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FINAL 9RtDE GROUND--------
\,. f � BA:iEt•1EN-( OR PIT IY _--_---
--` � 41-6,1 4 MINo
APPROVED PITLESS ADAPTER OR i TO USER
DEVELOPMENTAL PLAN /
8AN#7ARY WELL SEAL GASKET �--�
CEMENT GRU UNION
O
HILL ACRES SHALL BE A SUBDIVI>3#ON, OF ONE-FAMILY HOMESP SEAL _
�q 101 MIN,
Ott .MIN• ..
\.
Ex .t.-';71VELYs THE ENTIRE PARCEL 'TO BE DEVELOPED WILL BE 107+ACRes_ ---- -
:f
VARIES
DESIGN DATA: `4v 1 ; SHALL BE BUBDIVIDED INTO .A MAXIMUM OF 39 LOTS AS FOLLOWS; I f
SECTION ONE �. g LOTS ArPROX• :i AC$E SIZED, APPROVED 5/26165 50 WELL ; <
INLET
fit.-flE ," alN
3EGTION TWO -1 LOTS FROM 1T5 TO 5 ACRE SIZED THIS SUBMISSION '� 1001 o TO TILE FIELDS & LEACH PITS \
c: �A L l I ,cN SOIL PROFILE: c
Nam. aF TES C `oT Q\T ��P�� t`•f SECTION 1HREE �7 LOTS OVER ,3 ACRES SIZED WITHIN YEARS
r t� 44 SP-u ?SS' i;v1�' DQC owe 1!e « _ 1 MlPJoTp SEPTIC TAUT{ y_.
t BAFFLE FLE __ _ I N i \
OUTLETI OUTLET 151 M1N.T0 HWY BOY
SPEC IF ICAT IONS: 4
1 td TYPICAL 101 MIN. TO ES
Z�p 3 .. QV " Sena Teat Hole Data lower le t PLAN
4 OUTLETS p ISTR I BUT EON -^
tg +VATER TABLE: 41 '+r t�, OeloW S 1 de t:,_ WATER SUPPLY: INDIVIDUAL-.PRIVATE TYPE
WATER TABLE
_
I C
7J _ REMOVABLE COVER
_ � Z.� Zo !! _ BOX NTS VARlrS
WELL SUPPLY: 6 D I A, SIZE OR i LL D KF_1_1_5 BAFFi.E . ,. . . -.: ... Cl
PERCOLATION RATE: 131 #No �
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See Pere. Data to l:ezt 3 m_4 - 0 7,i.rs. CASED IN SOILS GROUTED & SEALED AT JUNCTION OF ��., - ��4
y
� '" SEWAGE DISPOSAL: 7
CASING WITH LEDGE $ DRILLED
PORTION
= �' ,t. _ 1 • :_d CH 'K VA V ..VALVE STRAINER
Y . - P cEC L !: FOOT
I.
44
...,;._ „ !• z_.,. USED .t $ SEEP-.WEt L JE7
_ a s•a-� L M CAPACITY 5 GPM. ' —
,�'�(�a MINIMUM 1TY
- ••- •-' '- OUTLE7 � OR 1
FOR TILE FIELDS: 1 tvtlNo SOIL 1 < �. GALS]3F'/OA 1 " �'
1 f s£cT1oN a+13^�,-rSIc�LE ru^.1P TYPICAL 6 INCH
uw,tlG �t1FoSZt�l�Z aet S�PP�tEo t3`t SANITARY SYSTEMS : INDIVIDUAL-PRIVATE TYPENTS
G-woCS,,s A NJAil URAw\KEta on1 L wGiLS SEPTIC TANK. 10 1 1200
GALLON CAPACITY BUILT-IN
,,'�� ��•�
TILE FIELDS • 1 \ \
NO, BEDROOMS TOTAL. FLOW SEPTIC TANKS PLACE TYPE OR PRECAST CONCRETE TYPE AS MFGRD BY
MI No/ "' GALS USED TOTAL NO, LF
ot•4 -u 9 2 300 1; 77 40
1
i THE FORT MILLER Oi0•� OR EQUAL,
ROUND
�._Z,5 Fret. _ Q�ou�9a2S l�Ai� - �hN 4 } DISTRIBUTION BOXES: BUILT-IN PLACE TYPE OR PRECAST
Z:�-b• y..fJ� G GZAVgt .r-tr G�> t Y3 C, ice""' 11p�3@401f or 2@601f CONCRETE TYPE 1A, AS MFGRD BY THE FORT MILLER
`'t 6Q0 i000 000 � � Go. OR EQUAL, MANHOLE-1 1.2t1 MIN. LEN3TN - t
F ,NE SAo0 ---
i 1541..' 4�401± or 3@521r'
_ -
_a. �v-i�o • s?.>JO CiRJ►4El_ 5 750 F 7 /� �`soN t /
REMOVA9L�
-.. COVER t titi
...r — —..- r _'- t
i•2flQ 1931i 5M-401f or 4@501 " -
l\o tSS }J\c1G SAND SEWER PIPE: BITUMINOUS-.FIBER TYPE AS MFGRD BY
SEAL qit SEAL EAL � � 1 /
15 5-lai 3 G L-A.� _.
h .3 11 ' , t
133- 330 L,rtI-S-C E ` I y /
_.� WIDTH
ORANGEBURG OR EQUAL• INLET : 11 {-1 UID t , �' OUTLET lGGA� Iot•1 MA'\'-C"e9- S c.oa*1Tc(2co ►, � 3t.5 Fee—r, HOUSE 11'O SEPTIC TANK- 1Itt DtA• B#T-F!8 PIPE AT •4ILi !
A HOLE i B �o �� • 1/4 /FT PITCH$ MINIM-um, i L EL EA^1 TEE INLET I s ALL DESIGN AND DATA TO REQUIREMENTS AND STANDARDS OF THE SAN.7EE 1 ji:S�l
� 0 titla . 1) y. OUTLET \` 4`�"a
1 SEPTIC TANK TO D!SPOSAL- tl _
STATE OF NEW YORK DEPARTMENT OF HEALTH] STANDARDS FOR 1 gtt FT PITCH - 4" O 1A. BIT-FIB PIPE AT -
y�tr, ` oN LoT 20 WASTE TREATMENT WORKS= BULLETIN 10 PART I I I, INDIVIDUAL / � , M BAuFLE., 48 M1 ;.
�� ' MIN !F
7EEU OF LIQUID POU�sD ` '• '
DEPTH 811 ,A1N. IF s0LT-IN-PLACE
� � � � �jJJ`_Oc.Q-S HOUSEHOLD SYSTEMS (CURRENT !=D#TlON,• TILE FIELDS- 419 D!q PERFORATED BIT-FIB PIPE AT PLaN
r'. O' la Trcrc'T -- t•1 A+C9 PA
1\t? tjn GLFtha �oui�Sc SArtO 1/16 AFT PITCH* MAXIMUM
� 8L0- 1
STONE/GRAVEL: Wctl „• :o . 3F -ME,:'F
T AND 'HELL GRADED ROB GRAVE TYP ;AL _iEPT t:, T;t`'1K
t OF
.. #PE ��
C oo GAL LU.a S Qc Q t•{o JR- - ..0 CRUSHED
�
L arafi To sEAi T�:^:x
OR � 3 CRUSHED STONE.
$ tP C\L \rclE` --io Fc�T
SECTION
arms
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t.aY 12 <.rT THE
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1 / ✓ �L 10 M,N. TOWN OF Q'UEE�11SBURY
Vic.�. —
.: Tile Fi l:ds lcvF
- — - D 0, /
GROUND � 1_ -
f D (j GROUND MOUND FOR SETTLEMENT 10 Q e rir tour
QY' 1 11 t
` Z.
Elf
e P _ J S. . ii m /� 1/ �' TOp sO t l_ TOPSOIL - - T ILE I r ! I I I
` J i v hT I \1 li d --��-- d J$,I 1FS1i to ;2H'` EARTF 3AC(FfLL" - ' _ t iELD I 4 I ! f `"�y
/, 4 ii
3 �_ It
4. U S! -w-r,` EARTH a/C K L 1 g r _ _ -_ _ _ I I I I t g LY iI `A1
�. ,� V- o + UNTREATED BLDG PAPER< n'2 a. UNTRTO .'BLDG • 2n -
- - 1 I-- -- sT.Bx � 1 ----
5.. V d p Q 1 - - _ - - '4 _ t I C s T �7C
-- `s n p t H 2 -� --- -- PIPE 10 Ayy,sEpTo ? y r. �•/� A P o>+ J �GT10 f4 t
R" r :-` �.w, `w ' It �- P E RFy B L FAA 1P E- _ _ TK• t /�
(� o G 4 "'Q d PIPE ana 12u 20 MIN"y ', i'001 �', Q � �1 C. �L� � � � L.� IQGu.�S
5 X • . f dl`. G,' f, ti t P r M#N• +`
(3- 6 -12 STON ST - $ � t �"k v1 $ uF3Dtt7r5ronl owrJ�� gY
GRAVEL OR ONE
A
r i• _ (j 5' Ott 2Ytt a rZA#4•T
v MI • LO lTUDNAL SECTION
t
Q _ 24 N D W�• c c7 -- -
36�1 s �-_.
NG N 151, v+ �'•
U MIN 4 w a O� p� K
' WIDTH 7'p E e o E
�cNT i to L dge i _�I --- -
WELL - � 1 - � I
C 'x , WATER 11Ml. SC.A'�� �O�
WATER S iAl... " ) 1 -- - ----- - -
/. N i \
T ,:_ a + `r a/ - - -- _.. - C R 0 S S-S E C T 1 O N is j i�rl / �. ----- ------ _-f
•
}o Led"je .'
: BOUNDARY 17 �+�/� R�aE �..< a �.�1 �• _y ..
TYPICAL TILE FIELD
�3� '� CEO Kf1�2 A I A . f ,
.,�;w. .' '- F" _ $ ,`. :4', \ �•� + a......- _ ,•» -. \. { n •..\{ - - 1 ��'••.1 �,:, 1 :.._ { - -
US K
H 1' � RY
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' .•.v 4 - NTS I STRinET OR J, ,. CONSULTING ,.NG„"�tER
>� k0
206 GLEN STREET
7Yx :: P i r`AL LOTS
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-rR A � L
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NOV 21 S97
T04��'.•': wRY,
CODE
or o; t r vod, or believe r saw evidence of, �
s= , as hOLIS?S, Yvells, trees, fences, etc., r �O r
, ED #
k� u th,s � . ert. i al represent that ! hatie
F
nea distances set forth th diagram."
Q,
URE DA E i
a 7bl'yF1 F�Q EN
s
- l
GENERAL NOTES FRAMING NOTES FOUNDATION NOTES
s ALL CANTILEVERS TO BE A 3d RATIO a ALL FRAMING LUMBER MUST BE #2 AND BETTER SPF KD s ALL CONCRETE MUST REACH 3000 PSI AT 28 DAYS
s TOP OF FOUNDATION MUST BE MIN, OF 8' ABOVE GRADE OR BETTER. FOR SLABS WALLS,
s GRADE MUST SLOPE 6' IN 10' FROM ALL SIDE OF BUILDING s ALL SHEATHING MUST BE APA RATED s ALL FOOTINGS AND PIERS MUST BE ON UNDISTURBED
SOIL 48' BELOW GRADE OR BELOW LOCAL FROST DEPTH,
s ALL BEDROOMS MUST HAVE AT LEAST ONE EGRESS OPENING s ALL STUDS, JOIST, & RAFTERS 16' O.C. UNLESS
CLEAR OPENING 5.7 SO, FT, ABOVE AND BELOW GRADE OTHER WISE STATED. TRUSSES SPACED ACCORDING TO a FOOTINGS AND PIER SIZE BASED ON 2500 PSF BARING
MANUFACTURES SPECIFICATIONS. CAPACITY,
CLEAR OPENING 5,0 SO. FT. AT GRADE
MIN, 20' WIDE AND 24' HIGH s FLOOR JOIST MUST BE DOUBLED UNDER PARALLEL PARTITIONS, s FOUNDATION MUST BE PARGED MIN. OF 12' BELOW GRADE
SAFETY GLASS TO BE PROVIDED IF
BATH TUBS AROUND ALL FLOOR OPENINGS, AND DAMP PROOFED OR WATER PROOFED TO TOP OF
s
ONE PANE IS MORE THAN 9 SO. FT, s ALL LUMBER IN CONTACT WITH CONCRETE OR GRADE FOOTING WHICH EVER SOIL CONDITIONS DICTATE.
GLASS IS 18' OR LESS FROM FLOOR MUST BE TREATED, a UNLESS OTHERWISE NOTED SLABS WILL BE 4' THICK WITH
GLASS iS WITHIN 5' OF TUB OR SHOWER 6'X6' WELDED FABRIC, PLACED ON TOP OF 6 MIL POLY
e s HEADERS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS OVER 6' OF COMPACTED GRANULAR FILL,
EXHAUST FANS TO BE VENTED TO OUTSIDE WILL DOUBLE 2X10 WITH 1/2' PLY WOOD FILLER UNLESS STATED
s SMOKE DETECTOR DIRECT WIRED WITH BATTERY BACK UP. OTHER WISE, a ALL FOOTINGS WILL HAVE 3 PCS. OF #5 REBAR AT BOTTOM,
ONE IN EVERY BEDROOM,ONE ON EACH FLOOR ,AND a HEADERS WIDER THAN 610' WILL BE (3) 2X10 WITH 1/2' s ALL PIER FOOTINGS WILL HAVE 3 PCS. OF #5 REBAR IN EACH
WITHIN 10' OF BEDROOM DOOR IN HALLWAY ,AS WELL AS BASEMENT FILLER UNLESS STATED OTHERWISE, DIRECTION
e CARBON DIgXIDE DETECTOR ON LOWEST SLEEPING LEVEL s ALL OPENINGS WIDER THAN 4'0' MUST BE SUPPORTED s ALL CONCRETE WALLS WILL HAVE #5 REBAR SPACED APPROX.
e ATTIC ACCESS 30'X22' NOT IN CLOSET BY 2 JACK STUDS ON EACH SIDE. 48' APART,BARS SHALL BE VERTICAL AND TIED TO FOOTING PINS
s CRAWL SPACE ACCESS 18'X24' MIN, a EXTERIOR WALLS WILL BE 2X6 AND INTERIOR WALLS WILL BE s #5 REBAR TO DOWEL FOOTING TO WALL 48' O.C.
s GARAGE FIRE CODE 5/8' TYPE X GYP, BD., ON WALLS AND 2X4 UNLESS STATED OTHERWISE, s FOOTING DRAIN IF NEEDED MUST BE 4' PERFORATED PIPE
CEILING, TYPE X GYP, BD., ON HOUSE SIDE ON COMMON WALL, a PROVIDE BRIDGING AT MID SPAN OF JOIST 10' OR LONGER IN A MIN. OF 12. OF CRUSHED STONE. SLOPED 1/8' PER FOOT
3/4 HR. FIRE RATED DOOR SYSTEM WITH SELF CLOSING TO DRY WELL OR DAYLIGHT,
HINGES IN WALL COMMON WITH HOUSE, a ALL SUPPORT COLUMNS MUST MAINTAIN SOLID BLOCKING TO
s ICE AND WATER BARRIER COVERING 24' HORIZONTALLY FROM FOOTING OR FOUNDATION s BACK FILL SHALL NOT OCCUR BEFORE 28 DAYS OR FLOOR
OUTSIDE EDGE OF EXTERIOR WALLS s ALL INTERIOR DOORS SHOULD BE PLACED 6' FROM CLOSET SYSTEM IS IN PLACE.
a ALL.STAIRS SHALL HAVE CLOSED RISERS AND BE EQUIPPED WITH INTERSECTING WALL IF DIMENSION NOT PROVIDED
HANDRAIL PLACED 34' TO 38 ABOVE NOSING s 1/2' ANCHOR BOLTS MUST BE PLACED 48. D.C. AND WITH IN
s ALL EXTERIOR STEPS AND RAILINGS WILL BE DETERMINED 12' OF ANY CORNER AND A MIN, OF 7' IN THE WALL.
BY FINAL GRADE
NOTES FROM DESIGNER DESIGN LOADS
Structure Must be revlewed by a licensed engineer, ftMR LIVE LOAD 40 PsF Designer is not responsible any alteration to plan
made on site, Do not scale. FLOOR DEAD LWD io Psr
GROUND SNOW LOAD ----------w PSF
vw SPEED ---- — 90 MPH
12 12
12r -712
NOTICE
FOAM INSULATION MUST BE COVERED
BY A 15 MINUTE THERMAL BARRIER
TOVr'N OF OUEtIt �; ,� ; �}h. TMidT
Based on um lun'te ux<muna'fon,
com.- �.ce ardi,h our Fromm ants shall
not be con-,rued as ind'Z,,q the
TIC E plans and spec+tic2°j,n� are in full
KRAFT PAPER O compliance with the Uuil in Codes Of
INSULATION MUST BE New York State,
Zx6 wind brace COVERED BY NON-COMBUSTIBLE BARRIER
*mm by
kUH1 I MERILE LATTERELL
i
20 SUNSET TRAIL, QUEENSBURY NY
` COVER PAGE 71 1 of 4
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12 12 12 12
—) 6 12f —lit 6 f
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2x6 wind brace
{
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RIGHT ELEVATION REAR ELEVATION LEFT ELEVATION
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MERILE LATTERELL 9came
7
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20 SUNSET TRAIL, QUEENSBURY NY PW
ELEVATIONS 2 of 4
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3 ptY b�enin 3 pty PxiP
14' benh
ti � tCl
Wx20•xi0' foo*V 3 Pm 2f
of 04 rtbar each way 19, cons. plot
O O O 6x6 PO I L
S ' x I& treated pst
2' 3'-N — 1P'
i
30'
FOOTING PLAN
FLOOR FRAMING
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Ar- 12 16• rafters -- ---- 2x12 16• o,e. rafter
ex�tkp
deck
6'-6•
N
LIVING ROOM
3
T
S'
CW35 P9'-1•
(P y 9 1/2• tvq CW35
(2 ply 9 1fC lvq
= 30 3 pty 2x18 btah
ROOF FRAMING
FLOOR PLAN
Window & Door Schedule
W WINDOW SC 4MLE IS CHANGED VENT,LIGHT,AND EGRESS MUST X RECALCULATED
nkWow ANDERSEN 400 ser. doors therm tru
ROOM UNIT R.O. Q-Ty-il CLR. OPG, LIGHT I VENT I U-FACTOR
LIVING ROOM CW25 4'9' X 5'0 3/8' 2 8.6 16,0 16.7 ,31 M E R I L E L A T T E R E L L a�
LIVING ROOM CW35 7'1 1/8' X 5'0 3/8 1 2 1 816 27.6 1 16.7 1 .31 • .
20 SUNSET TRAIL, QUEENSBURY NY
PLAN VIEWS 3 of 4
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2x6 collar tie
x12 16' o,c, o s b
2 rows of ice & water, 15 lb,
f elt, 30 yr, shingles and yyyyyyyyyyyyy
continuos ridge vent and
proper vent
W gyp, br, with r38 Ins,
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2x6 sub f acsia,with f ascia
and vented sof f it match
f
new trapezoid 3'0'x2'0'
4
t 1,
a -
2x6 16' o.c„ 3fil osb,
match existing siding
)6' gyp. brd. Match existing
with r21 Ins 6'-8'
existing
t
SUB FLOOR patio dr.
5j' x 11j' treated psl 2x10 16' mc,,r30 ins.,J' hi-r,
and treated plywood
existing wall assembly
6x6 treated post
12' conc, pier
10'X20' cont, footing with "
3 rows of #4 rebar
• •T i
drorn by
MERILE LATTERELL
SECTION A-A
20 SUNSET TRAIL, QUEENSBURY NY
4 of 4
SECTION
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