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2012-070 TOWN OF QUEENSBURY itak v.i,i, 742 Bay Road,Queensburv,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120070 Application Number: A20120070 Tax Map No: 523400-308-006-0002-007-000-0000 Permission is hereby granted to: LUZERNE VENTURES, LLC For property located at: 29 CHARLTON 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: LUZERNE VENTURES, LLC Fireplace 22 SULLIVAN Pky Gage Attached FT. EDWARD,NY 12828-0000 Single Family Dwelling $175,000.00 Total Value $175,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2012-070 1500 sq ft single family dwelling& 400 sq ft garage & 1 fireplace $360.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,February 28,2013 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the te7uee ury a nesday, February 29,2012 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement 41101111A TOWN OF QUEENSBURY wow742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120070 Date Issued: Tuesday, May 08, 2012 This is to certify that work requested to be done as shown by Permit Number P20120070 has been completed. Location: 29 CHARLTON Ln Tax Map Number: 523400-308-006-0002-007-000-0000 Owner: LUZERNE VENTURES, LLC Applicant: LUZERNE VENTURES, LLC This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property (3.,,„Pw 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 r ce +; t or Zoning Board of Appeals. s - . (�TAX MAP NO. 308.. 0 �2- PERMIT NO. A 1 1 © FEES: PERMIT RECREATION , Iv ENGINEERING FEB 2. 2 2012 AD�1- (If applicable) , , cl ' TOWN OF QU : RY PRINCIPAL STRUCTURE: APPLICATION FOR ZONING A ' ' : .1 - "1 = = 'l u; • - PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: CL) + -5„"L. OWNER: CI L k A.—i—c7.,cf-P-Ne, ADDRESS: (/) .1.—Cv t&e,-. QY✓e._ ADDRESS: PHONE NOS. 7 `Z 7,277 PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: ;P 1 PHONE: .i.-0, ■ - '3h 40.4i LOCATION OF PROPERTY: t CS- o t-l-Q.L4t,e_ \ (o C-' �Clio•1 -L4-- HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION AP OVAL? 'ES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p Ct O H APPLY TO YOUR Z H ct O (f) O u) PROJECT _I w p w O � � � w J Oa ii— = uJ _1 u_ u_ li Q UU i W 0 u_ u_ zz 0 H � 01- m W ? Z Q < V. Nu) 0u H11 Cl_ SdS 30 C2 SINGLE FAMILY / i 500 1 SC.)0 C> 1 TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL . 6 L-#00 e GARAGE( 2 ) )( LI O -ICU 1 L f OTHER Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL— NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 1-75/ ii✓G FUEL TYPE: v` A c? ,...::1 HEAT TYPE: S r-rea' *HOW MANY FIREPLACE(S): 1 AND/OR WOODSTOVES(S): `l, ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? 'J c., IS THIS A HISTORIC SITE? Lc)c, PROPOSED USE OF BUILDING OR ADDITION: e--5. `c & 41 Cam;c ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ._0 ARE THERE EASEMENTS ON PROPERTY? 'Please complete a separate Application for"Fuel Burning Appliances& Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provid- . as-b It survey by a licensed land surveyor of all newly constructed facilities prior : issuance of : -- sate of occupancy. I have read and a• -e to th- . .ov Signed / /- A4.'� :-001- , ,. Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 r_s Permission is hereby granted to the above This application I proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ; ZONING APPROVAL DATE DATE QUESTIONS? CALL T61.8256 OR EMAIL code s(a�q u ee n sb u ry.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building & Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. Important Note To Applicant: Rouqh-ln and Final Inspections Are Required: Owner:: C.A,. 4% Installer/Builder: C W L - a:;-t, Address: Address: ( , c--; --, +N- ‘Je. Phone Nos.: Phone Nos.: 7C11 —7 -7 7 Location of Property: 2c"r ., Subdivision Name: C `,.,,,. 'L..N. ,- Location of Proposed Construction and/or Installation: kr.—. -LCr-� Contact Person for Building & Codes Compliance: �c- ! ��=; ` Fuel Burning Applicance Wood Coal Pellet Gas Oil Information Stove Fireplace Insert Fireplace, factory built* Fireplace, Masonry Furnace, (Garage Only) * If Factory Built, Please Provide: Manufacturer Name: .z-i- e` ` c Model No. CO\I 's-s(c Listed By L . Number: (C-(x : ct :;0 Chimney Information BLOCK BRICK STONE Masonry** Check One/ TILE STEEL SIZE IN INCHES Flue Check One ✓ DOUBLE WALL TRIPLE WALL INSULATED DIRECT CHMNEY VENT LINER Chimney Material Check One ** If Non-Masonry, please provide: Manufacturer Name: Model No. ADDITIONAL NOTE: CONSTRUCTION / INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION & BUILDING CODE AND/OR MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Town of Queensbury Highway Michael F. Travis Department Highway Superintendent 742 Bay Road, Queensbury, NY 12804 Home (518) 798-0413 Office Phone: (518) 761-8211 Thomas R. Vanness Fax: (518) 745-4466 Deputy Superintendent Home (518) 745-0929 www. Queensbury.net DRIVEWAY PERMIT Date: -71. ..2i Applicant Name: C__N,--) �,/ 131 —ZeN.L. . Address to be inspected: 9' C1...c,r-k-k-,D, N Lc (,&i (v Return Address: ( o\ P�-� 2(- CS--) Applicant must show exact location and width of driveway(s) to be connected to the highway by placing PP Y( ) 9 Y Y P 9 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 Higway 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* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY TAX MAP NO. PERMIT NO. PERMIT FEE APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT._ OWNER: ,wk. INSTALLER: _ ), __- —(((� . _� S ADDRESS: ADDRESS: (c a [ Q\4 -,h—'s-)E= i PHONE NOS. PHONE prNOS. -7D.7 7 LOCATION OF INSTALLATION: .,29 ��ca.� (-__-c:Es"-L RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRQ5 1980 or older X 150 = INSTALLED? 1981 -1991 X 130 = SPA OR HOT TUB 1992 present X 110 = 37s-c:> INSTALLED? 7) PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING >51 STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ft) • PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpij (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: k000 GALLON (MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: SORPTION FIELD(WITH NO.2 STONE) Total length t 5-0 ft. Each trench X c) ❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance kno • •r on be-.,If of an applicant,shall be void. I have real, a regulations wit :-l,e s application and agree to abide • these . : .. -m: . e Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanit. Sewal,. si�• d'- codes(a�queensbury.net ' 21.ail(2.. VISIT OUR WEBSITE FOR MORE INFORMATION ;igna Par Person Responsible Date www.queensbury.net Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Y/N / NA Residential Plan Review; One Two Family Dwellings Two (2) Full Sets of Plans -1 Over 1,500 sq. ft.-requires engineering stamp Design Loads on Plans: 90 wind Floor Loads 40 psf (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas & Attics 30 psf j Calculations Window Schedule With Glass Size Door Schedule / Main Entrance 36" Door Emergency Escape or Bedrooms and Habitable Space Above/Below grade-5.7 sq. ft. Grade-5.0 sq. ft. 24" (h) x 20"(w) minimum 44" maximum height above floor i/ Residential Check Paperwork Compliance and Inspectors Checklist - Okay Driveway Length Over 300' - Turnaround Required p/ Foundation Insulation to basement floor Damp proofing / Waterproofing materials on plans 1 Foundation Drainage on plans, if required 6" drop in 10' Exterior Grade Framing Cross Section for each roof line, Vertical fire stopping every 10' where required ,` Ice &Snow Shield 24" inside exterior wall /24" inside knee walls Platforms at Exterior Doors //7 fairway headroom 6' 8"; All stairs 36" width Stair Run and Rise Winder Run and Rise Spiral not allowed from 2nd story / Smoke Detectors battery backup and proper location interconnected ✓�/ Bathroom fixtures proper clearance Hall width, 36" width Handrails more than four risers on open sides wiling & Guards >30" / Basement stairs included /closed risers more than 4" in height Safety glazing notes for required areas f, - Garage fire separation Garage floor sloped Attic access Roof over 30"- 22"x 30" / Crawl spaces 18"x 24" access Carbon Monoxide detector outside lowest sleeping area, on every level &interconnected within 15' of sleeping area Soil Test results, if required Septic to well or water line separation All paperwork signed Note on plans about energy saving light bulbs Blower door test agency paperwork Floodplain Permit required - check map / : oo t � - Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ .i - : ' _ Queensbury Building&Code Enforcement Arrive: =7_ s i i m. epart: V2-17/ u m 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini: . : ■ -` NAME: Al PERMIT#: /2 (7o LOCATION: 77 P►- v t INSPECT ON: --2-7-1-7 TYPE OF STRUCTURE: Comments .. J N/A F tings r — Monolithic Slab A/Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. , L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Septic Inspection Report Office No. (518) 761-8256 Date Ins.: •n •-: •:-. r-,-ivet 1: Queensbury Building &Code Enforcement Arrive: F am .m P-part: ` '` a pm 742 Bay Rd., Queensbury, NY 12804 c Inspector's Initia - NAME: rL� C �tv� —�F.' l PERMIT NO.: i Z--C1.7C) LOCATION: Z-9 C.H& c. / LAKINSPECT ON: 3 --`-1--I RECHECK: Comments and/or diagram Soil Type: -1• m / Clay Type of Water: un'.•'- /D' ell Water Waterline paration distance C& ft. FZc1.1 ' `r2V) Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A [150'to well required if NOl Absorption Field: Total length 0 ft. Length of each trench (L., ' i' ft. ' Depth of trenches Z._ ft. Size of Stone - Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank L 5C_N ) Tank to Distribution Box 4" �\-)R .3s— Distribution Box to Field / Pit 4"!)1)R'3," T y4` R3 -r, _..1f' c),L PE2 F_ Opening Sealed: v N End Cap ✓Y__ N Inlet/Outlet Pipes &Baffles ✓Y— N Manholes 12"or less below grade _ I)✓ [provide extension collar if Yes ,‘ Y N Location/ Separations AS B I LT Foundation to tank 1 1 ft. Foundation to absorption ?-c,r - Separation of Pits eft. Conforms as per Plot_Plan 410" N En•ineer Re••rt an,_As-B Y N ETU Maintenance Contract Y N provided Location of System on Property: Front R r Left Side Right Side Middle F t Middle Rear System Use S us: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Buiiding Codes Forms\Inspection Forrris\Septic Inspection Report_03 29 10.doc 1 -1\ g co o w tilliami_i 6 „.... --- .0•••• co -o wow° I \ . 7?\ cP 01:4 • 11 ..') Itt 1 0 1 „1: c) c1,4,41..tri:: 11: • , ; ; ges,L 1 .„ 1 i.... .......,..,.,...1..........,...........4.,........1 I ! (. . fli I Li 1 1 ; 1 , •1.4(..tii.2..), II i ...-- 4b.A:-..i,,,‘ ci---A; it VI c i ", • I ! . .• I I • 1 - .1; ...,.. , ... ....._......._-,- .--- , I(,) ,t, -1-------- 1 r J !el, F••••• As, Ii ./•.,Ii„ I/F.,...., \ 1 ',•! 1. 'I : , I z....). -4' e•••'`'" ,I, 113 1K),,, 4E , 41) t1/4 , 41 i! 1 1 ........i . -I 1 ... 1.....- . I. ,... h . 1 !,( .\.• ' :- . ; • 1 ; .. Fr. ".. i :, , I ri aitv...,.eU c, NI l„ 1,, Cif i Ls- II - ii 1 \ -- 7q 1 t--- ,.irt.,....i x Deri•Lc . I 6 I .' I '1 .,■"1 . (...-. 7-.1---- t•-•-.it.--.-I,.,,... ,....,. • ri‘T'i \ --.'.-77.' ' ' -"' LI ..,.4...,...;,..,L..7„.;.......-1---. . 1 i • 1 1 1 I -.- ' ' I i ( ' 1 I I I il 1 ,..• I / I 1 ....11 s 1 11 citii 0 glj tMk**) 5 0 i.) I .. • . sip . --\--N \y • • _ QQ . 1444151ppek ,‘ \ ,c ._)\ ,v 410into 64:r` Low . . _.v .__\cc._\,_\ \_,1.1 .. (518)793-7277 rTZ/\, Fax: 743-0955 .lute Enterprises, Inc. ,1 GENERAL CONTRACTOR ! clute@ albany.twcbc,cc)m L d dgO:CO Z L 80 JelAl 03/09/2012 FRI 11: 03 FAX 5187454437 Community Development U001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 0458 DESTINATION ADDRESS 97430955 PSWD/SUBADDRESS DESTINATION ID ST. TIME 03/09 11:01 USAGE T 00' 49 PGS. 2 RESULT OK l3.'_' EJ Septic Inspection Repo Office No.(518)761-8256 .- Queensbury Building&Code Enforcement Arrive: 'li e • ., r . ..rt: pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's In ��r . NAME: •+ r NO.: LOCATION: : •• ON: — RECHECK: • ►nier is and/or diograrn Soil Type: .-•• •• of Water: iulf■ _ir __ Water Waterline 4;30: •n •istnnce �j ft F�a� n0 c-�•. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N�N/A [150'to well requires!(f NO, ..• • Field: Total len.th __:•._r ft. Len• of each trench Ms o De•• of - Size of Stone See:,•a Pits: Number Size: Stone Size: Piping_ Size Building to tank " Tank to Distribution Box WI- Ate 745-- Distribution Box to Field/ Pit ►-E►F 6_5)1 . - ' Tn k-Vt '. PEaE Opening Sealed: N End Cap ✓ N Iniet/Outiet Pipes&Baffles ✓Y _ N Manholes 12"or less below grade (provide extension collar tf Yes] 1 Y ✓N Location/Separations AS B U 1 LT Foundation to tank ,1 ft Foundation to absorption oration of Pits It Conforms as ter • . N Engineer Report a As-!3 Y N Oak /5 1 z , Foundation Inspection Report Office No. (518)761-8256 Date Inspection request ed: Queensbury Building&Code Enforcement Arrive: ; •art: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial- • f� NAME: PERMIT#: T LOCATION: IififfirAr INSPECT ON: 3 — TYPE OF STRU : nn Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. - Foundation/Wallpour i Reinforcement in Place `j Doting Dowels or Keyway in place Foundation Dampproofmg \iL Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width - above footing 6 mil po for wet areas under slab 4 Backfill A. 'royal �l • g Under Slab PVC/Cast/Copper I Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. i 1 L:\Building &Codes Forms\Building&Codes\Inspection For ms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM • ) (dtr/ity f5h-kr--- I --s 1,Alelheda--) . . Foundation Inspection Report Office No. (518)761-8256 Date Ins ection req -: -y- eled: Queensbury Building&Code Enforcement Arrive: `� : Depart: un/p{n— 742 Bay Rd.,Queensbury,NY 12804 Inspector's ' al -- -- r 0 , NAME: ' --• PERMIT#: /2- LOCATION: �c"' ., , i Lim INSPECT ON: 3 — 7-- 17 TYPE OF STRUCTURE: Comments r' J l.- {,?\-k Y N N/A Footings Piers i ifedx____ / Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg 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. i 1 1 L•\Building&Codes Forms\Building&Codes\Inspection Forrns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM (lO' sr) Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: 1,1 L yam/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials• i. ( )� NAME: 4(r r ' ed PERMIT#: i C� LOCATION: .4q r1-1--o n INSPECT ON: �Jf�-I TYPE OF STRUCTURE: • Y N. N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing / Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center vice and water shield 24 inches from wall 1 Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour ' Firestopping { Penetration sealed � �., • 16 inch insulation in cavity min. Garage Fire Separation 15-<51/4c-difS -- House side ,4 inch or 5/8 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 L:1Building&Codes FonnsOLD\Buildinq&Codes\Inspection Fom Inurning Firestopping Inspection Report.doc Revised January 7,2008 /-3 Rough Plumbing I Insulation Inspection Report Office No. 518 761-8256 Date Inspection req - •- ed: Queensbury Building 8� Gode Enforcement Arrive j: c)a p,,; •art: p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials) , / NAME: `�-- PERM T #: /2 ' C ,t LOCATION: AwArrr., INSPECT ON: PE OF STRUCTURE: Y N NIA -ou•h Plumbin• / -ii Plates = •• •'- : ' -n I Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum M _ Cleanout every 100 feet 1 change of direction Pressure Test Drain V=• Ai -ad P.S.I. or 10 ft. above highest connection for 15 minutes �. Pressure Test ✓✓� Water Sup. • a mg �• `Air • / .S.I for 15 minutes 1/ Insulation / Residential Check I Commercial Check T ek or Similar Exterior Sealant Pro• -r 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 I No duct tape COMMENTS: 4-) -E 4 Rough Plumbing Insulation Repoitrevised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 i'ue.sda. h3 (3 ',�) Framing / Firestopping Inspection-Report Office No. (518)761-8256 Date Inspection =• .=,; •: _3- -/ Queensbury Building &Code Enforcement Arrive: Z:-,t) - tiir' , a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia -: -:- NAME: &Lt,t PERMIT#: l 4.ii____yrN LOCATION: (! � � INSPECT ON: -/� OF STRUCTURE: ,Q.Q%ca,-%3 iFoorr C T -Lr,c,e_ r}tJ Lq! I H IA CAMEL: Attic Access 22" x 30" minimum Jack Studs/ Headers Z Bracing I Bridging Joist hangers Jack Posts/Main Beams / Exterior sheeting nailed properly ✓ i 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 8 ft. 8 in. / Notches/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 _y Apes -77-kU,3D�S?___ 1T\ DS -ace and water shield 24 inches from wall separation 1, 2, 3 hour ��C,M PL PRT� Vu Cj Et ire_wali 2, 3, 4 hour �a 4 F t l FL .,,p Ln,,L=1 I_ , 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 O � TC, ���� L A,1t Ceiling/wall 'k 1 M Windows Habitable Space/BedroomsAV)1_ F∎V___15-7 FwOV-__b4 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 1 5.0 sf grade , L:\Building&Codes Forrns-OLD\BuUding&Codes'nspedion ForrnesFram4ng Firestopping Inspection Repott.doc Revised January 7,2048 /- --3Rough Plumbin d Insulation---/itti.rsi' a io�i Re ort Office No. (518) 761-8256 Date I spection reque ce - •: Queensbury Building 8� Code Enforcement Arrive;Lf T: a �pm� De-art: I-: m/p� 742 Bay Road, Queensbury, NY 12804 Inspector's Initial. ,,, NAME: C ( . PEIT #: 2 ar--- . ,_______.... LOCATION: r .,A, ON: — TYPE OF STRUCTURE: Y N NIA Rough Plumbing / Nail Plates Plumbin• Vent/Vents in Place 1 % 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 r Air I Head -\C` "\--L� for 15 minutes Insulation / Residential Check/Commercial Check \'I �.. 12--*= (Eiti T ek Similar Exterior Sealant ' Proper Vent, Attic Vent Door I Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: Rough Plumbing insulation Reportrevised Nov 17 2003, revised February 13,2005, revised January 7, 2008 r --10 ek.),_ Rough Plumbing / Insulation Inspectipn Report Office No. (518) 761-8256 Date Inspection reest Queensbury Building &Code Enforcement Arrive: % 1 qu ., •art: pm 742 Bay Road, Queensbury, NY 12804 Inspect° s NAME: PERMIT #: (724ei.2 - O 7d LOCATION: - ` II INSPECT ON: q/6./d. l ,)— TYPE OF STRUCTURE: r'()) Y N NIA Rough Plumbing / Nail Plates Plumbing Vent /Vents in Place 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 Tyvek or Similar Exterior Sealant P • • =r Door/Window Sealed No Insulation ,4-Pi Duct/ Hot Water Pipinginsulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 N\oe\ciaLA 1-3 Rough Plumbing / Insulation In ectlon Report 9 Office No. (518) 761-8256 Date Inspection requ- - ,: -• Queensbury Building 8�Code Enforcement Arrive: 1= a •art. S�a pi__2_. 742 Bay Road, Queensbury, NY 12804 Inspector's Initials•►! C N A M E: ' NI A r`✓r r P j -th LOCATION: t_q 0-4•Cut. INSPECT ON: 41 Ise A_ TYPE OF STRUCTURE: SF_L Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size , Washin! 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 - -e. • I mercial Check {t Tyvek or Similar Exterior Sealant �' ?` er ent, 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date lnspectiQn. *► =� =•• ' = a: Queensbury Building 8 Code Enforcement Arrive: . + �+,., ! •� :$� 742 Bay Road, Queensbury, NY 12804 Inspector's Initia•- - NAME: CLOT El-0 ERP. \IDi=') PERMIT#: tZ- 51C) LOCATION: s L R:t'i(= INSPECT ON: TYPE OF STRUCTURE: Y - N/A COMMENTS: Framing Attic Access 22" x 30° minimum Jack Studs/ Headers ���� >J �� 15-V P C`W L 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 'A(w) 16 gauge (8) 160 nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade L:1Building&Codes Forms-OLD\Building&Codes■inspedion FornmsFtuning Fiirostopping Inspection Report.doc Revised January 7,2008 Edward K. LaPoint, PE PO Box 190, 8 Ward Lane Cleverdale, New York 12820 of NEk, 518-744-4411 �P ; K� 174., o eklapointpe(c�gmail.com � ac • April 6, 2012 s :�� j 7 � Chris & Michelle Leonka ��o `�6675 2 -\° 29 Charlton Lane °FE SStOP� Queensbury, New York 12804 Re: Acceptable As-Built Structural Inspection, 4/5/12 Car Port(c, 29 Charlton Lane, Queensbury, New York 12804 Dear Chris & Michelle: Regarding the above referenced project, an as-build structural inspection was conducted on April 5, 2012. The work is acceptable and the project should proceed through to completion. Please feel free to contact me if you have any questions or comments. cerely, Q �C ward K LaPoint, PE PO Box 190, 8 Ward Lane Cleverdale, New York 1820 518-744-4411 70 eklapointpe@gmail.com • Rough Plumbing / Insulation Inspection Report P Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p Depart. am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: C e PERMIT #: zf5 i>0 LOCATION: (4y INSPECT ON: z/ TYPE OF STRUCTURE: S pap. NIA Rou.h Plumbin• / Nail Plates Plumbin• Vent/Vents in Place 1 % inch minimum Drain Size Washin• Machine Drain 2 inch minimum Cleanout eve 100 feet I chin•e of direction 11111111111 Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above hi hest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/Commercial Check T r w _-alant mom Pro•er Vent, Attic Vent /'Door/Window Sealed No Insulation �,► _ Duct/ Hot Water Piping Insulation If r.•uired unheated s•aces M�■ Combustion Air Su• • for Furnace Duct work sealed •ro•eri / No duct to•e COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 r a—O7() COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - �ELECTRICAL 2 APPROVAL Cert '�I Cut-in Card No Permit No. ��JJ , 6�LJ egor Owner 4.+.�4'�'l ¢ ���! Location.... ? ewfrizL , -PR, a dull., �?�?.�1° �14 Installation Consisting o •• - • /- £A J66 iv /6.41c).PAD,.._Tier.y. f PP Lic.No. Installed By The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin: imp, tions at any time, and if its rules are viola"tteed,tthhe7Comppany shall have the right to i thi certi at Date....C3 1 ,F--l� INSPECTOR * Member N.F.PA.,I.AE.I. Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 5--q- NAME: CQi_c't, LOCATION: PERMIT#: I e —a 7 ) 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: f Craig Bro , Zoning Administrator Notes: L_1SueHemingway1Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc 01 DI)do 1-2 Queensbury Building & Code Enforcement - Residitial Final inspection Office No. (518) 761-8256 _ Arrive: am/pm Depart:2 - CJ am/pm Date Inspection request received: ‘.3 J ti) /c� Inspector's Initials: C�w1� NAME: U t °�- / PERMIT#: la - O l>c) LOCATION: a1 i '(�fi r'(-�r,in DATE: 5 - 7-/a TYPE OF STRUCTURE: S C0 Comments: Yes4 No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location 1- 5 —4- ` k Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete / 1----70-1 rm Platfo at all exterior doors N_ ' ).6.t)V-ij at-C- 2-d Handrail 4 or more risers Guards at stairs,decks, patios more than 30 inches above grade �J? Guard at stairwell at 34 inches or more , A'�,i ---f`L- 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 1 Gas Valve shut-off exposed/regulator 18 inches above grade • Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Win w in stairwells safety g ' ing Interior Smoke Det ors I Carbon onoxid Detectors i Every level: > Ev Bedr m: rY ry Outside every bedroom Inter Connected: Battery backup: ,/ Attic access 30 inches x 22 inches x 30 inches(height)in accessible area /r Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents 1/ 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. ti 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 ! I Low water shut-off boiler [ ,( Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum 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 I Sewer Dept. inspection Sticker 4 Site Plan /Variance required Flood Plain Certification, if required • Okay to issue C/C or C/0[Temporary/Permanent] 7 L:\Building&Codes Forms\Building&Codes\Inspection Forrns\Residential Final Inspection Form_revised_100405.doc:Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 moràa 1,6 1---3 OWTown of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance. No deviation from the manufacturer's instructions or specifications is allowed. Permit# J ---01700 Schedule Inspection 5 _�/3 Time a pm anytime Inspector Name CA (j4 Address al r .i, Rough In Final Appliance Manufacturer J"UU)\ �`5S &).J Model# dVR2 d t Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments j n t Floor Protection �/ I Clearances to Combustibles (all sides) 7 (J I Firestop(s) Vertical Chase 1 Wall Penetration f Vent Clearances to Combustibles Y 1 Vent/ Chimney Termination Chimney height must be 3 feet above roof penetration; 2 feet above any combustible construction within 10 feet Gas Shut-Off Valve // Combustion Air Hearth Extension (if any) Mantel I / Height above f/p opening Witness Operation Tank Placement (if LP) - / / CO Detection CSST Bonding White—Building Dept. Yellow—Customer Pink—Fire Marshal GRAJNY Consulting, U_C 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 05/08/2012 Chile Enterprises, Inc. 6 Holden Avenue Queensbury,NY 12804 Inspection Address: Lot 6 -29 Charlton Lane, Queensbury NY 12804 Report Number 0508120 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 05/08/2012. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the house including conditioned basement=3,000 SF - Volume of the house, including conditioned basement=25,345 CF Based on above,the following test data was collected: - Infiltration Rate,including conditioned basement at 50 Pascal= 1,346 CFM - ACH50,Actual Changes per Hour at 50 Pascal = 1,346X60/25,345=3.2 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+l- 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. _ ctref N:fr./ Sincerely, ,4;: '�- Stan Grainy, PE 6 - NYS HERS Energy Rater B -041 NYS PE 065406-1 � °$54o6 Z d d8q:170 Z L 80 iceW • d ` %`f _ tors; Q . .N4141105 c4) cl` (518)793-7277 Fax: 743-0955 Clete Enterprises, Inc / GENERAL CONTRACTOR (N" clute @albany.twcbc.com v•d d85:ti0 Z1 80'eW : ::. yp ( 26- ica_. 676 N REScheck Software Version 4.4.2 Compliance Certificate Project Title: 30x50 (1500) Ranch Energy Code: 2010 New York Energy Conservation Construction Code Location: Warren County, New York Construction Type: Single Family Building Orientation: Bldg. faces 180 deg.from North Glazing Area Percentage: 13% Heating Degree Days: 7635 Climate Zone: 6 Construction Site: Owner/Agent: Designer/Contractor: NY CLUTE ENTERPRISES.INC 6 HOLDEN AVE QUEENSBURY.NY 12804 518-793-7277 CLUTE@ALBANY.TW C BC.COM Compliance:Passes, r trade-off Compliance:1.8%Better Than Code Maximum UA:228 Your UA 224 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estivate of energy use or cost relative to a minimum-code home. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Raised or Energy Truss 1500 38.0 0.0 38 Wall 1:Wood Frame, 16"o.c. 400 19.0 0.0 18 Orientation:Front Window 1:Vinyl Frame:Double Pane with Low-E 60 0.330 20 SHGC:0.70 Orientation:Front Door 1:Solid 40 0.160 6 Orientation:Front Wall 2:Wood Frame, 16"o.c. 240 19.0 0.0 14 Orientation:Unspecified Wall 3:Wood Frame, 16"o.c. 400 19.0 0.0 18 Orientation:Unspecified Window 2:Vinyl Frame:Double Pane with Low-E 45 0.330 15 SHGC:0.70 Orientation:Unspecified Window 3:Vinyl Frame:Double Pane with Low-E 15 0.330 5 SHGC:0.70 Orientation:Unspecified Door 3:Glass 40 0.310 12 SHGC:0.70 Orientation: Unspecified Wall 4:Wood Frame, 16"o.c. 240 19.0 0.0 14 Orientation: Unspecified Basement Wall 1:Solid Concrete or Masonry 400 0.0 13.0 20 Orientation: Unspecified Wall height:7.8' Depth below grade:7.0' Insulation depth:7.8' Basement Wall 2:Solid Concrete or Masonry 240 0.0 13.0 12 Orientation:Unspecified Wall height:7.8' Depth below grade:7.0' Project Title: 30x50(1500)Ranch Report date: 02/21/12 Data filename:Z:1CIutel\Rescheck\CHARLTON LN SUB-DIVISION12012-LOT 6-29 CHARLTON LN-QSBY-30x50(1500) Ranch.rck Page 1 of 6 Insulation depth:7.8' Basement Wall 3:Solid Concrete or Masonry 400 0.0 13.0 20 ' Orientation:Unspecified Wall height:7.8' Depth below grade:7.0' Insulation depth:7.8' Basement Wall 4:Solid Concrete or Masonry 240 0.0 13.0 12 Orientation:Unspecified Wall height:7.8' Depth below grade:7.0' Insulation depth:7.8' Compliance Statement: The proposed building design described here is consistent with the building pl. s,specifications,and other calculations submitted with the permit application.The proposed building has been.esigne• • • e= he 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.2 and.to coral f ith the - .-to -•uirements listed in the REScheck Inspection Checklist. Name-Title S, .lure Date �' \t i i-+ t' ! `' 11 C. i °1 YE- 6 -`, PP ..i - Z I2_ Project Title: 30x50(1500)Ranch Report date: 02/21/12 Data filename:Z:\Clutel\RescheddCHARLTON LN SUB-DIVISION12012-LOT 6-29 CHARLTON LN-QSBY-30x50(1500) Ranch.rck Page 2 of 6 • REScheck Software Version 4.4. V Inspection Checklist Ceilings: ❑ Ceiling 1: Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c., R-19.0 cavity insulation Comments. Basement Walls: ,_] Basement Wall 1:Solid Concrete or Masonry,7.8'ht/7.0'bg/7.8'insul,R-13.0 continuous insulation Comments: ❑ Basement Wall 2:Solid Concrete or Masonry,7.8'ht/7.0'bg/7.8'insul,R-13.0 continuous insulation Comments: ❑ Basement Wall 3:Solid Concrete or Masonry,7.8'ht/7.0'bg/7.8'insul,R-13.0 continuous insulation Comments: • Basement Wall 4: Solid Concrete or Masonry,7.8'ht/7.0'bg/7.8'insul,R-13.0 continuous insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E.U-factor:0.330 For windows without labeled U-factors,describe features: ?:Panes Frame Type Thermal Break? Yes No Comments: • Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors.describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid, U-factor:0.160 Comments: This door is exempt from the U-factor requirement. ❑ Door 3:Glass, U-factor:0.310 Comments: Project Title:30x50('1500) Ranch Report date: 02/21/12 Data filename:Z:\CIutel\Rescheck\CHARLTON LN SUB-DIVISION12012-LOT 6-29 CHARLTON LN-QSBY-30x50(1500) Ranch.rck Page 3 of 6 Air Leakage: J Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. • Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. U Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. • Wood-buming fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: • Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring: Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (g)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: u Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: • Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. • Materials and equipment are identified so that compliance can be determined. Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: u Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: • Building framing cavities are not used as supply ducts. • All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics, liquid sealants,gasketing or other approved closure systems.Tapes.mastics,and fasteners are rated UL 181A or UL 181B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 87.4 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 131.0 cfm(12 cfm per 100 ft2 of conditioned floor area). Project Title:30x50(1500) Ranch Report date: 02/21/12 Data filename:Z:\Clutel\Rescheck\CHARLTON LN SUB-DIVISION12012-LOT 6-29 CHARLTON LN-QSBY-30x50(1500) Ranch.rck Page 4 of 6 (3)Rough-in total leakage test with air handler installed:Less than or equal to 65.5 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 43.7 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: J Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. • For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: J Circulating service hot water pipes are insulated to R-2. • Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: U HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: • Heated swimming pools have an on/off heater switch. Li Pool heaters operating on natural gas or LPG have an electronic pilot light. • Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. U Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage> 15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: j Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors:type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) _ Project Title:30x50(1500)Ranch vti Report date: 02/21/12 Data filename:Z:1CIutel\Rescheck\CHARLTON LN SUB-DIVISION12012-LOT 6-29 CHARLTON LN-QSBY-30x50(1500) Ranch.rck Page 5 of 6 • • Project Tale:30x50(1500)Ranch Report date: 02/21/12 Data filename:Z:1CIute1\Rescheck\CHARLTON LN SUB-DIVISION12012-LOT 6-29 CHARLTON LN-QSBY-30x50(1500) Ranch.rck Pale 6 of 6 20 0 New York Energy I . Conservation s,. n Construction Code Certificate insulation Rating R-Value Ceiling/Roof 38.00 Wall 19.00 Floor/Foundation 13.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.33 0.70 Door 0.16 0.70 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments: Revised 4/14/2010 WINDOW SCHEDULE JOB SITE/ADDRESS: -9 C G..cy,. c,-% Lc=:,e DATE: -261, 1(..0. OWNER: C ' 7�. ��i-p-.c,. APPLICATION NO.: WINDOW NO. WINDOW WINDOW UNIT OR STOCK ROUGH ROUGH SQ.FT. SQ.FT. CLEAR CLEAR SPECIAL OR LETTER MANUF. MODEL NUMBER OPENING OPENING VENT EGRESS OPENING OPENING HARDWARE ON PLAN NAME TYPE CALL SIZE WIDTH HEIGHT /CLEAR WIDTH IN HEIGHT IN OR OPENING INCHES INCHES INSTRUCTI ONS y 1-41 9 1 9. cc, .,.2 ..-, 5 7 5, 7 .3`-t 5 Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS Habitable Area of Required Actual light Required Actual Ventilation Square Foot Opening Remarks Room Room light square footage ventilation Square Footage for Egress In Square 8%of room 4%of room Feet area 4 area l�._i --' LZ-) 1 `1 y l u 1 ,D . 7 C?"-x_ \D \ G 9 ID :-1 b 5 7 ‘Dec. . 1 0 7 `$ t `-/ (c; 5...7 • Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community Development Project for: Permit No. 2012 Applicant Name: Cej4 C K Zoning Administrator Tax Map No. 30 • (42--a-7 APPR QoVED AP Lot # House # (-71'q I a '" road, street at B 2 9 2012 Lot Size: oning Administrator Mobile Home Park: , TO WN OF QUEENSBURY Business Plaza: Planned Unit Dev. Subdivision: _' .%._.� "ss. ., f'1 Phase/Section Effective Year Zoning Designation Zoning Ordinance Prior to 1967, July 10 Subject to current setback requirements at time of development. Section 179-20-10,B Subsequent to Development of lots within subdivisions subsequent to July 10, 1967 July 10, 1967 shall use the setback requirements in place at the time of the approval of the subdivision. 1967 1982, June 11 1988, September 19 Corner lot rule Prior to Nov. 23, 1992 approved subdivisions * (see note on back of form) 2002, April 9 S —I A- I 2009, May 12 I Road Name Setbacks Existing I Required I Proposed • Difference Front 1 ; 30.?t- 3 - P Front 2 Side 1 i.cw.,3n r/ c Side 2 yam;,..; ICU fit. l7. 7/f/ Rear 1 3© 4 - Rear 2 Shoreline Travel Corridor Overlay_Zone-- — Buffer I Yes No _ meets depth,width, &square footage requirements preexisting, nonconforming lot with proper setbacks required frontage on public road _ has required off-street parking permeable area is adequate (Requirement is %) building does not exceed maximum height (Max. ft.) _ Is lot in a Flood Zone? Floor Area Ratio worksheet required? Zone: WR-1 A — Town of Queensbury Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community Development 0 h d) 0 Z * Corner Lot Information for Subdivisions Approved Prior to November 23, 1992 Section 179-30.1 which requires front yard setbacks on both roads for a corner lot was not enacted until November 23,1992. Therefore, prior to November 23, 1992 parcels within approved subdivisions have one (1) front yard, two (2) side yards, and one (1) rear yard setback. Review Type File No. } Action ; Resolution Date --Zoning Board of A• • =als , ---- Planning Board , — I - _5j` /i' ruY Town Board — — -- Check List Yes ; , tlo �c Recreation Fee Paid Engineering Fee Paid _Site Plan Ma ps on File _ .241 Subdivision Mylar Signed and _Filed with County Application appears to conform to the requirements of Section(s) of the local Town Code: Application requires additional review for the following: Zoning Board of Appeals Planning Board Town Board of Health Town Board for Mobile Home Outside of a Mobile Home Park Other Reviewe Staff Date Notes „ T Town of Queensbury