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2014-646 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140646 Date Issued: Thursday, April 16, 2015 This is to certify that work requested to be done as shown by Permit Number P20140646 has been completed. Location: 237 Sherman Ave Tax Map Number: 523400-302-018-0002-002-002-0000 Owner: CLUTE ENTERPRISES Applicant: CLUTE ENTERPRISES This structure may be occupied as a: Single Family Dwelling By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property (ad 4 41,0teowner 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. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: P20140646 Application Number: A20140646 Tax Map No: 523400-302-018-0002-002-002-0000 Permission is hereby granted to: CLUTE ENTERPRISES.INC. For property located at: 237 Sherman 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: MARY F DODGE Single Family Dwelling $110,000.00 243 SHERMAN Ave Total value $110,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency CLUTE ENTERPRISES. INC. 6 HOLDEN Ave OUEENSBURY.NY 12804-0000 Plans& Specifications 2014-646 SFD 936 sq.ft. Garage 320 sq.ft. $187.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,December 30,2015 (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 ue sIntrel nTues�i y, I ecember 30,2014 SIGNED BY r /4) !/ 410 the Town of Queensbury. Director of Building& Co e Enfo ement PRINCIPAL STRUCTURE APPLICATION Office Use Only DATE 1;120/04 Received ryEC 2 2014 Tax Map IDs TAX MAP ID 3oa ,i4 - — 2.D Permit No. lq- (p SI (Q Permit Fee ZONING Rec Fee Site Plan# HISTORIC SITE Yes >< No Subdivision# SUBDIVISION NAME Lot# TOWN BD.RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWEWNG UNITS,INCLUDING SINGLE FAMILY DWELLINGS,DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED & MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. APPLICANT Chit OWNER Ca,J k_ 701e ADDRESS Cpsr( ., Pn..E ADDRESS PHONE/E-MAIL gitchati Z 77 PHONE/E-MAIL CONTRACTOR L91-t COST OF CONSTRUCTION(ESTIMATED): $ L I 0/00 0 ADDRESS: BUILDING ADDRESS: .237 5-en-.e".. 302. 1't _ 2 -f oD PHONE/E-MAIL �— C CONTACT PERSON FOR BUILDING&CODES COMPLIANCE �`�" PHONE 'XL TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1st floor sq.ft. 2ntl floor sq.ft. Total sq.ft. Height Single Family 93(P 73(4, �� I Two-Family Multi-Family (#of units_ ) Townhouse Business Office Retail - Mercantile Factory- Industrial • Attached Garage (# of I ) 320 3a O t f0 f Other 1 Town of Queensbury Building&Codes Principal Structure Application July 2014 If commercial or industrial indicate name of business � Proposed use of building or addition 47 t^1knn4 Source of heat (circle one) Ga Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & � Chimneys Are there structures not shown on plot plan? k•Oo Are there easements on the property? !„..0 a Site Information a. Dimensions or acreage of lot l0 151 fl oS � b. Is this a corner lot? c. Will the grade be changed as a result of construction _Yes K No d. Public water or Private well e. Sewer or Private Septic System 5,e_erc Value of all work to be performed (labor or materials) $ -\\0 QOto DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed,subject to fees and department approval. 3. 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. 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I /we are required to provide an as-built • ey by a lice ised land surveyor of all newly constructed facilities prior to issuance of a certificate of o. ••ancy. I have read and agree to the above: PRINT NAME: ; DATE 1�F z•/c`P SIGNATOR' /�i Wil`/ DATE t�ZI /1-f FOR OFFICE USE ONLY Operating Permit Issued: Yes _No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions 2 Town of Queensbury Building&Codes Principal Structure Application July 2014 • SEPTIC DISPOSAL PERMIT Office Use Only DATE -( /(`f Received Tax Map ID /� TAX MAP ID SOa.('T - - 2. a Permit No. � '7 agt.a ^ Permit Fee LOCATION OF INSTALLATION 7 37 1 A•e Approvals: APPLICANT / iJi P PHONE/E-MAIL 193 7277 ADDRESS PG 44 H✓e cS,J1c_o L Soi r J Lata INSTALLER/BUILDER PHONE/E-MAIL ADDRESS: rj OWNER PHONE/E-MAIL Address CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE ( Z23lo RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed _Yx`//N 1981-1991 Spa or Hot Tub installed _Y �N 1992-Present ` (O L2fl PARCEL INFORMATION Topography Flat rolling Steep slope _%slope Soil Nature Sand Loam Clay Other Groundwater At what depth? Bedrock/Impervious Material At what depth? Domestic Water Supply Municipal _Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate: per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size leCtO gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field v4#2 stons, Total length (5O ft.:Each trench . x C) Seepage Pit with#3 stone How many: •size Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size #of tanks Notes: 1)Alarm system&associated electrical work must be inspected-by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received&approved. The installed system must match the septic system layout on file—no exceptions. DECLARATION: Any permit or -..royal granted whi • ' based upon oris granted in reliance upon any material representation or failure to make a material f- or circumstance kn• by o behalf of an applicant,shall be void. I have read the regulations and agree to abide by thes- = • all requirement�y I ; ye of Queensbury Sanitary Sewage Disposal O(dinance. Print Name: �r t Date: t 2/nr /t-f '� /ice/ Signature: —�'� Date: la/atAy Ar 6 Town of Que-Cry Building&Codes Principal Structure Application July 2014 • DTutenu?z(.. 1 -30-11 I41JJ4tP Town of Queensbury Thomas R. Van Ness Highway Department Highway Superintendent 742 Bay Road, Queensbury, NY 12804 Home: (518) 745-0929 Phone: (518) 761-8211 Fax: (518)745-4466 David Duell Deputy Highway Superintendent Home: (518) 745-0938 DRIVEWAY PERMIT Date: (2/24 Applicant Name: Ctilt t..kc ea g✓�C e Telephone No.: —Z`t 3 Zr77 Address to Be Inspected: 37 51-cn-'_.. .de Return Address: Co 4-Fd&e_, AP.ie- cscc 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 inspection completed by: Date: Approval by Highway Supt.: (or)Deputy Supt.: Upon completion please resubmit this approval permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Thomas R. Van Ness, Highway Superintendent David Duell, Deputy Highway Superintendent 7 Town of Queensbury Building&Codes Principal Structure Application July 2014 m....,__.._a ,.w•, _ . . 9 a_ __...._ -- � S. J �'' ISEPTIC PLOY PLAN ' I HAVE ;SEEN !' ;;_ofrE9VED ALL OBJECTS SUCH A • is SES:WE t'►� -ENCES, ETC SH• TMIS ! PERSONALLY • F-c, ylf,• • .4.9 ;.,+ NONTHISDIAGRAM. ± - IGNATURE , DATE ' 1r 6 7 rN % . . it --- : :i. • I , �' r s Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 f Date received: 14.) 1-e,1l NAME: 601fr/ O LOCATION: 2:71 'c'^ A4 A PERMIT #: 1 U/Lat Final Survey Plot Plan ApprovedDenied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: )4_ Craig rB own Zoning Administrator Notes: L:SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc Queensbury Building & Code Enforcement - Residential alvf spection Office No. (518) 761-8256 Arrive: ' r T.7�a ',Milt 'art: am/pm Date Inspection request received: tin Inspector's Initials: r NAME: CWE TEtsrEQW**Eb PE-y' #: 1y—{0�U0 LOCATION: 'a 37 1)PPE 3F-1EQMAA f\\c DA/': 4 - 1 b- TYPE OF STRUCTURE: 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/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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''f"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door!door closer C) MO \bLjUC CO` Gas Logs in Sealed or Glass Enclosure / o Final Electrical; Energy Saving Light Bulbs 50% J/ 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 I,.CTTFSZ FQr1Nk TettEASS1- lood Plain Certification,if required Okay to issue C/C or Cl 0[Temporary/Permanent] �russ \b g�r,nge Xt5 ernewer L:1Building&Codes FormslBuilding&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7, 2008; Revised 6/26108;Revised 12/22/10, Revised 04/13/11 � ,r R, • I Queensbury Building & Code Enforcement - Residential Fie - Inspection \-5 Office No. (518) 761-8256 yl�315 Arrive: V '.7,o a . ``01 1‘,170a ,,,,t;� Date Inspection request received: Inspector's Initials ,G �� NAME: TC: t� P.-J IT#: I4'�4 i0 LOCATION: x�� S vy 1, r% % E: Al t°j )• 5 TYPE OF STRUCTURE: (� Comments: Yes/No_ NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location //' Fresh Air Intake 10 3 inch Plumbing Vent through roof minimum 18 inches ✓ Roof Complete/Exterior Finish Complete i 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 f 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 f/ Safety glazing/Windp�tw in stairwells safet gl g ✓ Interior Smoke Det ors I Carbon Mo oxide etecto Every level: Every Bedr Outside every bedroorr �rea: , Inter Connected: t/ 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, f no window 1/1" Plumbingnti fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification44€"eltAgeleyitel?pra. Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within fine of site _ Oil Furnace shutoff at entrance to fumace area / 7 C269 F` N A‘--, .-\ Fumace/Ho1 Water Heater operating Low water shut-off boiler / Relief Valve(s)installed/Heat Trap/Water Temp 110 f 7 ED tF-s,T Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum ./7Pt Basement stairs closed rise>4 inches ✓ "CSM Ccs `fie < Garage Floor Pitched Garage fireproofing/%.hour fire door/door closer DC,v�LE L J Of-kV Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% / ?v Mk'b t C bn �LE10 Final Survey Plot Plan f Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles v;),/: Q � ���� _ 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/O[Temporary/Permanent] 'iSs I+ SV ruNt > aC« e-e nt oer L:1Building&Codes Forms\Building&Codesllnspection Fonns\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12122/10, Revised 04/13/11 GRAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 04/15/2015 Clute Enterprises, Inc. 6 Holden Avenue Queensbury,NY 12804 Inspection Address: 237 Sherman Avenue, Queensbury NY 12804 Report Number: 0415150 Dear Pam: At your request. the Blower Door Inspection of the post construction test to verify infiltration rate of the house as per requirements of the NYS 2010 Energy Conservation Construction Code of the above property was performed on 04/15/2015. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the house=2.184 SF - Volume of the house= 18,356 CF , Based on above,the following test data was collected: - Infiltration Rate, including conditioned basement at 50 Pascal =713 CFM - ACH50, Actual Changes per Hour at 50 Pascal = 713X60/18,356=2.3 <7 The Instruments used for test were provided by the Energy Conservatory' Digital Gauge DG-3 rated accuracy=+/- 1%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. • Sincerely, r `•i 1, �T.':.-6x �. pf !-, fury } Stan Grajny PE 4s i;'iy;` _=7- „ !;•r!' NYS HERS EnePgy Rater BER-041 E4 "`�' °' NYS PE 065406-1 - �'_ c••: a6 F ue -t c tt:33 Septic Inspection Report Office No. (518) 761-8256 Date I • • •n • =} • -• �kL � Queensbury Building&Code Enforcement Arrive: \ .,i' 'rI --rt: 742 Bay Rd., Queensbury, NY 12804 Inspector's In NAME: C'_l are- NO.: 14 -lnt- LOCATION: Z.-i-t V/l1ERMAs\ N.16. 'ECT ON: 3-7_4-1\s RECHECK: Ftt-cER ccQP ‘C Comments and/or diagram Soil Type: Sand/ Loam/Gay Type of Water: Munidpal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + /- _Y_N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y—N End Cap Y N Inlet/Outlet Pi• &Baffles Y N Manholes 12"or less below grade —Y—N Q e C FA$Q__ [provide extension collar If Yes] _Y N p \ C— Location/ Separations 0Q?F C:J E� Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan —Y—N Engineer Report and As-Built —Y—N ETU Maintenance Contract Y N provided — — Location of System on Property: Front R Left Side Right Side Middle Front Middle Rear System Use Sta s: ,l� Approved 1 Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting 12010\Building Codes Forms\Inspection Foran Septic Inspection Report_03 2910.doc Town I`Queensbury Building & Code Enforcement —1—Il S ..Office No. (518) 761-8256 IO l Septic Inspection Report Inspection request received: 3\ 24\' Name: c%ukc. en3,cwydcsS Inspected on: X121\ 12_015 Location: 2b'4' S\'-r yvyc%sr Arrive: s '_�,� 3/ ,1!!�'.m. Permit No.: �' la Inspector's Initials: 0 Co "rotsandlordia•ram Soil Type:4.0 ay Type of Water: unicipal I Water L�i a Y c l WIC 1 Waterline separation distance ft. ca,Si- � 7 �J Well separation distance ft Other wells ft. 3b 1 _ ZQ1„ Well Casing Length 50'+/- Y N N/A V F' [150'to well required if NO] Absorption Field: Total length o ft. Length of each trench "l . . Depth of trenches 7� ft. Size of Stone .41C 7 Seepage Pits: Number Size' x Stone Size: Piping Size Type Building to tank 4" 6(v1/4 tkb Tank to Distnbution Box t — Distribution Box to Field/Pit « Opening Sealed: V/ N End ?Cap tie/Inld et Pipes&Baffles f`FFW TciJ �r\CT( ��v—c(�tllk�Manholes 12"or less below grade [provide extension collar if Yes] Y Location/Separations Foundation to tank \C) ft. Foundation to absorption ZZ ft. V\\—\--cC Separation of Pits ft. C\ r`'`�� Conforms as per Plot n N Engineer Repot d As- Y N ` ��_ ETU Maintena ntract provided _Y_N cNW �� V—' Location of S stem •• • ore • = 1i `Y� Front ere 'r: r.• -Side Middle Fron Middle Rear System Use Statu . Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved4 Septic Inspection Report RX DatelTime 03/2412015 09:17 518 743 0955 P.002 Mar 24 15 08:14a CLUTE 518-743-0955 p.2 Cc - c - &VCOE . arm~"_-r_.,_ e,.... L 2C Z t .f t _ • i . . tit ir----- 4i t__________________ i.,......_____i 4. 11 _- - /.. \s-z_ - �_-- _ l p5 clh / -hi rot) in �- c-vg do • I u, I I Town of Queensbury Building&Code Enforcement u,yS _ 1 -3 Office No. (518)761-8256 Rough Plumbing I Insulation Inspection Report Inspection request received: Si 1111S Name: 0 U1/4k., C- sktic rn Se& Inspected on: 31151t12-0-1 Location: 2b'l S ,WVVXAin Arrive: V._ O S.m p. Permit No.: 19— Z¢lte Inspector's Initials: Type of Structure: 5F / r2:1- ----\- -5\)-F---el- E34: - J COMMENTS Y N NA Plumbing under slab Lal % t - 2@5b Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 1/2 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 or 10 ft. ahove highest connection for 15 minutes o--� -- Pressure Test - / 1ater Supply Piping Air I Head P� ? 50 P.S. for 15 minutes \��0 ,,\ j .'I Insu- ion/Residential-Checkl Commercial Check `/�/ ndow Sealing r,` _yvekoFSimilar,ExteriorSeal_ant_`' 1�‘eJ J_�wW_,- R\(A u A ©i"roper Vent,Attic Vent / 4-Door/Window Sealed (No Insulation) V k c j kL_ 30 Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace �JG 'J�:,t °-\ ;o Duct work sealed properly/No duct tape Blower Door Test Air Sealing Rough Plumbing/Insulation Inspection Report14) Town of Queensbury Building&Code Enforcement U& 1—4.A/1 Office No.(518)761-8256 1 Rough Plumbing I Insulation Inspection Report Inspection request received: SI t( 15 Name: CuOrC, t,rew Y SCS Inspected on: 3 1'+ Zo15 Location: 2'v1 ShcAirroon Arrive: ' lr a.m.I p.m. Permit No.: ' (0'f6 Inspector's Initials: ,ab Type of Structure: 596 COMMENTS Y N NA =� Plumbing under slab V L 3 CIv l'Q Rough Plumbing/ Nail Plates }- Plumbing Vent/Vents in Place II 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I 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 Window Sealing � Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door I 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 Rough Plumbing/Insulation Inspection Report Town of Queensbury Building & Code Enforcement ilk, Office No. (518) 761-8256 ''�.v 1 1 Framing ! Firestopping Inspection Report Inspection request received: 311 b`15 Name: Cllvke,-6n-4eN?(ses Inspected on: 31111-12415 Location: 2V'+ awn v our Arrive: in. a.m.lp.m. Permit No.: 14— 14b Inspector's Initials: ant Ivor TYPE OF STRUCTURE: SCIS Y N N COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers �y Y /� Truss Specifi on Provided l�'� v IN LJ Bracing ddgin Joist hang Jack Posts/Main Beams' Exterior sheeting nailed properly 12"0.C. l Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing 1)il,ArL>� Headroom 6 ft.8 in. 0-d Notches/Holes/Bearing Walls o la — Metal Strapping for Notches Top Plate 1 '/_(w) 16 gauge(8) 16D nails each side Araftrch stopping ft.or00 es. t.floortrusses Anchor Bolts 6 ft. less on center Ice and water shield 24 inches from wall s�r`'S Fire separation 1,2,3 hour -075 Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) J/ 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 Keiji --10 � Office No. (518)761-8256 CG� iv e Rough Plumbing I Insulation Inspection Report Inspection request received: alb 15 Name: \ Inspected on: 411201 Location: 2b2 S r-c 'vncun A-v-c.) Arrive: . Permit No.: ' bi to Inspector's Initials: Type of Structure: COMMENTS Y N NA i Plumbing under slab J !d Rough Plumbing I Nail Plates 2�n Plumbing Vent/Vents in Place 311 — T U 1 '/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum a Cleanout every 100 feet/change of direction Pressure Test RcA . Drain/Vent Air/Head -A�` i - 5 P.S.I.or 10 ft. above highest connection for 15 minutes Pressure Test G i Water Supply Piping uao5 Air/Head Q 50 P.S.I for 15 minutes V tQ,t Insulation/Residential Check/Commercial Check \m."310,EA 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 Fumace Duct work sealed properly I No duct tape Blower Door Test Air Sealing Rough Plumbing/Insulation Inspection Report C Awn Town of Queensbury Building & Code Enforcement 1a S '(z Office No. (518) 761-8256 11 Framing 1 Firestopping Inspection Report Inspection request received: -JI21 \ - 1 Name: �borkkej _ Inspected on: �1��S� Location: Z� 1 v w JJc trfu Arrive: i _ �.m• Permit No.: - Lo _ Inspector's Initials: /—' TYPE OF STRUCTURE: 5C-D _ ///1 Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided1 � ev� Bracing I Bridging Joist hangers Jack Posts I Main Beams �b k — \D 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 I Holes!Bearing Walls Metal Strapping for Notches Top Plate 1 'A(w)16 gauge(8)16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center if 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'A 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 Foundation Inspection Report Office No. (518)761-8256 Date Inspection r-• . -s - ed. Queensbury Building& Code Enforcement Arrive: b; A , s Depart: TY-. r 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials- r `` ``} - NAME: C 4-V — EiJ CIPI J 'ERMIT#: \`-1 —l4` LOCATION: U P' Nast INSPECT ON: Z ‘0, TYPE OF STRUCTURE: Comments Y N _N/A Footings Piers Monolithic Slab Reinforcement in Place tk) 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 ✓ L ti'Fc20ZE1._ aA f'0 Plumbing Under Slab Be 1 ��/ \,�� `� PVC/Cast/Copper t� F T?.LC �0 e Foundation Insulation Interior/Exterior C�V4F C—bt .?RC�w � Rough Grade 6 inch drop within 10 ft. 1 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 regpeshrece -d. Queensbury Building&Code Enforcement Arrive: l''0 . 'gip •epi: I `��ud" 742 Bay Rd., Queensbury,NY 12804 Inspector's mit als: Ai 1 NAME: CLOTS E wn \E Q L�\1,e5 t ItERMIT#: \�\40‘-k L LOCATION: 2_3-1 ti ?Y J It -\ I3 INSPECT ON: 2 -\O-'. 5 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab \ At Reinforcement in Place tt 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 D �N Footing Drain Stone: CJS 12 inch width /7....,„,./.... ooccSial 6 inches above footing 6 mil poly for wet areas under slab �� J Bacldll Approval Plumbing Under Slab bQ e\ �� \` - ✓� PVC/Cast/Copper / 'f -- Foundation Insulation Interior/Exterior e R- p Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 1\-3� — !Z' o0 Foundation Inspection Report Office No. (518)761-8256 Date Inspectioppr-: Queensbury Building &Code Enforcement Arrive: - it / Depart: \a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: IVB r' NAME: Cl OTE - FiS E VV\ }E6{� • ' • IT#: l—C��s(-� LOCATION: 2-37 U?PEE 4 NF PiotRt s P INSPECT ON: I — Z9 —kF TYPE OF STRUCTURE: Comments 0, 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. Orr Foundatio-n/waal pour Reinforcement in Place Footing Dowels or Keyway in place J Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump ain-Stone: e tM. inch width Cs3 6 inches above footing - 6 mil poly for wet areas under slab Backfill Approval 1•1O►J cr Plumbing Under Slab L PVC/Cast/Copper �a� l V ft V E Y_- b\-'cC3 Foundation Insulation Interior/Exterior F p RE r o _ R- Rough Grade 6 inch drop within 10 ft. ck_f; L:\Building&Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report rififoce4 4,4) Office No. (518)761-8256 Date Inspection requ ved: / >7 l S Queensbury Building&Code Enforcement Arrive: 7..ZO I�._.. epart: s .alpm 742 Bay Rd., Queensbury,NY 12804 �,I,nspector's Initia s: /, NAME: oft.4( _-_. Mir f�^�` e /PERMIT#: X I� — cPViW �;o LOCATION: a 37 She, /J�� INSPECT ON: Vol 0 41 J k TYPE OF STRUCTURE: Comments Y N N/A Footin_s / tJ Firo Piers vvv 13° FQ D h� Monolithic Slab V Reinforcement in Place ` The contractor is responsible for providing protection from freezing for 48 hours following the placement - s v of the concrete. Materials for this purpose on site. � ��V ‘1•.) VT._el? 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/ExteriorOre) R- Rough Grade 6 inch drop within 10 ft. 1 t L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc tic 1 Last printed 12/9/2014 /0 an-- Foundation Inspection Report =‘,-\ Office No. (518) 761-8256 Date Insp�-etction ed: /( �o 46-o/S Queensbury Building&Code Enforcement Arrive: v►f �� Depart: ' am/pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initis . 4, NAME: C3� L� 1'�- T#: ?-e.) / -G 44.42 LOCATION: 6.5/I e/ Al c--- INSPECT ON: h-TYPE TYPE OF STRUCTURE: 7 RD l{ 45 Comments Y N N/AJeffCr. Footings v Piers a / 0 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/W allpour 6 Vo VN E t.\ 1 \--- Reinforcement in Place \-\a t 'A -1c_ t/' Footing Dowels or Keyway in place \ \ \LL b`g1'��% FoundationDampproofmg ;p €cV&F1L_ t3ECAta E Foundation Waterproofing p F ob\ e -To <3 -?-1 Footing Drain Daylight or Sump 1-kOtt \6sA u R- VEY_ YABE Footing Drain Stone: M \ {� 12 inch width 6 inches above footing `o CV-9110— b?c-CE ______6_mil poly for wet areas under slabt�� 8G Bac Approval ckb50a �1 ��bUkD 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 12/9/2014 ' t_1 i' el ti(o' S-- a 7" a< ,, �! Ito o c- -. 1 Li a„ se 3s 4 LJX r 5 y` i." gam, I _r, 44 -442 1%-30aR E►�v € C3A6E_MeSV ie e k eI -w N. 3 O d p ay a o- S C S y !a d e II ECIEFVE -1 n LI JAN 2 b 2015 J TOWN OF QUEEN - RV Kr- 0 BUILDING&COD-ES I II j I "al .s I I I I I Vii. -v MAP REFERENCES: MAP OF A SURVEY MADE FOR JOHN A. & MARY F. HOLCOMB DATED JULY 11, 1986 BY VAN DUSEN & STEVES MAP OF A SURVEY MADE FOR CLUTE ENTERPRISES OCTOBER 20, 2014 BY VAN DUSEN & STEVES LOT 2 LANDS OF GLENS FALLS CITY SCHOOL DISTRICT Map of a Survey made for Matthew A. Bowman And Brandy K. Bowman Town of Queensbury, Warren County, New York 302.18-2-2.2 Date; APRIL 13, 2015 Scale 1'=30' S-1 SHEET 1 OF 1 CLUTE C-2863 NO. DATE DESCRIPTION DWG. NO. 86347 -LOT 1 Du S 'UNAU'H4UIZED ALLERAMON OR ADDIMN TO A SURVEY MAP BEARIN9 A LICENSED LAND SURVEYORS SEAL IS A D� NOIATI ON Of SECTION 7209, %8-DINSION 2. OF THE IA & NEW YORK STATE EDUCATOR LAW.' ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY 'ylpi-.! WARNED WI1II AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED i0 BE VAUD TRUE COPIES- CERTFIC(LIIONS INDICATED HEREON SIGNIFY THAT THIS SURWY WAS PREPARED IN ACCORDANCE MULL THE TT Larid L f� ri S vir � 7 e � % ® r s EXISTING CGIE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NE4� ORS. 5M APON OF ONAL 1 LANG SURV['lURS SAID CEA55 CIAEON SHALL PUN ONLY RTHC LL RUN ✓v TO THE PE SON FOR WOW THE SURVEY IS PREPARED, AND ON HIS 3`111117 ToTHE TTLE COMPANY, GOVERNMENTAL 169 Haviland Road Queensbury, New York 12804 AGENCY AND 'LENDING IN5IDUITION LISTED HEREON, AND TO THE ASBID,EES OF THE LENDING INSTID➢ON.• (518) 792-8474 New York Lie. No. 50135 Map of a Survey made for Matthew A. Bowman And Brandy K. Bowman Town of Queensbury, Warren County, New York 302.18-2-2.2 Date; APRIL 13, 2015 Scale 1'=30' S-1 SHEET 1 OF 1 CLUTE C-2863 NO. DATE DESCRIPTION DWG. NO. 86347 -LOT 1