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2014-028 TOWN OF QUEENSBURY coN742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140028 Date Issued: Tuesday, December 16, 2014 This is to certify that work requested to be done as shown by Permit Number P20140028 has been completed. Location: 16 SNUG HARBOR Ln Tax Map Number: 523400-290-005-0001-023-000-0000 Owner: RAYMOND & PATRICIA SORESINO Applicant: RAYMOND & PATRICIA SORESINO This structure may be occupied as a: Single Family Dwelling By Order of Town Board TO F QUEEN BURY 4 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 Director of Building&Code Enforcement or Zoning Board of Appeals. Oek TOWN OF QUEENSBURY F 43,-- 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140028 Application Number: A20140028 Tax Map No: 523400-290-005-0001-023-000-0000 Permission is hereby granted to: RAYMOND &PATRICIA SORESINO For property located at: 16 SNUG HARBOR Ln 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: RAYMOND & PATRICIA SORESINC 174 FULLER Rd Single Family Dwelling $65,000.00 QUEENSBURY,NY 12804-0000 Total Value $65,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2014-028 SFD 912 sq ft with TBOH Res. 29,2013 &AV 28-2014 $182.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, April 23, 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 nsbu7 ) it Wedl7e ay,April 23,2014 SIGNED BY c J L r4'7k iv for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes Received: � PRINCIPAL STRUCTURE APPLICATION Tax Map ID: .;),63 b, 12-1 .4.3 g Permit No.: % g-?, A permit must be obtained before beginning construction Permit Fee: $ Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $ Ya°S j).4-I.3 de units, including single-family dwellings,duplexes or two-family dwellings, multiple family Site Plan No.: rums, dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: homes,but not including mobile homes. This is in addition to the permit fee. Date Applicant Tax Map ID 9 - O " I " a 3 Address FEB 0 3 2014 Zoning ReS Phone/E-mail Property Owner Ro‘i sjeve-slOOContractor/Agent Address It 7`4 / Hew- Ra Address tYLt cc7.1 c b« 4 U Phone/E-mail tf- Y Di 7603 sig- .a-.2-3966/ Phone/E-mail Contact Person for Building &Code Compliance: Day Phone: Building Street Address: / S dot.- bct LA/ Subdivision Name: Lot#: Historic Site: Yes Estimated cost of construction: $ )0 Type of Construction: Check all that apply Please indicate measurements as required below: c C o 0 1st Floor 2nd Floor Other Total Height F a a Single Family ,� 1Xt..sekie,ct c,27' Two-Family ((el eck" Multi-Family(#of units ) Townhouse Business Office Retail-Mercantile Factory-Industrial Attached Garages(# ) Iv Oi Other Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 If commercial or industrial indicate name of business Proposed use of building or addition Source of heat(circle one) Gas Oil Propae) Solar Other Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" Yes Are there structures not shown on plot plan? /4.o Are their easements on the property? O Site Information a. Dimensions or acreage of lot - g b. Is this a corner lot? yes c. Will the grade be changed as a result of construction: Yes LAO d. Public water or Private well . /L'. bra-cc. ( 1 e. Sewer or Private Septic System P/1---t V A-tG S p-1-� c_ Value of all work to be performed(labor and materials) $ A6 • C;f3 Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 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 agre)o the above. Print Name: v C $ 11/10 41. o I 0 K. I nl v W1111W1Signature: � a Date: FOR OFFICE USE ONLY: Operating Permit Issued: _Yes _No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 '1) 41;tjaY )(-1-0 3- ri Town of Queensbury Highway Department a DRIVEWAY PERMIT Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Superintendent Home: (518)798-0413 Home: (518) 745-0929 Office Phone: (518) 761-8211 Office: (518)761-8211 Fax: (518) 745-4466 FE'c i 3 2014 Building Permit#: Date: d "3 ' 1 Tax Map ID: Applicant Name: �,f�r��a_ 5vi^csrno Address to be inspected: / t I as d Return Address: Qrr{e")s Aly ) 2-g-0 Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: Step 1: ( ) Preliminary Approval Need: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12" ( ) 15" ( ) 18" ( )24" ( )36" Preliminary inspections completed by: Date: Approved by Highway Supt: Deputy Supt.: Upon completion, please resubmit this approved permit for a final approval. Step 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Highway Superintendent Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 /CY/ —0 Queensbury Building & Code Enforcement - Residential Final Inspection ^ Office No. (518) 761-8256 Arrive: am/pm Depart:( 0�r/am/pm Date Inspection request received: Inspector's Initials: NAME: S 0 t't°.( n n PERMIT#: f q-6 a g LOCATION: / (ll n n Li atiQt herr DATE: / a-/(Q-Iiii TYPE OF STRUCTURE: S ." 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 V . .f Roof Complete/Exterior Finish Complete y Platform at all exterior doors V 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 V/ Interior/Exterior Railings 34 inches to 38 inches % Deck Bracing I Handicapped Ramp Compliant t Grade away from foundation 6 inches with 10 feet 247._. c 6 inch clearance to sill plate ✓ Gas Valve shut-off exposed/regulator 18 inches above grade / 1-----......Interior privacy/trim/doors/main entrance 36 inches " Bathroom/Kitchen watertight ✓j Safety glazing/Window in stairwells safety glazing ,/ Interior Smoke Det ors/Carbon Monoxide etectors / Every level: Every Bedroom / Outside every bedroom a: r/ / VVV Inter Connected: Battery backup: a/ Attic access 30 inches x 22 inches x 30 inches(height)in accessible area y,, / Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft vents Bathroom Fans,if no window / Plumbing fixturesVZ Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification —Z___ +1/4.,3�_ 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 V Enclosed Stairs Sheetrock Underside minimum 1/"Gypsum NV- Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/,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 ��tt r fiy.615._5(---(50Okay to issue C!C or C/O[Temporary/Permanent] 0 e,,c._t� L:\Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_1 0405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Queensbury Building & Code Enforcement - Residential Final Inspection �`-l 4 rt: Office No. (518) 761-8256 Arrive: am/pm Depa - � am/pm Date Inspection request received: Inspector's Initials: . NAME: S b r e ' rl D PERMIT#: r . LOCATION: / 42 nt,cn. .r{-aria r DATE: . 'UMW TYPE OF STRUCTURE: S F Comments: Yes No N/A 4" Building Number Address visible from road _ ��� Chimney Height/"B"Vent/Direct Vent Location CJ - �? - f;1v �W`+'��� 3 in h Air Inmt keing .. t= ��t � 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete t/ pRcsv - ` ,--u- Hm at all exterior doors ���T Handrail 4 or more risers Guards at stairs,decks, patios more than 30 inches above grade `/` 7—._,` )ti ''" Guard at stairwell at 34 inches or more V IT � -S 19-6406"m_ Guard at deck, porches 36 inches or more � `�� Handrail Termination at Newell Post or Wall / V ��L\/A Interior/Exterior Railings 34 inches to 38 inches ,l / /'+�`��' `` � Deck Bracing/Handicapped Ramp Compliant �s�' i 7 Grade away from foundation 6 inches with 10 feet �,i �' 6 inch clearance to sill plate f ,r�,,,,�-�...flit:r�'� Gas Valve shut-off exposed/regulator 18 inches above grade ' � ` ,/f ��;. - Interior privacy/trim/doors/main entrance 36 inches Y Bathroom/Kitchen watertight (....J cs--LiZi Safety glazing/Window in stairwells safety glazing Vc-,� Interior Smoke Detectors/Carbon Monoxide Detectors 1`�N M1 Every level: ' Every Bedroom: �: �V` r� , Outside every bedroom area: Inter Connected: Battery backup: / 4, �M -�k Liz( 5 ' Attic access 30 inches x 22 inches x 30 inches(height)in accessible area V �_ Crawl Spaces 18 inch x 24 inch access, 1 sq. ft.-150 sq.ft.vents ✓ �� � � � Bathroom Fans, if no window 7c )' Z Plumbing fixtures c2 . v.A..r cF� E2t 4 -Foundation insulation to floor/Sticker on Panel -� ^pc._. 00-5t4c-i-sI-12,0-3,1w t Duct work sealed properly I Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. V t,. ` V - i Emergency egress below grade V Gas Furnace shut-off within 30 feet or within line of site .74---5.- -- Oil Furnace shut-off at entrance to furnace area 11 ,. 1 -- Furnace/Hot Water Heater operating V 4 �� Low water shut-off boiler �i"ti`) L Relief Valve s installed/Heat Tra•/Water Tern• 110 yit. ' Enclosed Stairs Sheetrock Underside minimum/2"Gypsum 70 - l clam/TM- -Basement stairs closed rise>4 inches Garage Floor Pitched � ., `.k..)-44,-4, ---- Garage fireproofing/3/4 hour fire door/door closer ' Gas Logs in Sealed or Glass Enclosure �o �'�" " Final Electrical; Energy Saving Light Bulbs 50% Z� S1-c.7) ��N *or Final Survey Plot Plan 141/ Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles V _ , �/g -J Flex Gas Pipe Bonding V As;____&_1_,, i1 Septic System/Sewer Dept. Inspection Sticker - � c1 Site Plan /Variance required ! �— — lain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] C..0 L:\Building&Codes Forms\Building&Codes\Inspection Fomis1Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 V-61Ae Irfab.. ---2.2-2-^rQ (IC)C--( A-tGW-.3 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: „i6, am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial . NAME: �` PERMIT #: LOCATION: ( ( INSPECT ON: ('ZA VVA. TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 'A inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet f 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 Tyvek or Similar 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 properly/ No duct tape I COMMENTS: C-7 -31A-)A/ — Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Town of Queensbury Building & Code Enforcement l L/ i, 1f Office No. (518) 761-8256 Framing / Firestopping Inspection Report • Inspection request received: /7. l / )' Name: 5C1�'�-�? S t ,,i1- U Inspected on: ' 2-L J� Location: I J S/,7V 6' F1,A2 L3(P-- Arrive: a.m.I p.m. V Permit No.: ) U1' Inspector's Initials: TYPE OF STRUCTURE: N NIA COMMENTS: , gaming cr V l�� V/ Attic Acces "x 30"minimum 2 Jack Studs I Headers 1Lt Provided Bracing I Bridging Joist hangers � Jack Posts I 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 1 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 (I 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 / Firestopping Inspection Report Rough Plumbing / Insulation Inspection Report 2 Office No. (518) 761-8256 Date Inspecti n quest received: 7/�. i Queensbury Building & Code Enforcement Arrive: t am/pm 742 Bay Road, Queensbury, NY 12804 Inspect Initials: NAME: SO(`( t r\:0 PERMIT#: ) �� d �a LOCATION: /L2 'a n- r- 'fir INSPECT ON: -)/Z L0),4/ TYPE OF STRUCTURE: Y N/A Plumbing under slabs „)/)dough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/Commercial Check Window Sealing Tyvek or Similar 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 properly/No duct tape Blower Door Test Air Sealing COMMENTS: (3p,,,,,vicx)k-pdpiii,__I----)- vvvr--(-, - `2tf)J`i) ,--fuLoVrC-"))(z_K.4 Rbv t q p--- 1�(54j/�� Rough Plumbing_Insulation Inspection_02 05 13 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date tnsRection r:,• st rceived: Queensbury Building & Code Enforcement Arrive: 4 a ►m Dart: — am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s NAME: \DPERMIT #: \LA -u LOCATION: 1-�ae. INSPECT ON: –7 – – IL\ TYPE OF STRUCTURE: L Y N N/A Rough Plumbing / Nail Plates Plumbing Vent I Vents in Place 1 '/z inch minimum Drain Size Washing Machine Drain 2 inch minimum ' Cleanout every 100 feet /change of direction Pressure Test P L_L) �P,t roL PER__R C 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 NOD Ca-LL Insulation / Residential Check I Commercial Check —� Vv `– EZX Tyvek or Similar 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 properly / No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 1 a-- / Foundation Inspection Report Office No. (518) 761-8256 Date Ins.ectio . • •.iv- Queensbury Building&Code Enforcement Arrive: - ' 9 . /Depart: _ am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini ii :000:4411.- 1 / NAME: S e2 r-ES 1 e% o V RMIT#: / 0 a LOCATION: i 6 3 t (,r d3-- 0-t/"6/` INSPECT ON: '� 1 e (k( TYPE OF STRUCTURE: S F b e d3 t J 01112 a r3col -690V Comments / \ LD__ .'"A k --)t,q Y N N/A Footings ( Of .0 fr."NeMdz?-04-yrezierz_ Piers Monolithic Slab Reinforcement in Place ` ) The contractor is responsible for J providing protection from freezing for 48 hours following the placement - _1 \ of the concrete. Materials for this purpose on site. _ \ - Foundation/Wallpour , -� Reinforcement in Place i'E--c- l `- c___ Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width / i C.. /' 6 inches above footing 6 miry for wet areas under slab Backfill Approval ,, `r Plumbing Under Slab �;� '' Vl�� PVC/Cast/Copper Foundation Insulation Interior/Exterior \ GQ--V---\ ` 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 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 i' Y)" Framing / Firestopping Inspection Report Inspection request receiv • 1o/ L7 Ziji -4r-IA7 Name: 1644//%.,0 Inspected on: (-v . 7 , 1) Location: l Le S& U1 i b0 r >\L -�C_� Arrive: ..rt Permit No.: dZ(c.1--6. -gi Inspector's Initials: TYPE OF STRUCTURE: 'lir Y N N/A I COMMENTS: El ( 1'6 Framing Attic Access 22"x 30"minimum 30/_ o9ov Jack Studs/Headers Truss Specification Provided 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 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses . :. . -. • less on center Ice and water shield 2, . ches 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 ! Firestopping Inspection Report :\t\v,ractAA Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reque .01 •- ed- Queensbury Building&Code Enforcement Arrive: !: a ;:pm 2 ;. Depart:5r qa am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial „� NAME: Sore.-2, fna 'tT#: / </ 75 Ag LOCATION: I LP S c%t.K� t'\1el r INSPECT ON: --q`/q TYPE OF STRUCTURE: JS F b Comments 5 \ SEC \-u jt Y N 1 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 noting Dowels or Keyway in place Foundation Dampproofing Fg Foundation Waterproofing Footing Drain Daylight or Sump // Footing Drain Stone: 12 inch width it/ 6 inches above footing 6 mil poly for wet areas under slab �2 aekfill 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 J- 1- 1 ,ra /--3 ( 1 c,r(1) Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart ` 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: C NAME: S Cy �`�2)4 PERMIT#: i<1 LI_ l� 3 LOCATION: J L 5 �1 _ Q �O 1" Ls/1 INSPECT ON: (9 5-1 TYPE OF STRUCTURE: �S Comments Z' 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 {(11 Reinforcement in Place 4 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: r Queensbury Building&Code Enforcement Arrive: am/pm Depart arrie„ : , p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: cd t..&'r� PERMIT#: (20/1(--619- LOCATION: 1 t '---- INSPECT ON: (,,/ TYPE OF STRUCTURE: 6 =� Comments Footings c O/T -Oc 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�D mgproe#Ing„ (Foundation Watermeifing---1,\ . Footing Drain Daylight or Sump tp y 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 Insulatio Interio Exterio R_ SCS Rough Grade 6 inch drop within 10 ft. `— L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundat on Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -11L+° S /o i ? ) Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: bla fio, 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial NAME: S PERMIT#: /<1_O 'S LOCATION: !Lp S h U-5 \INe7 r INSPECT ON: & —3--/ J TYPE OF STRUCTURE: S F A /1Com/m�ents Y N N/ 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 ra - Lc; Reinforcement in Place V 2, 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 N-onat a ° - 3 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials NAME: S or e SAt/1 Q PERMIT#: I `� b LOCATION: La S n tf ` 1-ccip C") r INSPECT ON: .• © TYPE OF STRUCTURE: S F Comments Y / N N/A MOP f_ Piers W 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 C� Com 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 {� - r 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 e. ugus Scale 1"-20' S-1` FINAL SHEET 1 OF 2 ADD SHEET 2 50U51NO C2758 DESCRIPTION DWG. No: 13099 DU•UNAU!"wAUCON {yam URVEY AD"0'IUKDITIO 5T 15 AW Uf.VJNG AIICENS[U IlW05UFVfl9R55fN ISA Map of a Survey made for SUNNYSIDE D� VIUTA ION Of 5fR10N ]203509 UMSION 2. Of illE ROAD (x steves I NORTH LANDS N/F OF / T I V 0iRU2LOP F5' 5f/J.SNPLf .100.I'U 0.r1JJ\/ V FRANCIS & BERNADETTE DUNN / C "I`"gOI4 IUTIONS INUICATEU 11'PjON`�111MMU 419/553 �y/ y^�^ $T o r L d S � / /'\� y9�P. Sy�S r 9 C lh S O1 V S 1A.O S �`!! Patricia ... e/ ✓O/ a � r Y e CMIF1 ch, 01, TO TFS FRFWN`5.5NUCfW F Cf,'ION55NW..°NWY TO f02WNOM RIC4URVEY 1.VFM.RE0 WO 0 i /j 1 �/1L/1 169 Haviland Road ueensbur New York 12804 Queensbury, F,2 ON NIS BfIWf TO RIP 1'ITIP (A AT•V1Y• GOVfRNM[MPL AGENCY N.IENUIWIN5TNN Ql"UORURPSON. O T° THE A55GW5 Of I"ENUII, Town of Queensbury, Warren County, New York i ; LAKE , I, ITUROW (518) 792-8474 New York Lae. No.. 50135 NO. DATE TAX PARCEL: 290.5-1-23 S84°46'53'E S UNNYSID LANDS N/F OF FREDERICK & PAMELA ABMA LANDS N/F OF 1488/271 ro amK JOSEPH ORLOW I MICHAEL ALUND / s.P. I L �� 904/250 - cgeRS N O° / h iSriNG � I ,�, // 30' SETBACKcoNc. SEf TIC I03 ,.." 0 SPLIT LEVEL - / WOOD F RAMS m u_ .HOUSE y9 I I ADJOINERS.. DEED REFERENCE: cABIN 8' WIDE LANDS N/FOF N81024'54"W %N PERRY S. PINE, JR. DIANNEBARBER 13.00'/ % ` ez 3oIsETe "" RIGHT-OF-WAY TO 621/786 12' WIDE / / 20.4 _' I LAST KNOWN OWNER RAYMOND SORESINO RIGHT-OF-WAY 7 / / coo M AREA 'I I GEORGE N. GRAY PATRICIA SORESINO DATED: SEPTEMBER 19, 2008 y / 00 u, m 6, 624.69 SQ. FT. o 470/367 I BOOK 3641 PAGE 23 z 0.15 ACRES co MAP REFERENCES:" / eF 71.50' P/ MAP OF A SURVEY OF / S.r. N87 ° 05' S1 "W / l r LANDS TO BE CONVEYED TO / / / 5 GEORGE N. & MARGARET E. GRAY / / / I / ADgNEK DATED: OCTOBER 30, 1961 w / ADJOINER'S / GP /. ._.. REVISED: FEBRUARY 26, 1962 LOG oME / Q / CABIN BY.• JOHN B. VAN DUSEN / LANDS OF WILLIAM & PENNY UNDERWOOD l s ls / . P. LANDS N/F OF l PROPOSED WATER SYSTEM IMPROVEMENTS DATED: AUGUST 6, 2002 o / / a / NA037 / I 1641T0 BY.ENVIRONMENTAL DESIGN PARTNERSHIP, LLP LEGEND: - �- l u LANDS N/F OF . .:_._ _.._.. _..__ .._ _ _.... \ NAOMIPOLITO ® IPF = IRON PIPE FOUND % 1377/64 0 IRF = IRON ROD FOUND l00 ® CIRF =CAPPED IRON ROD FOUND / O CIRS = CAPPED IRON ROD SET/TO BE SET l l cia, = UTILITY POLE l 0 = EXISTING WELL l s.r. =SEPTIC TANK l JC SEEPAGE PIT I NOTE: t SEPTIC TANKS AND SEEPAGE PITS AS PER MAP FOR UNDERWOOD BY ENVIRONMENTAL DESIGN PARTNERSHIP. NO CONFIRMATION WAS MADE THAT TANKS AND PITS EKIST. _.: r) -+'A t27 2013 e. ugus Scale 1"-20' S-1` FINAL SHEET 1 OF 2 ADD SHEET 2 50U51NO C2758 DESCRIPTION DWG. No: 13099 DU•UNAU!"wAUCON {yam URVEY AD"0'IUKDITIO 5T 15 AW Uf.VJNG AIICENS[U IlW05UFVfl9R55fN ISA Map of a Survey made for D� VIUTA ION Of 5fR10N ]203509 UMSION 2. Of illE (x steves NCW YORXSTATE fUUGi O..O '0 l COPIF5 PROM I.Of� 111 I,1 15URVfY M.5 VIITNANOWGINN l SURVEYORS (� Yy (� P /� \/ � ®� � S ®yq 1 1 Raymond � y � O R T I V 0iRU2LOP F5' 5f/J.SNPLf .100.I'U 0.r1JJ\/ V C "I`"gOI4 IUTIONS INUICATEU 11'PjON`�111MMU �y/ y^�^ $T o r L d S � HJ55JcrffVIAi in 550 RVWYOM PREPARE° N All 1Of W11ryiNf WSTNG COM OP PP FL POR WI, SURVEYOR$ AUOI'R0 DY TIIE NEW YUPI SiAf ON OPPRpf 01,4 /'\� y9�P. Sy�S r 9 C lh S O1 V S 1A.O S �`!! Patricia ... e/ ✓O/ a � r Y e CMIF1 ch, 01, TO TFS FRFWN`5.5NUCfW F Cf,'ION55NW..°NWY TO f02WNOM RIC4URVEY 1.VFM.RE0 WO i /j 1 �/1L/1 169 Haviland Road ueensbur New York 12804 Queensbury, F,2 ON NIS BfIWf TO RIP 1'ITIP (A AT•V1Y• GOVfRNM[MPL AGENCY N.IENUIWIN5TNN Ql"UORURPSON. O T° THE A55GW5 Of I"ENUII, Town of Queensbury, Warren County, New York i ; 09/17/13 , I, ITUROW (518) 792-8474 New York Lae. No.. 50135 NO. DATE TAX PARCEL: 290.5-1-23 e. ugus Scale 1"-20' S-1` FINAL SHEET 1 OF 2 ADD SHEET 2 50U51NO C2758 DESCRIPTION DWG. No: 13099 LANDS N/F OF FRANCIS & BERNADETTE DUNN 419/553 LAKE SUy' y' y S D LANDS WF OF FREDERICK & PAMELA ABMA 1488/271 �%4885 /H DEED REFERENCE. - PERRY S. PINE, JR. TO RAYMOND SORESINO PATRICIA SORESINO DATED: SEPTEMBER 19, 2008 BOOK 3641 PAGE 23 MAP REFERENCES: MAP OF A SURVEY OF LANDS TO BE CONVEYED TO GEORGE N. & MARGARET E. GRAY DATED: OCTOBER 30, 1961 REVISED: FEBRUARY 26, 1962 BY* JOHN B. VAN DUSEN LANDS OF WILLIAM & PENNY UNDERWOOD PROPOSED WATER SYSTEM IMPROVEMENTS DATED: AUGUST 6, 2002 BY. ENVIRONMENTAL DESIGN PARTNERSHIP, LLP LEGEND: O IPF = IRON PIPE FOUND .O .IRF = IRON ROD FOUND O CIRF = CAPPED IRON ROD FOUND O C/RS = CAPPED IRON ROD SET/TO BE SET =UTILITY POLE =EXISTING WELL LMJ =SEPTIC TANK s•P. = SEEPAGE PIT NOTE: SEPTIC TANKS AND SEEPAGE PITS AS PER MAP FOR UNDERWOOD BYENVIRONMENTAL DESIGN PARTNERSHIP. NO CONFIRMATION WAS MADE THAT TANKS AND PITS EXIST. a� & s e Sieves Land Surveyors 169 $aviland Road Queensbury, New York 12.804 518) 792-8474 New York Lic. No. 60135 LANDS N1F OF DIANNE BARBER 621/186 1 /./x' / / ', N81024'54"W / 12' WIDE 13.00'/ RIGHT-OF-WAY G SUNNYSIDE ROAD NORTH / S84046'531E / / \ 70.99' %K / m TgNK I 3 ro / EX15TING I 5EPTIC Vj / 3015ETDACK I 0 PROPOSED CONDITIONS Map of a Survey made for Raymond Soresino Patricia Soresino Town of Queensbury, Warren County, New York 5.P. �oo.o i / LANDS N1F OF I JOSEPH ORLOW I / MICHAEL ALUND 904/250 ADJOIN%5 GAgIN 51. PPO3O\NfR5 Cog ' t 8' WIDE RIGHT-OF-WAY LAST KNOWN OWNER GEORGE N. GRAY 470/367 �& s FEB 03 1� /G LANDS N1F OF NAOMI POLITO 1377164 PERNII F PLOT PLAN I HAVE PERSONALLY MEASURED THE DIS TAiVC FROM THE PROPERTY LINES TO TI OSED STRUCTURE(S) OR SIGNS '/NATURE "D 1 19117113 JADD SHEET 2 NO. I DATE I DESCRIPTION S-2 SHEET 2 OF 2 SORE51NO C2758 DWG. NO. 13099 PROPOSED 24'X 35' v I w fp C I WOOD FRAME hou5C 0 20 �-'-- 20 o _ 25 SETBACK = /I AREA 6,624.69 SQ. FT.0. 15 ACRES -- 71.50' / S.T. N87°' 0551W " \l G l tAOJOINER'S CABIN l LANDS N/F NAOMI POLITO 1377164 OF / \ PROPOSED CONDITIONS Map of a Survey made for Raymond Soresino Patricia Soresino Town of Queensbury, Warren County, New York 5.P. �oo.o i / LANDS N1F OF I JOSEPH ORLOW I / MICHAEL ALUND 904/250 ADJOIN%5 GAgIN 51. PPO3O\NfR5 Cog ' t 8' WIDE RIGHT-OF-WAY LAST KNOWN OWNER GEORGE N. GRAY 470/367 �& s FEB 03 1� /G LANDS N1F OF NAOMI POLITO 1377164 PERNII F PLOT PLAN I HAVE PERSONALLY MEASURED THE DIS TAiVC FROM THE PROPERTY LINES TO TI OSED STRUCTURE(S) OR SIGNS '/NATURE "D 1 19117113 JADD SHEET 2 NO. I DATE I DESCRIPTION S-2 SHEET 2 OF 2 SORE51NO C2758 DWG. NO. 13099 `Drawn b` � _e �n SUNNYSIDE ROAD p �� �,��� �� �� NORTH LANDS N/FOF / IS & BERNADETTE DUNN / 9/553 LAKE i She l.?CJN 1 ►iID �I LANDSN/FOF /�/ �� / 70 983 E FREDERICK & PAMELA ABMA 1488/271 o LANDS N/F OF a ! , qQ✓O .`5 / % T t I JOSEPH ORLOW K S' MICHAEL ALUND ti TING 904/250 BA/ a SEPTIC. 1 60 i I Vd scan+ ha /, �jPROPOSED24`X38' /i m ¢ I U \ r / WOOD FKgME t10U5E C `o ER5 ' DEED REFERENCE: , / / \Q NADj LANDSN/FPAF N81024'544W / % o w GPHIN PERRY S. PINE, JR. DIANNEBAR13ER/ t, a �8' WIDE . TO 621/786 12' WIDE RIGHT-OF-WAY RAYMOND SORESINO w .. L .x, RIGHT-OF-AA IGHT-DF-WAATCRAECPATRICIA SORES/NO E. SF T / - I LAST KNOWN O WNER DATED: SEPTEMBER(? 2008 EORGE NGRAY M AREA IP 70/367I,.SQBOOK 3641 PAGE 23 Y . MAP t _ REFERENCES: 0,17 MAP OF A SURVEY OF71:50' G�25/, 1 t1 LANDS TO BE CONVEYED TO = 5.T. N87 05' 67 "W _ "" GEORGE N. & MARGARET E. GRAY DATED: OCTOBER 30, 1961 REVISED: FEBRUARY 26, 1962 LOO / e / ! 6 ADJOINEK5 ti BY: JOHN B. VAN DUSEN noble �\ % a / 1 CABIN CAi LANDS OF WILLIAM & PENNY UNDERWOOD \ O PROPOSED WATER SYSTEM IMPROVEMENTS I a LANDS N/F OF l DATED: AUGUST 6, 2002 \ % 0) l NAOMI POLITO BY. ENVIRONMENTAL DESIGN PARTNERSHIP, LLP ! l r / I r ? 77/64 LEGEND: '��� ` I u / / t uzF __ 4 � LANDS N/F OF O IPF = IRON PIPE FOUND NAOMI POLITO .O IRF = IRON ROD FOUND 1377/64 O CIRF = CAPPED IRON ROD FOUND l I F 5•P• s"P" O CIRS = CAPPED IRON ROD SET/TO BE SET =UTILITY POLE l ® = EXISTING WELL s.r. =SEPTIC TANK \ = SEEPAGE PIT (` \ C. ST FG NOTE: SEPTIC TANKS AND SEEPAGE PITS AS PER MAP FOR UNDERWOOD I L BYEVVIRONMENTAL DESIGN PARTNERSHIP. NO CONFIRMATION WAS i 1 MADE THAT TANKS AND PITS EXIST. 2sR 1(50135 •J PROPOSED CONDITIONS ° A o ?'{e� Date: Augus 2772013 1. all � �.y.S � VWWfiNMtl34 HieFAI1CNOftICgINMIiPA94beY Map of a ' Survey made for Scale 1"=20' fln N ma9cQpN]M9,9VSwV.R'y12.wm (j(. rcWmrt<srAm muGrk+iiwi.• Steve s . Raymond Soresino ,. S —2 rN9 9UMCYWA9 tWe!1W W KQWNCL vA(11 m Land Surveyors Patricia Soresino .omcruaavrawnwmwererunnwm. wg on yxnwrom mewwWm 4w uww u 8HEEr 2 OF 2 169Haviland Road Queensbury, New York 12804 0 ,a "° Town of Queensbury, Warren County, New York 1 9/17/13 ADD SHEET 2 50RE5INO C2758 (518) 792-8474 New York Lica No. 60135 NO. DATE DESCRIPTION DWG. NO. 13099