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2007-721 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070721 Application Number. A20070721 Tax Map No: 523400-290-017-0002-026-000-0000 Permission is hereby granted to: AMEDORE LAND DEVELOPERS LLC For property located at: 4 POLLAZZO Ct 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: AMEDORE LAND DEVELOPERS L Fireplace 4 POLLAZZO Ct Garage-2 Cars Attached QUEENSBURY,NY 12804-0000 Townhouse $100,000.00 Total Value $100,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2007-721 1550 sq ft townhouse with 537 sq ft attached garage and 1 fireplace $270.70 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,December 10,2008 (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.TUWh of Qu ba o ,� n� onday, December 10,2007 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ct ----------- --------- - --- Co71I11ttlnity Develo}7Pltent Office ocoli_ of Quee7r5b7rru ::_' Rav Road • QueenSl71ll-11. Meer, ork °12504 ; Sarthin Ryba, E.iecutWe Director • Da,,l:i Hatin, Director of Buildirra & cclde5 ; Q razz Browi2, LonM8 Adinh I is tra to r ; BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS /\ \ REQUIRED ACTUAL \V4 ACTUAL LIGHT REQUIRED SQUARE FOOT AREA OF ROOM IN LIGHT VENTILATION HABITABLE ROOM SQUARE VENTILATION-4°h OPENING FOR REMARKS SQUARE FEET 8"OF ROOM AREA FOOTAGE OF ROOM AREA SQUARE EGRESS FOOTAGE �011 q 19. d�..cl ,,-eedi wi ��o , 1 I carLl ` 39 I . ��e-ArM'0.;�I `fir q 1 I QUESTIONS? CALL 761-8256 OR EMAIL i codesgDqueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION www-quensburV.net B 10-LTR 11-20 --- --- ------- ---- - - Q:ToiVN ) o2nmunity Development Office of Quee115buril 1'12 Bay Roan • Que, )_burn, Nets ) .z .� •1'Sil1 AIarihla R yba, Execiztiue Director Dauul Hatin, Direcnn_ 'f Bul?ding & Cc.f;s ; Craig Broton, Zoizing Administrator VVIND0A V SCHEDLILE JOB SITE/ADDRESS: `' t Cat j T DAT=: OWNER: APPLICATION NCB.: WINDOW-- UNIT OR GEAR e CLEAR WINDOW STOCK ROUGH ROL GH SO FT OPENING NO.OR WINDOW SOFT. )PEfJING SPECIAL HARDWARE OR MANUFACTURER NUh18ER OPENING OPINING EGRESS%CLEAT'. HEIGHT LETTER NODELTI'PE VENT VIDTH IN INSTRUCTIONS ON PLAN NAME CALL �14B�i-N k#�+tTM'{ OPENING INCHES IN "�'� SIZE 1r�,CrWk / " W i(��-� )1 INCHES 4:�H `ft,R..,� ,''/ v+'1 41 14 �pt «c *D0 3�9�a ' 51 r4 _�'2 1-3.s cp. 0 301 acp'1i lie4 ^- Check Residential Plan Review: One& Two Family Dwellings FY/N/N/A (2)Full sets of plans Over 1,500 sq. ft. —Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 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 IAbove/Below grade,5.7 sq.ft. Grade,5.0 sq. ft. 24"(h)x 20"(w)min. J44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans F undation 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 I and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls latforms At Exterior Doors Stairway Headroom 6' 8' All Stairs 36"Width S it Run and Rise , Winder Run and Rise , iral Not Allowed From 2 Story moke Detectors Battery Backup and Proper Location athroom Fixtures Proper Clearance all Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. afety Glazing Notes For Required Areas Garage Fire Separation arage Floor Sloped 1 Attic Access f over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed �'-2— ZFFICE USE ONLY �._.... ... _.,_.. TAX MAP NO. ERMIT N0. / } .7& 11 Oo FEES: PERMIT RECREATION ENGINEERING - I ' _a:.. _ (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUAN E OF Q VA/LID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: e-rL l� n :&Z OWNER: ADDRESS: D L(J� /, ,� (� /k/1 lZZ©jADDRESS: PHONE NOS. 7�� � (0�� PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: li PHONE: & Z 3, LOCATION OF PROPERTY: !� i< Z Z U C SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z 0 b" O APPLY TO YOUR Z 1= W FgC3 (n U) � w PROJECT p� OO I-= w ¢ CL = U o � � U. z ¢ ¢ � � N O � � LL asps SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER 53. 7C2 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: ob_OcSr5 FUEL TYPE: HEAT TYPE: C, r,, -HOW MANY FIREPLACE(S):___� AND I OR WOODSTOVES(5): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? 60 IS THIS A HISTORIC SITE? AV PROPOSED USE OF BUILDING OR ADDITION: �� b � Z �' ��v- �)' 23� ' 4" 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3_LGL 11-05 tQ Town of Queensbury it Community Development Office ■ 742 Bail Road, OueensburU, NY 12804 i ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? a ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be co menced prior to issuance of a valid permit. I certify that the application, plans, and supp rting materials are a true and complete statement/description of the work propose , 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 ackno edge that prior to occupying the facilities proposed, I or my agents will obtain a certifi ate of occupancy. I also understand that I/we are required to provide an as-built survey b a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate�of occupancy. I have read and agree to the above. Signed k Director of Building & Codes: 761-8256 (for question, 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 appointme t) ................................................... ................. , / , 1 , , , o Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building ; 1, herein is found to be in accordance with the11 S described herein in accordance with said ; zoning Laws of the Town of Queensbury. 01 Application: 0 1 1 1 1 1 1 1 , 0 1 , 1 1 1 1 1 , 1 BUILDING &CODES APPROVAL , Z NING APPROVAL 1 1 , 1 , 1 , / , o DATE PATE ; %..................... ...........,. ........... QUESTIONS? CALL 761-8256 OR EMAIL codesft-gueensbury.net Office Use Only VISIT OUR WESSITE FOR MORE INFORMATION Operating Permit Issued: Yes o www.gueensbury.net Occupancy Type: Construction Classification: _'t Cc, Assembly Occupancy Limit: Special Conditions: Town of Queensburyj - Community Development 7 ce • 742 Bay Road, Queensburyj, NY 12804 ______ ---________________.____._% OFFICE USE ONLY , TAX MAP NO. PERMIT N / PERMIT FEE ' APPROVALS: ZONING TOWN CLERK ; 0 R APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: (�I�Q6� �C �7 INSTALLER: ADDRESS: ADDRESS: 07 PHONE NOS —� �� 0 PHONE NOS. LOCATION OF INSTALLATION: RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMP UTATION= = TOTAL DAILY FLOW BEDROOMS GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present X 110 gallon per bedroom INSTALLED? PARCEL INFORMATION: /,, �`t//l! ✓ TOPOGRAPHY: Flat rolling Steep slope %Slope ✓ SOIL NATURE: Sand Loam Clay Other ✓ GROUNDWATER: At what depth? ✓ BEDROCK/IMPERVIOUS MATERIAL: At what depth? DOMESTIC WATER SUPLY: Municipal Well (If well: Water supply from any septic system absorption is ft.) ✓ PERCOLATION TEST: Rate is per minute per inch. (Test to be completed by a licensed professional engineer or architect.) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: GALLON (MIN. SIZE IS 1,000 GAL.) Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ❑ ABSORPTION FIELD (WITH NO. 2 STONE) Total length ft. Each trench X ❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? ❑ ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes@aueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION www.4ueensburv.net Signature of Person Responsible Date Town of Queensbury - Community Development Office • 742 Bay Road, Queensbury., NY 1280-A B 5-LGL 6106 Queensbury Building & Code Enforcement - Residential Final inspection ffice No. (518)761-8256 Arrive: �am/ ,De rt: am/pm — ) 1 to Inspection request race' ed: Ins or's Initials: It NAME: PERMIT#: oe LOCATION: DATE: TYPE OF STRUCTURE: Comments: Yes WA 4" Building Number Address visible from road Chi /"B'Vent/Direct Vent Location Fresh Air Intake 3 inch PlumbingVent through roof minimum 6 kx:hes Roof /Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Intenor/Exe W Railincis 34 inches to 38 inches Deck Brae /HandicalVed Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off Iregulator 18 inches above grade Interior Privacy!trim/doors/main entrance 36 inches Bathroom/Kitchen watertight 47 Safety glazing/Window in stairwells safety g§zii29 Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Baery&&U : Attic akxess 30 inters x 22 inches x 30 inches ht in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency Tess below arade Gas Furnace shut-off within 30 feet or within one of site Oil Furnace shut-off at entrance to furnace area FumaceMot Water Heater operaft Low water shut-off boiler Relief Va s installed/Heat Trapf Water Te 110 Enclosed Stairs Sheetroc:k Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage firmxoofing/%hour fire door/door closer Duct work Seated pnVedy Gas Logs in Sealed or Qlasa ShcIQpure Final Electrical P 11/ Final Survey Plot Plan . Arc Fault Breaker in Bedrooms Flex Gas fter Bond' 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 Tem /Pemranent kv Liuildi &Codes FormskB i u ng talc n9&Codes nspecbon FomrstiResrdentral Final Inspection Form revised 10D405.doc;Revised January 7,2008 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: (�20 LOCATION: PERMIT#: � Final Survey Plot Plan Approved Denied The attached final survey has been received by the / Dept.of Community Development. Upon revie survey Crai own,Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administratordoc MAP REFERENCE: HAVILAND ROAD 5UBDIV1510N .406 BY VAN DU5EN + 5TEVE5 0 DATED OCTOBER 14. 2005 LA5T REVI5ED MARCH 10. 2000 a.25 .00 c=3,6 g 0 - � sosD N),� Co Q .303 6 LOT #26 �\ 3 6 9,287.07 sq. ft. �. L�9 0.21 acres o A O n N x A5PHA1.� p � o a O � O 'ti 32.4" r 51 OR`f co�'o� o ti° N N w 0 O c;� w In N a, S 0 t 1 0 1 • coN� 12 5$ W eo?,Cl` 58701r 3 T 0 coo PORG" LOT #25 LOT #27 LOT #24 / 20' DRAINAGE & ACCESS / EASEMENT x C�NO 5 'j A Dater June 23, 2008 D � S � `UNAUTNORI2ID ALTERATION OR ADDITION TO A SURVEY NAP BEARING A LN*74SED LAND SURVEYORS SEAL IS A Map of a Survey made for Scale 1'=20' VIOLATION OF SECTION 7209,SUB-OWL"2.OF THE NEW YORK STATE EDUCATION LAW.' SONLY COPIES FROM THE ORIGINAL OF THIS SURVEYORS MARKED CAATH AN ORIGINAL DF TWHERE N 19TRYEHAT AMED ORE LAND DEVELOPERS , LLC SEAL SHALL BE CO"DERE°TO Be VALID TRUE CCPILT.' CERIRVEY WAS PREPARED HEREON SIGNCE VATH S- 1 c 7NIS SURVEY WAS PREPARED W ACCORDANCE YA1N 811E Land S E)QSMG CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED ��++ zx r v e y o r s BY THE NEW YORK STATE ASMA71ON OF PROFESSONAL Lot #2 V LAID SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON WS NCB AND L TO D THE nTLE COMPANY, HEREON, AND Haviland Road Subdivision SHEET 1 OF 1 169 Haviland Road Queensbur New York 12804 "`�"�'""°'�°'"G WSTI,PARIOH usTED"°�°"•""° y: TO THE ASSIGNEES OF THE LENDWG WSBTURION.' Town of Queensbury, Warren County, New York Amedore (518) 792-8474 New York Lie. No. 50135 IN-0. 1DATE I DESCRIPTION DWG. NO. 05140-20 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/q part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: � NAME: �xr PERMIT #: 2—11 _ LOCATION: ��- � - INSPECT ON: ' TYPE OF STRUCTURE: 1 Y N N/A Rough Plumbing Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressuo Test W er Supply Piping' /kir/ Head i6 '50 P.S.I for 15 minutesU 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 Whiting\Building&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping nspection Report Once No. (518)761-8256 Date Ins"' n request received: oY Queensbury Building &Code Enforcement Arrive: am/pq o part: AWpm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT# LOCATION: c) INSPECT ON: TYPE OF STRUCTURE: Y WA COMMENTS: F aming /AR is Access 220 x 30° minimum V Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12'O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center 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 a3vity min. Garage Fire Separation House side i4 inch or 5/8 inch Type X Garage side 518 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forrns-OLDNBuilding&CodesUnspedion FomZsTraming Firestopping lnspec ion ReporLdoc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. 518 761-8256 Date Ins on request received: 11"I Queensbury Building &Code Enforcement Arrive . am/� part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspe or's Initials. NAME: 2 PERMIT#: LOCATION: Z-o INSPECT ON: l TYPE OF STRUCTURE: Y N A COMMENTS: aming Attic Access 22" x 31Y minimum g`7 t�R Jack Studs/Headers Bracing/Bridging Joist hangers ��Q V l V Cam ` Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/: w 16 gauge 8 16D nails each side Draft sjopping 1,000 sq.ft.floor trusses An/clior Bolts 6 ft. or less on center 1 and water shield 24 inches from wall IV Fire separation 1, 2, 3 hour re 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 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLD\Bc`lding&CodesNnspedion FonmTram Firestopping ing I�spedion Report.doc Revised January ,2008 J�,'P-2,«7(0 /U -/Z lfi4a'-,d� - Rough Plumbing I Insulation Inspe tion Report Office No. (518) 761-8256 Date Ins n request received: Queensbury Building Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect6es lnitials:�� NAME: PERMIT #: LOCATI N: INSPECT ON: TYPE OF STRUCTURE: Y NIA Ro lumbin / NajV Plates Plu bin Vent/ nts in Place 1 Y2 ' imum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/ t Air/ ead 5 P. .1. or 0 ft. above highest connection for 15 minutes Pressure est Watep,$Wply Piping Air/ ea 50 P S.1 f r 15 minutes Insulatkw0l Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Pro er 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 to COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Ins do uest received: Queensbury Building&Code Enforcement Arrive: p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 inspecto s Initials: NAME: jo -C, PERMIT#: 07- LOCATION: Gti- 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width a Doting rT6 1 for w areas under slab a 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 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: �'Queensbury Building &Code Enforcement Arrive: am/ part:-ja 'X).am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT# LOCATION: INSPECT ON: — �- TYPE OF STRUCTURE: tsQ Framing Y N WA COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Ancho or less on center ce and water shil 24 inches from wall Fire , 2, 3 hour Fire wail 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 CeilingANall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuildirng&Codes Forms-01-MBuilding&CodesYnspection Fo n isTraming Firestopping inspection Report.doc Revised January 7,2008 IN Foundation Inspection Report Office No.(518)761-8256 Date InspectiQn request received: Queensbury Building&Code Enforcement Arrive: _am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: A�� 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 r mg Foundat 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:\Building&Codes Forms\Building&Codes\Inspection Forms`Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /U'/z-- '—Ilals6117 Foundation Inspection Report Office No.(518)761-8256 Date Insp�tioG.ry`jei quest received: Queensbury Building&c Code Enforcement Arrive:.: yam/pj /'�Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: VD" NAME: PERMIT#: 7zl 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 coFWaJHlp;o;ur Material on site. r Foundation Reinforceme Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive:/ .Z36 am/p C/` Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect6r's Initials: 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 concr Material f this se on site. Foundation our Reinfo 'n Place Footin ;,,Dowels Or Keyway in place Foun 'qn D proofing Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. 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 InspectiQVquest received: Queensbury Building&Code Enforcement Arrive: 0 am/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: l' RL' PERMIT#: --* 7Z,! LOCATION: A,U—q�L'L C< 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/a.� Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ��y- PERMIT#: d 7! 2 LOCATION: INSPECT ON: I r TYPE OF STRUCTURE: Comments Y N I 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fonms\Building&Codes\Inspection Formsfoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM z-4 74`/ s`(7 Foundation Inspection Report Office No.(518)761-8256 Date Inspectio quest received: Queensbury Building&Code Enforcement Arrive: __�p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. C_L" NAME: PERMIT#: 07 LOCATION: INSPECT ON: -- TYPE OF STRUC . Comments Y N N/A 0Footings 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 se on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fors\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ,. ✓ 7i Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Townhomes at The Havilands Report Date: 12/07/07 Data filename:K:\RESCHECK\havilands\4palazzo.rck Energy Code: New York State Energy Conservation Construction Code Location: Warren County,New York Construction Type: Multifamily Heating Type: Non-Electric Glazing Area Percentage: 6% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 4 Palazzo Ct. William Balogh Queensberry,NY 12804 Amedore Homes Inc. 1900 Western Avenue Albany,NY 12203 518-456-1010 wbalogh@amedorehomes.com Assemblye.. Ceiling 1:Raised or Energy Truss: 1676 30.0 0.0 54 Wall 1:Wood Frame, 16"o.c.: 1602 19.0 0.0 86 t-- Window 1:Wood Frame:Double Pane with Low-E: Z% 0.350 30 Door 1:Solid: 37 0.280 10 Door 2:Glass: 13 0.310 4 Basement Wall 1:Solid Concrete or Masonry: 1388 11.0 0.0 96 Furnace 1:Forced Hot Air:90 AFUE Air Conditioner 1:Electric Central Air:13 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 New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Company Name Date Townhomes at The Havilands Page 1 of 4 r a Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Townhomes at The Havilands Report Date: 11/09/07 Data filename: K:\RESCHECK\havilands\4palazzo.rck Energy Code: New York State Energy Conservation Construction Code Location: Warren County,New York Construction Type: Multifamily Heating Type: Non-Electric Glazing Area Percentage: 4% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 4 Palazzo Ct. William Balogh Queensberry,NY 12804 Amedore Homes Inc. 1900 Western Avenue Albany,NY 12203 518-456-1010 wbalogh@amedorehomes.com '° .• Emm"N Ceiling 1:Raised or Energy Truss: 1676 30.0 0.0 54 Wall 1:Wood Frame, 16"o.c.: 1602 19.0 0.0 89 ,,,Window 1:Wood Frame:Double Pane with Low-E: 4t3 0.350 17 Door 1:Solid: 56 0.280 16 Door 2:Glass: 13 0.310 4 Basement Wall 1:Solid Concrete or Masonry: 1388 11.0 0.0 96 Furnace 1:Forced Hot Air:90 AFUE Air Conditioner 1:Electric Central Air: 13 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 New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Company Name Date p'F NEk'1' Any'' 7545y' ay O Otis. Townhomes at The Havilands - age 1 of 4 r REScheck Software Version 3.7.3 Inspection Checklist Date: 11/09/07 Ceilings: ❑ Ceiling 1:Raised or Energy Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.8'ht/6.0'bg/7.8'insul,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E, U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:90 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 13 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 must be sealed. ❑ Recessed lights must be 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,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Townhomes at The Havilands Page 2 of 4 a r ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-11. ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-6. ❑ Supply ducts in unconditioned spaces must be insulated to R-11. ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R- ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-2. .Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Fireplaces: ❑ Fireplaces must be installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces must be provided with 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 must 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. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Townhomes at The Havilands Page 3 of 4 t Table 9:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts 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 Rangeff) 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) Townhomes at The Havilands Page 4 of 4