2008-332 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20080332 Date Issued: Tuesday, August 05, 2008
This is to certify that work requested to be done as shown by Permit Number P20080332
has been completed.
Tax Map Number: 523400-308-014-0001-003-000-0000
Location: 44 AMETHYST Dr
Owner: PRISCILLA REED
Applicant: PRISCILLA REED
This structure may be occupied as a:
Porch
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,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enfor ement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080332 Application Number: A20080332
Tax Map No: 523400-308-014-0001-003-000-0000
Permission is hereby granted to: PRISCIL,LA REED
For property located at: 44 AMETHYST 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. Tyne of Construction Value
Owner Address: PRISCILLA REED Porch $12,450.00
44 AMETHYST Dr Total Value $12,450.00
QUEENSBURY, NY 12804-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2008-332
224 SQ FT 3-SEASON PORCH
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, July 02, 2009
(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 T wn of ueen es ay, July 02, 2008
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
...--OFFICE USE ONLY .. ................�-�� � ,I ,/.I ;
TAX MAP NO.
PERMIT NO.
FEE PAID BLDG.&CODES APPROVAL � �0,
..........-..................... .0 ..zy
ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION
Use this application for any structure other than the Principal Structyre (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. dD T , u Q--IN G,�
OWNER: r lQ( c INSTALLER/BUILDER:�, �L, Fj( a � � 1_n
ADDRESS: t4) 7I`�Y' 7` ADDRESS:_ __} y /� l✓_ b-
PHONE NOS. PHONE NOS.._ Z Z
LOCATION OF PROPERTY:S' (�}� � � "n SUBDIVISION NAME: h
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION:
ESTIMATED COST OF CONSTRUCTION: $ . 10 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? i- C
IF YES,PLEASE LIST: _ -� 0
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
PROPOSED CONSTRUCTION 13T FLOOR 2ND FLOOR TOTAL PROPOSED
SQ.FT. SO.FT. SQ.FT. HEIGHT
FT.&IN.
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH*
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
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.
(Q7UESTIONSALL 761-8256 OR EMAIL
I have read and agree to th aueensburv.net
f FOR MORE INFORMATION
Dated: u®ensfiurv.net
Town.of Queensbury• Community Development Office• 742 Bay Road, Queensbury, NY:1.2804
B 1-LGL 11-05
___.--_____-
w Concntunity Development Office
"own of Queensbury • 742 Bay .Road • Queensbury, New York •12804 ;
WINDOW SCHEDULE ------
JOB SITE/ADDRESS: y S'T— �1'. DATE: 'r - Z 3- 03'
OWNER. 1 �rr C C�' � D APPLICATION NO.:
WINDOW-
UNIT OR CLEAR CLEAR
WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING
NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR
WIDTH
MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT
LETTER NAME MODEL/TYPE CALL WIDTH HEIGHT VENT OPENING S IN INSTRUCTIONS
ON PLAN p ,r SIZE G (, INCHtE� INCHES
B 26-LTR 11-05
i _..- -_-____.-_
Community Development Office '
" OW11 Of Queensbur•y - 742 Bay Rowl - QuceusburlJ, Nev, York -12804 ;
0
BUILDING PERMIT CALCULATION SHEET:
NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS
REQUIRM ACTUAL LIGHT REQUIRED SQUARE FOOT
HABITABLE ROOM AREA OF ROOM IN o LIGHT SQUARE VENTILATION-4% VENTILATION OPENING FOR REMARKS
SQUARE FEET 8/o OF ROOM FOOTAGE OF ROOM AREA SQUARE EGRESS
AREA FOOTAGE
Q
}
QUESTIONS? CALL 761-8256 OR EMAIL
c odes Act uee ns b u rV.net
VISIT OUR WEBSITE FOR MORE INFORMATION
www.quensbury.net
B 10-LTR 11-20
<:w Communitu Development O k
Town of Queensburi/ • 742 Bail Rd.
Queensbury, New York •12804 PLOT PLAN
Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines.
SIDE PROPERTY LINE
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SIDE PROPERTY LINE
1 SQUARE = FT.
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit No.. i—L-Cert. N2 4553
.......................... Cut-in Card No.....................................
Owner.................................
Location......7... ............................................. . ................... ............ .............
Installation Consisting ........ .............;11......... ::.................................................
....................................................................................................................................................................................
....................................................................................................................................................................................
...............................................................
Installed By.... , ........................Lic.No...................................................
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be romptly made for inspection.
Inspectors of this Company shall have the privilege of akin ins ections at any time, and if its
rules are violated,the Company shall have the right to r o e thj� rtj ate.
Date..... ............................... INSPECTOR.... .... ......
W .....................
..A...I A X101 .....................
2 -761 �
Queensbury Building & Code Enforcement - Residtal F' I I ection
Office No. (518)761-8256 Arrive: /211;? a a
Date Inspection request ived: 4 Inspector's Initia
NAME: - PE #:
LOCATION: tm D —0
TYPE OF STRUCTURE:
Comments:
Ym No WA
4' Building Number Address visible from road
Chi /"B'Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof /Exterior Finish Complete
Platform at all exterior doors
Handrail 4 or more risers
Guards at stairs,decks,patios more than 30 inches above grade
Guam at stairwell at 34 arches 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 Brad /Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off e /regulator 18 inches move grade
Interior privacy/tram/doors/main entrance 36 inches
Bathroom/iGtchen watertight
Safety alazing/Window in stairwells safe
Interior Smoke Detectors/Carbon Monoxide Deteclors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery badku :
Attic access 30 inches x 22 inches x 30 inches in acoessible area
Crawl Spaces 18 inch x 24 inch aocess, 1 sq.ft:150 sq.ft.vents
Bathroom Fans,if no window
Plumbi factures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sq.ft.
Effwgwx,y egress below grade
Gas Furnace sts;t-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fum-xx*M Water Heater operatiN
Low water shut-off boiler
Relief Va s installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetroclk Underside minimum W Gypsum
Basement stairs dosed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Dud work Seated propedy
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pipe,Bonding
As Built Septic System/Sewer Dept. Ins on
Site Plan /Variance required
Flood Plain Certification,tf muked
Okay to Issue C/C or C 10 Tern Permarhent
LABuilding 8 Codes Fomhs\Buttding&CodeMinspection FormsUResidential Final Inspection Form revised_100405.doc,Revised
January 7,2008
7z
6-0
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date In ect' request received:
Queensbury Building & Code Enforcement Arrive: am/ art: am/pm
742 Bay Road, Queensbury, NY 12804 Ins "is Initials
NAME: PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A
Rough Plumbing /Nail Plates
Plumbing Vent/Vents in Place
1 Y2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet/change of direction
Pressure Test
Drain/Vent
Air/Head
5 P.S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
Air/Head
50 P.S.I for 15 minutes
Insulation/Residential Check/Commercial Check
'milar Exterior Sealant
'Proper V64 Attic Vent
endow Sealed No Insulation
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/No duct tape
COMMENTS:
Rough Plumbing Insulation Report,revised Nov 17 2003, revised February 15,2005, revised January 7,2008
Rough Plumbing / Insulation Inspec io 'Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: PERMIT #:
LOCATION: INSPECT ON: 2- -
TYPE OF STRUCTURE:
Y N NIA
Rough Plumbing/Nail Plates
Plumbing Vent/Vents in Place
1 % inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet/change of direction
Pressure Test
Drain/Vent
Air/Head
5 P.S.I. or 10 ft. above h` hest connection for 15 minutes
Pressure Test
Water Supply Piping
Air/Head
.S.I 15 minutes
Insulation/ esidential Check/Commercial Check
kvrSimilar Exterior Sealant
Proper Vent, Attic Vent
Door/Window Sealed No Insulation
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed propedy/No duct tape
COMMENTS:
Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008
le- 12—
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date Inspectio re Ive
Queensbury Building&Code Enforcement Arrive: a De
742 Bay Road, Queensbury, NY 12804 Inspector's Initia s,
NAME: PERMIT
LOCATION: 14Z4 INSPECT ON:
TYPE OF STRUCTURE:
Y N NIA COMMENTS:
Access 22" x 30" minimum
Jade Studs/Headers
Bracing/Bridging
Joist hangers
Jade Posts/Main Beams
Exterior sheeting nailer! properly
12" O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notahes7Holes[Bearing Walls
Strapping for Notches Top Plate
w 16 gauge 8 16D naus each side
Draft 1,000 sq. ft. floor trusses
Anchor 6 . or less on center
Pches from wall
e se ration4, 2, 3 hour
Fire wall 2, 3, 4 hour
Firestopping
Penetration sealed
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
Ceilingfwall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. CM
5.7 sf above/below grade
5.0 sf grade
LABuiiding&Codes Forms-01-Muilding&CodesUnspection FomslFran ing Firestopping Inspection Report.doc Revised January 7,2008
1 Z��
Foundation Inspection Report
Office No.(518)761-8256 Date InsItion ,ved:
�7 � �
Queensbury Building&Code Enforcement Arrive: part: pm
742 Bay Rd.,Queensbury,NY 12804 InspectoNAME: k MIT#: Z
LOCATION: e_ INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
ootings VT
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footingFF-
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab \ � 1 �; t 1 `� 1\6
PVC/Cast/Copper _vA tr
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report-doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request _
Queensbury Building&Code Enforcement =s�:t
:Z-_ ��
742 Bay Rd.,Queensbury,NY 12804 or's Initials: c.
NAME: t C PERMIT#:
LOCATION: .1-f- INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footin s
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofmg
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
MAP REFERENCE:
AMENDED MAP
OF SECTION TWO
OF AMBERSHIRE
BY COULTER & McCORMACK, LLS
DATED AUGUST 27, 1986
LOT 12
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47'40"
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236.55'
N 82 50 20" W
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1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED
FROM AN ACTUAL FIELD SURVEY.
I THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS
FOR NMOM THE SURVEY WAS PREPARED, AND ON THEIR
LANDS N\F OF BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY
LIBERTY AND LENDING INSTITUTION LISTED HEREON.
CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL
a INSTITUTIONS OR SUBSEQUENT OWNERS.
CERTIFIED TO: KEVIN R. SCHERMERHORN
TRUSTCO BANK,
ITS SUCCESSORS AND\OR ASSIGNS
FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK
. . ;��oF NEH,y•• CERTIFIED BY:
MATTHEW C. STEVES, LLS NYS 5W35
e���EW C����,f,•r
. a DATED: JANUARY 26, 1998
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37 Chester Street Glens Falls, New York 12801 1m0x1wW` Or "a, Am Town of Queensbury, barren County, New York
SCHERMERHORN
518 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. No. 98007
2
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ire
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inn �'• �y spp}eeci{{f�icaUOr. e
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a•M 1 iAASWM
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\ \ Existing Garage
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•'!•.. ..i +.,t .,'.,:`"� .i• i, :,:•. ••i: :•♦i�. '•'i: .. •'L !•:r. ^ r,.. . 't•�y: ..•,t••' �1••'j
1r.. r•
Left Elevation Right Elevation
REV DATE MODIFICATION REV BY DRAWING STATUS Final
PROJECT DESCRIPTION DATE 6/2008
Reed Residence NAME JMF
SCALE 1/4"=1'
PROJECT LOCATION SHEET 1
44 Amethyst Drive VIEW
Elevations
JOEL FITZGERALD D SIZE
®IMfX�1Al®®®CONSTRUCTION 2a wV COURT
°°�"�) M-59 0 Queensbury, NY
PHONE (578) 798-8970
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF OAKWOOD CONSTRUCTION ANY REPRODUCTION
IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF OAKWOOD CONSTRUCTION IS PROHIBRED
Existing House
9'-6"
3-2x10's Treated Over 6x6 Treated Post
On Concrete Footing 4' Min. Below Grade (TYP)
Ledger To Be Lagged To Existing Box Joist Every 4'
All Posts Are To Be On Concrete Footing @ 4' Below
Grade Min.Over Undisturbed Soil.
Alum. Ridge Vent(Typ.)
14' Pre-Engineered Trusses @ 24"O.C.
16' 2-2x10 Treated Beam Over 6x6 Treated Post
5/12"Pitch 10 1/2"O.H. (See TPI Sheet For Proper Handling)
2x8 Joists @ 16"O.C.
3/4"OSB Decking Over, Nailed&Screwed
1/2"OSB Under, R-19 Insulation In Floor 5/8"OSB W/Steel Ply Clips
5YR. Fiberglass Roqng To Match
W/Ice&Water Shield er Code And 15Lb. Felt
... 7F
Alum. Drip Edge
2 X 6 Sub Fascia And Rake Boards ( Match Existing O.H.)
Optional R-30 Insulation&P-Vent Fascia&Perforated Soffit To Match Existing
2"X 6" Ext. Walls(16"O.C.)W/7/16"OSB
(Optional R-19 Insulation FiberGlass Unfaced W/Plastic Vapor Barrier)
V-1 1/8" _ 1/2"Sheetrock Inside(Painted)
-�—Note: 1 X 6 Clapboard Siding To Match Existing
This Deck To Be Dropped Min. Of 4" Below Room Floor
8' 2 X 8 Joists Used from Existing Deck 3/4"T&G OSB Subfloor(Glued &Screwed W/Galy. Nails And Screws)
Handrails and decking Used From Existing Also 2 X 10 Treated Floor Joists @ 16"O.C.
Posted To Concrete Footing 4' Min. Below Grade (See Deck Plan)w/R-19 Insulation
IAA
Decking&Rails To Be Screwed Together �l
... ...•:,c. '' f u k{•- .�
'i"'+. '4 + "�' .'. .;•+• •i 'f. •i� .y a'.y:: •e. ,+•�, .. f ;'�..: �: �i•'. {,.;..:.• t q��.��� ��iJ
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18'
New Treated Deck Layout
------------- — — ————--——————
General Notes: 1 Generat Notes: 2
1. Design Criteria: 90 M.P.H. Windload 11. See Foundation & Floor Plans For Smoke &
70 P.S.F. Ground Snow Carbon Monoxide Detector Locations,
54 P.S.F. Actual Snow Wired per Code, W/ Battery Backup.
40 P.S.F. Floor Load
30 P.S.F. Sleeping & 12. Provide 1 Hr. Door W/ Self-Closing Hinges
Attic Areas @Doorway Between House & Garage
60 P.S.F. Roof(Live Load)
100 P.S.F. Stairs 13. Provide 22" W X 30" L Access To All Attics
24' 50 P.S.F. Garage With 30" Clear Ht. Over
60 P.S.F. Decks
Existing Garage Existing House 14. See Plot Plan/ Survey Map For Building Set-Back
2. All Masonry Reinforced Per Code Requirements
3. Trusses: Pre-Engineered Per Code & Sealed 15. See Cross section For Building Ht. If required
By Licensed Engineer '
16. Septic Design (Under Seperate Cover & Seal)
4. All Ext. Door & Window Headers To Be 2- 2x10's And WaterLine Seperation To Be Determined
Unless Otherwise Noted On Floor Plan On Plot Plan Or Survey Map
5. Provide 5/8" Type - "X" Drywall @ Garage Walls 17. Soil Tests Or Equal To Be Used To Determin
14' 91-6" & Ceiling. Option Of 1/2" Type - "X" On Garage The Use Of Water Proof Membrane Or Damp Proof
Walls Not Common To House
18. Damp Proof= Non-Fibrated Asphalt Coating Or Equal
6. Minimum Platforms @ Ext. Doors to Be Water Proof= Sprayed Rubber Membrane Or Equal
3'-0" X 3'-0" Clear W/4" Min. Stepdown
19. Provide Fireblocking, Draft Stops & Firestops As Per
7. Main Stairs: Closed Risers W/ Total Rise The U.B.C. Sec. 2516F.
Risers @ , 10.25" Treads
Basement Stairs To Be Closed Risers 20. Joists That Are Attatched To Flush Beams Are To Be
Hung With "Simpson" U-210 Or Equiv.
8. All Stairway Headroom To Be 6'-8" Finished
---- Anderson C24-2(LR-LR) --�- 16' 21. Insulation To Meet Or Exceed The Following:
9. All Stairwell Widths To Be 3'-0" Clear Finished Walls: R:19, Ceilings: R:30,
Unit R.O. Location Anderson Fixed Casements Unheated Floor Space & Cantilevers R:19
6'Slider 6'0"X 8'4" New 3 Season Porch 10. Railings & Guards To Be Installed per Code
C24-2 LR-LR 8'5/8"X 4' New 3 Season Porch
Fixed Panels 2' 5"X 5' New 3 Season Porch
6'Slider W/Transom
DRAWING STATUS Final
S REV DATE MODIFICATION REV BY
PROJECT DESCRIPTION DATE 6/2008
Double 2 X 10 Treated Beam Support For Deck 0 � i�f NAME JMF
�10`�'" „�'�'
Posted To Concrete Footing 4' Below Grade. �{ Reed Residence
2 X 8 Treated Joists 16" O.C. (TYP) k° S - SCALE 1/4"=1'
Handrail HT. Min. 3'Above Decking 8' 06�`µ J PROJECT LOCATION
W/5/4 X 6 Premium Treated Decking, SHEET 2
2 X 4 Treated Rails, 44 Amethyst Drive VIEW
&2 X 2 Treated Ballusters Details/ Info
,IOEL FlrzcERAI.D
D SIZE
25 WAYNE COURT
(OAKWOOD CONSTRUCTION PHONE S(s 8 ,71M'%io Queensbury, NY
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