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2012-099
.411ft TOWN OF QUEENSBURY 742 BayRoad, ueensbu NY 12804-5902 (518)761-8201 Q r}, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120099 Date Issued: Wednesday, May 09, 2012 This is to certify that work requested to be done as shown by Permit Number P20120099 has been completed. Location: 27 REARDON Rd Tax Map Number: 523400-289-007-0001-039-000-0000 Owner: HAROLD & PATRICIA TAYLOR JR Applicant: HAROLD & PATRICIA TAYLOR JR This structure may be occupied as a: Carport By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy 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 Planning Board Directo ofi ding&Co+ ; info .�ment or Zoning Board of Appeals. 064 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120099 Application Number: A20120099 Tax Map No: 523400-289-007-0001-039-000-0000 Permission is hereby granted to: HAROLD & PATRICIA TAYLOR JR For property located at: 27 REARDON 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: HAROLD &PATRICIA TAYLOR JR 6 LAKE Ave Carport $30,000.00 GLENS FALLS,NY 12801 Total Value $30,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency ETHAN P HALL- RUCINSKI HALL ARC] NY 12804-0000 Plans&Specifications 2012-099 Carport- 900 Sq Ft $135.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,March 21, 2013 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town ue sbury• �We 1j•s, y, March 21,2012 SIGNED BY , �, for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY ; TAX MAP NC "74-39 PERMIT NO.1 �/9/_ ; E C E II v E; FEES: PERMITL RECREATION ENGINEERING___ ; (If applicable) � ' . ;, r, PRINCIPAL STRUCTURE: APPLICATION FOR ZONING A P vli �f, PERMIT BUILDING & CODES A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF AVALID PERMIT FOR CONSTRUCTION.-^ APPLICANT/BUILDER:j4 4c7 ,1D-r 1 Y�LIP l�`(1..cLOWNER: GJ n (0. t.p.r. A.Je ADDRESS: 6 __ .`_-�128oJ____ ADDRESS: PHONE NOS._--S - '1 0440,— PHONE NOS. CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:-I a°) =PHONE: 5!$-580-1clOS LOCATION OF PROPERTY:j---7 _2 _OCT.__ 6211 ti HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ErYES ❑ NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: lig 1- Z _2 _ _ 201z. PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p ❑ LLJ APPLY TO YOUR z p w O cn d uj PROJECT O O O ce -J O ~ _ w w a0 H O I- _, 1- _ I--111 � w w Q O In ❑ � C'J z 0 Hi 01 WwZ Z ¢ Q cn Nfn Ota 1- u- n. = .5 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS__) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) �j OTHER - b I 90043 900 ' 16-(0`' Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 • Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL-NAME OF r4/11. ESTIMATED CONSTRUCTION COST:_SO4f O FUEL TYPE:_/b HEAT TYPE: N/ ___ *HOW MANY FIREPLACE(S):__t/__AND/OR WOODSTOVES(S):J/. ZONING CATEGORY: _A_______tA^RE THERE WETLANDS ON THIS SITE? I' O ___�__ IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: _L1714 c i- _lla _ _______ ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? PO ARE THERE EASEMENTS ON PROPERTY? O 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I 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 aAe t th above� .,,�' �n1''JJ--// �,/� Signed _ — /(14� � Y _ -&Ai G' Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(aqueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes _ __No Occupancy Type: ___Construction Classification: Assembly Occupancy Limit:_ ___ Special Conditions:___________ Town of Queensbury* Community Development Office* 742 Bay Road, Queensbury NY 12804 Queensbury Building & Code Enforcement - Residential r :11► g.ection • Office No. (518)761-8256 I -� Arrive: - �7 _ • • r,:.art: �1 - f •m Date inspection request received: / Inspector's Initis s: ` NAME: Al PE #: —. LOCATION: `7 it ,5 C4-) DA - TYPE OF STRUCTURE: I£ ) 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 I Exterior Finish Complete _0( Platform at all exterior doors --p A 'AP Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more J �� i+=‘ 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 I trim I 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 to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification 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 W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer lr./�•/ Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% �� Final Survey Plot Plan \ *7 Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding s Built Septic System/Sewer Dept. Inspection Sticker ite Plan /Variance required 4 ; Flood Plain Ce . if required " Okay to iss /C [Tempo 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,Revised 04/13/11 Queensbu Building & Code Enforcemenntt -Reside tia-rFinal Inspection rY P r Office No. (518) 761-8256 Arrive: am/pm Depart:1 C© am/pm Date Inspection request received: 41--01,f o --1 01 Inspector's Initials: LOCATION:NAME: ra. I o r PERMIT#: _ – 0 R-rcL.a,, DATE: - a TYPE OF STRUCTURE: b. M O Comments: Yes No NIA 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 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 I Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: 1I 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 P (—;i4/Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification 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 bAA,Ae - Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating \J C'-‘‘ Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing 1'/.hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% 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/C or C 1 0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codesllnspection Forrns\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11 / Aszy Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received:, J ). Queensbury Building&Code Enforcement Arrive: am/pm Depdrt: �/ m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials�!� _ NAME: /G PERMIT#: LOCATION: 2 • --1 ,.- z�, �� INSPECT ON: a '/ TYPE OF STRUC ' : Comments Y N N/A Foot' gs�� 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 Waterproofing 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\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM g/to Foundation Inspection Report Office No. (518)7614256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 64.. 7 NAME: C �� _ PERMIT#: 7c--(' LOCATION: F ,prs O INSPECT ON: 3 — 7 /� _ TYPE OF STRUCTURE. ,tom irk Comments, Y N N/A Footings — iers 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 Waterproofing 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 GLEN i LAKE DOCA, ! � IR_ S—_ DOCk AREA / I I Q � o a I' rn TOTAL SITE 10,679 SF 100.0% WOOD 2 co E :Ew N Iw DECK 2,291 SF 21.5% 04° Q SITE M DATA SF 111 4j 131 NOTES 16 Zi a o I 6,468 r � I 60.6% / z I Q I I -HI INFORMATION SHOWN ON THIS 'DRAWING IS TAKEN FROM O C Of O :T gWH.: J O ( zo o PROPERTY ZONING I I WOOD IRF\\\ 0 IPF I I DECK 15.0'± �-- ACRES PER � IRS 1 NON-RESIDENTIAL PRINCIPAL BUILDING I I I OVER 0.74' I MINIMUM LOT WIDTH: 150 FEET LEGEND DRAWNG No. Z E `. ONING ADMINISTRATOR .'DATE -2 k COMPONEN AREA PERCENTAGE Q � o a 3: J O Z TOTAL SITE 10,679 SF 100.0% 2 co E :Ew N BUILDINGS 2,291 SF 21.5% 04° Q SITE PAVING & WALKS DATA SF GENERAL NOTES 16 GREEN SPACE 6,468 SF 60.6% INFORMATION SHOWN ON THIS 'DRAWING IS TAKEN FROM O C Of O :T gWH.: J O o PROPERTY ZONING CLASSIFICATION: WR - WATERFRONT RESIDENTIAL A SURVEY PLAN DRAWING PREPARED BY VAN DUSEN,AND STEVES. MINIMUM LOT SIZE:2 ACRES PER DWELLING UNIT OR NON-RESIDENTIAL PRINCIPAL BUILDING MINIMUM LOT WIDTH: 150 FEET LEGEND ACTUAL LOT SIZE: 10,679 SF Q G ACTUAL FRONTAGE ON REARDON ROAD EXT: 50'-0" - — PROPERTY LINE 0 FINAL REVISIONS PER 5l1AR 2012 o ZONING BOARD APPROVAL E ` --------------=------ PROPERTY LINE S SETBACKS No. DESCRIPTION DATE TAX MAP NUMBER: 289.7-1-39 --------330--------- EXISTING CONTOURS REVISIONS SETBACKS REQUIREG XE (STING PROPOSED 330 '. NEW CONTOURS ' : m FRONT 30'-0" 8'-1" 14'-8" **** »-.' SHORELINE SIDE 50'-0" 12'-0" 161'-9" <0'-7" OVER> 164'-4" 8'-6" ** -E —E E —E — UNDERGROUND ELECTRIC SERVICE w o - 12'-0" 25.-6" 10'-0"** w Q . REAR 30'-0" N\A N\A ss—ssssss— SANITARY SEWER , MAXIMUM BUILDING HEIGHT 26'-0" (16'-0") 12'-0"± 16'-O"_ 1— J MINIMUM PERCENT PERMEABLE 75% 61.7% 60.6% ** — w — w w — w WATER SERVICE U z * ASSOCIATION PUBLISHED E/P EDGE OF PAVEMENT z ¢ F o w - INDICATES VARIANCE REQUIRED RECOMMENDATIONS AND GAS GAS = GAS —GAS — UNDERGROUND GAS SERVICE GENERALLY ACCEPTED LOCAL Z�� o PROPOSED SITE COVERAGE CONDITIONS �a ary 0 D CONSTRUCTION INDUSTRY DRAWNG No. Z E `. ONING ADMINISTRATOR .'DATE -2 k COMPONEN AREA PERCENTAGE Q � o a 3: J O Z TOTAL SITE 10,679 SF 100.0% 2 co E :Ew N BUILDINGS 2,291 SF 21.5% 04° Q PAVING & WALKS 1,920 SF 17.9% 16 GREEN SPACE 6,468 SF 60.6% O C Of O :T gWH.: J O Q G 10 v �o E ` lyw (D V) >ww LANDS N/F OF HARRIS »-.' WORK IS TO BE AS SHOWN &' 671/567 xa NOTED AND IN ACCORDANCE WI TH MANUFACTURER'S RECOMMENDATIONS TRADE' ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY F SPHALT PRACTICES. \ I DRIVE N 64'37'17" E ---- X -195.67' ------ — \ --------------- ---r-----� \ _-_------- - i "-�1. 30'-0 IPF 164'-4" . t r------------ 1 ------------------- -------------- 0" SIDE ((( 100.0' ---------------- 2=T STORY _-12 SETBACK WOOD FRAME'I ---:�------- ---- -------------------- ---- --� r~ -- - - _ • pq, ". 100.1', ti� HOUSE �I 7 - �- -1p L.—i r ;_. . .. 1 02 �( _ .xca..,.... l _ .. ..�. _.. _....-..-... ,-.,.. ,.._3.. ,.. DRAWNG No. Z E `. ONING ADMINISTRATOR .'DATE -2 k � I r 'll r X IRS DOCk 15.0'± —�— - -X I / I I I' ml WOOD = IW DECK GLEN MSW i� cc ' I Z N LAKE ,ZI DOCk o r I � I / z I r z I I I 1 t I WOOD DECK IRF\ 0IPF 15.0'± \'�--- IRS - - 1 I OVER 0.74' r f / 4. V ,•� .. _�` . k'±'�a ..`i- 5, i '1iR'e.. {„r...'.. - s 3'at§".m•.d.&Sa S&dx� ex _=s�• 161'-9" 100.1' --IPF i, �------------1 99.9' • 8'-1" -----------------------------------------------12 -0" SETBACK , It S1 2 STO Y � i WOOD F El IDE SHED AM -- --{---------------------------------- CONCRETE SITE DATA GENERAL NOTES PERCENTAGE o INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM PROPERTY ZONING CLASSIFICATION: WR - WATERFRONT RESIDENTIAL A SURVEY PLAN DRAWING PREPARED BY VAN DUSEN AND STEVES. MINIMUM LOT SIZE:2 ACRES PER DWELLING UNIT OR NON-RESIDENTIAL PRINCIPAL BUILDING 1,941 SF MINIMUM LOT WIDTH: 150 FEET LL LEGEND 2,154 SF 20.2% ACTUAL LOT SIZE: 10,679 SF 6,584 SF 61.7% ACTUAL FRONTAGE ON REARDON ROAD EXT: 50'-0" — - _ — - - — - - — PROPERTY LINE stir --------------------- PROPERTY LINE SETBACKS TAX MAP NUMBER: 289.7-1-39 LANDS N/F OF WV Z Q U HARRIS ----------330---------- EXISTING CONTOURS SETBACKS REQUIRED EXISTING FRONT 30'-0" 8'-1" 330 NEW CONTOURS SHORELINE 50'-0" 161'-9" SIDE 12'-0" <0'-7" OVER> — ` — ` ` — r — UNDERGROUND ELECTRIC SERVICE � g 12'-0" 25'-6" REAR r 30 -D" N\A — SS —ss —ss —ss — SANITARY SEWER MAXIMUM BUILDING HEIGHT 26'-0" (16'-0") 12'-0"t MINIMUM PERCENT PERMEABLE 75% 61.7% . —w w w —w — WATER SERVICE U O E/P EDGE OF PAVEMENT EXISTING SITE COVERAGE CONDITIONS - N 64'37'17" E Z C) —GAS—CAS—GAS—GAS— UNDERGROUND GAS SERVICE 161'-9" 100.1' --IPF i, �------------1 99.9' • 8'-1" -----------------------------------------------12 -0" SETBACK , It S1 2 STO Y � i WOOD F El IDE SHED AM -- --{---------------------------------- CONCRETE COMPONENT AREA PERCENTAGE o TOTAL SITE 10,679 SF 100.0% BUILDINGS 1,941 SF 18.2 LL PAVING & WALKS 2,154 SF 20.2% GREEN SPACE 6,584 SF 61.7% 1 stir LANDS N/F OF WV Z Q U HARRIS �=z U — 671/567 I ei. � g i w � � Xr, ASPHALT U O N 64'37'17" E Z C) DRIVE 161'-9" 100.1' --IPF i, �------------1 99.9' • 8'-1" -----------------------------------------------12 -0" SETBACK , It S1 2 STO Y � i WOOD F El IDE SHED AM -- --{---------------------------------- CONCRETE 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. OUS i z --------------- ----- BLOCK - GARAGE L - FIN. FL. EL -.H 1000 Y r _ 00 0 a, 99.8 -..._.,. _ PAVE o o M I D WALKWAY . gg.7' CRUSHED STONE WALK. ,J ' 100 0 } �" i = (ASSUMED) I �� - o �w N a LL stir WV Z Q U �=z U — w zap o�pw � g w � � Xr, U O Z C) Q � Q S Ow �— woo �z J00 ° �o <c cL wa a ' V r Lo C A V w� f af_ z o—Q rnooo� zzo v FG✓w 7 2 N d' T co � 0 U)O � >•� Q u ro � rn.— zr > > z. Off4 ao u)v)m Nv 00 N o 0 0 '-6- if Ld � W co In > w. w 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. OUS i z --------------- ----- BLOCK - GARAGE L - FIN. FL. EL -.H 1000 Y r _ 00 0 a, 99.8 -..._.,. _ PAVE o o M I D WALKWAY . gg.7' CRUSHED STONE WALK. ,J ' 100 0 } �" i = (ASSUMED) I �� - "n'_n" 12'—Of 5'-6" 12'—Of t 2 FLOOR PLAN 1/4" = 1'-0" I VINYL TRIM PIECE NOVELTY VINYL SIDING SHAKE PATTERN r- - ASPHALT SHINGLES 12 FU 1111 1JJI1711.J -.I JILllJ1LL1U11IL1llLll VINYL SIDING R Ln a L0 Un 12 5 FRONT ELEVATION 1/4" 1'-0" VINYL WINDOW UNIT �1 1/2"0x12" ANCHOR BOLTS AT 6'-0" O.C. MAX. AND 1'-0" FROM BLDG. CORNERS MAX. / NC. FLOOR SLAB - AREA VARIANCE 7-2012 THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY 12 OF A RESOLUTION ADOPTED 29, FEBRUARY 2012 BY THE ZONING BOARD OF APPEALS OF THE TOWN OF QUEENSBURY, NEW YORK IN ACCORDANCE 5 WITH THE FOLLOWING; T MOTION TO APPROVE AREA VARIANCE NO. 7-2012 HAROLD AND PATRICIA TAYLOR, INTRODUCED BY BRIAN CLEMENTS WHO MOVED FOR ITS ADOPTION, SECONDED BY JOYCE HUNT: o 0 FINAL REVISIONS PER 11111111 -, 27 REARDON ROAD EXTENTION.ITHE APPLICANT PROPOSES DEMOLITION OF EXISTING 500 FOOT ZONING BOARD APPROVAL ENCLOSED GARAGE AND CONSTRUCTION OF A 900 SQUARE FOOT NEW CARPORT. THE RELIEF No. DESCRIPTION DATE REQUIRED IS THE PARCEL WILL REQUIRE AREA VARIANCES AS FOLLOWS:' 1. FRONT SETBACK - REQUEST ' REVISIONS FOR 15.4 FEET OF FRONT SETBACK RELIEF. 2. SIDE SETBACK OF 3.5 FEET OF NORTH SIDE SETBACK o RELIEF. 3. SIDE SETBACK FOR q FEET OF SOUTH SIDE SETBACK,RELIEF.4. PERMEABILITY FOR AN ADDITIONAL 116 SQUARE FEET CF IMPERMEABLE SURFACING REDUCING ON-SITE PERMEABILITY FROM 61.1% DOWN TO 60.6%. IN MAKING THE DETERMINATION, THE BOARD SHALL CONSIDERED: 1: WHETHER AN UNDESIRABLE CHANGE WILL BE PRODUCED IN THE CHARACTER OF THE wo a NEIGHBORHOOD. MINOR IMPACTS TO THE NEIGHBORHOOD MAY BE ANTICIPATED. 2. WHETHER THE L cv r £ BENEFIT SOUGHT BY THE APPLICANT CAN BE ACHIEVED BY SOME METHOD, FEASIBLE FOR THE APPLICANT TO PURSUE, OTHER'}TFIAN AN AREA VARIANCE. SCALING IT DOWN WOULD BEA METHOD, �Fwa BUT THIS LOOKS LIKE A GOOD PROJECT. 3. WHETHER THE REQUESTED AREA VARIANCE IS U z SUBSTANTIAL. THE REQUEST FOR 15.4 FEET OR 527. RELIEF FROM THE 30 FOOT FRONT SETBACK W o a w REQUIREMENT MAY BE CONSIDERED MODERATE. THE REQUEST FOR '3.54 FEET OR 297. AND 2.0 FEET F- OR OR 17% FOR BOTH THE NORTH 'AND SIDE SETBACK REQUESTS FROM THE 12 FOOT SIDE SETBACK a Z" REQUIREMENT MAY BE CONSIDERED MINOR, AND ADDITIONALLY, REQUEST FOR AN `ADDITIONAL 116 U Q SQUARE FEET OF IMPERMEABLE' SURFACING REDUCING THE ON-SITE PERMEABILITY FROM 67.17 DOWN TO o c (0 60.6 Y MABE CONSIDERED MODERATE. WHETHER THE PROPOSED VARIANCE .WILL HAVE AN Q � o o ADVERSE EFFECT OR IMPACT 01,1 THE PHYSICAL OR ENVIRONMENTAL CONDITIONS IN THE NEIGHBORHOOD. AS THE PARCEL HAS EXISTING PERMEABILITY ISSUES, ANY DECREASE MAY HAVE to -1w J o z F SOME IMPACT BUT PROBABLY PjOT ADVERSELY. WHETHER THE ALLEGED DIFFICULTY WAS SELF- _I N N E �_ o CREATED. THE DIFFICULTY MA" BE CONSIDERED SELF-CREATED, AND I MOVE TO APPROVE AREA " Q o a VARIANCE NO. 7-2012. } T° Z o o g z w DULY ADOPTED THIS 29th DAY IOF AYES: MR. URRICO, MR. GARRAJD, FEBRUARY, 2012 BY THE FOLLOWING VOTE:v MR. UNDERWOOD, MR. o `rco � � � < o- � "' W o 5: D �a CLEMENTS, MRS. HUNT, MR. JACKOSKI � o 1 NOES: NONE Z ° 00Q Z H TRUSS OVERFRAMING AT 24" .O.C. o N `o 'o o E 00�w cow >L�w ZONING ADMINISTRATOR k DATE WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S R COMM RECOMMETIONTI ONS, TRADE LEGEND & NOTES ASSOCIAONS PUBLISHED RECOMMENDATIONS AND STUD WALL -`2"x4" AT 16" D.C. AT EXTERIOR GENERALLY ACCEPTED LOCAL 2x4" AT 16" O.C. AT INTERIOR BEARING WALLS. CONSTRUCTION INDUSTRY 2"x4" AT 24" O.C. AT INTERIOR NON -LOAD BEARING WALLS PRACTICES. FRAMING IS WWPA SPF#2 EXCEPT AS N0'TED. — 750fb — 1, 00,000 E SIZE INDICATES MEMBER, SIZE & SPACING. I •'... SIZE INDICATES BEAM SIZE. ,°'. AS ,POST - SIZE INDICATED. IF NOT INDICATED POST IS TO BE 2"z4" OR F71 2 x6 TO MATCH WALL' & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. FRAMING, LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. ' i . _ •