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2006-735 TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804 5902 (518)761-8201 � Q rY, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20060735 Date Issued: Tuesday, May 14, 2013 This is to certify that work requested to be done as shown by Permit Number P20060735 has been completed. Location: 49 TREASURES P1 Tax Map Number: 523400-302-008-0001-069-000-0000 Owner: AMEDORE GROUP, INC. Applicant: AMEDORE GROUP, INC. This structure may be occupied as a: Garage - 1 Car Attached By Order of Town Board Townhouse TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property qty f 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. AO` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 f 1 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT gc004w6L___r'l Permit Number: P20060735 Application Number: A20060735 Tax Map No: 523400-302-008-0001-069-000-0000 Permission is hereby granted to: AMEDORE GROUP.INC. For property located at: 49 TREASURES 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 GROUP, INC. 1900 WESTERN Ave Garage- 1 Car Attached Townhouse $17,500.00 ALBANY NY 12203-0000 Total Value $17,500.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2006-735 RENEWAL FEE PAID 5/9/2012 BUILDING 5 49 TREASURES PLACE(UP,RIGHT) 1641 SQ FT CONDO WITH ATTACHED 268 SQ FT 1 CAR GARAGE $256.54 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, September 25, 2013 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Qu) bury /f Mo t ay/ e t tember 25,2006 /,Vf SIGNED BY , .\ for the Town of Queensbury. Director of Building& Code Enforcement TOWN OF QUEENSBURY W. 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 T. Community Development- Building &Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060735 Application Number. A20060735 Tax Map No: 523400-302-008-0001-015-000-0000 Permission is hereby granted to: AMEDORE HOMES For property located at: 314 BAY 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: JAMES & GLADYS BROWER TRU 121 POTTER Rd Garage- 1 Car Attached GANSEVOORT, NY 12831-1011 Townhouse $17,500.00 Total Value $17,500.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2006-735 BUILDING 5 49 TREASURES PLACE (UP,RIGHT) 1641 SQ FT CONDO WITH ATTACHED 268 SQ FT 1 CAR GARAGE $256.54 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, September 25, 2007 (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 To of ensl , � _ ptember 25, 2006 SIGNED BY for the Town of Queensbury. • :3,, . . .r of Building&Code Enforcemc; t . z • OFFICEBc,ri WiT ,s---- r - i ,ii-si‘i-.11,- USE ONLY ' � i TAX MAP NO. .I • a ,- ` Date / PERMIT N0. t FEES: PE- , T ha ., i �7AL FE' /� ` - •CREATION, ENGINEERING : -815;�D/NGS�T�D-42 0 l'i4I�.� -A;L.L ./I..... (If appllcable) , Stamp .��� T PRINCIPAL STRUCTURE: ........ APPLICATION FOR ZONING APPROVAL & BUILDING A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. PPLICATIOPERMITREVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. N IS SUBJECT TO APPLICANT/BUILDER:_A 12 a e„de z e.Li Li a.._ e OWNER: p ADDRESS: -1.1. - ihuty iv / /2_203 ADDRESS: �SC2 trY►.p PMOtN NO PHONE NOS._ ,aa i.M e. CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE LOCATION OF PROPERTY: L ' SUBDIVISION NAME: I 411 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY O 8 mill PROJECT0 YOUR OZc4 dr co F- Lww� p $ d CI Z ¢ �LL co of• o � a a.=- up SINGLE FAMILY �-1 0 /6/ 1 Z29. Pi TWO-FAMILY MULTI-FAMILY (NO.of UNITS_ TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACH . / GARAG 'yr,3? ✓ <-268 OTHER 2 .6( IF COMMERCIAL OR INDUSTRIAL-NAME QF BUSINESS. ESTIMATED CONSTRUCTION COST:--L1 S� -7�--------..�-�,.-RUfrL TYPE: HEAT TYPE: *HOW MANY FIREPLACE(.$).OpIi I L ND/OR WOODSTOVES(S : ZONING CATEGORY: �A � ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? / PROPOSED USE OF BUILDING OR ADDITION: j f , •r 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys" .vailable in our office. B3-LGL 11-05 11:7; Town of Queensbury• Community Development Office • 742 Bay Road, Oueensburr,. ivy 71on,r ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? MO • ARE THERE EASEMENTS ON PROPERTY? 0 I t 11+7 J p 1� I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, pians, 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 1/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 o.the above. f---/-1A.-,. .1-Signedac�.-e Director.of Buildln des: .761-8266 kfor'queStians.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 w described herein in accordance with said zoning Laws of the Town of Quee uh the nsbu :. Application: ry. i / BUILDINr zd t Ali ' . ,ODES APPR• L ZONING APPROVAL A It t i.) DAT' DATE • CUESTION" CALL 761.8256 OR'EMAIL collagen._sb _ SITE FOR MORE INFORMATION :uueeiz_g ►*Ma+ of Queensbury• Community Development Off1Ce • 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/prp Depart n i-` am/pm Date Inspection request received: Inspector's Initials: CAA) t`) NAME: k �`�,-"fZ- ` PERMIT#: '0(47. ---13'\ LOCATION: 2�As S)---' in. DATE: -( 1? \-5 TYPE OF STRUCTUR : ��-- ---1--` —' -V4�� Comments: Yeal'No N/A 4" Building Number Address visible from road V Chimney Height/"B"Vent/Direct Vent Location t/ Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete i/ofr 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 Y Guard at deck, porches 36 inches or more �r�3/,� 11-� t<57"'"''ti Handrail Termination at Newell Post or Wall U �--- Interior/Exterior Railings 34 inches to 38 inches / , , Deck Bracing/Handicapped Ramp Compliant 17/ �`_lL/,`-�s 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 y. Interior privacy/trim I doors/main entrance 36 inches Bathroom/Kitchen watertight {� ft) --'\r\ i"_- Safety glazing/Window in stairwells safety glazing Interior Smoke Deictors/Carbon MpnoxidQ'Detectors / Every level: ✓✓ Every Bedrogfn: ../ / f 2 a) 11 Outside every bedroomy�ea: ddd / �/ 1 I J Inter Connected: ✓ Battery backup: / Attic access 30 inches x 22 inches x 30 inches(height)in accessible area 17 / Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents _ /' r✓ Bathroom Fans,if no window VPlumbing fixtures Foundation insulation to floor/Sticker on Panel / Duct work sealed properly/Blower Door Test Certification �/ / Floor truss,draft stopping finished basement 1,000 sq.ft. +� Emergency egress below grade t/ Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler / Relief Valve(s)installed/Heat Trap/Water Temp 110 �j Enclosed Stairs Sheetrock Underside minimum W Gypsum 1/ Basement stairs closed rise>4 inches ✓f Garage Floor Pitched Garage fireproofing!3/,hour fire door/door closer A�� V)4 ` b�j Gas Logs in Sealed or Glass Enclosure 1'�Z�91 Final Electrical; er y Saving Lig>Tt Bulbs - Final Survey Plot Plan -17/-------*", 1 "1 C - -L--t7M C Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles `1� � Flex Gas Pipe Bonding .7 . q51 As Built Septic System/Sewer Dept. Inspection Sticker V f T)1 ` - 1/k Site Plan /Variance required Flood Plain Certification, if required0 / Okay to issue C/C or C/0 f Temporary/Permanent] L:1Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 S i 4- 'US Queensbury Building & Code Enforcement - Residential Final Inspection i2. "o1( Office No. (518) 761-8256 Arrive: am/pm, Depart: 1am/pm Date Inspection request received: Inspector's Initials: NAME: -i1"m � I r� PERMIT#: .• : el—,t LOCATION: �! / /1 s`/` 2 6'/49 ``j DATE: TYPE OF STRUCTURE: [I Comments: Yes No NIA 4" Building Number Address visible from road -�p ci c S _1 i Chimney Height/"B"Vent/Direct Vent Location / !! Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 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 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 1 trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: ��j4 Inter Connected: Battery backup: ✓4,"r" ik �J. 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 cT .• -,A��_ 0-3 '414—'4) Bathroom Fans,if no window �t 1�c3'""'�' Plumbing fixtures Foundation insulation to floor/Sticker on Panel ��� Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required3 Okay to issue C/C or C/O[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10,Revised 04/13/11 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: //-22--// NAME: Afrejetr . LOCATION: /)rj()fS PERMIT#: Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: Craig Brown, Zoning Administrator Notes: L:\Suel lemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCE MAP OF A SURVEY MADE FOR AMEDORE HOMES. NG. DY- VAN DUSEN + STEWS DATER .ltW G. 2005 59 0 oc.B. (s 0 U z �� �r I pyo —cz1. NM GOA wV LANDS N!F OF KONCIKOWSKI & ABODEELY ASPHALT PARKING LANDS N/F OF LANDS N/F OF FRANK NIGRO TAMMY & MICHAEL CALABRESE I \ O 1 O C� O I ASPHALT ASPHALT p�\s N84°38'41'W i w } S84°42'10"E 251.24' CONC. CONC. r------ ---- ----- -----------� r------ ---- ----- ---- ------ [— ---------------------- PAD PAD QIPF LU TREASURES O r===7 coNacrE 5roewrucUnu, E5ALT ASPHALT ° ° ASPHALT °° ------- 1 27 29 j 1 37 39 47 /r / %49 // I w I PROPOSED I I PROPOSED ( ( / � 01 ! BUILDING I t BUILDING 1 3 4 ' BUILDING L� rJ L� rJ 51 r l 25 31 I I 4I 1 I I�' as 1 ! I 35 1 oZ 1 45 t 1 { 1 I z1 / 33.7� !O ZL N74414Otiy 25.8 I I I l I I ' --------------------------� '--------------------------- N83°56'27V✓ a 0 UnuTIE5 a ° , CRUSHED ( A CRUsnED V STONE s s STONE ° PRESERVATION AREA 2 ° UTILITIES AIC UNITS Lli �,_ i 41.7.43.20 50. Ff. 1- ° � io co T o.9G iLcreS ! IPF coNcxcrEs.oewru Ca+cREreSuxwr♦r coNareresCewru CONCRcrEsawwc coNaere�ocwrix--------0 Q � 29.4' 3 7 p 1 �l Q. O to 's ! LIGHT I CONCRETE j R.o, M to o t ! ASPHALT GZ / z -T- - -i- -t- itu tu CONCRM5MMAM-- .e� BLDG { N O ASPHALT i 5G i 58 PLACE CPRIVATE ROADS o o I_ ----- !� ! LIGHTONCRETE 41 CONCRM910[wAtx CONCF=510Cwru CONCRM 50Ewrix CONCRerESioM" CONO=SRxwwc CONCRRE 5MVALr.. 0 El - - _ -*- # �[ LIGHT A/C UNITS ; -`j` ASPHALTTILmE5 ASPHALT ASPHALT °� !..._ _- ASPHALT ASPHALT AlALT G QO Zj 6� 12 O N 01 DO { IR 1 S85°21'35"E IPF 1 -� U N 3 11 S84°1705"E 555 1'35'E s8s°Zr3se 7s.oa 59 GIRF S85°05' 2"E v Cr IRF S84°4235"E s8 sss E c 132.65' mE LINE ON 3 1 8 Z O O Q U C-- P --ti a: a: U ZZ O O Q U oc U O O Q U E= Q:: U Z O O Q U 1= a' U so - 190.63 ... j._ Q 1= Cc (8 LU cr_ CL ._. ; - -- - J 0 Q U L% P: cc LU U 0 Q U Cz 1= a' �+! U 8ffMALr --- - $aN� --- --- ECiSNa EC23ND LOOR !FAjlnlO FDECK , Date= APIIL CO 3 W N^ O O ! I cp Qs Lo 0 I ; R=22,883.33' , , _ NI L=7.00' tiLo I O 374.19' ti3 \fie l • i I — G ,� !f— _ ASTER A.C. O ❑❑ I N ASPHALT • ! 2 STORY WOOD FRAME BUILDING '` W N^ O 1y ; , E I --`— -....._. ..,...._ 36.15'— ...,...._ ......._.. .:..._ ...:-_ ._:.__ .._..__ -.i...._ _. --- - I N83° 1541'W 4 PRESERVATION AREA 1 N6! \� 4j29yy _- . -- : _ � _ 33.602.02 SO. FT. - �! 0.77 Acres I .. I ._ ..... : , ko ° N i ,I u I {{ N83°20'4G'W 2� 14.98' p�\s N84°38'41'W i w } S84°42'10"E 251.24' CONC. CONC. r------ ---- ----- -----------� r------ ---- ----- ---- ------ [— ---------------------- PAD PAD QIPF LU TREASURES O r===7 coNacrE 5roewrucUnu, E5ALT ASPHALT ° ° ASPHALT °° ------- 1 27 29 j 1 37 39 47 /r / %49 // I w I PROPOSED I I PROPOSED ( ( / � 01 ! BUILDING I t BUILDING 1 3 4 ' BUILDING L� rJ L� rJ 51 r l 25 31 I I 4I 1 I I�' as 1 ! I 35 1 oZ 1 45 t 1 { 1 I z1 / 33.7� !O ZL N74414Otiy 25.8 I I I l I I ' --------------------------� '--------------------------- N83°56'27V✓ a 0 UnuTIE5 a ° , CRUSHED ( A CRUsnED V STONE s s STONE ° PRESERVATION AREA 2 ° UTILITIES AIC UNITS Lli �,_ i 41.7.43.20 50. Ff. 1- ° � io co T o.9G iLcreS ! IPF coNcxcrEs.oewru Ca+cREreSuxwr♦r coNareresCewru CONCRcrEsawwc coNaere�ocwrix--------0 Q � 29.4' 3 7 p 1 �l Q. O to 's ! LIGHT I CONCRETE j R.o, M to o t ! ASPHALT GZ / z -T- - -i- -t- itu tu CONCRM5MMAM-- .e� BLDG { N O ASPHALT i 5G i 58 PLACE CPRIVATE ROADS o o I_ ----- !� ! LIGHTONCRETE 41 CONCRM910[wAtx CONCF=510Cwru CONCRM 50Ewrix CONCRerESioM" CONO=SRxwwc CONCRRE 5MVALr.. 0 El - - _ -*- # �[ LIGHT A/C UNITS ; -`j` ASPHALTTILmE5 ASPHALT ASPHALT °� !..._ _- ASPHALT ASPHALT AlALT G QO Zj 6� 12 O N 01 DO { / BUILDING 1 -� U N 3 11 I a 1 v Cr c V1 1 i 18 Z O O Q U C-- P --ti a: a: U ZZ O O Q U oc U O O Q U E= Q:: U Z O O Q U 1= a' U Z � O Q UCc F= Q:: U Q 1= Cc (8 LU cr_ CL Z)Qj 0 Q U �i 1= 0C ll 1 U 0 Q U �i f+ CC LTJ U J 0 Q U L� a=- Q: lLJ U J 0 Q U L% P: cc LU U 0 Q U Cz 1= a' �+! 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CONC.OOR Fr°FLOOR FLOOR Fa Fa FLOOR FLOOR Fru FLOOR OOR PATIO PATIO PATIO ! fI DECK DECK DECK DECK DECK DECK z � - - j--I-.t w zo C° 1V 6l Os .A - zo 301.15' 77.6a GIPF N84°43149'W —1— ;— I cl) N84043'49NW -L- A GRAVEL PARKING PARKING ! i �_ 6IP-E- --- 'IPF -'- 77.38' _ ° ° IPF N84°49'51 "W IPF ° p ° - - ----=, x X QIPF QIPF as BARN Z a m LANDS N/F OF M. T. MINOGUE INC. LANDS N/F OF HARRON CABLEVISION OF NEW YORK, INC. +3 W w u —iz QO (O N N DO O O DO O N O a v Cr c V1 Z Co J Z) � Z O O Q U C-- P --ti a: a: U ZZ O O Q U oc U O O Q U E= Q:: U Z O O Q U 1= a' U Z � O Q UCc F= Q:: U Q 1= Cc (8 LU cr_ CL Z)Qj 0 Q U �i 1= 0C ll 1 U 0 Q U �i f+ CC LTJ U J 0 Q U L� a=- Q: lLJ U J 0 Q U L% P: cc LU U 0 Q U Cz 1= a' �+! U J 0 Q U CL p -- � (i1 U x -4 Date= APIIL CO CO L ` N^ 00 O O cp Qs Lo O d- r' l N I O f Lo NI � I O I O I t l i l N^ O m O N O Lo 'd' n N^ —iz cC ce 0 z a v Cr c V1 Cb r� o b x -4 Date= APIIL A 2007 Scale r -W S-1 SHEEr 1OF1 tt i DWG. NO. 99073_AS—BUI Rough Plumbing I Insulation Insction 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: �I�0J\9 Ad NAME: IV .k • ) PERMIT #: a LOCATION: MFM- 117. INSPECT ON: MAW W TYPE OF STRUCTURE: _/ Y N N/A Rough Plumbin I Nail Plates ent/Vents in Place 1 '/z 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.1 for 15 minutes Insulation / Residential Check/ Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape �;. 1 / COMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 io- tkid),e,s44 Framing / Firestopping Inspection Re sort Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:__/". em/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: -- (%x/111 - ,-��. PERMIT#: 2 �`1 LOCATION: 'CZ��--c5-=:)-<- c. INSPECT ON: 1-124-124-4— TYPE 't__ TYPE OF STRUCTURE: Y Ni N/A COMMENTS: Attic Access 22" x 30° minimum / +�, l � Jack Studs/ Headers I; � l Bracing/ Bridging � Joist hangers V -� 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 I Holes/ Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour / Firestopping ,\i Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:\Buiiding&Codes Fomtis-C}LD\E3uitding&Ca1esUnspection FansiFraming Firestopping Inspection Report.doc Revised January 7,2008 /C; /1,-WAed- Framing / Firestorping Inspection Report . Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: cr )am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 14 6-7-r • PERMIT#: C ' c___Sg=7- 7Th LOCATION: ix, e. �/.� i' 7 pe,,, SPECT ON: )_ TYPE OF STRUCTURE: 1 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 st.•.'•• 1,000 sq. ft. floor trusses - c .. :.. s 6 or less on center /7 1 ( Ice and water s,field 24 inches from wall• / e sepa '.n 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1A 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. (IN) 5.7 sf above/ below grade 5.0 sf grade L:1Building&Codes Fonns-0LD\Bui ding&Codes\Inspection Fomis\Framing Firestopping Inspection Report.doc Revised January 7,2008 /7._4_) ‘"?.1c(7_ Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pn41LL Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 1 rl NAME: i PERMIT#: r. LOCATION: ir ,v fe ; 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 Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inch,: :•'ve footing 6 mi poly ,r wet areas under slab Backfill • • •royal 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 2- 27 77,6-7-,s4 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/p - Departiricin/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ( Ll ) NAME: e--- PERMIT 4:• LOCATION: _ � 7 f i,e,t5r i� �� SPECT ON: - TYPE OF STRUCTU E: 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 Dampproof-mg 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 Bac ikpvah-- ( umbing Under Slab • � ' � opper Foundation Insulation Interior/Exterior R- I 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/pm Depart:/'L a m/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. I NAME: ( . ' ) J€• 4c-A-i-Lic 1;- 1 PERMIT#: cc — LOCATIONt`\ 1 ;S ( c ( 7;- INSPECT ON: TYPE OF S "UP : 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 17 1 4 t )C rt 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 (12_ _06) io - iZ WedAes-dia-,7 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm ,Depart: ( i�am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: M, ` NAME: 441 PERMIT#: a6- LOCATION: z./7 /ici-S f . INSPECT ON: ke— / / 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 , 1 Reinforcement in Place Footing Dowels or Keyway in place 'V, Foundation Dampproofmg Foundation Wa roofin 4 8 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 Reportdoc Last printed 12/20/2005 9:24:00 AM /- 37.,... ...„6„ Foundation Inspection Report 2-----. 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: '_//�, NAME: Al-e_10I'-<,_ . PERMIT#: ()IA' / 3 r'LOCATION: /l /'c 5/i fi-eS 7 • INSPECT ON: � ,—// TYPE OF STRUCTURE: / Comments �\ V N N/A Footings Piers / Monolithic Slab / Reinforcement in Place �, - The contractor is responsible for ` providing protection from free ,ng 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 i 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\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM