HomeMy WebLinkAbout30126-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31482 Date: 03/14/06
THIS CERTIFIES that the building ADDITIONS & ALTERATIONS
Location of Property: 3534 GREAT PECONIC BAY BLVD LAUREL
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No_ 473889 Section 128 Block 6 Lot 5
Subdivision Filed Map No. _ Lot No. _
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JANUARY 30, 2004 pursuant to which
Building Permit No. 30126-Z dated MARCH 2, 2004
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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR.
The certificate is issued to HENRY & GAIL VON ELM
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 92499C 10/05/05
PLUMBERS CERTIFICATION DATED 03/06/06 K.REMPE PLUMBING & HEAT.
~Jor~
Rev. 1/81
-- -
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUIWING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 30126 Z Date MARCH 2, 2004
permission is hereby granted to:
ELM HENRY & GAIL VON
HUNTINGTON,NY 11743
for :
ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING
LANDWARD OF EXISTING SETBACK TO BULKHEAD PER DEC & TRUSTEES AS APPLIED FOR
at premises located at 3534 GREAT PECONIC BAY BLVD LAUREL
County Tax Map No. 473889 Section 128 Block 0006 Lot No. 005
pursuant to application dated JANUARY 30, 2004 and approved by the
Building Inspector to expire on AUGUST 2, 2005.
Fee $ 943.50
V/XN\(J(l 1l A-t-L.-\ <)
ORIGINAL
Rev. 5/8/02
Electrical Inspection Certificate
Issue Date Electrical Inspection Service, Inc. Application
10/5/2005 375 Dunton Avenue 92499C
East Patchogue, New York 11772
(631) 286-6642
Issued To: Mr. Von Elm
Street: 3534 Peconic Bay Blvd.
Village: laurel Zip: 11948 Town: Southold
Section: Block: Lot:
Contractor: Power Play Electric (Ll Lie. # 5165-ME
Was examined and found to be in compliance with the National Electrical Code.
D Commercial D NV Defects D Pool 00 1st Floor 00 Indoor 00 Basement D Hot Tub
00 Residential D Del. Garage 00 Attic I!J 2nd Floor 00 Outdoor [j] Addition D Survey
Switches Receptacles Fixtures GFI Heaters AlC Fans
79 76 91 13 4 13
Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves
1 1 1 gass 1
Furnace Oil Gas Circulators Smoke Detector Bell Transformer
1 x 1 9 1
Meter Amps Phase UG/OH Jacuzzi Television CO Detector
1 300 1 / 1 2
Bldg. Permit: 30126 /f.p~
Other Equipment
Oamp washer-dryer combination /2-20amp I
pecial outlets / 2-150amp main breaker Hugo S. Surdi
anels /1-50amp steeam mist disconnect /
-15amp air handler disconnects /3-30amp President
c disconnects /1-40amp ac disconnect
Rough Inspection: 09/30/2004
Inspector: John Me Mahon III
Final Inspection: 09/15/2005
Inspector: John Me Mahon III
This certificate must not be altered In any manner. Inspectors may be identified by their credentials.
1_ _........._ ,.. (.,.~ "".1'"
, 0 ... ",. T...,Jf.... c 'I) 71""01
SOul....., _'I. ""1
O~ Oft THI 8UlL.DlNG '....CTOfII
TOWN OP eouTHOLO
C...I~~c:a"IG.
--_I 11~ a. , 0"
1v114iftf '.~lt WO. ?:,o l~ G.
own,... \i"" oj ~
IP .... P" ..
PluMer. ~~r (sjff
r oe..'ICy that tbe ..1.... u." ift t-. w.'." ..pply -V""
con'.ln. 1... ,.... "10 of at a....
'Me.r.
Sworn LO ..tor. .. '_1'
cq daV o~ 'il1-\}\a
~c:~,~~
lieUI'? hltUe,
30) ). ("
James F. King, President Town Hall
Jill M. Doherty, Vice-President 53095 Route 25
Peggy A. Dickerson P.o. Box 1179
Southold, New York 11971-0959
Dave Bergen
John Holzapfel Telephone (631) 765-1892
Fax (631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 0096C Date January 31, 2006
THIS CERTIFIES that the additions and drywells
At 3534 Peconic Bay Boulevard, Laurel
Suffolk County Tax Map # 128-6-5
Conforms to the application for a Trustees Permit heretofore filed in this office
Dated 9/25/03 pursuant to which Trustees Permit # 5825 Dated Oct. 22, 2003
Was issued, and conforms to all of the requirements and conditions of the applicable
provisions of law. The project for which this certificate is being issued
is additions to single family dwelling with drywells to contain runoff,
The certificate is issued to H~nry VOl'1 Elm owner of the
aforesaid property.
8('
Authorized Sig ure
;f 3o/J-I,L
CHARLES M. THOMAS. R.A.
Po Box 877
.JAMESPORT, NY 1 1 947
(631) 727-7993
(631) 727-B033 FAX
January 25, 2006
Town of South old
Building Department
PO Box 1179
Southold, NY 11971
Re: VonElm Residence
Dear Building Inspector:
I have inspected the foundation, strapping, fire caulking, framing, insulation, and
fireplace in the above referenced residence, and certify that it was built per my drawings
and complies with all NYS Building Codes. Please call the 0 any questions or
concerns at (631) 727-7993. Thank you. :\~?-EO A ;,y,
~ :-.."-" . r"o ~
:,!/
0
-\
I~N 25 .~
\ __~':L~
L~_~~'-'-
30} ~Io Z
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG. ~
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING I STRAPPING [X FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: ~~.tdfA'~ ~ c&fL
~,~~'~~*'>
~/. ~~~Ao.12(*
~lf-~~~~
ok ;V~~~~,:Z.wt~~ ~
OK~hf.1v-L~J~~~~'
,
10-(;..- d S- INSPECTOR ~ ~
DATE
J () I 'J-~ Z 765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
;><f FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: FJ1z~ V"-- ~~.. ;7
~ c.<;k r
DATE /l- ~/7~ 0 r INSPECTO~ ~
I
?6! ~tr-
765-1802
BUilDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PlBG.
[ ] FOUNDATION 2ND [ ] INSULATION
] F MING [ ] FINAL
FI PLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
.
DATE (f ft.>! 0 fc INSPECTOR
t & (
:J3 ~ 'Ljl;) ~
765-1802
BUILDING DEPT.
INSPECTION
[~NDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLAC~ CHIMNEY ] FIRE SAFETY INSPECTION
REMARKS:
~
.
DATE INSPECTOR
) 0 I ?--'" z-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING I STRAPPING M FINAL ~
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
~.~I- ovIt,
f;i.:ut .r/- ~ ~
~'cL,
,r~~ ~Ok:)
DATE 3-7,--ot INSPECTOR ~,~
~/~6
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ) FOUNDATION 2ND [ ] INSULATION
] F MING [ ] FINAL
FI PLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
.
DATE (f j!J:.3! () fc INSPECTOR
t t (
!
3-D! ~ t;-
765.1802
BUILDING DEPT.
INSPECTION
] FOUNDATION 1 ST ] ROUGH PLBG.
NDATION 2ND ] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
"""'-.
-
c... .
OiL
~ ~ ~/. .'
49 Nor Wvt!..,L,
~ -~. ~ ~
1UNt))L. -/ NSTM-/14-n ~-J.J'7/C-<:' <--77~~ -
DATE I ( !.s- /0 Y INSPECTOR
f / '
jO/~ cj-
765.1802
BUILDING DEPT.
INSPECTION
[ ) FOUNDATION 1 ST [ ~ PLBG.
[ ) FOUNDATION 2ND [ NSULATION
[ ] FRAMING [ ] FINAL
[ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: ~.s:J.Nn~ cc/C
~
-[D Cr,
DATE I' I )... (p f~<;? INSPECTOR
t /
I
)0 IJ-c" ~
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [40UGH PLBG.
[ZDATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
~?0 -
REMARKS: . ~~
/
!!'
DATE fa in; f INSPECTOR
/
I
3iJ !M;,.c-
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
,/
[ ~DATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS: t3
~
DATE 1/01 INSPECTOR
.,I"
I .
FIELD INSPkCTION REPORT DATE c COMMENTS . . ~;g
v //. 'M 'Y ) . P' AL. :&; r:/. A AJ:~ r.-'.~
"" I ,. 'U /. . ~. A -.- '..F N-:4~ . j b - ~
FOUNDATION (IS1) " I ';::)/J' il. ~ -1 .-tt ~. / ~A"'d' ~:j
..
--~------------------------~--~----- 'i/~.-J.b (_i ~I\ d'. ..J;J.I /..L~.~_..."
. . v "Y :J/ / ~'t\ '/ -, ;r~ ./ \..
t:Z~ / // / .L ./ fA:. ~ / -/ ~~
FOUNDATION (2ND) I.
f t 11.(+.:. ~i d)~ .. J..... t. \7~ /'7\.. .I f
'- ., i1 "'ll /.J....- ';Y--.k.A " 'Z
..,/,dt><l.. hi I 1. ~ /b-LL (-'if> ".. .-r--~. ///A..4 VJo
\..I\,.
'/ " I /"~'r l.:rl4'" 6. 'lIJ.L _"-'III-I I '(,}l
.' . -i..1 111-- AAf .' *"'f. 'n.-() ~/ 1/' J~ Yf? ~'"
P.", ,.." ,/ t-f/~.I. 11 " .x'Yf~ ~~
ROUGH FRAMING & J / ;i ///T / ~
..,
PLUMBING I//? /,Pi ~ r)~.. . ~ n . L In! ./.. t/ ~../ J//- ~
/ I '1--,~.: +~ -/:n" LY '/(1 _ r~ ~ f
~.;;- 1- IJF ~._ I (f/.:, , l;;n. . /
--
('
) ~~ (///. '/- A.,~';:'Y:'YJ ~~
' /,,.. ./, # /..."'-/- ,.' '/Y /'7/: //...A v ./ ~
/ (I r,:) - / /;/ i7 / ./J "] I'
II/<k 'Cl.:./~........ r-.... ..['.. /. 7. d~ ~~ .
INSULATIONPERN. Y. (, }....)' :!:- 'J<.tJ ~ N.' r I ". ~ ".1 .,
STATE ENERGY CODE ~
r/.. '.,H 1 j, -, ,7.y:.L. '//'l# . '7 'V
~
~._ r ,- ,i ':::'''1. ~ n, ./71 /1 .... ~
. 'I }Ll. ~"'J7.. ; '~2 '.)1) "I-- '" A rl j /1. "f-::-' . ~
!/I;Jlo If' "e6r AI. 6/. ::rp'.;7t:1~ v ..,,( V. / ~
( I ~k~.I'~?'./ /V..+. 1 'j ''''~ *L f
.' ' I ) .A ~ / l L...../ / ~J.. .Idl _ .-./ ........
1;'/1"1) '" '1: A I"".(j{; _n..J... 'J.-' ^&6W4'1/?. rA/I ;$
FINAL 1110,;' .-D<: /1 J~. ^. . J. /\,. . , ~ n.lLI f). .4 ~ ~
~It: CVI.t L '.-:1. rj" ' V.4-h, A.' - f;),/1
t . ( , .\. ,.. -
, Il"D~j'4JJ- _p.:.,. ^'"' /' -.x1-.... J ~ ~
F'" DY'-' .1I~~.,yf/j .j~~-~. \
"
}lptL _'V!">/,j." ""-' . n '-.~ ". . ~ J
-L.
. J ADDmONAL COMMENTS -q;.... M. .A . ~'L7 ~
/-"';)"5'..010 i!.ec1d (I;'U ~ ..J..rl L_ .J" 'Jh.,rv-, T LU'I'AA .f.ft'-t... (1,.'0 ;',,,
Ab. ....,'.. J:i. i /\....()~ /J",'of"IV -J- .f{r~ "t 4U. f'.~' (]' fJ>/' .L.A ~ 6>n (\)
3~~
~/rl -A, fJ_' _k . ~ If-.f..h A / t'vtr -Jl7)iII5'"e--
---::l c: Il'lA. S' f ~:- -P'/_ ~
'1..-1...I'J b n" .-:-f;-. roO, .1. Cf)\), E:~ d- . n tJ - h r~
.. (f I, '''\AA '.L II r~.:.ll M -'<J., -ClJI. ~ .,;J/ ')
~"[J' ~ ., (/ V" . ,
. l"l
. O()~
, :::
,q." ~
6 ::l
, "1i
\ l i
.-.....
... ..
."
~
, 1 I '
. ol!1F~~::J." I 1;o~~.'1 :,
" ~o I c ~ 8 = I )> ~'. .IV I. ''0 I m J) 5::':,~ ." 01'.'
, . _' t/l 0.. 0.. 0 ;:0 'S. <-~), ,; r i Y' r- \) 0 <- ',"),
\. I ([) 0 - g:: - <.;., )> i-"'- )> , ;0 <
, t::'2~. g l1> I' 5: G'l 'p':) :~ __ ' Z !"5 -cr =:.., ~ z
\ 10 0 0. m U '" ' 0 '- " ~'", m m
. I' ~:l ' i ,':.; (') -" "" :;0 ;0
\i a... , ) ',.': \-~O ~)'
(jJ I ' +- i t::::IT'-f~rr.JlA.. "<>
o. .1.....' ..-- - ..-,,'--- . . I' -',J:z. L'I ,..
i~ I' ~---- -..- n. '-"om '
; I! !. V>:>.:--;o.Gl (\"
& I I Z ..>)~<~v., - ~~- ~ j'
)> 0 " ..J C ,,' ~'" ('I ~. /.,
n ;0 c~ ~( C '_'- ~ "'tI V) ..7\
,\. ;;! ~ 8 r . . () "
, '" )>.~ '. ~ ::,
o r-:;? , (^
o " ~
~ i ~
Jj ~ . ...
. OJ < 0
I < c r
o o::l' r -I '
- )>c f!l 0 1::0 ~ I ~
o W Ql1> 0 Z 0 )> lIIIIl:;
7, l1> ~ ~ G'l 0 r V1 Z ~ Z
) , () , -,..,~ ;0
I I 0 ! "'v ~ i:i 0
." ,Z n?t- -i
_" I I 0 ~ ' "'1'1
"I I - " eo-
, I -i )> s \ o-
r I )> 0 0 ;0 ....
\) I \! ~I 8 Z ~ ~.' (~ 0
i i I l1>r;;1 m \'- c> C
\ [ " ~ * ...
I 01, ~
.: \ '\ 0
o I OJ.!. 0 ."." I I ~
.. olc;,n;o;o I ().'\ ,..
) n I r-; ~ 0 0 0-
^ i I Z!Z ~-
...in ;;; I ;;; ~ ~ m <
)> G'l1G'l . \ , - "
o ~~ \),_~llIJ
Z\Z g ~ ~(G'l 0
;Ol~ ~-, m"
0)> I ":;IT In
)> , -i <:) ,,~' -
O'm ::>- ".... -
1;01 ?: ~ ~.' ...
L\ --1 I Cl:' ,:::'''' -
, ! . t. '\ .......
'-"':, I "-
I 10- ! llIJ
I ! ~ In
, ""', n
I' 1~.~ .' ~
I':!; ,..
I~ ! 9: ~ 1).,--- 52 g
c: ""tl-7J- Vl ".,
II'> i I .. m. ;-l C
[
. II' ~ OJ b' n
I (j.Y c ~ ~
I.\... .... r f' f'. V> '
',"-l . 52 c llIJ
t I ,,~~?'C
II I ~;:j ~
I ' ~ k
i -) it;,f"-.-
, ! I ~.. ,,-
... 'C "Q , -=-
W~ ".,' .::::".
c ,}'_.
'I I..",. I
'" "~ ~
, () I JI '
I I I I I Ie:: " .
! [ I I I I "
I , , \ I , ! I I I .'~ 1 I I ,
~------r- -.. -,- ----c"Y1~,;1+
J-~~' - - ___ t~ ,
~ -. -.-" '- ...-
A -- A .~ _.__.~ ----<
~ ---
~ --l-' -- ~
, r- '" ----- - ,-------- . -.- ~-
-- -.. " en
-,,-J.d_ L ~
~
--+-.- "
-.- --r-- .--- --,-- \f C ci ci ci z
- .- 0 ~ ...J 0 en LJ..
" ------" .---- .-'-- .---,._- ----
~ (" ~ ~
, -- \
~ ... ~
..~ V'. ~
~
~ v ~
--j <'<) ~ '1 Ii.
~
ii2 ~ ~
t- o 0
.<: 0 0 -
..... .!'2 u: u:
c ~ "0
u: '" c >-
~ C'l 0 '","
'" 0 V> V> ~ n ') ~...\L'~
--.. - ~ ~ .;: ... E E "
.<: 0 > \r "
... " 0 0 0 r- ~...:;
" 0 .. " 0 0 .;: '" '
~':f:: - en LJ.. c :r: er: er: Cl
- --
~ ......
, .-
-;-
- ---.
'.J \
~ \)
, ....... '-, I
- .......
.,t... -....-._-- -'- 0- .~ E
0
- 0
er:
--d - 51'" c ,
'" " ~
I .- c "0 u 0 .2 I
er: ~ " 0 ~ .. ~
- .g E 3: a: o '"
g , 0-
C '" '" '" ~ E ! 0- ,
.- :J V> "Ii ~ u ~ \--:;,-,
0 I 0 " ~ '" 0
.U ! LJ.. en w i.i: t- er: 0 '. ./
1
~--~--- ~--- ....-...----- --- ---- .--.--
'~ '\
\j< ~ ''-J
i .
I ...) ",
"\ ,
, --------.<-
1 0\
.1 ..,
i 1..-" 't,:
I ") f, \.f)
1
,
, -- --'-- ~
"("
"-
~
"
~ \"...- ,
<;j ~ ' . , '-' '-.:.
.~ '~.t f' ''')
I\. Ct
" '" '" \"
<l I'
'. "- '-<J .~ '-
" "" "'- -'I B
"" ~r I, '-~
""
~f 'c ( l'0 '-~' -ij,
"i " ' j
J -- --~---. .... -- ---
i~~ i 'fC>- ..
YI' c/ 5 C4 1(0'
-8'~ .2 . ~ (lI ~.."
V> 'in
co C c c ! -fj"N OJ 0 I . -
'" " '" ;<1.1 0 . CCl 0
~ ~ ~ x & ~Ji j ~ I 0 ~
I x x
w w w
,'1:'iJ .
New York State Department of Environmental Conservation ..
Building 40 -SUNY, Stony Brook, New York 11790-2356
Telephone (516) 444-0365
Facsimile (516) 444-0360 ~
~
Jobn P. Cabill
Commissioner
LETTER OF NONJURISDICTION -TIDAL WETLANDS
Date: June 26, 2000
Mr. Henry Von Elm RE: 1-4738-02597/00001
PO Box 548 Yon Elm ProDertv
Laurel, New York 11948-0548 3534 Peconic Bav Blvd.. Laurel
SCTM No. 1000-128-6-5
Dear Mr. Von Elm:
Based on the infonnation you have submitted, the New York State Department of Environmental
Conservation has detennined that the property landward of the functional bulkhead greater than 100
ft. in length and constructed prior to 8120/77, as shown on the survey prepared by R. VanTuyl on
8/19/68, is beyond Article 25 jurisdiction.
Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661)
no pennit is required under the Tidal Wetlands Act,i:'lease be advised, however, that no
construction, sedimentation, or disturbance of any,kind may take place seaward of the tidal wetlands
jurisdictional boundary, as indicated above, with'Jut a pennit_ It is your responsibility to ensure that
all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to
the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your
project. Such precautions may include maintaining adequate work area between the tidal wetland
jurisdictional boundary and your project (i.e. a IS' to 20' wide construction area) or erecting a
temporary fence, barrier, or hay bale benn.
,
Please be further advised that this letter does not relieve you of the responsibility of obtaining any
necessary pennits or approvals from other agencies.
Very truly yours,
~~
Pennit A .. strator
cc: WalterJ. Moore, P.E., 15 Recreation Lane, Huntington, New York 11743
Bureau of Marine Habitat Protection, NYSDEC
File -..
DMG
,
Board Of Southold'~Town Trustees
SOUTH OLD, NEW YORK
PERMIT NO. ...~8~u DATE: .?_c.~()1J~rJ~.!u 200
HENR Y VON ELM
ISSUED. TO .u..u.u.u...uu.u.u......uu....u...._..............u.....u. ...... "u u...u...uuu.u......uu... u...........
Aut~nrii!atinll
Pursuant to the provisions of Chapter 615 of the Laws of
the State of New York, 1893; and Chapter 404 of the Laws of the
. State of New York 1952; and the Southold ToWn Ordinance en.
titled ."REGULATlNG AND THE PLACING OF OBSTRUCTIONS
IN AND ON TOWN WATERS AND PUBUC LANDS and the
REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM
LANDS UNDER TOWN . WATERS;!:, and in accordance with the
Resolution of The BOard adopted at a meeting held on .<?~~.().t.>~!.uu2..2.
..u?.O.O,3and in consideration of the sum of $u...~.~~.:.~ou. ..u paid by
. Henry Von Elm
.. ....................................... .................................... ........................................................-......................-.....
of ......u....uu..~.~.':1::.~1.............uu................uu..u..u N. Y. and subi~ to the
Terms and Conditions lined on the reverse side hereof,
of Southol<l Town Trustees authorizes and permits the foRowing:
Wetland" 'PermIt to construct a sec~nd-story addition, enclosed
s~reen porch,. ~nd foyer to the existing single-family dwelling,
.. WIth the condItIon drywells and gutters are installed to contain.
. the ro?f run-off. and as depicted qn the survey prepared by'
all in accordance with the detailed specifications as presented in
the originating aDDlic:aticin. .
John C.Ehlers <fated July 30, 2002
IN WITNESS WHEREOF, The said Board of Trustees here-
by causes its Corporat~ S~al to be affixed, and these p!",sents to
~~b"~I~~ii;~' .
q,~~a~,~ h._-
. Arti _ ster - .Absent .
Trusi'~1
Albert J. Krupski, President Town Hall
James King, Vice~President 53095 Route 25
Artie Foster P.O. Box 1179
Ken Poliwoda Southold, New York 11971-0959
Peggy A. Dickerson Telephone (631) 765-1892
Fax (631) 765-1366
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
October 22, 2003
Ms. Denise Heyse
206 Lincoln St.
Riverhead, NY 11901
RE: HENRY YON ELM
3534 PECONIC BAY BLVD., LAUREL
SCTM#128-6-5
Dear Ms. Heyse:
The Board of Town Trustees took the following action during its regular meeting held on
Wednesday, October 22, 2003 regarding the above matter:
WHEREAS, Denise Heyse on behalf of HENRY YON ELM applied to the Southold Town
Trustees for a permit under the provisions of Chapter 97 of the Southo1d Town Code, the
Wetland Ordinance of the Town of Southo1d, application dated September 25,2003, and,
WHEREAS, said application was referred to the Southold Town Conservation Advisory Council
for their findings and recommendations, and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on
October 22, 2003, at which time all interested persons were given an opportunity to be heard,
and,
WHEREAS, the Board members have personally viewed and are familiar with the premises in
question and the surrounding area, and,
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold
Town Code,
2
WHEREAS, the Board has detennined that the project as proposed will not affect the health,
safety and general welfare of the people of the town,
NOW THEREFORE BE IT,
RESOLVED, that the Board of Trustees approve the application of HENRY YON ELM to
construct a second-story addition, enclosed screen porch, and foyer to the existing single-family
dwelling, with the condition drywells and gutters are installed to contain the roof run-off, and as
depicted on the survey prepared by John C. Ehlers dated July 30, 2002.
Pennit to construct and complete project will expire two years from the date the pennit is signed.
Fees must be paid, if applicable, and pennit issued within six months of the date of this
notification.
Inspections are required at a fee of$5.00 per inspection. (See attached schedule.)
Fees; None
Very truly yours,
~..f? ~'9n.
Albert J. Krupski, Jr.
President, Board of Trustees
AJK/lms
'II '11.....11. II' II' II' ,.' '. II '. '.~ 'II II' 'II 'II 'II'" '. . 'r" ,.' (II 'II '11'11'11 (. 'II \ . '''''''11' '. 'II .",. . '. '. II ,.' 'II '. 'II'. a .. . fa II' (. 'II . " I. ''''.::..
, .,.
...
-
TERMS and CONOmONS
The l'ermittce Henry Von Elm
resldiag at 3534 Peconic Bay Blvd. , Laurel N. Y.. as
put. of the coosideratloo for che I....once of the PCtmlt does UIldeauad and prescribe to the fo1.
lowiag:
1. That !be Hid Boani 01 Trustees aDd the Town 01 Southold ate re1eaed from Ill'f and
all damages, Ot daims foe: damages, of IUlts arislog directly Ot lodhecdy as .. result of Ill'f opec.
.doa perfoaned poinuaDt to this penalt, and the laid f\ J 1"= wl1l, at his Ot her OWD exp case.
defend Ill'f aOd .U Ilich salts'lakI.-I by thl.td parties, and the said p.."..ltl~ .__ fall liabUity
with ftipect thereto, to !be c:ompIete .--Jncion of the Bclard 01. TmsUa 01. the Town 01. ~
.,
., 2. That this PermIt is. ~ fOr ..period of 24 mos. wbich is coasicIeted to be !be
., ~....ted time. requited to coinplete the work illYOhed, but Sboa1d circamstmces wunar, teque$t .
..
M for an __00 may be made to the Boani .t . later dale.
., ~. That this Permit should be Rraioed lodeflaite1y. or' as loog as the said l'ermluee -..Jsbes
, to . ....1_ln the sttucture or' project illYolved, to provide evidca.:e to anyoae _bed that auth.
.~J.
I .odzadoo was origioa11y obtaloed.
I
'I 4. That the workimolved wlI1 be subject to the lospectioo and approval 01. the Bclard Ot
,
, 1a agents, aDd _-<lOlIIp1lanoe. with . the provisioDS 01. the ori&loaflac appIicatloo, -rbe ause fOt
, rewcatioo of this PermIt by resolutioo of the said Baud.
I 5. That there wlI1 be 110 unmosonob1e illterfetence with na~ as . result of !be work
I
I . bete1n aUthorized.
,I 6. That there sbaU be no loterference with the right 01 the pubIlc to pass and RpItI a10l1$
~ !be beach LetW<<ll1 high and low water marks. .'
.'
7. That if future opendoos of !be Town of Scluth9ld teqalre the ~ and/oe: a1taatlons . ,
"
, ill the location of the work bete1n ..,tMduil, or If, ill the oploloa 01. the Boani 01. 1'Iustees, the.
" work Iha1J. cause 1Jl1teISOG&b1e obs_ to free navlgulon. the said I'emIluee wlI1 be reqalftd,
, upon due notice, to remove or alter thls work ot project bete1n stated withoat &1 c_ to the Town
. 01 Southold.
,
., o~ That the said Board will be nodfled by the Peanluee at the ~.ol!be work auth-
,
,
.,
, 9. That the Permittee will obtain all other permiu aOd aJOSeIlb tbat -r be tequUed q>;
,
, pIem-td to this permit wbich _y he subject to revoke upon failute to. obcalo same.
. -
:J .,
,
..: ~ ,.
'.-
.?
(
I
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 3 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 301U'l:; Survey
www. northfork.net/Southoldl PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
5 20 "\ Trustees
Examined v Contact:
Approved :20~ Mail to:
Disapproved alc
It 11/ ./ Phone:
;'
Expiration , 20.---l- "
r~.'c.---"-, ------
.- "," ~\..VIS
JIM 3 0 tm4 APPLICATION FOR BUILDING PERMIT
> I .~O
I ,204
G Date
INSTRUCTIONS
. ..' ....J
- -."
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot 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 Pennit.
d. Upon approval of this application, the Building Inspector will issue a Building Pennit to the applicant. Such a pennit
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 pennit 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 pennit for an
addition six months. Thereafter, a new pennit shall be required.
APPLICA nON IS HEREBY MADE to the Building Department for the issuance of a Building Pennit 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
,,,,,"',od ...,octom 00 p"""",, "'" ;" lmild;", fu, "~rn"'Y ;_tio~ l.A-, fJ
(Signatur ~Plicant 1>r name, if a corporation)
'ko6 Ii" i i tit/iv....
(Mailin address of applicant)
State whether applicant is owner, I chitect, engineer, general contractor, electrician, plumber or builder
k ~L"- -r-
Name of owner of premises ~Dt\ [I f'l"\
(As on the tax ron or latest deed)
If applic t is a corporation, signature of duly authorized officer
ame and title of corporate officer)
Builders License No. f() & a.. 'D,1t(M,w\L J
Plumbers License No. "
Electricians License No. 1\
Other Trade's License No. 1\
1. J...
. ..) rL
Hamlet
County Tax Map No. 1 I Z. ~ Block b Lot 5
Subdivision Filed Map No. Cot
2.
b. Intended use and occupancy ~L~; ~ t t'\. -\ ,-&\. \
~
3. Nature of work (check which applicable): New Building Addition I Alteration /
Repair Removal Demolition Other Work
-
1)0 (Description)
4. Estimated Cost - I 00 O~() Fee
, (To be paid on filing this application)
5. If dwelling, number of dwelling units I -'<N~mber of dwelling units on each floor
If garage, number of cars 'Z.
6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. N 1,1\
7. Dimensions 0 existing structures, ifany: Front~ f-t Rear t.f ~ f~ Depth'? 2 r+
Height / Number of Stories J
Dimensions of samrtcture with altera~r additir:t.:ront L{-.J f:f; '. Mar ..Y tfr
Depth '1 z.. Height ~D Number of Stories Z
8. Dimensionsofentil--newconstruction:Front "tflf r Rear 4~.pf' Depth '12.P-t-
Height ~ O'? Number of Stories 1..-
9. Sizeoflot:Frontl~ 0 ft Rear_-S' f f Depth )62 Ff.
10. Date of Purchase Name of Former Owner
II. Zone or use district in which premises are situated -1l- t S.-J ''''" ~.'A. \
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO ../
13. Will lot be re-graded? YES_ NOV;Will excess fill be removed from premises? YES "", NO_
. h 'if d ~, t I.{ S" () U )
14. Names of Owner of premises f.rtrfri t1 Address Phone No.
Name of Architect r \1"..-:1(..~ 1I",..y..ddress ~;tlt'-h~. 4! PhoneNob}I 71.7 1'ff~
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~ NO -
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
--
* IF YES, D.E.C. PERMITS MAYBE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
CO )
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contr ct) above named,
(S)He is the ~
(Contract orate Officer, etc.)
of said owner or owners, 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 belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to b~ee me this~ ~ ~
A '" of --'"J pjl 20 0
'. / ~ r/t1 ~
Notary Pubhc
LYNDA M. BOHN
NOTARY PUBLIC. State of New York
No. 01 B06020932
Qualified in Suffolk coun~
Term Expires March 8. 20
~
Permit Number
REScheck Compliance Certificate Checked BylDate
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release Ie
Data filename: C:\Program Files\CheckIREScheck\vonelm.rck
TITLE: VONELM
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached I or 2 Family
HEATING TYPE: Non-Electric
DATE: 01/29/04
DATE OF PLANS: JANUARY 29, 2004
PROJECT INFORMATION:
NEW RESIDENCE
COMPANY INFORMATION:
CHARLES M. THOMAS
ARCHITECT
COMPLIANCE: Passes
Maximum UA = 814
Your Home UA = 688
15.5% Better Than Code (UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling I: Flat Ceiling or Scissor Truss 1742 30.0 0.0 61
Wall I: Wood Frame, 16" O.c. 4802 15.0 0.0 324
Window I: Wood Frame:Double Pane 432 0.280 121
Door 1: Glass 40 0.340 14
Door 2: Solid 120 0.240 29
Floor I: All- Wood JoistlTruss:Over Unconditioned Space 2956 19.0 0.0 139
COMPLIANCE STATEMENT: 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 Constructio nts. When a Registered Design Professional has stamped and
signed this page, they are attesting that to e b -' .~ . belief, and professional judgment, such plans or
specifications are in compliance w' hth. Co <,~~~1' . ii;~"~(_ ~
'I ." I. ~^ "I ~
{Q:,' ,< 't.~"'\
B"""n,,_, i. , ,'I> ) "'" t 1 0
~ \ i. I
\~:jl) '..,J), . , ~~;;
'-1;;'~ .Qg,12.~' o~
~-9!.:..!i~~'
.
. REScheck Inspection Checklist
New York State Energy Conservation Construction Code
RESeheekSoftware Version 3.5 Release Ie
DATE: 01/29/04
TITLE: VONELM
Bldg. I
Depl. I
Vse I
I
I Ceilings:
[ 1 I l. Ceiling]: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
I Comments:
I
I Above-Grade Walls:
[ 1 I l. Wall I: Wood Frame, 16" o.c., R-15.0 eavity insulation
I Comments:
I
I Windows:
[ ] I l. Window I: Wood Frame:Double Pane, V-factor: 0.280
I For windows without labeled V-factors, describe features:
I # Panes_Frame Type Thennal Break? [ 1 Yes [ lNo
I Comments:
I
I Doors:
[ 1 I I. Door I: Glass, U-factor: 0.340
I Comments:
[ 1 I 2. Door 2: Solid, V-factor: 0.240
I Comments:
I
I Floors:
[ 1 I l. Floor I: All-Wood Joist/Truss:Over Vnconditioned Space, R-19.0 cavity insulation
I Comments:
I
I Air Leakage:
[ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air
I leakage must be sealed.
[ ] I Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly
I with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a
I 3" clearance from insulation.
I
I Vapor Retarder:
[ 1 I Required on the wann-in-winter side of all non-vented framed ceilings, walls, and floors.
I
I Materials Identification:
[ 1 I Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ 1 I Materials and equipment must be identified so that compliance can be detennined.
[ 1 I Manufacturer manuals for all installed heating and cooling equipment and service water heating
I equipment must be provided.
[ 1 I Insulation R-values and glazing V-factors must be clearly marked on the building plans or specifications.
I
I Duct Insulation:
[ J I Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ 1 I Return ducts in unconditioned attics or outside the building must be insulated to R-4.
[ ] I Supply ducts in unconditioned spaces must be insulated to R-8.
[ 1 I Return ducts in unconditioned spaces (except basements) must be insulated to R-2.
. I Insulation is not required on return ducts in basements.
I
I Duct Construction:
[ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics
I (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted.
I Exception: Continuously welded and locking-type longitudinal joints and seams on ducts
I operating at less than 2 in. w.g. (500 Pal.
[ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] I Air tilters are required in the return air system.
[ ] I The HV AC system must provide a means for balancing air and water systems.
I
t Temperature Controls:
[ ] I Each dwelling unit has atlesat one thermostat capable of automatically adjusting the space
I temperature set point of the largest zone.
I
I Electric Systems:
[ ] , Separate electric meters are required for each dwelling unit.
t
I Fireplaces:
[ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] I Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction
I provisions of the Building Code of New York State, the Residential Code of New York State or
I the New York City Building Code, as applicable.
I
I Service Water Heating:
[ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
I water heater has an integral heat trap or is part of a circulating system.
[ ] I Insulate circulating hot water pipes to the levels in Table I.
I
I Circulating Hot Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table I.
I
I Swimming Pools:
[ ] I All heated swimming pools must have an onloffheater switch and require a cover unless over 20%
I of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I
I Heating and Cooling Piping Insulation:
[ ] t HV AC piping conveying fluids above 105 "F or chilled fluids below 55 "F must be insulated to the
I levels in Table 2.
.
. Table I: Minimum Insulation Thicknessfor Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature ( F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thicknessfor HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range ( F) 2" Runouts 1 " and Less 1.25" to 2" 2.5" to 411
Heating Systems
Low Pressurerremperature 201-250 1.0 I.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 I.5
Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 I.5
NOTES TO FIELD (Building Department Use Only)
... __""""""""'_.r.'^"',~,",""' ,,_
......'
-
SUR\IEY OF PROPERTY ~E
SITUA TEl LAUREL. N
TOWN, SOIJT1-lOLD W~E
SUFFOLK COUNTY, NY SEP 2 5 2003
SURVEYED 07-50-0:2 I
SaIlIIold .... S
10111I of TmleeI ,. '
sc,T# 1000-128-6-5 O.~'...
CBRTIPIIlD TO: .~ . '. ,:.. .
HBNRYVONBLM
GAIL VONBLM
~.
4,~ \~ 0\
~
g(
~O~O>j, \0(10
o( I'- ~
>AO"'" 0g6 j( .
~ ,'V \P00. 120'\.. ",ge.,l'- i\'
~~ .0
,rp Vi 1(<\\\\010 %~~
if.cP' ~ ... l\6\O~\'~"1!.
o ~'} (j'\ ~
ff9 ~ t ~
~
~ () "
I \l nail
I ...,
:2 f/.2
I ]> ,...
I / I -\ ~ ]>
CO
I / r I ill
co
a \ ~~ "'
::l ~
co
~ "- "'r
~ r "- r / =
() ~11 , 0 !~~ tft \Ja
~ CJJ~ CIa , -~----) . ::l
~ 0- ' , 0, ) , 7'\0.
, 3
,011 ~~ , ~z
-'"
u:: '" 0 ::l, , " _ J5~_ -a
a%' v:: l "' L
co
~~3 u::o
-' ~ () --"-..
i\l~' ~ ""
('0 cw: ~
ill () CJJo
('0 a'
~ -,3
c: CJ('O
a,
,-
" ou::
e.,v...~!I'--\ ,\" ~s.,
\.-6-i'.VEII- " 7'\
~',( '-\' C'<.E\ co ,
;1.3. vJ~ L\.- ~ (j) ,
0\ PROPOSED ('0
o :OYER u::
......_- -..--
"
~5':"
~
't%
.",
-S'6
<;'-i-
Cl
;..~
" ~
->Cl
~;
o~
i-C-
~~
-:;;'0
~
C'~')
M ~ -"",
'S 'z )
.~ c
~ ~
NOTES, ~
. MONUMENT FOUND ~'-
DEED REFERENCE L.l1'l72 Gpl75
AREA = 36,123 SF OR 0.84 ACRES
GRAPHIC- SC-ALE Ill=: 301
~ - I
..................D~..-ot_.,.._""'ID"~
""'I"_""3'D""-.o<J'_~""""''''''
""'l<Z""'Df"""I""l~"".__..rvr"",,~.oflf..
...... 'for~ -.. Ed",".~""" ~..
.~~'::;""";r:;"::''.:~~~:'''~
--~,,,~'..~-,.,"'.,-,- JOHN C EHLERS LAND SURVEYOR
::,:;:....""'......"t8"""...."".'gMi,~t""'t".. .
......."'l """,,,,..,,..,.-.,,, " "'.,_w.",.u.. "",,,,.
;~~,;!,'~":';,.~..:,';~;:'~~::-~;~;f:~.;::;:,;:;, 6 EAST MAIN STREET N.Y.S. LIe. NO. 50202
'-"',jr......."P.". ~..,."'"l,I<.Dt""""...,""..""'~
\'O~,."_'__.,~.....,.,,.,,~. RIVERHEAD NY 11901
om "" "'" _",II ,,, ".. 'II" """""""'J' t;;:"""..."- , . .
""""3""""'l_'~_IloI\""'II.''''' ...."",""" REP\\fI 0
,,, ,- -..- -, ,-" ".,,,,,0_ """'''" 369-8288 Fax 369-8287 . P server\dIPROS\ 2-232.pro .~._" =~___.__~J
"""' ,"'~ "'" """""'~""'''' ~o 'Jo'J.-l'II".",1 ..,,1;t"I'''''''
--..----..---------.--.....- -_._"--~------.~----------_.._-_.._--_.._._-_..__.._---~.. ._-~._-----_._----.. --------.,.---.--------..----.. ,- ~._---_._------_.------ -- - -_.-...~-----
.
s.....!i >< ,,06':l6 -<}- ...
s, (.. , tI'; 0 ~ ... ~ ~ ::1'
A-rr S (il ;=. q ~ g
="'!:I::s 0 t=:1*l
.. -."" 't3 - :ji1 <
~, - (Jq ::r n
o'i.u'<(lIrtlNS C/:I
l:l ....... 0 a..... .....
. Ei " " 0" c::
." "'Ij I)q ......, (Jq
~ ,., '" -. 9. '" '< '"t1
..' ~ @ o (ll .... ~ 0 ...... 0 ~
..., !l",~"~,,,,:: f;1
~ t~ 1i 0. "'"I 0 ~. ~ A .,
o;:_....~ ~o
~ F~ ~ ~ 0 "':""" _. ~
CD CD C. x -. rt:
'1"1' ~ 81~ ~ ~s-o, fi<Po
(ll - ~ '"1 .... ...
~. lI'; "'" :c '" Q,l ....ft ~
t ~ ~. r , i, ._. ~rn~ ~ ~ "'t;J = ~ .&l n
:l':;;:.~_<_ :g,}~di!. ~ Uv
:::::~~t'r.:Z ~ =' = ~ (.l...g
1::....>o~ Z
r. ;... ~ ~ "2, - S' 'E.. 0
~ 1a~ " < 't3;l -. n
Sa" . 0 1l
:4~ !l ," ~i!-@ ~ -
~ c~~ti"'"18" ~
,.,,- - >-
",- ~ q::: '"g 0 ;:I.
~'i I~ ~@ -~ =~nN 0
-~ ~~:qia ~
~'" ~~
k~ ~ == ~ 8' "St ~
~ l: m~ " m~ ......... - '< '<
,. ~ ~~ no 5 ~ ~ .g S- ~..... 2
~~ ~~ .... '"r1 (11 n. .... ::!:
~~ ~ eo -. " - '" n c;n"-
cO .
;> ~ 8~~ I~ i ~ ~a~'~_!l ;J
~ o.g_.,,:;o~
~~ S~~ r" :::l ""+l Q. =*t. ~ ~
~ -. ... l= ~ .. c:C
l:01 en' e:J:. 0 _ ~ I ,
~~-< ~D"~ gd~ " 8 :2:
Z (7q;::l-1
(').2 co .... en "0 c.
~ " '''!I-' <:::
~ g ~ " ~. ~ ~ ~ N
{II l:lo~ ts.... ~
~ -..... QQ CJ'J N
~ ii~ 8'....'O~;...~
1-1 0 '8' 0 ::;::
~ ~. <" n~_~~J0M3 ~
~ < 2
laQQ ~ 8 ~~ o . "~... ~
S -_.
~~i 0 ~ ~ "" l:l> ~ ;:;"':3 .
:-2: Ci'OR'oNO" ,~
~o ;- Sl l;! :":-" ~ ,-
.~ < "' ~ i
o. II r
" L.__._
'" . '.
'"
'"
_. ~. '< Ij 51 ~ el ~ ;;1
::;' lO ..; '" S' :otI 0 <: ~ ~ .. a ~ ~f ~
irt~ ~!l~lil ~~~trl_.
~ ~. ~ N - ~ 0 e ~ -< -< ~ ~ 0 '" ~ \J
~ ] ~ ~ ~ ~ ~ g ~ ~. ~. ~ g ~ g ~. ~ g
8~0."Cl ~IO 0 g -0.<1>0-<,,0
. .~~ ~~~ -~~~8 ~~~~n ~ ~r
- - "''" -00 o "....C!<>. 0
-6 1ii ~ [j; iil ~ ~ '" e- is ~ '::. ~ " g.!;! g_ ~ ~ iii l'i ~ S' ~
~i~gs~~~lc !=IS~~~ ~~S'~IB~ ....,
el"'iS::'8~.g.aa.i\l ~,,~;g~o ;a""el_g.--e.. c!;
~ g. = o' :0. 0 ::<' ~ ..., -< !Z S- ~ ~ n '" e: '" ~ c: ~. _. '<:
!::"o"~~o<':~g =a' o~~~ 'Zi5-r'0E:5'
~~~~3~~~~W ~ ~~~B~~~ ~~~~~~
"'0'=" ~. 0= 8 "'g" 0.'<
~--<'<:&'<'<:Q- r' ~~=~~" ~~>.~~
~fI8~t~~.~~ r' ~~~~l~~ ~ ~~~~i8
;j~'~~."'''=~g a"~&~9", ~oOo~]
~~ ~ C!<>=i"~ ~ -a~~ ~>~"
. -. - 0 (I> 0 :g Ct.> g, ~_ IS' (I> ~ -< _'. "'''
;:! g=C.:=:Cia", .''''=]@". aOO"'elO
~ coo.. '" =g~"q =~lO C
- ~:::> _. :Ii 0. -< 5 <: ",' I:r' CI<> >' 8' i3 . ~ "
~ 11 if ~ s' a a. El ~ ~ Q so ~. S' ~!f:z: ~ ~ _. [--e.. 'l'
" ~ 0 ~ C!<>. ~ _. " "'" oj'''' 0.. -<
~ ~J~ll~E n 1~~g~! g~~i~1
'" - ~O"'g,,, > "ga",!!: "O'"="CI
~ 3--~gc." ~ ~=..~~'" ~08-~.
I !I!"III ~ ~.~Iar 11'li~
~~ - "'_. :=: ~~~~
" ;r'~o El'<(l Z o.'<!g.~-<"rl ~3:I:"-<
= !1 ~ il so g c. ""' .. ~ 3 9. ~ Q.. e- " ~ ;'. g
o -~::> I:r'-~ =.. oo.c = ~"'''_
5 d3C" !!t~o =~~'lf(l '"::'<:!~[I:n
.' c. C. ~ 0 i3 _ '" '<:
~ Q ~"'~ ";<~:\i[ ~~n~ ~
".g Q:g,g. "'a.Q~~g. 'O!:!'[108..a
~ a ~~~ ~"'3''''~~ -g,i3i1\'"!!I~'
'" O[ -~3'g- ~~ lO~;l
~ -< ~I' ~ "'~~ "'~~a.-' f'~'
"", '<! 0.' In::>".. '"
~ c. 1;,' ~ ==0":::'10:1" (I> 80:1:1 1>001:/1:1:/11
".5l " :;l @ Q .., " 0 " 1:8&9&81: IE9
~ " ^9~3N3 3NOOld
80110 39\1d
. . ,'" If: j!l. Ii f'O t::l ~'.., a llil I . .. i ~ 0 ttl '
'" 1\" ~- ....' 1;'), n R ' n
. ,. ..'" B: 8:. a ..4i... ,'. Iii ..' , ' . " 0 '
'. ~'i,!:!>..,,",~ '.l;t':'.";' ,;., ~l ":"l-Jil'~'i~ 'I" 'Ii!
l;t~!ll(I;t.~l:!"""< .' ~.. ," ,.~ . E-
. ,Q";'0:2 ~ ""'1 ..t~,5~~'';~' ~.li '" ;;'().. i= 'i .~ . ... '
..' ~ '~I;;lO"O .o~-""Cj- ~;b~ c:>>.' 'Cot!
~:. :sa . (J" ~ t:l" ';,. '.'.., : ~, . ~ ~~. a:. .' :. :. ii!:, 0
,,' .,' It. :t ~~ O'S' , ':. ':.~' a'm ~~ 'J f t"~~I'i'I~~ Vg ~ ". ;:, .-: I!l
" '.. :vf~a,8.el ~'i,l .,.~ ,..g:'~'9'''' '1"" '. _. .!f'" ' . .,'f,f'o1 ,...[
, .. .,. '. 0, !! ~..;...I " .' ~ 'Ii .' i ;~ ~ "t . ;~~ '.~',~'-
. . ,"'.' j:!!' ir ...", It" 0'5 . ,. ^. " ..
, " , .. . '. 0, !f!'[' <,- -' . . ...... ;.... .- ",
.. " '- . .. t '. . ~t';'. "'. < .' . ,-
EI . . " ... \ . ...-,
" . ' ,,' Q,. r., ," "."' ' 0." , ' . 0'\"1'
. ,.; i;~\$ i< . ....- .,-".[l,& s.. a .!l~!.' CI!f..,..~. t ''',''. .."
. .... F ~ '. 'p; , , ,,,.., ~ ~ ,~ .,. '" . j5;'. :11' g B' "...." .-
. ,: . ~ !l!'.~,....~" ..8=-.......... . '-= ' ",,' ~... '. ~ .;;'~." :~a
. I "..t..7 . Ct" 1"~ :~ ; ,Qq. "',' '~" .~. , : " ... ,-:' ~ :-;, "',
.!.' ., '.,', tt.. tl. .n;...a........ -'" .~,.;, I,> ".' " ~ . '!'" . ~ ,V'" .. ~.~
~" J; '!~""i:' :[:,ol'l!.:a::r i,~.:i ,,' '~I:.fi;, ~;. :+J'I:,ll~~ ;~I: ~:~" ':: '~';;I.tr~
'.(; ,. '{~i"II' .~; '~'!."~ ' 1~.~""'" .;.' 'If;i~~ ;~.,~' .;;,...,,;;.:,). 'r"t.1S'
. "'. . '"0'. . 0" . '", .'P;;+ -,.' . 'I' . ii', . " - , 'f~' '" "' < '"
, ~ ,,:it, ~.CA 100; ~ ~ ~.:'~ ", ,. ..' ,".:7 fa"' ..... ,'.' I':","'G
: ',.,..:., ,*,.,(, lilc1- ~ ~ ',f.' ",~, >J:'l'" ,: I; i fi,@l:r";.:Ill"I''': ....~ :,;'t.
.' . " :;,"pr i""a"~ ~j...~, ~-:s"I--.r ~, ' ~ .,", : ~._." ~~ .":' -.~:~
. .... ,.' :;If, .. . . 'tiC OJ .' .'.',-:... '~lit t:ll .liIf . I Si'. = ;....,.. j .
. .,.-, (.'. .;Ogf;( ,." ,~,.. .. e'~' 'f ",,,.-:,,, .
...' '.. ~'~'...., ~'t '...... ",' '_ _ Q' , 01 .~ ~ ~,\",., ~
, " ". ":- 'c, '.. ~. ,. ,'~',.. .,' '..... ,[, Sj. " t 16'~' ,. 1'~ . ,j' '''.t{r '
. ,. ~l . ~,. ..' .. 0" " '" ~. .' I. :t<;.,..
. . .. I!l:' ~. 8; ~ ". ,. ,
'" w ' . ~ ' tJ. .. ",' , , " "
H"'~ ~ ~"" '" ' . .' ; 't' . ,', 'ji",' ,
, .. , tt< ,'l2. .., .' . , " i...-. . . J~ 1-
.~,-.- ','(;l ~e'i- a1i 1[. .'.; , 'i l . .,,~ ~ [~.. i ';i- '..~.1' :;'.J;' :::;r
: . ' .~. .If (I.,.,. .1 0' /' ' " .... I', .. ~ " ,~ " ,\..rw . \
, ~ . '" '~' ,~ ~ ...... . . ' :41:' i' ' ," ,
"'.,' .'~fS:'" .},)i"oI\'...,"-. . t'J' "".l!f"1 ,. <. "'I""'~ "''';'''1
: r .....~';; ~.: . .'~:' . E:K "~~~"~"~''':' ".. i't' ..~.~.' ~. ;. '~.. ~ :,"~ 'N .~! '
. . ',,' "f [ ...., -, " . -"," ID'" .",,-. ,," '
, ,'.'. ., ,._ '" . ' ,..,. . ~ " ..'J. ~, . ..
;:", '. ,. . P, ", . ~- -, , ' ~'. . .......,.,.., ,
.. . . " . i'.' , . .. . ~ ..'... '
",'''?;/ '\;I" Ill. . :.' ,""J':', . -..", .' . .. .:
y~ \;;~ r':' ::,Ii!it::.. ':'tI" S", pt.' ,,~: .~~~ ~.~ ;, . ,~ , : . '
: . ",'",-:,!~'<.. ~' '''''... ,,10 i . . .'-'l. ,,'<il '
. .. ',<'~':"i ~~.t" ,,~~. "~WMMrr~Ul*'il:i'll.t\it!_'m1li[I~ 't..:,,' .~ i:.<." ,~~,,;>,--",_._..- !l
'. .
'. >:. :.. :t::::'., i':\ '.' > <':. ,~.;?.:~:', >'r~'~.'g,; . . .
'" '" '" '" '" """".0 '(no ............ "'.,.;......"',.....~ "'.................. '" ....",'", ~~.. ~""""'" <CO "';;; S"s" .:....."'~. '. ,'.
f..AWI.OOOOOOOOiOCO,OOO\,V1~.p..,...:.....,... ""', '.pr.~~"'--'-'~ ,', 0'0 '0 :,'.
00- 0,'" "" '" _,..,..........,,.., ....,"':"':_..~"O 8:8.8",.", '" u..........-.... " E!..i..~.'" '" . t. .~;: .' .,....
, .......j '.J.~r~, S. t~,~.~ ~ P.'.?r2!n r::r,i'.tl'~., ......~. .
;:; ~ t:j ~;N ;:;:'~.'~ :N.:'ti':~,':;:)' ~ t::;':";.f;:r~:)".t$:';:;.~~~ ~'N ;:;'~ N ~..~~~..~'<~ ;:;.~'~:~. .-~ t:) ~'~\~:~~""." ~\r"
'" ."'.....DD....,.......""'..."'................~~"'._..............___....800.O.0.0 og.o..o.o .'. .:.,.
o . .......~.~.... ~.~~~.'l.Ni.1.Io) to.) ~ ~:...a~-Q'caQ 0 ~:1IIl;A ~ 0. ~ ~ -,'-'tj ~ ~,fJ,),,"'.J:l.. ~ ti:i~'&rCO '.':.. 1:.:--
w . . {it iT . .:;f"'~O" "". !; ;;".Ojr'( ,
"i r <:: <.[ f. r r ~:~ II> ~ l r ~ n ~ ~ ~ ~ ~ ~,~ ~ ~ ~ ~.= = ~ ~ ~ ~ ~ ~ ::; ~ -i'~.~ ~ ,. .
I! ~~ l ~ ~i;m~ ~ iltn!~!f ti ~ ~Wii:j1UitfUi.(. .
lil.l.ffll...!, . s so-I- J~J ~I~. fl,:dl:;p.ii.i{iiiJ",,,:~;:; ". :,,':',:
~ 'o-l~i- '.' :::;~~{ 'Cil', ..\ '" ItJJlI:D~ I:D! .I:D! .l!!! ,.! ..f .'
I~ '!l I~ ~ ~ .;. \' . ;s t:> i . I'~.;;', '" I' . It :.. ' / p: '." - :.
. ~ l' .:;;: ~ -'....., l!:ll' ,..., i'li:!: --;, "':'., ". ',' ..
~ i"";""; .. , .~ \:1. ../:'.' li" - .., . "',' ". \ " .
.... . " ll, CO .. .. .' .. ".. -
8.... '. if'''' o' .. '" .".: ..... .:" ..... ". ". 0.: !.
g: Cl" ....." .. ~ 1'<'. ..... ,".,
!l. ,;:, ::~, .:' ~ ~ g' ". '.':= . ",\ . "'..'; .... .'. . .
i" '" I f ~." """ ....
. "".f~~1;'~F' S'. ... ,. ,';' r. ;,.;.f.t;i},
89/89 3eVd ^~3N3 3NCOld ~86S68~lE9 89:~1 P99~/~~/11
.. .. '.
lj
i .
,
.... ;
;
;
..
, ..
II III i
!
!i ... ;
..
i
\11"
IJ U~ ..
IIi \11
ui
(1- ~ l&{( &-. .~~.
~ II ~j !I @ II ! !III
...
. ~
UI' Q . . i .
~ I
~
.. ." . '."
._...~_._-_. .----- ~...' . ....".. . . ,~~~~... . .". ". :t";~'ll;.""
,.--... ...-.-- -_....:--. --+..._--" ,"" " ': ...... ....... ," '
..
!!. f t:rl l!. 0' ~ If ~ ~ f. i ~'i~li~~~1if irl~i
~ 1" ~ [[e-f4i.:; ;;.~
..:gel..;;oe,;,~ ~.. i hi a. ~ If i ~.ll<;, f l h
g""BSg'''''DlO t'I'.l e't'IJ
~~ ~~El'~g i~.!j t! ... go . [ . 'g '18. ~ gJ i
!. ~ g :g ~ ~ .W !il ~ ~ i ~ ~~~Itiftfti i~!t~r
~ e-o [Ire-If f' n. ~~ ~ i Il..W'
~ [ i ~ p: ;... [ ~ ~ It ~ l g ~. ~ ~ .R" ~:- "l ,~ m: ~ !~
'g. 0 :E "' > ~. ~ > ~ ~:E 1 ~.W-iHU h. Ii I ~..~
~~~i~e.gt aa~~
o -;...] Sl B g- ~ $1. "2. S S. ""
!:l - Q" .. ... If ii !!j' "" F~. s ~~ FrSi' ." ~~
g ~ .. 'l! lr.a :E;;. 8. t It ~
O'~' "01::]< . ~ : ~ ~ r ~.r ~- l ~ ~ .j ~g' _.
a.'< !i" ""If e:- g ... ~ er
~ i=:lC>.~iiE'i-!'<~' Ilftll~li'~ ! ;~[i
Iflt.,l,< [. "tt1 ~ tit !.t I ~ 0 j:E ~ J . ~ B! i Ii)
ta,g g e-~:E';.; [
! 1- ~. 8 i ~ ~ ! ! [ I If I~ (,'l;ll. · Itt)
8 0 ~ i t f: g If'l If I- ~. "" jh~.h~lll -i f
g~li'","l'f. !"' :8"~
e- sO..1;: "Cl '< "2 J 1.1.8 PI I s. Iii .. ~ ,
:~1:E~~~ 'g,~rrr~ .. . st- ~ Ilol
1 ~ ~ l ~ ,'1 ~. t i ~ =- ~ J. i
~ f [ ~ ! ~ ~ i ! I' ~. s , .- I.
n.~~S'''''r~-i' '8 i~ ,
~'~tHH~ . ~f "IttUiil:tl il.i~ I..
r
,.
"8."'~"" a[ ~. I '
g~C>.g..p., =:.. ~..=-~:f fia, . ~ a..
80110 3Ellld ^~3\13 3No:Jld l86968l1E9 80:l1 P00l1ll111
.
'" '.'
".-. ---'. ...,... ". "
_. -- ~ ~
-- ~ ~.. ",
.. .)< re. er ~::P. 5' . ~ ...... 9 i
:g e; ~ ~~' ~ I. .8 e. '11 ~ ~ .. ,
· ~ . 0.., ~_ . _ ,
~ -. '~~ "a.._ "... ",
1~....f~"~~~~~I...'.5_.~ . '1
I ~. ..... .'.. ""'~. .
" ~. R ~ 8. . ~'p. . "". "
1[~1'~'~81~_~'~[~~~'1~ . "
-". d.. p .- - ~ ~ i . . "'. ~ ,
i -~ P;>~~r~a ~'~" ~~I! :~ !
~~ihUhJi{~~~n~n~ .~!a.f!J ~IUU i
~~~hifU;hhhH ihn!~t.i~h~i~Uif. I
hh '" . · ~"~Ui' "~H i! P ....hl"-Ifj ['11 i
· ~ ~ .~ a~'" sa i"~~ i',
I ~HliH r !~.;; ~'rlnl },!lJ~:['1 i
~ ~!,~." R'~~a'Sh~...~ 1. .s'"
" ~. '" ~ · a... & · S .... l J ...<<,.
· . J ~". r. h if. . hi. h ~ .. ~ ~ '" ~ !
. ! · h. r ~ - h Ii"~ Ii h. ~ , ~ ~ w .
l;~1 ll> ~ eo i ! ~ ~ - ~ ~ ~ ! ~ . e . n & r . , """''';'
' ~.05 .~~ ~ "'/'.!,~~ ....."
~~. - · .. .". n . ~
.... ::I. 0 So 0 ~ 1= '< + _...
~~.~n~. ___
. . '" " . . .---.-.-..- -..-
"" .
."----. '-. ,
.... ,........- ,....,
-" - -
"" -- . -..~ e._ , .
~ ag €~- < 0
; ~nl [i ~n~U~la ;; I" i
~ ~. '8'2f~~'~ ",
ih [,~[wS;;'.'5 ~. "" i
I:: 1 .. ~ ~ S ll> ~. 1;i @J ~ ~ I. ( ~. ~. ' ~:
~~ -, ~ '. i. . ,
~u[!Hhihhi'~+ - -'il i
a 15 ~[. H.,. .,,~'. ~ .,
~ ag.gU~~H.i~ ~ ~ '(!fa ~Ji :
' a. ,. .. ".. ~~ '" .~a... Ii .. .
1 t~i.~~til_ ~ '"'i'~" ~ "j< a.12!:~1t ~i'8"I'~.t-;::~'9CJ'~ i.
· o:g ':g i, - '" *~ I""'~ I;r..:if ~""""'n -Ii .
.. ~...,,- " - Il' ~ aftR ",,' i~J'~@'I-~i: !I
~. ~["n~ '..~. ~ 08.- '~. z~.. ow
' ~ 'iii. i ~l;l f9 i'.P ~I.r~~d~ i;'l J ~ :
· ~~ · iI' lit,,,. 'il_..,. .... .aN I
~ 8:- ~~H' :e. ~ Ii' ~a~~:e' hB. fih l
.. ~.. :;~ 0, ~L~~l ... ~~..".-l!Ii. ,
~ ~ ; : g :" it .. 8', H :"Ii 8. H 1. ~ at- ~ H,. I:..
. i':' 51. '< e- i !'1. [i' ! r::r 0 ~. i i i ~ i- 9-:;' . l' 8'~. .
o "". .... .. ~.' _.
~!5 ~ ~ '~~ i' g 1 .. Ll g. ~ r;. i ::: !f 1l ;;t. Pgei/ll/11
a · ~. '~., ~ . i .. . "."
' e ~ ~ .' .. i ;:. i ~ 0 ""..""
. -= l;l ~ IN
.. }. !. . i . (> ^~~N3 :NIJld
8e/ge 3:l\Id
~. ~ 3 r;.~'
0. ~ ~ ('b ~-
5' a il ti g .
~ "0 "':' :;I !;
. ""1 ~ ,..,.
ji;' :: 2 en- n a:
1S~Q.,{j"
iri~a I
!i!';l :;I' I
~ .. 9 g 0<1
~ .,"
"" J::' --~ I ::l
~ .... c.. CI.l ltO I
Bg g.g"~ , ... I
~ =:I "C:l rA
~ ae.~ ~ ,~ .
'""I:E . t;;:I: 0 .~,' . 11 I I'
0= ~ ~.... S
:r. :n i:l ~
" -0<1
olli 0<I.g"
= ~ ~. ~
~ ~ ~ ~
c:: CI:I ell ~ '1
" 0= -
g-o ~i ~
. a s-~ 0
0'" < ~ ('0 =
::! -. - ~
. Q. "'C (lI
(") G 1"01 :;s
~~ I;~ar~~~~~ ~1~1~1~~lrr~lr'.ir~i
i'l g !2. 0. [ 9, ...;S. ~"~. f' 0- OQ' ~ ff ~ ~ ~ . ,g. ~ ~ s, :;I' g' [ ~.
~~ ~~ Qg~~~R ~ ~~~_ W~~.,g~o.~~:;I ~ ~
~f ~itli:i~!~~P!I~frltJilo.l~~f~'fi
.., - II) - Oq .. ('D:'" i ~ no..... "'C -. 8 ~ <:.. =..... tJ 0
t. ~~I~lr~~r~~ it~lgl~~'i~=~;.!~ rr~
:1 1~~"I~~!t~1 ~ii~[s~~[!~~!J&~&~j
"" C" ~ g" , ~ '" rl '". = 'tl ~ l1! -." - Q = fJ rl 0:
~ !a ~ a g.s ~ ~ Gl =,sfg' ;g f,e ~(JQ <l ii~ ~~ ~ o.~~~ Q c.g.!:i:
~~ _. 0= ~,,~o= ~"~... !~__=~ Q:;I
~i ~gi~il~~~8r ~rsr,,~'aa~~~g~~~~~:
.........--- '---
:: - 0.1 :e' ~ :3 ~ 'El c:: $' $' s- 'E, g sr- ~ ~
I ~c,a~"O~S~"'tli"" ~
< _. 'Q e "tJ ... ,.." f:" .... "
~ " := <:r =' _. g; 8" If a ., e "d' ET
., ~cr" 11" o=~=_ _
- C'Il " 0 "" 0. 0 e 0. - '<' rI.l " .__ _........,
;i -2 ~ 8 S 1 ~ 0' ~ ~ ET ~ r 'E.~. $' -i ~ / -",
:::. ;l=' .000 "~<~,,~ ~ ,
:::l:--l ge:oe'Q~~<e" "a~~ , \
<:r _. = 0 1:1 if ~ " 1:1 0 >< ..... '
-~ =-0.0=1:1 I:1g-"'_=?? _. I '
fil::;-: Q"g.v..,...,... R-O-, (')ctgOQiC/J eM ,
Q~ "~r~" ,~.g~~~~~[8 . ~~. !
< So n '< ... " " sr- " 5" C" 'tl ~, (11 " ~ " ~ '
!1" ~ ~ !;l f 5. " g, -< el 'Sl' ~ g, s g sr- ~. G u ;
"l? " - ~~",9~(11~""" ~"" "
s 0 ~ l? ~ i '< ~. a i. B ~ e: ~ ~ i':g ~ /
~ i;l ciCi' 0 1S g, O! 8 :E 1i1 ~ 0. dil ~'" S' '"' ~ .'
r I I D'J. I='= ; ~...,,/
=" - - ............_--~
!l 0 0 ('>
.~sr-"~'g, :Ea~rl"""~Qf~'tl~~~r<
H If ~ ~ l ~ ~ .f ~ ~ f ! ~ ~ ~ If &: ~ ~. ~ ~ ~ .[ 8
! ~[~"'Qg,~ ~ If ~51Isl:1:~~~l
L ETg~~.~. i[:Ef~~ .sr-"tll~tcr
~ n - ~ ~ ;a ~ ~ J>> e?. i""t ~ - (1l ~ c:::>>.. n ~ E.
.. 8 ft ~ ~ ~ 'e. ~ g 1[ i ~ !ol 1:1 S' !l ~ ~ ... ~ e;
- (ll 0 S' CI'.I -n~t:3
... ~n !gg.~"1i1n ~:;IQ.~'&o'-;'~'''S$ai~
~ <> << ~ ~ 0 ~ ~ If g- '" ~ :;I ~ -. < 0 0 :E
i!l~ ' " . '< ET ...., '"Q 0:;1 e: =- ~. If .. l::Il
I ~"g ~ i::' S <i "11 lil' (;:> < ~ .. ~;:j :;I' f.l! >.., & e:
r g' _. :E :;I ... - B g g '" g- ~ rl '-" :;;:: ::l g 0
: ~ . ~ ~. ~ ~ i~' 0.. ~ ~ 8'" g ~ ~ ~ Q.. e. g.
1 - ~ ! N'~u'.~ ':;,r~l~~.B"""~~"
~ ~ ~ Cl !i !i' I' ~" '''''' ,,_.... I!::I. ~ ii sr-" ~. f!l.
I i:""E 0.( en . ! ~,~ =:1 _ .!!. ,..,. e. C't n = ~
/.,,:' ~~~ f~S:E ~~, ~~~.~'grs:~zl~<~~g,~'
~ ... S' ET ., o' 0 go' g r ~ 5' 0 cr ,,=::l, Ii" !"
!~~p p~ n~. I ~a~~~e~a~M
^9~3N3 3ND~Id l86568lIE9 80:l1 p00l/ll/I1
80/50 39\1d
'" g'-<;;;
~ D3 0 n
~ :J, t:::: ~. &..
3 - t" -
('; l:j ... JlI~ ~ .
~ C/'Q ~ t:I >-
;:.: ~ '< O'Q ~ '0
_.,... a ~. If'Q
'" to C1l .... 0 -
~ -d ~..... l-l"
. ....:3 0;' ~ ~ I L ... "-
"'g-""'" ~ ~ \
=''''~oa Ii!i' ~ ~ l "
:,) o. ... 0 ~ loll =Ii!
__. C1l~ N ng
q ~ g &" ~5 ~ I
~ =: e 0" ~~~ I
_ ~ "..., .....c' 7'
_ _ cr. "" 'PMr-
-~ ~- ~
, (l> :T 0 ..
,......:::tI ('D "" >-
_ 0 ;>> C "lJ
"c:: "C ~
~ = "E.. g
t:) Q. _....,
:: (j ~ ~
,,~ il S ';1 e 5' 80. !t ~ .g ::r> It .,.. ~ < S I'" S' H~ " g
_ _. . _.:; is. - _.:::r '0 d f!l !il '< ~ !!l "''' g. "
y Jg Sl:;O ~ 13 C1l '0 :=: ~ =" = .,' CIl ~ ~ _. c:: e. ~ =" 0 1IIiitI_
_~ _~~"'~-~ ~goa~ ~~~ ~~3
~i o!s~!~=rgC1l~~ _.H ~d~~i
~ ~= ~. ~<=nn~ a-- ~ ~~
g '8 (;;' g. it ~ g ~:=: g e !!.:~. ~ e j; i ' ~ eo. g,.Q ~ ~ f!l. '" )- :E "
~ ~ ~ ~ 8 ~ ~ 8" [ ~. g.~' ~:: ;. ~ s~ Ci a ~ !if 1r ~. ;' g' &. i ~ ~ ~
~~ o,,~go.~C1l=r-dif gC1l~'" gall~~gCll o'<~~
;~ ~~~~[~~l[~~~ ~.gi.~R-$~g[~'i~ I ~~:g,~W
!! ~~fi~5'lf'O'~l]~~t ~!',"~;;'8a]~!~~ '-3 ~~[~i
~ _ c -. c. 0 ~ _. -. '"" '" r. '" <T " ril. '" "i;t' C1l <:
_" ;;;: '" tl C1l ;:T OH .... d. ::>' ::to .. Oot;'< _ ; '" :;0 ~ '~~ ~ '" l"
~ ..... O'Q n B :::s;::r (') 0 to (JQ 0 "" ==::
.Ci =",_I"o~"_,,go I ~~_. l", 0 _~'O~
~o ~~nt:lG~ ~R _ _g~ ~~~_ 8n~n
< _ '" g rl _. g z 8. g 0 e>- _. !;' ~ . _. l't" ~ l:t '0 ....... 1:1" Z g ~ ,..
s ~ g 0" E. :E ~ CI! ~ ~. :' 0 ~ ~." a ~ ~ ~ ~ g ~ ~ fA ('ll ~ fA) ..... S
_ _. 0.:3" _. cii: go " Jil 0 :;r ~...' rl 8. 1;;" '.:: ~ ~ ... ... .... .. Q. P. ~ ~
("I) == I. (') l::::::.. ('}.r. :::s n t:::i oo~ ~ B ('} .." ",' _ GIi ('1) t:i 't:1 ~ < ..... C;r'
H__IIT 1fD:~n
,.... .." ...' ""R...R~." 'R___."_'_" . ..,_....,__.-.......~._. ". 'R'.. .",. . ,"',.."'....' .._______....h
::; "";;-tT'l~ 'tl-dtIlo~"'O'" B'
< ~",- 1;;<:- to''''
G ~~g ~~[~ ~g _.
..., ",@~-l'- O~:E~ i:!'"
:;:~[~.'" ~03~;JI' s;~a.]-;::z~ ~
... ~ ::i" a. ~ 5' '-" '>il 'lil ll: " a _. '-' I:l ~ t:
." -..l Ii.! g " 0 ~.... ~ 'd g ti.:l m 0
_.' :0<" "'" ~:Ii::>, ,,0 1il :l _. ~ .... .. <
'tJ ~ CD 0 VI JIl n I-" s>> ~ 1-0' ~ - n ~ G
(i) - ~ d:. Q 1-0' =' ~ < 1-'. < .... ::::. g
- -';:T :l C1l '" ~""" .. .. ~
'"0 ~ CD I-f"1 1;:1 < 0;;., ~ CI.t <' ..... ~ ~
~rl ~~~C1l ~~qC1la~ H
gf sog~ _~~.l~O 8~c~l't"<T@t-'" ~~~< ~~ ~a~
_~ ~~o.o ~~~~~o~ ~:lieo.o:;O'<.Qog ~(l>C1l..'" ~
~.~ aoa~ R~g~~",~ ~C1l~g~taa= t'tl>a R! a~r
~~ ~~~~ ~. ~-a~ p=~",~ @Q.o. ~o'O~ 0- ~~~
~ a; 1i ~ '-g J' ill' ~ If .~ S Q; 0;' ~: ~ Q So.:8~ g- S I:Il E: :. ~ i' rn t ~ rn g- ~ !?
og~~~~~So.5i~~g~.f,,~ig~~
-.<~i~n~ ~~i~n~~~n.~~d
;;;- '" C1l ~ C1l ..., ~ ..' ~ ~' ~ '" '. a
=.r8.~~a~~iQz[~"'~&~~~g3
_ ~a~~5's~tl;g~ijl~t~~5Io
~~o!~t~a~r[~~~I~;~~~r
Q $' E c: ~ e 2. ~. ~ n ~ ~ "0 c;r n ~ ai ... S' 0 :E
~ ~p~'dRagC1l"~~~r~f~a'~"'i
.. ~. !::l ~ ~ n :'" ~ 0 8 go P: 0. g ~ ~ ~ s g ddr ~
_ ~~~~~Ci~ ~"g~~g ,,~:o<"_~~
~. a~gg!8is~a. 8" " .~~~~~~
~ ~ ~. ~ g, ~ ~ ;;t. !::: 8 ~ So. ~ r ~ e: g <': ~ ~ "
... i fI) tI:i..... 0::1 ~ r1' ~ (") 0 ('\) 'l::: ~ ~ :::s Q.
~ ~ g ~. s. i g : .~ ~.g g g g' "" ag ~ fl. ~ ;i ~
!~ fj " 0::' .... g. 0 1Jl 0:: l" i.i "Ei g 11" t3 ~ Iii a. r
. Q..... 0 t>> en =- ~ ('Cj () is.. (') ~ r10 tn ,.... ~
5 ~. $' If So. a" ~ Ii E!: er 0'"' R' Ci ~ So. ~ ~ 5 ~:g
_. 0 (') = n ~ .. ~ --
~ '" ~ 0-: e " _. e ~ " ...... ~ g ~ If ,,-'
~ ~a- g~~~ -~-~ ~ ~~
0; .n' ~ i If a. e ~ t @ ~. ~ g ~ '" !" R
B0/p0 39~d ^9~3N3 3ND~Id lB696BllE9 B0:l1 p00l/ll/11
I
.
~ ~ Ii " .. -. <:
.- ~~~ ~~[~~Ii ~o"
i?S~~~ g ~~ goo _.~o
" _ .. ~ _. e:.. ~ - '0' ~ ~ ~ t:::: ~ e- g,
~ ~ 8. g. a. ! Ii if if .:0 - /!1 ~ ~ S' ~ .
S' ,< ::t'.8 .. o' 2 :z ~ ~::P. J ~ ~. e. ~ u:J!'r Cjl g ~
<tCl_"o:~~~g,~.a'O ",el",ll.ap.ff..
E?'?S~So' 011 ~ !'11- (:)"1:
" - 0 " ~ " .. .. ~... r: III ~. ~ g. I/O " :::t>
Ii N .. ~ '" Ii g ~ ~ _ oa 0 " ' 'e S' '0
(tI ~ \0 :::J t'J) S!. _ rl.... 1o?'i-, l-d a ~ "'S.
=' 0- . 8 8 S' Et. ~.., if g- -..l e-.g' ~ " 5" (;
a'J tb ~ ~ &. <tCl':' :3l~' ~ ~. 0 J> 'e' ~ ;. [
~>.. '~;:!l~E l' - ~ ~ c:::l~~o6"~" ~
..~o~o"< ~g s~~ 0_"8
~ '0- 'R <tCl ~ ~ ~ ~ ill" (:) [ J&'l (I) 0 ~ 01' u:
o __ c _ Q (;) l:t '""" V) '"
-c;1 1$ -. ~ '0 _. .,.. ~ - - o. i:r 0 0 0 ~
. ,,00 ~~ 0 -0= ~_~
'--" OQ ~ 0.. (n" =' ~ ~ I ~ -. <.. IQ.. p;!4
. t'"""l" ('ll S' .
!3!~lm~~CCI~lg~ ~ Sot1f ~
!.~;.~~.~~ ii~ og <">=- n --.:
i ~ I n ~ n ~ n ~ ~ ~ ~ S' f!l. 8 ~. ~ 8. ~ ~ i ~ g ~ ; ~. ~ l ~ '8
'al:l :I a a 3 a 3 a ~ al E!: (JQ ~ e, i:r " " r'l 0 if a: s =- ~ - Q. t:r
'.. _~Q ('\l a....e-",l>> 8 ..... =:r-~s::::
!~I~nn~~~~ ~ ~~~ F gl!l 0'8 e.8sf.~i;6'; e:S S-o s.e,
, ' s: i ~ Ci ~.~ &1 0" 9'1 . Q f4 ~ ~ 0 S' 0 8 OQ a;
iii ~ ~B go"i:~ ~a~i~~<tClr~~S-
'I! >-i tI; ~~ p-'1:"t(1) ag 0' '~C'I}ot:!.= g~"
: I, I . ~ ... - '" ~. ~ ~ ~. 'I:l 1;: ~ ..., i!! ~ ~ ~ ~ ~ S, '0 g 8
. ['I I w g..... ~ ~ cr'.. a 0 g" - " l:I '" '" If ~ - OQ
!..:...."'...'....,..b!~""i:- E- "",,'-<Cll =.. 85=' c'Er' 0""t1'
: ; i I i Q &l a [ s, &l ~. ~ ~ " e. ~ 0 i ~ g ~ g-
. : i: ~ g. 0 . ~. B. .;a g Ef ~ s ~ ~ r-t g a
.;1 J i5 :=.-s,,,-g[i3i:::P.E?~-..l'Otle:~,,o
,I o;;;s=r . Cl~ ~
!",.,.-,-.-C~co ~ =-'O"i:r!ll~a 'li=" '!:t&oaS&.
'!~O~lbl".~ne~~ ei'8.E:dQ'j;." ~~ en!" a..~""" 5 :::;s=
; I I~' OQ .. 0 =- '11 ,: i. ~ 0 o. " a !f 0 ~
S~~~:~~ ~ ~~o I~~
l_Ll LL & ; 5' 8' 0 _ a; . 0 ~ [ ::tl a " e: :;,
". ""p.a?"~oa~ & g-a;oCJg,jg8
~. ,
.. -.. ._...--..~- "'.-.,." -.. -... '..,-
...-,.....
-----.,... ....-.. ......
5" ~ n 1:1. en t-'l r:n ~ 0 .. '" ~ g Ii s'
ot=D~t .gB. .g8~
!f~~s, ~g ~Elif ~ ~ 0 = <">
10 Pl l1 '" t:l> eo
.. >-3. ~ "-l:=l~ :=l ~ <"> g.!! ~~l &
o..-;;=-_e:;-"-lo:l n."-lu:J pon~ dilN
S, ~ dQ' ~ ~ ~ l!l.a ~ a 5',f .a ~ 0 ('I) n........
-~ ~ ......
fg. GR","olStol'.<tClN... E?~ ::s~~
(1 I"t . s:: _' - ~. .
"",:-,ot""-~::o:I II"C:::~ " "" Cl. ~ <:
&2;>13 0 ='''"0 ~'" 0 ~S;-[;.O;"
S. -.: ~ l:I 0 e ri!r. S. - ~ ~ ~ g g !
_~o no; 0'
OQD><tCl""'''' &0 If'OQ 0'0"" '" Cl.l
. ":;,~... < =g-~
iO<" g S' ~" ~.. '" " ~ g '"
0: ~ ~
. Cb {/.It:<<! "'::S ~ 0
g-~g>tJ> ..ai ~al~ ~ r: " Ii ill &l
E ~~ S~;:i tI:i e: "t) = '"0 I)Q ;: ~ ;::: O::l~p.ogg.
~ Ii ~~ ~""'g~ air g.=<r~. o E} ~. ~ a
"l!l ~ g i~;m S~;~ o:l" ~~g-g 8g~E}~~
;0' e:; o:l 0 0 tJ" ~ - c= 1'-1.. l;r.l (11
- o:l 00 xg- l>-~' li t:!l &I ~. ......!;'J ~
... ~~~x n ~oe"g "" is: " g ~.
...... CI.IQ.-,<
$.g"a~ ~~ ~im.; ~ggl!lg~
~ U ~Soa''' ;.~ 9or;r.&" ,<~~Q.Ch(')
I>> < o..(fQ ('CI 0 ~ o~g'8;'~
W ~ ~~ ~a"~ ~g g,"~l'.l ~ < =' ::s n ....
~ . CI3;:;r 0 <: n l:I s::l r;r. g 5' ~ g 8..
~ ~ i~ nag. n g. 5' n, r! = t"ll ...... l"-l (') ~
~ jj Si =~[~ ~o; ~f~~ .. "" g -
]-6' ",.~g
. ~ III ~ _. 5' '" If g 0 !l. c:nOOAI;ft
dl~ ........ C.!;:j 0.. l>>
&~r;->" = Q..... [[~~~g-
" "'!:f So 9- f'; n ... S- o'
~. g n 0 ~ 10 0 0 ~ s>>""'~sn(i
'!fa '" e-s,,,,.., =to g ::!. CD _
~.~ 0 ~ ~ ~
1t "'"", OQIll g.!!;=~ ",<,,>e-e.ilif
:Es1fl' (1'< ~.,.. 1l 0 " .. -
$:I) .-. I'-' t:S So g e.. Ef. ~ .. <"> 51 ~" g E1'
~ ~ ~ ~ ~ a Q~' ~ ~ &jg' '5"14
S ~... I4'll . '" -. ~ @ ~
~ . e- ~ So 90 "" -. Ii 0 ~ ",.. ~ " e 0
~&,,=- o~ dilFS~ _. a" <
;'neS!~g
80/E0 3glld ^g~13N3 3Nmld l869b8lTE9 80:lT ~0011ll/n
Charles M. Thomas, Architect H:.B 6:m4
POBox 877 ,
Jamesport, New York 11947
(631 l 727-7993
email: cdthomas63@aol.com
February 4th, 2004
Town of Southold
Building Department
53095 Main Road
Southold, NY 11971
Attention: Damon
Re: Vonelm Residence; Peconic Bav Blvd.. Laurel
Dear Building Department:
This letter is to certify that at the above referenced property, the permit application
made in 1999 is null. There has been no construction performed at this residence.
Thank you for your attention to this matter, and we apologize for the lack of closure and
information regarding this unused building permit application, made in 1999.
Please feel free to call with any questions or concerns.
M
'"
__ - __ _~ .. .._ ___u__
SURVEY OF PROPERTY ~ Ie /l'II \\R IE
51TIJA TE= LAUREL l!; \\II \!l N
TOWN= SOlJTl-fOLD
5UFFOL.K GqVNlY, NY SEP 2 5 "'" 0 W~ E
5URYEYED 01-30-02 \, r
~ - 2 2004 Io~:r~ ,. x S
SGT# 1000-128-6-5 0'"
CBRTIFJBD TO:'''' .
HBNRY VON ELM
GAlL VON ELM
~b
A
",,'t. iD U' 01
~ m - r~
~ ' ,I 2 ~ IOr<<,0
, ~"" :v \JJ or ,,~
V 1><9 \ ri\ to.! \,\0;-\ 00(,'" '(. j(,
~ ,'J: \ \J ~ ",-0(\0 001\ S. \-10(, '\. ~
~~ /v ~ '0<<' Q.~D). ,
,V J-P \ '- v"'-I"\_- 0.)'
.y t2' iD '"
_CJ(j~.p1, ~ ~ ~ o~'\''l.~'~
If r --I -...1(,\: -;J). ~
~ a ~ '
\ 11 noli
I ~et
~ ~
I~ N
I ~ ~ y
/ to.) J5
I / r I .. c
a I g~ ~
~ to c
~ CL '- r - U'r
.." r ,... -
() () ~ 11 '- , "-'-'~ 0 !~' to \J 0
"1 ::l 0 Cl '- " ,,- --,-' , ::l
3 IJJCL -, -, ;>---"") ".CL
\J> ~ -, 3 I ........ .---......., hit: " f\
I ~ \1 \\) ...... ~ 141). ,\tl Z
_"'" (\) '-'I ,-
'-'= (;Cl ::l:2. / '- ~ O""~", ( ,/71 ,_J5:_ U' ~
1"'.'" \..C ...... "'" - :2b' (\)
,':;,~3 ~."vc '''' , ..- '-'= ()
7J ~ ~ ~"'~' / GOrcJge ,. -,
~Ch.C /tj IJIG
~ ~ ~~ / \ ~3
~ -----,~--- ---'7\-:-- . \ ~ \l
/ \ - 0'-'=
. Cl
A ~E i'- ':> -'r (j'\ ~
,,\J'\" ",\0
\ \.-"-",,,..,\1-.':> " -., 7\ I
\ ' 1.\ vEEI' (i)
1,O~-I,v-lH\-; ,",
\ PROPO~ED l
~OfO,(ER
'~ ~ ~__ - ~tJO 'f'1.oo~
~ il....e.1t.
(p'-G,' 'F(to""
~-k eo~i'
~"Je ~
7,"'-D ~olt
<: PROPOSED
~~ .ENC~OSED
~ 9- SCREEN
-'c 'i- PORCH
- \)
c;:.,.'i-
9,0
-' ">
\) ~
'!,-o
'G3
\)0
">
\s:
-;:;.\)
~
NOTES,
. MONUMENT FOUND
~
~"')t'
DEED REFERENGE LJjq12 "p115 ~'-r-'i ()-~
AREA = 36,123 SF OR 0,84 AGRES ~'r'-f 0
GRAPHIC SCALE 1"= 30' O~ ./
,---- y r!
__,_~_ 'r' 0
'"'''-''.'''''.''''''''''-''-''' ",,,,.., .~.., ~~ 0
'''''I'....'''..''l'''",m,.,~,II".,.."'"'''',f'''-., '''''''''." ,~ ~~k
"._, ""'''r....'.t''''''U~..''''')-'j...J'..n''2.,,'.,t''' ...... .. .~~
"''''Y'''-''''''~~~''''.nl'''''"'_. ,_ .c=.. ~ ~
'''''~ ,_o.."'>~ I,."", ''''' ~"I'3""" '" ,,,,., ''''V''~ .. 0 ""v
~~~::=:~~:"~.;:::":':~::::'~~~:" JOHN C. EHLERS LAND SURVEYOR = ~<v 0/
,..""., _,.. ,.."...."""".."",..,, .,,, """.. ~ n.."- ()-
'.."..1'-""""'",,,....,,....,,.., :':'J
':,':::',.:;.;,::,' ';::::',;:;:;:,~::;:, ''''''. 6 EAST MAIN STREET N,Y,S. LIe. NO, 50202 c.; (/)
I .'".. '"n,.''' ....., ,c", ..",." ,..""..,,, RIVERHEAD NY 11901 / ,f"
",~J""".,,,,,,,,,,, ",,,,~ti"""""f""'"','J'NQ'''''';''' , . . ~
,,,I """"'_~ ."" "......"j _"'''''.'' "",," '." """. ,.w<
:::_::,~"~~~~:,:;:.:':;,::'::::::;,:",:",:,:::':,,,:;:;,::,;" 369-8288 Fax 369-8287 REF.\\Hp server\dIPROS\02-232,pro 0 ,-.. " "",_",,, " ..'
-. -~
o~-
NAILING & CONNECTIONS
REQUIRED. OCCUPANCY OR .
.1 . - USE IS UNLAWFUL
i~~D AS NOTED WITHOUT CERTIFICATE
RIDeE VENT DATE ~ l Bu2Dldb7r OF OCCUPANCY
ASPHALT 5HINeLE ROOFING ~
Fe __ V BY:~
RIDeE VENT ~ N I BUILDING DEPARTMENT AT
ASPHALT 5HIN6LE ROOFIN6 71:, 1D2 8 AM TO 4 PM FOR THE ,
I-- . . RIDeE VENT FL' 'lWING INSPECTIONS: COMPLY WITH ALL CODES OF
. . . ... A5PHAL T SHIN5LE ROOFINe.' 1. . ,,"DATION" TWO REQUIRED NEW YORK STATE & TOWN CODES Z
~ f JR POURED CONCRETE AS REQUI/1ED AND CONDITIONS OF ()
_ <'Q'-11--'I1 __ fr -fr 2, POUGH" FRAMING & PLUMBING -~-'-I A f--
L- """ - 3, '''SULATlON AI 'n SOUTHOlD TOWN ZBA Il.
12 4. c,'IAL " CONSTRUCTION MUST I' v SOUTHOlDTOWNPlANNINGBOARD [i
_ _ ,I" bE COMPLETE FOR C.O. 2-/0 \)
ALL CONSTRUCTION SHALL MEET lIlE Ii) "--,- SOUTHOlDTOWNTRUSTEES I.f)
I"X2" IEM ON 1"Xl?" RAI1~OUIREMENTS OFTHECOOESOFNEW t: bDI? i!S
:\ 1"Xl?'~""~ FRIEZE YORK STATE. NOT RESPONSIBLE FOR, N,Y,S. DEC
=/ j'/'::'ATCH EXI55~'Ne~ \ \ ~ DESIGN OR CONSTRUCTION ERRORS,
~ ~ SHIN6LES r //f/ \
'it / / _._ _' _ V-~ II '-12" ~ T.O "EJ"OOD zom; JJ/A
. I:=:-- - .- -- J - 26 UNDERWRITERS CERTIFICATE I COMPLY WITH CHAPTER "46"
- 4c ~ 5/4"X4 5URROUND5 REQUIRED FlOOlJ DAMAGE PREVENTION
~ ~ _ . );__ SOUTHOlD TOWN CODE.
-- >
__ '. . ._ -- - ~ -. _. : \\ ~ - -- PLUMBER CERTIFICATION iti .
_ :_. . . . _ . __' .'___ : - \ \ . I-- ON LEAD CONTENT BEFORE
~ _.. _ EXI5TlNeROOF 12 Ij ..-. - -'~~ 12 .. . CERTlFICA TE OF OCCUP.'" 'CY
TO REMAIN c-g ----- . . . 2 1~'1'11 ,.,,,,
_ . __. _ __ 3 /. : . - ~ II, II SOLDERU"E .
... _ __ A5PHALT5HI E _ . - ------- ." "DINWATER
_.:._~::--_-=-..:.____= -::: __.~ NeL ":MATCHEXI5TIN5 _ __ '\ ASPHALT5HIN5LE SUPPLYSYSTEMCANNOT
-- llt-------- PLUMBING
_____ ___ . . _ __n__ ___ __ _ . _ _ . - --- . - -- - Z
... . __un ._ _ _ ______ __n- __ __ - . ALL PLUMBING WASTE
t--.---:--- '_:' - - ---- - -- .1-1'1 -. - - - - -- .... .,,'.'. '...,...,." ,....,.".. ............, &"WATER LINES NEEO
--- - - ........ ..... "'.'.' , .., .. ',' " ".... .
__ _ __ ...... (' ...- --::::::: __ __. _ __ . __ _ _ _ - --: - - _ :;;,';ii";,:, >< :;-::. 'd,t.;,.:, :,< ,,/:t'; TESTING BEFORE COVERING W
.~~: - . ~ .... n - . -- I~ ~ .. .~- ~~~;;j;l' ~?th 1~lr~~l ~~;Qi}~ D
_ . _ _ _ _ __ _ :""",,, ,",""'" .,.'.' "c.',.."'., '."., ,",. ",: ALL CONSTRUCTION SHALL
__ __ __ __ _ __ _ :"~<:~'::::~_;>: ,;:~~::::::.:,_:::::: }k.H...; .:.: :/~';;:;:.:", . r
__. _n -- n._ -- . _ ---- -- ':""":::::"::f:''':' f!\r-"'"",:;" ii,,':,,:;.' MEET THE REQUIREMENTS OF THE'
. ~ . EXI5TlNe r.... . .... - ,. IIIllIt - :J<<;": lY< M;S:/ :PV> ~ CGOES OF NEW YORK STATE , r\
~....-= . .. . n .. .. .u.: n .. .. -- ,... ,--{;Xli;:;> B-%r.;.:y)h . \j }
___ ____ ___ _ u__ -- -- --- - "'....:w ..-." ".' ...:w..;:~...:.~ >....,:"~.....;, ~ T.O. FIRST FLR. W
I I Ci
, (8 ~~'~:oIE~EVATION 8j .
8w
~~.. ~Z
~~ . ~O
~~~ >
ASPHALT SHINSLE ROOFIN6
------ .
((')
. 0
MATCH . ~
EXI5TIN5 [i :L Q.
(L \) -)
<t
Z C)
EXISTING- ROOF UJ:r z
A5PHAL T SHIN5LE ROOFINe TO REMAIN ~ ~ ~j en
. D D ~ ~
i
\S) 'i
G..w ~
ExI5TINe E ::>
() \J ~
D==:::lJ l ~
f- ~ !l:
...w 5:
'" >-'
~ .--- ,
. \S)l
l G 2
() ~
SH . No.
I
OF 5
I
I II
.
.
RIDGE VENT
ASPHALT SHINGLE RDOFINe
'-..
"'-- 2" X 12" RIDeE BEAM
RIDSE VENT '- TYPICAL ROOF CONSTRUCTION
ASPHALT SHINiSLE ROOFIN6
ASPHALT SHINGLE ROOFING
OVER 15-" ROOF FELTON 1/2" GD X PL YHOOD ...
SHEA THINe. 2" x 10" ROOF RAFTERS. 16" O.G
F=
_ ~ TYPICAL CEILlN6 CONSTRUCTION 5
(/;; MAUCfiEXlSTIl'6 \\~ 2" X 10" GEILlNe JOISTS. 16" OG. tlTTIC 6::
V // /1 SHlt,GLE5 __\ \ " Y'l/ R-30 BATT INSULATION
. ~ ~ut / / \ ' ~ ~
l r k - _' '- ~~~ ::---..... 26 ' iD
" ~ D
~ .-
_ __ "GYP
=ASPHALT . TYPICA FLOOR CONSTRUCT I . S.3
- -SHIN6LE --
_ _ . 3/4" PL YHOOD SUBFLOOR .
. . - . .
. ASPHAL~ ~'N6L~ ROO~'N5 - I '0 '0 ' '>
~~ ~ ~ SEWNLR ~
", .j''' ~: ~'::: ~.~", >+ 1/2" GYP BD. FINISH
~ . ,. .mv <" '",:;' '<. . ;.:" ,~t""",;: . _ ,_ ' .., _ T · 5.3 GOAT JOB '
. : " .', .'~~ x.~ ;-,;.' ~...:..._~}.::~.~~.,..,,' W
~ :;s: ..} ...~ "^"~'~' .<<.... -- ----- - -- --
. ..'" ,,' .,.~" 0'" *~ 'W#f; 'A%,>;'4~~S: ..,_ __ '.' EXISTIN6 HAll CONSTRUCTION
"~,,,,;: ~'~'.;~ :.~,. ;'.. '. ~.,~ ...;::}w.:..<....: x...~. - --
*":::;'.., .', ...... . "..., ',"" ...""" dC"'" -- ()
" . ,y' . "'::;....<.,:.:. '';'' -,.,,- ",.:.,.'" .... ,"
~ ". ?i~~ "'iX..,. };s.~. ~~';::>" ::.'.:.~. '. ..~,;:~<<,::q.:..::;;:;.~ - .
~ ~.o:", . ,{' .......:.:.>>..v '.{'. ..."..... ~x::.:, '.. ..~-..:;.~.,.:,'{...;..:
.<< . . ~.....~.~. ' . . .,," ..~, . 4' .".
X.".. . " ...".,,$ ",.M jti"." ."i-illk....."..., _ _ EXISTIN5 ~
..,. .' .:.:, """x:';':-!.':;::'<"";/'" ......:: ..~"~;-:..:.:. ';;.:.:;lP'.o:v;.:,...;.;"-
',.;v:~...,..,,"v ,;::..:..,./".,.:.X . .' fjJ="<" '.".':""";',,,. N~""""'>~"" ".'0 _ 0 0 21>52 21>52
...."~n. ~ ,."~",~",,,,<v "c .'....""'......'. < .......".,.,..,... 0 0
~;X" .. >;:;<,., ~":'"'::':~"iV* ...'" 'X.::%:~'<:* ",".('~:::''''':<<''',':::::'''"' - - - - - - - - _.-
. '. '" '.> . "... ".. ",,7.< ~ '''', . ...,<, ,,"" ,.",,,., "','.,':",.... . . M";""'H'EXISTtN5 W
I D
6RADE -
o ~~.~/4~"~.~! A TI ON ""STINt> CD .
. ~
6ENERAL NOTES 8 L
iS1~
I. CON"""'TOR 5HALL """"" "'"' _FY ALL GONOITIONS TO T>E SITE . ,() W
_'".~..__.__,_.__ ,-=.:,=-~-='___ "^___.~_.___ @ Ii
T>E INTElIT CIf nIE5E PL-'N5 ^NO ""'K.E HORK MRfE HITli S^ME. . SOLID BI.OGKED OR PI. Y ""'''''. /' R 0 S SSE /' T ION 0-
lb. ALL FLOOR DISTS SlW.L BE LATEAALLY "-""""TEP Bl' BRID6IN5 OR 2 L/ L/ '-! Z
2. ~TOR OR """"" SlW.L OBT^,N ^ ""lOl"" """"'T FOOM "" BL""""". '''''''V-'L5 NOT "",,"""NoS E'5'" FEET 20 ALL STl'lXO",,^,- STEEL SHALL BE A-3b STEEL "'"' ""-"lJ. BE "I
T_OR VILLABE FlOOR TO ST""""" HORK. . INS,^LLED,o,sPER^.I.5" SCALE, 1/4" = ['-0" U-
11 ALL FLASHINoS ""-"lJ. BE "'-"HI"-" 2 . " ()
3. GONT1<'GTOR 5HALL OBT^,N ALL """"RED ^"""",,-'L5, """"'TS, . 2'l. ALL DRYI'IALL ""-"lJ. BE U5.5. """ONAL 5'ff'5UH co 1/2' TliICK, L!--
c.eRTIFIGA1'5 OF OCGUP~", INSf'B:.TION APAWVAL5, ETG, FOR I't?RK Ie, ,au ~ SHAU- eE ANC~ TO FRAI'ED NA.LL5 H1TH 'H.AAIGAtt: TAPED AND SP"-CKLED TIREE COATS
f'BO!FORI-'B' FRClM ASEMGIES HAVINS -LR15DIC,TION THEREOF. GLIPS' . 16' ON GENreR
:10. ALL DR"(K'U 5fWJ.. eE PRII-'ED AND PAINreD (2 fINISH COAT5). >
. ALL HORK 5!Wl. CONFO!<M TO T>E NEW YORK sm. UNIFO!<M FIRE ,. ALL INTERIOR DOOI'5 SlW.L BE ST^,N 5AADE b'-b" HISH x 1-3/0' RIDeE VENT
PREV'ENTIOt<l AND BUILDINS c.ooE AW ALL RULES AND REiSllATlONS Of TliE THICK x ~DTH AS ~ ON PLAN rilTH APF'ROF'RIATE HAAD~ ALL 31 ALL MOLDIN€6 AND TRIM SHALL Sf STAIN eRAOE, AS 5ELEGTED 6"( A LT SHIN RO FIN
TO"'. DOOI'5 5HALL BE FINISHED ,o,s PER """'" 0...... SPHA 5LE 0 5
5. IF IN 1lE ~ OF c..oI'6mJC.TION A GOJ.DITION. EX1515 HHlc.H 20. DO NOT 5GALE DFW'IiN5S. hR1TTEN Dlt'lENSlONS SUPERC.EDE 5GALED 02. ,AU FINISl-E5 (IN1ERIOR ,'\ID EXTERIORl SH.otJ.L HATCH EXISTIHe AS
"I~ I-IlTH TliAT AS INDlGATED ON THESE Pl...AHS, nE c.ONTRACTOR DII'ENSIONS. ARGHIifC.T HAS NOT BfI3II RETAlNED fOR ON 51TE' GLOe:€ 16 P055IBLE.
5HALL STOP I-lORK AND NC1f1F'f TIE ARCHITECT SHalLD IE FAIL TO IN5f'EG.TIOWS AND/OR OB5fRVA'T1ONS OF Tl-E GON5'fPlK,TlON
fOl.LOloI TliIS PROGfDLft, AND CONTI\'ollE ~ITH TtE HORK, If: 5lW.L .~. CARPETINS SHALL BE SUAPLlED AND INSTAlLED BY TliE OWNER.
ASSUME ALL RE5PONSIBIL1T'l' AND LI~LITY AAISINS ~. 21 DRAI-I1N65 All) 5Pl:GtFlGATI0NS AS 1N5mJHENT5 Of SERVICE ARE Atv
SHALL REMAIN THE FROffRTY OF "" ^Rat""" _ T>E """JEGT "" 0..... SHALL 5ELEGT ALL COLORS. ASPHALT SHIN6LE ROOFINe
6. 6RAlJINS AROLW ~ GOHSm,lGTION SHALL SLOPE AHA'" Ate Bl..flD INTO fOR I^IHIGH TlEY m HADf IS E.XEClJl'ID OR NOT. THE'( ARE NOT TO BE
EXlSTINiS. USED '*I AN"( onE!R F'RD..EGT5 OR EXTENSIONS TO THIS PRO..Ec.T EXCEPT 95. ALL R..l1MBIN6 5HALl BE IN 5TRIC.T WNFORMAHGE HITH 1'&<1 YORK
6'f."6REEHEWT IN ~TIJ.I6o AND 1'\1111 ,6,DEGlJATE c.oHF'EN5JrITICJt.l TO TI-IE STAre BUILOINS CODE THE NEYi f\XTtRES INTO EXI5THts SANITARY
1. AU. FOOTtNeS 5HAU. BEAA ON lMDI511.1RBED :OIL 101111-1 A MINII'U-i SOIL ARCHITECT. SYSTEM,
F'Rf'55URE Of 2 T0N5 PER SG.FT. AND SHALL HAVE A MINI!'4k-1 OF 3'-0'
OF GOVBi- 22. PATC.H AS RfGlJIRED ALL AA&.5 ~ EXI5TlHe HAS BEEN REMOV'ED 36. c.oN'T'RAGTOR SHALL DETERMINE Wl-lETrER THE EXISTIN8 ELEGTRIGAL
AND/OR l-&l WORK ABJTS EXI5TIKS. ~ EXI5T1NS WALJj; ARE REMOVED SERVIGE IS 5l.IFF1C.IENT TO eeRVICe TfE t-EH ~ITION AND SHALL
0. ALL ~ SHALl. Elf 2500 PSI CONCRETE. 2b DAYS. OR NEH OP!:HIH95 ARE: GALl.ED FOR IN EXISTING HAlLS, PRIOR TO MOTIf'( THE OHER .AGGOIW1N6LY. ALL ELEc.1'RJc'AL WORK SIW.l. BE BOARD
REMO\IAL Of EXISTINe HALLS, GEILIN5 eEAMS, ROOF AAF!'ER5, ETC,. OF FIRE: ~1t:R -'F'f'ROVB) I16TALL A5 PER 0I-tlER'S DIRfGTION
,. DE5I'" LOADS, FIRST FLOOR _ _ LIVE LO^" C"""'-"'TOO 5HALL """"" ""STINoS ,o,s """"'REV UlmL NfH HfADER ,o,s ,..". "'" ALL 1ll1'El'WM, TEL6'HO>E, ",",lOR TV """""" "'RINoS IN ~
"""" _ ""15F _ LIVE LO^" Sf'EC,1F18J IS INSTALLED. HALLS FlOOR TO INSTAllATlON CIf I-IALLBOARD. ALL -- ~
5EGOND FLOOR _ ""15F LIVE LO^" COIITROL HI"''''' 5HALL IOIJN CO>iOEAL8J IN 1'IALL5, FLOOl'S, ",",lOR V
""'L1NoS _ !lOO/6F _ LIVE LO^" 23. COI<TlWOTOR 5!Wl. """""",,o,s RE<2UIREV ALL ",.TINoS PlJ.JHI"NoS, OElLI_. _FY 0UTl.fT, SWITCH "'" LI5HTl"" LO"'" TIONS HITli f-
ELEOTRICAL, A1"-GONDITIONI"", "'"' ......TINoS LINE> "''''' I"""",",,, """'" ""'OR TO INSTAllATIION Di L 0
10. ",,"I'" TI..... STRfSS _ ""'-"LAS FIR 5OtI11', NO.2"""'" FB . "Tli NEW c.ONSTRJX;TlON. -j
'25 POI, E . l;2oofJOO "'" ", """'-" DISTS ""'" ALIL P,,"TITIDNS PAAALLE!. TO FRAHINoS "'" 0. ()
,. ALL 'MICRO.LAM' LAMI""TEP VENEER LI.MBER TO BE DCOOLAS FIR ,o,s """"DE """'-" HEADER DISTS ^' ALL Offi<1_ <(
II ALL ~ SHALL Elf (2) 2")(6" IN 2"Xit" ~L.S . (3) 2'>0' IN MAWF"-ClURED BY' TRU5 ..k:)15T c:.oRP. ~ EGUAL. SIZES AS IHDIGATH> ON
2")(6' I^IALL5I..H1..E55 NOTED OTH~I5E, PLAt6, M1aw-LAM INSTAU.ATIOO5 SHALL BE IN STRICT GONFORMANCE 3e.. THE GONTAAGT DOGLt1EN1'5 ~,. INDIGATE THE 5GOPE AND GlJALITY
HITH MAtI.P^"TlRERS Sf'EC,IFIC^TlONS ^'" ~^TIONS. OF THE """'- "" "'" NOT PlRE5EN1BJ AS BEINS FREE ""'" ERI<lll'S OR Z Cl
12 ALL _ SHALL BEAA ON "X4' POOT . 2'"," I'IALLS OR ''')(6' OMISSIONS, ^'" ^NY ..". CALLEIJ FOR" TliE SffiOIFICATlONS "'" NOT Il.J s: Z
POST. 2.)(6' I'IALL5 UNLESS NOTEP OTli""'SE. 25 ALL METAL DIST HAN6ER5 ANO OTHER METAL """""'TORS """"RED SHO'" ON T>E """"'N5S AND> NOT cmm FOR I. THE SffiOlFlcm,,<; IS TO ~~~GtE~'STIIN6 f- <( UJ ID
SHALL BE 'T'ECO """""'TORS' OR EaIAI. ^NO SHALL BE C^".'SLE OF BE """""'"'" ^" IF THE """" W6 cmm FOR IIN 00111, ,..". "'" ALL 5 <( Ii ,-
". _'SH ."", INSTALL 51N5LE S,^TlON 5I-IOI<E DETEtOTlNoS ALARM HANDLINoS lO,o,os. """""TION POINTS. INS,^liATIONS SlW.L BE IN """" "'"' """ "'" ALL HAll'ERI-'L5 NOT L1STEP I. 1HE 610 DOGU>1M5 11IAT D D U_ a
DEVICE IN COMPLI"""E HITli _ ye'R" S,^TE ElJILDINoS CODE STRICT ~ HITli ""'1IJF^"TlRERS SPECA"""'TlDNS ^NO ..... REQJIREO OR C!.N BE I'f%OAABLY OR NORH^'-!.Y BE I","""""", OR -,
~c.oMMBIDATION5, INFERRED, ~,5I-W..L BE f'l.F.Nl5HED AND IH5TALLED BY THE
14 ALL HlNDOf'6 SHALL BE l+1ITE PERHA-5HIB..D WITH HIISH PfRfORMANC,E GON'fR,l,(,TOR.
5LAZINoS,o,s ""'....,O,CTl.RED Bl' ANDERSEN HINOotWLS OR EGlJAL I>iOUJDE 2b. """'-" DIOTS UNDER ALL P^RTlTIONS p""-"LLEL TO S_ AND ^""""' ASPHALT SHIN5LE ROOFINe
INSECT sc.RfE'NS AND JAMB E.l<i'elDERS AS RfGlJIRED. ALL 0PEN1NS5 ASPHALT SHINGL
ROOFIN5 ~
IS) ~
G -1--1 ~
...-."""", t: '"
() I..,) ~
...c . ~
" """" .'~"'""N5 (NPJ L- <D !l:'
EXISTING r- -
. . -1--1 f
"<::'" ,.:
~ L-I
12"~ PE G ST ,('\ ...c
C.OLUMNS \J 1
""""'~ <DI..,)
L L ~
G ><
...c G 2
() ~
~~~(~~ VENT DETAIL 0 ~~~/4~=~,~:ATION SHT. No.
")
L_
OF 5
.
I ! I
"
RID6E VENT
ASPHALT SHINGLE ROOFING I '"
RID6E VENT ...... RAFTER TIES
032" 0 C.
ASPHALT SHINGLE ROOFING
RIDeE VENT
ASPHALT SHIN6LE ROOFING
TYPI( AI ROOF CONSTRUCTION
A5PH L T SHINGLE ROOFING
/OVER IS- ROOF fELT ON 11.2" GD X PLYWOOD
SHEA 'jHIN6. 2" X 10" ROOF RAFTERS G 16" D.C.
'tyPICAL CEILING CONSTRUCTION z
~ ~ ~ 2"XIO"CEILlN6JOISTSOI6"OG. ()
A'TIlr WI R-30 BATT INSULATION t-
. MATCH EXI5TIN6 ~ D.... I
SHIN6LES
/ ,~~
= - 1/'11 / L _ '~ ,.I TY ICAL HALL CONSTRUCTION ill -.
.. I == 1/2" 6YP. 60. FINI _ S~~ AR PERFECTION SHIN6LE5 TYVEK HOUSE D
f- - DOT 4 5.3 GOAT JO w~ P 1/2" GD X PLYWOOD SHEATHING ON
== == 2"X "NO. STUDS Cl 16" a.G. R-15 INSULATION
- - . ~,
.. = = '? ROOt1 n::, ICAL FLOOR CONSTRUCTION
= = '" v- II I( TJI FLooR JOISTS G 16" O.G
- - IwT U 0' '0 V 3/4" PL YHOOD SUBFLOOR
1,1 I~~ jSECONDFLY 1111111 am >
Ii!
~ 111 rrol[ol o~~;;~Y~20AT SH ~Ir TY~ICA HALL CONSIDlnN .
-;---- ~ /' --.:::::- " . . -~ 6LESn::::: OUSE
. 0"'> ''''' F HI/'" D SHEATHI ON ill
I - b: ~ ""'" 9 2.. ,. , .G. R-15 IN= TION I
"""" ROOM ir \.) I
IlL no 0 : I - I rrE I I ffltj! CONST r.-TION Z
- :(;: lb!JIlYi '~ j FlfsT FL,= I ~ IR5T FLR. ill'
I I I I _ 'BLUE STONE 6RADE D
. t ABOVE 4" P,C. SLAB _
~------------------- - "
- - - - - - -.. - - - - - -- - - -- - - - 8 POURED CONCRETE FOUNDATION / U)
I :;l bIftj ~ l^<ALL ON A ei' x 16.. POURED
- . - - I CONCRETE FOOTI N6
ANCHOR If BoND WITH -5 REBAR I I ~ ~ ~ ------r--""-- ill
o 12' G,G. VERTicAL ~"I .~'-O" ~ LlGUID MEMBRANE---- _
\,'{ 8" POURED CONCRETE FOUNDATION HATERPROOFIN6 GOVE OVER Cl
~ I HALL ON lA e" x 16" POURED FOOTINS
~ ~ I ~~ ~ , 9 CONCRETE FQOTINe -
C) - I ~ '\J N LIQUID MEHBRANE ... ..
iC~ I I~ NAreRPROOFIN6GOVEOVER ~ ~
~ in I I I (5 FOOTIN6 L..:..J L L::.J I-l .L-
"~ ':: 1\ ~ CROSS SECTION ili -J
: I:. ~~ 3 SCALE 1/4" - 1'-0" () ill
:R; I' ~<L ~
8 I' I ~~~ . \...! Z
"II uIJ ':t ':' 8 l' 2" X 12" RIDeE BEAM ~
~ ~ I ~ ~~"- TYPICAL ROOF CONSTRUCTION ~ ()
~ I I ~ ~ z ~ ASPHALT SHIN6LE ROOFIN6 RAFTER TIES >
- 'l' I I I I 0 ~ OVER IS. ROOF FELTON 1/2" GO X PL YI^IOOD @52" D.G. \
I :j i? SHEA THINe. 2" x 10" ROOF RAFTERS @ 16" 0 G
II I I . ~8
I 11)1. '" TYPICAL CEILING CONSTRUCTION L- s<,fi; C"'I
I JI - & 'Os!.! 1:<; {.c,
. ~/. 2" X 10" GEILIN6 JOISTS Cil 16" G.C_ ~~ 04; ('1...-\
ANCHOR I: BOND WITH.tI5 REBAR-I / 9 IrV R-30 BATT. INSULATION ,..~'f' ...1 .': ~.,.
is 12" O.C VERTICAL I / - ~ ~:N r,. / (fl
'/ N ,. 1\,
II '\ 'Ir "~r"
~ I I--' ~.I;'i,."':'!
I 'l.,,,..,
~ -=_.<..-.
II..-(~t, -" I ~-ooc
I I lC\ ~h..;~[j(. ~
- - -, ,-- - - - - - - - - - - ....J I ~ Ul;-. No. 0249r)'\ d~'
1 ANcHOR · BOND HITH '5 REBAR I I - - f-- -::l ~ OF NE-rl-l
t l I · 12" O.C, VERTICAL ANCHOR' BOND WITH -.tIS REBAR I I -~=-- _ ~_ _ ~ ./ \ \ ___
I 012.' OG. VERTIG^L I' . I ~., I L n
I 1 I I ! ANGHOR . BOND HITH '5 REBAR I "' I'f)
I L ~ - - - - NEl:i2'X3~AGCE55 _ _ _ ___ _ _ I@ 12" O.c. VERTICAL I I _T 1/2" GYP. BD, FINISH
L:_ ~I~_~. I-r __I _-} -~ II {I"J... 'II I I III/4TJIFLOORJOISTS 6..0. g~ \N ri ~ D-
</" --- ---' I I' REMOVE I .......' I I 3WPLYHOODSUBFLOO - .\ D- ~ ""]
" - c 0 / I I PORTION OF I II --1" I I </ 11111 <{
" 6' J / I 0 I FOUNDATION I I I I I I '" t::!.6IJ., ElI=DROOM
;-. -/~. HALL TO PROVIDE I I I ~oo
'" I I 3'X6'-".. ECCESS I I I I I z a
2.'xe" FLOOR i, I . I !, , ; I I I BATH\!! :r u.J z
JOISTS 0 16" 0 G I I bIftj . ~;^NGHOR i BOND v-lITH **5 REBAR I : I ~ J r-- SECOND FLR. ____ ..A'" <( -l III
. . '-"" 'A AI:> 0 12.. 0 G VERTlGAL I I _____ " Ili
I L~ I . . I ~ D D LL ()
I - - -:- - -,- -:- - -- : : i : : . : 1"- B K N n"i---! ""]
-f iT ..~ I' II I, I I In.. "
- 1 ~ I : ,I I : I: I I L !/2" GYP BIt:>~ FINISH ~ 2-2x12 HEADER
I I I I. I I, I I EXISTING HALL T. . S. 3 G T JOB III
I I I .1 II : I I . CONSTRUCTION____ I, ,('\ _ ~
I I I I I, I I I ';< .. \J I . 'i
. " I I ,-.r,"""'A'-T : I ! I I I I ~ 1 .to.llIoJrIh ,.,.. 9 . G -l-I ~
T I I ~ . I . I I 0Wlf'''-L - e-
II I I ~ I I I I C-Ot:1PAc-r I I '-In,,,o~11 EQXfE C \) m
I I ~ I I I! ~ I I 00 EQk~ill 0, () ;:
I I ~ I I I I IdL 1'1 ....c T
I I ~ I i'NcHOR . BOND HITH '5 REBAR I I ~ I I ,--- FIRS LR. f-- <t) !
I . L _ _ _ _ _ _ _ _ _ _ ~ f' 12.' O.G. VERTIGAL ~: ~ I ^ I . ~ . -l-I li:
I o. I I I I I \ ~ ,:
L I' I L.-
." I . I, I I GRADE ~ ''''' "BLUE STONE ~,
q'-IO'. I, .; I I . 1 ABOVE 4.. P.G. SLAB ;:;>RADE r-
I I ,. ,('\ --'--
I , 'I I "\JI
I I I II EXISTIN6 FLOOR c::.ONSTRUC TION " P~F':'? CONGRETE FOUNDATION / ~'\
I. I ' I I "",LL ON A "" X 16'. POURED \lJ ,\
~ 'I I I I , I I ~ GONGRETE FOOTIN6 _ V
i- . .. I I ~ I ILL I::
I I :: I I I ANCHOR I BOND HITH .tis REBAR I I LIGlUID MEMBRANE - 7"""\ L is)
'1 ~===-=-::::- - - - -- - -- - - -- -. - = - -- -_ - -.J_I i :/--0 ':'~G VERTIGAL _ _ _ _ _ J I ~~~':00FIN6 COVE OVER ~ G I~
~~-----~ . .4.1 1\ D
L_______ ---~I' !r . .--1.... j \...J lit.
. I
. ,I II
, -.J. l I _
-. -. -- - ~
3'-6" 2'0.. "-6" 2...0" 3'-6.' q'-IU. 22'-0" 12'-0' SHT. ~'O.
. =G) :~;~;?_~~,!ON PLAN =C) ~~E~~,~I,~~CTION - -3 ,
OF 5
102'-6"
2Q'-Q" 14'-'1''' 22'-2" '1'_1" 1:;'-2" 2'-6" 2'-6" 2'-6" 2'-1" 2'-0"
-
2- 1>52 F~06" 3;)0 032 052 2C 2 20J2 ,152 1
. : I' - . .. . .... =-1 c- .. .... II 2-2,':,~' HDR n' - . /17 I 1 Qa 2il)'~ ,"'1'I,iDI~ =c-- ':-1 .:. 'I: :-C_. - . Q'_67\."XI27, 5-0' ~. 2-2XI~"I';:EMOV .: : II' II 2~;;~.t.~gDE~15TIN6~" Z
I Ii" I, I II \~ 'i REMOVE,V 1"'. IY EXISTIN I I IL___1 WINDOWS II r;, ()
, 'II ~-I! I EXM'SOT~~II - -, REMOVE IIF5 CFM! ~i= ~C~'~6DOORS' ,.i u 26,-J"I r~,~~" STANDARD STEEL~ t
N I I~' I" I EXISTIN6 I "'" I v v in REM VE
; "I BATH I I III I BATH II "'" III D ,REMOVE II Ii' REMOVE -, . II EXI IN6 :!I ", "':.0 'S" '? Ii
II SMOKE ~ It F,f\~ ~u.~ 1'" IL-J.J: ~~ ~ E IN~'i1 A ~ EXISTIN ~8 Iy'HAL III _ ,;:>, ;; , N ~
0- DETECTOR ~ 1\l1 -,-llrr-, .-" "- e- 'I ~~ 11/~.10\ ~ ./HALL , V,;C II II 1111' WD
I a - . - 2610 I f" I [( ~ u 'I z -.J _
I BEDROOM a 1....1 I I111 I [..-----__ II ,~ 6'-0" I '3'-2" II I 0" IIIL::::::o C)~ ~
' N 10 I 1I11 I ~ <"'7 'I ~ ' I 1251<f-FMEF. 01 D~l!' I it:;1
I ~ Ie w~ ~~~~().IIIIL\I "=7:1 01 30 I 100. L"J I ~~ (111 D d'~ II :fl
I >>i . BATH I\\J'IIII'VI I ~./ I'~ I II J I~. \J III l!;!!!2'l!
' 'REMOVE'E I 1111 i<EI"iOVEEXIST'6RR .C.~ ~ [J:Q~ 00 ~a I I~'" KITQIiJEN to 0, DIlJi=' r ~h a~allll ~
" EXISTIN6 1""" l..J.b!: "'I I 1111 ~"EW 14"TJI JOISTS@ 16" OC. 'u ~ , I"QiII"" II L"J I 6~ II" a D h~ U!J I :;1
: ~L ________HALL'-DOORS-_ '\.. - '.T _L_JJIl_..J__ 25CFM .F. I, ~1rR; II I Li/j II ~ "'a3:11 !:l a i>
I 6ARAeE . I' - - - - - - - - - - - - - - y .rl ff'C \::. - - - - - - -'1>'-2" ~ ~ ~ ': ~ II I D il!:; ::" :11 I~ ~ ~ ~ :>
' II? a y:Y . -=.r:: __JL__, I a I D" W
. REMOVE,f:O - I- 4hb" ' - .., ~MovE1 r -1- I III Ii
I I EXISTIN6.z N I . - - - -;,. -rEl><I"frIN I E ISTlNE! I I \,! ~ REMOVE II I "
; ,HALL · DOORS ~ 'I 'I /'" I I "'IAlf I .fALLS "EXISTINe REMOVE II '= 0 , ~"II '-'- :B
I
i ' 2610 2010 ,- - - - - I r - - - - - 110 II I DOORS HALL~ 1\11'1
. \ # I L _ _ _ ~ _ +- . ? I I 1"1 1111'
I , I 1._ V. I II II '-0" , . 3'-()" ~ ' , , I '" I ." _
I I I L\ 125 cF(i E. - - II REMOVE II REMOVE a::: ~-..- _.LL. _LiJ\ c -=- -=- -=- -=- -'J sA ,'} - 0 W
I ' 'V "",,, r - , I I EXISTIN6 II EXISTIN6 IV >iI'1 -" Oil'}.,
k I!22t REMOYE I CLOSET 't , 01
I I I ill cr ATI:J I'EXISTIN6 I I I GLOSET II. 3:1/1 ~ '} ')! I \
. I r" HALLS II II "II l' 11"- V
I I !::!LOSET I ~" I I II ~ II ~J II ;,. REMOVE PORTION Illal!;! JI in Z
I 1>'-0. i'..e.--d! ,(, '" I I ROOM II "II OF EXISTIN6 II 'l! \l _ _ _ , ~
I , _"" _"" I I UP II NALL4 DOQRS --1< I
I . 22xI2 HDR -#l 22xI2 L. ,L________.JL_______ 'JL_______f<Et1O'iE_ /----"~-.." -1r~ ., c- I W
: /Lr- 2 310 -. REPLACE 24 10 - . - ~ ~ - - - - - - - - - - - - - - - - - - ~ - - - - - - -~C,"N6-. IdET BAR li~ _ -=- -=- -=- -=- -=-"'- .4:" _ _ _ _ -=-.Jl., Ii -- --- +- . .' "L 'I
I: ../ EXISTIN6 l-r REMOVE N - ) = Y I I .. J D
. .. , WINDOW ,f \ EXISTIN6 REMOVE PORTION N .--/ L. ,. , \ " I i'
I'L I ;/ DOOR OF EXISTIN6 WALL o! /2"XIO':R.R@lb"O REMOVE ~ 1'1' : 3 1/2" STANDARD STEEL I ~
. -. .. --. - --.- - - ~, . -_. "" WINDOWS -.. _ ~_ , " EXISTIN6}> P'PE COLUMN TO FOUNDATION I _
-~ -~--- ~ t---- ------- --t --"._J --"--T~' ';T ~L DOORS -<, 1(\
~"~'__m ---_._____'cC..._ --- -.- --,- I :.0'" 14ML.6DR.FLUSH,;"p \I. ~/)> '., I \J}
I :.0 ~'" 2-2.xI2" HDR .'} ')! ~ '" '" l,f ~ iREMOVE I~ I
/, " " " D FOYER. a' I '" EXISTIN6 I
LI ,'S,/ 2- 1>52 .~ . ~ :;1 '; F; '? I~I /' 11 ,/HALL . DOORS il. I W
-">L. ---- ---- --"j"- ~ . ,,~ :li r I~ p:"'~ ~^~f III I '" iI/
a' I I III I LL
.' N I I ~ [ I
If'l ,- - 'J. "xI2" H I- _ _ _ _ _ _ J I i I I ..
\.l I-------::J 'h lr I D ~
I I 1610 , 010 1610 / i ~'.9 .L...-
I 2"XI0"RR.@1 "OG '-'- f;- //. : : w
I ~I i<) ~ REMOVE EXIST'S R R 'G J. ~.. I I a I i.SI() -J
I / ~ I ~ NEH 14"TJI JOISTS @ 16" OC "- I :;:: N W
I /" ':>-1 -, "_
I .(8;/ N I::! ./ X ~ I '" \.L
I X ,~ N N
: I if''</9 " ~ ',~' " I C) Z
I R/' N ~ PORCt:! b I lY
. I '[ ,0; ~ ~'I AlIFSTONE. JL I 0... ()
I .}O'/ i ROOM , '- t'aOYE I
",;-' 0'. ',- <I"P.C.SLAB I >
Lj / 0' N '- I
I ~ a cl I '-
I 12 ----- --I ,Y::.. I '"
. ~/. I '
I / . ."" ,\(,{y, '"
"- v "'" I _
----- ----- --~ ,,. '-~k I
~ I, 4<~ I
I I '- I
" . . '- I
N I',
~ . ,
'r "~ 1-----1 ! I '-'-,r~ :
~ N L --l:=t=' I
l"_"::--=:~--"':--ll'" /~_., ":-'==:--j .-. - ,
1'-'1" 16'-0" '1'-3" 3'-11" 5'-11" I ---=-~~-' i i L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~
21'-1>" 3'-6" 2'-0" T-6" 2'-0" 3'-6" Q'IO" L....22,o;,--: I 12' 0" B
102'-6" Ii ~ Il-
Il- \j ,
(J ~~~~I~' ~~~OR PLAN :''l. :" ~
.\f,\ (rrP) f-. <t ~ ([l
\10, '. <t Ii - ()
. \)'. ROOf D D u. ,
,C'-- 14-1 I r---1.t:- I=..,
I I 1 I ,p-+m I I
I f'-2V ,HDV I : I b-2Vt>-Hnv
~1.V2V ) I I, I I III
I -- I I I b-HnV lAVI I is) Jr
r ~VlJW II U "'. r<: ~
I TIll I II v-I-lr-
I: II SECOND EO \) ~
I 'I flR r-
"I I.V2' GO .s::. ...
EXI5TIN6 " l.. ~ !r
HOUSE ~ r-
I .-I-l ~
DESI6N CRITERIA :"H/2V L'- II-:
I is)l
GROUND HIND SEISMIC SUBJECT TO DAMA6E FROM HINTER ICE SHIELD FLOOD LIVE DEAD HALL SHEATHIN6 USE/ HEI6HT FIRE TYPE OF ""AIRIIlfI,
SNOH SPEED DESI6N RO T DESI6N UNDERLAYMENT HAZARDS LOAD LOAD ROOF UPLIFT LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION TIll (l) \)
LOAD (MPH) CATEGORY LINE TEMP REQUIRED CLASSIFICATION I FIRST ( r-
HEATHERIN6 TERMINATE DECAY . HD' 0" '- ( TO
1-1/2' 4' . 1-112' +' 1+V2 [I-/<. ~ ~ CC)
.. F5F 110 B SEVI3<f ,,"' HOOfRATE "-16HT TO II 1'f5 FROH ,,,. 40 F5F 20 F5F """METER ED6f ZONE ".72 F5F ED6E ZONE..'" F5F R-' "".0' FlRSTFLOOR" "' TYPE V "Hn GO V X
TO HEAVY MODERATE FIRM HAPS INTERIOR Z"'" .. ,,< F5F "TEl'JOR ZONE" 21>.' F5F SEWND FLOOR .. """ -.s::. G ~
.<n:::I......cn P.VL. PIPE PITc.Hf[J ~,J}\ ~ l \ Q
. wtmTTO ~.~,~ AS Fl'R N.Y5. GODE . ., \J I[
F AI. . SMITAR'!' S'r'S1!:M
,
,.-;it' SHT. hiD.
,
, '
=CD ~:;~~ING RISER DIAGRAM 4
1I0F 5
z
()
f-
D-
I:i
\j
1iJ
W
D
,
.
60'-4"
.. 6'-4" 44'-0" 1'-10" B'-2"
6'-4" 5'-1" 12'-2" 13'-6" <1'-4" 3'-11"
>
- - - - - - - - - -1 - - - .- - - - - - - - - - - -. - - - - - - - - ..- - - - - - -. - - - - - .- - -. - - - - - - - - - - .- - - - - - . - -. - l I [l!
r'" -. - - - - . . - - - - - - - -- - - - - - - -. .-. - - - . , 2-3 46 2 32 3C 46 , 9 3 4b
I
~ I 2-2"xll" HDR. 3'-' ~ 12-2"~2" H R. 4'-6" 2-2"xI2" HDR ci -I 2-2"xI2" HCiR. I _
r:. jl 5'-0' <> ~ (o'j r.= ;; ~ 1,,'-6' I ~
KNEE NALL ~ "If- U ' I 90 I '" W
1-1 ~--~~C-~-' ~--_irl:_-1 ~Cl __BATH ---- -- t I ~-- ~-------~~ ---------- r-.0t l' I
SMOKE Li 125 CFM Ee, I/- ,;..-, . "_I I \
I 1- @-- DETECTOR 10 A 00 Q"-6' I' I I ",I V
I" I ff \ I MASTJ::;fS N "I Z
I 14 10" :v 20M ~7668 !;3EDROOM!- ~I
I .~ 8 ~SMOKE ':<1 N
I' / \ . \3..1 DETECTOR N , W
Ua /' d:l ~z I <:G
I ' ~ - a
..0 I"'l . @ i= 2"XIO" G J @ 16" DC I
I 0; U "\' -, :'i '" ~
: ~. :a z l:!6l"L,":, ~ ~ '" R-Iq INSULATION . ~ ~ BALCONY D
Q - Q ) Q \J SJ 2"XI2" RID6E dJ ' 't
,u Uuu - -- -- ~ .. 1 ~/- 2m RID6E ~ ~ (~ ,,~l:~ ~ b<<-/~~------~ -- ~ lV"- ~ w\Sl '
~ !... ----- --------0 ~- --, '<t DN ~ ,<"":/ '"
I I _ '" . 9 _'"/ '- .-
I ?< -"I trl >< '<'"" " I [t
. I / N '" 1l: ' o.l/. ,0~ / '- ~ . I en
ROOF I / ,; I V ,0/ '-~ ~ I
BELOH I 0 _ _ 2"XI2" R!Q6E 4'-10" ~+> - "" ~ I I,~
I }l ,6EDROOM ....,.~" '1 '-~<<< ~ Ii:! r'11
~ ':< I~;! I ~ ,x 10<;> /i 2=
I <i!! ~ SMOKE <l:.l = I '\, N I
: ~ - @-- DETECTOR ~ ~ I~ 0 ~ //~ \ '- ____ N ~ i m
I ~ I 0 ~ / ~ -<;y 2'XI0'R.R.@16"OC", f '- ," I \.lJ ---1
I" '4'-10" I ~ //,;! '" II '-,- 1 I a C} W
I I" / " 'I _ . , co
I Q / II \ I I rfl w-
, r: () Z
I- ---------- N/- " / 6'-6" '4'-8"~' ~ I j--_IJ
, l I ~ J 1'( F,; I 1'-1", "-4" I T Ci (\
~ - u: 2-2"xI2" HDR I QEEtLIQ:0: Ii il, ~ ~~ i> w, I ~ i " '1' 11- V
' 2- 046 I / /: '" h . :<: 9 I ,~ : I, "J
() >
I I I I ~ ~ I lJ1
' - - - - , a , .i;:: '<-. I I ~ Q"-6"
I I I "" ,A<../ I -> / I
:a I 1 I N ~ <<'/ I m t-- ~ I
.' , I- ~---;;{ ~ "'A-'W I "I
r- L_ ------ ------ _....J I N / I I = 1.0 &.:a:::l....L! \II I I
I / I 9 ,y <1"l a I[f; N
j- / I '1'-6" I ~ <<:. ~ ]" ~ -, l()
.' I., I _____ .- N I _
,...... I 2-2"xI2" H R. It .0 125 G ME F I I
I , ,
k"_ ____L__"'=.__, ----- - ----1 I I '
I " I . ,
.. I I ~ I I
. , N I I I I
~ ~ I !.o N I r;:: ____...J BELOIAl
" 1;1;.x 1 I -' ~ ~ I '"
'- IN" I I If)
c;, I I I f"'- o'J I A AI 15" 1 I 9~ I , ~ ";' 5)
I I V ~ _~r~ ~ ~~ I \II Lt, t-
L~__::,L U068 j \';<11 " ~ I I:i L 0-,
I ROOF / ~ 'I 11 2" , 3 I I I I D- \j ,
, BELa" / \'; :i: I I :<: a - , <(
/ ~ = I ~ 2"XIO"RR.@16"Oc...J ....l ~ L \ I
SECOND FLOOR" PLAN I ( :J~ :: '''1", 2XIORRCI6"OC", " \ : , ' ~ ~ LL~ ~
SCALE 1/4" 0 1-0" Q , L " n _ n _ ,,_: _ _ _ Uj> SITING ~I 2XIO C,J. @ Ib' OC '" ~ ~\ I .i ~ I 6 D LL 5:J
Q I lal~ ROOM 91 ~ R-IGJ INSULATION ~ N \ I I -c
- lLJ OC "
I I 1:<:10 "I :J N \1
, I --J' N LL.{
I I I" ? a:r' I'
I II "I !!Jo' 1\ III
' I I I 1,- :J -' I r ~"... - - .J I ,"" :r
I I I <!J1 9.l.. \ ~ \JJ I
I ' I 2 2"xI2" HDR f----, .--- 2-2"xI2" HDR I if-.1t:J 1 N G N
~ ~ ~
L_ ____L__~ 5;1-- ~-----'1 --0 ~__L-:-_'L_ -- I c,f E '"
~ - " "" - " "!- ~I I () '-.) ~
. ~ ~ ~
15' 5" '1'-10" 2'-4" 5-0" J 2'-4" 4'-1" ~ (\\ T
4' 6" '1'-6" 4'-6"- q'-IO" 2' I" 11'-10" 2'-1" 1'-10" 8'-2" 2'-0' r-- \U tr
. 62" 4' . ~ !;:
'" ....
""'"'"" FLOOR "VI", AREA 110' OQ. FO. ~~ !
L L ~
G x
...c G 2
() ~
SHT No.
5
OF 5
I
. I
I
Z . i
()
f- I
I
D- ,
Q'
'-1
\f)
'~'l"~
d ~ CORNER AN[' PARTITION POSTS -;a #
RAFTERS AND CEIL ~Jti~
~~f
TOP PLA~ ., JOISTS OR APPROVE "'" ~TOP PLA TE- ~
ROOF TRUSS ~
NOTE. TOP PLAT - TOP PLA ~&1
A THIRD STUD AND/OR PARTITION INTERSECTIN6 ~
SECOND STORY BACKIN6 SruDS SHALL BE PERMITTED TO BE
SEE DRILLlN6 AND OMITTED THROU6H THE USE OF HOOD BAGKUP ~
NOTGHIN6 PROVISIONS CLEATS OR METAL DRYHALL CLIPS THAT HILL /.:/
JOIST IS PERMITTED T SERVE AS AIDEQUATE BACKlN6 FOR THE FAGIN6 :;;. STUD :;;. STUD
FLOOR JOIST-BE GUT OR NOTGHED HALL STUD- MATERIAL.
SEE DRILLlN6 AND BETA LIMITS "
SEE DRI LLI N6 AND z .
BOTTOM PLA~I . NOTGHIN6 PROVISIONS , ()
NOTGHIN6 PROVISIONS BORED HOLE MAX ~ BORED HOLE MAX ~~
HFGM SECTION ~3.11.1 ,"" HFGM SECTION 34.1.11 FRA~1ING DETAILS DIAMETER 60% DIAMETER 40% f-
I",IA <;PA~I 1_ OF STUD DEPTH OF STUD DEPTH 0...
,,- ~ 0 * ~R BLOGKIN6 5/8" MIN. TO ED6E 5/8" MIN. TO ED6E 10- Di
\,)
TOP PLA/ \BAND JOIST ~OIST ENDS TO BE lfl
I -5/8" MIN TO ED6E 5/8" MIN TO ED6E UJ
BLOGKED A6AINST ), D
AND BRID61N6 ROTATION IN ACGORDANGE )
OR BLOGKI N6 SEE HFGM SECTION 3.3 HITH HFCM 33 1.3-END RESTRAINT NOTCH MUST NOT EXGEED I/ NOTGH MUST NOT EXGEED ~ V
AND 3.314 BRID61N6 16d NAIL AT 24" OG ~ r 6YPSM BOARD INSTALLED IN 40% OF STUD DEPTH 25% OF STUD DEPTH
BEARIN6 AGGORDANGE HITH HFCM TABLE 3.1 ,
HALL
Vi IN.x4 IN. RIBBON J II ~'::/ ..-/ I
LAP JOIST 3 IN MIN. GUT INTO STUD - BORED HOLES SHALL NOT -./ ;;;)- BORED HOLES SHALL NOT J V IF HOLE IS BETHEEN 40% AND 60% ,
/BOTTOM PLATE FOR FIRE BLOG~:,N6 \ OF STUD DEPTIiJ THEN STUD MUST BE
BAND JOI~;~ HOOD STRUCTURAL PANEL BE LOC A TED IN THE SAME BE LOCATED I N THE SAME DOUBLE AND N MORE THAN THO >
OR BLOCK I ..... GROSS SECTION OF GUT OR GROSS SECTION OF CUT 0'< SUCGESSIVE STUDS ARE DOUBLED
. . INSTALLED IN AGGORDANGE AND SO BORED UJ
JOIST '. . ~d NAIL AT 6" OC HI TH I,FeM TABLE 3 I NOTGH IN STUD ,c' --?- NOTGH IN STUD 9 Di
SILL PLA . . '\SUBFLOOR ~ ALL PANEL ED6ES) -.q;..-
CRAHL SPAGE 8d NAIL AT 12" 0 C. ON ALL
. OR BASEMENT FRAMIN6 MEMBERS NOT AT v,FC/VI ICjCJS SBC HlbH HIND EDITION HFCI'1 ICJCJS SBC HIGH HIND EDITION
. FOUNDATION . MONOL. THIC PANEL ED6ES
L tJ- SLAB-ON-6RADE SEC TION 3.4,3.1,1 SECTION 3.4,1,1,/ FIGURE 3,2B
FOUND A TION 10) OUTSIDE CORNER DETAil
EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMIT A TIONS NOTCHING AND BORED HOLE LIMIT A TIONS
PLATFORM FRAMING INTERMEDIA TE BAllOOf, FRAMNG FOR INTERIOR NONBEARING HALLS FOR EXTERIOR HALLS AND BEARING HALLS .
BEARING HAll ^ .
V ~ROOF FRAMI; ;OUBLE TOP ~ ""'"
TYPICAL HALL, FLOOR /\ND ROOf FRAI'11NG 2x4 CONTINUOUS 1J:Jf-
LATERAL BRAGE AT 6' 0 G.
nOIST~ 1/ TRUSS OR CEILlN6 JOIST \.f)W
ENDHALL -........
[/,-
. ,
(TABLE 3.1 HFCM HIGH HIND EDITION) The design of thl5 5tructure 15 based upon preScriptive approach u51ng the GENERAL NOTES
NAILING S'HEDULE Hood Frome Construction Monuol (HFCM) published by The American Fore5t ond
v Poper AS50c.latlon. I A
. . II works sholl be per-formod In oc.c.ordanc.e l-olrth all state
NUMBER OF NAil S Non-strw..tural elements are oosed upon The Ne.j.o.j York State Residential Gode munlc.lpal, 10Gal zoning and blJlldlng c.odes and ordlnanc.es ' r41t
JOINT DESCRIPTION - NAIL SPACING Jonuor\ 2003 hovlng Jurl5dlotlon and be5t 5tondord5 of con5tructlon
For the Climatic.. and Geographlc.al Desdgn Crlter-Ia, see Tale R30l 2(1) on Gover prac.tlc.e.
RAFTER TO TOP PLATE (TOE-NAILED) 4 Bd PER RAFTER ~hell el The Amerloon In5tltute 01 Arc.hlteot5 Condltlon5 5hall appl\
_ -- non engIneered lumber to t:e Douglas Flr#2 or better to all Nark performed on this project
CEILING JOIST TO TOP PLATE (TOE-NAILED) 4 I'Jd PER JOIST u__~_" Hind Limltotlons~Sectlon R301.21 " 2 The Gontrador 5holl verlF\ oil conditions at the 5lte An\
CEILING JOIST TO PARALLEL RAFTER ( FAGE NAILED) q-16d EAGH LAP ~eslgn CrIterIa SeGtton R~OI.2.'.1. (See Table R3012.1.2 for Wind-Born Debrb dlsc.repanc.les must be brought to the attention of the Architect
Cj 16d rotedlon prior to c.ommencement of cone.tructlon The Contractor sholl be
CEILING JOIST OVER PARTITIONS (FACE-NAILED)" "_ EACH LAP ______ Fa5tenlng Schedule For Hood Struclural Panel5) re5ponslble for wrredlon5 not reported onoe he has started Hork
COLLAR TIE TO RAFTER (FACE NAILED) 0 "l'Jd PER TIE Dead Load-Section R3013 except For hidden Job conditions <' ~ Z
. ,- _\ -8 - . --- L~ve Load-Sec.tlon P3014 3 Contractor shall guarantee to the OIo-H1er that all materials and I'-~ ~ 0
BLOGKIN6 TO RAFTER (TOE-NAILED) _.___._ 2 d __ EAc.H END Light and Ventllatlon-Sedlan R303 equipment Incorporated In the Nork will be new, and that all Nork ~ _
TRIM BOARD TO RAFTER (END-NAILED) ]-Iod _ EACH END ~Inl~um HRoo~_~e~-se~o~ R304 Hili be of good quollt~, Free From Foult5 ond defed5 for a period Ii:
- el ng elg ec on 0 of one year form the date of the finol Certificate of OCCl)panc~.
HALL FRAMING SanItation-Section R306 4. The Architect shall not be responsible for the c.onstructlon means, ~ (i
TOP PLATE TO TOP PLATE (FACE-NAILED) 2-lbd (SEE NOTE I) PER FOOT ~"et ~~h ~Ind ~~;gr Opace-Sectlon R30' method, teohnlques, 5eq,enoes or prooedure5, or for Ihe saFet\ V ~
. ,. -, 4- _ ollng ec on prec..autfons and programs In c.onnedlon with the Hork, and he ~ W
TOP PLATE AT INTCRSECTION IFACE-NAILEDI lod _ JOINTS EACH SIDE Garoges and Corport5-Sectlon R30q _ shall not be re5ponslble For tile contradors follcre to carr\ oul D
STIJD TO Sl1JD (FACE-NAILED) _ 2-16d 24' 0 G _ ~1~~~:~~~nE~~fe and Re~L.ve Openlng-Sel-tlon R310 the !<<lork In oc.cordanc..e with the c.onstruc..tlon doc.uments The ~ .
' ,- " -- Arc.hltec.t shall not be responsible for the ads or omIssion by
HEADER TO HEADER rfA.C.E-NAILED) Ibd 16" G.C. ALONG EDGES Landlng-Sedlan R312 the c.ontrac.tor N.o c.hanges shall be made In the dowments _ ,
Ra s-Sec.tlon R313 .
. 3 16d H d II Se tl R315 consent of the Archltec.t.
- PER 2X6 STUD ~~r~~-~c.~IO~nR316 5. The 6ontrOGtor and all subcontractors shall maIntain c.ontlnuous ~
4-16d PER 2X8 STIJD Smoke Alarms-Sec.tlon R311 1l15uranc.8 c.overogo statutorlj pollcles (v-brker
Foam plastlc-Sedlon R518 CompensatIon, etc.) and general IIQblllt~ In an mount not
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKIN6 Flame Opreod and Smoke-Section R31q le55 than' 5 million and automobile lIablllt\ ond damoge ~ ~
( FACE-NAILED) ]-16d (SEE NOTE 12) PER FOOT Il15ulotlon-Sedlon R320 coverage not 1"55 thon . 2 million. The Arohlteot 5holl be ~
FLOOR FRAMING DwellIng UnIt Separatlon-Sedlon R321 nameq Insured on an~ and all polIcies ~ % FLu- OR T/-) FLOOR (1' . .
... ---;-- Moisture Vapor Retarders-Sedion R322 6. Provide 0025" aluminum t~rmlt.e shield over fibrous ~ L-
JOIST TO SILL TOP PLATE TO GIRDER (TOE-NAILED) 4-l'Jd ___ PER JOIST Protedloo Against Dew\-Sedion R323 In5ulatlon at all perimeter sills SIMSON S~PONS - TIE ~ ~
BRIDGING TO JOIST (TTOE-NAILED) 2-l'Jd EAC~ END Protection ."galn5t Termltes-Sedlon R324 " 1. All Hood In wntad Hlth conorete or m050nr\ to be Holmanlzed MSTA36 I ~ CONNECT' ON '
- Site Address-Section R325 or pressure Greosotecl.
BLOCKING TO SILL OR TOP PLATE iTOE-NAILED) 3-16d EACH BLOCK Acce5slblllt\-SedIOn R326 /? A 51ngle station 5moke detedor alarm de'lIce 5hall be Installed %
L1EDGER STRIP TO BEAM (FArE-NAILED) --. 3-16d EAGH JOIST Flood Re.slsLant Construction-Section R327 In eac.h bedroom. on all floors and shell! be all Interc.onnBc.t.ed per c::.ode. t"---..
v __ __ .. _._____ Cl. All bathroom ~fthout operable ~lndONS to be mec.hanlc::.oll~ ventlJated I ...........
- JOIST ON LEDGER TO BEAM (TOE-NA.ILED) 3-Bd PER JOIST Foundatlon-Ghopter 4 (15 per NeH York Stote Gode
BA"M JOIST TOJOIST IEIND-NAILeD)) ----.- 3-16d PER JOIST -. Design based upon presumptive load bearing values of sand~ gravel (Jnd or 10 Heating to be designed to prOVide 70 de-greBs F. with outdoor
I"U/ _ ___~ grovel at 3000 pounds deSIgned air-temperature of 0 d~9rees F. and 15 t'-1PH Nlnd I AV
.. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d PER JOIST per square foot Contrac.tor to consult Architect If dlfferent soli materials are II. All elec..trlc::.ol Nark to be In ac.c.ordanGB to the rules and V'
--- . found upon eXG.Qvatlon, regulation of NY.BFU and a N.YBF.U. c.ert!fIGate Is ~' --...
ROOF SHEA1H1N6 or test hole, for alternatIve footing and foundation ,",all design to bt!: presented to the Owner at the completion of the job f-
STRJK;~ PANELS I'Jd (SEE TABLE 3 B) 12. Plumbing In5tallatlon to compl\ Hlth State ond Lowl wdes W I
FoundatIon Notes: and the seHage d!sposal system to meet Health Department stclndards UJ r-
DIAGONAL BOARD SHEATHING GonGrete for foundation Io-lalls and footing Is to be air entrained In accordance 13. Do not scale droNlngs Use figure dImensions onl~ W
IlOX6" OR 1"Xl)" 2-Bd PER ::xJPPORT Nlth Sec.tlon 402.2 and Table 4022 14. All ~ork to c.onform to the rules and regulatIons of the NeH York ~ I r\
II II - 3-8d PEP SUPPORT 1/2" Anc.hor Bolts (SSTB-28J See chart on this aheet for sp(Klng Energy Conversation c.onstructlon Code. All glazed area to be double \U
I Xl0 OR HIDER ___ ___.__ _ Anc.hor bolts are to be loc.ated Nlthln 12" from the ends of eQe-h plate section. glazed and all exterior door to hove Insulated c.ores_ Z
~ --T-- the Godes mlnlmum standards I .,
GIOC"M I.I^LLBOA' -- 5d COOLERS I" EDGE / 10" FIELD to be provided for eooh anohor bolt, In aocordonoe Hlth 32.2 3 01 the Iq% I~ ~ d . . .-
l-.:,.v rV'\ '\KU 'edition of l^FCM. U IIIese ra~lngs and speclflc.ollon are Instruments of se:rvlc.e and V ~ <(
.. ViALL SHEATIHN6 8" poured Goncrate foundatlon '-'011, 8'-0" high, 3000 "" test shall remain the propert~ of the Arc.hltec.t Hhether the projec.t for 0.1 ((\
" () Minimum depth-Section 40B lA, 4E>' minimum c.overog8 to top of footing ~hlGh they made Is exec.uted or not. The~ ma~ not be used ~ LL \j J
STRUCTURAL PANELS 8d SEE TABLE 3q 16"xb" pOVl'"'ed conc.rete Io-lall footings, 3000- test on an~ other projoc.t exc.ept b~ written authorization of the Archltec.t. ~ D
FIREBOARD PANELS 2-1 3/4"xll 1/8" MIGrolam 61rder (or 3 1/2"xll 1/8" PONer Beam) 17 Arc.hlted has not been retaIned for site supervision, on-site
It 6d I! E I 6" FIELD 4" poured conc.rete floor slab with bx6x*IO mesh and vapor barrier lnspec.tlon and c.ertlflc.atlons as required or requested OJ the Owner, /~ .. () I
1/16 3 EDG Domp prooFing ot exterlar Foundotlon belOH grode-Sedlon R406 oootractor or lowl building deportment ""./ SII' ON S TRONS - TIE f-- ---l
25Fl2" _ Bd 3" EDGE 10" FIELD 30"x30"xI2" deep poured oooorete wlumn 100tlng5. 30000 test _ \..:: ~ MT 12 _
GIPSUM HALLBOARD 5d COOLERS I" EDGE / 10" FIELD Ma50nrlj ohlrme\ 15 to be scpported b\ conorete or 50lid ma50nr\ di 12" minimum 2::
HARDBOARD Bd (SEE TABLE 3.Q) thlokne55 ond extending 6" be\ond eaoh .Ide of the ohlmne\ In aaordanoe Hlth UPLIFT - GONTINUOUS PATH CONNEGTORS ~ ~ ~ ::J <(
~d (SE BLE 3") RIOOI.I.I and Figure R 1003.1. ~ ~1" "'lltI_ D L
PARTICLEBOARD PANEL "'ETA." USE SIMPSON STRONG-TIE GONNECTORS "" ' ,.... . Z r-
DIAGONAL BOARD SHEATHING Dec.k and porc.h footIngs as not~d, 3000# test, 4BLI mInImum oorled depth FOLLOIt'l PRODUCT SELECTION GUIDE AND ~" ' W
INSTALLATION NANUAL FOR HIGH NIND RESISTANT f"\ " '~ W
111.><6" OR 111)(811 2-8d PER SlJPPORT FoundatIon wall to extend a minimum 8" above finished grade CONSTRUGTION CATAL06 G-HYV2 D
I'XIO' OR NIDER 3-l'Jd PER SUPPORT All footing to be wrrled dOHn to undl5turbed 5011 L TP4 D
No Footing shall be 5et higher thon a 30 degree angle from on~ o'her footing ANCHOR BOLTS IN FOUNDATION USE. ~ ""- ~ " A' D
FLOOR SHEATH I is Pour no concrete on frozen ground or In freeZing Nater.' SSTB2B ~ITH BEARING PLATE, SEE FOUNDATION:. ~ ~~... ... "
STRUGllJRAL PANELS ProvIde 3 1/2' steel loll~ Golumns. NOTES FOR SPACiNG ~~................
, b II II Bac.kflll shall not be ploc.ed against the Noll untll the wall has svffhlent L TP4 \!!
, OR LESS d b EDGE 112 FIELD strength and ha5 been onGhored to the floor aboVe, or has been slfflclentl~ SJLL PL~TE TO RIM -.JOIST USE:
GREATen THAN I" IOd 0" EDGE /6" FIELD braoed to prevent damage b\ the baok/1I1 (Section R404.11) " ~~4~~~C AT EXTERIOR PERIMETER I' ,
~ Floors - l^FCM Prescriptive Method 6E/HOJSE COMMON ~LL ~ .
I"X6" OR 1")(8" " 2-8d I PER SUPPORT EDITION. GARAGE STUD GARAGE SILL PLATE USE II ~"~ SM fFi:/f.~"
I"XIO" OR I.IIDER 3-Bd I PER SUPPORT Deaft 5topplng - Seotlon R502.12 SSP CONNEGTOR AT 16" OG .,.<<' ;;;;~ O,~\0.A
n Flr~ bloc.kfng - Section R502 13 U' . '~i:"'~ X~ " "'''-' _
I. NAIL REGlUIREMENTS AREA BASED ON HALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE IF "IALL SHEATHING IS NAILED 3" SE (4}-/?d NAILS AT EACH END .-/ - :" ,:':.:~J ..-.--
ON-CENTER AT THE PANEL EDeE Floor Gonstruc.tlon. /' .... ILL ' '" ,,.,-,1.;J}Jl
TO 06TAIN HIGHER~HEAR CAPACITIES NAILINo REGlUIREMENTS FOR STRUCTURAL NEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS 3/4" OSB pl~HOOd sub Floor, fasten per Table 3.1 HFGM _~ RIM ~OIST" TO STUD GONNEGTION USE, S PLA TE TORI M JO I ST AND .~;<;'~11
SUCH AS SHEAR PLATE5 Floor JOistS: see FoundatIon and Floor Plans, spac.lng as noted HTS 12, 16 O.C. 'Ih .Qi'y~-;r
. Fa5ten per Tobie" I HFCM USE (4}-/?d NAILS AT EAGH END ,/ R I '-/I JO I ST TO SUN d' "" ,,1,t
SHALL BE USED TO MAINTAIN THE LOAD PATH. 2-2x6 CCA 5111 Hlth termite shield ond sill seal FLOOR TO FLOOR CONNECTION USE, " 1'1 T D CO NEC T ION /o~~EO o. 024~"p
2. HHEN HALL. SHEATHING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED Nl!MBER OF NAILS SHALL BE PERMITED TO BE REDUGED TO Flnl5h floor5 per ogreem"nt. MSTA 36, 16" O.C. o!:~
l-6d NAIL PER FOOT. USE (4}-/?d NAILS AT EAGH END
( E 3 A"'F H I_IIN N) 'HoII wnstruotlon - HFCM Pre50rlptlve Method
TABL 2 n CM HIG n DEDITIO Hall Framing and finishing 5holl be nolled and or soreH"d In OGcordanGe ,lth RAPrER TO STUD CONNEGTION USE
SILL OR BOTTM PLATE TO FOUND A TION ANCOR BOLT CONNECTIONS RESISTING LATERAL Tobl" 31 HfCM MTS 12. EAGH ROOF RAFTER / SIMSON STRONG - TIE i-
Ix6 FasCia, Hrap USE B Ibd NAILS AT EAGH END MTS30 OR MSTl2 1: 0-
~ SHEAR LOADS Overhongs a5 noted -"". _ RAFTER TO RIDGE TO RAFTER GONNEGTION USE, \) .,
ANCHOR BOLT CONNEC TIO FOUNDA TION BRACING-HALL PERMITER MAXIMUM ANCOR BOLT SPACING Vln~1 vented sofFlt5 . H1 EACH ROOF RAFTER ,>,
Aluminum gutters and leaders.5ldlng' see ElevaL1ons. ""'Vl
SUPPORTING EDGE NAIL SPACING (IN) (1/2 ANCOR BOLTS) T\vek hausewrop DECK POST TO GONGRETE GONNECTION USE. Z Q
1/2" pl~Nood sheathIng, see fastening schedule, Table 3.1 HFGM. PBS44A FOR EACH POST _ 3: z
"" ~A~ W ~^"O" , "'~~ ~ --I ~ I '''"",~. " OH," ,.A - A"' ~~,. ,.A .'"' S IUD 1 0 ROOF RAFTER < ~ 0
(GRAHL SPAGE OR BASEMENT) 2 STORY 23 23 1,2" Gypsum Nail board DEGK POST TO GIRDER GONNEGTION USE, [i LL 0
-- 5//?"T\pe X GHB In garage PG44 FOR EACH POST (- ONNE,r T I ON T .\t)' co - 8 D .,
HALL BOTTOM PLATE TO FOUNDATION 1-2 STORY 3 Iq 1/2" HR 61^S In Het areas ,-""I _ _u /.-, _1L. t 3._
(5LAB-oN-GRADE) 6 I 36 A.t least one Hlndow In eQGh sleeping room shall Gompl', Hltl the e'xlt r'eqlllrements 61RDER TO DECK -..IOIST CONNECTION USE.
, NTSI2 " EACH ~OIST _
NO'TE, MAX 12" FROM EACH GORNER AND EAGH SPLICE, PROVIDE BEA.RING PLATE BY SIMPSON ,SEE DETAIL. oNof ,seodtlolln R310d. t hi II ltat 1"1 D~02h(l) Fbi II d SHEA THING LOCATION STUD SPACING STRUCTURAL SHEA THING MAXIMUM NAIL SPACING
() e rl !ng an no c. rig m Ions n r gure f'.U or eor ng ~JQ 5 on _
TABLE 32 AHFCM HIGH HIND EDITION figure R 6026(2) For non _ bearing Holls "oY PuRDH POST TO DECK USE, OR PANEL SIDING FOR ad COMMON NAILS Il.
SILL OR BOTTM PLATE TO FOUNDATION ANCOR BOLT c:..ONNEC TIONS RESIS TI NG LA TERAL FolloH exterior wrner Framing de,oll Flg~re Rb0210 5 PS120 (AliGN HITH .JOIST BELOH! (SEE NOTE I! " IINGHES OC) (SEE NOTE 3) 11/2" ANGHOi< BOLTS) \f) IT I
~ SHEAR LOACJS Roof a5semblle. _ HFGM Presalptlve Method PORCH POST TO GIRDER USE. PS120 4" PERMITED E ( _, G " !:i
r --- 1 PORCH ROOF RAFTER TO GIRDER USE. 16 b SEE NOTES 3) --t--' r-
SHEA THING LOCATION STUD SPACING BRACING HALL PERMITER MAXI HUM NA.IL SPACIN0 I A5phalt 5trlp shlngle5 5holl hove minimum of olX (6) F05tenero per shingle (5eGl,on H2.5A AT EACH ROOF RAFTER . EDGE ZONE F b (SEE NOTE 3) E' '"
OR PANEL SIDING FOR 8d COMMON N.AILS ' RQ056) .- () \,) ~
Underpayment application (Section RCl05.2.1.) Mosonr~ chlmnel1ls to 00 supported by INTERIOR ZONE 16 E 6
(SEE NOTE I) (INCHES O.G) (SEE NOTE 3) i (1/2" ANGHOR BOL TS) For' roof slopes of tv.iO (2) units vertlGol In tHelv8 (12) unlt5 horizontal (17- conc.rete or solid masonrlJ of 12" F. ,_ ...c ~ l;
) , 12 rSEE NOTES 2} I d-
E 6 percent slope, mln thld:nes5 and extending 6" be~ond r- _
4" EDBE ZONE 16 up Lo fovr (4) units vertical t~elve (12) units horIzontal (33 -perc.ent slope ), each side of the c.hlmne~to be i1netd. The GABLE ENDYiALL RAKE AND RAKE TRUSS E 4 (SEE NOTE 4) ~
F 12 (SEE NOTE 2) vnderpa~ment Hnear material Is to be sl:alnles5 steel or F . --&--i ~
---- shall be tNO (2) lyers applied In the: folloHlng manner. Appl~ A IC\-Inch (4El3)strlp aluminum In ac.c.ordance ~'th UL 1lT1. See 4 (SEE NOTE 4) ~ l-
INTERIOR ZONE 16 E 6 ,of also 62424.1351zlng of venting 5~stem Is E= NAIL SPACING AT PANEL EDiSE (IN) L.- I
F 12 Ilmderla~ment felt lo~r5 with and startlng at the eave5, fQstenedsufflclentJ~ to to c.o\!lpl~ Hlth sedron 62421(504). F= NAIL SPAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL fiELD (IN) r- I
E- NAIL SPAGING AT PANEL EDGE (IN! Ihold In plooe Multiple Flue5 are to be In5talled In I FOR ROOF SHEATHIN6 HITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EAGH \f) -"-- I
F= NAIL SPAG1Ne AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 'StartIng at the eave . oppl~ 30- Inw HIde (<=114 mm( sheets of underlaljment, ac.c.ordance Hlth ROOI.I.c..hlmne~ fives SIDE OF THE ROOF PEAK, THE 4 FEET PEF?JMETER EDtSE ZONE ATTAGHtvlENT REQUIREMENTS SHALL BE USED i\\. I
I. FOR WALL 5HE:ATH1NtS HITH 4 FEET OF THE GORNER, THE 4 FEET EDGE ZONE ATTACHMENT 'overlapping connec.ted to more than on~ appllanc.e 2 TABULATED 12" G.C. NAIL SPACING A550MES SHEATHIN6 ATTAGHED TO RAFTER/TRU55 FRAMIN6 ~ '0 II
REGlUlREMENT5 SHALL BE USED. SUGc.esslve sheets Iq Inches (4.B3mm), and fastened SlJfflclentl~ to rold In plac.e ore to have Q c.ross sec.tlonal area not MEMBERS HITH 6>0.4CI. FOR FRAMING MEMBERS v-.lITH 0.42<6<O.4C1 THE NAILlNe SPACINGS SHALL BE REDlJC.ED L I;
2 TABULATED 12" DG. NAIL SPAGINtS ASSUMES S+-tEATHING ATTAGHED TO STUD FRAM1N6 MEMBEPS ."iITH For roof slopes or four (4) lKllts vertical In tNelve (12( unlt50 less than the GJrea of the largeg,t TO (:;1 INCHES 0 G_ ' 7""'\: L CQ I
e>o4Cf. FOR FRAMINlS I'-1EM6ER5 HlTH OA2<G<O.~ THE NAIL 'SPACINeS SHALL BE REDUCED TO 6' 0.0 Connec.tor plus 50% of the areas of the 3 TABULATED 6" OG. NAIL SPACING A5SUMES SHEATHING ATTAGHED TO RAFTER/TRlJSS FRAMING V X
3 FOR EXTERIOR PANEL 5!DIN6, GALVANIZED BOX NAILS SHALL BE PERMlTED TO BE 5I.JBSnn.JTED IIGe Protection (Sedron RCl0521.1) addItional chimney c.onnec.tors. Flue cross MEt-1BERS HITH 6>0.4<1. FOR FRAMING MEMBERS It'lITH OA2<G<OACf THE NAIUN6 SPACiNGS SHALL BE REDUC.ED ...c ~ 0 I' I
\ FOR COMMON ~IL IUnclerlQ~ff1ent In HIgh ~Ind (Sec.tlon P.C\OS.21 2) <:.ec.tlonal area Is to c.omply L->llth. ROOIII TO 4 INGHES O. G I '\ V CO ,
\ " IFlashlng (SeGtfon RQ052.8J Inlets to masonry chlmne~ are to compl~ 4 TABULATED 4" OG. NAIL SPACIN6 ASSUMES SHEATHING ATTAGHED TO RAFTER./TRJ)SS FRAMINe '-.J 0 i i
'I, Strvc.tJr'ol Floor f\"Iem8Der5 are not to be..:::.vt tJQf"ed o~ not.e-he>::! If' ~XGess O. "he dmltatlOf'lS speGI~led In Fig~02.b Guts r'\OtGhes and holes bored 1n IChlmne and fire lOGes _ Ch ter 10 ~Ith ROOII.3 MEMBERS HITH &>o4't FOR FRAMING MEMBERS HITH 042<6<04<1 THE NAILING SPACINGS SHALL BE REDUGED 0:. , II
enofnee;red ...ood pro::::ltGts are not oerrTllt:e.d .J"lless -:....e eF;eGts o. ~v':'~ pererrotlot'lS ere s.pe-clflc.aHj consldereGl In ':ne c:1eSlgn of merrbe:rs In ace-ord IF ~Eff P Ch OP c.h Tn 3 INCHES 0 C.
"I wi&; R5::J2 b.2 SWd drflllna and 'l<Y..Ghing are 0:5-0 :c ;:;~j,~ ....,~.. Qb02 f;; _ne('~ lc.lenc.y - apter II, see atto ed report." . . I !
. -. l~echanjlCQI - Ghapte~ i.J Exter-Ior air Intake Is to compl~ Hlth seclton RIG05 Strvc.tural framIng memebers s>upportlng the: c.hlmney are to be desIgned and relnforc.ed to support the addItIonal load, In s+-fT. NO'. /
!t&...~:::F..\O'" ma-...era' Ie ';C ~l.. .-(tT-..h geG:ior, R32S Cl"e: s :0 ra~e Q r'O"'e sp--eoc:l 'r';lex not to exce.eG 25 ....Im a smoi:.e Oe'leioped IndeX no': ~ exc::.eea 450 :6errera, Hec.hanlc..ol ~stem ~ Chapt.er 13 CJc..cordanc.e ~Ith R\0025 ,/
Te-50'l9 ald attetnate wst ~~'ooa n'l,.;';,~ ~~ .-t.:r' .~TI-': E04 S::Qr"\(j(yCl AI: exposeo Ins.ulatll::)f' materlOIS wstQllea or a:tJc::. floors ore :0 hoy'e a rnlnlrnvYI heating and cooling equipment - Chapter 14 , I
r.r'tu.a~ r:1d;ont H.iX of OJ2 l-ooOtt!(c..rr~2 Te:::ing \s w be c..~lec o..~ D:5 per AS""1'-1 E4'G 5~.cicrd Exterior InSl..dotlon flnls./"! system IS '.6 (_ornp:j ....lth R103.Q 'E>d1~lJst ~t~ - Chapter i5 Hall and Gelling fInishes are to have a flame 5prea~ classlflc.atlon not greater thean 200 In ac.c.ordance Hlth R3lCl.l and a ~moke developed Index not great.er than 450. t.est.lng and 2 I
lrieatne:r- res1Start sldf"lo a:~ ord minIM........ u-\lcl::"'e~<;;. ore :c '-OlT'f'!j >-l!t.h IcVle 1034 MoiSture IDp'Y retard<:. ere t:::' I?e lnStalled on the Narm in winter DuG~ ?jStem Ghaeter 16 alternate test mathods mus c.ompl~ Hlth ASTM Et)4standare All expo5od Insvlatlonmal:erlals Installed on attic::. floors are to have a mln, c.rltle-aJ radfant flux of 0.12 Hattl(an)2
Ide f t>-.- '-F'.'~' ,-- II...... '-......115 fl,. ~... r .'ce'Il:-"'5 r"""""""r'SM el8fl"l8lit5 of oJJe b.tlldlna trier-mal ""'''''el...",....... In oc.c.ordonc::.e .....lth R502b2 Stu~ Corrt:lU5tlon Air ~ Chapter II testing Is to be carried out a5 per ASRM E~10 slandard Exterior Insulation flnlsh s~5tem IS to compl~ wIth R103Cl
5 0 lll:: 11QV"":iOr' ~,Q. T ~o --... . ~ o::;.rs .---.~~-" oor. l.g ~~...... t:;, _ '-' ~,...-"", -. ~ GhlmneY$ and Vents _ Chapter 18
drlHing ana nOU:Nf'0t3 art!; also L ~I'j ...IFt, RbL/..:'b Plumbing _ Part VI! ,.
OF '2
. ~~
,'-<'
I
"''''f'
I
I
,
,
,
, ,
Z "'>"
()
f- ",
1
0- "
~ i
01
Ifl '
W ~
DI
I
,
~ ,.
I
'~-----~------ -'~'--------- I
"n -- _ _ I
ANCHOR ~ BOND HITH 1t5 REBAR I ~
@ 12" Q,G VERTICAL ro
, I >
" I W
o I h ~ I
<>C, r I
0'" I _
0- , 01
..J. I
LL",
. f- I Z
"'" I Sl,
?'~ I I:,: I
N I~ LLJ
I 1\5~
:Jj I '" I ~~ l ')
UJ I I UJ' <D '-- I
81 1"'>1;;;::0 2- ,_
-< ' "x f- I ,
- I 16, 8 - _ I
~I I""'LL llJ '
N D-<I"
~ ~: :~6iii
"""""" , , 1" D
I 1",'1:8
: J _ ~)
ANCHOR II: BOND WITH #5 REBAR I / 9' LLJ
o 12" O.G VERTICAL I / N
: ~ - rv'
- I "i l.-.L.
' ~ ~ ('()
- - - --1-_
~ -- .,
n, ^-,-~,.""~" , , L~ D "'
'.",OC._'~ ~,~"'''- " , ~ "' L
' , ."'0'_=" , ' ': '" l
' , ' '" " -
' L ~m'~ - -- nn - - C ~ n~" , ' '" Cl II 'I
' , ,'. ", [LW-
L~ , ~ ~ , , , ' "" , ' Cl Z'
' . , ,,~",. ~ " , ' " , 0' .
N I FOUNDATION I I I I LL
I HALL TO PROVIDE I - .- I I I I Q... C)
in I I 3'Xb'-8" EGGESS I , I I 'I I ,
j .-- I \ I I
2")(8" FLoOR :0 L I-~ - _ _ _ _ - - I IANGHOR ',~ND WITH *5 REBAR I I I I >
JOISTS.. 16" O.c. I/'I I ~ I" 12" O.c, V,\RTIGAL I : ,I I
/ I L___________ I \ I I I
I I I I ~----------I--- I,
I I I: I I I EXISTING PORCH I I "
\ I' I I I I IFOUNDATIONANDI : .I
I I I I I I I I SLAB TO REMAIN I I ~
I I ~~ I I / : I EXISTING FOOTIW!; I 1\1
/ I,' iS~ I I ;' I I SIZE AND DEPTH J I
i> I I 0( >1 I I / I I BELOH GRADE HIf'S I ;
9 I, 8~ I I I , 'BEEN FIELD VERIFIED I
/ II~;!) : I I I :BYARCHITECT , I
! I Nil I, I ' ; I
'I I ILlNEOF"'(OOD _____________
I, I pECK ARnVF I I I I'f\
I ~ 3- 2"XI0" CCA BIRDER .-\~ REVISION II I I ' I I 0
\ ------- I \ r- -- I I I I r-
\ ----------- I \ /' PIER FOOTING I I I ' ~ :L bL
' 1/ I I I Il. 0 7
.'-10" I I I 1 \ .x
" I I I "-
" I / REVISION II 2_ I; I
. '2'''' . PORro GONGRDE :,' EX;Sm"" FWNDAnON -', ' ': w f ~
BE ~ 0"" w." BELG" BRADEl, ,- ~.' W REMAON :' , , " < < ~ m
: ~ - - - - - - - - - - - - - _n_ - . /- _I I. - - - J : ( D ~ u. ~
" C 'J r' ~.
I \ I
l " ~ ~ -- W
22'-0" , " - - -- 12'-0" I.J) ...
. , .' 10" ~ I
,.,. ,. " H' N'. ~ -'-' ~
() () ~
-.C i
f- <:0 -
. -+.:> ~
' 2=
i
i 0_
"
I.J)-.C
<:0 ()
L L ~
G X
'-I::;:-T~:r II ~ G ~
rl.-. " \J 0..
,(}j FOUNDATION PLAN ':'; ""22. _
3 SCALE, 1/4" = 1'-0" [I.. __ ..~ SHT No.
rl. 'T
ie-, ."I'I,:JLD
-.-- - --- ::::2
---./1
OF 5