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2011-565 TOWN OF QUEENSBURY c� 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Q rY> Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110565 Date Issued: Friday, March 13, 2015 This is to certify that work requested to be done as shown by Permit Number P20110565 has been completed. Location: 20 FERRISS Dr Tax Map Number: 523400-301-019-0001-066-000-0000 Owner: KEVIN & TINA KELLY Applicant: KEVIN & TINA KELLY This structure may be occupied as a: Residential Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property /f „dit-- owner of the responsibility for compliance with Site Plan,Variance, or VVV 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 AIlik 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 wi r* Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110565 Application Number: A20110565 Tax Map No: 523400-301-019-0001-066-000-0000 Permission is hereby granted to: KEVIN&TINA KELLY For property located at: 20 FERRISS Dr 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: KEVIN& TINA KELLY Residential Addition $13,000.00 20 FERRISS Dr Total Value QUEENSBURY,NY 12804 $13,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency PAUL SOKOL 84 LAUREL Ln OUEENSBURY,NY 12804 p_ c 2 4\j 1__ei jiy A L Plans&Specifications BP 2011-565 392 sq. ft. residential addition $100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,November 16,2013 (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 Queexriud z sd /NLe er 16,2011 1 SIGNED BY >\ for the Town of Queensbury. Director of Building&Code Enforcement • ��` TOWN OF QUEENSBURY FOO 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110565 Application Number: A20110565 Tax Map No: 523400-301-019-0001-066-000-0000 Permission is hereby granted to: KEVIN&TINA KELLY For property located at: 20 FERRISS Dr 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: KEVIN&TINA KELLY Residential Addition $13,000.00 20 FERRIS S Dr Total Value QUEENSBURY,NY 12804 $13,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency PAUL SOKOL 84 LAUREL Ln OUEENSBURY,NY 12804 Plans&Specifications BP 2011-565 392 sq. ft. residential addition $100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 16, 2012 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town u sbury /We •s?•y,November 16,2011 SIGNED BY < G , 1 for the Town of Queensbury. Director of Building&Co.e Enforcement • OFFICE USE ONLY TAX MAP NO. L; PERMIT N0. I S in) FiC U V E FEES: PERMI�� .�L',. l Ili/RECREATION ENGINEERING 11111 �( Z��f (If applicabl •) ; T'{3WN UE ENS PRINCIPAL STRUCTU - : BUILDING& CODES APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONS REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION.APPLICATION IS SUBJECT TO APPLICANT/BUILDER: OWNER: <---1/4. 411.E.j.c ADDRESS: :� �+�lEBF3� LA • ADDRESS: 2_42.___ _ QQ I Q PHONE NOS.��— p PHONE NOS. __ 8_ --_.-_ CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: pkc PHONEco � ; LOCATION OF PROPERTY: I ris S DK/it-C- HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE a R SUBDIVISION APP VAL?ZES 0 NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: • ' .t I I PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z LLI Li- APPLY TO YOUR z 1 o o PROJECT 0 ¢ p O C1 S. D 1.- u iow W n0. = = Cl. 2 06 SINGLE FAMILY ___;33_& - i Ce TWO-FAMILY — MULTI-FAMILY ____ (NO. of UNITS ) — TOWNHOUSE - 1 BUSINESS OFFICE RETAIL- — MERCANTILE i FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER I 1 . IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINES$• ESTIMATED CONSTRUCTION COST: i I /"Y?/I T.,��. .._ B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? I () ARE THERE EASEMENTS ON PROPERTY? N O 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 an agree to the above. Signed ati2 ,A � 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 Application: zoning Laws of the Town of Queensbury. BUILDIN -& C.DE A-PROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761.8256 OR EMAIL Office Use Onl codes net VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issuers• v .. _.____ _. Queensbury Building & Code Enforcement - Residential Final Inspectio �n Office No. (518) 761-8256 Arrive: am/pm art't - am/pm Date Inspection request received: 13-1t7 --t) 4, Inspector's Initials: NAME: PERMIT#: 4ll LOCATION: a..0 c S DATE: TYPE OF STRUCTURE: Toz t,�I 1_lF >, Commes: Int Yes No N/A 4" Building Number Address visible from road 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 abovelrade 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 dearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors I main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Wi in stairwells safety glazing Interior Smoke I_ •rs/Carbon Monoxide etectors Every level: Every Bedroom: Outside every bedroom rea: Inter Connected: y Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access,1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor I 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'/"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'A hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Savingst_ighr s 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 required Okay to issue C/C or C/O[Temporary/Permanent] L:\Building&Codes Forms1Building&Codes\Inspection Fonns\Residential Final Inspection Form revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 lIgna l t--1, �.3 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart —I ) am/pm Date Inspection request received: Inspector's Initials: NAME: k,�vI�J�t",i I"IQi ' V PERMIT#: "' JAGS LOCATION: 'O/ Far t1,5 3 Dr DATE: TYPE OF STRUCTURE: R e s 4-4 d Comments. Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location 2-1(F) 111/(y/i a 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 I trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/CarbonMonoxide Detectors *.....0 Every level: Every Bedroom: utside every bedroom area: Inter Connected: Battery backup: 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 , i c?C-4Q--E(*) Bathroom Fans,if no window Plumbing fixtures � % Foundationninsulation to floor/Sticker on Panel 3C4-(Z/Vt/ --.— 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'"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%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 required Okay to issue C/C or C/O[Temporary/Permanent] .0 L:1Building&Codes Forms1Building&Codes1Inspection Forrns\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: r2am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's lnitials7 NAME: PERMIT #: 2,,c3"-- LOCATION: cE--11-uc)c INSPECT ON: 7, t� TYPE OF STRUCTURE: _ R -`› />111. Y N N/A R• ,h Plumbin. /Nail Plates Plumbing Vent 1 Vents in Place �== 1 14 inch minimum Drain Size Washi ! Machine Drain 2 inch minimum Cleanout eve 100 feet/chan.a of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: ti --v-kti sen • Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ A Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 'r. NAME: d; PERMIT#: J� . c t= LOCATION: '�L INSPECT ON: TYPE OF STRUCTURE: f"5 t&r i) Framing e — N COMMENTS: Attic Access 22"x 30' minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wan 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 I below grade 5.0 sf grade L:1Buiiding&Codes Forms-OLD1Buiiding&Codesllnspec tion Form &Framing Firestopping Inspection Report.doc Revised January 7,2008 Mile POWER TO PERFORM. MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Re: 11-3994 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Riverside Truss. Pages or sheets covered by this seal: I18447544 thru I18447544 My license renewal date for the state of New York is January 31,2014. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. 0:pF NEW Y 4 GAgC'4 Q,A co 9 to 4, A cc Lli m N 0� �O 08 009 -r()PESSI°ii/ November 30,2011 Garcia,Juan The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. s Job Truss Truss Type Qty i Ply 118447544 11-3994 T1 ATTIC 11 I 1 RK MILES SOKUL QUEENSBURY NY Job Reference(optional) RIVERSIDE TRUSS,RIPARIUS,NY 7.250 s Aug 25 2011 MiTek Industnes,Inc. Wed Nov 30 13:01:38 2011 Page 1 ID MAOPhrggWFsLsANSof_meuyJDBV-T_'?axingB61Z0112bR113EtF1MIZkesmz9RSFYyE_Th 10-} 5-1-2 1 10-4-4I 12-4-1 1 14-0-0 15-7-15 1 17-7-12 1 22-10-14 1 28-0-0 2 -10. 8.10-8 5 1-2 5-3-2 1-11-13 1-7-15 1-7-15 1-11-13 5-3-2 5-1-2 0-10-8 5x8 = Scale=1 56.0 7.00 12 8 3x9= LI 3x9= 2x4 II 7 I r—• 9 2x4 II 6 19 10 4x12 2 2 15x4 II 20 , 21 4x12 C 511 2x4 `' '+ 2x4 i • 4 12 4x8 2 • ' 4x8 3 1`13 14 91 TIS 4 LI lf14 8x10 18 17 16 8x10 4x4 = 5x8 4x4= l 5-1-2 1 10-4-4 1 17-7-12 1 22-10-14 1 28-0-0 1 5-1.2 5-3-2 7-3-8 5-3-2 5-1-2 Plate Offsets(X,Y): (2:0-5-0,0-2-61,114:0-5-2,0-2-61 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 46.2 Plates Increase 1.15 TC 0.82 Vert(LL) -0.39 18 >854 360 MT20 197/144 (Ground Snow=60.0) Lumber Increase 1.15 BC 0.73 Vert(TL) -0.52 16-18 >652 240 TCDL 10.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.09 14 n/a n/a BCLL 0.0 Code IRC2006/TP12002 (Matrix) Wind(LL) 0.09 2-18 >999 240 Weight:161 lb FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SYP SS*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 1-5,11-15:2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 6 SPF 1650F 1.5E JOINTS 1 Brace at Jt(s):19 WEBS 2 X 4 SPF Stud*Except' MiTek recommends that Stabilizers and required cross bracing be 7-9:2 X 4 SPF No.2 installed during truss erection,in accordance with Stabilizer SLIDER Left 2 X 4 SPF Stud 2-10-7,Right 2 X 4 SPF Stud 2-10-7 Installation guide. REACTIONS (Ib/size) 2=2382/0-5-8 (min.0-3-12),14=2382/0-5-8 (min.0-3-12) Max Horz 2=-161(LC 5) FORCES (Ib)-Max.Comp./Max,Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3620/0,3-4=-3461/0,4-5=-3094/0,5-20=-2885/0,6-20=-2871/0,6-7=-2367/0,,:;. c ' 7-8=0/706,8-9=0/706,9-10=-2367/0,10-21=-2871/0,11-21=-2885/0,11-12=-3094/0, 12-13=-3461/0,13-14=-3620/0 BOT CHORD 2-18=0/2884,17-18=0/2480,16-17=0/2480,14-16=0/2884 WEBS 7-19=-3352/0,9-19=-3352/0,6-18=0/760,10-16=0/760,4-18=-661/139,12-16=-661/140, 8-19=0/259 NOTES 1)Wind:ASCE 7-05;90mph;TCDL=4.0psf;BCDL=4.0psf;h=20ft;Cat.II;Exp B;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=60.0 psf(ground snow);Pf=46.2 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs ! O� N E to y non-concurrent with other live loads. C� pY 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Ceiling dead load(5.0 psf)on member(s).6-7,9-10,7-19,9-19; Wall dead load(5.0psf)on member(s).6-18,10-16 .<4` ,�JPI GARC/q�*9 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.16-18 ,...,'<i*' j f- 8)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced y� * standardANSI/TPI1. �� ,f;,1- 9)Attic room checked for L/360 deflection. n ,,, c LL U1 LOAD CASE(S) Standard I- f, r,,,u,, _+ Z• %- ESSlfl— November 30,2011 o , ®WARMIK Vrrifij NOTE OAT parameters and READ NOTOAT IIS AND PAW?DEO UMW REFERENCE PAGE MII-7473 ren. 10-`08 WORE USE Mit Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction it the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding eo»•x,.,e,00».. fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DjB.89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314,' ' ' Chesterfield,MO 63017 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/. Depart 742 Bay Road, Queensbury, NY 12804 inspector's Initials: NAME: PERMIT#: L'>._ LOCATION: " —2._,2 V)'rc� INSPECT ON: �-� TYPE OF STRUCTURE: Y tia COMMENTS: Framing Attic Access 22"x30" minimum Jack Studs/Headers ( �� Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. vk 1==5c oc-5 L�C► - �%`-'� Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. L 1: ,-c _ 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 lesson center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed t 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 Ceiiinglwail Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1BuUding&Codes Forms-OLDDBuiding&CodesUtapedion FonnsTrarning Firestopping Inspedion Repo tdoc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm ; Depart: 14,s am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: 4, 7.-.0SS la INSPECT ON: Z\ TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place V 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/chane of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check V Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation! Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing ! F'rest ppi g nspection eport Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: KPERMIT#: ' r LOCATION: INSPECT ON: .C'_ TYPE OF STRUCTURE: _ Framing Y 1 jma COMMENTS: Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 6(w) 16 gauge(8) 160 nails each side Draft stopping 1,000 sq. R. floor trusses rpottitlicgats6 ft. or lesson center Ice and water field 24 inches from wall 'on 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping 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 1 Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:iBuIkling&Codes Forms-OLDrBufiding&CodesWapsction FoimslFreming Firestopping Inspection Repotdoc Revised Jemmy 7,2008 Fours � - /6 --- dation Inspection Report Office No.(518)761-8256 Date Inspection request received: r I Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ,Cc) NAME: A PERMIT#: /_=S LS LOCATION: LS S -A - ' ' INSPECT ON: / �Sj� TYPE OF STRUCTURE: ,,P/) W ' l Con unentt Y N TA 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 vt,/� V Footing Drain Stone: 12 inch width 6 inches above footing 1 for wet areas under slab Backfill App 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. m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: �� /(V PERMIT#: LOCATION: �,. f'i 2,, lX . INSPECT ON: !2 - TYPE OF STRUCTURE: ��y 14 )r) 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,.: • se on site. Foundati. + /Wallpour ‘77 Reinforcement in-PFace 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\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM (Iz:oo ) /O- Iz )P %cS 7 . Foundation Inspection Report Office No.(518)761-8256 Date Insction req r = 11 Queensbury Building&Code Enforcement Arrive: 11: : pm - .art: MI� ,�� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti= • NAME: /ST L// j— PERMIT#:LOCATION: 20 Fer ri ss r INSPECT ON: — / TYPE OF STRUCTURE: ' Comments ` g� Y N ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM