Loading...
2008-662 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE 0- -F OCCUPANCY Permit Number. P20080662 Date Issued: Friday, May 21, 2010 This is to certify that work requested to be done as shown by Permit Number P20080662 has been completed. Location: 2 HIGHVIEW Rd Tax Map Number. 523400-239-015-0001-019-000-0000 Owner. MATTHEW EMMENS Applicant: MATTHEW EMMENS This structure maybe occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Porch ftjjtWlk&Ccate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. -!'-Z �2 � Check Residential Plan Review: One& Two Family Dwellings YIN/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 50 Ground Snow Load Sleeping Areas and Attics 30 psf 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)min. 44"Max.Hei t ab esr ential Check Paperwork Compliance&Inspectors Checklist: Dampproo mg/Waterproofing Materials On 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 and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls PlatfornmAt Exterior Doo Stairway Headroom 6' 8'All Stairs 36"Width Run and Rise an se Spiral Not Allowed From 2 tory Smoke Detectors Battery Backup and Proper Location ,Q- Bathroom Fixtures Proper Clearance Hall Width, 36"min. Handrails More Than Four Risers On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety azing Garage Fire Separation Garage Floor Sloped Attic Access 00 over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Car on onoxide Detector Outside Lowest Sleeping Area, On Every Level& SoifTe—sTResults,if required Septic To Well Or Water Line Separation All Paperwork Signed TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080662 Application Number. A20080662 Tax Map No: 523400-239-015-0001-019-000-0000 Permission is hereby granted to: MATTHEW EMMENS For property located at: 2 HIGHVIEW Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: MATTHEW EMMENS 4080 HOWELL Rd Fireplace MALVERN, PA 19355-8697 Garage Attached Porch Residential Alteration $1,500,000.00 Total Value $1,500,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-662 5572 sq ft residential alteration 260 sq ft porch 880 sq ft garage & 1 fireplace $685.20 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,January 22,2010 (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 'I(own of ee u� r ,January 22, 2009 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ;... ....................�/_... OFFICE USE ONLY........................ ,A TAX MAP N PERMIT NO.. 10 FEES: PE tzo RECREATION ENGINEERING '(If applicable) % " �1p(, � �� PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: ("'re ,`l)�' 1r`1,� uW, OWNER: L1 `l?.-N Emmft5 ADDRESS: .. -4 6 ADDRESS: 40?0 t-tow 1liza PHONE NOS. PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: t C)eaill PHONE: LOCATION OF PROPERTY: HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? W YES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPRO#��� PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT ZO p APPLY TO YOUR Z �_- w O d PROJECT O � OJ H w- C J 0 = _ W - u- -jIL w Q � U 09 Z Q Q c- N (0 O U- O ILL IL 2 06 SINGLE FAMILY aaao- ao t MULTI-FAMILY I (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) � � ��� (' AD IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: Il. '01IM©7/y4n FUEL TYPE: HEAT TYPE:' t *HOW MANY FIREPLACE(S):___L__AND/OR WOODSTOVES(S): ZONING CATEGORY: `- ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE?_ &1 0 PROPOSED USE OF BUILDING OR ADDITION: ` *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office Town of Queenshury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? NO ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that he application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree t he above. Signed 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) Permission is hereby granted to the above This application / 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: ; o BUILDING &CODES APPROVAL ; ZONING APPROVAL DATE DATE 10 :.............:....... ..._.......... ... QUESTIONS? CALL 761-8256 OR EMAIL codesCa)_gueens bury.net Office Use On!y VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: %<; Town of Queensbut ll a Commutrity Development Office • 742 Bay Road, Queensbuty, NY 12804 _.i..; +_�__________________, OFFICE USE ONLY PROJECT NAME: E m`Vy\e n e2 STAFF INITIALS: BUILDING PERMIT SUBMISSION ; DATE: CHECKLIST FOR: '_____ SINGLE FAMILY DWELLING 1. Building Permit Application Completed? YES NO N /A ...... ___. .__.... _ _.___....... _ _ ____ _ ..._ .__._ _ .........._............ I 2 Energy Form or CheckMate Energy Code Compliance Forms Complete? (2-copies) . 3 Energy Code Inspector's Report from Checkmate Program? (2-copies) ;. _. ... ................ _ 4 Septic application completely filled out? (if applicable) :____.._...__.,..._...____......_..._..__-..............._.._....._.......__._..............................._..........__.._ _-............................ .-_... ... ........................_ .................. 5. Electrical Inspection Form complete? 6. Two (2) sets of the plans each of the following: AYES NO N /A a. Floor plans (s)? = `m b. Foundation plan? G-..- _... . ....... .. ...... .. ..__._ _ _ ....... ...... ........ ........._.......... ....- _. ___ ... .. ... c. Cross sections (s)? . d. Elevations? e. Window and door schedule? f. Natural Light, Ventilation and Emergency Egress Requirements? ........... ------ -- _. _._. ._.._._.... - __._ --, g. Plans signed and sealed by registered architect or E E engineer?.._.-_._..._.__.._.__..._..__........................._.._--.._._._._...._._....._.... _.............._.......__..._.___..._.. 1..................._......__...........-... I Two (2) site plans showing location of the structure to be 7 built, location of well or water lines, location of septic system or sewer line? ..__...._ . .._..- _. _.._ _... 8. Setbacks from property lines to new structure? __..............__............_...._................_...._..............._..............__._..._._..._._..___.._:........___............_............._,_....._.__.............._......__............_.......-....... Setbacks to neighboring wells and septic systems, 8' including o ................_._....... _._._ .. .. ._ .._..._ _ ......_._ _ _ _. 9. I Driveway Permit? nJ i 1 P Town of Queensbury • Community Development Office • 742 Bay Road, Qieensbury, NY 12804 B 12-LTR 11-05 Queensbury Building & Code Enforcement esidential Final inspection Offibe No. (618)761-8256 Arrive: am/pm Depart am/PM Date Inspection request received: Inspector's Initials: NAME: I� PERMIT#: �� LOCATION: DATE: TYPE OF STRUCTURE: Comments: N A 4" Building Number Address visible from road Chimrw ey Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbina Vent through roof minimum 6 inches ol- Roof Complete/Exterior Finish Complete Platform at all exterior doors VIA Handrail 4 or more risers Guards at stairs decks tios more than 30 inches above grade Guard at stairwell at 34 inches or more -� Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wail Interior/Exterlor Railings 34 inches to 38 incim Deck gMcIN I Handica Ramp Compliant L `" Grade away from foundation 6 Inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed I regulator 18 inches above grade Interior pr Lvaq/trim/doors/main entrance 36 inches r Bathroom/Kitchen waterfi ht Ate_ Safety I /Wbbow in stairwells safety gwm-g Interior Smoke Md . arbon M oxid Detectors ` _ Every level: BedOutside every bedro :Inter Connected: atts backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access 1 sci.1-150 N.ft.vents -- Bathroom Fans,if no window -Plumbing fixtures Foundation insulation/Insulation Certification Floor truss draft stoppiEg finished basement 1,000 sq.ft. Emer gency egress below grade Gas Furnace shut-off within 30 feet or within fine of site Oil Furnace shut-off at entrance to fumace area FumaceMot Water Heater operating Low water shut-off boiler Relief Valves instaNed/beat Trap/Water Temp 110 Enclosed Stairs Shestrock underside minimum%*G sum Basement stairs dosed rise>4 inches Garage Floor Pitched Garagp fireproofing/%hour fire door/door closer Dud work Sealed properly V Gas Logo in Seated or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flevk Gas Pii Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes FormslBuilding&Codesllnspecdon FormsWesidenbal Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Queensbury Building.& Code Enforcement - ' esidential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: _ Comments: Yes No N/A ,V Building Number Address visible from road Chimney,Height/V Vent/Direct Vent Location Fresh Air Intake t 3 inch Plumbing Vent through roof minimum 6 inches Roof Complate/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck porches 36 inches or more V, Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Brad /Handicapp9d Ramp Compliant t, Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches n ,� Bathroom/Kitchen watertight -- SRft glazing/Wipflow in stairwells safety gi Interior Smoke ectors I arbon M o ' electors � ^ Every level: Ev ry Bed Outside every MZ Bere Inter Connected:d: Btt badcu Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbina factures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emernency earess below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 VA Enclosed Stairs Sheetrock Underside minimum IN Gypsum Basement stairs dosed rise>4 inches Garaae Floor Pltdhed Gara a fireproofing/%hour fire door/door closer Duct work Sealed pEoperly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Are fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Ins 'on Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 1 Temporary/Permanent LABuilding&Codes FormslBuilding&Codes\lnspec ion FormsWesidential Final Inspection Forrn_revised_100405.doc;Revised January 7,2008; Revised 8/2601 JARRETT Engineers, PLLC Civil&F,rrvironmen421 Engineering May 19,2010 Craig Brown,Zoning Administrator Town of Queensbury Building&Codes 742 Bay Road Queensbury,NY 12804 Re: Emmens Property JE 07-016 Dear Craig, JARRETT Engineers, PLLC visited the site numerous times during construction of the Emmens wastewater and stormwater systems for property located at 2 Highview Road m the Town of Queensbury. Based on our observations we believe the systems have been installed essentially in accordance with the Town approved plans with the following exceptions: 1. Wastewater leaching system modifications, as discussed with Dave Hatin. Updated wastewater plans were filed with the Building Department. 2. The originally anticipated reuse of the preexisting wastewater pumping system was abandoned in favor of a new pumping station. If you have any questions do not hesitate to contact us at 792-2907. Sincerely, JARRETT Engineers, PLLC H. omas Jarrett, P.E. Principal Copies: Bill Dean,Creative Construction F-DataRkI2007 Projects0007 Resid107-016 Creative ConsA07-016 EmmenslCorrespk&nt ItemsW7016 100519 Emmens Cert Ltr.doc 12 East Washington Street 518-792-2907 Glens Falls, NY 12801 Fax 798-1864 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: LOCATION: PERMIT#: `l e (02 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community v Development. Upon review the surve been: ( b Brown,Zoning Administrator Notes: L:\.SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc z -j o J MAP REFERENCE: o w MAP OF A SURVEY MADE FOR z Q ANTHONY MALATINO LEGEND: 0 3 W DATED: OCTOBER 28, 1993 Q o IPF= IRON PIPE FOUND BY. VAN DUSEN& STEVES O CIRF= CAPPED IRON ROD FOUND v� 3 o /BF= IRON BAR FOUND Co � � _ MAP PREPARED FOR ElC.M. _CONCRETE MONUMENT Q DR. WILLIAM M. MCCARTY � S.M.- STONE MONUMENT o 3 DATED: JULY 29, 1968 O IRS = IRON ROD SET/i'O BE SET REVISED:JANUARY 22, 1970 O o N.S. = NAIL SET/TO BE SET o 0 o W BY. HOFFMAN ENGINEERS & SURVEYORS = UTILITY POLE Q = WELL ^ ^ � o et N Z i e S88041'33"E F j -L�� gg CAF 115.35' 5 t \\ FOR E LAKE ELEVATION=319.68' i' 210"t ALONG SHORELINE c 20 WIDE RIGHT-OF-WAY \/ i , \� �d C 4' CLAY PIPE �� i. •�,� \ aD'i W LANDS N/F OF / �, s> `� `�, oo r" cr�F ANTHONY & MARCI JACKSON 1355 198 /;%'� ./ 41 co ls� G AREA j 42,269 sq, ft. t \ 000 � 0.97 acres t sEPnc O � rANTANK�N. / ! / PANE ` 0 ELEC. N U° , ram' y ' 4 $ N METER Q CBWill Y � ❑ G.M. 0) PRI ER PUMP / N ® 8•DIP ❑ `� ���iiii p PP vP+ ce S \ PUMP HOUSE /i z.oa i 0-- — — — ' �,�-- 142.67 \ % g x % N84°5.?'22-W �' '' d(' 9't\ alp' t >za � Cl `.� 06.�4% I 42 • a �y� 1 mod\ p rn V 1 / ys' Co • CQ o 0 Av�• BO;A 20 z b 4� LANDS N/F OF C s. ELWYN SEELYE z A � Cr � Y m acc 01 � Co . ko DWw APRL 4 2W Scots T-20' S- 1 SHEET 1 OF 1 D1273 DWG. NO. 873G5 239.15-1.1913-1-21 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No....0..�,f . ...Z. xert. N© 1017 0 Cut-in Card No..................................... Dwner................... �.1.&� �/ .. ......................................................................................................�.`....r Location..r�.....!D�.l���f5{ .../`. t............................................. .Clt...r........... Installation Consisting ,PLC.....;f �> L T ! ' ................... .. ...........................................................................................................................................................................I....... InstalledBy....... !..................................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is :ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if its -ules are violated,the Company shall have the right to r oke tb�i ificatee..;_`�j Date . ....................... INSPECTOR...... .:......... ........................................................................ Member N.F.P.A.,I.A.E.I. 1f ` Septic Inspection Report Office No. (518) 761-8256 Date Inspecti n r_Quest received: Queensbury Building&Code Enforcement Arrive:/ ' aim epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: r1(k�k()IVY PERMIT NO.: LOCATION: _, AL& V iC-' INSPECT ON: ! RECHECK: Comments and or d- Soil Type: Sand/ oam Type of Water: Municip a ell Water Waterline se ara 1 ance ft. Well separation distance ft. Other wells: ft. 61 S c�? [ L C Well Casing Length 50' + / - Y N_N/A Absorption Field: Total length ft. Length of each trench Depth of trenches ft. Size of Stone ,v e-DZ4En6 �v Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank / Tank to Distribution Boxy✓ Distribution Box to Field Pit A Opening Sealed: N End Cap N Inlet/Outlet Pipes&Baffles Y N Location Separations �-- —G Foundation to tank Foundation to absorption ft. J,t% 1 j� G�I ®�•� Separation of Pits —ft.// t Conforms as r Plot Plan V Y En ineer Report and As-Built Y N Location of System on Properly: Front Rear Left Side Right Side Middle Front Middle Rear Sv tgm Use Status: pproved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised ()6/18107 U\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p Depart:�/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ' v NAME: w " " PERMIT NO.: 2- LOCATION: INSPECT ON: _ RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay Type of Water: Municipal Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + - Y N N/A:::] Absorption Field: Total length A ft. Length of each trench Depth of trenches ft. -Z 1. " Size of Stone #V - Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y N � " End Cap Y N Inlet/Outlet Pipes&Baffles Y Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y j N Location of Syste on operty: Front Rea Left Side Right Side Middle Front Middle Rear System Use S A roved artiaa A v d and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-01.1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc 3 ---A L) Rough Plumbing / insulation 1 pection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:�am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials:/'l NAME: PERMIT #: OE- 67 LOCATION: f' V' INSPECT ON: TYPE OF STRUCTU E: 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/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 P.81.I fo 15 minutes Insulation/ idential Check/Commercial Check ,Tyvek 900vilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: f1z— 64.,�r� — f`� Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 1-3 f�, C/� � Rough Plumbing / Insulation Inspec ' n Report Office No. (518) 761-8256 Date Inspection nest received: Queensbury Building & Code Enforcement Arrive: •0.l1im- art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspectors Initials. NAME: PERMIT #: _ LOCATION: 2 INSPECT ON: - TYPE OF STRUCTURE: 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/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above h' hest connection for 15 minutes Pressure Test Water Supply Piping ..-501P S.I fir 15 minutes j 5� InsulatioU Residential Check/Commercial Check Similar Exterior Sealant Proper Vent, Attic VwA Door/Window§41 tjW Insulation Duct/Hot Water FlIft.knulation If required urg Combustion Air S 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 7- 4ez Rough Plumbing / Insulation Iv pection Report Office No. (518) 761-8256 Date Ins ioFis nest received: Queensbury Building &Code Enforcement Arrive: p {� am/pm 742 Bay Road, Queensbury, NY 12804 Insp is NAME: `%`l1 -= S PERMIT #: r LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent I 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 Air/Head _ ^_ for 15 minute Insulation/Resi -ww*/Commercial Check Similar Sealant Proper Vent, Ate; Door/Window sulation Duct/Hot Wader ' n If required un Combustion Air S 5=umam Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, nevised February 15,2005, revised January 7,2008 9"-I� Rough Plumbing 1 Insulati n Inspe tion Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: 742 Bay Road, Queensbury, NY 12804 Ins is _y Initials: NAME: Ery)Nw S PERMIT #: � [ LOCATION: INSPECT ON: 2 �-, lU TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cieanout 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 50 P.S.1 fo 15 minutes Insulation I esidentiai Check/Commercial Check T ek milar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct I Hot Water Piping Insulation If required unheated Epaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: ' j �� cj i C Rough Plumbing Insuiation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 07 "vrs6'�'(ce Rough Plumbing / Insulation Inspects Deport Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: Ji�f-joam/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 4 --ems—S PERMIT #: , LOCATION: INSPECT ON: TYPE OF STRUCTURE: ^C��� Y N NIA Ruh Plumbing JAM Plates MuMbing WW 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 Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive:�am/pm Depart: 9 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: 2.- LOCATION: INSPECT ON: TYPE OF STRUCTURE: N N/A Rough Plumbing /Nail Plates Plumbing Vent I Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cieanout every 100 feet/chan a of direction Pressure Test Drain/Vent Air/Head 5 P.S.1. or 10 ft. above highest connection for 15 minutes caesura Test Water Supply Piping Air/Head 50 P.S.1 for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 16,2006, revised January 7,2008 Rough Plumbing / Insulation Inspecti Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: �am/pm Depart: cm/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: � 08 NAME: w S PERMIT#: LOCATION: r' Vt INSPECT ON: TYPE OF STRUCTURE: 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/change of direction Pressure Test r� Drain/Vent , Air/Head ' 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test . Water Supply Piping I S.I tOr 15 minutes , Insulation i Residential Check/Commercial Check > -TyvakmrOimilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENT tj Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation In ection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart' am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: F"M PERMIT#: "/ —��� LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cieanout 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 0 P.S.1 fox 15 minutes Insulation/Ikesidential Check/Commercial Check ek or milar Exterior Sealant Proo&r Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape �Vl COMMENTS; � t' -�. — �` ^�-- C � l�L ?I�S — � ' ►-1- Rough Numbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 oFramin / FirestoPPin nsP i /Weepo Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: 3 "am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: -f INSPECT ON: f I 7 1 1 REL TYPE OF STRUCTURE: Y jj N/A COMMENTS: Framing Attic Access 220 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 gagge 8 16D nails each sick 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 cav' min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceilin II Windows Habitable Space J Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuii N&Codes FOMWOLDrBuiiding&Codeslinspectbn Fonsw wing F'ndopphv inepedion Report.doc Revised January 7,2000 Rough Plum&ing nsulation Inspect n Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Departs;2e am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: I=1,,-) NAME: PERMIT#: // I _Z Z' LOCATION; ,T INSPECT ON: TYPE OF STRUCTURE: ' Y IN. NIA bin /Nail Plates Plumbing Vent/Vents in Place 1 %' minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pgmmur #Test rain/*►/ent �} .--� ("ead � 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Su for Furnace Duct work sealed properly/No duct to COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003,revised February 15,2005, revised January 7,2008 �- lyre Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ m Depart:'am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's InitialVI NAME: PERMIT#: LOCATION: rl INSPECT ON: TYPE OF STRUCTURE: CMMjW Y N N Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing o n oofing Footing Drain ylight or Sump Fo6ttffg715iain 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:\Buiiding&Codes Fonms\Buiiding&Codesunspecbon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM f Foundation Inspection Report Office No.(518)761-8256 Date Inspecltio uest received: Queensbury Building&Code Enforcement Arrive: Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto s Initials: NAME: PERMIT#: LOCATION: INSPECT ON. TYPE OF STRUCTURE: CoMments Y NA Footings Piers o 'c Slab Reinforce ent in Place ntractor 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&CodesunspeCion Forms\FDundation InspeWon Report.doc Last printed 12/20/2005 9:24:00 AM 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 Initials: NAME: e � PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments ' Y N NA Footings 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 5 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\lnspection Forms\Foundatlon Inspection Report.doc Last printer! 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: am/pm Depart m/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: (TTVJ NAME: ►^ PERMIT#: Z LOCATION: INSPECT ON: TYPE OF STRUCz Co menu Y N NA Footings ears ethic 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 Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. U\Building&Codes Forms\Building&CodeAinspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ �� am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: G'�lr�,, ,,.to �J"J PERMIT #: 6-: LOCATION:_ atc.&4dlo TZo INSPECT ON: 7 2.3 TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size WAshin Machine Drain 2 inch minimum anout every 100 feet change of direction ressure Test Drain / Vent k), J 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 Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whitinouilding&CodesUnspection Forms112ough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Foundation Inspection Report Office No.(518)761-8256 Date Inspection ne uest received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect t als: NAME: . ©�l: PERMIT#: LOCATION: INSPECT ON: 7 �3 O — 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 Footing Dowels or Keyway in place F undation Dampproofmg Foundation W/Apnf F6bfng F ting Dayli or Sump ooting Drai Sto 12 inch width 6 inches above footing 6 mil poly for wet areas under slab �06kfill Approval Plumbing Under Slab PVC ast/Copper Teo 6 Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection FormsVoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspectio r�uest received: Queensbury Building&Code Enforcement Arrive: am/ j / Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect r i als: NAME: 6kL,V'_0 N 5 PERMIT#: LOCATION: �kZ' AVLc&j v_D INSPECT ON: -7 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab �Q Reinforcement in Place 1`- 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 (� 7` Reinforcement in Place Footing Dowels or Keyway in place ,Ftundation Dampproofmg unda*on 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:\Bullding&Codes Forms\Building&Codes\Inspecdon Fortes\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report 1 Office No.(518)761-8256 Date Ins west received: Queensbury Building&Code Enforcement Arrive. �I� am/pn� part: /pm 742 Bay Rd.,Queensbury,NY 12804 Inspec or's Initials:��---✓✓ NAME: nJ ' PERMIT#: LOCATION: t E INSPECT ON: _ 7'a j TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for QsF� providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wal1pour Reinforcement in Place Doting Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump noting 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\lnspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /—J *"-"7 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart_�}n am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's lnitials� � .L� NAME: PERMIT#: LOCATION: INSPECT 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 Footing Dowels or Keyway in place Foundation Dam roofing 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 11� �- -"-1 ti-, Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: r ZnVpm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 1-4 � G NAME: M�''')��-5 PERMIT LOCATION: -----INSPECT ON: TYPE OF STRUCTURE: COMMOb Y N N/A ootings Z 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 � i 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:\Buiiding&Codes Forms\Buiiding&Codes\lnspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 16) -lz 1A- A10111*1d7- 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 Initials: 1� NAME: �Yhl1'► PERMIT#: 0$ �� LOCATION: INSPECT ON: TYPE OF STRUC Commenb 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. s o se on site. Foundation/Wallpour Rein o en m ace Z Footing Dowels or Keyway in place d �� kA 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 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins r4est received: Queensbury Building&Code Enforcement Arrive: 5 am/P Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:-Jf NAME: �Y Wt PERMIT#: LOCATION: INSPECT 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-offh C' e concrete. �-�Maien`kkfor this purpose on site. Foundation/ allpour Re orcement 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\Buiiding&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 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 Initials: 1� NAME: �h'\.1�� PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUC _ Comm n 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 12/20/2005 9:24:00 AM - f l � SITE DEVELOPMENT DATA Proposed Area / Type Existing sq. ft. Addition Total sq. ft. sq.ft. A. Building Footprint 3 q �j'j 0 B. Detached Goroge14 / ' C. Accessory Structures) D. Paved, grave or other hard surfaced area E. Porches / Decks ` 0-7 F. Other N k N LA- G. /+Total Non-Permeable (Add A-F) r H. Parcel Area (43,560 sq. ft./acre; ` 1+ 25 I'sr. 1. Percentage of Impermeable Area of Site G 12,2� .4,b84� • �,Z� t-C SETBACK REQUIREMENTS Area Required Existing Proposed Front (1) 15�00 ' •2 ' Front (2) WA N/A Shoreline Iry 2 ',4,`t 2 '•6" Side Yard (1) 417 , Side Yard (2) Rear Yard (1 I A N LHeight(max) (2) NA ,A N A idor �/� ax)ility � �ingcesei:sbur� • Zoning Office • _=2 S.a. Ro:d • Queensbur�•, NV l3$04 • 3:ls %bi-ti?38 i21 FLOOR AREA RATIO WORKSHEET Floor Area Ratio (FAR) is the relationship of building site to lot size dividing the total building square footage by the lot size in square feet,yielding a percentage. The applicable ratios are as follows: Zoning District Symbol Floor Area Ratio(FAR) Waterfront Residential WR-3A 0.22 WR-1 A 0.22 Professional Office PO 0.3 Highway Commercial Moderate HC-Mod 0.3 Highway Commercial Intensive HC-Int 0.3 Neighborhood Commercialy NC-IA .22 NC-10 .22 Commerciollnoustriai i CI-IA 0.3 Light Industrial Ll 0.3 Heavy Industry HI 0.3 Enclosed Shopping Center ESC-21A See Zoning Administrator Building square footage includes all floors of the primary structure,covered porches,and basements that may be suitable for living space. Detached storage buildings greater than 100 sq.ft. and detached garages are included in the FAR talc..lations. Building square footage does not include: open decks,docks and that portion of covered docks extending over the water,and one shed 100 sq. ft. or less. All additional sheds are included ;n the FAR calculations. Existing Area Proposed Area Area Type (sq.ft.) (sq_ft.) Primary Structure First Floor 43 Iq7 Second Floor -- —~ Basement (living space) Covered or enclosed porches Covered docks •-- --- Guest House ^ Apartment -^ Detached Garage(s) (— Shed (1 shed 100 sq. ft_or less exempt) Covered Dock or Boathouse (portion on land) Other (describe) A: Lot area: Acres x 43,560 To B. Total Allowable Floor Area = A x (see-ot)(e for:al.:e; 2 eW use C. Existing Floor Area;Total from above lines ?� D. Remaining Area: potentially developable = 3 minus C E. Proposed Area of Construction tiOTE' f:is larger-"ate 0. a variance orrev�Vc- Z.;a^^toy be needed. Please cons):* wits' Staff. Q Tawr.of Q'.:crnsbun-- Zoning Office- T__ Bay Road Queensbur}•, NY 12804 • 518-761-8238 13 2- -// 7kv Foundation Inspection Report Office No.(518)761-8256 Date InspectioneS=PECT PON—: �t,,Queensbury Building&Code Enforcement Arrive: � p742 Bay Rd.,Queensbury,NY 12804 Inspectors InitNAME:LOCATION: -- TYPE OF STRU J-Ad- V Comments Y N N/A Footings Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from fi eezing for 48 hours following the placement of the concrete. Materials for this purpose on site. V ��t 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 12/20/2005 9:24:00 AM NotiMahonef / Tnc. P.O. BOX 767 GLENS FALLS,NEW YORK 12801 �/ Plus 518/793-7788 FAX:518/793-0602 INSPECTION COMPLETION DATE {9//0 CUSTOMER: �0 9TW Z,,O }r� ��Z ►.1` ADDRESS: lC�� 'm-w i U , �t� �► s�,o►II , t1 .� THE FOLLOWING FIRE ALARM DEVICES WERE TESTED DURING OUR INSPECTION OF THE ALARM SYSTEM: FIRE ALARM CONTROL BATTERIES FIRE ALARM CONTROL CHARGE CIRCUIT SMOKE DETECTORS HEAT DETECTORS MANUAL PULL STATIONS HORN STROBES DUCT SMOKE DETECTORS STROBE DEVICES x FIRE DOORS OTHER: TRANSMISSION TO CENTRAL STATION r AT THE TIME OF THIS INSPECTION, THE SYSTEM WAS FOUND TO BE IN OPERATING ORDER. DATE: INSPECT j� U4 DATE: r CUSTOMER" REScheck Software Version 4.2.0 Compliance Certificate Project Title: Emmens Residence Energy Code: 2000 IECC Location: Lake George, New York Construction Type: Single Family Glazing Area Percentage: 26% Heating Degree Days: 7377 Construction Site: Owner/Agent: Designer/Contractor: 2 Highview Road Matthew Emmens Gabriel Hodge Queensbury,NY 12845 2 Highview Road Balzer Hodge Tuck Architecture,PLLC Queensbury,NY 12845 468 Broadway Saratoga Springs,NY 12866 (518)580-8818 ghodge@bhtarch.com ComplianGe:Passes Compliance:18.4%Better Than Code Maximum UA:1106 Your UA:902 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 1875 38.0 0.0 51 Ceiling 2:Flat Ceiling or Scissor Truss 1385 38.0 0.0 42 Wall 1:Wood Frame, 16"o.c. 5098 21.0 0.0 213 Window A:Wood Frame:Double Pane with Low-E 88 0.310 27 Window B:Wood Frame:Double Pane with Low-E 81 0.310 25 Window C:Wood Frame:Double Pane with Low-E 45 0.310 14 Window D:Wood Frame:Double Pane with Low-E 24 0.310 7 Window E:Wood Frame:Double Pane with Low-E 16 0.310 5 Window F:Wood Frame:Double Pane with Low-E 4 0.310 1 Window G:Wood Frame:Double Pane with Low-E 109 0.290 32 Window H:Wood Frame:Double Pane with Low-E 71 0.290 21 Window I:Wood Frame:Double Pane with Low-E 35 0.290 10 Window J:Wood Frame:Double Pane with Low-E 16 0.290 5 Window K:Wood Frame:Double Pane with Low-E 25 0.290 7 Window L:Wood Frame:Double Pane with Low-E 28 0.310 9 Window M:Wood Frame:Double Pane with Low-E 49 0.310 15 Window N:Wood Frame:Double Pane with Low-E 65 0.310 20 Window O:Wood Frame:Double Pane with Low-E 26 0.290 8 Window P:Wood Frame:Double Pane with Low-E 29 0.290 8 Window Q:Wood Frame:Double Pane with Low-E 12 0.310 4 Window R:Wood Frame:Double Pane with Low-E 6 0.290 2 Window S:Wood Frame:Double Pane with Low-E 37 0.310 11 Window T:Wood Frame:Double Pane with Low-E 48 0.290 14 Window U:Wood Frame:Double Pane with Low-E 51 0.290 15 Window V:Wood Frame:Double Pane with Low-E 25 0.310 8 Window W:Wood Frame:Double Pane with Low-E 9 0.290 3 Window X:Wood Frame:Double Pane with Low-E 20 0.290 6 Window Y:Wood Frame:Double Pane with Low-E 32 0.310 10 Window Z:Wood Frame:Double Pane with Low-E 9 0.290 3 Window ZA:Wood Frame:Double Pane with Low-E 85 0.310 26 Window ZB:Wood Frame:Double Pane with Low-E 97 0.340 33 Project Title: Emmens Residence Report date: 01/02/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence.rck Page 1 of 8 Door A:Glass 20 0.330 7 Door C:Glass 18 0.330 6 Door F:Glass 20 0.330 7 Door K:Solid 21 0.240 5 Door L:Glass 25 0.330 8 Door O:Glass 19 0.330 6 Door P:Solid 29 0.240 7 Door Q:Glass 19 0.330 6 Door R:Glass 43 0.330 14 Basement Wall 1:Solid Concrete or Masonry 1352 0.0 12.4 101 Wall height:9.0' Depth below grade:8.0' Insulation depth:4.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1593 38.0 0.0 41 Floor 2:All-Wood Joist/Truss:Over Outside Air 231 38.0 0.0 6 Crawl 1:Solid Concrete or Masonry 578 0.0 12.4 33 Wall height:4.0' Depth below grade:4.0' Insulation depth:4.0' Inside below-grade depth:3.0' Boiler 1:Gas-Fired Steam 90 AFUE Air Conditioner 1:Electric Central Air 14 SEER 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 2000 IECC requirements in REScheck Version 4.2.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. C-r7A'5F-W-(- favc-�� �I�tiK j��cTAl c -I- Zoo Name-Title Si ure Date Project Notes: Home remodel and partial reconstruction. Project Title: Emmens Residence Report date: 01/02/09 Data filename:PAPROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence.rck Page 2 of 8 CREScheck Software Version 4.2.0 NJ( Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,9.0'ht/8.0'bg/4.0'insul,R-12.4 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ Window A:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window B:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window C:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window D:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window E:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window F:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window G:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title: Emmens Residence Report date: 01/02/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence.rck Page 3 of 8 ❑ Window H:Wood Frame:Double Pane with Low-E,U-factor:O'.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window I:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window J:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window K:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window L:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window M:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window N:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window O:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window P:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window Q:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window R:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window S:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window T:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: Project Title: Emmens Residence Report date: 01/02/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence.rck Page 4 of 8 #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window U:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window V:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window W:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window X:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window Y:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window Z:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window ZA:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window ZB:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door A:Glass,U-factor:0.330 Comments: ❑ Door C:Glass,U-factor:0.330 Comments: ❑ Door F:Glass,U-factor:0.330 Comments: ❑ Door K:Solid,U-factor:0.240 Comments: ❑ Door L:Glass,U-factor:0.330 Comments: ❑ Door O:Glass,U-factor:0.330 Comments: ❑ Door P:Solid,U-factor:0.240 Comments: Project Title: Emmens Residence Report date: 01/02/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence.rck Page 5 of 8 ❑ Door Q:Glass,U-factor:0.330 Comments: ❑ Door R:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: ❑ Floor 2:All-Wood Joist/Truss:Over Outside Air,R-38.0 cavity insulation Comments: Crawl Space Walls: ❑ Crawl 1:Solid Concrete or Masonry,4.0'ht/4.0'bg/4.0'ext.insul/3.0'inside bg depth,R-12.4 continuous insulation Comments: Applies to walls of unventilated crawl spaces. Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: ❑ Boiler 1:Gas-Fired Steam:90 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 14 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ 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 and cooling equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-8.0. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: ❑ Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Project Title: Emmens Residence Report date:01/02/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence.rck Page 6 of 8 Ll Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: El All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: Ll HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Emmens Residence Report date:01/02/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence.rck Page 7 of 8 Table 1:Minimum Insulation Thickness for Circulating Plot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Emmens Residence Report date:01/02/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence.rck Page 8 of 8 R � REScheck Software Version 4.2.1 Compliance Certificate Project Title: Emmens Residence Energy Code: 2007 New York Energy Conservation JUN 18 t009 Construction Code Location: Albany County, New York Construction Type: Detached 1 or 2 Family TOWN OF QUEENS13URY Heating Type: Non-Electric BUILDING &CODES Glazing Area Percentage: 26% Heating Degree Days: 6894 Construction Site: Owner/Agent: Designer/Contractor: 2 Highview Road Matthew Emmens Gabriel Hodge Queensbury,NY 12845 2 Highview Road Balzer Hodge Tuck Architecture,PLLC Queensbury,NY 12845 468 Broadway Saratoga Springs,NY 12866 (518)580-8818 ghodge@bhtarch.com Compliance: Compliance:19.9%Better Than Code Maximum UA:1107 Your UA:887 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D•. Perimeter U-Factor Ceiling 1;Cathedral Ceiling(no attic) 1875 38.0 0.0 51 Ceiling 2:Flat Ceiling or Scissor Truss 1385 38.0 0.0 42 Wall 1:Wood Frame,16"o.c. 5098 13.0 10.0 198 Window A:Wood Frame:Double Pane with Low-E 88 0.310 27 Window B:Wood Frame:Double Pane with Low-E 81 0.310 25 Window C:Wood Frame:Double Pane with Low-E 45 0.310 14 Window D:Wood Frame:Double Pane with Low-E 24 0.310 7 Window E:Wood Frame:Double Pane with Low-E 16 0.310 5 Window F:Wood Frame:Double Pane with Low-E 4 0.310 1 Window G:Wood Frame:Double Pane with Low-E 109 0.290 32 Window H:Wood Frame:Double Pane with Low-E 71 0.290 21 Window I:Wood Frame:Double Pane with Low-E 35 0.290 10 Window J:Wood Frame:Double Pane with Low-E 16 0.290 5 Window K:Wood Frame:Double Pane with Low-E 25 0.290 7 Window L:Wood Frame:Double Pane with Low-E 28 0.310 9 Window M:Wood Frame:Double Pane with Low-E 49 0.310 15 Window N:Wood Frame:Double Pane with Low-E 65 0.310 20 Window O:Wood Frame:Double Pane with Low-E 26 0.290 8 Window P:Wood Frame:Double Pane with Low-E 29 0.290 8 Window Q:Wood Frame:Double Pane with Low-E 12 0.310 4 Window R:Wood Frame:Double Pane with Low-E 6 0.290 2 Window S:Wood Frame:Double Pane with Low-E 37 0.310 11 Window T:Wood Frame:Double Pane with Low-E 48 0.290 14 Window U:Wood Frame:Double Pane with Low-E 51 0.290 15 Window V:Wood Frame:Double Pane with Low-E 25 0.310 8 Window W:Wood Frame:Double Pane with Low-E 9 0.290 3 Window X:Wood Frame:Double Pane with Low-E 20 0.290 6 Window Y:Wood Frame:Double Pane with Low-E 32 0.310 10 Window Z:Wood Frame:Double Pane with Low-E 9 0.290 3 Window ZA:Wood Frame:Double Pane with Low-E 85 0.310 26 Project Title: Emmens Residence Report date:05/27/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence 2x4 Window ZB:Wood Frame:Double Pane with Low-E 97 0.340 33 Door A:Glass 20 0.330 7 Door C:Glass 18 0.330 6 Door F:Glass 20 0.330 7 Door K:Solid 21 0.240 5 Door L:Glass 25 0.330 8 Door O:Glass 19 0.330 6 Door P:Solid 29 0.240 7 Door Q:Glass 19 0.330 6 Door R:Glass 43 0.330 14 Basement Wall 1:Solid Concrete or Masonry 1352 0.0 12.4 101 Wall height:9.0' Depth below grade:8.0' Insulation depth:4.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1593 38.0 0.0 41 Floor 2:All-Wood Joist/Truss:Over Outside Air 231 38.0 0.0 6 Crawl 1:Solid Concrete or Masonry 578 0.0 12.4 33 Wall height:4.0' Depth below grade:4.0' Insulation depth:4.0' Inside below-grade depth:3.0' Boiler 1:Gas-Fired Steam 90 AFUE Air Conditioner 1:Electric Central Air 14 SEER The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed thi page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are i compli ce with this Code. Cj"rL,I t�g,qd bG E A 5 21 - 1 Name-Title �.�� i at re D to Project Notes: Home remodel and partial reconstruction. Project Title: Emmens Residence Report date: 05/27/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence 2x4 REScheck Software Version 4.2.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity+R-10.0 continuous insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,9.0'ht/8.0'bg/4.0'insul,R-12.4 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ Window A:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window B:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window C:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window D:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window E:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window F:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window G:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: Project Title: Emmens Residence Report date: 05/27/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence 2x4 ❑ Window H:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: ' #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window I:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window J:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window K:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window L:Wood Frame:Double Pane with Low-E, U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window M:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window N:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window O:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window P:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window Q:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window R:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window S:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window T:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: Project Title: Emmens Residence Report date: 05/27/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence 2x4 a #Panes Frame Type Thermal Break? Yes No Comments: i ❑ Window U:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window V:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window W:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window X:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window Y:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window Z:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window ZA:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window ZB:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door A:Glass,U-factor:0.330 Comments: ❑ Door C:Glass,U-factor:0.330 Comments: ❑ Door F:Glass,U-factor:0.330 Comments: ❑ Door K:Solid,U-factor:0.240 Comments: ❑ Door L:Glass,U-factor:0.330 Comments: ❑ Door O:Glass,U-factor:0.330 Comments: ❑ Door P:Solid,U-factor:0.240 Comments: Project Title: Emmens Residence Report date: 05/27/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence 2x4 ❑ Door Q:Glass,U-factor:0.330 - Comments: ' ❑ Door R:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: ❑ Floor 2:All-Wood Joist/Truss:Over Outside Air,R-38.0 cavity insulation Comments: Crawl Space Walls: ❑ Crawl 1:Solid Concrete or Masonry,4.0'ht/4.0'bg/4.0'ext.insul/3.0'inside bg depth,R-12.4 continuous insulation Comments: Applies to walls of unventilated crawl spaces. Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: ❑ Boiler 1:Gas-Fired Steam:90 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 14 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Lj Materials and equipment are identified so that compliance can be determined. ❑ 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 and cooling equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts in unconditioned spaces are insulated to at least R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters exist for each dwelling unit. Project Title: Emmens Residence Report date: 05/27/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence 2x4 4 Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depietable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Emmens Residence Report date:05/27/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence 2x4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Y Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water. Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Emmens Residence Report date:05/27/09 Data filename:P:\PROJECTS\BHTA 2007\0708_Emmens Residence\Dwgs\REScheck 4.2.0\Emmens Residence 2x4 walls.rck Page 8 of 8