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2008-394 4Ski TOWN OF QUEENSBURY Rix;ra 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080394 Date Issued: Wednesday, February 18, 2009 This is to certify that work requested to be done as shown by Permit Number P20080394 has been completed. Location: 16 BEEKMAN P1 Tax Map Number: 523400-290-017-0002-034-000-0000 Owner: KOOCK &HONGJA JUNG Applicant: AMEDORE LAND DEVELOPERS LLC This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Townhouse Issuance of this Certificate of Occupancy DOES NOT relieve the property (7" P 4 i. owner of the responsibility for compliance with Site Plan,Variance, or ,„,, other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 'Ilk TOWN OF QUEENSBURY ili742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 ` Y d,Q Y, Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080394 Application Number: A20080394 Tax Map No: 523400-290-017-0002-034-000-0000 Permission is hereby granted to: AMEDORE LAND DEVELOPERS LLC For property located at: 16 BEEKMAN P1 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 HOMES 1900 WESTERN Ave Fireplace ALBANY,NY 12203-0000 Garage Attached Townhouse $185,000.00 Total Value $185,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-394 $381.04 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,August 08,2009 (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 T..' _ . Queen ;v. r' a ugust 08, 2008 SIGNED BY for the Town of Queensbury. e Director of Building&Code Enforcement i ,6 _2 2FpFICE USE ONLY ; - .. J TAX MAP NO. Y PERMIT NO. O8-37�/ e �` : ' �•a FEES: PERMIT RECREATION Gc�4%% ENGINEERING I I I ;'l P 2 _ cis 4't` (If applicable) �. +Y�afroam'7-5:➢!f a9 py PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUA CE OF VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: o—P .^ l-wc_ OWNER: 5 ADDRESS: MOO Wes' ��6- /8-5 ADDRESS: PHONE NOS. 4/5 G , - (C l PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: ` 1t— PHONE:3(05 ZS LOCATION OF PROPERTY: /(-P 6-.-ems_-We-t-vu. P/6-4-- i t S Y SUBDIVISION NAME: detelja-veiroc<l -r�wt G'1 ci , —7 1 c 1e y) PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR Z 0 nw LL co PROJECT 00l- O � O = = W 0. W II- CJ z d 1- F . OF- wLLIZ Z < < '11- C/) NCO 0 LL F- LL 0. I0 - SINGLE FAMILY 4/ TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE i✓ 14/71 907 Z5- + BUSINESS OFFICE ' RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) q 6 O OTHER RO 1 ? I IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: • a i ESTIMATED CONSTRUCTION COST: C S . 00C' FUEL TYPE: !`� 0 G HEAT TYPE: 11,� CZ._ *HOW MANY FIREPLACE(S): 1 AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? 943 IS THIS A HISTORIC SITE? NO PROPOSED USE OF BUILDING OR ADDITION:7u 1 ek S 2-T -024.4`""` - *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 • ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? g6 ARE THERE EASEMENTS ON PROPERTY? 0 I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed -7 , 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: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE l QUESTIONS? CALL 761-8256 OR EMAIL codesAqueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: • , :\ Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 '''''''''-:•• •'. Conimunity Development Office if ei) ",.,.:7„:7,!•,,i; .• (Ron of Queensbury • 742 Bay Road • Queensbury, New York •12804 I f nil zuu8 I-ovviv op n , '•-8Wkatl(f6t,,ENegORi- BUILDING PERMIT CALCULATION SHEET: I (....0 ec ' v ,„0DEs NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS REQUIRED ACTUAL ACTUAL LIGHT REQUIRED SQUARE FOOT AREA OF ROOM IN LIGHT VENTILATION HABITABLE ROOM SQUARE VENTILATION-4% OPENING FOR REMARKS SQUARE FEET 8%OF ROOM FOOTAGE OF ROOM AREA SQUARE EGRESS AREA FOOTAGE 11. 82 Cal 6fecl.L4- 4" NU ,q 5" 11,1 Li 3, Lp 6-i? P3, La & I 0 t-11, 9 10 , 0 , 511 /5, 5 ri,E54- c- 1 7 cl 38, 0 Sct I 0 a 5 3 & 141 02 i -7(0, 5,3 i (-1, 1 eJ"(1)(1 3 01, 3 1 tp 5 c2(2iui gr, „2 ) ,9, 0 60 QUESTIONS? CALL 761-8256 OR EMAIL codesOqueensburv.net . VISIT OUR WEBSITE FOR MORE INFORMATION www.quensbury.net B 10-LTR 11-20 d) Community Development Office z4 ,ti ' own. of Queensbury • 742 Bay Road • Queensbury, New York •:1.2804 WINDOW SCHEDULE _____________________a JOB SITE/ADDRESS: I (....D 1�,` e.,I vv-).-•ct.•v`\ DATE: -1- L-1,- 07 OWNER: APPLICATION NO.: UNIT OR CLEAR WINDOW- CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODELlTYPE CALL WIDTH HEIGHT VENT OPENING WIDTH IN IN INSTRUCTIONS • ON PLAN SIZE INCHES INCHES/ --revA-i-)50on '314 -2 C9C0 '?9`�f II ? �v / JO 1 g a`� %t{ el ��iG�� .�J� 33 CaS � � f �� DI -Pic-NI 53(,,5-2/66- 1 l I /L/ cp5 /y 10. a 5-.3 R 69 lie a q'A, . 1 rar SO✓Y 1 '7b2 l I 3 � -P s5Ider -72,,e b t C y Is•a t5, 67 a ,�d� � 3/1�D Dq 3-15i-a 1 ‘.3l4/ 59 hi I a I 0 ( 0 3311g Z t0/(1 L Awn;(11 35-3 353// 353/4 fi•v,e,01 4_ra,nSc)nn 331.`E 3 3 )V D-- cev 3�18a /q 1 ►, co, ► 30 / aciliq ,„3o a�►11 `� � aqg ,3 � , 1 au`/g ' . 0 33(r)5" • S74 (9/ 1 30 Vs 0251 4-ran Scl ii)n, Q 1 kl (.1, 3/4/ 51,34. gi/ ,2 5- T - \\., csr,,\-k--- e'„?' iq 1 I D 3(ilie B 26-LTR 11-05 REScheck . _ ..,.. _ * ... or_3 111171.11,1_ 230 1) 2 :8 Software Version 4.1.3 2 .. 's--,-- ,, f Compliance Certificate. . p 4. 1 Project Title: Townhomes at The Havilands , C GrU&E 3SEURY Report Date:07/17/08 Data filename: K:\RESCHECK\havilands\16Beekman.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County, New York Construction Type: Detached 1 or 2 Family Heating Type: ., Non-Electric - Glazing Area Percentage: 8% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 16 Beekman Place William Balogh Queensberry,NY 12804 Amedore Homes Inc. 1900 Western Avenue Albany,NY 12203 518-456-1010 wbalogh@amedorehomes.com Compliance:26.4%Better Than Code Maximum UA:598 Your UA:440 ., , ierloss .Cavity Cont- 'Glazinlg QUA A bF�- rea or RValue RR4vatue •or iDoy U� o, , Pte treter Ceiling 1:Raised or Energy Truss 1826 30.0 0.0 58 Wall 1:Wood Frame, 16"o.c. 2969 19.0 0.0 159 Window 1:Wood Frame:Double Pane with Low-E • 217 0.350 76 Door 1:Solid 64 0.280 18 Door 2:Glass 30 0.350 11 Basement Wall 1:Solid Concrete or Masonry 1482 11.0 0.0 102 Wall height:7.8' Depth below grade:6.0' Insulation depth:7.8' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 345 19.0 0.0 16 Furnace 1:Forced Hot Air90 AFUE Air Conditioner 1:Electric Central Air13 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 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. Name-Title Signature �Y --,, Date}r,,','`. a -Ti 545% PA) `1 SSIO tv' Project Title:Townhomes at The Havilands • Report date: 07/17/08 Data filename: K:\RESCHECK\havilands\16Beekman.rck Page 1 of 4 REScheck Software Version 4.1.3 • Inspection Checklist Date:07/17/08 Ceilings: ❑ Ceiling 1:Raised or Energy Truss,R-30.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: 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:0.350 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation 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 are sealed. Li 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: Li 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 equipment efficiency are clearly marked on the building plans or specifications. Project Title:Townhomes at The Havilands Report date: 07/17/08 Data filename: K:\RESCHECK\havilands\16Beekman.rck Page 2 of 4 D Insulation is installed according to manufacturers 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-11. Li Return ducts in unconditioned attics or outside the building are insulated to at least R-6. • Supply ducts in unconditioned spaces are insulated to at least R-11. D Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: D 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). 0 The HVAC system provides a means for balancing air and water systems. Temperature Controls: D 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. 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: D 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: D Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Li 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: • 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:Townhomes at The Havilands Report date: 07/17/08 Data filename: K:\RESCHECK\havilands\16Beekman.rck Page 3 of 4 z Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes 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 Insulation Thickness in Inches by Pipe Sizes Fluid Temp. 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:Townhomes at The Havilands Report date: 07/17/08 Data filename: K:\RESCHECK\havilands\16Beekman.rck Page 4 of 4 Queensbury Building & Code Enforcement Residential Final Inspection Office No. (518)761-8256 Z. J I o Arrive: am/pm Depart:? 1 1. am/pm Date Inspection request received: f -1 Inspector's Initials: NAME: Av e dv\f e. HV S PE IT#: lic-1)-- © 5-- 3`1Lj LOCATION: i ° e-t'_.•I,c,nn,vw pc DATE: ,2I/' 1�' / TYPE OF STRUCTURE: ' - t- i Comments: _ No N/A 4" Building Number Address visible from road ,k,>'/' Chimney Height VW'Vent/Direct Vent Location V Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches ✓ Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant V Grade away from foundation 6 inches with 10 feet ��^-'`t/k-h)`r g Q.. 6 inch clearance to sill plate Y1/47 t i Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy I trim/doors/main entrance 36 inches Bathroom/Kitchen watertight ,/ Safety glazing/Win in stairwells safety gl- �/ Interior Smoke Dete.efors/CarbonMonoxide- etectors Every level: ��// Eve edr ,j Outside everybedroom rea: v Inter Connected: L/ Battery backup: /� Attic access 30 inches x 22 inches x 30 inches(height)in accessible area 0/ Crawl Spaces 18 inch x 24 inch access,1 sq.ft:150 sq.ft.vents V Bathroom Fans,if no window Plumbing fixtures Foundation insulation lr Floor truss,draft stopping finished basement 1,000 sq.ft. ' Emergency egress below grade / 1/ Gas Furnace shut-off within 30 feet or within line of site �/ V Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler N7:7 -‘71'''' Relief Valves)installed/Heat Trap/Water Temp 110 / Enclosed Stairs Sheetrock Underside minimum'1"Gypsum �/ Basement stairs closed rise>4 inches Garage Floor Pitched V Garage fireproofing/9/.hour fire door/door closer Duct work Sealed properly ` Gas Logs in Sealed or Glass Enclosure �/� Final Electrical z. tr-f--N 1.t::) Final Survey Plot Plan Arc Fault Breaker in Bedrooms / !lex Gas,Pipe Bonding ti/ As Built Septic System/Sewer Dept. Inspection Sticker /' Site Plan /Variance required 1 / Flood Plain Certification,if required 1/ Okay to issue C I C or C/O[Temporary/Permanent] il L:\Building&Codes FormssBuilding&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008 • - -- Rough Plumbing / Insulation Inspection Report ) Office No. (518) 761-8256 Date Inspection,r uest received: Queensbury Building & Code Enforcement Arrive: 2). V am/ g,/p apart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1�� NAME: h6-vc.Ae PERMIT #: 08 LOCATION: c-6-Kfnti,k-A) (-)4 INSPECT ON: 1 z, TYPE OF STRUCTURE: 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 ,fiv-tK Pressure Test ate Supply Piping it i 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: • • L:1Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 / 7 - /Z fih Rough Plumbing / Insulation Inspection :*`eport Office No. (518) 761-8256 Date Inspectip_ request received: Queensbury Building & Code Enforcement Arrive;./ .IXS am/,m Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent I Vents in Place 1 'A inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping I 1;1,1 ke 64> / 19 P.S.I f 15 minutes , Insulation / R sidential Check I Commercial Check �/ (t-� 3 eiimilar Exterior Sealant Proper Vent, Attic Vent _ Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation f5 If required unheated spaces t , ,<PCi/ Conibustion Air Supply for Furnace uct work sealed properly/No duct tape ti - COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 70 - 1 7-elesc74 Framing l Firestopping Inspection Report , Office No. (518) 761-8256 Date Ins.-w'•yr'request received: Queensbury Building &Code Enforcement Arrive:/` am/pm part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspedtor's nitials: NAME: 7414,4,„ee- PERMIT#: LOCATION: _ I 8 INSPECT ON: 12- 7 TYPE OF STRUCTURE: // Y N N/A COMMENTS: io Framing • "tps.00V�- Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"A.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 Botts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour ire"wat13;4hur /7. ('J- Firestopping / '� LOAA.raliD ��;k ,�,�� • -Penetratiorf aled 43 16 inch insulation in cavity min. t f1C Garage Fire Separation House sideY2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (VV) 5.7 sf above/below grade 5.0 sf grade L:16uiiding&Codes Farms-CLDIBuilding&Codesllnspection Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping inspection Report Office No. (518)761-8256 Date Inspects n request received: Queensbury Building&Code Enforcement Arrive: am/pm' rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: 3e LOCATION: `t (4A- - INSPECT ON: / TYPE OF STRUCTURE: Via, s Y N /NIA COMMENTS: raming Attic Access 22"x 30" minimum Jack Studs/Headers -' Bracing,/Bridging Joist hangers � ���JL� Jack Posts/Main Beams 6,060.- Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches I Holes/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 cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L L:16uilding&Codes Forms-OLDi8uildinq&CodesVnspection FormsTraming Firestopping Inspection Report.doc Revised January 7,2008 i '3P-- Rough Plumbing / Insulation inspection Report Office No. (518)781-8256 Date Inspection request received: )24-1- 6C Queensbury Building & Code Enforcement Arrive: .m/pm part: _ / a pm 742 Bay Road, Queensbury, NY 128.04 Inspector's Initials: NAME: PM CcL 0(L L- 1 ,e/c ap S PERMIT #: a --3 1 , LOCATION: I g f)e42s rA 611 J 1)L, INSPECT ON: 2 ) TYPE OF STRUCTURE: 1 MN Ell NIA Rou•h Plumbin• /Nail Plates itraimum Plumbin• Vent I Vents in Place IPAIMIIIIIIIII 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum 111111....1111111111111 ;Cleanout every 100 feet/change of direction 111M11.1'� Pressure Test 11111111111 II Drain /Vent / 1Air/Head 5 P.S.I. or 10 ft. above hi•:hest connection for 15 minutes EIIIIII f Pressure Test / Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check u T ek or Similar Exterior Sealant ENIMMIll Proper Vent, Attic Vent WENN Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation if r- •uired unheated s•aces Combustion Air Su+ •1; for Furnace IMI11111111111 Duct work sealed •ro seri /No duct to•e rtz6, a . ‘‹ 6.7 k , U3 Vit,ori- 4)-(-,Lb 5L 7"5—C,) COMMENTS: -z 6/ O Rough Plumbing Insulation Repartrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing I Firestopping Inspection Report I ' 3 Office No. (518)761-8256 Date Ins 'onn request received: C 2/Z/D r Queensbury Building &Code Enforcement Arrive: n f am/pm part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: u al NA) 1 ' -61 Cl HERMIT#: d P'.37(1 LOCATION: 1 Le t6. INSPECT ON: e TYPE OF STRUCTURE: Y I IVIi NIA , COMMENTS: ammg _I V ' Attic Access 22" x 30" minimum I (j). fj V (vC G Ak 7 , A:-.,p4eme k-,- Jack Studs/Headers I` �= i`— Bracing/Bridging fiaU447 �- Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/a(w) 16 gauge(8) 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 1 Fire wall 2, 3, 4 hour / Firestopping � y pC/ r Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall —_ , , Windows Habitable Space I Bedrooms 24 in. (H) ge / ,�.." ( jv )G 20 in. (W) I 5.7 sf above/below grade 5.0 sf grade . 'i L:\Building&Codes Forms-OLD1Bui{ding&Codes'4nspection Fomms\Framing Firestopping inspec ion Report dos Revised January 7,2008 mfcc 74) 77"1"' Framing 1 Firestopping pe Report ction Re rt Office No. (518)761-8256 Date Ins. ignorequest received: Queensbury Building &Code Enforcement Arrive: ft '14am/ m Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: JC? NAME: PERMIT#: 8 r LOCATION: I/l/� I`� � {r�_ INSPECT ON: f!- 2 d TYPE OF STRUCTURE: _ Y . Id N/A COMM.ITS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers Bracing I Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more L 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 • AAnn or-Bolts-6, or less on center Ice and water shield 24 inches from wall ra ion 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall _____ Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Forms-OLD\Building&Codes\inspection Fom s\Framing Firestopping Inspection Report.dos Revised January 7,2008 L /© ©oc ) • V-- // 01 Framing / Firestopping Inspection Repo Office No. (518)761-8256 Date Ins '+ request received: Queensbury Building &Code Enforcement Arrive: fs i aml Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspectors Initials: �� NAME: ' //" 4/- P PERMIT#: `"` � t LOCATION: / .1 t/�'1tti—�� INSPECT ON: 3 TYPE OF STRUCTURE: X N NIA COMMENTS: Framing Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses • r,• :r• 6 ft. or less on center Ice and water -hield 24 inches from wallBack A -'4' Te - • ration 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 1 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Buiiding&Codes FormsOLDeuiiding&Codeslinspection Fomms1Framing Firestopping Inspection Report.dcc Revised January 7,2008 Framing / Firestopping Inspection Report /:.. r.c) Office No. (518) 761-8256 Date In9pectie request received: Queensbury Building &Code Enforcement Arrive: ! .2-*1 am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: � ( -' NAME: die-E PERMIT#: — qL/LOCATION:A-01/4>V �-/. 4-/I INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum . . . . .. .. . . . . Jack Studs I Headers Bracing I 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. { R f ` !v Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 0 NA)C ` 1 IA(w) 16 gauge (8) 16D nails each side r&A ________ - Draft stopping 1,000 sq. ft. floor trusses or Bolts 6 ft. or less on center ce and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed . 16 inch insulation in cavity min. Garage Fire Separation House side Y2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Buitding&Codes Forms-OLDiBuilding&Code&unspedion Fonns\Framing Firestopping Inspection Report.doc Revised January 7,2008 re3o Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 9 C 0 am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: t_, NAME: %1SI (_____ PERMIT#: LOCATION: p,/1-y 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 6mes-abe,e footing Snit poly for�yvet areas under slab gBackfill Apr vat 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 reques 4 d- Queensbury Building&Code Enforcement Arrive: 3'I t . u11' D- .art: , 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: y„ NAME: ERMIT#: ()//?"--- 1� LOCATION: / / .+�_ toy,. `�''. INSPECT ON: �l I2 TYPE OF STRUCTURE: 3 t o-P—c-c-v-g: 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 F sting Dowels or Ke ain • • / i 'arrdafion e. proo � . FA �- i Foundation Waterproofmg oomg'D ai yligh or ump / I V Dr ch width 6 inches above footing 6 a' _ eas under slab �ckfill Ap ra 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 Reportdoc Last printed 12/20/2005 9:24:00 AM i9 - I2bJ� (' . Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ttam/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: (:,1,,t11) NAME: Ae_‘: f:‹ PERMIT#: 4F----,3?1,/ LOCATION: IL 1.~ 2_,, „ ,...�,�,__ INSPECT ON: - �--//7� - TYPE OF STRUCTURE: ` 1C- t - 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 ofthe-eoncre.-.( _ Materials fotthis p 1,.ose on site. Foundation/Wallpouri Reinforcemen . Place i ‘,\VI( 0 ' '4\'\1. 61C-12 ,-:- 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. f L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ( O t2 -p Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: 6 b Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 6441) NAME: A ' /I ofziLePERMIT#: 0 Y. /q - LOCATION: 1( r fLe-K.,.,-, erni ft_ . 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. * rorcementinNace , g '2—, R2-7/A/D i Footing Dowels or Keyway in place r Foundation Dampproofmg� 4- IV--G,.lk \ A� 2'"Q� Foundation Wate roofm g 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/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 6 ___ Q NAME: / , a 6 i PERMIT#: ' 3 LOCATION: / frC ,4-4+' P4-- 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. j,,_ Materials for this purpose on site. undation/Wallpour inf r e Place e fFoot Dowel or Keyway in place Founda ' ampproofmg 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 I 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 t 062 ti Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: air/p epart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: j''C— - PERMIT#: / LOCATION: INSPECT ON: TYPE OF STRU TUBE: Comments _ Y N N/A Footings Monolithic Slab Reinforcement in Place 27 / The contractor is respoiCsible f r 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 Off—:37 MAP REFERENCE: HAVILAND ROAD SUBDIVISION BY VAN DUSEN & STEVES DATED OCTOBER 14, 2005 LAST REVISED MARCH 16, 2006 BEEKMAN PALCE L=60.00 ' L=60.00 ' a R=2225.00 ' R=2225.00 s m bLjL b II W W s to LOT #33 LOT #34 }� o t 0 7, 711 Sq.ft. I N 7, 711 sq.ft. T j d HOA PARCEL z 0. 18 acres 0. 18 acres �� 18A _ y 16 BEEKMAN PL. Z 20 BEEKMAN PL. L 0 T #3 2 PROPOSED TOWNHOUSE r I� f' L=63.37' $ L=63.37' R=2350.00 R=2350.00 _ t n�sN 3n�10 r� 8 PS1 0g 1 9001 �n�, Ld Date, July 21, 8008 a D u S e 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY Plot Plan made for Scale 1'=20' MAP BEARING A LICENSED LAND SURVEYORS SEAL 1 A VIOLATION OF SECTION 7200,SUB-DIVISION Z,OF THE NEW YORK STATE EDUCATION LAW.. S ONLY COMES FROM THE ORIGINAL OF THIS SURVEYMARKED WITN AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES• •�tTR'1EY WAS INDICATED HEREON SIGNIFY THAT AM E D O R E LAND DEVELOPERS LL C THIS SURVEY WAS PREPARED O ACCORDANCE KITH THE PRACTICE LAND ORS Land Survey ors �D"� C SAID CERTIFICATIONS SHALLYRUHN ONLY ' BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL SHEET I OF I TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL 169 Haviland Road Queensbury, New York 12804 AGENCY AND LENDING INSTITUITION LISTED HEREON,AND Town of Queensbury, Warren County, New York TO THE ASSIGNEES OF THE LENDING INSTITUTION.' Amedore (518) 792-8474 New York Lic. No. 50135 NO. DATE DESCRIPTION DWG. NO. 05146-33-34 MAP REFERENCE: HAVILAND ROAD 5UBDIVISION BY VAN DUSEN + STEVES DATED OCTOBER 14. 2005 LAST REVI5ED MARCH 16. 2006 o BEEKMAN PALCE ° R=2225.40 L= 10.00 ' 1 MUM y MUM I ton w > l LOT #34 m A , LOT #33 7, 711 sq,ft. � 0. 18 acres I 1 1 i W �s rO p 2 STORY• b 5 0 - WOOD FRAME HOA PARCEL2 STORY �; TowNHousE WOOD FRAME V a 20 BEEKMAN PL. I ; TowNrtouSE � � 16 BEEKMAN PL. co LOT #32 i s - i PORCH i - i i V' N V R=2350.00 L=63.37' HOA PARCEL r``✓ray :.ti ic ..F'„ Date, January 13, 2009 a u 'wMff"W=ALTEM7W OR AOO IM TO A SM� Map of a Survey made for Scale 1'=20' YAP GEAROLO A LMSM! W SURVEYORS SEAL IS A % Ma te&v es fly' %c%wY="�S ZOTHE Kooke E. Jung ��yy 0"YORR STATE E "ZON LAW ONLY WIH TROY THE OPo447A1.Of THIS SVRVEY YAKKED AM AN mo aF flBE LANs Saw ow .w.r W �K m�VAUTR MM Hongja Jung OERTfIOATIONS fflo"tT!mww Mwy THAT THIS M CO WAS PREPARED w ACCORDANCE YATN THE E705RHO�OF PRACflCE FOR tANO suRWYOas ADOPTED an urveyo r s LL TO THE PERSON FOR*M THE UWWV 6 PREAAREO,AM LOT #34 SHEET of 1 ON wS MW TO THE IME COWANY,COVO MOAL 169 Haviland Road Queensbury, New York 12804 AGO=AMS9 O TOnRLE D USTM AND Haviland Road Subdivision (518) 792-8474 New York Lie. No. 50135 Town of Queensbury, Warren County, New York Ameaore NO. DATE DESCRIPTION DWG. NO. 05146-34