctr Ctr
J LOCK ].Ox 4.0 Ctr Ctr
CLOCK 6.0x14.0-5.7 4.4
F LOCK 8.0x10.0~0.8-1_2
E LOCK 7.0x12.0 Ctr~O.]
Sl LOCK 7.0x 6.0 Ctr Ctr
o LOCK 8.0x10.0 0.8-1.2
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 12992 ]]86 U 220 R
C 12906 ]]]2 U 220 R
Area
Area
JSI
0.92
0.64
0.95
0.98
0.95
0.64
0.92
0.88
0.94
0.95
0.88
Jt
A
C
Brg Size
].5"
3.5"
Required
5.4" **
5.]" **
1 Girder. Snow Load
Fctrs - Lbr 1.15 PIt 1.15
Dead Live* From To
14 69 0.0' 17.0'
411 1025 0.0' 17.0'
LC'
Dur
pH
TC V
BC V
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
Plus 6 Wind Load Case{s}
Plus 2 Unbalanced Load Cases REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
Membr CSI P Lbs Axl-CSI-Bnd ADDITIONAL SPECIFICATIONS.
----------Top Chords---------- NOTES:
A -G 0.97 17]60 C 0_60 0.37 Trusses Manufactured by:
G -R 0.79 16932 C 0.59 0.20 TRIANGLE BUILDING PRODUCTS
H -B 0.51 11809 C 0.26 0.25 Analysis Conforms To:
B -I 0.51 11809 C 0.26 0.25 ANSI/TP1 95 . 02
I -J 0.79 16932 C 0.59 0.20 Girder Common
J -c 0.97 17360 C 0.60 0.37 Loading BC
------~-Bottom Chords--------- Span 32- 0- 0
A -F 0.76 14360 T 0.29 0.47 2 COMPLETE TRUSSES REQUIRED.
F -E 0.55 12039 T 0.25 0.30 Fasten together in staggered
E -Sl 0.55 12039 T 0.25 0.30 pattern. (1/2" bolts -OR-
Robbins Engineering. Inc.lOnllne Plus"'@1996.2007VerSlon21 0 012 Engineenng. Portrait 4120/200723047 PM Page 1 of 2
6xa.:::-
51
7x6=
D
ax1011
~
(Ul W:3Da
R:1Z905
U:3332
I7.0.0 . co!
17-0-0 .
13-7-0
I
Scale 0,351" = l'
WEIGHT: 152.3 LBS
SDS3 screws -OR- 10d nails
as each layer is applied.)
----Spacing (In) ----
Rows Nails Screws Bolts
TC 1 12 24 0
BC 2 4.5 9 0
we 1 8 a
Web connection Exception
Use 4" spacing for screws or
nails on the following webs
H -E E-I
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3),
lBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 psf.
Use properly rated hangers for
loads framing into girder
truss.
Wind Loads ~ ANSI/ ASCE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed, 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 psi
Be Dead Load: 11.0 psf
Roof Snow Load per ASCE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 psf
Truss Design Engineer: Thomas A. Albani
License #: 077357~ I
Address: P.O. Box 280055, Tampa, FL 33682
Date Scaled. 4120/2007
[-Q6~~~~~-I~~.
LE# J#Q608030 Ranch Roof
Quan
1*2P
Type
TR
1. 00
1.00
1. 20
0.76
1. 25
Importance Factor
Thermal Factor
Exposure Factor
Balanced Load Factor
Unbalanced Load Factor
Unbalanced Loads Checked
Load Factors z 1.25 and 0.00
Max compo force 17360 Lbs
Max tens. force 14360 Lbs
Quality Control Factor 1.25
Span
170000
P1-H1
8
Robbins Engineering, Inc tOnline Plus"'@1996-2007Version21 0012 Enllineerinll' Portrait 4/201200723047 PM Paqe 2 of 2
~~f~_ or-Rig~t~OH I ~~~~:~:nE-1
_J
I Q60J;~30 _ r~;~~
ru#~#Q608030 Ranch Roof
I
. -r Q~an ~e
---~---_._----_.~
Span
380000
Pl-R1
6
~ft OHRight OR -II Engm''':;n~~j
1- 0- 0 1- 0- 0 T07041879
--~---
DG 21-4-13
HO 4-]
5x6=
B
DG 21-4-13
HO 4-3
-~
4x6~
5
lO-3~15
9-10-]
11
10- 0- 0
10- 0- 0
3x8:1
4x6=
e
Cant:4- 4 M
W:308
R: 1352
U: 626
o
Te 0
Be 0
~
K
2x411
I'
W:308
R:2172
U: 571
N
#7x8=
L
6x8=
U
.2lt411
,
W:308
R,2336
U: 970
7-5-12
7-5-12
12-0-12
12-0-12
114-11-61
r
D
..1.~~O-O_-L~:z':}_~^!.'_1--~1:.3-14__+-___3_8-0-0
22.].4 29-3-14 38-0-0
-38-0-0
ALL PLATES ARE LOCK2Q, # = PLATE SELECTED IN PLATE MONITOR
Scale: 0.166" = l'
L...___
Robbins Engineering, IDc./Online Plus'.
Online Plus -~ Version 21.0.012
RUN DATE: 20-APR-07
APPROX. TRUSS
WEIGHT: 268.3 LBS
Q LOCK 4.0x 8.0 Ctr Ctr 0.63
V LOCK 3.0x 6.0 Ctr 0.2 0.75
Te
eS1 -Size- ----Lwnber----
0.89 2x 4 SP-24DO
0.86 2x 4 SPF~#2
A -51 Sl-B
0.58 2. 4 SPF-2100
B -S2
0.71 2x , SPF-2100
0.]8 2x 8 SP-2400
N -L
0.68 2x SPP-2100
L -e
0.86 2x 3 SPF-STUD
0.51 2x 3 SPF-#2
N -0 L -5 L -P
0.52 2x 3 SPF-#2
0.72 2x 3 SPF-STUD
2x , SPF-#2
Membr CSI P Lbs Ax1-CSI-Bnd
----------Top Chords~~
A -G 0.8] 2]85 C 0.00 0.8]
G -Sl 0.86 28]9 C 0_0] 0.8]
Sl-0 0.]9 2756 C 0.09 0.]0
o -R 0.]4 1805 C 0.04 0.]0
R -B 0.34 1405 C 0.01 0.3]
B -S 0.31 1412 C 0.01 0.]0
S -S2 0.58 2782 C 0.09 0.49
S2-P 0.77 2953 C 0.04 0.7]
P -C 0.89 3812 C 0.20 0.69
--------Bottorn Chords---------
A -K 0.24 2129 T 0.12 0.12
K -N 0.71 2131 T 0.12 0.59
N -L 0.38 248] T 0.09 0.29
L -U 0.55 ]435 T 0.32 0.23
U -C 0.68 3435 T 0.]2 0.36
-------------Webs------~------
K 4G 0.86 2047 C
G -N 0.81 1346 T
N.O 0.22 575 T
V -S 0.51 975 T 0.3]
L -v 0.51 973 T 0.33
L -P 0.43 1111 C
U -p 0.09 156 T
------Attic Chords (Top) ------
a -Q 0.52 1378 C 0.22 0.30
Q -v 0.21 24 T 0.00 0_21
-- -- -- -Attic Webs (Top) -- --
R -Q 0.27 504 C
Q.B 0.57 946 T
o -S 0.72 1642 C
# = Plate Monitor used
Be
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
Brace truss .. follows:
D.C. From To
Te Cont. 0- 0- 0 38- O. 0
Be Cont. 0- 0- 0 38- 0- 0
WB 1 rows eLB on L -P
Attach eLB with (2) -lOd nails
.t each web.
psf-Ld Dead Live
Te 7.0 30_0
Be 8.0 0.0
TC+BC 15.0 30.0
Total 45.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
Te Fb=1.15 Fc=1.l0 Ft..1.10
Be Fb,,1.10 Fc..1.10 Ft=1.10
0.18
0.18
1 Br
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI/TPI 95 & 02
OH Loading
Soffit psf 2.0
Run vertical thru bottom chord
Joint N
Design checked for LL on BC
per BOCA (section 1606.2_3),
IBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 pst.
NOTE: USER MODIFIED PLATES
This design may have plates
selected through a plate
monitor.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
WB
ACT
AWT
WG
TL Defl
LL Defl
Shear //
-0.42"
-0.32"
Grain
in N -L
in N -L
in A -G
L/851
L/999
0.60
Total Load Reactions (Lbs)
Jt Down uplift Horiz-
A 1353 626 u 354 R
K 2173 572 U
C 2337 970 U 357 R
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
wITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 4.0x 6_0 Ctr Ctr
GLOCK 4.0x 6.0 Ctr Ctr
Sl LOCK 3.0x 6.0 Ctr Ctr
o LOCK 3.0x 6.0-0.2 0.3
R LOCK 2.0x 4.0 Ctr Ctr
BLOCK 5.0x 6.0 Ctr-0.1
S LOCK 4_0x 6_0 Ctr Ctr
S2 LOCK 3.0x 8.0 Ctr Ctr
PLOCK 3.0x 6.0 Ctr Ctr
CLOCK 4.0x 6.0 Ctr 0.1
CLOCK 3.0x 8.0 Ctr Ctr
KLOCK 2.0x 4.0 Ctr Ctr
N# LOCK 7.0x 8.0 1.2 0.9
L LOCK 6.0x 8.0 Ctr 1.2
U LOCK 2.0x 4.0 Ctr Ctr
Jt Brg Size Required
A 3.5" 1.6"
K 3.5" 2_5"
e 3.5" 3.0"
Le. 1 Attic & Snow Load
Pur Pctrs Lbr 1.15 PIt 1.15
pH Dead Live* From To
Te V 14 " 0.0' 38.0'
Be V 16 0 0_0' 38.0'
Be V 10 60 12.2' 22.2'
MA V 10 0 12.1' 22.3'
MAV 10 0 0.2' 6.1'
MAV 10 0 0.2' 7.9'
Plus , Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Area
Area
JS1
0.75
0.81
0.84
0.83
0.38
0.69
0.83
0.97
0.82
0.91
0.00
0.62
0.81
0.78
0.40
Truss Design Engineer: Thomas A. Albani
LIcense #: 077357-1
Address: P.O. Box 280055. Tampa, FL 33682
RObbins Engineering, Inc./Online Plus"'@1995-2007Version21,0,012Engineering- Portra,t 4/20/20072.30'48 PM Page 1 of 2
Date Sealed: 4/20/2007
I------~. I IE~gm'ering -I
Job 1 Mark Quan Type Span Pl-Hl Left OH Right OH
~608030 T3 3 TR 380000 6 1- 0- 0 1- 0- 0 I 1'07041879 .
--_.---,,--
l_U:# J_#Q608030 Ranch Roof J
-. ------
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 pst
Be Dead Load : 5.0 psi
Roof Snow Load per ASCE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max compo force 3812 Lbs
Max tens. force 3435 Lbs
Quality Control Factor 1.25
Robbins ErlQlneenflQ, InC.lOnline PlusTU@1996-2007VerSlon21.0.012EnQineerina-POI1ralt 4/20/200723048 PM Paqe 2 of 2
1-;J~3~ -T--~~k--~~;~T~~
I u. ""':::":,"""'''' .
I HO 4-3
! IT
II
110Ls
I
I
f-_'~~O -12
12~O-12
114-11-61
--~~~:---Pl~Hi- ~~f~_ O~ -Rli_9~t_-~1I] ~~~~:7~~-1
~
I
I
I
I
!
I
I
I
W'~08 II
R;2339
U, 9" i
J~11
Scale 0'66" = ~
Sx6=
B
DG 21-4-13
HO 4-3
9-10-3
3xB~
S2
4x6=
A
3x8!1
4x6=
e
Cant:4- 4 ~
W: 308
R: 1283
U: 472
_~9t-6-1-12
BETg 6-1-12
~
K
2x411
~
w:30a
R:2623
u: 729
N
#7x8=
L
6x8=
U
lx411
19_-()~2-3-4
22-3-4
29-3-14
-29-3-14
38-0-0
~8-0-0
L
38-0-0
ALL PLATES ARB LOCK20, # : PLATE SELECTED IN PLATE MONITOR
Robbins Engineering, Ine./Online Plus~
Online Plus -- Version 21.0.012
RUN DATE: 20-APR-07
APPROX. TRUSS
WEIGHT: 268.4 LBS
Q LOCK 4.Qx 8.0 Ctr Ctr 0.64
V LOCK 3.0x 6.0 Ctr 0.2 0.75
eS1 -Size- ----Lumber----
Te 0.91 2. 4 SPF-#2
0.59 2. 4 SPF-2100
B -S2
0.89 2. 4 SP-2400
S2-C
Be 0.68 2. 6 SPF-2100
0.37 2. 8 SP-2400
N -L
0.68 2. 4 SPF-2100
L -e
WB 0.89 2. 3 SPF-STUD
0.68 2. 3 SPF-#2
G -N N -0 L -S L -p
ACT 0.53 2. 3 SPP-#2
AWT 0.72 2. 3 SPF.STUD
WG 2. 6 SPF-#2
Membr CSI P Lbs Axl~CSI-Bnd
----------Top Chords--------~-
A -G 0.91 2277 C 0.10 0.81
G -51 0.85 2843 C 0.04 0.81
Sl-O 0.60 2758 C 0.09 0.51
o -R 0.55 1760 C 0.04 0.51
R -B 0.35 1397 C 0.01 0.34
B -S 0.30 1407 C 0.01 0.29
S -S2 0.59 2795 C 0.09 0.50
S2-P 0.78 2959 C 0.04 0.74
P ~C 0.89 3818 C 0.20 0.69
------~-Bottom Chords---------
A -K 0.27 2033 T 0.12 0.15
K -N 0.68 2034 T 0.12 0.56
N -L 0.37 2496 T 0.09 0.28
L -u 0.55 3441 T 0.32 0.23
U -C 0.68 3441 T 0.32 0.36
-----------~~Webs-------------
K -G 0.89 2459 C
G -N 0.68 1983 T
N.O 0.30 567 T
V -S 0.52 980 T 0.33
L -v 0.52 978 T D.33
L -p 0.43 1112 C
U -P 0.09 156 T
~-----Attic Chords (TOp) ---~--
o -Q 0.53 1386 C 0.23 0.30
o -v 0.21 26 T 0.00 0.21
--.----Attic Webs (Top) -------
R.O 0.24 442 C
o -B 0.56 940 T
Q -S 0.72 1646 C
# = Plate Monitor used
Brace truss as follows:
O.C. From To
TC Cant. 0- 0- 0 38- 0- 0
BC Cant. 0- 0- 0 38- 0- 0
WB 1 rows CLB on L -P
Attach CLB with (2}-10d nails
lit each web.
0.19
0.19
1 Br
REVIEWED BY,
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI/TPI 95 & 02
OR Loading
Soffit psf 2.0
Run vertical thru bottom chord
Joint N
Design checked for LL on BC
per BOCA (section 1606.2.3),
IBC/IRC-2003 and FBC 2004
(section 1607.1). 20.0 psf.
NOTE: USER MODIFIED PLATES
This design may have plates
selected through a plate
monitor.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed, 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
psf-Ld Dead Live
TC 7.0 30.0
BC 8.0 0.0
TC+BC 15.0 30.0
Total 45.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb~1.l5 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft~1.10
TL Den
LL Den
Shear / /
-D.43"
.0.33"
Grain
in N
in N
in G
-L
-L
-Sl
L/874
L/999
0.57
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1283 473 U 354 R
K 2624 729 U
C 2339 966 U 357 R
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 4.0x 6.0 Ctr Ctr
GLOCK 4.0x 6.0 Ctr Ctr
51 LOCK 3.0x 8.0 Ctr Ctr
o LOCK 3.0x 6.0-0.2 0.3
R LOCK 2.0x 4.0 Ctr Ctr
BLOCK 5.0x 6.0 Ctr-0.1
S LOCK 4.0x 6.0 Ctr Ctr
52 LOCK 3.0x 8.0 Ctr Ctr
PLOCK 3.0x 6.0 Ctr Ctr
CLOCK 4.0x 6.0 Ctr 0.1
CLOCK 3.Dx 8.0 Ctr Ctr
KLOCK 2.0x 4.0 Ctr Ctr
N# LOCK 7.0x 8.0 0.9 0.9
L LOCK 6.0x 8.0 Ctr 1.2
U LOCK 2.0x 4.0 Ctr Ctr
Area
Area
JSI
0.75
0.92
0.89
0.83
0.38
0.69
0.8]
D.98
0.82
0.91
0.00
0.81
0.88
0.78
0.40
Truss Design Engineer: Thomas A. Albani
LIcense #: 077357.1
Address: P.O. Box 280055, Tampa, FL 33682
Jt Brg Size Required
A ].5" 1. 5"
K ].5" ].08
e 3.5" 3.0"
Le, 1 Attic . Snow Load
Dur Fctrs - Lbr 1.15 Plt 1.15
pH Dead Live* From To
Te V 14 76 0.0' 38.0'
Be V 16 0 0.0' 38.0'
Be V 10 60 12.2' 22.2'
MA V 10 0 12.1' 22.3'
MAV 10 0 0.2' 6.1'
MAV 10 0 0.2' 7.9'
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
RObb,ns Eng,neenng. Inc IOnline Plus"'@1996-2007Version210012Engineenng- Portrail 4120/200723048 PM Page 1 of 2
Date Sealed. 4/20/2007
[~6~~~-L ~~~__J
U# J#Q608030 Ranch Roof
Building Type: Enclosed
Zone location, Exterior
TC Dead Load 4.0 psf
Be Dead Load : 5.0 psf
Roof Snow Load per ASCE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 paf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max compo force 3818 Lbs
Max tens. force 3441 Lbs
Quality Control Factor 1.25
Quan
4
Type
TR
Span
380000
P1-H1
6
Left OH
1- 0- 0
Robbins Enqmeenna Inc.lOnline P1us "'@1996-2007VerSlon21.00t2Enaineenna-Portralt 4/20/2007230.48 PM Pact' 2 of 2
Right
1- 0-
OH
o
~~~~~~~~]
~------
I Job
I Q6mW30
i U# J#Q608030
--,--------,----- -- -
Mark I Quan Type
l T5 L_~ __'l'~
Ranch Roof
DG 16-1-5
HO 3-5-11
5x6=.:
B
IT
61
3x6-;::.
F
1I~ O~ 0
10-3-15
9-10-3
J
4x8=
l____
D
3x411 [
HGR
R:2266
U: 780
~
Id
.
7x6::::
5-9-12
5-.9-12
9.4.10
12-9-0
:1"6-0-4
Span
310900
I
3x6
16-0-4
31-9.0
G~~~;7~9j
~]
I
I
P1-H1
6
Left OH
o
Right OH
1- 0- 0
DG 21-4-13
HO 4-3
3x6.;;:;-
H
3x811
4x6=
C I
~
I
w:308 I
R:2161
U: 896
31-9-0 ----ff1 I
31-9-0
----cJ 0
- ~
Scale 0.192" =,' J
G
7x12=
L
2x411
23-0-14
23-0-i4:
ALL PLATES ARB LOCR20
Engineering, Inc./Online Plus'. APPROX.
H -S1 0.74 2559 C 0_07 0.67
Sl-M 0.95 2700 C 0.04 0.91
M -C 0.97 3466 C 0.06 0.91
------~-Bottom Chords--.------
D -E 0.89 360 T 0.00 0.89
E -G 0.96 2272 T 0.07 0.89
G -L 0.92 3127 T 0.29 0.63
L -C 0.67 3128 T 0.29 0.38
--.-~--------Webs-------------
D -A 0.91 2539 C WindLd
A -E 0.88 2576 T
E -p 0.31 376 C
I -H 0.98 831 T 0.26
G -I 0.98 828 T 0.26
G -M 0.49 1254 C
L -K 0.15 249 T
------Attic Chords (Top) ____u
F -J 0.43 1196 C 0.16 0.27
J -I 0.24 97 T 0.03 0.21
---~-.-Attic Webs (Top)-------
K -J 0.18 402 C
J -B 0.51 852 T
J -H 0.59 1345 C
Robbins
Online Plus -- Version 21.0.012
RUN DATE: 20-APR-07
IC
BC
CSI
0.97
0.96
0.92
G -C
0.98
0.91
D .A
0.43
0.59
-Sili:e-
2x 4
2x 8
2x 4
----Lumber----
SPF-2100
SP-2400
SPF-2100
2x 3
2x 3
E .F
2x 3
2x 3
2x 6
SPF-#2
SPF-STUD
L -M
SPF-#2
SPF-STUD
SPF-#2
WB
ACT
AWI
WG
Brace truss as follows:
a-c. From To
TC Cont. 0- 0- 0 31- 9- 0
BC Cont. 0- O~ 0 J1~ 9. 0
we 1 rows CLB on G -M
Attach CLB with (2)-IOd nails
at each web.
psf-Ld Dead Live
Te 7.0 30.0
BC 8.0 0.0
TC+BC 15.0 30.0
Total 45.0 Spacing 24.0"
Lumber Duration Factor 1.15
plate Duration Factor 1.15
TC Fb~I.l5 Fc~I.10 Ft~1.10
BC Fb~1.10 Fc~l.lO Ft~1.10
TL Defl
LL Defl
Shear //
-0.95" in E -G
-0.78" in E -G
Grain in SI-M
Plates for each ply each face.
PLATING CONFORMS TO TPI_
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Flate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 5.0x 6.0 0.5-0.3
FLOCK 3.0x 6.0-0.2 0.3
KLOCK 2.0x 4.0 1.5 0.8
BLOCK 5.0x 6.0 Ctr-0.1
H LOCK 3.0x 6.0 Ctr Ctr
Sl LOCK 3.0x 8.0 Ctr Ctr
M LOCK 3.0x 6.0 Ctr Ctr
CLOCK 4.0x 6.0 Ctr 0.1
CLOCK J.Ox 8.0 Ctr Ctr
D LOCK 3_0x 4_0 0.2 Ctr
E LOCK 7.0x 6.0-0.5-0.6
GLOCK 7.0x12.0 Ctr 1.8
L LOCK 2.0x 4.0 Ctr Ctr
J LOCK 4.0x 8.0 Ctr Ctr
I LOCK 3.0x 6.0 Ctr 0.2
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
D 2266 781 U 438 R
C 2161 897 U 315 R
Jt Brg Size Required
D 3.5" 1.9"
C 3.5" 2.7"
LCO 1 Attic . Snow Load
Dur Fctrs Lbr 1.15 PH 1.15
plf Dead Live- From 10
TC V 14 76 0.0' 31.8'
BC V 16 0 0.0' 31.8 '
BC V 20 60 5.9' 15.9'
MAV 10 0 5.9' 16.0'
MAV 10 0 0.3 ' 6-1 '
MAV 10 0 0.3' 7.9'
Plus 6 wind Load Case(s)
Plus 2 Unbalanced Load Cases
Membr CSI P Lbs Axl-CSI-Bnd
------Top Chords----------
0.66 2503 C 0.03 0.63
0.64 1547 C 0.01 0.63
0.14 1304 C 0.00 0.14
0.21 1316 C 0.04 0.17
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd_
Tampa, FL 33610
A -F
F -K
K -B
B -H
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
Robbins EngIneering. Inc/Online Plus"'@1996--2007Version21 0 012 Engineering. Portrait 4/20/20072.30.49 PM Page 1 012
Date Sealed: 4/20/2007
0.72
0.72
1 Br
L/392
L/479
0.65
Area
Area
JSI
0.94
0.72
0.70
0.64
0.97
0.94
0.93
0.92
0.00
0.99
0.89
0.60
0.40
0.56
0.75
TRUSS WEIGHT: 239.5 LBS
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI/TPI 95 & 02
OR Loading
Soffit psf 2.0
Run vertical thru bottom chord
Joint G
Design checked for LL on BC
per BOCA (section 1606.2.3),
IBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 pst.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load: 4.0 psf
BC Dead Load: 5.0 psf
Roof Snow Load par ASeE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors ~ 1.25 and 0.00
Max compo force 3466 Lbs
Max tens. force 3128 Lbs
Truss Design Engineer: Thomas A. Albani
License #: 077357-1
Address: P.O. Box 280055, Tampa, FL 33682
I~m_---r .
Q6;~~30 1 ~;k
[ui. J#Q608030 Ran<=h Roof
Quality Control Factor 1.25
I Quan
8
--'----
Type
TR
Span
310900
PI-HI
6
Robbins Engineering, Ine/Onllne Plus no@ 1996-2007 VerS10ll21 0012 Engineering - Portraol 4120/200723049 PM Paoe 2 of 2
Left OH
o
Right OH
1- 0- 0
'~~~:7~~g9]
_J
Job
Mark
Q608030
U# J#Q608030
Ranch
VI
Roof
DG 3-8-5
HO 4
-[1
, I
2-0-13
2-0-12
_U
2x4":/
I
l__
Tel
aCid
Quan
1
Span
60109
PI-HI
8
Left OH
o
Right OH
o
.~~~:;1';;9 J
,
Type
VL.SB
4x4:-::
--1
D
*2x41~
DG 3-8-6
HO 4
l
I
I
I
i
I
6-1-9
ALL PLATES ARE LOCK20
See Joint D For Typical Gable Plate Size and Placement
I
6-1-9
6-1-9------
Robbins Engineering,
Online Plus -- Version 21.0.012
RUN DATE: 2Q-APR-07
Ine./Online Plus~ APPROX. TRUSS
Scale: 0.699" :;- l'
TC
BC
GW
CSI
0.23
0.20
0.04
-size-
2x 3
2x 3
2x 3
----Lumber----
SPF-#2
SPF-#2
SPF-STUD
Brace truss
D.C.
Cont.
Cont.
follows:
From
0- 0- 0
0- 0- 0
To
6- 1- 9
6- 1- 9
as
TC
BC
psf-Ld Dead Live
TC 7.0 34.3
BC 8.00.0
TC+BC 15.0 34.3
Total 49.3 Spacing 24.0.
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=l.IO Ft=l.lO
Be Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 543 320 U 71 R
Jt
A
Brg Size
73.6"
74"
Required
O"-to-
Plus
Plus
6 Wind Load Case(s)
2 unbalanced Load Cases
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -B 0.23 92 C 0.00 0.23
B -C 0.23 92 C 0.00 0.23
--------Bottom Chords---------
A -D 0.20 2 C 0.00 0.20
D -C 0.20 2 C 0.00 0.20
----------Gable Webs----------
D -B 0.04 131 C
TL Defl
LL Defl
Shear II
L/999
L/999
0.26
-0.01"
-0.01"
Grain
in D
in D
in A
-C
-C
-B
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 2.0x 4.0 0.1 Ctr
BLOCK 4.0x 4.0 Ctr-0.3
CLOCK 2.Qx 4.0-0.1 Ctr
D LOCK 2.0x 4.0 Ctr Ctr
Area
Area
JSI
0.59
0.46
0.59
0.00
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI/TPI 95 & 02
Design checked for LL on BC
per BOCA (section 1606.2.3),
IBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 psf.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 psf
BC Dead Load: 5.0 psf
Roof Snow Load per ASCE 7-02
Ground Snow Load 45.0 psf
Robbins Engineering, Inc fOnljne Plus""@ 199&-2007 Version 21 0012 Engineenng. Portrait 4/20/200723049 PM Page 1
WEIGHT: 20.3 LBS
Rain Load 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max comp. force 131 Lbs
Max tens. force 96 Lbs
Quality Control Factor 1.25
Truss Design Engineer: Thomas A. Albani
License #: 077357-1
Address: P,O. Box 280055, Tampa, FL 33682
Date Sealed: 412012007
I Q608030
I U# J#Q608030
I
I
I
I
I
I
Job
Mark
V2
Ranch Roof
rT7T / /l
o
I : I
o
~I
.
------
Quan
1
Type
SP
Span
30409
P1-H1
8
T
I
fDG
'I HO
I
1-10-2
12
4x4=
1-2-4
L
&'
TQ3-61
-BcIFU
1-8-5
I
]-1-]
).1.)
I
Ii(]
]-4-9
ALL PLATES ARE LOCK20
Robbins Engineering, lnc./Online Plus~ APPROX.
Online plus Version 21.0.012 Shear II Grain in D -B
RUN DATE, 20-APR-07
TC
BC
csr
0.03
0.02
-Size-
2x 3
2x 3
----Lumber----
SPF-#2
SPF-#2
Brace truss as follows:
D.C. From To
TC Cont. 0- 0- 0 3- 4- 9
BC Cont. 0- 0- 0 3- 4- 9
psf-Ld Dead Live
TC 7.0 34.3
Be 8. 0 0 . 0
TC+BC 15.0 34.3
Total 49.3 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
Be Fb=1.10 Fc=l.lO Ft=l.lO
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
D 278 164 U 32 R
Jt
D
Brg Size
33.8"
Required
O"_to- 34"
Plus 6 Wind Load Case(s)
Membr CSI P Lbs AxI-CSI-Bnd
----------Top Chords----------
D -B 0.03 101 C 0.00 0.03
B -E 0.03 101 C 0.00 0.03
--------Bottom Chords---------
D -E 0.02 1 T 0.00 0.02
TL Defl
LL Defl
L/999
L/999
O.oon in D -E
0.00" in D -E
TRUSS WEIGHT: 9.9 LBS
0.10 Exposure Category: C
Occupancy Factor 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 psf
BC Dead Load: 5.0 psf
Roof Snow Load per ASCE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbalanced Load Factor 0.00
Max compo force 101 Lbs
Max tens. force 78 Lbs
Quality Control Factor 1.25
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
D LOCK 2.0x 4.0 0.1 0.1
BLOCK 4.0x 4.0 Ctr-1.8
E LOCK 2.0x 4.0-0.1 0.1
Area
Area
JSr
0.51
0.41
0.51
REVIEWED BY,
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSr/TPr 95 & 02
Design checked for LL on BC
per BOCA (section 1606.2.3),
rBC/rRC-2003 and FBC 2004
(section 1607.1), 20.0 psf.
Refer to Gen Det 3 series for
web bracing and plating.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Robbins Engineering, InclOnljne Pius"" ~ 1996-2007 Version 21 0012 Engineering. Portrait 4/2012007241.32 PM Page 1
Left OH
o
Right OH
o
Engineering
T0704] 879
DG 1-10-1
HO 12
Scale: 0.799" = l'
Truss Design Engineer: Thomas A. Albani
License #: 077357-1
Address: P.O. Box 280055, Tampa, FL 33682
Date Sealed: 412012007
,------ -------~-----,----------,----, ------
j
PLATE LOCATION
ROBBINS ENG. GENERAL NOTES & SYMBOLS
ft108
I%~>
Center plates on joints unless
otherwise noted in plate list
or on drawing. Dimensions
are given in inches (Le. 1 1/2"
or 1.5" ) or IN-16ths (Le. 108)
PLATE SIZE AND ORIENTATION
3x5 II
The first dimension is
the width measured
perpendicular to slots.
The second dimension is
the length measured
parallel to slots. Plate
orientation, shown next
to plate size, indicates
direction of slots in
connector plates.
f~"" .,l
fT'TT
":,,
--.1..,[J-
.
------~-
FLOOR TRUSS SPLICE
( 3X2, 4X2, 6X2 )
f-llL_f
(W) ~ Wide F ace Plate
(N) ~ Narrow Face Plate
DIMENSIONS
All dimensions are shown in
FT-IN-8X (Le. 6' 81/2" or
6-08-08 ). Dimensions less
than one foot are shown in
IN-8X only (Le. 708).
1'--6-08-08 ----t
H708
~
ROBBINS connector plates shall be applied on both
faces of truss at each joint. Center the plates, unless
indicated otherwise. No loose knots or wane in plate
contact area. Splice only where shown. Overall spans
assume 4" bearing at each end, unless indicated
otherwise. Cutting and fabrication shall be performed
using equipment which produces snug-fitting joints and
plates. Unless otherwise noted, moisture content of
lumber shall not exceed 19% at time of fabrication and
the attached truss designs are not applicable for use
with fire retardant lumber and some preservative
treatments. Nails specified on truss design drawings
refer to common wire nails, except as noted.
The attached design drawings were prepared in
accordance with" National Design Specifications for
Wood Construction" (AF & PA )," National Desi9n
Standard for Metal Plate Connected Wood Truss
I Construction" (ANSI/TPI1), and HUD Design Criteria for
, Trussed Rafters.
LATERAL BRACING
Designates the location for
continuous lateral bracing (CLB) for
support of individual truss members
only. CLBs must be properly
anchored or restrained to prevent
simultaneous buckling of adjacent
truss members.
~
W :::; Actual Bearing
Width (IN-SX)
R = Reaction (Ibs.)
U = Uplift (Ibs.)
BEARING
When truss is designed to
bear on multiple supports,
interior bearing locations
should be marked on the
truss. Interior support or
temporary shoring must be
in place before erecting this
truss. If necessary. shim
bearings to assure solid
contact with truss.
Robbins Eng. Co. bears no responsibility for the
erection of trusses, field bracing or permanent truss
bracing. Refer to BCS11-03 as published by Truss
Plate Institute, 218 North Lee Street, Suite 312,
Alexandria, Virginia 22314. Persons erecting trusses
are cautioned to seek professional advice concerning
proper erection bracing to prevent toppling and
" dominoing ". Care should be taken to prevent
damage during fabrication, storage, shipping and
erection. Top and bottom chords shall be adequately
braced in the absence of sheathing or rigid ceiling,
respectively. It is the responsibility of others to
ascertain that design loads utilized on these drawings
meet or exceed the actual dead loads imposed by the
structure and the live loads imposed by the local
buildin9 code or historical climatic records.
FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS
THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT
DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN I SPECS AND THE
TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS FABRICATOR.
6904 Parke East Blvd.
Tampa, FI 33610-4115
Tel: 813-972-1135 Fax: 813-971-6117
www.robbinseng.com