AST-000409-2017 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development- Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: AST-000409-2017 Date Issued: Tuesday, January 30, 2018
This is to certify that work requested to be done as shown by Permit Number AST-000409-2017
has been completed.
Tax Map Number: 290.-1-22.6
Location: 167 CHESTNUT RIDGE RD
Owner: Richard Hughes, Marceline Hughes
Applicant: Richard Hughes
This structure may be occupied as a: Detached Garage 1,690 sq. ft.
Cross Ref. Area Variance Z-AV-51-2017 approved for a second garage By Order of Town Board
1,008 sq. ft. detached garage to include 432 sq. ft. for storage and 250 sq. ft. for TOWN OF QUEENSBURY
use as a carport
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
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.
4 I��I�{SII TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: AST-000409-2017
Tax Map No: 290.-1-22.6
Permission is hereby granted to: A Plus Home Improvement
For property located at: 167 CHESTNUT RIDGE 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
Tvne of Construction
Owner Name: Richard Hughes Detached Garage $19,500.00
Owner Address: 167 Chestnut Ridge RD Total Value $19,500.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
A Plus Home Improvement
591 Vaughn RD
Hudson Falls,NY 12839
Plans&Specifications
Detached Garage 1,1,90 sq.ft.
Cross Ref. Area Variance Z-AV-51-2017 approved for a second garage
1,008 sq.ft.detached garage to include 432 sq.ft.for storage and 250 sq.ft.for use as a carport
$253.50 PERMIT FEE PAID-THIS PERMIT EXPIRES: Monday,October 15,2018
(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 een rids , t2017
SIGNED BY: for the Town ofueensb
Q mY•
Director of Building&Code Enforcement
x
Office Use Oniy /jam
ACCESSORY STRUCTURE Permit#: �� `" � -d-o -7
PERMIT APPLICATION Permit Fee: $ R-53, SO
Town d(tuueensbuq
742 Bay Road,Queensbury,NY 12804 Invoice#:
P:518-761-8256 www.gueensbury.net
Pro ect Location: ` ► �
Tax Map I® #: Subdivision Name: F- "'" T iaf u
ry
-DLO/0` `� �.fo -
CONTACT INFORMATION: I
• Applicant: TOWN OF QUEENSBURY
Name(s): c a ,� commuron Y h �1r 1-.t F'€+�EI T
Mailing Address, C/S/Z: \�� r�, Y s�t rev, 1c.iD"C L(3_' �� (1-yoLl
Cell Phone: 1.�A Land Line: ( s18 ) � - NI K
Email: tau C� P Cz R-J
Primary Owner(s):
Name(s):
Mailing Address, C/S/Z:
Cell Phone: �_) Land Line:
Email:
• Contractor(s): _
Business Name: .4t'P/tis F�o m r 1 ►��rt o vac r� •*� j Sc,t&-,,
Contact Name(s): _!i C A 3 iz,4 L s
Mailing Address, C/S/Z: -1-rf 1/4 L4 tin 0,9-4 All, Ao10 `ps
Cell Phone: 5%f ) 7 9/ 613 9 � Land Line:
Email: (�'-7 . C.4,3 of 03 i�4- co
• Architect(s)/Engineer(s):
Business Name:
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: �_) Land Line:
Email:
Contact Person for Building & Code Compliance: J 1'j- (!r4 9 70
Cell Phone: ( -1 1)�" ) 7 V- G3 9 G Land Line: � )
Email: J , � (J,4.3��C t/.�'10� • Cy•-'
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
PROJECT INFORMATION:
TYPE: Commercial � Residential
WORK CLASS:
Deck, Open Porch _Solar Panels(w/o rafter upgrades) _Carport _Cell Tower
_Shed _Pavilion, Pole Barn, Canopy _Dock _Gazebo
r
G, Detached Garage _Boathouse (with or w/o sundeck) _3-Season Porch
_Other(description: )
SQUARE FOOTAGE OF STRUCTURE:
1st floor: I a SR
2nd floor: Z1-3-
Total square feet: ���l V
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$ 19 J'_44--;'
2. If Commercial project,what is the proposed use:
3. Are there any structures not shown on the plot plan? YES Explain:
4. Are there any easements on the property? YES fVO�
DECLARATION:
1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be
completed within a 12 month period.
2. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or
description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local
building laws and ordinances, and in conformance with local zoning regulations.
4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME: q �( 6bAu
SIGNATURE: Q �4'it; DATE: C� --A
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
FRAMING NOTES
NOTES FROM DESIGNER * ALL FRAMING LUMBER MUST BE #2 AND BETTER SPF KD
STRUCTURE MUST BE REVIEWED AND APPROVED BY A LICENSED OR BETTER.
ENGINEER OR LOCAL BUILDING DEPARTMENT BEFORE CONSTRUCTION
BEGINS, DESIGNER IS NOT RESPONSIBLE FOR STRUCTURAL CALCULATIONS. W ALL SHEATHING MUST BE APA RATED
ALL MEASURE TO BE FIELD VERIFIED ELEVATIONS MAY CHANGE BASED
ON VERIFICATION. IF THERE IS A CONFLICT WITH ANY PART OF THIS TOWN OF QUEENSBURY ALL STUDS, JOIST, & RAFTERS 16' O.C. UNLESS
PLAN OR CHANGE TO THE PLAN, BUILDER OR HOME OWNER IS TO CONTACT BUILDING DEPARTMENT OTHER WISE STATED. TRUSSES SPACED ACCORDING TO
DESIGNER BEFORE CONSTRUCTION BEGINS, IF DESIGNER IS NOT NOTIFIED Based on our limited examination,compliance MANUFACTURES SPECIFICATIONS,
HOME OWNER AND BUILDER PROCEED AT THEIR OWN RISK, ALL EXISTING with our comments shall not be construed as
indicating the plans ands ciilcations are in * FLOOR JOIST MUST BE DOUBLED UNDER PARALLEL PARTITIONS,
SUPPORT AND DIMENSIONS TO BE FIELD VERIFIED, BUILDER IS full compliance with the Building Codes of
RESPONSIBLE FOR ALL BUILDING CODE COMPLIANCE AND PROPER New York State. BATH TUBS AROUND ALL FLOOR OPENINGS.
INSTILLATION OF ALL MATERIAL,
ALL LUMBER IN CONTACT WITH CONCRETE OR GRADE
MUST BE TREATED,
x HEADERS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS
WILL DOUBLE 2X10 WITH 1/2' PLY WOOD FILLER UNLESS STATED
GROUND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD
OTHER WISE,
WIND DESIGN UNDERLAY FLOOD w HEADERS WIDER THAN 6'0' WILL BE (3) 2X10 WITH 1/2'
SNOW DESIGN FROST LINE s FILLER UNLESS STATED OTHERWISE,
LOAD SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS
60
115 C Severe 48" Slight to Slight to -10 24" Noy;;r;t�; � � � e�..�� -K ALL OPENINGS WIDER THAN 410' MUST BE SUPPORTED
Moderate Moderate BY 2 JACK STUDS ON EACH SIDE,
NOTICE, EXTERIOR WALLS WILL BE 2X6 AND INTERIOR WALLS WILL BE
FOAM INSULATION MUST BE 2X4 UNLESS STATED OTHERWISE.
DESIGN LOADS GARAGE ------ 1008 SQ. FT, COVERED BY A 15 MINUTE )x PROVIDE BRIDGING AT MID SPAN OF JOIST 10' OR LONGER
STORAGE ------ 432 SQ, FT, THERMAL BARRIER
FIRST FLOOR LIVE LOAD ------- 40 PSF CAR PORT------ 250 SQi FT, x ALL SUPPORT COLUMNS MUST MAINTAIN SOLID BLOCKING TO
STORAGE AREA LOAD --------- 30 PSF
FOOTING OR FOUNDATION
FLOOR DEAD LOAD ------------- 15 PSF
w ALL INTERIOR DOORS SHOULD BE PLACED 4' FROM CLOSEST
INTERSECTING WALL IF DIMENSION NOT PROVIDED
NOT ICE_
KRAFT PAPE R II!T S ULATIUN
, . , ' , , , , , , , , , , , , , , , , , , , , , , , , , , { t I 1 I i I ► J f� MUST BE COWERED BY
1 I t i I t / ` BARRIER
MB
it t I 1 i ! I 1 1 1 1 aC�(V I US i� i '�~
11 I 1 I I I i I i I 1 1 1 I
1-I E I 1 1 1 1 r 1 1 t f 1 t t
1 I I I I I I I I I I I I i
1 t 1
fillI 11111111111 I 1 l I 1 II11II I1I11II1 (IIi11II ►I ►1I11IIII1II I1 1IIIII 1 1 11111111111 fill1 III \\
GENERAL NOTES
* ALL CANTILEVERS TO BEA 3+1 RATIO
, , , , { { { , i I + t , t , , ► , 1 , �� , , , , , I t 1 I 1 1 ( t 1 t 1 , , + 1 + i \ ! r 1 1 t I ( w TOP OF FOUNDATION MUST BE MIN, OF 8' ABOVE GRADE
, , , , , , , 1 , , , , , , 1 1 ( � I t tI
r * GRADE MUST SLOPE 6' IN 10' FROM ALL SIDE OF BUILDING
' , , I , , I1t1i1I1t , il1 ' tit ' , �� \� ilftittlltil ' llittli , lliitll ' tiill ,•' i 1 ALL BEDROOMS MUST HAVE AT LEAST ONE EGRESS OPENING
I , I { 1iIlII11tIIt i i t i I i I 1 � �`�� 11 t 1 I I i # t { ! i t E i r
� ti � 1 I I l t l i CLEAR OPENING 5,7 SQ, FT, ABOVE AND BELOW GRADE
1111110
MIN,A20 WDEGAND 24" HIGH FT, AT
iT GRADE
I I I I ► t I 1 1 1 1 1 1 1
I I 1 I 1 I i 1 1 1 1 I I L,_/I ► 1 l I 1 I I I I I I 1 t I I I ,\�. I I ► I I i I 1 1 t 1 1 I
E 1 r i i i I i 1 I t r i f t t i t t t i t ( I I I l r t t t l T l I f t l l t l t i l l t � # # / i r 1 # / 1 1 # # # # # / # # , _ , # # # 1 i l i / i # # 1 1 SAFETY GLASS TO BE PROVIDED IF
1 1 1 1 1 1 1 1 1 � I 1 1 1 1 1 # ( 1 1 1 1 1 1 1 1 1 # 1 1 1 1 1 1 , 1 # 1 1 # I 1 1 , 1
ONE PANE IS MORE THAN 9 SQ, FT.
' ` � • ` ' ' ' • ' ' • I i ! 1 7 I i i 1 # 1 1 1 1 7 t i # 1 t i i [ # # 1 I ( t i A i # # # 1 i # / # 1 i 1 1 #
1 I 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
fill # # # , , 1 , , , , , , , 1 , , r ) # GLASS IS 18' DR LESS FROM FLOOR
i l 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 GLASS IS WITHIN 5' OF TUB OR SHOWER OR STAIRS WELL
1 1 1 1 1 1 # # ! 1 t # # 1 # # i # 1 4 t t # 1 1 1 i / 1 / 1 t ) I t
i { 1 i i 1 , 1 1 I i 1 t 1 1 t 1 I f 1 1 # i 1 I 1 i i f 1 t i i 1 1 1 i
1 1 1 1 1 1 # 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1
EXHAUST FANS TO BE VENTED TO OUTSIDE .
SMOKE DETECTOR DIRECT WIRED WITH BATTERY BACK UP.
ONE IN EVERY BEDROOM, ONE ON EACH FLOOR ,AND
WITHIN 10' OF BEDROOM DOOR IN HALLWAY ,AS WELL AS BASEMENT
w CARBON MONOXIDE DETECTOR ON EACH LEVEL
t a i
rl w ATTIC ACCESS 30'X22' NOT IN CLOSET
` '� . ..:' 'a,y w;�r`.i, ,' .�•: , {••..;rt0•'w•, r r•.'•'�e�y.;« ;,:.w i `'rt". •.:'+ i:• "'.
!!! ,1` +�ti;Jt,r.s" ,''•.'•• •» .., •:.+•-"1w•`•:�:�r.`'.. •r :,;'' ��'':;+`• .;;;'�':#; '' } '• ':•:«.�""•:'.•••w�:•K «- ICE AND WATER BARRIER COVERING 24' HORIZONTALLY FROM
t ...• :.I ......_ r••.• w•rl i 9w."::r�'•t;.••� .f ii..'# `t .. `#:a:�' :.Y. :fa`` �`' •i" ... •i 'i�.r.—...
OUTSIDE EDGE OF EXTERIOR WALLS AND IN VALLEYS
:.•.••: .„�•a.,ra •r'•', '�:'j':; .`""",ar.•`...+-.••.;.; ;e •., y,,•*.:# � ALL STAIRS SHALL HAVE CLOSED RISERS AND BE EQUIPPED WITH
« `�,�•r;;`�:+j.•:•t`�a';j.!i+:t'1i�:�x. «y:7•.'+{t.;#'#'rf•,-+"� .�f�� ',•t."'.i :? j.a.�.` �'rf'i�'i:.:•l.�«'Yt• ,�'-«`'S'•'t fi,;,'
LEFT ELEVATION HANDRAIL PLACED 34' TO 38' ABOVE NOSING
FRONT ELEVATION
W ALL EXTERIOR STEPS AND RAILINGS WILL BE DETERMINED
BY FINAL GRADE
FOUNDATION NOTES
ALL CONCRETE MUST REACH 3000 PSI AT 28 DAY
FOR SLABS WALLS AND GARAGE SLAB 3500 PSI
It 1 1 I r t 1 i i ! i 1 1 1 + ! 1 i 1 1 t 1 1 ( 1 i 1 1 _ { _ 1 _ 1 i _ 1 _ 1 _ I t 1 _ i _ ) 1 l ( 1 1 1 ! ♦�'` \`�`
w ALL FOOTINGS AND PIERS MUST BE ON UNDISTUR
BED
SOIL 48' BELOW GRADE OR BELOW LOCAL FROST DEPTH.
\�I � w FOOTINGS AND PIER SIZE BASED ON 2000 PSF BARING
i t 1 1 1 1 t t 1 i 1 1 1 1 I 1 i I 1 ► I 1 I 1 I 1 1 1 I 1 1 I I 11 . 1 _ i _ l _ 1 i I I ( E I 1 ! ( ! 1 I ( ! ► �
I 1 t I 1 I t CAPACITY,
t i ( t l 1 1 1 1 1 1 ! I t I l l t l l l t l + I I I l I l t t t - t l _ I _ , _ 1 I l r l l ► t I i t t l � FOUNDATION MUST BE DAMP PROOFED OR WATER PROOFED TO
❑F FOOTING
iTOP ,
1 I I I I t I I I i I I I
i , , i i , I i , I i , , { , , , i { i I i 1 t I i t _ s _ 1 i 1 ► _ } _ 1 . 1 . 1 . 1 . 1 . 1 _ 1 _ 1 _ i t _ r _ i f 1 i I t I UNLESS OTHERWISE NOTED SLABS WILL BE 4' THICK WITH
1 ► 1 1 1 1 1 t I t l l t i l t l I E I l I t l t l t t _ t l i i l l _ 1 _ 1 _ 1 . 1 _ x _ 1 . 1 . 1 I l t i 6'X6' WELDED FABRIC, PLACED ON TOP OF 6 MIL POLY
I i t i i 1 ► 1 t I 1 t 1 i t I I I t I � I 1 t 1 ( ( ' + + i + ' ' ' ' , ' ' ' ' ' ' ' ' �� OVER 6' OF COMPACTED GRANULAR FILL, T
t l ► I I t I i t t 1 1 t 1 1 i t l t t l i i l l l l , r l t i l _ 1 - 1 _ 1 . 1 . 1 t i l ( I l t ALL FOOTINGS WILL HAVE 3 PCS, OF #4 REBAR ON
N
REBAR CHAIRS,
t ALL PIER FOOTINGS WILL HAVE 3 PCS, OF #4 REBAR IN EACH o V
DIRECTION. 06 W
o ALL CONCRETE WALLS WILL HAVE #4 REBAR ATTACHED TO _ a)
TOWN OF QUEENSBURY FOOTING APPROX., 4' APART, WITH TWO HORIZONTAL ROWS
I COMMUNITY D VELOPMENT OF #4 REBAR v x C
I fu
CU
i BACK FILL SHALL NOT OCCUR BEFORE 28 DAYS OR FLOOR
SYSTEM IS IN PLACE. N N N
1 r � �
1/2' ANCHOR BOLTS MUST BE PLACED 6' O.C, AND WITH IN o t,-
12' OF ANY CORNER AND A MIN, OF 7' IN THE WALL. ( 3 (0 4?
N
1 j ..- - � ; r.t+ .�, ,. �, .� z. .•.,#r t:'•:•' „•' �i ..., a. ;tib:,•; {
I _ 1. `yr`. .Y, '�'. yv.. .:�*i i'r• `#w: •�i ',*.�<',.� I, .n+: �.t ;l� •. f .•''t: # 'm 4'• •,M..Y�.�?,i. f +: ',• •�.'`11 ,1•
_ 1, .�. •�,.. -, �,. .1-a"t..•• * .4•`. �.t,�. ..' ,r.,L .`J..i '~.`a't.�`..jl ♦..p�� •ti: .�,f„ o-(•,; Y+�,S :l••1, r ay.«iM,•sh1r..,.A, ,*:, f'.r•':f•!t•*!'#r'.$.1+*"'
.. 1� r ',#:.i##sr" ::.1�„N:a. ''.dl:+# .t•„•y•r�,a f�`�,.r• ,}'.rl•:':`.r': •�'1• ,^1,�.��t,� a�;j. tir ,,,,:rV.ti t. It,. %,.a: � .. .d, 1.. t .:f, ,.. ♦•� • �A''''
4J' •r�k T« -TC•a a'. ,Z.. ” u^+ .}�' r. ��•• #.. , A, ,, t .i 'fi•'• , �'f. ,;• •lrMr�'t:lf' �,#.� ;S. �#.. 1 I` ti
'•k :,fY l�.t�` .r ,4a:••f• ,, y'•s.:. i.�4 ».. ..'.'i' ,,,•! ",; .. .•S. .f` •.f>a'� .* :,�#-+""!
.. ":'''..`�:P.'•.: •X yY+.13,t_,+ems•r :'s. .!•. ..
BACK ELEVATION RIGHT ELEVATIONKevin
drawn by
RICHARD HUGHES date Havens
6/9/e017 6/9/2017
scai 1/41: P0.
CHESTNUT RIDGE ROAD, QUEENSBURY page
ELEVATION 1 OF 4
8'-lir 36'
-� Window & Door Schedule
IF WINDOW SCHEDULE IS CHANGED VENT,LIGHT,AND EGRESS MUST BE RECALCULATED
6'-9Y ( I ANDERSEN 200 SER. LOW-E GLASS, DOORS THERMATRU ALL GLASS LOW-E
ALL WINDOWS LESS THAN 24' FROM FINISHED FLOOR OR MORE THAN 72' FROM GRADE
MUST HAVE WINDOW OPENING CONTROL DEVICE ON THEM.
ROOM UNIT R.O. QTY. CLR. OPG, LIGHT VENT U—FACTOR
STORAGE 244DH3050 3'0 X 5'0' 1 6.1 11.0 6.1 .29
—'�— O STORAGE 244DH3050 (TEMP) 3'0 X 5'0' 1 6.1 1110 6.1 ,29
e' cora. wall, dnnproof to
I GARAGE 244DH3050 3'0 X 5'0' 4 6.1 11.0 6.1 29
le'-lfr I *oa, �tal2.�w of GARAGE 3/0 9 LT, FIBERGLASS DOOR 38 1/2' X 82 1/2' 1 20.0 5.5 20.0 26
builder is responsible to verify quality and R.O. of all windows and doors
7'
cont. footkv with 3
rows of M4 rebar on chars I
—„� O I 4' reinforced concrete slab I 28'
with 6 Mll poly under floor
sloped toward over head door I
I I
7'
I
3'-8i"
I NO MORE THAN A 61
SPHERE CAN PASS
NO MORE THAN A 4'
SPHERE CAN PASS
6'-iir
341-361I
I
34'-38'
NOSING NOT LESS THAN
10'-9' 14'-6' 10'-9' OR MORE THAN 1 Y4' TREADS & RISERS
■ ALL RISERS WILL MB�ERECLTOSED g
F❑UNDATI❑N PLAN '� PH i� LESS THAN 9'Y4'
9
36'
---------------------
,\ 1 1 I 1 I I 1 I I 1 I I I I I I I 1 I I _ I _ 1 _ 1 _ 1 1 _ I _ I _ I I 1 I I I I ► 1 1 I I I 1 I I 1 I 1�
l 28'-6!' --------------------- , I I , I I i 1 i I I I 1 I ► I I 1 _ I _ I _ I _ I _ I _ I 1 I I I , _ i _ t - I 1 _ I I I 1 I , i 1 I I I l i
1 1 I I I 1 , I I 1 I I I I I I ► I , I I I 1 ► 1 . 1 1 I 1 I I 1 I I I 1 1 I I I I , I I
3'-2' '_-_-_-_-_- _-_-_-_-
_ _ _ _ _ _ _ _ _
I I I I I I i l l i l l l i l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
71
8' I �• --------------------- I I I I I 1 I I I I I I I 1 . 1 . 1 . 1 I I I I I I I I I I I I 1 I I i i I I I I I I 1 1 I I I
3' t/- 3'-2'
III ---------------------
11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1
_ _ _ _ _ _ _ _ _ - _
- ------------------- . . . . . . . . . . . . . . . . . . . . , . . . . .
9'-3• — — — — — — — — — — — -
- — — — — — — — — — — —
7'
------------ — — — — — — Ivies watt ��' 3'-2' .�
III - - - - - - - - - - - . �+
_ _ _ _ _ _ _ru
41
❑ 12' 261_9. ,� 3'-5. --t' _— — STORAGE
III — — — — — — — — — — — —a �a
7 — — — — — — — — — — — —
14' re ------------------------ I
- _
3/0 _ — _ _ — — — _ — _
14'-7� I I I I I I I i l l l l l l l l l l i l l / I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
— —
ask-
- - - - - - - - - - -
_ ____________
I I I I I I I t I I I I I 1 1 1 I 1 _ _ ♦ I I I I I I I 1 I I I I 1 I 1 1 I I
11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � ♦� I I I I I I I I I I I I I I I I I
1 / _ _- - - � - - - -_ , I t l l l l i l l l l l ► 1 1 1 1
I l l l l l l l l l i l t l l l _
7' I I I I I I I I I I I I I I I I .__-_-_-_--- _---_-_
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
3 ply 16' LVL - - - -
y l I I I I i l l l l l l l l - - - - - - � - - - I I I I I I i i l l l l l l
- I 1 1 1 1 1 1 1 1 1 1 1 1 1 - - - - - - - -_
ti .1 --_-_ - - -
-
- - - - - - -,
244 244DH30 0 11 I I 1 I 1 I I 1 I i I I I 1 I 1 1 I 1 1 1 I i I I I I I I I I I I I I I I I 1 I I 1 I 1 I
9' 51-6' 1P'-6' 121-6' i 5'-6'
STORAGE PLAN
FLOOR PLAN
drawn by
RICHARD HUGHES Ke6/9tenHavens
/2017
scate
1/4'- 1'0'
CHESTNUT RIDGE ROAD, QUEENSBURY page
PLAN VIEWS 2 OF 4
6' diameter
reflective redthe construction type designation
pantone #187V shall be I, II, III, IV, or V to
(reflective indicate the construction
white J\ F classification of the structure
i/2' under section 602 of the BCNYS engineered
trusses 24' o.c,
designation for structural `
components that are of 8'-10'
truss type construction
floor framing, Including 12
TRUSS IDENTIFICATI❑N SIGN SHALL girders and beams
10
BE ATTACHED TO BUILDING IN A LOCATION # roof framing
AS DIRECTED BY BUILDING OFFICIAL R osb 2 rows ofyr.Ice water, 1d
a ,y floor and roof framing 1 . felt, lnu shingles, and
continuos ridge vent s�
K
ladder frame between
. 12'
with like members 16' o,c, 9'
2x6 sub facsla, 6' alum.
fascia with contlnuos
vented soffit and -/91
proper vent
-120- 71r
8'-6'
2x6 16' o.c,, 3W osb,
house wrap and skiing 6 -81'
Me' gyp. br, Inside T-10'
LL
-z' 3'-51
i
engineered
trusses 24' o.c. 2x6 treated plate with slit
2x8 16 o.c, over seal and 36' ,J-bolts 6' o.c. �— 4'
frame with 2x10 ridge 3'-3}•
4' reinforced concrete slab
with 6 mil poly under floor
3'-2' sloped toward over head door 1
8' cont, wall, dam proof to
12 footing with 2 rows of
horizontal #4 rebar ` ''
10
;�.
� #4 bars vertical 48' o.c. �4` 4'•
—~ 8' �'• min,
cont, footing with 3
rows of #4 rebar on chairs I 2'
12 SECTION A -A
2x6 sub facsla, 6' alum.
fascia with continuos
vented soffit and
proper vent '
3 ply 16' LVL
2x6 16' o.c., 3�6 oslo,
house wrap and siding
3¢' gyp. br. Inside
i
0
4' reinforced concrete slab
with 6 mil poly under floor
1r — sloped toward over head door
81 cont. wall, darn proof to
footing with 2 rows of
horizontal #4 rebar
,
#4 bars vertical 48' o.c. ''! 4'
• min,
cont. footing with 3
rows of #4 rebar on chairs 2`
SECTION B-B
drawn by
RICHARD HUGHES Kevin Havens
date
6/9/2017
state
3/8•- 1'0•
CHESTNUT RIDGE ROAD, QUEENSBURY pace
PLAN VIEWS 3 OF 4
' osb, 2 rows of ice & water, 15
Lb, felt, 30 yr. shingles, and
continuos ridge vent
ladder frame between
with like members 16' o.c. --�
2x4 frame around
gable Windows ------
2
2 ply 2x10
6'-8'
2x12 ledger with ledger lock
screws 32' o,c In W pattern
' osb, 2 rows of Ice & water, 15
u cont nluos ridge shingles, and
2x6 sub facsia, 6' alum. � PJ
fascia with continuos
vented soffit and 12
proper vent
14
2x10 16' o,c. sloped hanger
2x6 16• o.c., osb,
\ 2x4 collar tie 16' o,c,
�
house wrap and siding hanger at garage wall
)J• gyp, br, Inside
10'-la" 2 ply 2X8
beam
8'-6" � 6x6 post
2x6 treated plate with sill 7'
seat and W -bolts 6' o.c.
4" reinforced concrete slab .
with 6 rtil poly under floor 4' reinforced concrete slab 9' '
sloped toward over head door with 6 mil poly under floor
1' sloped toward over head door
AM
8' cont. watt, dam proof to
footing with 2 rows of t,
12
horizontal #4 rebar `
►' � pier
#4 bars vertical 48' o.c. ......... .�'• 4
• :
,
min, Min,
jr/ .. r,:..�:. :♦;:.:�� •',.tit►;'•
cont. footing with 3
rows of #4 rebar on chairs I 2' I
SECTION C-C
drawn by
RICHARD HUGHES Kevin Havens
date
6/9/2017
scate
3/8'= 1'0'
CHESTNUT RIDGE ROAD, QUEENSBURY Pact
PLAN VIEWS 4 OF 4
MAP REFERENCES:
LOWELL SUBDIVISION
DATED MARCH 26, 1996
BY W.J. ROURKE ASSOCIATES
MAP OF A PROPOSED I SUBDIVISION
MADE FOR STANLEY RYMKEWICZ, JR:
DATED JULY 29, 1998 .
LAST REVISED FEBRUARY 23, 1999
BY VAN DUSEN & STEVES
LAND SURVEYORS, LLC
LOT E
LANDS N\F OF ^ u�
MICHAEL S. HAYES �-
a $78 07'0,52,
ry
^�
"N
_5 SIDE
IRF-. ` ro S.S vm
BACK``_
54-2-7.21
�� LOT Irk IRF
m
8.212 ACRES
A !.
os7.a• SEE WSE
v� Q
INSET '� 3
1"=50' 116 6 �2 /•O
/V73.
IRF
>y
2g W
' \• siaE sF a
EXIST. SHED •
IRF TO BE REMOVED -- -- - -
7-
IRF
IRF IR � N
CO
PGARAGEPosE
C
4 '
LEGEND:
CIRF = CAPPED IRON ROD FOUND
IRF = IRON ROD FOUND
J�� �� NEW = UTILITY POLE
® =
PERMIT PLOT PLAN WELL
O slr I HAVE PERSONALLY MEASURED THE DISTANCE
FROM THE PROPERTY LINES TO THE
PROP O Ep STIR CT
� )OR SIG (S)
t`
SIGNAT
- a•P� DATE 111
cd D u s Map of a Survey made for `� Date: October 8, 2001
IN8EAM A AL,ERAlLA p,waWAMMOS A,UpyEy Scale 1"=100'
(ti WAP BEAPoNC A LICF]IgD R,SL 9lIN mm SEAL ISA' -
/V`[/�AI �"�'� ' °� '�� Richard A. Hughes
NEW YORIc STATE ECIM.ATI(,1 LAW-
'ONLY MIES FROM THE OMIi/A1.a THIS
HAWED"AN QFMIMAI.OF T E LAND SUR%S=n
S t e v e S THN VE TO AO vMA OE V�* And 3 5108117 PROPOSED GARAGE S- 1
,Mw"Toa pa"Ift IETEOR Sw*-Y VAT
1M5 SURVEY WAS PRkPAq@O N A�ANCE ERI TE. -
fly THE EW ��EA SO IM 3 5/03/17 PROPOSED GARAGE
BY 111E NEW YOR!(STATE A590pATI0N OF PROfESS10NAL
and Surveyors � � >���ALL��Y Marceline Hughes To TIE >'E w�� JD 2 14125/17 1 SETBACKS SHEET f OF 1
ON 1�BEHALF To tIE mI,E oaaAnr, rAe
189 Haviland Road Queensbury, New York 12804 AGENCY Or Z WON wnrj.,ft""
(518) 792-847.4 New York Lia No. 50135 Town of Queensbury, Warren County, New York 1 141181171 NAME CHANGE & SHED LOC. HUGHES C-3078
NO. I DATE I DESCRIPTION DWG. NO. 01226