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2014-281 4111Pkbak 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: P20140281 Date Issued: Tuesday, April 26, 2016 This is to certify that work requested to be done as shown by Permit Number P20140281 has been completed. Tax Map Number: 523400-309-009-0003-081-000-0000 Location: 19 MAINE Ave Owner: JANICE VAUGHN Applicant: JANICE VAUGHN 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 (` 4 property owner of the responsibility for compliance with Site Plan, Y 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. TOWN OF QUEENSBURY FON742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140281 Application Number: A20140281 Tax Map No: 523400-309-009-0003-081-000-0000 Permission is hereby granted to: JANICE VAUGHN For property located at: 19 MAINE Ave 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: JANICE VAUGHN 19 MAINE Ave Porch $3,200.00 QUEENSBURY,NY 12804-0000 Total Value $3 200.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2014-281 PORCH 10'x 20' $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 22,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queepibury /pru a i ..ti: 22,2014 4, SIGNED BY 1/ for the Town of Queensbury. Director of Building&Code Enforcement Town of Queensbury Building & Codes Office Use 0± ACCESSORY STRUCTURE APPLICATION Received: A permit must be obtained before beginning construction Tax Map ID: 306e , 9p 1- -$ Permit No.: f'y c b I For any structure other than residential principal structure(house)to include, but Permit Fee: 50 pat not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.: / Refer to Informational Brochure No.3 Accessory Structures-Sheds/Fences --� I / Date 7/7/ /y Applicant c![ 101(e VCzu� ,v) Tax Map ID JO Y/ Address _1 ø22,4 ' /7 Zoning L fry /Vy Phone 5l d'- '29/-;)% ,9 Owner ':J Ct.il/C P V aU9 J)rt Contractor/Agent (?r;a.‘}. (2 4 lhf),,,&f L-7N Address l� rr)c Rye Address corer.. c{ C. 4 rkt4i�orl 01?e e,c).1&fry, /UV i?.go j Phone .,516 /%/ cT/(v1 Phone Contact Person for Building&Code Compliance:li � VQcn f r-(9 \/c A� 79/316,Day Phone: �9!/-3-/(o Building Street Address: / Mame m e �v-t 990 1/v1-47>7 Subdivision Name: 77 7 Lot#: Historic Site: Yes No G Estimated cost of construction: $ .7 200. dO Are there any other accessory structures on property? If yes,please list: `'D Type of Construction: Check all that apply Please indicate measurements as required below 1st Floor sq.ft. 2nd Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck Deck Detached Garage(#of cars_) Dock Pole Barn Porch-Open **Porch-3 season, Covered, Enclosed Shed Other Accessory Structure(s) **Considered floor area&must comply with FAR(Floor area ratio)requirements if located in the Waterfront Residential zone. 518-761-8256 Town of Queensbury Building&Codes Accessory Structure Packet Please include two(2)sets of the following documentation with the application fee: 1. Accessory Structure Application 2. Plot plan drawn to scale with the use of a survey map,if possible[40 scale-1 inch=40 feet] a) Indicate proposed structure,showing setback dimensions from all surveyed property lines b) Show location of all existing structures on the property c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan;Foundation Plan; Cross Sections; Elevations 4. Registered Architect or Engineer's Stamp (signed & sealed) under the following circumstances: Residential addition or alterations with construction costs over$20,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. 2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application date. 3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance, and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011 (INFORMATIONAL) Residential Building Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only, must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens, bathrooms,garages, and unfinished basements; • All receptacles must be tamper resistant; • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code Requirements • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant; • Programmable thermostats required; • Lighting must be 50%energy saving light bulbs; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection Declaration: 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 statementldescription 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 agree to the above Print Name: Jiao irF \/rAi4.94 Signature: �,� l �`5� Date: / "7/7 by Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Queensbury Building & Code Enforcement - Residential Final In section ( ) '� •ep. ': am/pm Office No. 518 761-8256 Arrive: r � � . Date Inspection request received: _ \ Inspector's Initials: _� NAME: \1AjL , •�-kN ' ' IT#: z �1- - Z LOCATION: t`\ i`�11A\ VJ C= ��c • ' E: /-1 - 2 - lfn 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 Termination at Newell Post or Wall Interior/Exterior Railinjs 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 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 1/"Gypsum CP Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer )97 Gas Logs in Sealed or Glass Enclosure /0 Final Electrical; Energy Saving Light Bulbs 50% \I z Final Survey Plot Plan J-- Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan f Variance required Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent) (ULSS 1tJg140615t. ` t716bCn6Wer L:\Building &Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 04/26/2016 07:55 SUB PT PC -) 7454437 N0.295 D02 COMMONWEALTH ELECTRIChL INSPECTION SERVICE,INC. Main Office 176 Doc Run Road-Manhelm,PA 1754S MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. „Cert. N2 42916 Cut-in Card No. Owner rd a-O f( 9 ill I,ocatiort... „ _ � C2 cdt Installation Consisting of._.7, .c (2e Y _L)(i?-'l t?(� /Q er) Installed By...., /ZI. T !r& The conditions following governed the issuance of this certificai ,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 promptly made for inspection. inspectors of this Company shall have the privii makin_ tions at any time, and if its rules are violated,the Company shall have the right to�.ill' it Date....?.' ''� , INSPECTOR Member N.F.P.A.,t.A_l=t. Residential Final Inspection Inspection request received q ZD/p Name VA U91,0 Inspected on V/7"- b Location l ill A , A.e '' C Arrive 0'°c, ai Am Permit No. I Li --z,Cli Inspector's Initials c�---; Type of Structure P 0(Z-- /l Yes No N/A Bathroom Fans, if no window 4" Building Number Address visible from road Plumbing fixtures Chimney Height/"B"Vent/Direct Vent Foundation insulation to floor/ Sticker on Panel Location Fresh Air Intake Duct work sealed properly/ Blower Door Test Certification 3" Plumbing Vent through roof minimum 18" Floor truss,draft stopping finished basement Roof Complete/ Exterior Finish Complete 1,000 sq.ft. Platform at all exterior doors f / Emergency egress below grade Handrail 4 or more risers .✓ Gas Furnace shut-off within 30 ft.or within line Guards at stairs, decks, patios more than 30 " I of site above grade Oil Furnace shut-off at entrance to furnace area Guard at stairwell at 34"or more ✓ Furnace/Hot Water Heater operating Guard at deck. porches 36 "or more J/ Low water shut-off boiler Handrail Termination at Newell Post or Wall J/ Relief Valve(s) installed/Heat Trap/Water Interior/Exterior Railings 34 " to 38 " ✓ Temp 110 Deck Bracing/ Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 " with 10 feet IBasement stairs closed rise i 4 inches 6" clearance to sill plate Garage Floor Pitched Gas Valve shut-off exposed / regulator 18"above Garage fireproofing/ ''/. hour fire door/door grade closer Interior privacy /trim /doors / main entrance Gas Logs in Sealed or Glass Enclosure � 36" Bathroom / Kitchen watertight Final Electrical; Energy Saving Light Bulbs 50% Safety glazing /Window in stairwells safety Final Survey Plot Plan • glazing Arc Fault Breaker Habitable Spaces /Tamper Interior Smoke Detectors/ Carbon Monoxide Proof Receptacles Detectors Flex Gas Pipe Bonding Every level: Every Bedroom: As Built Septic System/ Sewer Dept. Inspection Outside every bedroom area: Sticker Inter Connected: Site Plan /Variance required Battery backup: Flood Plain Certification, if required Attic access 30"x 22"x 30" (height) in Okay to issue Temporary/Permanent7---- accessible area Certificate of Occupancy OR V/ Crawl Spaces 18" x 24" access,1 sq. ft.-150 sq. Certificate of Compliance ft. vents Yes No N/A Comments: E-1—\R‘‘---OV-__ �tx- FttiUflL l:-. a-V.-A FAQ -M5- - Ll?,1 Et N\._ 6v\-Nr,oGc>ZU eec* oclek Town of Queensbury Building & Code Enforcement Office No. (518)761-8256 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection -• •= e - . - • Queensbury Building &Code Enforcement Arrive: YZ o-.5 a a - p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: tiff r NAME: \rAt)C P RMIT#: — LOCATION: t`i1 f\ ► NSPECT ON: — TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers Bracing /Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on 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 %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:\Building&Codes Forms-OLDtiBuilding&Codes\Inspection Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008 Town of Queensbury Building & Code Enforcement / Office No. (518) 761-8256 '~ l Framing ! Firestopping Inspection Report ( ( Inspection request received: t 61 L Name: v 9 k (`) Inspected on: /r Z,�� • Location: ' >)1 �� / ►'. tkv'i Arrive: ��i�1� a.m. m Permit No.: �� ' Inspector's Initials: ir TYPE OF STRUCTURE: / Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing/Bridging � � Joist hangers/LL . L, Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. 1677-) _ Headroom 6 ft.8 in. 1\ Stairwells 36 in.or more _ Exterior Deck Bracing �� Headroom 6 ft.8 in. � �� .-C.70D Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses .b AT Q 7� Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall -oromr0":"Q . Fire separation 1,2, 3 hourP-o(,)\ Fire wall 2,3,4 hour `_ Firestopping 'C7D471— C171>c17 ,-__ 1ta -v3k u_ Penetration sealed 16 inch insulation in cavity min. `\.cc, Garage Fire Separation 1� House side 1/2 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 Design Professional Sign-off,if required Framing / Firestopping Inspection Report Town of Queensbury Building & Code Enforcement MvActerit Qac` ThY)P� Office No. (518) 761-8256 c� Framing I Firestopping Inspection Report Inspection request received: Name: d (I/ f) Inspected on: /6 Location: � 19 MGI t n e 7T Oce' Arrive: ft.'et) a.m.I p.m. ,[7 Permit No.: 0�g/ Inspector's Initials: /__//h TYPE OF STRUCTURE: Pvr&f1 N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing I Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w) 16 gauge(8)16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on 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 1/2 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 Design Professional Sign-off,if required Framing I Firestopping Inspection Report -1/ u r t_ 3 C. ?) Foundation Inspection Report Office No. (518) 761-8256 Date Inspectio qu-: ; Queensbury Building&Code Enforcement Arrive: Pr � Depart: Z,%7,ra pn. 742 Bay Rd., Queensbury, NY 12804 Inspector's Initiar NAME: )(1)•Ntr--(2) Cl, P. ' IT#: LOCATION: 19 M44.,t n.e _ i SPECT ON: TYPE OF STRUCTURE: P0 r Comments Y N N/A Footings Piers Monolithic Slab tK.J Reinforcement in Place M � 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 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 12/18/2013 2:44:00 PM c ( 3 ) Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reque ;d: Queensbury Building&Code Enforcement Arrive: a ,1": # part: ; lA m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: \)cli ink) I‘ ' RMIT#: /y`-'� g LOCATION: 19 ! t G1 n v_ V INSPECT ON: g ;),D-i q TYPE OF STRUCTURE: f Jj\ Comments 1111111111111111111.1111111111 Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement 40)\1( of the concrete. Materials for this purpose on site. Foundation/Wallpour i ` << Reinforcement in Place / �� j Footing Dowels or Keyway in place v 1,064... Foundation Dampproofing 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 11 Approiii 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 12/18/2013 2:44:00 PM Foundation Inspection Report Z. Office No. (518)761-8256 Date Inspection reque •' T Queensbury Building&Code Enforcement Arrive: alpa -�. / Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspectors Initials IPP'"/ NAME: Q.;) t C G QU�II.�c�• P MIT#: / –e4g LOCATION: /9 1�}–P-- SPECT ON: TYPE OF STRUCTURE: Pe) „/a '-1 —'141/4 a SLk��Sp�� LO 'g1`9(�4oi3iments Y N N/A Footings 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 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 12/18/2013 2:44:00 PM Fr :cky O1. Foundation Inspection Report 'f`\ Office No. (518) 761-8256 Date Inspection ref uest v-. Queensbury Building&Code Enforcement Arrive: 1 • Depart: am/p 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials: NAME: 3aniC { tC 11✓> P RMIT#: / "f-01-0) LOCATION: /69 lk2/A406 A"V INSPECT ON: TYPE OF STRUCTURE: 1 t")C'aft\ (.r&elIa 81 bad Comments Y N N/A Footings 2 i{"\ET C._.3i:sT,Rc1C l UK Li 1 IC Piers o b-- ‘-k0k)) -16-T( ') Monolithic Slab Reinforcement in Place ?C'Q \ The contractor is responsible for G�L1_ � - - 6 , providing protection from freezing `' r�� for 48 hours following the placement t 1) iL){)\ -1 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 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 12/18/2013 2:44:00 PM • ' mi•` .7 ; >•` rr, ' k s offgle:P"''t" - ' .'s-0,707,‘";-''-'' * :: ^ .. .V t R pp .. .�,. ' rn- • �o-mt ^ ie ""' ..6a Itib— $ . ... .L m ...-.. ter.y W Y i `.3. , - ,'A _ykt* „, �.,.... • °� :f"ie.. - -x,Y,t sig. ....4 ..-.a _® n.. _ .:d h � t3 ply. o � .....; Z I __[27 .)-,-e- TOWN OF QUEENSBURY 3' °tea:^p py BUILDING DEPARTMENT - '-fa ' • Based on our limited examination,compliance //1....idfiliti. with our comments chair not be construed as indicating the plans and specifications are in full compliance vrrth the Building Codes of (''; New York State. RPwigpa a/1 eu7n10 PLOT PLAN Show all existing and proposed structures, Indicate the setbacks of all structures and buildings from all property lines. SIDE PROPERTY LINE 1111■ 11111111111111 111111111111111111 III■1111 I= 11111 111I I ■ ■� ■■■■ Imo■■ ■■■■_ ` ■ ■ ■ ■ 1111 ■ ■■ ■■�i ■■■ ■ ■ 1111■ ■ _ ■ ■■■■ ■ iii_ H ■W 1111 1 -- ■ ■1111■■■■■ ■■■ II II 1111 , --I } a_ 1 ii 1 rn ', LI _ Q �CC c- Z w m ---------- --I 1 z s.. H .; 4ii, C- __,_)4 Q ■ ■ ■ - 111111 NE ••• ■■■ ---- Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 • --1.-- Eat �--1- - 1 ! , -1-. -.-r-;-I_ _ _i -1 -,_-1---- --�- __-- I I 1 1 , i---i 11 ■ i H-4- t------- --- - •- ---3- ---1- IMI II I--- 111111Ni,■■..■■ I . z -i-- I I ■ -1- Ir-11i In FS 111111 1 — Il t HjJ ;i1ir . ._; jiIUiFtT� ■ I r ' use --I-I' 1 t_ - I • — ' ■ M. 1IiIIIII1IIIItr 'ter 1. Iliffli HjiiI!1IItiIi11 ' - 1 _ -'■■S ..'�i &1■ ----- 1--- - - :-. 11111 Blau i ii_ --...__ __- pi. - ! - 1 i. mi.Ill - Sketch by Ape IV Windows rir°h i • PERMIT PLOT PLANT I HAVE PERSONALLY MEASURED THE DI;;TAIN L FROM THE PROPERTY LINES TO THE • PROPOSED STRUCTURE(S)OR SIGN(S) . SIGNATURE D TE _ • I I - _ RPvicPrl ar1aron10 f-E F PLOT PLAN cn 0 0 21 w C1.1 r- - Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines. f— Z ILU — cn o SIDE PROPERTY LINE a L „ •■ I ■■■I_ ■■ 1 ll up: E CC 1 u) �C _-✓. 1 w z •!-: cci--0 011110 ■■■11111111 — I— 111 I 1 ii lilt Tl u.J i I 1 0 z — H c� ■■■■ ■ — o�) o1 11=1111. tl XJ 111 MI111=111111 II 1 -I - Z 11 ' II — Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 • I .4f "eN( '1 F=rom: "84 Lumber Store 0631"<hplaser@0631.841umber.com>6' Subject: porch plans,john Date: July 3, 2014 1:30:29 PM EDT To: "jv1026@gmail.com"<jv1026@gmail.com> 1 Attachment, 14 KB seat.:1/4:-11-011 ...A AMC \./Lvco-i_o ___P-- 19 --19 MI,tl,Jeavl/ csz : &i i'Jif AS-7 ALr1 5rti 1J61.�5 Ece walaLATL(Z,-Fr2n),;T1 /` 1-"056 si4e-t-CN 111L1 7 244- -164)A,.44%1042_6 / 227e6sOc Celk,SsT. - 0-xiCoc S�ero,er tciALL- z-2-t-to(iii 4-i'4,?; ti5-,3 ` -,k..t - i Ncj t- 1JE t}pr✓")L- r Kms—'UI l=_, .- ..------)11.- ,1111 =t(,1 tit 14' 5r'wALL. 8''rau 1..cSLvai,..S s e I9-'�I.D'GONL.1-Ct W)2-- 4 (L 42 ( HSE l 4 �r�c.4,1-4/12 0\40— o f1 4'-O"ttYkos i w4L� ��n I ce3, c1 N il Z-L>410 63r j ra _ = rt = _- = *7--4x4 Cr P1 Tr 5 -Dir ----�- 1q1