2010-553 iA.41rakiTOWN OFQ UEENSBURY
742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201
Q ury,
Community Development- Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20100553 Date Issued: Friday, August 12, 2011
This is to certify that work requested to be done as shown by Permit Number P20100553
has been completed.
Tax Map Number: 523400-227-017-0001-029-000-0000
Location: 12 WATERS EDGE Dr
Owner: STEPHEN & CARYN LAFLECHE
Applicant: STEPHEN & CARYN LAFLECHE
This structure may be occupied as a:
Boathouse
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, '� 'V xy ry"
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
41111111
\ TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
WOO
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20100553 Application Number. A20100553
Tax Map No: 523400-227-017-0001-029-000-0000
Permission is hereby granted to: STEPHEN&CARYN LAFLECHE
For property located at: 12 WATERS EDGE Dr
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: STEPHEN & CARYN LAFLECHE Boathouse $30,000.00
12 BERKSHIRE Dr Total Value $30,000.00
CLIFTON PARK,NY 12065-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2010-553
680 sq ft boathouse&dock
$50.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,December 27,2011
(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 TiYivribf,Quee9Ourp / Mwday,December 27,2010
t // nr.
'f m?�.` for the Town of Queensbury.
SIGNED BY ` A Ja Que ury•
Director of Building&Co a Enforcement
/ - .-,QFFICE USE ONLY _._ _ �j (a lij1
--< r` ( Jam' _ ' -' i IF NI��rlllS j
TAX MAP NO. / PERMIT NO. /61 )
`v
FEE PAID BLDG. &CODES APPROVAL ' €-r=' ` ` ' •
CODE
.s.-d.•+.. .�_..... ... a .. .............n t .... .,a..�_._... ..�
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ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION
Use this application for any structure other than the Principal Structure (house) to include, but not limited to:
garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-
Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED
A VALID BUILDING PERMIT.
OWNER: S,"1" CA-a-VA/ A04 fkic_,sii INSTALLER/BUILDER: e-/Y'ZaS CAA
ADDRESS: 17. 1E 414siia" Tc -042-a,.E ADDRESS: 286 /Vgiev 1/4Ea %.ew+ 7-)
c..r,7 Y i s i063o-1•rww/,.aw 4 ,rv7 ..i
PHONE NOS. PHONE NOS. 6 y '-241 I'- 2660
LOCATION OF PROPERTY: /1 1.' 1 k-e 4RuA� SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: %2- vseA7S ,(4-`c>
HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? IES 0 NO
IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: / /0
ESTIMATED COST OF CONSTRUCTION: $ 3` . el ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? NO
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: CA/:x`azs (r /.484-3CXs PHONE: 34`/--..2.046
PROPOSED
PROPOSED CONSTRUCTION I 1ST FLOOR 2"FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH*
BOATHOUSE 6S0 Jv//v i/
BOATHOUSE WITH SUNDECK G,gd
DOCK a,(a41M
7v)
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: )
OTHER ACCESSORY STRUCTURE:
*CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO] REQUIREMENTS IF THE
STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
To the best of my knowledge, the statements contained in the application, together with the plans
and specifications submitted, are a true and complete statement of all proposed work to be done
on the described premises and that all provisions of the Building Codes, the Zoning Ordinance,
and all other laws pertaining to the proposed work shall be complied with, whether specified or
noted, and that such work is authorized by the owner. Further, it is understood that I/we shall
submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested
by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed
surveyor, drawn to scale, showing actual location of all new
construction.
QUESTIONS? CALL 761-8256 OR EMAIL
Queensbury Building & Code Enforcement - Residential Final Inspection
T
Office No. (518) 761-8256 Arrive: am/pm Depart siam/pm
Date Inspection request recei ed: Inspector's Initials:
y�� (--—
NAME: � I �(/ �% PERMIT#: /( ,�l
:)?
LOCATION: _ DATE:
TYPE OF STRUCTURE: --7
ACQ-' `�-�? Comments:
Yes No N/A
4" Building Number Address visible from road I l �'�h
Chimney Height/"B"Vent/Direct Vent Location - (� --� c' {�C I °
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete V
s 1
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 Wall
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
Furnace/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
Garage fireproofing/%hour fire door/door closer Cid v
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 ,I
Okay to issue C/C or C/O[Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised
January 7,2008; Revised 6/26/08; Revised 12/22/10
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518) 761-8256 Arrive: am/p De art:l t.') am/pm
Date Inspection request received: Inspector's Initials:
NAME: � It-
LOCATION:
N� PERMIT#:
LOCATION: 'Z L 'A 1 t4 DATE:
TYPE OF STRUCTURE:
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
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 ination at Newell Post or Wall
I Exterio Railings 34 inches to 38 inches
Deck B • /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
Furnace/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 ► c .r^
Garage Floor Pitched
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed properly CR):$4kM,1
Gas Logs in Sealed or Glass Enclosure
Final Electrical " A-1----UL-h4.4.- � 1
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles tl•545'k1
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/C or C/O[Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08;Revised 12/22/10
08/15/2011 20:16 518-543-6156 ARTHUR V STBFTZ PAGE 01
. .. . ... ..__.. .... . .....
/0 —S7-Z
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Malt;Office 176 Doe Run Road-Menheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL ,
. •
Permit No.l
E" ) pi .Mg/'•=4;4 1698 5 Cut-in 2Ceard I,NIao
OwnereVV& - , i I
Locationiz- A . 94 141 4/6
_
Installation Consisting of. ia..e.'.4-.1.,.-r
i'l
Installed Byllifit,.. 4.. .1ft. e)e-(/....1.1 Lie.No.
The conditions following governud <issuance of k his certificate.and any certitiCate previously issued is
cancelled:-
This certiticate only covers the electrical equipment and Istallation conditions as of date, Upon the
introduction of additional equipment or alwrations.applical n shall,be promptly made for inspection.
Inspectors of this Company shall have the privileg• If ma/g inspections att time, and if its
rules are iolated.the Company shall have the right to •'ok/., . certificat r -'
i7 7
INSPECTOR Li" rei''Zeee
1' C
Framing / Firestopping Inspection Report
.
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: /- m/pm
7
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:EZ1
r LLEr
NAME: r � R' //7:- PERMIT,Y
LOCATION: INSPECT ON: -7,
TYPE OF STRUCTURE: i` `=
Y tj ALA COMMENTS:
Framing
Attic Access 22"x 30* minimum
Jack Studs/Headers c'0 t•-:.)
Bracing/Bridging _
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
120 0.C.
Headroom 6 ft. 8 in.
Stains 36 in. or moreTC- i�-
/.
Exterior Deck Bracing `
Headroom 6 ft. 8 in. , ' " -k iZ.34- {'d`-Ot'L
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 6(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses U
Anchor Bolts 6 ft or less on center ( -_._
Ice and water shield 24 inches from wall _ ---- -� --- ------ ---
Fire separation 1, 2, 3 hour iz4
3, 4 hour
Ric C it
tfirestopping
sled .`
16 inch insulation in cavity min.
Garage Fire Separation
House side%inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf .nide
L:1Buiiding&Codes Forrns-O10BuOding&CodesVnepection Fom*Prang Firestopping Inspection Repoitdoc Revised January 7,2008
Framing / Firestopping Inspection Report ` � --
Office No. (518)761-8256 Date Inspection request received: 18/-0/
! /-0/
Queensbury Building&Code Enforcement Arrive: am/• * _ . _ -m/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: PERMIT#: _40 — 5 S�3
LOCATION: I �/c' f—�- S k y.� Pr. INSPECT ON: I
TYPE OF STRUCTURE: �� J • z--
—
/Framing N jilA COMMENTS:
Attic Access 22"x 30' minimum
Jack Studs/Headers
Bracing I Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
StainMegs 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in. •
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 'A(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq.ft.floor trusses
Anchor Bolts 6 ft. or lesson center
Ice and water shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side'6 Inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\BulIding&Codes Forms-OLD Building&Codessrapedion FomncFraming Firestopping inspection Repootdoc Revised Janwry 7,2009
N
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PLANTING NOTES
PLANT SELECTION SHALL BE MADE FROM THE APPROVED
TOWN OF QUEENSBURY RECOMMENDED LIST INr —APPROXIMATE SHORELINE I � )
CONJUNCTION WITH A REPUTABLE L.ANDSCAPER TO
REVIEW 501E CONDITIONS AND AVAILABLE LIGHT TO �,y� 1 01
INSURE PLANTING 5UGGE5S.
LANTING
PLANTING AREADE5CRIPTIONS AREA#1
AREA 1. LARGE5HRU55
Pi.ANTIN6
AREA#2 ! !
AREA 2. SMALL SHRUBS AND PERENNIAL GROUND COVER (6'TO 8')
I
AREAS, LARGE SHRUB AND SOME FERENNIhL GROUND COVER - - 4 (�/n OGS
VI
47
/I I V, j
AREA 4. Row OF SHRUBS
� �• �,rs' _ � I it ! � lil
1 PLANTING � KFITyla�9,f..
_ AREA#4 $'
/�E 'safe' 2
PLANTING
_ ( AREA#5
L 4.� 4!W EY.I9TIN:s HOUSE _ •� ����1 f)
UNAUTHORIZED ALTERATION OR ADDITION
TOWN
OF Q 1 AIGSBURY � - , - ,f-;'zy5;=�'Y TO THIS DRAWING IS A VIOLATION OF
fill YY VV��VV yf lJ �V SECTION 7209 SUBDIVISION 2,O�THE NEW
BUILDING
pp O+ TOWN OF QUEENSBURY - YORK STATE EDUCATION LAW.ONLY
BUILDING&C 'BUILDING DEPARTMENT COPIES MADE FROM THE ORIGINAL OF THIS
- P1 t a TI G FLAN EMBOSDRAWISED
SEA AND ORIGINAL INKED OR
Based On OUT limited examination;compliance PLANTING
EMBOSSED SEAL AND SIGNED SHALL BE
D
Reviewed B . Indwiticating
ourcommentsth l plan and s be ationsconstrre,In " CONSIDERED TO BE VALID TRUE COPIES.
ndicating the plans and spec fications are,in J
Date: o t NII-bom-lance with the Building,Codes of _-- /°
NeNoY rk State.
CUSTOM DRAWN FOR: =GUSTOMERVE5165N
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6435 STATE ROUTE 8BRANT LAKE NY 12815 LAFLEC#-I � DATE:11-23-D9—
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(PHONE'518.494�2869 BOARD REOUE5TED GHAN&E5(04-06-10) REVISED: {{ DATE:04-06-10
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APPROXIMATE HIGH WATER MARK SME ELEVATION
--EXTERIOR RAILIN6,
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APPROXIMATE
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2-115 X 11.25"1-1/1-HEADER 0-1/4" MAX. R15E/RISER
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FAX.518494-0901 CHRIS GAf5fRIELS REVISED:K DATE:04-22-1 0 /
DOCK AREA
NOTE:5-1 AIR LOCATION 15 TOTAL AREA A5 5HOVHqN=700 5(2
APPROXIMATE
FINAL LOCATION TO BE of
DETERMINED ON 517E
75-
INSTALL RAILING X11LVL. 6>(6SUpp0RTpC L
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ON BOTH 51DE5 HEADER ABOVE ISTS 6X6 DOCK FIOBT
OF5TAIR5 I GENERAL NOTES
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1.DO NOT SCALE DRAWINGS:USE DIMENSIONS SHOWN
2.ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE
I I I CODES AND STANDARDS
3.USE ACQ TREATED LUMBER SUITABLE FOR SITE CONDITIONS
A
PROVIDE 12"dia. Existing dock line
'Ex 4.ALL FASTENERS,FLASHING AND HARDWARE USED IN CONTACT
(extend out 6")
GONG FIER5 TO 21,1" WITH TREATED LUMBER SHALL BE RATED FOP,THAT USE AS
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12B15 GENERA CONT PACTOR'.
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OUTSIDE OF HEADER TO OUTSIDE OF HEADER
3a-10 1rz"
TO 5112" 5112" 5'43/V
0
POST SIDES F-4 3/4' V-4 3116" 5.ill 11�2" 0, 51�1!2" 5*4 3116"
1114"
EL
LINE OF DOCK
) L-HEA.-BOLTED TO EACH POST WITH(2)ln`cfia.
CARRIAGE BOLTS.HOLD BOLTS IN 2"FROM ALL JOINTS AND EDGES-
(oXr.6YF-2 TREATED POSTS
(2)1.15.11.25 LVL HEADERS ABOVE LINE OF DECK ABOVE OLTED TO POST WITH(2)1/2"dia BOLTS f POST
- ------------- ----- - - -------- --------- ----
------------------ -- - ---------------
NOTE:CONTRACTOR SHALL PROVIDE CONTINUOUS
BEARING FROM SUPPORT POSTS TO DOCK CRIBBING EY.TEND POSTS ABOVE HEADERS TO
IIJ TIE N-O FLOOR SYSTEM
qw
U]x
J_ L4
ow.
HEADER LAYOUT
118"=1'_o..
43
L( LINE OF BOAT SLIP
x-
- - ®------------------®----_—=--- -------- ---- - ---------
---------- - -
tit
LINE OF DECK ABOVE
sl
DIMENSION TO I 5'-101/4" b'-911116" s'-911116" F-10 1141. 4 112"
POST CENTERS Al It I,
LINE OF DOCK
0 EF 9-
40'-0" Zi-::Ut,0::!3Zi.IF.D •Cl-I HF NI--!;
DIMENSION OF DECK FRAMING ABOVE `'09K STS E E PJ Qz;R lt4 LAP.-QI UY
CCIFIL',i MALI.- 116 '0F Il W-�
FQ&T LAYOUT EV D�GGU:S-i A 3 SIGNEr S 1.111-X
.x.I`.sr.rF,rr. F.Fv., r.7rjFI:.-0lF5
3/16"=1'-0"
CUSTOM DRAWN FOR:
P05T&HEADER LAYOUT SCALE: NOTED
D
ERIC & ERIC STEVE 4 CART SHEET NUMBER
E.12-11-0911-23-09
- 7
�T
DRAWN D
6435 STATE ROUTE 8 W j C
NOTES: DRAWNBYZJRC DATE:BRANT LAKE NY 12815 LAFLECWE ------
V 1
QUEENSBURY, NY PHA5E 1 CL15TOMER DE516N APPROVAL REVISED: <jl DATE:
www.ericeric.com GRANGES(04-06-10) REVISED: 04-06-10 A6
BOARD REOLIEBTED r ED: <N DATE:
PHJONE�LCSI-��-2.% GENERAL CONTRACTOR::
FAX'518-494-0901 (:;Hf;RI6 \REVISED:< DATE:04-22-10
2X12 TAPERED JOI5T5 @ 16"O.G.
5 112" 5 112" 1'-0"
1 112" b'-0" 5 1/2" b'-4 3116" 5 112" 8'-4 118" 3'-4 3116"
EXTEND POSTS 10" ABOVE HEADERS
INSTALL TAPERED 2X12 JOIST ON EACH SIDE
2X10 BOX-
FRAMIN6 DETAIL D
--- --- --- --- -
1 5/4"DECIDING
918"TSG ADYANTECH
2X6 TRT.JOISTS
RooF SHEATHING 2X4 TRT.NAILER
p ROOF MEMBRANE
DRIP EDGE
4 0 2X12 /
;n TAPERED / 2X10
% U JOISTS a 16 \ BLOCKING o
z O.C. OVERHANG
�1,
\ I � I
AL
--= 2-LVL HEADS
;,. 2X6 PLATE BETWEEN
2X10 CROSS BLOCKING BETWEEN JOISTS HEADERS 4 POSTS
6X6 TREATED POST
Ty A f
MAIN JOIST LAYOUT � � ��t Y, q{pi Ti;7R17Fn di-FR I(.;R(2Anr-Iru.
1,._ r-..{1"`,.: . R r�Tl-�CRn�raNu I`:�',•y�L�.T1•aN ar
2X12 SPi=*2 TAPERED JOISTS 0 16"O,C. i S a 6)R:'+!3:i.WD:•MCK'/.G, 1iI-NI-B:
�``S �• " ij. fOtJRFKETn-EEDJc 7TcI Int LAt'k 1?'qL:t5/8" T4G ADVANTECH SHEATHING GLUED b NAILED
nR,..b',D(J F.F�RIL(;FVI}F;;pGl pHF�.jF.
Gq 06„7`- � O:I G3,U S-4-•1t,2-_IQNCCS I:,LL JC
;;pnS r.FPFI.7t7 F.F 4'F f.7E JF+ )-'i=5
CUSTOM DRAWN FOR: �n --
ERIC !& ERIC STEVE 4 CAfRYN FRAMING SCALE: 311b"=1'-Q" SHEET NUMBER
rim 6435 STATE ROUTE 8 DRAWN BY:JRC DATE:11-23-09
BRANT LAKE NY 12815 LAFLECHE NOTES: _ —
dUEENSBURY,NY PHASE 1 CUSTOMER DE51GN APPROVAL REVISED: Kjl DATE:12-11-09 /i
{01-13-10) A
www.ericeric.com
7
'18.4942869 GENERAL CONTRACTOR: BOARD REQUESTED GHAN6E5(04-06-10) REVISED: Kjj DATE:04-06-10
PHONE:5 . --..---.-.--- —---
FR%:518-494-8907 REVISED:IG
CI-IRIS Cz,4BRIELS ..I DATE:04-22-10
2X6 TAPERED JOISTS @ 16"O.G.
2x6 RAIL GAP
2X2 BALUSTERS®5 114"O.C. 40'1"
5/4 DECFING 2x4 INTERMEDIATE RAILS
2X6 TRT JST. 2X10 BLOCKING
2X4 TRT FLAT
ROOFING AS SPECIFIED
--— 5/8"ROOF SHEATHING
✓�METAL DRIP EDGE j 1
2X12 TAPERED;
JOIST 6X6 POST EXTENDS INTO FLOOR JOI575
_– — (BOLTED TO DBL.JOISTS)
i
I 1
-- S/8"PLT SOFFIT OR EQUAL
1'-9 114"
2X6 PLATE
I i
I I ( 1
i I
o I (
(2)1-314"X 11-1/4"LVL HEADER BOLTED TO POSTS
(V2"dIa.MAQCHINE BOLTS OR EQUAL, 1
HE,4DER10H DETAIL
I i
2X10 TREATED DOCK.JOISTS
2X10 BLOCKING SECURED TO
POST BASE LLL L -H[1H
6X6 POST TO CRIBBINGz
_ - - 2X6 TREATED CENTER BOARD(RIP AS REQUIRED)
2X6 a 16"O.C.TREATED-BOTTOM TAPERED JOISTS
4-16"O.C.TREATED STRAPPING PLAT OVER MEMBRANE ROOFING.
X6 TREATED BOX
MPfCAf_CRIBBINCz _;
°r 1Ew
POSt SASE DETAIL UFFER DECK. JOIST LAYOUT
- r
1 ''
TO7F SLIII�i-Al NG 11,:.''AIDLL ---Nor
ORI,`.Yrs E EPJG4,TIl16;'A''"ILY
S.i.F'Itt�rhtLA-kaU III= r3ln/:_CIF ufl.^:
rira:usrDs_;._,,n--fiwNEDSI.,LLX
:vf,Ag r.FF rr.T[:BE VA r•INJIF F
CUSTOM DRAWN FOR:
ERIC & ERIC STEVEL„^���'N =0U5TOMERDE516N
G SCALE: 3116"=1'-Q° SHEET NUMBER
6435 STATE ROUTE 8 —BRANT LAKE NY 12815 LAFLE{,SHE DRAWN BY:IRC DATE:11-23-09QUEENSBURY,NYSIGN APPROVAL REVISED: I�'� IDATE:12-11-09www.ericeric.com PHONE:5t 8-494-2869NGES(04-06-10) REVISE {� DATE:04-06-10
FAX'518-494-090, GENERAL CONTRACTOR: REVISED:IGJ"I DATE:04-22-10
1 9t4„ 5 112"
5 112"
1112" 8l-4 311 8--4 11b" 8'-4 3/16" 5--4 5/4" 5112'1
1314"
/j"O' BOLTED TO 2X6 PLATE
eIT-5 TS
BETWEEN HEADERS
---------------------- ----- - -------- ----
----- ------------------ - ------
6 &X&DIAS BRACING
. 71
V
2X6 BLOCKING(FASTEN W1
8-16D NAILS)
POSTS
HEADER BRACING- DETAIL SIDES
1'-9 114" VA 1/4"
OUTSIDE OF HEADER
2XI2 TAPERED JOIST
2XI2 TAPERED JOIST
2.10 BOX
I--,--------------------
LVL HEADER
6X&DIAS BRACING
-5,
VL HEADER
X6 DIAS BRACING
sic
DIF I INAI rr-4f.)RI7Fn A$-FRA-IfN,QR Ar-m-If.'a,
L TD 7h 3 Lf'MONG I-,A-a-DLzmom or
1;1t,0:2) IHI)V*iI(M".(IF I-[P NK':
`0 K��'TA-EELIJCA'n'XJI.A,�'1"4L:f
BLIP OPENING DOCK FRAME SLIP OPENING DOCK FRAME �XllfEX7,r.%-%L3--- All
IIF0KH,flK!-.—'JF IIW;
EVDOS�U S C S 1
HEADER BRACING DETAIL m ENDS HEAHEADER5FRACING DETAIL 6 CENTER -ut,,,K,.,r.Fprr.-Ti,,,srvASIC-14C ,1L
CUSTOM DRAWN FOR:
SCALE: SHEET NUMBER
ERIC & ERIC STEVE 4 CAfPYN DETAILS
6435 STATE ROUTE 8 NOTES: DRAWN DATE:11-23-09 BRANT LAKE NY 12815 LAFLr=CHE I
S3 IS - K DA )9
QUEENSBURY,NY FHA5E 1=CU5T0MER0E5l(15-N APPROVAL REVISED: Kj'l DATE:12-11-09
-U5TOME =5'
((01
01-13-10)
D DA
www.ericeric.com BOARD REQUESTED CHAN6ES(04-06-10) REVISED: DATE:04-06-10 A9
PHONE:518A9�2869 GENERAL CONTRACTOR: _E_ J_
FAX.518-494-0901 —'I
REVISED:KTI DATE:04-22-10
GENERAL NOTES I FRAMING NOTES
1.ALL WORK 15 TO COMPLY WITH THE LATEST ADOPTED VERSION I FOUNDATION NOTES
OF THE UNIFORM BUILDING CODE AND ANY APPIGABLE STATE, 1.STRUCTURAL FRAMING MEMBERS SHALL BE SPF#2,OR BETTER.
COUNTY OR CITY GORE REQUIREMENTS.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY I !2.FLOOR SHEATHING SHALL BE GLUED AND NAILED TO FLOOR JOISTS
1.FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID IN ACCORDING TO NAILING 5GHEDULE ROOF AND WALL SHEATHING SHALL
FF"
OF THE BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ! ANY ORGANIC,MATERIALS AND STEPPED AS REQUIRED TO MAINTAIN : BE NAILED ACCORDING TO SAID NAILING SCHEDULE.
ADEQUATE SHORING AND BRACING DURING GON5TRUGTIDN. THE REQUIRED DEPTH BELOW THE FINAL GRACE. I 1 3.SILL PLATES SHALL BE PRE55URE TREATED WOOD OR WOOD OF
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY ( 2.SOIL BEARING PRE55URE ASSUMED TO BE 2000 P51. 1 NATURAL RE5ISTANG£TO DEGAY.
3,ANY FILL UNDER GRADE SUPPORTED 5LA65 TO BE A MINIMUM OF 4" 4.WALLS GREATER THAN 10 FT.IN HEIGHT SHALL COMPLY WITH
REGULATIONS. ( STATE CODE TABLE R602.3.1
3. TYPICAL DETAILS SHALL APPLY UNLE55 OTHER 415E 5HOWN GRANULAR MATERIAL COMPACTED TO 95%. 5,FRAMING MEMBERS SHALL NOT BE CUT OR NOTGHEO IN EXCESS TO:
ON THE DRAWINGS 4.ALL GONGRETE TO HAVE MINIMUM COMFRE551VE STRENGTH OF BEARING WALL MEMBERS:FIG.8602.6(1)
4, DO NOT SCALE DRAWINGS;USE ONLY DIMENSIONS SHOWN 3000psi @ 28 DAYS NWON-BEARING WALL MEMBERS:FIG.8602.6(2)
5.DESIGN LOADS: (cHecKrouRLouJ.cooe RECiuIREHaa1s) 6.CONCRETE 51IIEALKS TO HAVE TOOLED JOINTS AT 5'O.G.(MINIMUM) FLOOR MEMBERS:FIG.R502.5
1.REINFORCED STEEL TO BE A-615 GRADE 40.WELDED WIRE MESH TO i b.50LID BLOCK ALL RAFTERS FOR SHEAR AT EXTERIOR WALLS A5 REQUIRED. I
ROOF........................................_60psf(snow);10psf(dead) BEA-185. .1.SOLID BLOCK ALL FLOOR JOISTS AT ALL INTERMEDIATE BEARING WALLS,AND j
FLOORS(sleepin9 rooms)......__30psf(live);10psf(dead) D.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRE55URE TREATED AT THE ENDS BY FULL DEPTH BLOCKING.
FLOORS(non sleeping rooms)....40p5f(live);1 Opsf(dead)
OR PROVIDE WOOD TRUSSES ABLE TO SUSTAIN THE STATED LOADS
STAIRS....................................._40psf OR PROTECTED WITH 55#ROLL ROOFING. IND GATED ON STRUCTURAL DRAWINGS.
HANDRAILS..............................2001b TRU55 MANUFACTURER SHALL BE RESPONSIBLE FOR TRUSS DESIGN.
DECKS..........................._............40p5f 9.ALL ENGINEERED WOOD PRODUCTS SHALL BE INSTALLED PER
ATTIC(wl Storage)......................2Op5f - MANUFACTURER SPECIFICATIONS.
10.ALL WOOD,INCLUDING POSTS,LOCATED NEARER THAN 6INCHES TO
ATTIC(wl out storage)................tOpsf STAIR AND RAIL NOTES EARTH,OR LOCATED ON CONCRETE SLABS PLACED ON EARTH SHE BE
EXTERIOR BALCONIES........__b0p5f j TREATED WOOD OR WOOOOF NATURAL REE515TANGETO DECAY.
GARAGE FLOOR............. _50 Sf : 11.FIREBLOCKING SHALL BE PROVIDED TO GUT OFF ALL CONGEALED
p JI
---- ---------..--- - I.PORCHES,BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30°ABOVE THE FLOOR OR 'I I DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL).
GRADE BELOW SHALL HAVE GUARDRAILS NOT LESS THAN 3b°HEIGHT MEASURED VERTICALLY FROM THE I I FIREBLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS
NOSING OF THE TREADS.REQUIRED GUARDRAILS SHALL HAVE SUCH THAT A 4"DIAMETER SPHERE 'i1 A)IN CONCEALED 5PAGE5 OF STUD WALL5,INCLUDING FURRED SPACES,
Top
p CANNOT PASS THROUGH.THE TRIANGULAR OPENNGS FORMED BY THE RISER,TREAD AND BOTTOM RAIL AT CEILING AND FLOOR LEVELS CONGEALED HORIZONTAL FURRED
NAILING SCHEDULE ! SPACES SHALL AL50 BE FIREBLOCKED AT INTERVALS NOT TO EXCEED 10 FT.
OF A GUARD AT THE OPEN SIDE OF A STAIRWAY MAY BE OF SUCH SIZE THAT SPHERE 4"IND'AMETER 8ATT5 OR BLANKETS OF MINERAL OR GLASS FIBER SHALL 8E ALLOWED A5
To late to stud(end nail)............2-16d 315 FIREBLOCKING.
Stud to sole plate(end n nail)
.............._3-ibd R�NRSTRE X RE ARISER HEIGHT
HANDRAILS ARE REQUIRED TO BE 36"115 HEIGHT ABOVE THE NOSING A B)AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND
!Stud to sole plate(toe nai0.................3-bd or 2 1 6 1 HORIZONTAL
I 2.STAIR MAXIMUM RISER HEIGHT 15$1/4"AND MINIMUM TREAD DEPTH 15 9'.STAIRS HAYING MORE THAN 3
1 Double top plates,..................._........10d @ 24"oc
SPACES SUCH AS GOOD AT SOFFITS,DROP CEILINGS AND DOVE CEILINGS.
' THE TREADS AND 6HA.L BE CONTINUOUS THE FULL LENGTH OF THE STAIR.ENDS SHALL BE RETURNED OR i C)IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND
:ON top plate lap splice........................8-16d SHALL TERMINATE IN NEWEL POSTS PR SAFETY TERMINALS.THE HANDICAP PORTION OF THE HANDRAIL BOTTOM OF THE RUN.
Top plate laps(Intersection)..._._._2-10d SHALL BE NOT LESS THAN 11/4'NOR MORE THAN i 518"IN CROSS-SECTION DIMENSION,OR THE SHAPE D)AT OPEINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR
Sole plate to joist or blosking.._..........led @ 16"ooSPALL PROVIDE AN EQUIVALENT GRIFFINS SURFACE IT SHALL HAVE A SMOOTH SURFACE WITH NO SHARP LEVEL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCT-5OF
Gerling joist to top plate(We nalD........3-bd COMBUSTION.
CORNERS.THE MINIMUM HEADROOM CLEARANCE IS 6'-b"MEASURED FROM THE NOSING OF THE TREADS.
Geiiin joist over artihan.._..............3-10d I E)FIREBLOGKING OF CORNICES OF ATWO-FAMILY DWELLING 15 REQUIREDAT
91 P THE MIMIMUM STAIRWAY WIDTH 15 3',EXCEPT 30"IS ACCEPTABLE IF ANOTHER STAIRWAY 3'SIDES THE LINE OF DWELLING UNIT SEPARATION-
;Ceiling joist(,parallel rafter.._......_.3-10d PROVIDED FROM THE FLOOR.SEC 314,1 EX.2 12.JOISTS EXCEEDING A NOMINAL 2 X 12 SHALL BE SUPPORTED LATERALLY
Ix braefter to top plate(toe-11).................2-Sd BY 50LID BLOCKING,DIAGONAL BRIDGING,OR A CONTINUOUS 1X9 STRIP
1x brace to stud(plate.......................2-bd 3.WINDING STAIRS ARE REQUIRED TO HAVE A MINIMUM WDTH OF TREAD NOT LESS'HAN b"AND AT LEAST ', NAILED ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS AT
Joist 0$111 plate(foe mail)...................3-bd I, e'AT A POINT I2"FROM THE SIDE WHERE THE TREADS ARE NARROWER, SEC 314.4 INTERVALS NOT EXOEEDING b FT.
Rafter to ridge,hip or valley(t.n.).....4-1 So
Rafter to ridge,hip or valley(e.n.)_.3-16d 4,SPIRAL STAIRS ARE REQUIRED TO HAVE A MINIMUM WIDTH OF 26"WITH EACH TREAD HAVING A 11/2"
Rafter ties to raft-r$..................._.._.3-bd MINIMUM TREAD WIDTH AT 12"FROM THE NARROW EDGE.ALL TREADS SHALL BE IDENTICAL AND THE RISE
5ubfloor to ftoorjoist..............._..........bd @ b"ac edge,12"oc ( SHALL BE NO MORE THAN 9 112'.A MINIMUM HEADROOM OF 6' o°IS REQUIRED,SEC 314.5
i
Wall sheathing to stud......................bd @ 6"oc edge,12"oc
I 5.ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS AND SOFFITS PRO7EGTEP ON THEfield ENCLOSED ENCLOSED SIDE WITH 1t2'GYPSUM BOARD. SEC.314,6, .- - -
Roof sheathing to rafter/truss.._.._,._.bd @ 6"oc edge,12"oc field '
Joist to header_.._............._.._..4-1bd6.INTERIOR STAIRS SHALL BE PROVIDED WITH AN ART IFICAL LIGHT SOURCE LOCATED IN THE IMMEDIATE
VIGINITI OF EACH LANDING AT THE TOP AND BOTTOM OF THE STAIR.-EXTERIOR STAIRS SHALL BE
--------------------- --- ----- PROVIDED WITH AN ARTSCAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY O°THE TOP LAND NG dddp y r rNaLrra:7R12Fn xl-FRa-Ir,.t,qR anrrlrt.
OF THE STAIR.CONTROLS FOR THE LIGHTING SHALL BE AS SPECIFIED IN THE ELECTRICAL CODE ART tw ( fi T3 TF B CRi7.1NQ IS-1d•3LivTh3h7 Of
440.2.1. SEC 303.4. -"\ ..... -::G)h(a_9:i.IHU•.'IYIRr.'/,tIF MF NH9:
E EDJCATiCF!L:+}?'��'NLY
- ---_- ------- - '.(^ 51 NPL InRA'd'JG F.FA-RIBS;AN(IF;:HAI NY.FI QF.
G:ridD s S".-
'A--SIGNCD S 1,1LL DE
(:FRF(:7t,:FFVL1.TF.IF C.01 F5
CUSTOM DRAWN FOR:
ERIC & ERIC STE-EVE 4 CAfRYN NOTES FB
SHEET NUMBER
6435 STATE ROUTE 8
BRANT LAKE NY 12815 LAFLECH NOTES: DATE:11-23-09
QUEENSBURY, NY PHASE 1 CUSTOMER DESIGN APPROVAL ATE:12-11-091www.ericeric.com (01-13-10)
PHONE:518-494-2869 BOARD REOUE5TED GHANOE5(04-06-10) ATE:04-06-100
FAX:518-194-0901 GENERAL CONTRACTOR: ATE:04-22-10
CHRIS GAPRIELS
,\ N
-APPROXIMATE SHORE ANGLE AT HIGH \
WATER MARK
PERPENDICULAR EXTENSION FROM HIGH'\ \ WATER MARK AT INTERSECTION OF
i 1 1 PROPERTY LINE EXTENDED
? (MOST RESTRICTIVE)
NEIGHBORING
DOCK // y
PROPOSED
\ � DOCK EXTENSION
l --PROPOSED
(91 DOCK EXTENSION EQUAL IN
\ APPROX.LOW// AREA TO DOCK BEING
WATER MARK eS IREMOVED
,7
MEAN HIGH O Pm° ��!:.rf o�•If t:, r? Ex18TNcY 4'xi2'DOCK
TO BE REMOVED
EXTENSION OF PROPERTY LINE
(MOST RESTRICTIVE)
EXISTING
HOUSE - \ _--
y1" � SHORELINE
51TE FLAN
SCALE:P.20*-0°
SHORE LENGTH IS 103'+-AT f�/'� .Q�� �' j'..*�' >•_
ELEVATION 3M.12'PER LAKE } '{"jr3fa �\ , r' I., ,'� cz
GEORGE WATER ELEVATION 00-11-013 Va<!rripttnFn 30-FRA,uxY iUR Ann-Ir.11,
T7 TF 7 CRil,1N31v A'A-DLL ON OF
ci••11%;re;tIF1)111SICK1.(:rI-IFNF1:
•-'OPKUTA E ELSJCATIIN LAS!I*lLf
(,41FI6So L41L'E-H:i:1 IIE ChIiilAh_iJF II II^:
\ y n,'Dd)SJrFSD',.S:F'J pE NPI 11.F,:]F.
CF;6;x;3CC�=R_.'.F�91�NCC S I�.LL 7C
` ;(,lt" rFRF1:Wl.F.FvA rinjr(:;}"Fj
Cff)
WN FOR:
ERIC & ERIC4RYN GENERAL NOTES scALe: 1 : 20 SHEET NUMBER
6435 STATE ROUTE 8 ++�
BRANT LAKE NY 12815 ,rWE NOTES: DRAWN BY:JRC DATE:11-23-09
RY, NY PHA5E 1 GUSTOMERDE51CvNRPPROVAL REVISED: KI DATE:12-11-09
(01-13-10)www.ericeric.com o4-06-10
PHONE:518-494-2889 RACTOR: BOARD REQUESTED GRANGES(04-Ob-10} REVISED: {�� DATE:FAX:518-494-0901 RIEI_S REVISED:Kjl DATE:04-22-10