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RC-000190-2015 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: RC-000190-2015 Date Issued: Tuesday, January 19, 2016 This is to certify that work requested to be done as shown by Permit Number RC-000190-2015 has been completed. Tax Map Number: 278.-1-8.12 Location: 275 State Rte 149 Owner: JH Land Development Applicant: John Hughes This structure may be occupied as a: SFD w/garage By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the // 44t property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY QL 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: RC-000190-2015 Tax Map No: 278.-1-8.12 R EV I S E D Permission is hereby granted to: JH Land Development For property located at: 275 State Rte 149 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 Tvce of Construction Owner Name: JH Land Development Single Family-New $81,820.00 Owner Address: 321 State Rte 149 Total Value $81,820.00 Lake George,NY 12845 Contractor or Builder's Name/Address Electrical Inspection Agency Dale Baldwin PO Box 621 Buttermilk Falls RD Fort Ann,NY 12827 Plans&Specifications SFD w/garage PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,November 12,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of ueensb before the a/]II/�iratiio�n date. Dated at the Town Queens r/ /J Wens ,November 12,2014 SIGNED BY: �y a for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20140541 Application Number: A20140541 Tax Map No: 523400-278-000-0001-008-001-0000 Permission is hereby granted to: J H LAND DEVELOPMENT LLC For property located at: 1 ROCKLAND Dr 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: J H LAND DEVELOPMENT LLC Garage Attached 1 ROCKLAND Dr Single Family Dwelling $81,820.00 LAKE GEORGE,NY 12845-0000 Total Value $81,820.00 Contractor or Builders Name /Address Electrical Inspection Agency JOHN HUGHES 38 LEDGEVIEW Dr LAKE GEORGE.NY 12845-0000 Plans&Specifications 2014-541 SFD 1,248 sq ft w/Garage 240 sq ft (Note: Tax Map Number will change when Warren County Real Property Tax Services issues a new tax map number 11.12.2014 per Craig B./SueH. ) $249.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, November 12,2015 (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 TownQue sbu /J WOvember 12,2014 SIGNED F- �,VJ o for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office Use Only DATE _ 1� 4Received (� R Tax Map ID _-0" 1 9 TAX MAP ID J b f < Permit No. Permit Fee Jr, dl ZONING -- Rec Fee r Site Plan# HISTORIC SITE Yes _No Subdivision # SUBDIVISION NAME Lot# TOWN BD-RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS,INCLUDING SINGLE FAMILY DWELLINGS,DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED & MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. ^�►� APPLICANT �&N 4Ky 6 d 3 OWNER + Tr_ La iA I ADDRESS 2 ADDRESS _.a La Ho (reo(LN= Ll raTN`{Jr PHONE/E-MAIL � ') 0010 J PHONE/E-MAIL CONTRACTOR J 8he'A"iaM COST OF CONSTRUCTIONN(ES7ItMA�T1ED)./$� 2 ADDRESS: QC�..I�g(>ZQ�L.]{A 7,r� / BUILDING ADDRESS: LL�arr�l�Kleinw 1ti34'(ovv PHONE/E-MAIL }� CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: 'Sok,' -')*u a � PHONE cZ V Z)(p TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration V floor sq.ft. 20"floor sq.ft. Total sq.fL Height Single Family I jqg ZOO Two-Family Multi-Family (#of units_) Townhouse Business Office Retail - Mercantile Factory- Industrial Attached Garage a (# of ) Other D 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) Gas Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys Are there structures not shown on plot plan? Are there easements on the property? Site Information a. Dimensions or acreage of lot b. Is this a corner lot? c. Will the grade be changed as a result of construction _Yes No d. Public water or Private well e. Sewer or Private Septic System Value of all work to be performed (labor or materials) $ 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. 1 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. 1 acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. 1 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. 1 have read and agree to the above: PRINT NAME: DATE SIGNATURE: � DATE 1d- FOR OFFICE USEONLY 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 Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No, No inspection will be made until applicant has received a Fee Paid $ valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. Applicant: -j!�4 e-s, Owner: ,ioNAI /ught5 Address: 3 S L e-d yeti ,e L2 ✓e. Address: L A K 1_ 0 c'✓! 9 C: nrY Phone#(.5,$ ) 75a - •y uC Phone# Property Location: Lot Number: / House Number / Subdivision Nam Ro u Te 1,Y1 Tax Map Number: 2'� New Building: residence /commercial Estimated Market Value of Construction: $ ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence/com'l ❑ Other work(describe ) Check OccupancyInformation 1' Floor 2° Floor Other floor Total Below sq.ft. sq.ft, sq.ft. Square Feet 4l' Single family dwelling a y ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units ❑ Office ❑ Mercantile ❑ -Manufacturing ❑ 1 car detached garage Cl 2 car detached garage ❑ 3 car detached garage ❑ 1 car attached garage U/ 2 car attached garage ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure )5 feet 1-, ' inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: Number of Fireplaces to be installed ni a Nr. Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder 01-1&/ O 79J-i 1 Plumber lf Mason DkIl E RA tdt-, Electrician wIarreN 0 encLC'i/ e- c-C, Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes,anAs Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new construction, Signature: t L c owner,owner's agent,architect,contractor SEPTIC DISPOSAL PERMIT Office Use Only DATE \ —\C� —�t-} Received Tax Map ID TAX MAP ID 2�'� „ -1 _ Y" \ Permit No. r���a,-,- Permit Fee LOCATION oFINSTALLATION �Z-tS ��`T,1R'Tr1 `E` Y�l7U\t��-�� Approvals: APPLICANT VO H M1-� RUIN-'1 {_� PHONE/E-MAIL ADDRESS INSTALLERIBU/LDER: VOF�p1� ,�t�O�IC PHONEIE-MAIL —i�1R—lo�nZ1 ADDRESS: OGE''1E1A� nRe LA VIE U09l 6E tJ� 17R�-�ti OWNER A1RM E- PHONE/E-MAIL Address CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: UOIZ A� Ct\�r'�!'IE.� PHONE AFI RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed Y 1981-1991 Spa or Hot Tub installed Y _N 1992-Present PARCEL INFORMATION Topography FI oiling _St p slope %slope Soil Nature Sand _Loam _Clay _Other Groundwater Al what depth? Bedrock/Impervious Material At what depth? Domestic Water Supply Municipal _Well(if well,water supply from any septic system absorption is LZib ft.) Percolation Test Rate: per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUC77oN Tank Size inn 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: z ;size_ V1 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: Date: t 1-10-t Lk Signature: ti T Date: t t-to -114 Town of Queensbury Building&Codes Septic Disposal Permit July 2014 Residential Final Inspection Inspection request received Name i �) Inspected on Locations (tie ( Arrive amAm Permit No. I L,_ J (t- 10j_0(5 Inspector's Initials Type of Structure Yes No /A Bathroom Fans,if no window 4" Building Number Address visible from road Plumbing fixtures Chimney Height/"B" Vent/Direct Vent Foundation insulation to floor/Sticker on Pel Location Fresh Air Intake Du aled properly Blowe oor Test ertl% 3" Plumbing Vent through roof minimum 18" Floor truss,draft stopping finished basement Roof Complete/Exterior Finish Complete 1,000 sq.ft. Platform at all exterior doors Emergency egress below grade Handrail 4 or more risers Gas Furnace shut-off within 30 ft.or within line Guards at stairs,decks, patios more than 30" of site above grade Oil Furnace shut-off at entrance to furnace area Guard at stairwell at 34"or more Furnace/Hot Water Heater operating Guard at deck, porches 36"or more Low water shut-off boiler Handrail Termination at Newell Post or Wall Relief Valve(s)installed/Heat Trap/Water Interior/Exterior Railings 34 "to 38" Temp 110 Deck Bracing/Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum Grade away from foundation 6" with 10 feet Basement stairs closed rise+4 inches 6"clearance to sill plate Garage Floor Pitched Gas Valve shut-off exposed /regulator 18"aboveGarage fireproofing/Y hour fire door/door grade closer1 71 Interior privacy/trim/doors/main entrance Gas Logs in Sealed or Glass Enclosure 36" Bathroom/Kitchen watertight Final Electrical; Energy Saving Light Bulbs 50% Safety glazing/Window in stairwells safety Final Survey Plot Plan IV glazing Arc Fault Breaker Habitable Spaces /Tamper Interior Smoke Detec rs/Carbon Monoxide Proof Receptacles Detectors / Flex Gas Pipe Bonding Every level: _ Every Bed _✓ As Built Septic System/Sewer Dept.Inspection Outside every bedroom�rf _ Sticker Inter Connected: __[1 Site Plan /Variance required Battery backup: --Orr Plain Certification, if required Attic access 30"x 22"x 30"(height)in Okay to issue Temporary/Permanent accessible area Certificate of Occupancy OR Crawl Spaces 18"x 24"access,I sq.ft.•150 s . Certificate of Compliance ft. vents _ — NALA _ .– Yes No N/A Comments: — �tt�►3`J��1 \ otJ HQ TASK RELtr:F t3INWE �1L T�OtctoJ�P\E t\AtJPR-�A1�, NT otF- jTRtgL7 ov- VkAC'tp r' opera b\pE Town of Queensbury Building &rode Enforcement e�1�� M \� Off o.(518)761.8256 Residential Final Inspection �' c Inspection request received �p S Name Inspected on Locationa Arrive Permit No. ��' I (ZC-06 jgo�2Pj Inspector's Initials L , Type of Structure ff Yes 'No N/A Bathroom Fans, if no window 4" Building Number Address visible from road �( Plumbing fixtures Chimney Height/"B"Vent/Direct Vent Foundation Insulation to floor/Sticker on Panel Location Fresh Air Intake Duct work sealed properly/Blower Door Test Certification 3"Plumbing Vent through roof minimum 18" Floor truss,draft stopping finished basement Roof Complete/Exterior Finish Complete 17 1,000 sq.ft. Platform at all exterior doors Emergency egress below grade Handrail 4 or more risers Gas Furnace shut-off within 30 ft.or within line Guards at stairs,decks,patios more than 30 " of site above grade 011 Furnace shut-off at entrance to furnace area Guard at stairwell at 34"or more Furnace/Hot Water Heater operating Vol Guard at deck,porches 36 "or more Low water shut-off boiler Handrail Termination at Newell Post or Wall Relief Valve(s) installed /Heat Trap/Water Interior/Exterior Railings 34 "to 38 " Temp 110 Deck Bracing/Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum :" Gypsum Grade away from foundation 6 " with 10 feet Basement stairs closed rise+4 Inches 6"clearance to sill plate Garage Floor Pitched Gas Valve shut-off exposed /regulator 18"above Garage fireproofing/Y hour fire door/door grade closer Interior privacy/trim/doors/main entrance Gas Logs In Sealed or Glass Enclosure 36 " Bathroom/Kitchen watertight Final Electrical;Energy Savinq Light Bulbs 50% Safety glazing/Window In stairwells safety Final Survey Plot Plan glazing Arc Fault Breaker Habitable Spaces/Tamper Interior Smoke Detect s/Carbon Monoxide Proof Receptacles Detectors 7 / Flex Gas Pipe Bonding Every level: ���/// Every Bedroom _�/ As Built Septic System/Sewer Dept. Inspection Outside every bedroom a: _ Sticker Inter Connected: _— / Site Plan /Variance required Battery backup: Flood Plain Certification.If required Attic access 30"x 22"x 30"(height)In Okay to issue Temporary/Permanent accessible area Crawl Spaces 18"x 24"access,l sq.ft.150 sq. Certificate of Occupancy OR Crawl of Compliance vents Yes No N/A Comments: V-71 !�> E�\C, Town of Queensbury Building & Code Enforcement Office No.(518)761.8256 Rough Plumbing / Insulation Inspection Report - gpyNa Office No. (518) 761-8256 Date Inspection re uest r e Queenshury Building & Code Enforcement Arrive: Z= DO a m 742 Bay Road, Queensbury, NY 12804 Inspector's Ini NAME: ���I�l�� �kS� P RMIT LOCATION: CJS /I INSPECT ON: TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in PlaceI 1'/2 inch minimum Drain Size � Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain /Vent � t!�^ ��TC' , Air/ Head J 5 P.S.I. for 10 ft. above highest connection for 15 minutes 3 (p/ -�a3 7 Pressure Test Water Supply Piping Com(,/ Air/ Head r for 15 minutes Insulatio esidential Check/Commercial Check endow Sealing a-7tU+36 Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) i— tzv vc)b�— Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test ` Air Sealing COMMENTS: Rough Plumbing—Insulation Inspection-02 0513 Rough Plumbing / Insulation Inspection Report !~ Office No. (518) 761-8256 Date Inspection r erived: /�7 .2, Queensbury Building & Code Enforcement Arrive: = a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia _ NAME: [—)kI W—44 q1A PERMITS>.� LOCATION: INSPECT ON: TYPE OF STRUCTURE: 275 f'l�u✓ Y //N N/A Plumb slab Rough Plumbm ail Plates um Ing Vent/Vents in Place �t ✓.�i 11/2 inch minimum Drain Size Washing Machine Drain 2 inch m' um Cleanout every 100 feet/ chan,geof direction Pressure Test Dra' /Vent' , Ai ead P.S.I. for 10 ft. above highest connect/for minutes Pressure Test Water Supply Piping W/Head ' 50 P.S.I. for for 15 minutes Insulation / Residential Check/ ommercial Check Window Sealing Tyvek or Similar Exterior Syfilant Proper Vent, Attic Vent Door/Window SealedJA0 Insulation) Duct/ Hot Water Pipo Insulation If required unhea d spaces Combustion Air Su#Kfor Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection-02 05 13 Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Framing 1 Firestopping Inspection Report Inspection request received: Name: S Inspected on: ' Location: t�r Arrive: z -`L�� M. Permit No.: Inspector's Initials: — TYPE OF STRUCTURE: rx Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Y2(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 i separation 1,2,3 hour re wall 2,3,4 hour restopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2 inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms Iq 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 Wei C�' Office No. (518)761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: Inspected on: o k qq � Location: />5 t L5 N9 Arrive: a.m./ p.m. Permit No.: 4 — Inspector's Initials: TYPE OF STRUCTURE: Y N NIA COMMENTS: c cress 22'x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers ,tom/ Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. V��\��e✓�r� �\' J 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 rd Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side''%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing/Firestopping Inspection Report Town of Queensbury Building & Code Enforcement W Office No. (518) 761-8256 Framing 1 Firestopping Inspection Report Inspection request received: � Name: rl l( �{/1. P� Inspected on: Location: W 9 Arrive: Permit No.: ! �—J7� Inspector's Initials: TYPE OF STRUCTURE: S Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes I 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 ,foe add water Meld 24 inehes from wall Fire separation 1,2,3 hour Fire wall 2,3.4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 518 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 Framing / Firestopping Inspection Report l Inspection request received: Name: Inspected on: Location: / , 'y� Arrive: \ a.m.l p.m. Permit No.: -q ' SSI Inspector's Initials: TYPE OF STRUCTURE: 9 V—A 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 I Holes 1 Bearing Walls Metal Strapping for Notches Top Plate 1 Y2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.Floor trusses Anchor Bolts 6 ft.or less on center hield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour 6 , —_ Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Yz inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall v 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 Foundation Inspection Report Office No.(518)761-8256 Date Ins ection re est receiv : Queensbury Building&Code Enforcement Arrive: a epart: 742 Bay Rd., Queensbury,NY 1112804 Inspector's Initia : 1 NAME: t"'�uc y\E-�) CTr p� ZIT 0: �A W LOCATION: 7 7�i F}\ 1i1F_Iy 1 INSPECTON: —7lQ—fit TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place ooting Dowels or Keyway in place F4piWon Dampproofin e Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mi] poly for wet areas under slab Backfill Approval L- Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Ins ection r ue rece' ed: Queensbury Building&Code Enforcement Arrive: - epart: 742 Bay Rd., Queensbury,N`Y\ 12804 Inspector's Initials: NAME: Ny6a� PE IT LOCATION: 75 .`) I RTF- P�1 L SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place noting Dowels or Keyway in place tion Danapproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil fpr wet areas under slab ckfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518)761-8256 Date Ins ection regy@St rec Queensbury Building&Code Enforcement Arrive: dm� in epart: a m 742 Bay Rd., Queensbury, NY 12804 Inspector's Ini/ta NAME: !( PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: h Comments K—) lam' Y Y N N/A Piers Monolithic Slab Reinforcement in Place T e contractor is responsible for roviding protection from freezing for 48 hours following the placement of the concrete. _2.. _ AA-iirri.ilq fnr fl�ic nn OSe Sao v oU Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM -f h Foundation Inspection Report Office No.(518) 761-8256 Date Inspection r ve ec ed: Queensbury Building&Code Enforcement Arrive: @ ary{ epart: a 742 Bay Rd., Queensbury, NY 12804 Inspector's In' ' s: NAME: RMIT#: LOCATION:t77-57 INSPECT ON: _�� _ �n TYPE OF STRUCTUd�14k S �� Comments Y N N/A Footings Piers Monolithic Slab ���� Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM U�� Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart- am/pm l742 Bay Rd., Queensbury, NY 12804 Inspector's Initiat� NAME: h S PERMIT#: s 7 LOCATION: ' (zon INSPECT ON: TYPE OF STRUCTURE: S r Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampprooffng Foundation Waterproofing Ujs �i t Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initiarj /�/) NAME: 44 tt!gl ke 4 PERMIT##: LOCATION: 1 RDC ( ka rid 61- INSPECT ON: 11- 14-1 y TYPE OF STRUCTURE: Comments 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/ tin Place l Reinforcement in Placc e Footing Dowels or Keyway in place \ Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Nov 11 2015 1236 HP FaxLedgeview RV Park 5187986621 page 1 NORTH EAST BUILDING PERFORMANCE ADVISORS ........................................................................................................................................... Serving the Capital District, Saratoga and Adirondack Regions November,05 2015 7 Rocky Ridge, Warrensburg, NY 12885 John Hughes Construction Inc. 1 Rockland Drive Lake George,NY 12845 RE: Blower Door Test for NYS Building Code Mr. John Hughes: After inspection of the New Home at 275 Route 149, Lake George,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 tested 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 4.30 ACH/50: 716 CFW50 times 60 minutes divided by the volume of the heated space. ❖ The total heated volume of the addition on the house is 9984 cubic feet taking into consideration all first floor heated space. The cubic feet per minute @ 50 Pascal was 716 CFM/50. The height correction factor for New York State is 19 for a one story building, as such the tested home @ 275 Route 149 has the natural rate of air exchange of 0.23 air changes per hour/natural. •S Average homes built prior to the new code requirements typically had air exchange 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 0.23 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 9 BPI Certified Heating Professional HERS Rater ❖ If you have any questions regarding my findings please feel free to contact me. Sincerely, jack-1 Tom ne/ 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 NORTH EAST BUILDING PERFORMANCE ADVISORS ........................................................................................................................................ Serving the Capital District, Saratoga and Adirondack Regions November, 05 2015 7 Rocky Ridge, Warrensburg, NY 12885 John Hughes Construction Inc. 1 Rockland Drive Lake George, NY 12845 RE: Blower Door Test for NYS Building Code Mr.John Hughes: After inspection of the New Home at 275 Route 149, Lake George, 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 tested 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 4.30 ACFY50: 716 CFM/50 times 60 minutes divided by the volume of the heated space. ❖ The total heated volume of the addition on the house is 9984 cubic feet taking into consideration all first floor heated space. The cubic feet per minute @ 50 Pascal was 716 CFM/50. The height correction factor for New York State is 19 for a one story building, as such the tested home @ 275 Route 149 has the natural rate of air exchange of 0.23 air changes per hour/natural. ❖ Average homes built prior to the new code requirements typically had air exchange 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 0.23 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: 9 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, -Tach Tomne/ 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 L abed 29986LM >Ned Ali , a.�a6pa-Txed dH L£ZL SLOZ LL AON Generated by REScheck-Web Software Compliance Certificate Project HUGHES RESIDENCE ,, Energy Code: 2010 New York Energy Conservation Location: Warren County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,248 ft2 Glazing Area 11% Climate Zone: 6 (7635 HDD) Permit Date: 11/04/14 Permit Number: 2014-541 Construction Site: Owner/Agent: Designer/Contractor: 275 STATE ROUTE 149 JOHN HUGHES JOHN HUGHES LAKE GEORGE, New York 12845 JH LAND DEVELOPMENT JH LAND DEVELOPMENT 321 STATE ROUTE 149 LAKE GEORGE, New York 12845 518-798-6621 Compliance: Passes using UA trade-off Compliance: 1.8%Better Than Code Maximum UA: 222 Your UA: 218 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Glazing Assembly or Cavity Cont. or Door UA Ceiling: Flat or Scissor Truss 1,248 38.0 0.0 0.030 37 Box Sill:Wood Frame, 16in.D.C. 148 21.0 0.0 0.057 8 Wall:Wood Frame, 16in.D.C. 1,184 21.0 0.0 0.057 57 Window:Vinyl Frame,2 Pane w/Low-E 137 0.290 40 Window:Vinyl Frame,2 Pane wl Low-E 13 0.290 4 Door: Solid 20 0.190 4 Door:Solid 17 0.140 2 Basement:Solid Concrete or Masonry 1,184 0.0 11.0 0.056 66 Wall height:8.5' Depth below grade:8.0' Insulation depth:7.7' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Vers' n 5. 0 a d to corly with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Date 1 Project Title: HUGHES RESIDENCE Report date: 11/03/14 Data filename: Page 1 of 7 Project Title: HUGHES RESIDENCE Reportdate: 11/03/14 Data filename: Page 2 of 7 CREScheck Software Version 5.5.0 �(J Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 12.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 Construction drawings and ❑Complies [PR111 documentation sufficiently ❑Does Not demonstrates energy code compliance for the building ❑Not Observable envelope. ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR3]' demonstrates energy code 1� compliance for lighting and ❑Not Observable mechanical systems.Systems ❑Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr— El Does Not I ,on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable !other approved methods. Btu/hr Btu/hr []Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: HUGHES RESIDENCE Report date: 11/03/14 Data filename: Page 3 of 7 2010 New York Foundation Inspection Complies? Comments/Assumptions Ener 303.2.1 Exposed foundation insulation ❑Complies [F011)z protection. []Does Not � ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ❑Complies [FO12]2 ❑Does Not V, []Not Observable ❑Not Applicable Additional Comments/Assumptions: ��High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: HUGHES RESIDENCE Report date: 11/03/14 Data filename: Page 4 of 7 Section Plans Verifled Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.4.4 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/i.5.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate&It;=2.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not V, building cavities used as return ducts are sealed. []Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not i_k []Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R-_ R-_ ❑Complies (FR17]2 above 105 OF or chilled fluids []Does Not below 55 OF are insulated to R-3. []Not Observable []Not Applicable 403.4 Circulating service hot water R-_ R-_ ❑Complies [FR18]2 pipes are insulated to R-2. ❑Does Not u [_-]Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air []Does Not 91 intakes and exhausts. []Not Observable []Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: HUGHES RESIDENCE Report date: 11/03/14 Data filename: Page 5 of 7 2010 New York Insulation InspectionComplies? Comments/Assumptions Energy 303.1 All installed insulation labeled or ❑Complies [IN13]' installed R-values provided. []Does Not []Not Observable []Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: HUGHES RESIDENCE Report date: 11/03/14 Data filename: Page 6 of 7 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.4.2, Building envelope tightness ACH 50 =_ ACH 50 = ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [FI17]' of&lt,,7 ACH at 50 Pa.This ❑Not Observable requirement may instead be met via visual inspection, in which []Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 Duct tightness via post- _cfm _cfm ❑Complies IF1411 construction with maximum []Does Not leakage of 8 cfm to outdoors, or 12 cfm across systems. For ❑Not Observable rough-in tests,verification may ❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. _ 403.1.1 Programmable thermostats ❑Complies [FI912 installed on forced air furnaces. ❑Does Not J [-]Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 'on heat pumps. ❑Does Not 14 []Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [F[11]2 systems have automatic or ❑Does Not y�. accessible manual controls. ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI712 ❑Does Not El Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: HUGHES RESIDENCE Report date: 11/03/14 Data filename: Page 7 of 7 �J( 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 11.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 Door 0.19 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments ---------------------- 0 Community Development Office i own of Queensbury • 742 Bay Road • Queensbury, New York 12804 i Marilyn Ryba, Executive Director• David Hatin,Director of Building&Codes ; Craig Brown,Zoning Administrator ----------------------- BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATIONAND EMERGENCYEGRESS REQUIREMENTS REQUIRED ACTUAL LIGHT REQUIRED ACTUAL SQUARE FOOT HABITABLE ROOM AREA OF ROOM IN LIGHT SQUARE VENTILATION-4% VENTILATION OPENING FOR REMARKS SQUARE FEET 8%OF ROOM FOOTAGE OF ROOM AREA SQUARE EGRESS AREA FOOTAGE off zna Z 5 0 O Q " (p LA o Z o b , p �'-JVSG 7" zS qct _ It 5 0 "o QUESTIONS? CALL 761-8256 OR EMAIL codes@ cueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.auensbury.net B 10-LTR 11-20 W I N o O W S Y S T E M S ECO Shield Egress Calculator 28�I-f'O M©'c�t2nlV IOW Results For 200 Series Double Hung Frame Width 33.5 X Frame Height 60.5 Bottom Sash Up = 29.3125 In X 24.7500 In = 5.0381 Sq.Ft. Bottom Sash Out = 29.3125 In X 28.1250 In = 5.7251 Sq.Ft. Visible Glass Top = 27.2500 In X 26.8125 In = 5.0739 Sq.Ft. Visible Glass Bottom = 28.0625 In X 26.8125 In =. 5.2252 Sq.Ft. Total Visible Glass = 10.2991 Square Feet. Printed on Monday, November 03, 2014 12:51:53 PM. , i Ar: t94 Nzm r SHIELD I A # COHZ6LRIs wdao: lo t1-so-11 l00'd £098 ERS ILEI 41Od1£011t OW11181e0XM Customer Quote Kasson & Keller Inc, 60 School Lane „ Fonda, NY 12068 Phone: 1-800-452-7535 Fax: 518-853-3299 BILL TO: SHIP TO: i '.rQUOTEk . . . I�DA:TE- ;.':,,';,>":::;:BID.BV :;: .:::.:.,,_URDERPLACED'BY�'.: ORDERTAICENBX. . 216020 1 Quote Not Ordered MIKES IOBJVALvJE_` ...::_: :.. . CUSTOMERYOtF, . TERMS, " .:. ;: CARRIER LIlVE#DESCRIPTION."•. .`(.: QUANTITY . UNLTPRICE< .:. .EXTENDEDTRICE , l 100-1 "UNIT*200 Operating/Double Hung(2 LKs)•- 10 $238.00 $2,379.95 J-Channel *CALL SIZE*2-8 X 4-10 -- -- -- -- *OVERALL MANUFACTURED SIZE*33 12 X 60 I/2 OVERALL ROUGH OPENING"34 X 61 "FRAME COLOR*White h "ALUMINUM REINFORCING*Horizontal Only S . *SCREEN"Full Screen,Fiberglass Screen +JAMB*6 9/16"Primed Extension Jambs **ROW L.*w "GLASS *ST Energy Star(U:0.29/SHG:0.29); , ME Tag: 28410 VIEWED FROM EXTERIOR :QUANTITY,':..ONIT'PRICE`, EXTENDED,PRICE 200-1 'UNIT*200 Operating/Double Hung(2 LKs)- 2 $157.83 $315.67 J-Channel *CALL SIZE*2.0 X 2-10 *OVERALL MANUFACTURED SIZE*25 12 X 36 1/2 "OVERALL ROUGH OPENING*26 X 37 "FRAME COLOR*White 2 "ALUMINUM REINFORCING*Horizontal Only "SCREEN*Full Screen,Fiberglass Screen *JAMB*6 9/16"Primed Extension Jambs *R ROW 1: ** *GLASS* ST Energy Star(U:0.29/SHG:0.29); Tag: 20210 VIEWED FROM EXTERIOR PROJECT' :'QUO CE SUB-TOTAL; $2,695.62 JOHN HUGHES JOHN HUGHES LA$OR $0.00 Comments: FREIGHT, $0.00 SALES TAX:. $0.00 Disclaimer: TOTAL: $2,695.62 CUSTOMER QUOTE TERMS • Price is Verified For 60 Days From Date Quoted Price is Subject to Review and Final Acceptance by Dealer Print Date: 11/3/2014 1:52:17 PM Original Quote Creation Date: 11/3/2014 Page 1 Of 2 l /l # E09Bd6L815' Wd90 £O bI-EO-II I00'd £099Z6L9LS OL:51 bIOzl£0lLL awllfa;epXH