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2007-668 w TOWN OF QUEENSBURY 410241 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20070668 Date Issued: Friday, October 02, 2009 This is to certify that work requested to be done as shown by Permit Number P20070668 has been completed. Location: 29 BEACON HOLLOW Dr Tax Map Number. 523400-297-013-0001-043-000-0000 Owner: HAYES CONSTRUCTION GROUP LLC Applicant HAYES CONSTRUCTION GROUP LLC This structure may be occupied as a: Fireplace By Order of Town Board Garage - 4 Cars TOWN OF QUEENSBURY Single Family Dwelling .i r Issuance of this Certificate of Occupancy DOES NOT relieve the ''� { � , � :4 � owner of the responsibility for compliance with Site Plan, ,°F �� "P" property P ty p � , Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. OFFI E USE ONLY0 ;• TAX MAP NO. 277 P _„ 0. 07-‘ OCT 2 :; 7007 + 470 FEES: PERMIT ,�OS RECREATION + ENGINEERING • .•- ++ (If applicable) ` ` PRINCIPAL STRUCTURE: A TlT1T -Jr _ _ - TOWN OF QUEENSBURY ` 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070668 Application Number: A20070668 Tax Map No: 523400-297-013-0001-044-000-0000 Permission is hereby granted to: HAYES CONSTRUCTION GROUP LLC For property located at: BEACON HOLLOW 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: HAYES CONSTRUCTION GROUP l Fireplace 395 BIG BAY Rd Garage-4 Cars QUEENSBURY, NY 12804-0000 Single Family Dwelling $400,000.00 Total Value $400,000.00 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2007-668 Lot 7, House No. 30 Beacon Hollow Drive Autumn Ridge Subdivision 6035 SQ FT SINGLE FAMILY DWELLING WITH 1 FIREPLACE AND ATTACHED 814 SQ FT GARAGE $805.60 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, December 04, 2008 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Q4eensb ; /CI T sday ill/iiemrlyer 04, 2007 ,-4.4A / r rc SIGNED BY Y for the Town of Queensbury. Director of Building&Code Enforcement —7-- Town ofQueensbury • Community Development Office • 742 Bay Road, Queensbury,y,NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? /f ARE THERE EASEMENTS ON PROPERTY? A,'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 1 4 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) r • r • • , 0 • 0 . •• a , 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 • 0• zoning Laws of the Town of Queensbury. Application: • • , , • ' • • DIRECTOR OF BUILDING & CODES ' ; ZONING ADMINISTRATOR • • •/ , • • / •, • , / •, •• • , • DATE ; ' • DATE • / , , • • , •, • • QUESTIONS? CALL 761-8256 OR EMAIL codes@queensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net y�`-; Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury,NY 12804 ate • OFFICE USE ONLY TAX MAP NO. PERMIT NO.O9PERMIT FEE • + ' ' • • APPROVALS: ZONING TOWN CLERK ; : .',. ,I • / 4 APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: - A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: ,6 (0"),�i/�l/c,li 0,-. INSTALLER: Aei 61 j/c AG,^ i ADDRESS: J 6 7 /J41 /��--e/ 1 ADDRESS: '7 525=- 4 ey 4., x‘,,,,( , ', PHONE NOS. 79-; — 9/47)-- PHONE NOS. $74)J// 2- LOCATION OF INSTALLATION: Lo+ %,.,le o ...,_ ' airy RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW BEDROOMS ., GARBAGE GRIND ; 1980 or older — X 150 gallon per bedroom = ' INSTALLED? .r. 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TU 1992-present 6 f X 110 gallon per bedroom = Vi INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ,vdAt: ✓ GROUNDWATER: / T WHAT DEPTH? 011 1/ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL:WATER SUPPLY FR`�(jA14$Y S.,.tPT3 SYSTEM ABSORPTION IS --AFT. ) C ✓ PERCOLATION TEST: RATE IS dlie' PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Boar_d approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: /2f'J GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH SV FT. ✓ TOTAL SYSTEM LENGTH: 20 0 FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH T. X --'—'-FT. ✓ SIZE OF STONE TO BE USED: # 2-- /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: --SAL. ii ii NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN li ill APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. • For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes@queensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION 14 i ( www.aueensburv.net Signature eon Responsible Date Town of Queensbury • Community Development Office . 742 Bay Road, Queensbury, NY 12804 i N12 47'46' S06 83.40' w °49'S5"W %., , -in. N- 30' • Ri p, •.�. �t ;',: oc° r F. i ; • - , • 1' 1 y :J ', ),:.,.."'1 .fir • J ��!`s Y,:i'_ `.I g. 78 sq.ft. 0, : y .. r�. ;, �_ -- `—....�_- t 2. ----- ;-me;µ; ' ,� a (7) 47,0 ,.. 47 822 sg.ft ,.;,rn; r Cr) 1.08 acres ° N ;; :'.�.: o as cv ! .10 acres r ,,,, CO o N . OD " XLOT - �pyj' :,rco o) J�/,';//•j, i ', , , . ..i/ ! , ' ,''. !F/f /.;• /% ' I N%/F� �!::' ;:,! / ' • • ' , , ', ` .. r;'17.,?7 _ ','1. � / /JJ,,` ,,.,,, J , ,. ,' ,f! /, r 1 f . / ! J,/, Jr % . • _ r'_?.�. '_.%-/;f 'J•;•i.J:..'.'. ' .i'• 1•ii/' ./,%,,,,//i//j. !//. , ,�,i •%:'/ !'.'/. ,/.// 1.' , /;/• , ! // ./ ;•Ir -I LL.:•;, %J / ,. /.•f! /' '!,;.' -,-7:// ' !'/%I/' '•';S2. 19 'r •,. ,: ! •. 114 64 , , , . . . . . .s� :;,, , ; ,,.,;; ; • ` .''' ''.`�';:'-3r 0 .JNCi, ,C UT BUFER WITH EVERGREEN '' /;r 'i:'-/ '%! ,/ 8747 .„ J. • , : J / �s7 ' , . ,, ! ./.- . S S5 W 7 S46°49'55"W ., S e. 49 ------ WARREN COUNTY.N.Y. i PA ELA si. VOMEL. CLERK /27°2-5 d 05 JUN 2 I Pal 2: 40 r ,fi a , , . , 07- We' , , , , Per it# ..> '',,, 7 ermi Date ''Jul REScheck Software Version 3.7.3 _,s Compliance Certificate Project Title: Jamie Hayes .. -• .` Report Date: 10/03/07 fF ;l' , _ • .. ., Data filename: C:\Documents and Settings\VISION Engineering\My Documents\VISION ENGINEERING `s ac'ts\•r'-.... O A. 2007\Plans\HayesConst\JamiePlans\JHayes.rck °-f r, ' -`. Energy Code: New York State Energy Conservation ` , ;, A _ Construction Code i-; , , Location: Warren County,New York '; i.;� �v Construction Type: Detached 1 or 2 Family (. ',':� Heating Type: Non-Electric Glazing Area Percentage: 14% A `/,ty,-k.,{, HeatingDegree Days: 7635 �o • • C� 9 yEsstiP��,` Construction Site: Owner/Agent: Designer/Contractor{ Autumn Ridge Daniel Ryan Queensbury,NY 12804 VISION Engineering,LLC Compliance:Passes Maximum UA:1519 Your Home UA:1178-->22.4%Bette~Than Code (UA) Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss: 3865 38.0 0.0 116 Ceiling 2:Cathedral Ceiling(no attic): 462 30.0 0.0 16 Wall 1 First Floor:Wood Frame, 16"o.c.: 3340 19.0 0.0 167 Window 1:Vinyl Frame:Double Pane with Low-E: 434 0.360 156 Door 1 Fire Door:Solid: 20 0.140 3 Door 2 French:Glass: 78 0.380 30 Door 3 9-Lite:Solid: 20 0.400 8 Wall 2 Second Floor:Wood Frame, 16"o.c.: 3235 19.0 0.0 177 Window 2:Vinyl Frame:Double Pane with Low-E: 266 0.360 96 Door 4 Garage:Solid: 18 0.300 5 Wall 3 Walk-out Framed:Wood Frame, 16"o.c.: 1265 19.0 0.0 59 Window 3:Vinyl Frame:Double Pane with Low-E: 210 0.360 76 Door 5 French:Glass: 80 0.380 30 Basement Wall 1:Solid Concrete or Masonry: 1960 11.0 0.0 125 Floor 1 Garage Floor:All-Wood Joist/Truss:Over Unconditioned 684 30.0 0.0 23 Space: Floor 2 Slab Edge Walk-out:Slab-On-Grade:Unheated:, 130 8.0 91 Insulation Depth:4.0' Furnace 1:Forced Hot Air:92 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Cod: requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to th- .-• of his/er knowledge,belief,and professional judgment,su plans or specifications are in compliance with this Code. .`1..i&A / øS /a 78A Builder/Desig/ Company Name Da Jamie Hayes Page 1 of 5 REScheck Software Version 3.7.3 Inspection Checklist 12.1 Date: 10/03/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1 First Floor:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2 Second Floor:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 3 Walk-out Framed:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,9.8'ht/7.8'bg/9.8'insul,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1 Fire Door:Solid,U-factor:0.140 Comments: ❑ Door 2 French:Glass,U-factor:0.380 Comments: LI Door 3 9-Lite:Solid,U-factor:0.400 Comments: ❑ Door 4 Garage:Solid,U-factor:0.300 Comments: ❑ Door 5 French:Glass,U-factor:0.380 Comments: Floors: ❑ Floor 1 Garage Floor:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Jamie Hayes Page 2 of 5 • Comments: ❑ Floor 2 Slab Edge Walk-out:Slab-On-Grade:Unheated,4.0'insulation depth,R-8.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade) insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:92 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-11. ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-6. ❑ Supply ducts in unconditioned spaces must be insulated to R-11. ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R- ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-2. .Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Fireplaces: ❑ Fireplaces must be installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Jamie Hayes Page 3 of 5 . 1 Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Jamie Hayes Page 4 of 5 1 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 Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types 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) Jamie Hayes Page 5 of 5 Queensbury Building & Code Enforcement - Residential a -1 Inspection Office No. (518)761-8256 Arrive: Vi..f,t 5 A• , ' •- • -- a rriT1c2.,. Date Inspection request received: Inspector's Initials: r NAME: H P IT#: C;-1 - I LOCATION: ,_,_ ..PAC I kt_L i`Y t ATE: -- t —Q A TYPE OF STRUCTURE: F 0 Comments: yof Ng -tiA . 4" Building Number Address visible from road I /, Chimney Height I"B"Vent/Direct Vent Location q(C7(/\ <.:-• Fresh Air intake . 3 inch Plumbing Vent through roof minimum 6 inches . / Roof Complete/Exterior Finish Complete J ..Platform at all exterior doors F- T \i,v,C,'1- ,11-vA4 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 i Interior/Exterior Railing s 34 inches to 38 inches Deck Bracing J Handicapped Ramp Compliant ► Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/ ulator 18 inches above rade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety lazing I Window in/stljnaells safety glazing Interior moke t tectors/Carbon Monoxide Detectors) r,-T-j'IL Every level: • Every room: Outside every bedroom area: ._____- Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area i , i Crawl Spaces 18 inch x 24 inch access, 1 sc�ft.-150 sq.ft.vents i Bathroom Fans,if no w indow / Plumbing fixtures I Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. / Emergency egress below grade / V Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area �F{uma�c YHot Water Heater operating 0,, Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 /� Enclosed Stairs Sheetrock Underside minimum'r4"Gypsum �/ Basement stairs closed rise>4 inches Am. Garage Floor Pitched AM Garage fireproofing/s/s hour fire door/door doser V,/- , Duct work Sealed property Gas Logs in Sealed or Glass Enclosure4._____ Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker i / Site Plan /Variance required Flood Plain Certification,if required Okay to issue C I C or C I 01 Temporary/Permanent] L:1Building&Codes FormssBuilding&Codeslinspection Forms1Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Queensbury Building & Code Enforcement - Residential F- - n : - ion Office No. (518) 761-8256 Arrive:. .a m I.r13. a ,pinDate Inspection request received: Inspector's initials, .` - NAME: ? PE r .. 0--7—(1)(k. LOCATION: 251 e 1(t) 1-\41Lt TYPE OF STRUCTURE: - Comments: . 4' Building Number Address visible from road Chimney Height I"B"Vent/Direct Vent Location ! Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Co ,•lete/Exterior Finish Corn• ete I . Platform at all exterior doors _ I. Handrail 4 or more risers . Guards at stairs,decks,patios more than 30 inches above !rade Guard at stairwell at 34 inches or more 1 Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall f interior/Exterior Railings 34 inches to 38 inches ✓ / Deck Bracing i Handicapped Ramp Compliant / Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate ✓ �' Gas Valve shut-off exposed/re!ulator 18 inches above !race 1 + , Interior •riv: I trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing .✓ Interior Smoke Detectors/Carbon Monoxicse Detectors Every level: 1 Every Bedroo� ,/ J ny Outside every bedrooarea: ✓ Interconnected: ,./ Battery backup: - i Attic access 30 inches x 22 inches x 30 inches(height in accessible area I / Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents / V Bathroom Fans,if no window V Plumbing fixtures ✓ Foundation insulation I Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. / Emergency egress belowjc rade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area ✓ Furnac3"Hot Water Heater operatirj *7 Low water shut-off boiler Relief Valve(s)installed 1 Heat Trap/Water Temp 110 /, Enclosed Stairs Sheetrock Underside minimum 1A"Gypsum ✓ Basement stairs dosed rise>4 inches // . Garage Floor Pitched / Garage fireproofing/%hour fire door/door closer Aq rop uct work Sealed perly as Logs in Sealed or Glass Enclosure Final Electrical �. Final Survey Plot Plan V Arc Fault Breaker in Bedrooms / Flex Gas Pipe Bonding ✓/ As Built Septic System/Sewer Dept. inspection Sticker •/ Site Plan /Variance required Flood Plain Certificat',- , re• ired —, / , * Okay to issue C i C •r CIO rary Permanent L:\Building&Codes Forms\Buiiding&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 l Framing / Firestopping Inspection R= • • ► Office No. (518)761-8256 Date lL '.n. req� 1_4 ived: Queensbury Building &Code Enforcement Arrive: b a • ,�� ■=part: a /p m 742 Bay Road, Queensbury, NY 12804 Inspector's lnrttal .-,•. NAME: 1-4 G.6PERMIT#: — _ LOCATION: Q.. C I f)V,1 INSPECT ON: TYPE OF STRUCTURE: Ffl Frami n9 Y / N COMMENTS: 1/ Attic Access 22"x 30" minimum E 0 C-_)\ EE�� !U F 1 1`1)2 L. Jack Studs/Headers Bracing/Bridging 1Qca .01 Joist hangers F RA- J\ �ke.) _1-)1 C.)�j Jack Posts/Main Beams Exterior sheeting nailed properly \\\D\C0t E- 1'I3E. _ 1 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center , , Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in 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 Fortes-OLD Building&Codes1Inspection Fomis1Frernim Firestopping Inspection Report.doc Revised January 7,2008 • t VISION ENGINEERING, LLC 16 Pearl Street,Suite 200 Phone: (518)792-9264 Fax:(518)792-9282 September 30, 2009 Hayes Construction Group 392 Big Bay Road Queensbury, NY 12804 RE: Autumn Ridge Subdivision Jamie Hayes House Structural Framing As requested we have conducted visual observations at the above referenced project location to review work completed related to the light-framed structural framing designed by our office. Based on previous site visits and observation of the visual portions of the work completed at the time of the inspections, it appears the wood framed structure is in general conformance to the plans and specifications included on Drawings 1 through 11 dated 9/18/07 by VISION Engineering, LLC. Thank you and please do not hesitate to contact me if you have any questions or require additional information or services. Si ely, U . D iel W. Ryan, P.E. VISION Engineering, LLC y <'..- Y' ' 1 , • Professional Seal Quality ■ Experience ■ Service ■ Teamwork Page 1 of 1 . ""--'7 /1'70 Queensbury Building.& Code Enforcement - Re0ElentialAFie s'ection Office No. (518)761-8256 Arrive: >Z1_ a 4_�-''" s- •- : �a ! bate inspection request received: . Inspector's Initials: ►r iIL'' NAME: ' P MIT#: r LOCATION: rrtp,t 8)///ZQ _ DATE: ' TYPE OF STRUCTURE: `` Comments: xe NOLA 4" Building Number Address visible from road — ‘ Chimney Height/"B"Vent/Direct Vent Location ,/ �►��-- �-� Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches — r.:V- 9---Vm-- `t 0471116.t Roof Complete/Exterior Finish Complete / / Platform at all exterior doors A)eSk\--. Handrail 4 or more risers fig Guards at stairs,decks,patios more than 30 inches abovejrade ,/ Guard at stairwell at 34 inches or more ✓ " (-p�VV_A\Oc" Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall I : ,,,, , \,A1- 41<r•--€._ %0 blANT Interior/Exterior Railings 34 inches to 38 inches / Deck Bracing 1 Handicapped Ramp Compliant ,/ Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate ,` t--� Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches I � F ,P3 Bathroom/Kitchen watertight , Safety glazing/Window in stairwells safetyglazing '� Interior Smoke Detectors/Carbon Monoxide Detectors �X�, ��G�� ‘ Every level: Every Bedroom: ✓ Outside every bedroom area: _ `C-- inter Connected: Battery backup: I a/ 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 __.- F 12-4: 13-11 ji & --' Plumbing fixtures ' .. � Foundation insulation I Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. /1/ Emergency egress below grade / Gas Furnace shut-off within 30 feet or within line of site j / �S Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating � ,�; 4 1,/,/, Low water shut-off boiler - /Relief Valve(s)installed/Heat Trap/Water Temp 110 ' Enclosed Stairs Sheetrock Underside minimum W Gypsum ` :/� Basement stairs dosed rise>4 inches7/4/ Garage Floor Pitched Garage fireproofing/%hour fire door/door.loser , , / Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical i Final Survey Plot Plan -�\) Arc Fault Breaker in Bedrooms Flex Gas Pi Bonding �`� �"" A� A0 p As Built Septic System 1 Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/01 Temporary/Permanent] , L:\Building&Codes Forms1Building&Codes\inspection Forms\Residential Final Inspection Form revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Septic Inspection Report Office No. (518) 761-8256 Date Inspection r-•ue -c- Queensbury Building &Code Enforcement Arrive: ! U) i1,• ►epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME:E._ P' R IT NO.: Q�-- LOCATION: z_9 ( aACc)n. } ,I too.) N •ECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/ Well Water Waterline separation distance _ ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field / Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes &Baffles Y N Location/ Separations Foundation to tank ft. Foundation to absorption _ ft. Separation of Pits ft. Conforms as r PI N Engineer Report and As-Built .Y Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear hem Us : Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc e NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-8511 September 25, 2009 Job# 46193 New York State Dept. of Health 77 Mohican Street Glens Falls, NY 12801 RE: Autumn Ridge (Hayes—Ridge Road) Subdivision - Queensbury(T) Beacon Hollow Way (Lot#6) Septic System Dear Sir/Ma'am: This letter is to inform you that we inspected the completed septic system for the house at 29 Beacon Hollow Way (Lot#6) in the Autumn Ridge Subdivision on September 25, 2009. The septic system as installed was for a three bedroom house and consisted of a 1,250 gallon septic tank, pump station and 245 lineal feet of absorption trench constructed with stone and perforated pipe. The system conforms to the requirements of the approved subdivision design drawings. Please call me if you have any questions or concerns. Sincerely, 7"---te:r/ homas R. Center, PE cc: Dave Hatin, Town of Queensbury Jamie Hayes read,/ nett) _v Septic Inspection Report Office No. (518) 761-8256 Date InsPe re ction -d: Queensbury Building &Code Enforcement Arrive: q'` '-.. 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi. NAME: _/ 5 P' ' IT NO.: LOCATION: _ >—_ eA_ A/AL...) PI 'ECT ON: RECHECK: - i5-- Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/Well Water Waterline separation distance ft. P4') Well separation distance ft. Other wells: _ ft. ��l Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank " i Ot '\t , Tank to Distrib '-- :ox �.� -Di�tibu ion x -��,`� r�y- A Opemg Sealed: Y N End Cap Inlet/Outlet Pipes&Baffles Y N Location/ Separations '' '7Q() Foundation to tank ti `eft. Foundation to absorption Separation of Pits ft. Conforms as rr Plot Plan En ineer Report and As-Bu i Y . N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: pproved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc j _ 1 11 Rough Plumbing I Insulation Inspection èport Office No. (518) 761-8256 Date Ins ection request received: Queensbury Building &Code Enforcement Arrive: `/'° 0 am/pm art: am/pm 742 Bay Road, Queensbury, NY 12804 Insp is Initials: NAME: '` PERMIT #: 0?-4: LOCATION: ,: INSPECT ON: ? TYPE OF STRUCTURE: Y N N/Aj 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 Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping 50 P.S.I fo 15 minutesiehr Insulation/ esidential Check/Commercial Check - • - imilar 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 fu rk sealed opera /y No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 kieaktess' Rough Plumbing / Insulation Inspection Rport Office No. (518) 761-8256 Date Inspection reque r= ♦ ed: Queensbury Building &Code Enforcement Arrive: am/SW 'art: c2-2.0 am/ egg,- 742 BayRoad, Queensbury, NY 12804 ry, Inspector's Initials( NAME: PER IT#: -- ‘‘? LOCATION: . )/f. . INSPECT ON: ,' -/5 c TYPE OF STRUCTURE: t $3- L ltut ITNIZA44D Y N N/A J Rough Plumbing I Nail Plates Plumbing Vent I Vents in Place :fr '` 1 1/2 inch minimum Drain Size ( + Washing Machine Drain 2 inch minimum '' -4-41Azi Cleanout every 100 feet/change of direction :. r/ Pressure Test Drain I VentVorN Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping ��`, /Head 15 minutes •6 sidential Check/Commercial Check Ux a\ imilar 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 Repoitrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation inspection Report Office No. (518) 761-8256 Date Inspection reques eceived: 0 i/c) Queensbury Building &Code Enforcement Arrive: V a 41:= - • - : 2z,1 a 742 Bay Road, Queensbury, NY 12804 Inspector's Initial 011er.,Lit NAME: (;;v s t(Jc? PERMIT#: LOCATION: 1 C I-I v( ( INSPECT ON: TYPE OF STRUCTURE: ‘1131415 S5. i ti r Y N N/AJ Rough Plumbing /Nail Plates Plumbing Vent/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.1. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes _ - ' Commercial Check VAgx-iptt_ V. C'Ed2-41>o2 iNRU yvek or Similar Exterior Sealant Proper Vent, Attic Vent - Door/Window Sealed (No Insulation) let Duct/Hot Water Piping Insulation i o - ' If required unheated spaces _ 6.-rz)MQ LEA Combustion Air Supply for Furnace EVaog % Duct work sealed properly/No duct tape cal; COMMENTS: '(}Pt‘,V 0°-)17/1 IFOLIC:a04 Rough Plumbing insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 7- t 7C) /c. //A{ Rough Plumbing I Insulation Inspec on Report Office No. (518) 761-8256 Date Ins+ection r- • -s,r ♦-ived: Queensbury Building &Code Enforcement Arrive: • 3 n = r,Z11r. ►" -part: Cf 31) 4 1 ni 742 Bay Road, Queensbury, NY 12804 Inspector's In ' - t. 0f i NAME: `JL� PE iT#: LOCATION: Cyr,_}- INS ECT ON: TYPE OF STRUCTURE: Y N N/A J Rough Plumbing I Nail Plates Plumbing Vent/Vents in Place 1 '/2 inch minimum Drain Size ti60�� Washing Machine Drain 2 inch minimum .. Cleanout every 100 feet/change of direction � ,� Pressure Test 2,_- eN Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping /7/ . .I fo Insulat50Pion esidential15minutes Check/Commercial Check T r 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 Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 (ectviis wk -),J $ jj Weve( Rough Plumbing / Ins'ulation Inspe io Report Office No. (518) 761-8256 Date Inspection r=,, - - •: Queensbury Building & Code Enforcement Arrive: 2`,I40 - f p ,1/fr., .art: a p 742 Bay Road, Queensbury, NY 12804 Inspector's fN: l' ►fi - NAME: 3- #: LOCATION: - I D-- I-015 TYPE OF STRUCTURE: Y N N/A Rough Plumbing I Nail Plates Plumbing Vent I 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 Pressure Test Water Supply Piping • 'r' 50 P.S.I for 5 minutes A� (' Insulation/ - -sidential Check/Commercial Check Qçt (; • - milar 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 (tA.r inky/•- If , l%' -_3 )4-7 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: I):ID am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:6,9 NAME: rjrE PERMIT #: - -( ‘-f. LOCATION: /I //&( ) INSPECT ON: TYPE OF STRUCTURE: 51 ) 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 Pressure Test Water Supply Piping Air/Head rSrdP.S.! r 15 minutes Insulation/ esidential Check/Commercial Check \e/ ' - • ;imiiar 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 properl uct tape COMMENT ..tL -c�tZ_ �`.'� Cry- -� C�► ‘Fc,ra_. Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation inspection Report Office No. (518) 761-8256 Date Inspection req - , re/ed: Queensbury Building &Code Enforcement Arrive: 9:a) a • ` - •art: 1 n-:?� 742 Bay Road, Queensbury, NY 12804 Inspector's Initial- , , . NAME: R e. 3 PE-1,i IT#: c 7—Co(g9'3 LOCATION: c CD r) 00 al)(3,' INS'ECT ON: 9 —2....1-4-09) TYPE OF STRUCTURE: ,_•F D �. 15 i 7.-1 ‘..) FLOC:en:if 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 ' ✓ leanout every 100 feet I change of direction / Pressure Test • =in / en t Air/ ead // '.S.I. or 10 ft. above highest connection for 15 minutes pf -ssure 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 sealedproperly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req - - =' - •. Queensbury Building &Code Enforcement Arrive:Z1V-10 a 4 0,7i ft,.,,• : 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:`!.Ai's"" NAME: P' ' 1T#: Itoi(?) LOCATION: nEfic t_Lnio t,J INSPECT ON: 9-may-68 TYPE OF STRUCTURE: 1))4(); ,N- N/A j Rough Plumbing/Nail Plates Plumbing Vent I Vents in Place v9 sr(`' 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 . .I. or 40 . above hi hest connection for 15 minutes Water Supply Piping Air/Head ti� 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door I 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 Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 — MI � , ,... Framing I Firestopping Inspection Report Office No. (518)761-8256 Date Ins• - .'on - • - _« ed: Queensbury Building &Code Enforcement Arrive: •-+6 /'-part:L: m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia jirf.i NAME: N 'ERMIT#: e — . „a LOCATION: t E_AC Its k('U NO INSPECT ON: .11:Mtri a TYPE OF STRUCTURE: „6F... ..__ ..__._..__w____,_. C-12-_-_-____1__________----- '1 .-6-/e* --' ,----NAO --.- -WI --Y — 2 COMMENTS: Ay k_._ _2 j F1 _ 7_ttic Access 22" x 30" minimum / RP,�) \-1o�c�e_ cs t.)L� Jack Studs/Headers ✓ Bracingi/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 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 Are separation 1, 2, 3 hour ' : ;-- 1.2, 3,4 hour ppi �v P A RTI f\t— Fuz0g_ Penetration sealed ot3i_- 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:1Buiiding&Codes Forms-OLD\Building&Codesllnspection Forms Framing Firestopping inspection Repo t.doc Revised January 7,2008 I V.DONA Framing I Firestopping Inspection Re• •rt Office No. (518)761-8256 Date Inspection • -- re- ved: Queensbury Building &Code Enforcement Arrive: ►, ,;--�' 17_r 6 as 742 Bay Road, Queensbury, NY 12804 Inspector's In �'`o_; _ NAME: u Air—'E-6..et ' ° RMIT#: ► _ �► . • LOCATION: CO HOLWL3 SPECT ON: TYPE OF STRUCTURE: F Q -ZZ-13t) Y N N/A COMMENTS: Framing -ET" D Mi\t3 . Attic Access 22" x 30" minimum t- 'uJ Cc--A-V\t":.)C-)E6 Jack Studs/Headers Bracing/Bridging tf:.- kO (c-a ,V,R) �-1 Joist hangers Jack Posts/Main Beams \�`-�- F DetoReD b-T 1 ice)e Exterior sheeting nailed properly Pt _� C—VA . TE, 00 12"O.C. Headroom 6 ft. 8 in. \CE 1 `-L- \ uFC Stairwells 36 in. or more (J --�-- � � C---\Exterior Deck Bracing ‘\) . ) c..e)tWL --ct Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '%(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in 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) 20 in. (W) 5.7 sf above I below grade 5.0 sf grade L:1Building&Codes Forms-OLD1BuiIding&Codes\lnspection Forms Taming Firestopping Inspection Repoitdoc Revised January 7,2008 Framing / Firestopping Inspection Re Office No. (518)761-8256 Date Inspection = - -- ♦-i ,: Queensbury Building &Code Enforcement Arrive: r - ►- rt: a •a' 742 Bay Road, Queensbury, NY 12804 Inspector's In" - -• -"_ r NAME: 41/2,4 /ERNI#: LOCATION: � jl/'per INSPECT ON: e• TYPE OF STRUCTURE: Y 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-/ rind 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 • - • ft. or less on center ce and water shi- d 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%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 Forms-OLDtBuiiding&Codesllnspedron Forms\Framing Firestopping inspection Report doc Revised January 7,2008 /G1 / /v1 ) Framing / Firestopping Inspectio 'e rt Office No. (518)761-8256 Date Ins 'o - = --i - • Queensbury Building &Code Enforcement Arrive: .= 9 742 Bay Road, Queensbury, Inspector's NY 12804 Ins ctor's Initia : NAME: ,f 5 PERMIT#: O LOCATION: -z._ /f INSPECT ON: 7— t�� TYPE OF STRUCTURE: Y N_ N/A 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 ‹"W:77\-- 6 ft. less on center Ice and water shield 4 inches from wall Fire sepa on 1, 2, 3 hour Ey:C 1— V- 1 . -k‘i Fire wail 2, 3, 4 hour Firestopping Penetration sealed, 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Builthng&Codes Form-OLD1BuiWing&Codeslinspection Fo ms\Framirg Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins . n - • = . - ♦-i - : 7 J `f 0k' Queensbury Building&Code Enforcement Arrive: ebb • part: am 742 Bay Road, Queensbury, NY 12804 Insp ector's Initia . NAME: 144y6-4) -ERMIT#: o""7-&4, . " LOCATION: 3/9 [ INSPECT ON: TYPE OF STRUCTURE: giAD Y NA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers Bracing I Bridging Joist hangers Jack Posts I 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 '/(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Rk .\ Ck/ Anchor Bolts 6 ft. or less on center tt�e arter she 4 inches from wall Fire separation 1, 2, 3 hour Fire6 k6 wall 2, 3, 4 hour Firestopping ( E Osc) V\ Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Ya 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 Form-OLDieuiiding&Codes\lnspection FormshFraming Firestopping Inspection Reportdoc Revised January 7,2008 t ---(- Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ- - iv s t A Queensbury Building&Code Enforcement Arrive:7')t7 : , 'rep : 7 am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: t 9 4444c'S c..t1D(Ax.-1 . LOCATION: �1At"~`` ' "' 3 6 �SPECT ON: j..3..."! s.„t&.\ 8 TYPE OF STRUCTURE.` Gee'CLM i—gt.7 Comments 3 -I--0-43yier-xelvs..., 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. f K.,%- Foundation/Wallpour - ' Reinforcement in Place q)S .\/ -O Footing Dowels or Keyway in ace `�/� �� CP qouitaion 9 Ai . : •offing 111 77/7 \ Q\ � Foundati on Wat- g ..f ing / &to- - �� Footing Drain Daylight or Sump Rotting :. ' Stone: 12 inch 'dth Nt,<\ '\\., -s above footing 0 p��s t=t are...under slab :acskiiii Approval q its '; 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 /1/Li/ -- ' Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:f am/pm 742 Bay Rd. ,NY 12804 Inspector's Initials:�Queensb m'Y idfrt ts) {/ NAME: PERMIT PERMIT#: LOCATION: 47, INSPECT ON: 7.\`fit eD TYPE OF STRUCTURE: Comments Y N N/A Footings ..-� Piers t)1,A,A,M Monolithic Slab \.f CI -(* aJ-( t j k Reinforcement in Place ) c'c — The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. ials ose on site. Foundation/Wa11pour /! .--r --/\ e.)C • • em orcemen f ► Footing Dowels or Keyway in place4.4 A_ k4crz,i---2_,t4cm4-t 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 /-3 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: z V NAME: OS PERMIT#: LOCATION: ------W ' - INSPECT ON: �� TYPE OF STRUCTURE: Comments Y N N/A Footings (5--C „C, e \ Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins _ request received: Queensbury Building&Code Enforcement Arrive- pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect s Initials: U ' ikili6' PERMIT#: 0) L— CG 8NAME: ON: C-�L a� �0c1...o ire INSPECT ON: OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place -7/r A The contractor is responsible fo. 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 NOV-05-2007 10:50 From: To:5187454437 P. 1/1 a'. Y 3A on.'` i 14-414,S' S 1 r c . • R /7"-ss.t':.;' l__.:'..'',N . ; ,L ' ii FL li / .og if;) , =�, f —,..-:7 IV�.......-•""'"— e 1)1\Ix 00 ---,\I" *//ititio, --.., WORK i ii POINT 1.2,o-u . . __, ' olio i / O 1000. Jp -_:. \-.\-• - -7., ,..-.:. Vd STAIR LAYOUT Post-it°°Fax Note 7671 Dahl rrlJ-%07 C ( #of _ To 1,:x. Froma..._ of-. VISION ENGINEERING,LLCCo./Dept. PILE__ Co. 4 Glees Falls Technical Park,Dox tt3 Phnno# Phiu'u:M Glons Falls,NY 12801 7 Phone,(510)792-9264 Ram 1$)792-9282 Fax 14 S ..icttry Fax# dyr0412•1fiinrouyinee+ng.org