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2014-627 TOWN OF QUEENSBURY 742 Bay Road,Quecnsbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140627 Date Issued: Monday, July 27, 2015 This is to certify that work requested to be done as shown by Permit Number P20140627 has been completed. Location: 5 Elk Ridge Dr Tax Map Number: 523400-301-015-0001-019-000-0000 Owner: FOOTHILLS BUILDERS, LLC Applicant: FOOTHILLS BUILDERS, LLC This structure may be occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property (DJ 4 x4t- 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. aTOWN OF QUEENSBURY ` N 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140627 Application Number: A20140627 Tax Map No: 523400-301-015-0001-019-000-0000 Permission is hereby granted to: FOOTHILLS BUILDERS. LLC For property located at: PEGGY ANN 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: FOOTHILLS BUILDERS, LLC Garage Attached 9 MOUNTAINSIDE Dr Single Family Dwelling $95,000.00 QUEENSBURY NY 12804-0000 Total Value $95,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2014-627 Building Lot#16 Elk Ridge Drive SFD 1,344 sq.ft. with Garage 528 sq.ft. Sub 2-14 completion is pending final mylar maps etc. New tax map# /911 street address TBD $348.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,December 15,2015 (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 f Qu bu , �M i i i ,,'( t ecember 15,2014 SIGNED BY //®®® \ for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office Use Only DATE 12 J 8 / I Lf ceived i urU 1 e Map ID . TAX MAP ID j0 ( . 15 ' ( L Permit No. Permit Fee ,t'• ZONING MDR Rec Fee /rot I 6.-1 /a'm l� Site Plan# -i v . D ' SITE Yes No Subdivision # c2-0�6/ � HISTORIC I k No �A� l lv . {V 6/- ao 14. ��. /V` /( SUBDIVISION NAME flit/ tty t# dr vl e1OL `IW TOWN BD.RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS,INCLUDING SINGLE FAMILY rvMP'41 GS,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 FOU 1 Hit-Ls b L1,L D E RS OWNER . CSC P 14 LE&LI ADDRESS q MO RNTAINS OF bg . ADDRESS q Mr u NJA INSIDE 1)K• aLkEcNS8ur2Y /.If /260`,1 ( UEENS guvy N / 12f ?01 PHONE/E-MAIL COO 4.11 1(s6uIIc1C0ISL Iry �ma11•COM PHONE/E-MAIL 116"3520 1"L,CLIC.tLY@NaTMAU.co' CONTRACTOR COST OF CONSTRUC�ION(ESTIMATED): $ t S 0 0 0 �.� ADDRESS: BUILDING ADDRESS: �� EI IC13e -7612-- 13 0 ( rooSe ct�,� PHONE/E-MAIL - AIL �8 v �CONTACT PERSON FOR BUILDING& CODES COMPLIANCE:0o,��,�0 S C fP N LE U L l PHONE 19 6-3s-2.0 TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1St floor sq.ft. 2nd floor sq.ft. Total sq.ft. Height Single Family x' 13y y /3 y L/ Two-Family Multi-Family (# of units ) Townhouse Business Office Retail - Mercantile Factory- Industrial Attached Garage (# of I ) X c28 0 CZ el'1, v 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 Source of heat (circle one) G Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys Nl.)A)6 Are there structures not shown on plot plan? 610 Are there easements on the property? I`J O Site Information a. Dimensions or acreage of lot o • g S ACRES b. Is this a corner lot? Y E S c. Will the grade be changed as a result of construction Yes No d. Public water or Private well P1ABLIL TL/L e. Sewer or Private Septic System Pg_f Y A 1'E s C P T 1 C Value of all work to be performed (labor or materials) $ q s,0 0 0 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 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: 3Q SE P f4 Lettca DATE /2./P/it/ SIGNATURE: DATE /IA/it/ 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 L 1 Town of Queensbury `4 C oZ 17 Thomas R. Van Ness 1x,11,-11 Highway Department Highway Superintendent 742 Bay Road, Queensbury, NY 12804 Home: (518) 745-0929 Phone: (518) 761-8211 Fax: (518)745-4466 David Duell 160 Deputy Highway Superintendent Home: (518)745-0938 Coq DRIVEWAY DRIVEWAY PERMIT isP-erDate: 12 18 /I Y Applicant Name: RccTNILLS guILDE12S , LLC Telephone No.: Cs ti?,) 3sz v Address to Be Inspected: Return Address: 9 Moun)TA 14\isIDE naive otAcEl'si3val ' (2 r.a y 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 SEPTIC DISPOSAL PERMIT Office Use Only DATE 17_ I8/ 1 y Received Tax Map ID TAX MAP ID 30 1 I —I 1 Permit No. / [U �` Permit Fee LOCATION OF INSTALLATION I L� .& I kR i8,r,,A 1�t. Approvals: APPLICANT F pOTI{ILLS guALDE(Ls LLL PHONE/E-MAIL 1614, iSZ� F6C7HII.1-S(SuizDE/ZSD+-CL &-mA1 .com ADDRESS 9 MoNIAirJSIDr: DQ- at,EENS031,0,'1 N4 12EC 'l INSTALLER/BUILDER: c-001.Bi1LL,S P' 1 Li)E(LS PHONE/E-MAIL "IRC" ZC/ RILLS Sui LPGQS &Cn+AiL.Lvm ADDRESS: N�A(NsIOL Di-- G�t,leen.31gfdiQy iJti (24C a OWNER CS E P I& PHONE/E-MAIL 1%- 5-2° 3 L( ULT Z.',Qm Cc IA Address ) ( 'OL ,.cTAINStl)f:* mKitvE autEeK.,s8tAvi W-1 12 & C'/ CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 7T0 S C P t L E to L I PHONE 19 --3S-2-0 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed _Y N 1981-1991 Spa or Hot Tub installed _Y J N 1992-Present PARCEL INFORMATION Topography X Flat rolling Steep slope %slope Soil Nature X Sand Loam Clay Other Groundwater At what depth? NON k Bedrock/Impervious Material At what depth? Domestic Water Supply X 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 gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ft.; Each trench x 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 approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: OSE PN LEvt -I Date: 1i-/(� I Signature: � Date: i2- j l 6 Town of Queensbury Building&Codes Principal Structure Application July 2014 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: -4-I2- 2D 15 NAME: I\I151.mickYS LOCATION: Lb-4110 e\k �a�{Q \bY. `1 PERMIT#: 2-0 1 - 2,1- Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. • Upon review the survey has been: Craig Brown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMSU'inal Survey Zoning Administrator.doc G 75� ti > r %: (�u¢r•nabu � ea tl � QIiPtlUF�Ne , , fir �r r vet Queensbury Building & Code Enforcement - Residential Final Inspection " - i2 . 4ipmOffice No. (518) 761-8256Arrive: am/pn D art: Date Inspection request received: 911-4-12-cake Inspector's Initials: NAME: 1 e1.1C__1 PERMIT#: )A-V2-1 LOCATION: •B el...14. (L1 DCa& DATE: -1'12-2-12o IS TYPE OF STRUCTURE: SCJ Comments: Yetv/No N/A_ 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location f ci3Q, 'o "352-0 Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches ViV 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 � -<( tf tetj{ /. - -- Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more �'=t? � Handrail Termination at Newell Post or Wall A/ .. Interior/Exterior Railings 34 inches to 38 inches r� Deck Bracing/Handicapped Ram_p Compliant C___Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate ir (../ (7-.. -1445 :— V` '-"`'- Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim I doors/main entrance 36 inches �(",�' (, 44-iAl 117 Bathroom/Kitchen watertighti Safety glazing/Window in stairwells safety gla ing Interior Smoke Det ors/Carbon Monoxide 4etectors Every level: Eve Bedrgbm: /Outside every bedroom ea: t/ Inter Connected: Battery backup: / Attic access 30 inches x 22 inches x 30 inches(heigh)in accessible area / / Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents r/ Bathroom Fans,if no window Plumbing fixtures + Foundation insulation to floor/Sticker on Panel /' Duct work sealed properly/Blower Door Test Certification 1/ Floor truss, draft stopping finished basement 1,000 sq.ft. V Emergency egress below grade i,/ Gas Furnace shut-off within 30 feet or within line of site ��(6 � � Oil Furnace shut-off at entrance to furnace area 1,7 Furnace/Hot Water Heater operating 67 Low water shut-off boiler f /J 44,22 't- `,') r� Relief Valve(s) installed/Heat Trap/Water Temp 110 t/ Enclosed Stairs Sheetrock Underside minimum%2"Gypsum dr )-3-04,,Lir(-,a>vf C Basement stairs closed rise>4 inches / Garage Floor Pitched Garage fireproofing/3/4 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 7 / As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0 i[Temporary/Permanent] 0 L:1Building&Codes Forms1Building&Codesllnspection Forms1Residential Final Inspection Form_revised_100405.doc; Revised January 7, 2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 NORTH EAST BUILDING PERFORMANCE ADVISORS Serving the Capital District, Saratoga and Adirondack Regions July, 15 2015 7 Rocky Ridge, Warrensburg,NY 12885 Foothills Builders LLC Joesph Lucci 5 Elk Ridge Drive, Queensbury,NY 12804 RE: Blower Door Test for NYS Building Code To Whom it May Concern: After inspection of your addition to your home at 5 Elk Ridge Drive, Queensbury, New York and completion of a Blower Door Test consistent with the practice of depressurization to 50 Pascal in a winter condition with the exterior windows and doors shut and the interior doors to all the rooms open, my observations are as follows: ❖ The home passes the current New York State Building Code for Air Changes per Hour @ 50 Pascal of less than or equal to 7 ACH/50. The tested number is 6.07 ACH/50: 1125 CFM/50 times 60 minutes divided by the volume of the heated space. ❖ The total heated volume of the addition on the house is 11120 cubic feet taking into consideration all first floor heated space. The cubic feet per minute @ 50 Pascal was 1125 CFM/50. The height correction factor for New York State is 19 for a one story building, as such the tested home @ 5 Elk Ridge Drive has the natural rate of air exchange of 0.32 air changes per hour/natural. ❖ Average homes built today typically have air change rates from 0.35 to 1.0 ACH. Extremely tight new construction can achieve air change rates of 0.35ACH or less. Homes with air change rates below 0.20 ACH, would require some form of mechanical ventilation to bring in fresh outside air for the occupants and to control humidity. Since the blower door test indicates that currently the house has an air exchange rate of 0.32 air changes per hour natural, mechanical ventilation is not required. I would however, encourage the use of the kitchen and bathroom fans to help control humidity and improve indoor air quality. ❖ My credentials are as follows: ➢ BPI Certified Building Analyst ➢ BPI Certified Envelope Specialist ➢ BPI Certified Heating Professional ➢ HERS Rater ❖ If you have any questions regarding my findings please feel free to contact me. Sincerely, Jack rawIAe' 1.888.472.2774 7 Rocky Ridge Road 4A Vatrano Drive Warrensburg,NY 12885 Albany, NY 12205 Phone (518)623.7016 Phone (518)350.2941 Fax (518)623.7015 Fax (518)694.0102 ikkeblite4 ei 1/1"- G Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: /_-i a-e IS Queensbury Building&Code Enforcement Arrive: am/pm Depart. am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: oC L'L4 U PERMIT#: O /471-6,61-7 • LOCATION: j_46t- ((�o ` ot4 Jr<lc. a 5 1 ) -fv SPECT ON: eci, 7/i/ad/J TYPE OF STRUCTURE: ICY► ll ' Comments Y� N N/A ootingsLerAc ,:for Piers Monolithic Slab 7W— / ` 3 3 C9"` Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement 7 / ., 3S .z O (JR- of the concrete. y� . �f • Materials for this purpose on site. ��td •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 12/9/2014 Town Uf Queensbury Building&Code Enforcement Office No.(518)761-8256 Rough Plumbing / Insulation Inspection Report Inspection request received: Name: i- S\ ok--c) ,� Inspected on: r5-- Location: 1,rs t 11e F LV Rk DE,F_ RhfrO Arrive: 411' a.m. / p.m. Permit No.: ( Inspector's Initials: , ^ Type of Structure: 5 FD COMMENTS Y N NA Plumbing under slab 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. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 1 I - J EVA F\En RLLS _ Insulati. / Residential CI_LLes,IsAommercial Check pkv\c\1_ ��I 'll. V10‘Zb7 1 • Window Sealing Tyvek or Similar Exterior Sealant EE N 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 I No duct tape Blower Door Test Air Sealing Rough Plumbing/Insulation Inspection Report QUOTE# QUOTE DATE BID BY ORDER PLACED BY ORDER TAKEN BY 221499 1/26/2015 MIKES JOB NAME CUSTOMER PO# TERMS CARRIER 1501-Q45434 LINE# DESCRIPTION QUANTITY ROOM/COMMENT 300-1 *UNIT* 100 Operating/Single Hung(2 LKs)- J-Channel 1 * CALL SIZE *3-0 X 5-0 *OVERALL MANUFACTURED SIZE*35 1/2 X 59 1/2 *OVERALL ROUGH OPENING*36 X 60 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only • r * SCREEN *Half Screen,Fiberglass Screen *JAMB *4 9/16"Primed Extension Jambs **ROWI: ** - * GLASS* ST Energy Star(U: 0.29/SHG:0.26); -- 35 5' * GRID*White Profiled Grid VIEWED FROM EXTERIOR PROJECT QUOTE JOE LEUCI Unassigned Comments: Disclaimer: Print Date: 5/14/2015 3:28:09 PM Page 2 Of 2 Builder Report Modernview Windows �� 60 School Lane � Fonda, NY 12068 em=„ „:.„,,,...,..,... Phone: 1-800-452-7535 Fax: 518-853-3299 BILL TO: SHIP TO: QUOTE# QUOTE DATE BID BY ORDER PLACED BY ORDER TAKEN BY' 221499 1/26/2015 MIKES JOB NAME CUSTOMER PO# TERMS CARRIER 1501-Q45434 LINE# DESCRIPTION QUANTITY ROOM/COMMENT 100-1 *UNIT* 100 Operating/Single Hung(2 LKs)-.1-Channel 6 * CALL SIZE*3-0 X 5-0 *OVERALL MANUFACTURED SIZE *35 1/2 X 59 1/2 * OVERALL ROUGH OPENING *36 X 60 *FRAME COLOR*White *ALUMINUM REINFORCING *Horizontal Only - * SCREEN*Half Screen,Fiberglass Screen *JAMB*6 9/16”Primed Extension Jambs **ROW 1: ***GLASS* ST Energy Star(U:0.29/SHG:0.26); 35.5 * GRID*White Profiled Grid VIEWED FROM EXTERIOR LINE# DESCRIPTION QUANTITY ROOM /COMMENT 200-1 *UNIT* 100 Operating/Single Hung(2 LKs)-J-Channel l *OVERALL MANUFACTURED SIZE*35 1/2 X 39 1/2 *OVERALL ROUGH OPENING*36 X 40 *FRAME COLOR*White*ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen - - r *JAMB*6 9/16”Primed Extension Jambs ' **ROW 1: ** *GLASS* ST Energy Star(U:0.29/SHG:0.26); *GRID* White Profiled Grid ~— 35. 5. VIEWED FROM EXTERIOR Print Date: 5/14/2015 3:28:09 PM Page 1 Of 2 Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 `—J Rough Plumbing I Insulation Inspection Report Inspection request received: 5\1115 Name: �1\5 Inspected on: \\11)2_0‘5 Location: -El Arrive: b. ' ..m4 Permit No.: 1. 4— Inspector's Initials: Type of Structure: SC-L COMMENTS Y N NA Plumbing under slab cin TD5— ' i 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. above highest connection for 15 minutes Pressure Test l � Water Supply Piping t � Air/Head 1 50 P.S.I for nu es Insula '•n/Re '.-• " •• /Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic VentL.,-= a Door/Window Sealed (No Insulation) ,.\\A 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 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ Depart: i ‘"i ' t. am/Pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: � v 1 -t-k-X)1C-1Z5 PERMIT NO. : /, - Z LOCATION: • (,-(3--(.._ Fcc-� iE RV) INSPECT ON: / ISM RECHECK: Comments and/or diagram Soil Type: Loam / Clay Type of Water: icpgP/ Well Water Waterline separation distance ft. Well separation distance Lft. Other wells: Well Casing Length 50' + / - Y N N [150'to well required if NO] Absorption Field: Total length .C7'—/c];"--C> ft. Length of each trench 5 ft. Depth of trenches /0 t _- Size of Stone Seepage Pits: Number j Size: 7 v Stone Size: Piping Size Tyae Building to tank Ate .-I 1 Tank to Distribution Box A.' - '1A—� Distribution Box to Field / Pitt < <)�� 't LS — Opening Sealed: V N End Cap VY N Inlet/Outlet Pipes & Baffles VYPR '/ t� `= ii) yt i 4a--— Manholes 12"or less below grade _Y c N �' -� [provide extension collar if Yes] _ Y N� � ` C6 6L-L--C.-- Location / Separations Foundation to tank `10, ft. Foundation to absorption -{ ft. Separation of Pits _ A-ft./ Conforms as per Plot Plan Y NA Engineer Report and As-Built Y ETU Maintenance Contract Y N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Stat : A!Rroved—'-- Lial Approved:and needs to be re-inspected, please call the Building &Codes Office L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc %I of Queensbury Building &Code Enforcement F- -10 ...Alice No. (518) 761-8256 �i/1,C , Seic Inspection Report Inspection request received: b Name: (0_.0t Ul rt ( Vt�� 5Inspected on: t..._//7/2 //7 2-3 Location: F..I u go. c1r�.c' /0e'� dire, VP 1 1L �l'� i.m. r_ y Permit No.: 114 — CPP 7 Inspector's Initials: �`" Co- •nts and/or diasram Soil Type: Sand I Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance _ ft. Other wells: ft. Well Casing Length 50'+I- 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 I Tank to Distribution Box _ Distribution Box to Field I Pit Opening Sealed: €<:.----2- :71C Z?,\ _Y_N End Cap _Y__ N 521 � Inlet/Outlet Pipes&Baffles _Y._N p\ Manholes 12"or less below grade _Y_N ``' ,<ZZC(----/- L..—.)- r— [provide extension collar if Yes] _Y_N 1� :c7(v„...- Location/Separations (...,2‘ �/ Foundation to tank __ _ ._ft. Foundation to absorption ft. 9‘...' Separation of Pits — . Conforms as per Plot Plan _ _N Engineer Report and As-Built _Y_N ETU Maintenance Contract provided _Y__N Location of System on Pro.- : Front r Left Side Right Side Middle Front Middle Rear S stem Use, atus. Ap. o -d P:,.al Approved and needs to be re-inspected, please call the Building&Codes Office T .disapproved Septic In 'en Report '� Town of Queensbury Building&Code Enforcement --Thuy3eVi Office No. (518)761-8256 Rough Plumbing I Insulation Inspection Report Inspection request received: 5112 I 2-Q)I b Name: \_s „�Acv Inspected on: 2112 120 `� Location: I .F �cicJr�, r v'� Arrive: a.m. I p.m. Permit No.: 14- b2 �- Inspector's Initials: C___;k--t ' Type of Structure: $F COMMENTS Y N NA Plumbing under slab 1%►��1 " �� ' Rough Plumbing/ Nail Plates cJ Plumbing Vent 1 Vents in Place 1 '/z 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 1 Commercial Check Window Sealing • Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) V/ Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly I No duct tape Blower Door Test Air Sealing Rough Plumbing/Insulation Inspection Report \\-& Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection requesxeseived: Name: ' ' 1" i41b" - Inspected on: \_- l i\ Location: le—T'`-T 1 4} Arrive: a.m.1 p.m. Permit No.: �`'� ` •Z". Inspector's Initials: TYPE OF STRUCTURE: Y� N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification 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/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 518 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I 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 / Office No. (518)761-8256 Rough Plumbing I Insulation Inspection Report Inspection request received: 2 ` Y r7/3 Name: k ,l i c (n�, d( W L e Inspected on: .,1 7/ Location: L l 1/IL Arrive: CA / p ) Permit No.: / Inspector's Initials: -- "=:10111 Type of Structure: > n ' COMMENTS Y N NA Plumbing under slab 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. 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 yvek 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 Rough Plumbing/Insulation Inspection Report Town of Queensbury Building & Code Enforcement, Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: a-jly 1J-6' / Name: {bre- _(tICrg. Inspected on: l ,�" b "of (5 Location: L� r G I t (� Arrive: ii. .VC) ; s.m. Permit No.: kV-' Yl 1C't,',.5L1,4 t- Inspector's Initials: __ r TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs 1 Headers L ] Truss Specification Provided �� r Bracing/Bridging Joist hangers Jack Posts!Main Beams Exterior sheeting nailed properly �— � n {� 12"O.C. ///") Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches J Holes/Bearing Walls Metal Strapping for Notches Top Plate 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 e and w 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 I below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping Inspection Report —/c)--,402 —a ""1"-R6d-r4a7 Foundation Inspection Report LJ an ad- SIS Office No. (518)761-8256 Date Inspection req i:st -ce -d• //a/44/S Queensbury Building&Code Enforcement Arrive: v•r a Depart: ii).1 ar irk 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: -,; NAME: �`rThrl 15 43/d s -saki i( .., ..,#: 2O/L-1.- (0.)-7 ' dCn. a�j�/,. LOCATION: e�k R�s,ii i •• `.- '�v L INSPECT ON: TYPE OF STRUCTURE: I 'j/, -, AlYee s�1o,L,;ar\ Comments 2- \ _) f\ Ike Y N N/A Footings Piers 7I1/1 Monolithic Slab 361_ 3,24/3 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 l� Footing Dowels or K Keyway in place ``JJ r". Foundation Dam ni" ,6e' ',..-,i) o dation Waterproofing ri Footing Drain Daylight or Sump Wooting Drain Stone: 12 inch width 6 inches above footing 6 mi wet areas under slab (2ckfill 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 12/9/2014 --rues 9-8I Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:� pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:7';A, A� NAME: l_e LQt1 Tt PERMIT#: LOCATION: P, A-nn INSPECT ON: TYPE OF STRUCTURE: S I b Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for . �f providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place r' 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 12/9/2014 Qui? Wi Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: /-/3 Queensbury Building&Code Enforcement Arrive: 14/5 am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: J$ NAME: 42-atf PERMIT#: _ l 1+' Ln 2 LOCATION: PLL INSPECT ON: /— /9-1 TYPE OF STRUCTURE: Comments Y N N/A Footings V Piers Monolithic Slab Reinforcement in Place The contractor is responsible for / providing protection from freezing rj 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 J 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. 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