2011-203 ." TOWN OFQ UEENSBURY
vero742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20110203 Date Issued: Wednesday, November 30, 2011
This is to certify that work requested to be done as shown by Permit Number P20110203
has been completed.
Tax Map Number: 523400-297-007-0001-023-000-0000
Location: 39 HICKS Rd
Owner: BRYAN BRAMER
Applicant: BRYAN BRAMER
This structure may be occupied as a:
Deck
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the ! /
property owner of the responsibility for compliance with Site Plan, avP .1
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code nforcement
Planning Board or Zoning Board of Appeals.
ifiek TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
iF4*1
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20110203 Application Number: A20110203
Tax Map No: 523400-297-007-0001-023-000-0000
Permission is hereby granted to: BRYAN BRAMER
For property located at 39 HICKS Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: BRYAN BRAMER Deck $2,000.00
LISA TOI ARZ Total Value
39 HICKS Rd $2,000.00
QUEENSBURY,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2011-203
224 sq ft deck
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,May 25,2012
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of Queensb ; yie. ;•sday,May 25,2011
SIGNED BY for the Town of Queensbury.
Director of Building& ode Enforcement
CE USE ONLY
•
TAX MAP N I / PERMIT NO. 1 ( - zo3 MAY 1 1 Zp 11
FEE PA A r, '/ //BLDG.&CODES APPROVAL _ TOIMN QF QUEENSB •B�1_��DJNG �p URY;
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518) 761-8256 Arrive: am/pm Depart: f 2.- m/pm
Date Inspection request received: Inspector's Initials: ,
NAME: PERMIT#:
LOCATION: ,� DATE: FSM
TYPE OF STRUCTt7RE. `t
Comments:
Yes No N/A
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete \ t/
Platform at all exterior doors
Handrail 4 or more risers
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more ;)//.
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wail
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation/Insulation Certification/Sticker on Panel
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'/"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched YL/65/
Garage fireproofing 19/4 hour fire door 1 door loser
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C I C or C 10[Temporary/Permanent] 461
L:1Building&Codes Forms1Building&Codesllnspection Forms1Residential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26108;Revised 12/22/10
tlliliKCommunity Development Office 8 m.-o
74 '7w Town of Queensbury • 742 Bay Rd. I§ a ,
owl Queensbury, New York •12804 PLOT PLAN i� ��
>-F- �c O m `i
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(✓� lot Plan: Show all existing and proposed structures. Indicate the setbacks of all structure dgml (cgs from all property lines ) Ni,
CJ t:: :1 SIDE PROPERTY LINE IA-03:2 G°N n 0 \n
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tie. . n MAY 1 1 2011 z)j 11i ''^� TOWN OF QUEENSBURY
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wow. ..--..—f -P4 Lo
a�,;,nk) BUILDING&CODES
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-D0 ICN DATA;
SOIL PROFILE
._r t
(NATER TABLE:
PERCOLATION RATE.
SEWAGE, r: t SPOSAL :
OR TILE FIELDS: MIN. SOIL = a', GALS/SF/DA
NO. BEDROOMS TOTAL FLOW SEPTIC TANKS TILE FIELUS
GALS TOTAL%. NO. O LF
I6 -
i�` T _
-
t
SPECIFICATIONS:
WATER SUPPLY; INDIVIDUAL—PRIVATE TYPE
I WELL SUPPLY. 611 DIA. SIZE DRIVEN &/OR DRILLED WELL
CASED IN SOIL$ GROUTED & SEALED AT JUNCTION OF
CASING WITH -LEDGE & DRILLED PORTION.
MINIMUM CAPACITY .5 QPM.
i'a,stE 'h i1LY " ..AL. ;, P. ;-:.YDROPNEUMATI TA' -.0
OUPLEY '2 -FAMILY = ?•i :1A'1. Cit . n n tt it
SANITARY SYSTEMS: INDIVIDUAL -PRIVATE TYPE
SEPTIC TANK: 1,-` & `b GALLON CAPACITY, BUILT-IN
PLACE TYPE OR PRECAST CONCRETE TYPE AS MFGRD BY
THE FORT MILLER CO., OR EQUAL.
DISTRIBUTION BOXES. BUILT -.IN PLACE TYPE OR PRECAST
CONCRETE TYPE 1A, AS MFGRD BY THE FORT MILLER
CO., OR EQUAL.
SEWER P IPE:A n OR 'Pvc PL-AITI-C,TYPE AS MFGRD BY
HOUSE TO SEPTIC TANK- 411 DIA, PL 4 T i PIPE AT
1/411/FT PITCH, MINIMUM
SEPTIC TANK TO DISPOSAL- 4'1 DIA,PLA`'iC PIPE AT
1/9"/FT PITCH, MINIMUM
TILE FIELDS- 4" DIA. PERFORATED PIPE AT
1/1611/FT PITCH, MAXIMUM
STONE/GRAVEL: WELL WASHED AND WELL GRADED ROB GRAVEL
OR ff 3 CRUSHED STONE.
ALL DESIGN AND DATA TO REQUIREMENT.> AND STANDARDS OF THE
STATE OF NEW YORK DEPARTMENT OF HEALTHY STANDARDS FOR
WASTE TREATMENT WORKS, BULLETIN I, PART III$ INDIVIDUAL
I'IipUSEHOLD SYSTEMS CURRENT EDITION,110
AT ALL. t:Xf_TfN.; Gt:.PO AL ;Y';TEM3>., ';HFN c;PERATiN;! IN NORMAL
TROU$LE-FATE, A GCPTABLC MANNE-.20 ARE APPROVED FOR VSL; OUT
IF AIVY OF' THE 1:YwTE'M: FAIL OR CRI::ATE A HEALTH HAZARD, THEY
SHAD, BE REPLA:-Cf) Wf TH 'tHE. c;TA .D �Rl) & A=uf`CUATE. 3YS-TEM(; AS
UC,_I.:NED FOR .3 BL OR00PA UNLLLLNGti ABOVE`, EACH iYSTEM TO BE
UE61QNEO FOR EACH LOT., Al� REQUIRED.
NEW YORi; :i'A'I'E DEl'A1 TMST
N. Y. r HEAI�1'H
DATE:...M�Y......�..197.�
This is to certify= th.,t 0-e proposed arrangement for i�> +r�••
qnd Seta'2 V -e i1isl' '� i i::. -I is fealty subdivision in
�L
?larzs On -se ;)"the State Departme., `1...
eIt' Cel( •t°lt Is hereby given t0
on
ly1uek t,. s appears in the orf,!_.e '
in a^eorllan '.e ;"41l the Provisions of Section 111; `! c
Health Lanz and Section 17-1505 of the Environ.,,:..;,
_ ....... .. UL:Gn Law.
DisuZct Sanitary Engineer .......... P.E.
GROUND
- ROUND
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TOP SO # L (; )
tl u N D
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fill ..__...__ _
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M 1 .14 _
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SECTION MIN.TO SEPTIC TANK T
_---.__
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GROUND MOUND FOR SETTLEMENT t,MIN. TO
I G WATER TABLE
TOPSOIL INLET LENGTH
VARIt='S
151 IN,
UNTR_TO 'S
Lt BAFFLE
' 11t
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PIPE OUTLET t.°. _' Ic�4/tDTH DEEP..WELL JET* FOOT -VALVE- STRAINER OR SUBM. PUMP.
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OUTLETS PLAN TYPICAL iv� wT _�� 2(}"nitN t' ;.--.------1� -__ -.. TYPICAL c INC
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r
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WIDTH rt NTS
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TYPICAL TILE FIELD
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SOIL PROFILE: i ♦ '� E.y+iPT3t .�rvt'c,Gt t : ' - MANHOLE i, GROUND ' r
UNTREATED t3LgQ P P R I _ 12 MIN.
T�•c� i'.
2n ER,
REMOVABLE
rEa: Q3L �'ROt dL€ lit' tl�t -... PIPE SEAL i, APPIROVk.6 01t # ,
*ELL AUAPTFR � (}1-art M BA.,EMENT OR PIT / 3 GR VEL OR &TON � (rr 12" ' i � __,,. _ MIN,
INLET,: Q �.�..
�; LLEVE� . i, OUTLET TO USER
V 4 t C€MENT..G Rd3i1T.
WATER TABLE: t SAN TEE 16M SAN.TEE
s� TO r't'
24'r <,L r f uN DN 24" MtNe —� SEAL
MIN. LONGITUONAL SECTION j BAFFLE,, J 11�t MiN�
PERCOLATION RATE: _,. } t!,V VARIE O't MINA
ti=+, AFRC„ RATE t lsEEU OF MIA . d M!N IF
' MlERvOt.flUSLE GLAYE+t LIQUID "011AED
SEWAGE-15POSAL: {riEAhf €A601}t+L Ht..�rA7EAt DEPTH ° MIN IF �611 WELL CASoVp
....
•� BLO�K
OR TILE FIELDS: ;; _ 3d? MIN. SOIL = /- / ISO' MtN T
v.'' GALS �F DA q y .,:- :•
• o O TILE FIELDS & LEASH PITG
a
SECTION 5C1- MIN.TO SEPTIC TANK
O. BEDROOMS TOTAL FLOW SEPTIC TANKS GROUND MOUND FOR SETTLEMENT
TILE FIE'1.DS 1 1 MIN.TO HWY� BDY�
GALS TOTAtt.. N0. LF MINT TO ES
TOPSOIL INLET
*--------�-
EXISTING D'ELL1N;; Aar ,
_ .i c f , C{ fJ 41 C y � C a xe I L V` � s ' i «f C'Y .: £` .�+
�PD i +)4 ,;aL +: EZRiRt'/7R WATER TABLE
it: L F A T L F _ t`r#tl l{ ,
LENuTH VAR)
c - _ ,. S
UIVTRTO 'B • _ 1 5' I N v =' * DROP PIPE
PROPO�S«ii :3sELLlt#� I:; k ,)4lpLF.'x Qf � 21 ,� -'r = ,
s3EOROOM::. :EACH, a` 'P'OTAL 'tM° BAFFLE ' _ _ . j
I00 >P°3 ` y ,4'`• GAL ' ',,,Lt . .F PIPE OUTLE OUTLET
I 6"-12" -- j --4- 4�•' '
! i i tl� :1vIDTH < DEEP' -$YELL JETS FOOT -VALVE STRAINER OR SUBM• PUMP.
sroN TYPICAL'. i , + MA 1HOLE
OUTLETS PLAN
i TYP I CAL E 1 NCH JELL w.I C-.E K ,: *L VE
SPECIFICATIONS: . 0ISTR113UTION. 1NL-T __4 20!'wlNo , _ _ ;' .......r-�-.-r�+�.r.. •�'3 >13 •s, 7ti ft n REMOVABLE C -- i OUTLET
r 4-5 O BAFFLE OVER i ' t., NTS
WATER SUPPLY: INDIVIDUAL -PRIVATE TYPE WIDTH TTpp EEXX 2�t' BOX NTS
TRENCHT - y • y , „ WELL SUPPLY: 6t1 DIA. SIZE DRIVEN &/OR DRILLED WELL' MEAN JkA
f?NA at .M'♦TE,A • PLAN
CASED IN SOIL$ GROUTED & SEALED AT JUNCTION OF OUTLET
IN
GROSS -SECTION pp {,
CASING WITH _LEDGE He DRILLED PORTION. t MIMP 11V lOi 1'LA SEC--�—TI0N TYR;��� ;iEPT 1'
MINIMUM CAPACITY TYPICAL TILE FIELD TA
5 GPM.
NTS y,f
4I.1¢3LE FA+hlILY � .,.. .rAG.a :.}'f ,'.YDl4t)P'.t£UMATf+: TA",drC
DUPLEX ','..F'AhtlLY = :�� :?A4.
,PM hi 1 a4 • FOR aUPLEY. .
>C L P RCF I L.E P1
SANITARY SYSTEMS: INDIVIDUAL -PRIVATE TYPE
sr L;TAM TOPs3I L
SEPTIC TANK: y $� ' .•-? GALLON CAPACITY$ BUILT-IN
4
PLACE TYPE OR PRECAST CONCRETE TYPE AS MFGRD BY TO I�3" F1eiE dEu ORANGi -ANt;?.-Z;ILT � �•
THE FORT MILLER C0r9 OR EQUAL. LOAyt V
TO f1 r 1 `.;; :Anfu IL T_.LOA`A
DISTRIBUTION BOXES: BUILT-IN PLACE TYPE OR PRECAST
CONCRETE TYPE 1A, AS MFGRD BY THE FORT MILLffR tvr Abv)_ .ILT-LOAM-sToNfl.
CO., OR EQUAL. AT '1" FRAQIPA^. CppMPACT 'LILT. -,^,AND L,q
;RAVEL -ATONE-
AT MEAN SEASONAL HI-WATEit jwa.,� Q 1
SEWER PIPE:AA"G OR 'pVe M-A.ST11(�' TYPE AS MFGRD BY -ITO Mr3p WATEk AT FJUA i T DE70T1+ `¢Ox'� /100�- CIA -
TO
-tip ! RA ilPAry --
_
HOUSE TO SEPTIC TANK- l�" DIA. PLASTIs:.PIPE AT �z ,
1/4"/FT PITCHY MINIMUM It
SEPTIC TANK TO DISPOSAL- 411 OIAe'LASTIO,, PIPE AT
1/9"/FT PITCHY MINIMUM
TILE FIELDS- lilt DIA. PERFORATED PIPE AT � . �� 1ti
1 / 1 6"/F T PITCH, MAXIMUM j Q (per L t7 - ' 3 1 / S • Et ,
{ O ,< y p O `-� , uc J(�/ 1� '
STONE/GRAVEL : WELL WASHED AND WELL GRADED ROB GRAVEL / 1 ✓' ,qy -' f�""; "" OR # 3 CRUSHED STONE.
DESIGN AND DATA TO REQUIREMENTS AND STANDARDS OF THE41F� �
ALL DES I .
STATE OF NEW YORK DEPARTMENT OF HEALTH4 STANDARDS FOR� / V�' Cr✓ `
, /41 11
WASTE TREATMENT WORKS9 BULLETIN 19 PART lilt INDIVIDUAL t J
HOUSEHOLD SYSTEMS CURRENT EDITION')9 �`
f
- V.
f
AT ALL EKI. TING .iI„YO At. `;Y TEM• , "^HFN OP!'_RAIING 1*4 NORMAL �
TROUBLE•-FREC, A<,-rPTABLC MA%ti£•xt ARE APPROVF_G FOR USE; BUT 0Ar-
IF ANY OF THE t;Y Tl M4• TAIL OR CRI:AT£ A HEALTH HAZARD$ THEY
"R• ` ` /�
`"riALI EiE REPLACE) kd{TH THE TAtO!Rt7 �:. ArJE;UATi: SYSTEMS A5 pp
L£ ;! vNf D FOR €iC4?t�iOOM tLl 11� ; ABOVE$ EACH SY ITEM TO BE J � � � � - �•�at�i�r`
7«'e
!�
/gyps rye Z. ,�
- JEu�16NEu x'OFi ij•C"N I:.iJI`JI"v:h4 LOT, A`: REQUIRED. G `-�
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NEW YOF& STATE DE'A t
N. Y. DATE
B, •T j .8§44TH
! his is to certify that the proposed errs !
dement for vn end sewage clisl;'ositl £t;r tz;is ,•ealt s ter F+�7-►Iq �
Y "Vision in at,
,,
F Mans on file in the of : e o= the State Department'"ith
hereby approved. Cenzent is hereby
oa which this endorset.Fent appears given to the s1
in the office .,C ,,,F •, a r.,�
in aacordans a with the provisions of Section 11I7~,' Cjleris i
11"M Law and Section 17-1505 i
> Environment;; �•�icoer; auan Law. I
ft*ift swt.,yEu#meft
ism
i
A C T-1 O N I
ToPoapAPHIC 3URVY uOs`iE ®Y; r". N � S ,I. � U T .
R. J. BUCKLEYy L.S.• !N 39hg
I '>�
A9Q! t101.A, DATA F'FlC>vtOf. BY OR '?KIN 191.)• IIOy '0' V{
AND-WAGE E
i ! SPO AL SYSTEMS ANO WELLao ' � R
ASSUMED CLEV • 100.0; Or; TOP o orPa I .K - A O x D
DP STAI:E AT SOUT►wWEST INTERibR ' Q a E p >!
CORNER OF PROPERTY.
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