septict°`4
TOTAL LOT AREA
TowndQaerlbory7428ayA�414ax4Qwdlb .W 12604 (518)761 -SM
Town ofQu*WmbW742 Bay Road QMMIDllw, W l 761.8298
��-
eor*ww29AtleeolWbn
WASTEWATER SYSTEM DESIGN
mllMeatl'COde: Pled.May 222D19
CHANGE IN
IMPERVIOUS AREAS
Awa vartalde No.20-M& Wolin Dw ak
TO: Rdoh Bsaak nlo�Eerlae tbbhBmdl
2 584 SF
Z
VillGW Ablow 40Akeyurre
FOUR BEDROOM RESIDENCE
Gre« 9C 29650
2,740 SF
2,740 SF
coL plrylealaraMpTrarlaleH•Cb? No Wialso wr. beeeeareated7 Ikeaedoy
dated th. se. tr, na4 eelaareafed.
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH,
Orry adapted thk 22'• dal d Mal. 21113, ay ft lelarkg vote:
doledaM0and IeewMedMbbe�C
5,324 SF
4,389 SF
AI I.t. lblea tea. Ke, W. Naogrt Mr. Hw" M r.1614 Mr. Gmarrd, Mr. Jadndd
Asa Valence No.23.2D13 Robintt"rak
3.0 GPM MAX. FAUCETS)
Memrra Dote: ww)udw.Mw222D1s
='
treroalead bVW4hod
»tr�rely.
DESIGN FLOW - 110 GPD/BEDROOM
4D Imo. we mehucbm d o 1,72D bot
Atexy applaalpoparee .Wore rYle tomM
tK.Mm daalmeld G+dmv)
doelkv with m 864aarae fod atotl id aaa7e wtimwasaeloalea by Bre h,Me d2a12
Ou0wdmVZ-ft oasaApp.w
Mid oar ocrmIofpprwal. Baoorw mrd amtom Ble two parch. Thewlef
TOTAL SYSTEM DESIGN FLOW - 440 GPD
DS OF
---------- -
REPUTED W
�"m
PAVO
SEPTIC TANK - PROPOSED 1,250 GAL PRECAST CONCRETE
- FORMERLY
qOOTHa,,NF.D
amibh» Bfe two bb area a lag" Awd parcel. I dmYeea hwRwy cold rely ooh aw
y��leLE)
od-way. VMltpFod"muMo*cMohan olntwrMyUoenod9 No.Ift*"beia
the V06WM q*MM IIVI faraa(1) year ft. be deft dcpgw�d. Ycumayrequeetan
�INEyyAY
LEACH FIELD - PIPE IN STONE ABSORPTION TRENCHES
-
NOW ETER E• PA E 00
Not
Codempen
Codes Pewoarl. SubeeWaretalaroedAWhetPmMb trGldro bulbpParr4bare
DESIGN PERCOLATION RATE = 1-5 MIN/IN
Pape Ld 2
Paco 2 d2
U6ER 4275,252.00-x.73
MAP'
AppwddMappBmBm lrrawflatMappBealodeao"aglywrakldkgpwnelaba
' '
'
a
byboOmereuryllh Board)
APPLI CA TION RATE = 1.2 GPD/SF
TAX
ABSORPTION AREA REQUIRED = 367 SF
PR
L
. VEGETATEDSWALE, PINE
__
15 MPF{: _-
_ 2' WIDE _TRENCH _LENGTH REQUIRED_ 184 LF,
Q _
SEED S INSTALL STRAW .
SIGN
USE 4 TRENCHES AT 50' LONG (200 LF)
ER
NOR
ON CONTROL BLANKETS,
AMERICAN GREEN S1508N
POTABLE WATER SUPPLY TO BE ON-SITE WELL
TOPSOIL, SEED & INSTALL STRAW
MAINTAIN 100' MIN. SEPARATION TO ABSORPTION FIELD
tA "..,,•
EROSION CONTROL BLANKETS % . �\ \
PIPk
MAINTAIN 50' MIN. SEPARATION TO SEPTIC TANK
-OPE
•
ON FILL SL C 3d.
NORTH AMERICAN GREEN S15OBN PI E''
+ - ,.,»
PIPE
FOUND
;O
'i fs4,600
,'
�FrA�
F°SND
DRILLEV
"
4" MIN TOPSOIL OVER THE
DISTURBANCE LIMIT; SF
:'•..
\
ENTIRE ABSORPTION FI
FIELD,
. (NOT INCLUDING STORMWATER
i MAN466MENT AND WASTEWATER SYSTEM
8 $g'00"
............. . .• wow.' �� '�
E
EE ES SH TUR
SEED & ESTABLISH
towed d
TOTAL LOT AREA
TowndQaerlbory7428ayA�414ax4Qwdlb .W 12604 (518)761 -SM
Town ofQu*WmbW742 Bay Road QMMIDllw, W l 761.8298
��-
eor*ww29AtleeolWbn
E)QSTING
IMPERVIOUS AREAS
mllMeatl'COde: Pled.May 222D19
CHANGE IN
IMPERVIOUS AREAS
Awa vartalde No.20-M& Wolin Dw ak
TO: Rdoh Bsaak nlo�Eerlae tbbhBmdl
2 584 SF
Z
VillGW Ablow 40Akeyurre
HARD SURFACES
Gre« 9C 29650
2,740 SF
2,740 SF
coL plrylealaraMpTrarlaleH•Cb? No Wialso wr. beeeeareated7 Ikeaedoy
dated th. se. tr, na4 eelaareafed.
IM iiweMreylkerlb/eaddApOeri lb wrYrWbbbMlp wglrleldMbeiow
Orry adapted thk 22'• dal d Mal. 21113, ay ft lelarkg vote:
doledaM0and IeewMedMbbe�C
5,324 SF
4,389 SF
AI I.t. lblea tea. Ke, W. Naogrt Mr. Hw" M r.1614 Mr. Gmarrd, Mr. Jadndd
Asa Valence No.23.2D13 Robintt"rak
NOES: NI
Memrra Dote: ww)udw.Mw222D1s
treroalead bVW4hod
»tr�rely.
Garold dw an ed fortaodoplbn. e.carlded MROrKdd Kyle:
4D Imo. we mehucbm d o 1,72D bot
Atexy applaalpoparee .Wore rYle tomM
tK.Mm daalmeld G+dmv)
doelkv with m 864aarae fod atotl id aaa7e wtimwasaeloalea by Bre h,Me d2a12
Ou0wdmVZ-ft oasaApp.w
Mid oar ocrmIofpprwal. Baoorw mrd amtom Ble two parch. Thewlef
- .-oq=tem-wa�jOlDk&M dka+q.rmov6.eda4-wler
---------- -
7LPMpowd2S.rW ofSD Relsfforfufeayad n®arJr a 32 bM: wgL*W h lm feet.
�"m
Cc: CMxa Carrhuclbn Co. Inc.
too to 6w applaai m not � not#*bomft#W bawta Ioo 0lo
amibh» Bfe two bb area a lag" Awd parcel. I dmYeea hwRwy cold rely ooh aw
od-way. VMltpFod"muMo*cMohan olntwrMyUoenod9 No.Ift*"beia
the V06WM q*MM IIVI faraa(1) year ft. be deft dcpgw�d. Ycumayrequeetan
NasaddBon. wthewNwdmAxIcr W Bwaltlbenwdmale. tHpe»wareettgw
Mention dapprwaa bekre the a) em Y90I*M 6mwha agied. SeeeecW179.14W0
FimL approved pare h oxrnplorrce WM hk vatarce and ba a6natedbiheCwmeWry
tDepal,rreM bebre myturh"rewwbytrrezaarRAminYtralora Br/ofW&
Codempen
Codes Pewoarl. SubeeWaretalaroedAWhetPmMb trGldro bulbpParr4bare
departladmreoekl.
Pape Ld 2
Paco 2 d2
ApparatdbappBe�anwwwFal Aer;pBeaddrlloaappylora BUBbrp lwerlBlNeee
AppwddMappBmBm lrrawflatMappBealodeao"aglywrakldkgpwnelaba
Vow k.6 are Adhadmk l'at Aellie4Kl ceaYarappwwbm rAom vbLwhmwrtea
Rome' eWAdeordmklalcAUYd1*11 dher a{poeer aerweeeiay brwhawrYa
byueGumembay110 koaLL>
byboOmereuryllh Board)
N 7 �. GRANULAR BACKFILL FREE
/ M
OF STONES OVER 2"
2
OVERFILL T
FOR SETTLE
&
R
O p "
PIPE /2
IRON
FOONDN DRNN i
gf _ n FILLER FABRIC
vj
MIRAFI 140N,
EQUAL
�x
:.;
OR 2 TRENCH WIDTH
• PR -
_
I FEW
s
T -
8
lx v�
:t
1, -
AM1 isMw
� ' 1
\�LE
.D tiE�•�
,.
�
Wj.
D
d
00
12 MIN. 1
�.2lip
6 oDO
3 BPS p O O Doo
TO 1-112" WASHED
7E 3/4Qm
PROP. 4 WIDE 0,8CRUSHED STONE
RIPROVERFLOW
EL. 291.5 ABSORPTION TRENCH SECTION
PROP. 2'Wx4'Dx10'L `o PINE { a
ZNFZLTRAT70NTRENCK ,o '� -30.0' .Y) •pp�E NTS
PROP. GRASSED
� �•...:
DETENTION AREA
T
VOLUME = *1,250 CF'L0 l' us �} �° PROP. HOUSE nun-
-- SEWER - - - -
;' H � - PE poLE -I 11=1 11=1 11=1 11=1 11=1 I l- I I-
�='' P` "
UnUN So �' r, pEC :,t �p OSE x;; -._ oN 1/4 PER Fr. NM 3/2 12" MAX
NOLL5 �? #15,0 52 x.1_72 -2g• ;oo a .,. t �� lZo 1 N ` 1f
DUN
MIN. SLOPE
TA MAP: I PINE �, r . ►S-� b 3' 10J P PROP. 1250 GA
S 0 B
PROP. SILT . �0 !S% 2 N �, ' LAST COrNC. /
FENCE s . AK r " o
/ Y
2 MIN. sipf%_
S 3B f.yf 3 ,1% O
1� a
Y �
PiF- wj r s _
Fc PECKPROP.
R
EFFLUENT SEW
" 000 0
SYSTEM MATERIAL SPECIFICATIONS
ABSORPTION TRENCH AGGREGATE
STONE IS TO BE 3/4" TO 1-112" WASHED STONE.
ABSORPTION TRENCH PERFORATED PIPE
UNLESS OTHERWISE SPECIFIED, PERFORATED PIPING TO MEET ASTM F481.
BACKFILL MATERIAL
BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO
PARTICLES GREATER THAN 2" (-2).
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER
FOOT MINIMUM SLOPE.
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE
HOUSE SEWER PIPE
PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER
FOOT MINIMUM SLOPE.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND
ESTABLISH TURF.
SYSTEM INSTALLATION NOTES
CONSTRUC77ON SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE
W WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS
SITE DEVELOPMENT DATA
TOTAL LOT AREA
0.69 ACRES
30, 000 SF
E)QSTING
IMPERVIOUS AREAS
PROPOSED
IMPERVIOUS AREAS
CHANGE IN
IMPERVIOUS AREAS
B
BUILDINGS
9 5 SF
3
2 584 SF
Z
1,649 SF
HARD SURFACES
0
2,740 SF
2,740 SF
TOTAL IMPERVIOUS
935 SF
5,324 SF
4,389 SF
PERCENT
IMPERVIOUS
3.19
17.79
14.69
AND ASTM F481 11VSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED
TUBING IN SEPTIC TANK LEACH FIELDS.
AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE
WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN
ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC
SHALL BE AS SHOWN
AND CARE SHALL BE
, EXERCISED TO AVOID INCLUSION
OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE.
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING
STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS,
OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN
IN ALL CASES.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT
SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD.
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING
4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION HAS BEEN INSTALLED.
FIELD; SEED AND ESTABLISH TURF
FILTER FABRIC THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT
�MIRAFI 140N OR EQUIVALENT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC
LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE
EXCLUDED FROM THE WASTEWATER SYSTEM.
�c THIS DESIGN IS SUBJECT TO STATE AND LOCAL APPROVALS,
6" MIN.
oo�o��o SEPTIC TANK NOTES
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS
I MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT.
pINE i1, 1/s" PER FT. 6 c�00 4" PERFORATED PVC LATERAL,
p►NE '� �� `'\ - MIN. SLOPE C��opop� SLOPE i/16" - 1/32 PER FT. END CAP ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL
s
SITE SOILS DATA = ��" Dlsr.PROP.eox BASE. WHERE EXISTING SOIL CONDInONS ARE UNSUITABLE, CRUSHED STONE
P1T� *"" - o i"' 3/4" TO 1 1/2" ABSORPTION TRENCH PROFILE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE.
TEST O N
TP -1 - 8/1/13 BY T. HUTCHINS, P.E.
T 3p */► WASHED CRUSHED STONE
/ °L0. / NTS SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL 8E OF EXTRA HEAVY
PREVIOUSLY EXCAVATED AREA :' N CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
0-3" -TOPSOIL (THIN) 73J - ,rr►
SUGGESTED: POLYETHYLENE SUGGESTED: INSTALL POLYLOK EXISTING TANKS TO BE REUSED ARE TO BE PUMPED AND VERIFIED THAT ALL
3-22" -MEDIUM BROWN FINE SAND D Sl EXTENSION TO GRADE WITH PL122 FILTER SUCH THAT IT IS PENETRATIONS AND TANK STRUCTURE ARE WATER TIGHT.
22-48" -MEDIUM BROWN SANDY SILT, M VERY FIRM MAp:2` �' t' TAMPER RESISTANT ACCESS
ROOTS TO 36" t X = ` = ��o READILY REMOVABLE THROUGH
COVER (NON -TRAFFIC AREA TANK ACCESS COVER
NO MOTTLING ' " r ,�\ ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT.
SOME BOULDERS THROUGHOUT
}
_ 1
3 12" MIN. COVER ;
EROSION & SEDIMENT CONTROL NOTES
TP -2 - 8/1/13 BY T. HUTCHINS, P.E. N oo s i 1/4" PER FOOT . e . p
MIN. SLOPE 1/8" PER FOOT 12 MIN. COVER 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED AND
0-9" -TOPSOIL - �- MIN. SLOP DIS7RIBU7ION BOX CONTROL FENCE SHALL BE
3
9-30" �� - PALE BROWN FINE SAND AND SILT Z _ 4 OUSE S R -�E SE
-'
_ DURING EARTHWORK PHA SEDIMENT
LIQUID LEVEL 4" F T R CONSTRUCTED AS SHOWN ON E PLAN.
30-48 - MEDIUM BROWN FINE SAND AND SILT OVAE '
w
ROOTS TO 30" 2+N' is ��. �, PPE :,,�
p1NE I X WATERTIGHT SLEEVE BAFFLE
IRON •
VERY FIRM AT 38"
FOUND ; y ,' & SEAL (TYP.) 16" 18 2. DURING INITIAL CLEARING AND GRADING, CONSTRUCT SEDIMENT TRAPS AND
USESPEED LEVELERS TO
NO MOTTLING $ \ 31 / MIN. 2 MIN. SEED AND MULCH TO PROVIDE STABILIZATION.
ASSURE ALL OUTLETS ARE AT
SOME BOULDERS THROUGHOUT EXACTLY THE. SAME ELEVATION
NEW/18SORPTIONTRENCH•, \ 4 PVC SDR -35 SOLID HEADER TO 2" MIN. DROP 3. AFTER EVERY STORM SEDIMENT CONTROL FENCE SHALL BE INSPECTED FOR
%1�rp•00 v LIQUID DEPTH PERFORATED ABSORPTION TRENCH BETWEEN INVERTS FAILURES OR SEDIMENT ACCUMULATION, AND ANY FAILURE SHALL BE
" W (4) PIPE IN STONE TRENCHES "
PERCOLATION TEST ;� / g 783800`` �,. INSTALLED AT 1"!A 30 MIN. PIPING, 1/8" PER FOOT MIN SLOPE IMMEDIATELY CORRECTED.
PT=1 - 7/31/13 BY T. HUTCHINS, P.E., a, $ j 60 MAX.
SECTION a PROFILE FOR DETAI )
STABILIZED PERCOLATION RATE 2 MIN. 5 SEC. PER INCH B.O.S. 301.8,iNv.302.3 Q 4. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS
NOTE: REMOVE EXISTING OR CS MINIMUM 2X WIDTH IS POSSIBLE TO PREVENT EROSION, AND EVERY BARE EARTH AREA SHALL BE
MINOR STORM WA TER RE UIREM TS °IRAN PIPE , a:"roPsorl PRIOR To PLACING M FILL MAXIMUM 4X WIDTH SEEDED AND MULCHED WITHIN 10 DAYS OF COMPLETION OF WORK IN THAT
FOND
TOWN OF QUEENSBURY STORMWATER SIZING CRITERIA FOR MIN PROJECTS: , ® AREA. TEMPORARY RAPID GROWTH COVER CROPS, SUCH AS ANNUAL
1.5 GALS/SF OF ADDITIONAL IMPERVIOUS AREA May LANpSOF
•. a RYEGRASS MAY BE USED FOR TEMPORARY SURFACE STABILIZATION.
TOTAL ADDITIONAL IMPERVIOUS AREA:. 4,389 SF (NOT INCLUDING DECK) ' Now'.0 F� S• EIN '
"Alj. GOLD 2� PROPOSED 1,250 GALLON PRECAST CONCRETE SEPTIC TANK D I (C rt g �n
STORMWATER VOLUME REQUIRED: 6,584 GALS =.880 CF SIT PLANx'78.7 �/
STORMWATER VOLUME PROVIDED: *1,250 CF TpX XM .00-1 SEPTIC TANK DETAIL -� EXCA DETENTION AREAS FINAL SITE I TO FINAL GRADES PER SVE ALL ACCUMULATED
TE P AN. SEDIMENT, AND
SCAL . 1---20'
(PROVIDED IN GRASS DETENTION AREA) IACANTIWOOO NTS 6. NTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR
RECORD DRAWING TOWN OUEE E OSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE
STANDARD SPECIFICATIONS FOR MULCHING 36" FENCE POST COMMUNITY DEVE PIER OF THE SOIL AND WATER CONSERVATION SOCIETY.
DEFINITION SILT FENCE SPECIFICATIONS z INSTALLATION DATE: 7114117 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
1 O
APPLYING COARSE PLANT RESIDUE OR CHIPS, OR OTHER SUITABLE MATERIALS, TO z 1,, --SILT STOP EMBED00
lip
W.
COVER THE SOIL SURFACE. 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO IN GROUND 8 MIN. INSTALLED BY - CRANDALL EXCAVATING INC
PURPOSE FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS _ 10 -0 N 7/17/17
" 0 5 RECORD ORATING
SHALL BE STEEL EITHER "T" OR "u" TYPE OR 0. C. MAX. aow UNDISTURBED 4 REVISED TO 4 -BEDROOM DESIGN
THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE A HARDWOOD. GROUND 9/6 16
SEEDING OR SHRUB PLANTING IS ESTABLISHING. MULCH WILL CONSERVE 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN m __; e 3 ADDED VARIANCE RESOLUTION - APPROVAL DRAWING 9/11/13
MOISTURE AND MODIFY THE SURFACE SOIL TEMPERATURE AND REDUCE " z = RECORD DRAWING NOTE
WIRE FENCE WITH 71ES SPACED EVERY 24 AT TOP AND 2 PER ENGINEERING COMMENTS 6" FENCE SHALL BE WOVEN WIRE, 8129113
FLUCTUATION OF BOTH. MULCH WILL PREVENT SOIL SURFACE CRUS7ING AND AID MID SECTION. A REPRESENTA77VE OF OUR OFFICE VISITED THE
IN WEED CONTROL. MULCH IS ALSO USED ALONE FOR TEMPORARY STABILIZATION SITE DURING CONSTRUCTION AND IT IS MY OPINION 81161
13
IN NON -GROWING MONTHS. MAXIMUM MESH OPENING 1 ADDED STORMWATER INFORMATION THAT THE SYSTEM IS INSTALLED IN GENERAL
PLANTING NOTES 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH SECTION CONFORMANCE WITH THE APPROVED PLAN AND 0 ISSUED FOR PERMIT 8/2/13
QONDITIONS WHERE PRACTICE APPLIES OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND THIS RECORD DRAWING FINAL SURFACE FINISHING
ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB PLANTINGS. 1. PROTECT EXISTING TREES.IND►CATED TO REMAIN FROM FOLDED. FILTER CLOTH SHALL BE ETHER FILTER x, " AND TURF ESTABLISHMENT IS ONGOING No. Date
MULCH IS USEFUL ON SOILS WITH LOW INFILTRATION RATES BY RETARDING SKINNING AND FILLING AROUND BASE. 36 FENCE POST DRIVEN
MIRAFI 100C, STABIUNKA T140N, OR APPROVED "
RUNOFF 2. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN MINIMUM 16 INTO GROUND ITE PLAN
� q �!
EQUIVALENT. :,:.. -.�,- `.-
G THOMAS HUTCHINS P.E. Sr G rL/"►1V
AREAS AND 9" TOPSOIL IN PLANT BEDS AND ROUGH • " ' 7/17/17
CRITERIA 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENWROFORCE, =_ r ,: ,. 11
SITE PREPARATION PRIOR TO MULCHING REQUIRES THE INSTALLATION OF GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING OR APPROVED EQUIVALENT. " -' , • :•-�-L SILT STOP EMBED FINAL'SURVEY
prepared for.
AND SOIL AMENDMENTS. ° ' '
NECESSARY EROSION CONTROL OR WATER MANAGEMENT PRACTICES AND 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ,:.: '' ;'' 8" MIN. IN GROUND 8" MIN. bI11 Benak
3. AREAS INDICATED AS LAWN `SHALL BE SEEDED WITH =
DRAINAGE SYSTEMS. O X GENERAL APPROVED MATER/AL REMOVED WHEN "BULGES" DEVELOP IN THE "' >' = ..:`:. �a` MAP REFERENCE: 01gSafely
LOFT'S TRIPLE GE AL MIX, OR D MIX, AT ;~' ;.;,;.�;? �•-_; ^"
SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH SILT FENCE . •_.., :'; : BASE INFORMATION FROM "TOPOGRAPHIC NeW�YO/'k 40 Alexy Lane
A RATE OF 5 LBS PER 1000 SF AND MULCHED WITH
PRODUCTS. STRAW OR H12iROSEEDED. V MAP OF LANDS OF ROBIN BENAK" ■carr Berolro You Dig
Town of Queensbury, Warren County, New York
REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE NEEDS OF SOIL BACKFILL PREPARED BY DONALD L. PIDGEON JR. ■ Wart The MWIrod nno
THE ANTICIPATED LAND USE AND MAINTENANCE REQUIRED. �p� PROFESSIONAL LAND SURVEYOR, FORT 0 cmNm' UvIny Drawn: GTH Checked: GTH Scale: 1 "=20' Date: 6/18/2013
PERSPECTIVE ■ Respect The Madw
APPLICATION RATES: EDWARD, NEW YORK, DATED AUGUST 15, m Dig Wuh Cars 169 Haviland Road
MULCH - 2 TON/ACRE (2 BALES / 1000 SF -t) SEDIMENT CONTROL FENCE DETAIL 2012. 800-962-7962AQueensbury, NY 12804 NTS 29748-01
(518) 745-0307 Phone
Hutchins Engineering 518 745-0308 Fax
WINDOW SCHEDULE
WINDOW
REF. #
WINDOW
MODEL If
R.O.
WIDTH
R.O.
HEIGHT
REMARKS
t'
C1 45,P4045
97 3/4'
53 3/4"
CASEMENT, PICTURE
W2
2TW21042
2TWT21015
66 3/4"
70 3/4"
DOUBLE HUNG W/
TRANSOM
W3
1 TW21042
1 TWT21015
33 3/4"
70 3/4"
DOUBLE HUNG W/
TRANSOM
W4
1 TW2632
1TWT2615
29 3/4"
58 3/4"
DOUBLE HUNG W/
TRANSOM
W5
(2) 2TWT2615
58 3/4"
17 3/4"
TRANSOM
ALL STEEL POSTS WILL HAVE 3-1/2"0 MIN.
(1) 2TWT2615
29 3/4"
58 3/4"
TRANSOM
®
FWG 6080L
72"
96"
SLIDER DOOR
W8
3TW21042
3TWT21015
99 3/4"
70 3/4"
DOUBLE HUNG W/
TRANSOM
W9
205205
74 3/4"
57 3/4"
DOUBLE HUNG
10
(1) FWG12080L
141 1/8"80"
SLIDER DOOR
W11
BOWMAN KEMP
4040
BY MFR
BY MFR
SLIDER WINDOW
WINDOW DESIGNATIONS AS MANUFACTURED BY: PELLA WINDOWS AND DOORS
PER NEW YORK STATE BUILDING CODE SECTION RR303
SRR303.1 HABITABLE ROOMS
ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING
WINDOW SCHEDULE
ROOM NAME
TOTAL SQ. FT.
WINDOW MODEL #
REQ'D. LIGHT
ACTUAL
REQ'D. VENT
ACTUAL
EGRESS WINDOW
STUD WALL - 2x6 AT 16" O.C. AT EXTERIOR & BETWEEN GARAGE & LIVING
SLAB EDGE INSUL
& QUANTITY
AREA MIN.
LIGHT AREA
AREA MIN.
VENT AREA
OR DOOR
GREAT ROOM
505
(1) 3TW2104Z ®
40.4
76.05
20.2
41.64
YES
INUiCATES BEAM SIZE.
®
(1) 3TWT21015
"x6" TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED.
O
ALL STEEL POSTS WILL HAVE 3-1/2"0 MIN.
FI=TAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS
(1) FWG6080L
TREATED.
LVIL MEMBERS ARE BASED ON BOISE CASCADE VERSA -LAM.
KITCHEN/ DINING ROOM
295
(2) C145, (1) P4045 ®
55.28
NR
27.64
NR
NR
BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL
(2) 2TW2104Z
Q
PROVIDE FIRESTOPS ABOVE INTERIOR BEARING WALLS.
SIRS. - ALL RISERS & TREADS TO BE EQUAL
- STAIRS WITH MORE THAN 3 RISERS TO HAVE A HANDRAIL
(2) 2TWT21015
J
- MAXIMUM BALUSTER SPACING - SHALL NOT ALLOW THE
PASSAGE OF A 4" SPHERE
a
POWDER ROOM
34
(2) 2TW2632,®
NR
4.05
NR
2.56
NR
0
ICI�4 01-
(2) 2TWT2615
O
NO
00
Pw
LAUNDRY
63
(2) 2TW2632,®
NR
4.05
NR
2.56
NR
Ul
OD L
(2) 2TWT2615
Or a
a
to to 0
'
It
MASTER BEDROOM
275
(1) FWG6080L ®
22.0
52.76
11.0
27.35
YES
V x 0
(2) 2TW2104Z
xLJ
,0
>ww
(2) 2TWT21015
VASTER BATHROOM
162
(2) 2TWT2615 ®
NR
21.04
NR
9.50
NR
(1) 2TW263Z
(1) 2TWT2615
ENTRY
112
(1) 1TW21042
NR
8.03
NR
4.75
YES
(1) 1 TWT21015
GAME ROOM
331
(1) FWG12080L
NR
73.4
NR
36.01
YES
BEDROOM #1
222
(1) FWG12080L
17.76
19.82
8.88
11.52
YES
BEDROOM 02
250
(1) B.K. 4040 ®
20.0
11.34
10.0
6.43
YES
BEDROOM #3
250
(1) B.K. 4040 ®
20.0
11.34
10.0
6.43
YES
AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS.
NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR APPROVED WINDOW DESIGNATIONS AS MANUFACTURED BY: PELLA WINDOWS AND DOORS
OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS IF ALTERNATE WINDOW MANUFACTURER IS UTILIZED
OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM CONTRACTOR SHALL CONFIRM THAT ALTERNATE MANUFACTURER
OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BE VENTILATED. WINDOW SIZES PROVIDE EGRESS WHERE NECESSARY AND LIGHT
EXCEPTIONS, AND VENTILATION FOR ALL AREAS SHOWN.
1. THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED
BY RR310 AND AN APPROVED MECHANICAL VENTILATION SYSTEM IS PROVIDED CAPABLE OF
PRODUCING 0.35 AIR CHANGE PER HOUR IN THE ROOM OR A WHOLE HOUSE MECHANICAL
VENTILATION SYSTEM IS INSTALLED CAPABLE OF SUPPLYING OUTDOOR VENTILATION MR OF
15 CUBIC FEET PER MINUTE (CFM) (7.08 L/S) PER OCCUPANT COMPUTED ON THE BASIS
OF TWO OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT FOR EACH ADDITIONAL BEDROOM.
2. THE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE EXCEPTION 1 ABOVE IS
SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION FRESH AIR INTAKE
OF 6 FOOT CANDLES (6.46 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES KIT -INTAKE THRU
(762 MM) ABOVE THE FLOOR LEVEL. WALL OF CHIMNEY Tr
ENCL
REQUIREMENTS FOR NATURAL LIGHT ARE
TO BE IN ACCORDANCE W/SECTION 1204.2
ARTIFICIAL LIGHT FOR SPACES WHICH
CANNOT MEET THE REQUIREMENTS OF 1204.2
MUST MEET THE REQUIREMENT OF SECTION 1204.3
WHICH REQUIRES 10 FOOT CANDLES OF ILLUMINATION
OVER THE AREA OF THE ROOM AT A HEIGHT OF
30 INCHES ABOVE THE FLOOR LEVEL
3' VTR
1
LAV
"
LAV 1r o r
�`.(-1 rO VENT 1170
2»0 I
SINK
If 0 VENT-.'-`-,,
SHOWER
is l I
2 r`
I
r. 2.S
SINK
W.C.
1J"Of VENT
r,
LAV
W.C.
cN13»0
I
200
SINK
F
TO SEPTIC SYSTEM
4"
HOUSE TRAP
FROM GRINDER PUMP
TO WHERE MAIN UNE
LEAVES BUILDING
C.O.
1170 VENT
' l ,
/ I {4'•
1i"I�SH(
1 All
GRINDER PUMP
LAV
PLUMBING RISER DETAIL
NO SCALE
NT
MMAX HORIZ. DIST. FROM A TRAP TO A;
2"0 VENT - 5'-0"
1-1/2-0 VENT - 3'-6"
1-1/4»0 VENT - 2'-6"
3'� ! /
W.C. 2'f
SHOVER
NOTICE
KRAFT PAPER INSULATION
MUST BE COVERED BY
NON-COMBUSTIBLE BARRIER
NOTICE
FOAM INSULATION MUST BE
COVERED BY A 15 MINUTE
THERMAL BARRIER
TOWN OF QUEENSBURY
BUILDING & C S T. a
Reviewed B : >
Date: o
0
z
W.C.
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based on our limited examination, compliance
w°th our comments h „ ._ ,
0 cating the plans ands G :` construed as
ati compliance with the 9; c"+ratioco are if
tie" YO;�k State. �r.d,ng odes of
WALL VENT PACK
BY FIREPLACE
MFR.
WALL-CONSTR
VARIES
PREFAB. FIREPLACE &
DOUBLE WALL FLUE
HEAT -N -GLOW BAY
GDV OR EQUAL
INSTALL IN ACCORD
W/MFI2'S REC'MD.
ALUM. MOUNTING
FLANGE
LEFT SIDE PANEL
8"
. FOR
MODELS
RIGHT SIDE PANEL
SCAPEWELL DETAIL
INT.
WALL
CONSTR.
ENERGY CODE COMPLIANCE NOTES
1. C -RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING�INTERIOR
FINISH AND LABELED TO INDICATE < 2.0 CFM LEAKAGE AT 75PA MUST BE USE
2. AUTOMATIC OR GRAVITY DAMPERS SHALL BE INSTALLED ON ALL
OUTDOOR AIR INTAKES AND EXHAUSTS.
3. BLOWER DOOR TEST IS REQUIRED IN ACCORDANCE WITH NEW YORK STATE
ENERGY CODE. CONTRACT BETWEEN THE BUILDER AND TESTING AGENCY
SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO
ISSUANCE OF THE BUILDING PERMIT.
4. ALL WOOD BURNING FIREPLACES SHALL HAVE GASKETED DOORS AND
OUTDOOR COMBUSTION AIR.
5. THESE PLANS HAVE BEEN DESIGNED TO PROVIDE COMPLIANCE WITH THE
REQUIREMENTS OF THE CURRENT EDITION OF THE NEW YORK ENERGY
CONSERVATION CODE.
6. ALL HVAC SUPPLY DUCTWORK TO BE LOCATED COMPLETELY INSIDE
THE BUILDING ENVELOPE.
7. ALL HVAC DUCTS, AIR HANDLERS, FILTER BOXES AND BUILDING
CAVITIES USED AS RETURN DUCTS ARE TO BE SEALED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE NEW YORK STATE ENERGY
CONSERVATION CODE.
8. UNDUCTED BUILDING CAVITIES SHALL NOT BE USED FOR SUPPLY
OF HVAC AIR.
9. PROGRAMMABLE THEROMATS SHALL BE INSTALLED ON ALL FORCED AIR
FURNACES.
10. CIRCULATING SERVICE HOT WATER SYSTEMS SHALL HAVE AUTOMATIC
OR ACCESSIBLE MANUAL CONTROLS.
11. ALL HEATING/COOLING EQUIPMENT SHALL BE SIZED PER ACCA MANUALS
BASED ON LOADS PER ACCA MANUAL J OR OTHER APPROVED METHODS.
2r' r-1 ^^n rn A uwn
OF
S1
C�
2x6 STD
FRAMING
FIRE N.I.C. REMOVABLE
GLASS DOORS TACKED IN
NON -COMB. HEARTH Np, FLOOR
FRAMING &
SUBFLOOR
CONSTR.
GRADE MUST BE SLOPED AWAT
WELL DOWN SPOUTS MUST ALS(
DIRECTED AWAY FROM WELL
SCAPEWEL WINDOW WELL SIDE P,
MUST EXTEND 4" ABOVE GRADE
USE 3/4" CLEAN FREE DRAININC
OR A6 STONE AT LEAST 12" IN
AROUND ALL SIDES OF THE WELD
TO DEPTH OF FOUNDATION FOOT
TYPICA
LEGEND & NOTES
@&.EMENT HANDRAIL TYPE I
HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN
:XTERIOR OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES (32 mm) AND
NOT GREATER THAN 2 INCHES (51 mm). IF THE HANDRAIL IS
NUT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT
LEAST 4 INCHES (102 mm) AND NOT GREATER THAN 6-1/4
INCHES (160 mm) WITH A MAXIMUM CROSS SECTION DIMENSION
OF 2-1_. 4 INCHES (57 mm).
j STAIR HANDRAIL TYPE II
HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES
(160 mm) SHALL PROVIDE A GRASPABLE FINGER RECESS AREA
Fill BUtH SIDES OF THE PROFILE. THE FINGER RECESS SHALL
BEGIRT WITHIN A DISTANCE OF 3/4 INCH (19 mm) MEASURED
VC:`TICALLY FROM THE TALLEST PORTION OF THE PROFILE AND
ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8 mm) WITHIN
7/8 NCH BELOW THE WIDEST PORTION OF THE PROFILE.
P;IS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH
(10 rrim) TO A LEVEL THAT IS NOT LESS THAN 1-3/4 INCHES
rV v3 mm) BELOW THE TALLEST POR11ON OF THE PROFILE. THE
M N`;`+UM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL
DE 1-1/4 INCHES (32 mm) TO A MAXIMUM OF 2-3/4 INCHES
/0 rrim). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH
u.�.= mm).
ALL HANDRAILS ARE TO RETURN TO A WALL, NEWELL POST
OR SAFETY TERMINAL,
GAS FIREPLACE- FRAM
SCAPEWEL WINDOW DETAIL
1/23' - 1'-0"
INTERIOR DOORS
- BEDROOMS: SINGLE 2'-8'x6'-8' H.C. OR PANEL
PAIR 2'-6"x6'-8" H.C. OR PANEL
-
CLOSETS: SWING 2'-O"x6'-8"
- BATHS: 2'-0"x6'-8" H.C. OR PANEL (MIN.)
G - GARAGE 2'-8"x6'-8" S.C. OR OTHER 3/4 HOUR FIRE RATED
!DOOR WITH CLOSER, FULLY WEATHERSTRIPPED INCLUDING SADDLE.
ALL BRANCH CIRCUITS IN DWELLING UNIT BEDROOMS THAT SUPPLY 125 VOLT,
SINGLE PHASE, 15 and 20 AMPERE OUTLETS SHALL BE PROTECTED BY AN
ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE
ENTIRE BRANCH CIRCUIT.
EOULIDATION REINFORCING NOTE:
$OIL TYPE PER SECTION 405.1 IS GROUP I, CLASSIFICATION SW.
'T FLOOR t3" FOUNDATION WALLS TO HAVE #5 VERTICAL REINFORCING AT
40" O.C. - MAXIMUM BACKFILL TO BE 8'-0' ON 9'-0' WALL.
ONE HORIZONTAL #4 CONTINUOUS REINFORCING BAR IS REQUIRED
THE UPPER & LOWER 12" OF THE WALL
(�5't CARBON MONOXIDE DETECTOR (HARD WIRED & INTERCONNECTED
W/BATTERY BACK-UP) - MAX DISTANCE BETWEEN CARBON MONOXIDE
DETECTOR AND THE DWELLING UNIT SHALL NOT EXCEED 15'-0"
_ PLAN SSG SMOKE DETECTOR (HARD WIRED & INTERCONNECTED
W/BATTERY BACK-UP)
USE ENERGY SAVING LIGHT BULBS IN ALL LIGHT FIXTURES IS REQUIRED
IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CODE.
_ PLATE ENERGY DATA
DEGREE DAYS: 7635
FLOOR AREA: 2852 sq. ft
STORIES: 2
HEATING: GAS/OL HOT AIR
OWNERS OPTION TO USE SPRAY
FOAM INSULATION OF EQUAL
R VALUE THROUGHOUT ENTIRE HOUSE
ENVELOPE COMPONENT
PARTITIONS BETWEEN GARAGES & LIVING SPACE TO HAVE 5/8" FIRE CODE
EXTERIOR WALL
GYP. BD. ON GARAGE SIDE OF WALL AND 1/2" FIRE CODE GYP. BD. ON
D.
LIVING SPACE SIDE OF WALL. GARAGE CEILING TO HAVE 5/8" FIRE CODE
FLOOR
GYP. BD. IN ALL INSTANCES.
FOUNDATION WALL
STUD WALL - 2x6 AT 16" O.C. AT EXTERIOR & BETWEEN GARAGE & LIVING
SLAB EDGE INSUL
SPACE W/FULL THICK INSULATION.
GLAZING
- 2"x4" AT 16" O.C. AT INTERIOR BEARING WALLS.
ENTRANCE DOORS
- 2"x4" AT 24" O.C. AT INTERIOR NON -LOAD BEARING WALLS
FRAMING IS WWPA SPF#2 EXCEPT AS NOTED.
-- 750fb - 1,100,000 E
SIZE
INDICATES MEMBER, SIZE & SPACING.
SIZE
INUiCATES BEAM SIZE.
®
POST - SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR
"x6" TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED.
O
ALL STEEL POSTS WILL HAVE 3-1/2"0 MIN.
FI=TAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS
N"DI ED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE
TREATED.
LVIL MEMBERS ARE BASED ON BOISE CASCADE VERSA -LAM.
TRUSSES TO BE FABRICATED IN ACCORDANCE WITH DESIGNS & DRAWINGS
PREPARED BY A LICENSED ENGINEER OR ARCHITECT. GROUND SNOW LOAD 50 psf.
U
DESIGN WIND LOAD 90 MPH, MAIN FLOOR LOAD 40 PSF.
(E L EPING AREAS AND ATTICS 30 PSF)
BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL
STRENGTH OF MEMBERS.
Q
PROVIDE FIRESTOPS ABOVE INTERIOR BEARING WALLS.
SIRS. - ALL RISERS & TREADS TO BE EQUAL
- STAIRS WITH MORE THAN 3 RISERS TO HAVE A HANDRAIL
(BOTH SIDES IF BOTH ARE OPEN)
J
- MAXIMUM BALUSTER SPACING - SHALL NOT ALLOW THE
PASSAGE OF A 4" SPHERE
a
- OPEN PLATFORMS OR PORCHES MORE THAN 30" A.F.F. OR A.F.G.
o
TO HAVE GUARDRAILS.
Q
HANDRAIL PROFILE TO HAVE GRIP SURFACE IN CONFORMANCE WITH
SECTION 315.2 OF THE NEW YORK STATE RESIDENTIAL BUILDING CODE.
@&.EMENT HANDRAIL TYPE I
HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN
:XTERIOR OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES (32 mm) AND
NOT GREATER THAN 2 INCHES (51 mm). IF THE HANDRAIL IS
NUT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT
LEAST 4 INCHES (102 mm) AND NOT GREATER THAN 6-1/4
INCHES (160 mm) WITH A MAXIMUM CROSS SECTION DIMENSION
OF 2-1_. 4 INCHES (57 mm).
j STAIR HANDRAIL TYPE II
HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES
(160 mm) SHALL PROVIDE A GRASPABLE FINGER RECESS AREA
Fill BUtH SIDES OF THE PROFILE. THE FINGER RECESS SHALL
BEGIRT WITHIN A DISTANCE OF 3/4 INCH (19 mm) MEASURED
VC:`TICALLY FROM THE TALLEST PORTION OF THE PROFILE AND
ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8 mm) WITHIN
7/8 NCH BELOW THE WIDEST PORTION OF THE PROFILE.
P;IS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH
(10 rrim) TO A LEVEL THAT IS NOT LESS THAN 1-3/4 INCHES
rV v3 mm) BELOW THE TALLEST POR11ON OF THE PROFILE. THE
M N`;`+UM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL
DE 1-1/4 INCHES (32 mm) TO A MAXIMUM OF 2-3/4 INCHES
/0 rrim). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH
u.�.= mm).
ALL HANDRAILS ARE TO RETURN TO A WALL, NEWELL POST
OR SAFETY TERMINAL,
GAS FIREPLACE- FRAM
SCAPEWEL WINDOW DETAIL
1/23' - 1'-0"
INTERIOR DOORS
- BEDROOMS: SINGLE 2'-8'x6'-8' H.C. OR PANEL
PAIR 2'-6"x6'-8" H.C. OR PANEL
-
CLOSETS: SWING 2'-O"x6'-8"
- BATHS: 2'-0"x6'-8" H.C. OR PANEL (MIN.)
G - GARAGE 2'-8"x6'-8" S.C. OR OTHER 3/4 HOUR FIRE RATED
!DOOR WITH CLOSER, FULLY WEATHERSTRIPPED INCLUDING SADDLE.
ALL BRANCH CIRCUITS IN DWELLING UNIT BEDROOMS THAT SUPPLY 125 VOLT,
SINGLE PHASE, 15 and 20 AMPERE OUTLETS SHALL BE PROTECTED BY AN
ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE
ENTIRE BRANCH CIRCUIT.
EOULIDATION REINFORCING NOTE:
$OIL TYPE PER SECTION 405.1 IS GROUP I, CLASSIFICATION SW.
'T FLOOR t3" FOUNDATION WALLS TO HAVE #5 VERTICAL REINFORCING AT
40" O.C. - MAXIMUM BACKFILL TO BE 8'-0' ON 9'-0' WALL.
ONE HORIZONTAL #4 CONTINUOUS REINFORCING BAR IS REQUIRED
THE UPPER & LOWER 12" OF THE WALL
(�5't CARBON MONOXIDE DETECTOR (HARD WIRED & INTERCONNECTED
W/BATTERY BACK-UP) - MAX DISTANCE BETWEEN CARBON MONOXIDE
DETECTOR AND THE DWELLING UNIT SHALL NOT EXCEED 15'-0"
_ PLAN SSG SMOKE DETECTOR (HARD WIRED & INTERCONNECTED
W/BATTERY BACK-UP)
USE ENERGY SAVING LIGHT BULBS IN ALL LIGHT FIXTURES IS REQUIRED
IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CODE.
_ PLATE ENERGY DATA
DEGREE DAYS: 7635
FLOOR AREA: 2852 sq. ft
STORIES: 2
HEATING: GAS/OL HOT AIR
OWNERS OPTION TO USE SPRAY
FOAM INSULATION OF EQUAL
R VALUE THROUGHOUT ENTIRE HOUSE
ENVELOPE COMPONENT
PROVIDED
EXTERIOR WALL
R-21
ROOF CEILING
R-51
FLOOR
R-38
FOUNDATION WALL
R-15
SLAB EDGE INSUL
-
GLAZING
R-3.0
ENTRANCE DOORS
R-3.0 MIN.
\013-3&
FIS
BELOW IS AN ORIGINAL SEAL
D MK. ONLY SEALS N RED INK
CONSIDERED TRUE ORIGINALS
r '-
r 4J11 IGV,I/
I Yl�
L�
o►kty
A COPY OF THE ENERGY DATA INFORMATION SHALL
BE PERMANENTLY POSTED ON OR IN THE ELECTRIC ..
DISTRIBUTION PANEL IN ACCORDANCE WITH SECTION 401.3
ON THE NEW YORK STATE ENERGY CODE.
0 GENERAL 18 AUG.
REVISIONS 2016
No. DESCRIPTION DATE
REVISIONS
WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
0
U00
N
C1P-4 00
O
N
r -I
V1
U
N • 0
U
a EA0
4-4
a -4-4 C/
':�
C)
o
O U
d'
Cd 4-.4
1.4 .,-4
NON
CAD FILE NAME
ACAD\CIFONE\BENAK\CONCEPT PLAN
SCALE " , "
1/4 = 1 -o
DRAWN BY
DRAWING TITLE
LEGEND
SCHEDULES
DETAILS AND
NOTES
DRAWING No.
A-1
a
F3:
Z filZ
az
xW�
bj
IL
r VO
U
aJtn
K Q
0
Q
azo
3
J
JFo
a
o
�o
Q
,_ o a
0
ICI�4 01-
0wx
Z FS 0
O
NO
00
Pw
: t .d. b
o z �-
cZ
r -r`=
5;5z
V+�+
Ul
OD L
aZx
Or a
a
to to 0
'
It
x
a
C
O
= td
o
V x 0
xLJ
,0
>ww
WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
0
U00
N
C1P-4 00
O
N
r -I
V1
U
N • 0
U
a EA0
4-4
a -4-4 C/
':�
C)
o
O U
d'
Cd 4-.4
1.4 .,-4
NON
CAD FILE NAME
ACAD\CIFONE\BENAK\CONCEPT PLAN
SCALE " , "
1/4 = 1 -o
DRAWN BY
DRAWING TITLE
LEGEND
SCHEDULES
DETAILS AND
NOTES
DRAWING No.
A-1