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2012-575 TOWN OF QUEENSBURY woiro742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120575 Date Issued: Monday, April 08, 2013 This is to certify that work requested to be done as shown by Permit Number P20120575 has been completed. Location: 34 GARNER St Tax Map Number: 523400-309-011-0001-058-000-0000 Owner: CHRISTOPHER PATTEN Applicant: CHRISTOPHER PATTEN This structure may be occupied as a: Garage Detached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 7-12 Bav R03d,Q1WC11SbUiy,NY 12804 3902 (318)761-8201 Community Development- Building plc Codes (518) 761-8256 BUILDING PERMIT Permit umber: P20120575 Application Number: A20120575 J'as i, Lala;'*.To: 523400-309-011-0001-058-000-0000 11crinissiota is hereby g;ramed to: CHRISTOPHER PATTEN For property located at: 34 GARNER St iaa the Town of Queensbaul-, to construct or place at theabove location in aaccordarace With application together with plot plans mid other infor�niatieaaa hereto filed and approved andin compliance with the ISYS l-ltaiforrn Building Codes acid, the Queensbury!a>tlirat; C 7rdiaaaticc_ Type of CCanStrLGGt"it}t] Value C)wrier address: ADAM L HAYDEN 34 GARNER�R St Garage Detached QUEE 1�,1SBURY I� 9 12804-0000 Sln le 1°araaily 17awellita8 $80,000.00 Total Value $80,000.00 C oiitractor or Builder's Name / -"address Electrical Inspection Agency Pltarts& Specifications 2012-575 1 st Floor 1,289 sq 1`t; Gat-age 484 std 1"t 1327.40 PERMIT FEE PAID -THIS PERMIT EXPIRES: Frielay, December 13, 2013 (lf a longer period is required,an application for an extension most be inaade to the code Enforcement Officer Of ttae Ter',tIrr of Qu,ecuStraary l)c,fnrr.tlae cxttiration date.) Dated at the Town of Queensbittyi 'I,bursday, December 13, 2012. SICi'`v`l:D BY to,-tlaa.'I"ovvia ofQueenslaurt. Director of Building„&Code Enforcement s OFFICE USE ONLY TAX MAP NO. 369, 1) -1-59 4� - 5 ?„..45-- _ DEC 05- 2012 7� PERMIT NO. FEES: PERMIT ?71 ri/lRECREATION /4-VA ENGINEERING (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF VALID PERMIT FOR CONSTRUCTION. in APPLICANT/BUILDER: l h .5 i"(LaP Y) OWNER: >a.I)1--ff ADDRESS:1 a3 n5 R O� �V.IJJ I Z Q)03 t' ADDRESS: PHONE NOS. 5-K) ICI(0 -Li 6 511 PHONE NOS. t. CONTACT PERSON FB ILDING &CODES COMPLIANCE: (1.h I i S ra_1--H)1 PHONE: S!S 17 C!6 -LA'S-4 LOCATION OF PROPTC.:13:„...0 bra i'l -r S r 'r-e -e -I-- HAS HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES N NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z p o LJJ LL ct PROJECT gOO - OJTct O = = I- l zD i � LL I-1- 2 OCDw Q yi Z C7 H1- O1rw - j Z < < ,- U) Nu) O LL 1- LL. d 2 oj) %(-) SINGLE FAMILY V I cX M61 10? v G7 II ' TWO-FAMILY I MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL 1��/ ATTACHED L'� GARAGE(1,2,3) OTHER 9`� L1 E L1 L( L 1 co. ,. . � Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 r-6() (.I 0 3 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: 13C— ESTIMATED C—ESTIMATED CONSTRUCTION COST: (--)e.:0 FUEL TYPE: IJC1tL(. C 6a6 f'(..'vc ed HEAT TYPE HO-1 4 *HOW MANY FIREPLACE(S): (/) AND I OR WOODSTOVES(S): Y' ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? iv/C) IS THIS A HISTORIC SITE? 11,1 C' I PROPOSED USE OF BUILDING OR ADDITION: Sin()?e f 1-n I I iseI ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? (\J0 ARE THERE EASEMENTS ON PROPERTY? 'N'U ' 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office 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 agr to the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 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: (1 kA.,\ BUILD' G &CODES APPROVAL ZONING APPROVAL DAT DATE QUESTIONS 7 CALL 761-8256 OR EMAIL codes(o?queensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensbury.net Operating Permit Issued: Yes No Occupancy Type: R' Construction Classification:T1 Assembly Occupancy Limit: Special Conditions: Town of Queensbury*Community Development Office*742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY (02-5-'7S 5-°7S TAX I IP P HO. PERMST HO. PERMIT FEE APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCEOFA VALID PERMIT. ( OWNER: ` h v'us ` a-I` e vl INSTALLER: 1 Jackson Rd• ADDRESS: 5,C-i\P vv; 1'G.\\S, NA I Zo 03 ADDRESS: PHONE NOS. 5 )s'l fl (0_ L L G 5 PHONE NOS. LOCATION OF INSTALLATION: 31 jI Oct.(r lir S`) (E'et RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRINDER 1980 or older X 150 = I INSTALLED? 1981-1991 X 130 = SPA OR HOT TUB 1992-present X 110 = INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING ✓ STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? I 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 I.•07 PER MIINUTE PER INCH Impi] (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: 1(Z'1)Cj 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 I SO ft. Each trench 3 x 50 ❑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 th- - and all requireme . of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary .t�- •ispos- a •..: codes(iqucensburv.net -,,z,../ 7; 6/� / � VISIT OUR WEBSITE FOR MORE INFORMATION Signature of Person Responsible Date!!! viww•queensbusv.riet Town of Queensbury* Community Development Office* 742 Bay Road, Queensbury NY 12804 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: lk'1 �� NAME: � tiw LOCATION: v., ,_,�` ` 2 PERMIT#: Final Survey Plot Plan A proved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: rraitr Rrntim 7nriinrr A elrrir i�M 1 qo wR, LL , 24 v� g 3 ab a � � a `�s'` �✓ roz a, a � a pp a o �. I 5 o Zm 4 "gyp � �� •v � � `�� b � �� I I o� I v � FE NI o — Flk � 0 4 — ` ml M N 3 •Orr I v I N h o 4.4 00 NI N I � m ry Wo vel t I 9 w L---------------------x�y; ,orJ N05°024rW 154.41' W c ro P2 V �W� r-, ��_ - Queensbury Building & Code Enforcement - Resi enti Final Inspection Office No. (518) 761-8256 / Arrive: am/pm Depart:// ^ ./,_)./,_) / Date Inspection request received: '/ , 4 Inspector's Initials: NAME: 24-11 -h PERMIT#: ( ', 7S LOCATION: C' ,f-c ,v-` 7-, DATE: (..//g/� c� TYPE OF STRUCTURE: l Comments: Yes/ No NIA 4" Building Number Address visible from road t/ J �, Chimney Height I"B"Vent/Direct Vent Location pi-‘ 1 ( n c Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches V �, / e Roof Complete/Exterior Finish Complete ��LL /� Platform at all exterior doors / J C 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 V Handrail Termination at Newell Post or Wall V 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 f Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight / Safety glazing/Window in stairwells safety gl ng if Interior Smoke Dectors/Carbon Monoxid Detectors Every level: �� Eve Bedro�dm: / Outside every bedroom a: / J Inter Connected: Battery backup: 1 Attic access 30 inches x 22 inches x 30 inches(height)in accessible area V / Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents f Bathroom Fans,if no window 4‹...._„-A-C.2 -�CPlumbing fixtures Foundation insulation to floor/Sticker on Panel ,n n Duct work sealed properly/Blower Door Test Certification r� C (,v r� LYI c7 Floor truss,draft stopping finished basement 1,000 sq.ft. / / kA-74)a,.c.51/4MA,•-- � Emergency egress below grade / ✓ Gas Furnace shut-off within 30 feet or within line of site V / `v/`' ?� � / Oil Furnace shut-off at entrance to furnace area / Furnace/Hot Water Heater operating i/ Low water shut-off boiler / r/ Relief Valve(s)installed/Heat Trap/Water Temp 110 ,/ / Enclosed Stairs Sheetrock Underside minimum W Gypsum r/ Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% - �!- Final Survey Plot Plan 10 V 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 required Okay to issue C/C or C l 0[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 THERMAL ASSOCIATES Quality. Comfort. Satisfaction. Thrormal Associatts 21 Thomson Ave. Glens Falls, NY 12801 518.798.5500 Fax 798.5620 Patten Property Management 7 Jackson Road South Glens Falls, NY 12803 5118-796-4654 We, Thermal Associates, performed a blower door test the project at 34 Garner St., Queensbury, NY, to determine the air changes per hour, for Patten Property Management on March 13, 2013. Testing procedure performed as per ASTM E779. The result of the test is: (855 CFM50 x 60 Minutes) / (1,088 sq. ft. x 19.5 ft.) = 2.545 ACH50 Adam DeVit Blower Door Tester Thermal Associates www.thermalassociates.com b w i i ra U`EL z oil 0, 21, Y => CD rn T'�i (:a r Z o•a a)'^ m by w � � X w � N •� l l r� � Yui Al tr A ti w z z n b n it � 1{} h � D c O � � M � G. Queensbury Building & Code Enforcement - Residential Final Inspectio�l Office No. (518) 761-8256 Arrive: am/pm part: t49)`�') am/pm Date Inspection requestqureceived:� Inspector's Initials: NAME: It J"�3"1 I C1 PERMIT#: 20 ?--" 514S— LOCATION: '2)46,rC;()-17--K.)-k-11___ DATE: (-2_ l ) 3 TYPE OF STRUCTURE: Comments: yvel No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location 1/5"Fresh Air Intake — 3 inch Plumbing Vent through roof minimum 18 inches 10'Th --.‘--4--" 1"--i/C"--,CC1443‘(-3– Roof Complete/Exterior Finish Complete Platform at all exterior doors 0 Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade VGuard at stairwell at 34 inches or more qr Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall 1� Interior/Exterior Railings 34 inches to 38 inches �1 / Deck Bracing/Handicapped Ramp Compliant J Grade away from foundation 6 inches with 10 feet ptv/A0 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches I Bathroom/Kitchen watertight /� Safety glazing/Window in stairwells safety glp�ing ✓ Interior Smoke bettors/Carbon M noxid�betectors Every level: p/ Every Bedroq . L�� Outside everybedroo area: V I J Inter Connected: � Battery backup: V 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 f Bathroom Fans,if no window Plumbing fixtures fr (217-.L.1\i`st5�, Foundation insulation to floor/Sticker onl� 2P Duct work sealed properly!Blower Door Testest Certification V ` L y 1 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 vJ Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum 4 / Basement stairs closed rise>4 inches ✓ Garage Floor Pitched Garage fireproofing/3 hour fire door/door closer CI /Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% ✓` Final Survey Plot Plan r�,� Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Y �/ / Flex Gas Pipe Bonding ✓ As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required y Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] 69 L:\Building&Codes Forms\Building&Codestinspection Forms\Residential Final Inspection Form revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12122/10, Revised 04/13/11 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart::'? am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: (2`.� r) `, " NAME: r . PERMrr NO.: ---c l l' LOCATION: `?) <' '� -c INSPECT ON: L�\Z__ RECHECK: Comments and/or diagram Soil Type: Loam / Clay Type of Water: uni al / Well Water Waterline separation distance ft. Well separation distance i Mgt ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A [150'to well required if NO] Absorption Field: Total length 1( ft. Length of each trench __ ft. Depth of trenches _ft. Size of Stone 7-37":",' ".� Seepage Pits: Number i.\,H1*-- Size: Stone Size: Piping Size Type Building to tank Si( A 12 Tank to Distribution Box t Distribution Box to Field / Pit A' --_,- ,t-1--- y? t Opening Sealed: _Yf N End Cap a/Y N Inlet/Outlet Pipes &Baffles Y Manholes 12"or less below grade _Y ti / [provide extension collar if Yes] Y— N Location / Separations Foundation to tank L. ft. Foundation to absorption i`' ft. Separation of Pits ft. Conforms as per13 Plan N Engineer Report antes-Built' 1 Y N ETU Maintenance Contract Y N 1 I provided Location of Sy ton operty: Front a Left Side Right Side Middle Front Middle Rear System Use Status: y k4prail Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc . . ,. 0 ,4 12_0 a ., Si 5 5 Gcdrie r f ro IN . 14 Garner ii-- Ho' i Lr.- 1°1 Ie IHS 1 tea, Jointa Galusha,LLC A Palletta Stone Corp. EMEIMINft.- PmutiMembers of the D.A.Collins Companies I a;. ,fes 3 i t 4 � READY-MIX CONCRETE-CRUSHED LIMESTONE-BLACKTOP PRECAST STRUCTURES-SAND-AGRICULTURAL LIME TOPSOIL-LANDSCAPE BLOCKS-CONCRETE PUMPING _ Corporate Office 269 Ballard Road Wilton, NY 12831 Office: 518.584.2421 Fax: 518.584.4382 SAFETY, QUALITY, PRODUCTIVITY - WWW.DACOLLINS.COM --?_ - c(f),,_ Rough Plumbing / Insulation Inspection Report /AY Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial044? 4,1441/ NAME: (7,4-rf PERMIT #: 1 Z -S-7-1--- LOCATION: S7-1---LOCATION: 3 L( C,.z f\f- -c__ ST-- INSPECT ON: //--3// 3 TYPE OF STRUCTURE: Y , N N/A Rough Plumbing /Nail Piat Plumbing Vent I ' n Placeill 1 % inch minimum Drain Size Washin. Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction _1111111111 Pressure Test Drain /Vent Air/Head50 5 P.S.I. or 10 ft. above highest connection for 15 minutes it Pressure Test Water Supply Piping Air/Head • 50 P.S.I for 15 minutes (-4__ „ 0101 .• - $ ic. 1 - t,/ Ilio = c *- K,. Tyvek or Similar Exterior Sealant IIIIII� Pro•er Vent, Attic Vent RA Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation161 If r- .uired unheated s*aces Combustion Air Supply for Furnace ■ Duct work sealed properly/ No duct tape it)? 1%,e) iLf) COMMENTS: fI 0 L V Rough Plumbing Insulation Report,revised Nov 17 2003, revised February 15,2005, revised January 7,2008 C9 ' a-1 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart2. t am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 01111 PERMIT #: LOCATION: 3 s' I INSPECT ON: TYPE OF STRUCTURE: S 0 Y N NIA . ough Plumbing ' all Plat; Plumbing Vent I Place 1 'A inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet 1 change of direction Pressure Test Drain I Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation / Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If =•uired unheated s•aces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape l COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Ma1 ?— ( D Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p De a s am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: c NAME: PC5bbes&- , PERMIT #: LOCATION: 3 (1n on _ INSPECT ON: /—d, 8- /3 TYPE OF STRUCTURE: Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Jjg--- Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head C2, 50 P.S.I for 15 minutes Insulation/ Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) 410 Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape W1,) ,,k -C1 J - COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Framing / Firestopping Inspection Report t g -y'D Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p D� fpm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1,1 NAME: 9" ,x 7 PERMIT#: / LOCATION: 3 A.d INSPECT ON: TYPE OF STRUCTURE: X N NIA COMMENTS: 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/ Holes/ Bearing Walls Metal Strapping for Notches Top Plate 1 'h (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 f Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation \& t v House side Y inch or 5/8 inch Type X Garage side 5/8 inch Type X IZA,;`•>iii�� Ceiling/wall Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf grade _ L:1Building&Codes Forms-OLD\Building&CodeslInspection Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report , Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ ��--�� rt: \ am/pm ;; 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: .l NAME: Pa PERMIT#: C5-7 LOCATION: _3 (2 ('c--u-n �?fl INSPECT ON: TYPE OF STRUCTURE: — S F 0 Y/ N NIA COMMENTS: Framing Attic Access 22" x 30" minimum 4 Jack Studs/ Headers j/ Bracing / Bridging Joist hangers Jack Posts/Main Beams :47 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 Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 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:1Building&Codes Forms-0LD\Buildiing&Codes\nspection Fomts\Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing I Firestopping Inspection Report _ c_ii-:,,,_ Office No. (518) 761-8256 Date Inspection request received: 0% // 75 Queensbury Building &Code Enforcement Arrive: am/pm Depart: , afn/ m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:(1' Pa\? t. �' p NAME: i/V1/1-•e'n PERMIT#: / 2--5- 7.5 --- LOCATION: LOCATION: - ( L7,r,.i\-A. ; r e e- I- INSPECT ON: AnSy/ TYPE OF STRUCTURE: Sa:\--) X N N/A COMMENTS: 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 it 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/ Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 '/ (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses ` � it L Anchor Botts 6 ft. or less on center r, `,, t-1 and water shield 24 inches from wall t, �` :�� \` (- '(— - Fire 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:\Building&Codes Fomes-OLD\E3uilding&CodesUnspection Forrns'.Framing Firestopping Inspection Repott.doc Revised January 7,2008 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:/� < NAME: PC-4-th"A, PERMIT#: / --S LOCATION: INSPECT ON: 1— '7 -/3 TYPE OF STRUCTURE: r Q Comment 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 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\Inspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM f.A.cdcat Jv Ia Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: /0;cid am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: J NAME: `,�'lt.C..t.vr-v\D PERMIT#: / - 'j f),5 LOCATION: 3 {f <� 6 c�'t,�v,-�-�-1" INSPECT ON: t L1k V3 TYPE OF STRUCTURE: j Comments L/(/ Y N N/A �j��j 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. I--�'�� Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: !11m/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ✓'��' d�� PERMIT#: LOCATION: � ' �`"2INSPECT ON: V., NV)? TYPE OF STRUCTURE: Conmen>p 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 ✓ Z_ -n5 &,` (De Footing Dowels or Keyway in place -44-6‘ Foundation Dampproofing �` L Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buiiding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM es d(- 13 (3 pr .) 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: j� NAME: P --ei PERMIT#: I ' 5-1>s LOCATION: :3 y O C3,�"(\ e.r S't INSPECT ON: j�- x10 j TYPE OF STRUCTURE: Z�-`) Comment 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 placeme t of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place f `�j Footing Dowels or Keyway in place `� '" Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Sff-kit 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