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2007-103TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development -Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070103 Application Number. A20070103 Tax Map No: 523400-289-011-0001-039-000-0000 Permission is herebygranted to: JOHN SCHADWILL For property located at: 61 REARDON Rd in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JOHN SCHADWILL 30 BRITTA LYNN Dr Single Family Dwelling $200,000.00 QUEENSBURY, NY 12804-0000 Total Value $200,000.00 Contractor or Builder s Name /Address Plans & Specifications Electrical Inspection Agency -103 1776 SQ FT SINGLE FAMILY DWELLING $213.12 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, April 17, 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 To o ensb ~ T d , A ri117, 2007 SIGNED BY for the Town of Queensbury. Director of Building & Code Enforcement ~. o o ~ `~ ~ ~ ~ ~ ~ ~ ~ M A l ~~ VJ y ~ ~ p O QQ ~ O ~ n `I L..~ C!1 Gd o ~ ~ O w ~ n a ~ ~ y ~ ~ ~ ~ ~ N ~ ~ v ~"'~ ,.~ ~ O CS p; x ~ i~ 0 ~ ~ ~ C N O v, A `C ~ a j O ~ J ~ ~ y o y z c o 1^~ ~ ~ A~ C~ C"' ~ o o W l J ~ ?- ~ y +J "~ ~ ~J r ~ o ~ ~ o fD r ~ ~}0 N z '"' fC``~, ~ y ~ y a' `~ M l~D p., y ~ W ,~ • . .... l J N N ~ ° ~"~ a 0 a' N ~ ~ ~ $ O °-. Z O Z c~ ~ by W C ~ ~ l ~ ~" ~ ~q. C~c N o z GJ N ~ ~ ~' O ~~ i OFFICE USE ONLY ~y - RECEIVED ; TUC MAR NO. ~~ / ,,_ ~~~-' / "'~ RERMIT NO. V ~ ~~,~~_ FEES: PERMIT RECREATION ENGINEERING ~ ~ I `' ' ' ` '~ ; (If applicable) l'~NN ur ~4,.c~~v~~svRY .....................................................................'B'l~It131NG iXtaCIC~S[3~... PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL F~ BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER:~Oh/1 ~~-'-~-adw~ ~ 1 OWNER: ~1 L)I1 ~ ~dlG~ w11 ~ ADDRESS: 3D ~ f l ~ Lynn ~ 6'I V ~ PHONE NOS. 192"842~~ ~Z~-/727 ADDRESS: 30 ~/'l>~ LUn/1 OrlVe PHONENOS.79Z°$~~! 82`1727 CONTACT PERSON FOR BUILDING & CODES COMPLIANCE:!? ~Elddvlll PHONE: IZ' Z 82~-`I72; LOCATION OF ~. SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT ~ ~ APPLY TO YOUR z0 0 0 ~ ~ w O ~' PROJECT ~ w OJ~ LL~ w J ¢ x n-~U w Z ~ ~ wd ~ Z d ~ O~ O r ~wZ ¢ ¢ cn cicn i H i n.xo~ SINGLE FAMILY ~ I I ~ "~ ~ ~ I '~ TWO-FAMILY MULTI-FAMILY (NO. of UNITS) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL -NAME OF BUSINESS: ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ~D ARE THERE EASEMENTS ON PROPERTY? /~/p , 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. have read and agree to the above. 0 Signed ~. .5 / 07 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 Applicant to erect or alter the building described herein in accordance with said Application: BUILDING & CODES APPROVAL `Z , ~ I ' D T ' This application /proposed action described herein is found to be in accordance with the ; zoning Laws of the Town of Queensbury. ZONING APPROVAL I , I ~ DATE ,'~p,r~j,Il/)„ '/,_ ?c~'OFFICEUSEONLY~_________________________% % _._RE~~p~E~ _% o , TAX MAP N0. PERMIT N0. O~~ /D PERMIT FEE ~ ~ r :. ~ ~ -i APPROVALS: ZONING TOWN CLERK_ ~ ~ ' TOVvIV moo- ~.:v~~.:~.:~~URIY _____________________________________________________________________~ ;__BJ-~iLD1N~~c~A~A~~.; APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMITI A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. L OWNER:.JG/1Q(,~I,~/~~~ INSTALLER: l~-ICIS l..r'Qll II ~~ l I"d '+ nS~rUG~10~~ ADDRESS: ~ 8l'l~l Lynn DrlveJ ADDRESS: ~03 Inlo~dc~hrA~k (~1 I~ Rd LK Gco~~. PHONE NOS. 792-8{24' ~$2~f ~-1/727 PHONE NOS. W]9~'° O43i LOCATION OF INSTALLATION: ~f 2 ~]f^I ~~e, Lynn /~ r, .. ........... YEAR BUILT ~ BEDROOMS X ' COMPUTATION= _ :TOTAL DAILY FLOW IDENCE INFORMATION. i .. 1 .............................................................................................................................................................. GARBAGE GRINDER 1980 or older ~ j X i 150 gallon per bedroom .......................................... ~.....................................,..i.........1........................................,...................,.....:. ' . .. i X„ ,,,, , 9 p _ INSTALLED? .........................................,.........................................,......... ,................ PA OR HOT ..1981 •1991 s 130.,...allon....er bedroom ............................................................................................. S 1992 -present ~ j X i 110 gallon per bedroom _ , INSTALLED? TU ............................................~....................................,...........:.......................................................................:...........:.......~..~.o.......A.~....1..,.~~ . PARCEL INFORMATION: / TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE / SOIL NATURE: SAND LOAM CLAY OTHER / GROUNDWATER: AT WHAT DEPTH? t 300 ~ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? / DOMESTIC WATER SUPLY: MUNICIPAL WELL i/ (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) / PERCOLATION TEST: RATE ISA , °c^ """""'~' 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 Board 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: ',~QQ~GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH J© FT. / TOTAL SYSTEM LENGTH: Z OC) FT. SEEPAGE PIT(S): HOW MANY? / SIZE OF EACH FT. X FT. / SIZE OF STONE TO BE USED: #~/Q(~Q~ /DEPTH OR THICKNESS Z FT. I ~I ~I ~~~~~. / BED SYSTEM SIZE: X / ALTERNATIVE SYSTEM: LENGTH AND/OR S/ZE / HOLDING TANK SYSTEM: (If required} NO. OF TANKS: /SIZE OF EACH / GALLONS. /TOTAL CAPACITY.• GAL. NOTE: ALARM SYSTEM AND ASSOCIATED E,LIECTRICAL WORK MUST BE INSPECTED BY.A TOWN l; APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. i :........................................................... ...,. .,........... ................................ ... .......,,,..,,...,.,....,,.,,...,.,,..,..,. C...........~__`_ _.. _ _ .. HAANEN ENG~NEER~NG, LLP ~'~~(~~ R~~~~~~ T©Vv~, ~..A, ,~:...:___.R~~:~~~1RY BUILi~~~4~ ,`~i's~ Cf~~E Queensbury Building and Codes Department 742 Bay Rd Queensbury, NY 12804 (518) 761-8256 Gentlemen: October 27, 2006 Re: John and Tabitha Schadwill Please be advised that a percolation test was performed at the proposed septic location for John and Tabitha Schadwill's new home. Testing was performed on October 21, 2006 per New York DOH guidelines. Percolation rate for this site can be considered to be just under 6 minutes. Attached is percolation log. Please call with questions as they arise. Very truly yours, ENGINEERING, LLP Scott QuiganlP.E. 254 BAY ROAD, QUEEN$BURY, N.Y. 12804 TEL: (518)-793-7444 • FAX: (518)-793-7061 • E-MAIL: hihChihllc.com ~~~ ~ ~ ~ ~ ~ ~~~ ~ ~~ ~ ~~ ~ ~ ~-- ~ d~ ~ -- ,~ ~_ ,- ,~ `~ f L' ,. ~. ' ! ,~ 17 d ~ ~F a it _ ~ f :i ~ ~ 6 r f -- ~ i~ I jjJ~ ~y)~ /"~ L~ ~'~.~~ I ~~~~. ~~ .~ ~~ ~' ~' tr i c_,.° ~' ~ ~ „-~ ~•. ~., r ~., ~~ ,{ ~`` ~ , II ~' - Community Development Office own of Queensbury • 742 Bay Road •Queensbury, New York •12304 Marilyn Ryba, Executive Director • David Hatin, Director of Building & Codes Craig Brown, Zoning Administrator Electrical Inspectors D X03 RE~ENE"` ~. f"' ', i TOW N v~ c.iu:=~..; ~;:.,, , BUILDING AND ~~~~.~; THE FOLLOWING ELECTRICAL INSPECTION AGENCIES ARE CERTIFIED BY THE TOWN OF QUEENSBURY TO PERFORM ELECTRICAL INSPECTIONS: NAME 8~ ADDRESS OF BUSINESS INSPECTOR CONTACT NUMBER(S) Commonwealth Electrical Inspection Services Donald Loveland Main Office: 1-800-732-0043 357 Elwyn Terrace Ron Mumblo Local Office:1-800-562-9934 Manheim, PA 17545 Ron: 518-798-0905 Middle Department Main Office: 1-800-873-6432 143 Troy Schenectady Road Joseph Holmes Local Office: 1-800-479-4504 Watervliet, NY 12189 Joe: 518-273-0861 The Inspector, LLC Main Office: 1-800-487-0535 4755 McConchie Rd. Richard Moon Local Office: (51.8) 882-6140 Galway, NY 12074 Richard: 518-857-6233 New York Board of Fire Underwriters 40 Fulton Street - 6~' Street Walter Sonntag Local Office: (518) 463-2122 New York, New York 12210 PLEASE NOTE: WE CANNOT RECOMMEND AN INSPECTOR, HOWEVER, PLEASE ASK YOUR CONTRACTOR WHO HE PREFERS TO INSPECT HIS WORK. ~j~ _ heck /N/N/A Residential Plan Review: One & Two Family Dwellings (2) Full sets of plans Over 1,500 sq. ft. -Stamped ~ , .. Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf , Calculations. '~ Window Schedule With Glass Size Door Schedule /Main Entrance 36" Door !F. t+~ Emergency Escape Or Bedrooms and Habitable Space Above /Below grade, 5.7 sq. ft. Grade, 5.0 sq. ft. 24" (h) x 20" (w) min. 44" Max. Hei t above floor ~ Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing /Waterproofing Materials On Plans Foundation Drainage On Plans, if required 6" Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line, Vertical Fire Stopping Every 10' Where R wired Ice and Snow shield 24" Inside Exterior Wall / 24" Inside Knee Walls Platforms At Exterior Doors ' Stairway Headroom 6' 8' All Stairs 36" Width it Run and Rise finder Run and Rise .- Spiral Not Allowed From 2 Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width, 36" min. Handrails More Than One Riser On Open Sides Railing and Guards > 30" /Basement Stairs Included /Closed Risers More Than 4" in Ht. Safety Glazing Notes For Required Areas ~ ~ ~~ Garage Fire Separation Garage. Floor Sloped 'c Access Roof over 30" - 22" x 30" /Crawl Spaces 18"x24" Access bon Monoxide Detector Lowest Sleeping Level . Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed o~j Z' ~I ~.~' (~~ (~°~- 03-13-'0? 11:30 FFOM-SEFENITY HOIJSINi; 5183358082 01/25J2007 69:03 518-486-4487 NYSDOS CODES S~ :• STATe of NEVv Yoalt DtrPARTMENT OF STATE 41 STATE STREET ALBANY, NY 12231-0001 T-234 P002/003 F-9~2 PAGE bl/bj REGEIVEI~ ~ ~~ ~ ~~ TOVVN ur ,tut=Civ5t3vRY BUILDING AND CODE r_uos SPITZER QOVOtNOA January 25.2007 Mr. Alan Harmon Expel Homes, [nc, RR#2, Box 683 Liverpool, PA 17045 ltE: M 4497-ti2-0~3 System appal /COND1T10PFAL RENEwA-L ~¢ar Mr. Harmon In reference to your,written request dated January 1 ti, 2007, your original approval dated January «Q, 2003, to construct Factory Manufacturod Detached Clue- Aad Two-Family DtRellings aad Multiple StnACe- FAmily Dwcltings (Townhonsas) Syscem of Models designssed M 0497-02-073, iE hereby rrnowed as autborizad under 9 NYCRR 1209. This approval will remain in effect unlit January 24, 2009 unless sooner revoked, and is subject to n:newal thercafte~. BvUdings manufactured under thi,o approval are litnitetl to (pscallatign on sftc- meeting the fo{lvvrin~ criteria: 1. The Seismic Design Category w determined by geographte location and soil Site Class is llrnited as follows: geiami~ >)cxigr Category A• B, C and hl for lletacbed One` and 7'wo-'PAmity Uwel{{nos. Supplea~eetal Conddtions of Approval in addition, the conditions under which system approval is granted are: 1.The manufacturer is to submit to the Dlvislon a duplicate of the permit set far each dwelling to be installed in New York State. Each permit set is to be sealed end s'tgrled by an architect or entgineer registered in New York State and is to bear that architect or engineor's certif cation that "the plans and spcriticatioas of the pena[t set ate derived from and coscslstetct with the plans And specifications associated with this approval oa film with the Division and this condttional Approval letter." The certlt~ing se+ch(tect or engineer may not be affiliated or associated with the manufacturci s qualiry assurance agency. The following are specific requirements regarding the contents of the permit act, 1. A set of drawings comprising at a minimum: 1. t .l. Cover sheet which contains Information on: - Project location - Design criteria: tiering of applicable dcsig~ loads such as Ground Snow Loan, Seismic Design CatePory, Wind Speed, Live Loads, .Dead Loads, etc. -Applicable building codes and. desi~ spectflcations - Energy code information: sta/erncnt by profcssionsl of compliance with Energ}+ Conservation Cor+srruction Cade ofNe>7~ York,State, 2002 Frdtrio>7. WMIW.D06.STATE.NY.VE E-1AAll:INFO~00S.STATE.MY.V5 03-19-'07 11:30 FP.OM-SERENIT~1 HOUSIr1G 518885808? tlt/ tom/ Ytltl r a~: tl3 Oltl-vtfb-44tl / NY5llU5 CODES Mr. Alan Harmon January 25, 2007 Pale #Z T-234. P003/003 F-yyL PAGE 02!03 Method of compliance and pertinent documentation shall be provided. , -Occupancy classification -Construction type classificarion - General'notes - Index of drawings -Manufacturer's title block - Certification, by design profossional, of derivation from approved system set drawltsgs end this conditional appravnl letter 1.1.2 )rlevaNons 1.1.3 Ploor plans which convey the information on: - Required and provided light, ventilation, egress, window and door schedules - Unambiguous idendfication of structural members - Srnoks detectors and GFCi lntrrr=upt protectioa 1.1.4 Foundation plan 1.1.5 Building cross section with information on: -Building integration (module connections) details - Location of required flee stoPPYnB -Roof truss bracing and structural connections 1.1 .b Roof system • Special requirements addressed (such as sl{ding drilling or unbalanced snow load condition) 1.1.7 Non-typical details (such es prow roof, cantilever beams, etc.) 1.2 summary of references to system for selection of structural members. 1.3 Each page of drawings and calculatitms should be signed, scaled, and dated by New York State registered desl8n professional. 2. Thc•manufacturerwlll submit a weekly report sutnmarizins (listing) all permit sets with information about project location. l+roduetion serial number, and NYS insignia number. 3.The manufactvrer will promptly address the deficiencies of submittals. 4. The system conditional appnovat is subject to tertninadon upon evaluation of compliartec with the provisions of the Uniform Code. 5. The Division will conduct quality control review of permit set submittals to evaluate campliane¢ with the above conditions and with the provisions of the Residential Code oJNew York State. DeficienciES will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department oP State "Stamp of Approval" plecal on the accompanying set of plans and by the qualifying letter dated January 25, 2007 . t1, copy of the first two pages of this letter shall rrccotnptany eaclt set of plans eubntlttetl for w building permit and br deemed x duplicate original. ~~~~ Ronald E. Picrtcr, R.A. Director Division of Code Enforcement and Administration Enclosure cc: PFS Corporation 02073CA 1._Rcncwal 2.wpd Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community ~t 1 Applicant Name~y~ z Tax Map No. __ °Z ~ I ~ ~C "' ~ - c~ g Lot # House # ~~ roe tr t Lot Size: .D"1 AttP,dS ~ ~' ~ dl^ ¢2~i Mobile Home Park: Business Plaza: Planned Unit Dev._ Subdivision: Phase/Section Zoning Administrator ~~~~lic~~tion ------- ~ 2007 ~Zoninc~ Adr,~ir~!s;rator _.. T01Nty U~ QU~cNSEURY Effective Year Zonin Ordinance Zoning Designation Prior to 1967, July 10 Subject to current setback requirements at time of development. Section 179-20-10,B Subsequent to July 10, 1967 Development of lots within subdivisions subsequent to July 10, 1967 shall use the setback requirements in place at the time of the a royal of the subdivision. 1967 1982, June 11 1988, Se tember 19 Corner lot rule Prior to Nov. 23, 1992 a roved subdivisions * see note on back of form 2002, A ril 9 -~((.. Road_Name ___ __ Setbacks o ___ Existing__ Re wired ___ Pro osed -- ------~~ _Difference _ -- ~ -------------- Front 2 ~ - -- - --~„-` t~``~ _ --- - ------ ----------- - Side 1 ~-- -- - - _ --- ~. a---- - ----- --- -- -- ---- - ' Side 2 _. Rear 1 rf ~ ~ ~f.' -- ~ - ~Q~ ~ ------ - - ------._. ------ ----- - _ - j - _Rear2 _ -- - Shoreline _ --- ~ ; Travel ---- j Cooridor I °~ ~ Overla Zone ---- --- --. - Buffer _ - ---- --- ------~ _- ------~ Yes No _ meets depth, width, & square footage requirements _ preexisting, nonconforming lot with proper setbacks _ required frontage on public road _ has required off-street parking _ permeable area is adequate (Requirement is %) _ building does not exceed maximum height (Max. ft.) Is lot in a Flood Zone? Floor Area Ratio worksheet required? Zone: WR-1 A _:..: ,, .., , ;- Town of:Queensburyt ::ti _ REQUEST FOR PROPERTY AOORESS Town of Gtueensbury, Warren County, NY Department of Community Development Building & Code Enforcement Date of Request: 3 ~/~C-~i~ Name: ~JQ`1~/'! ~ ~~>// ~ Property Owner errant) cin:te one Telephone Number: (518) - ~2-8~~ (on property where request for address is made) gay-i~ Tax Map Number: section block lot New Address: • r ~ ,p.,.~ /Z • stcoet zip mole Old Address (if lrnown): fir, strut zip code Street Range - Comments: Date notified of new address: 3 2'" ®~ y telephone ~ fn person WhiteBldg & Codes Yellow/Assessor _. ~ ~ } BPC Make Map ~.~ ~e ~,d p sa~~ ~~ O ~'~~ Page 1 of 3 John Schadwill Property Parcel #28901100010390000000 (NEWSBL) Reardon Rd, Queensbury, NY -12804 Tax parcel ID: 28901100010390000000 Pacel Address Name:Britta Lynn Dr Parcel Address Number: 42 Parcel Abutters/Building Permit Checklist Prepared by T/O Queensbury Date: Friday, March 23, 2007 x-~ ~, - ~_ Town of Queensbury 742 Bay Road Queensbury, NY. 1280 5902 The Town of Queensbury does not warrant the correctness or accuracy of this data, or assume any responsibility for any explicit or implied uses. http://gby2svr/gis/MAKEREPORTtest.ASP 3/23/2007 BPC Make Map Building Permit Checklist (BPC) Support Checklist Report Parcel #28901.1.0001.0390000000 (NEWSBL) Tax map #: 28901.1.0001.0390000000 Current Zoning: 'SFR-l.A' Current Subdivision: None APA B1ueLine Status: Outside of APA Flood Plain Status: False Zoning setback requirement~(.eff~~e--•~O.Q2~_ SF,R=TA -Single Family Residential ~.. , .-! honing Setbacks Front 30 ;'`' Side 20 ~~ Rear Zp ~~'~ Shoreline becomes front yard 75 Feet _.... Approvals: _.___ ....._ Tyke Date Approval # Resolution # area Permits: Permit # Twe Permit Date Sfd Allowed Uses for this Zoning Zone Uses Value SFR- Home Occupation Accessory Use or Structure lA SFR- place of Worship Site Plan Review lA SFR- produce Stand <100 sq. ft. Accessory Use or Structure lA SFR- lA School Site Plan Review SFR- Page 2 of 3 http://gby2svr/gis/MAKEREPORTtest.ASP 3/23/2007 BPC Make Map lA Single Family Dwelling SFR- Uses Accesory to Principal lA Use Permitted Use Accessory Use or Structure Page 3 of 3 The Town of Queensbury does not warrant the correctness or accuracy of this data, or assume any responsibility for any explicit or implied uses. http://gby2svr/gis/MAKEREPORTtest.ASP 3/23/2007 Foundation Inspection Report Office No. (518) 761-8256 Queensbury Building 8t Code Enforcement 742 Bay Rd., Queensbury, NY 12804 Date Inspect~i~°~ request received: Arrive:~i!=L[- am/p D~ Depart: Inspector's Initials: !~ NAME: ~ c.L--- LOCATION: TYPE OF STRUCTURE: Y A Footings Piers Monolithic Slab Reinforcement in Place 3 r The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this se en 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 for wet areas under slab Baclcfill Approval Plumbing Under Slab PVC JCast /Copper Foundation Insulation Interior /Exterior R- Rough Grade 6 inch drop within 10 ft. ~. am/pm PERMIT #: '~~~ ~ ~ INSPECT ON: '~ Comment L:~Building & Codes Forms~Building ~ Codesunspectior~ Forms\Four~de+lion Inspection Report.doc Least prirtCed 12/20/2005 9:24:00 AM ~r ~ lI ' 1/© V ~~ O Foundation Inspection R rt C Office No. (518) ?61-8256 Queensbury Building & Code Enforcement 742 Bay Rd., Queensbury, NY 12804 Date Ins ti nfecluest received: Arrive: ~ am/pm Depart: Inspect 's Initials: '~ NAME: ` LOCATION: TYPE OF STRUCTURE: am/pm PERMIT #: ~,~~ - ~a ~~ , INSPECT ON: N Footings iers ~ 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 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 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 R. Comments -~~~~ L:\Building & Codes Forms\Building 8- Codes\Inspectbn Forms\Foundatlon Inspection Reportdoc Last printed 12J20/2005 9:24:00 AM . >~c~s s- `~ /rte Foundation Inspection Report ' Office No. (518) 761-8256 Date Inspection request received: ~ ~~1, Queensbury Building ~ Code Enforcement Arrive: ~ am/p Depart; am/pm „,// 742 Bay Rd., Queensbury, NY 12804 Inspectors itials: ~ (L~ NAME: ~ ~ LOCATION: 0.~'' TYPE OF STRUC PERMIT #: __~7~~ INSPECT ON: ` Comments A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 ho lowing the placement o e Materials for this en 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 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 R. C L:\i3uilding & Codes Forms\Building & Codesur~pection Forms\FourxlaAion Inspection tteport.doc Last printed 12/20/2005 9:24:00 AM Office No. (518) 761-8256 Foundation Inspection Report Queensbury Building & Code Enforcement 742 Bay Rd., Queensbury, NY 12804 Date Inspectio equest received: Arrive: `, p ~_ ~ peparr: Inspecto Initials: ~ ~ ~~ am/pm NAME: C`~~ PERMIT #: ©~ / ~~ ~ LOCATION: -~4 ~ ~ INSPECT ON: _ f O~- TYPE OF STRUCTURE: Comment V Y NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing or 48 hours following the placement of the concrete. Materials for this on site. Foundation / Wallpour Reinforcement in Place F ting Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width inches above footing 6 mil 1 for wet areas under slab Bacldill 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 8~ CodesUrOn Farn-slFoundation Inspedion Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518) 761-8256 Queensbwy Building & Code Enforcement 742 Bay Rd., Queensbury, NY 12804 Date Inspecti request received: Arrive: ~~_ am^/p~- Depart: Inspectdf s Initials.•V~ arn/pm '~ - D ~ NAME: ~ ~-~- PERMIT #: O 7 _ LOCATION: .Oa ~ INSPECT ON: 'Y' TYPE OF STRUCTURE: Comment N A Footings Piers Monolithic Slab Reinforcement in Place 1fie contractor is responsible for providing protection from freezing for 48 bows following the placement of the concrete. Materials for this se an 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 ' ch width niches above footing 6 mil 1 for wet areas under slab Baclcfill Approval Plumbing Under Slab PVC /Cast /Copper Foundation Insulation Interior /Exterior R- Rough Grade 6 inch drop within 10 $. L:\Building & Codes Forms\Building & Codes\Ir~speCtion FGKms\Four~daiion Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspec±ion request received: / Queensbury Building & Code Enforcement Arrive: am/p Depart: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's I itials: 1 NAME: LOCATION: ~ TYPE OF STRUCTURE: Y N NIA Framing LL G 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 Headroom 6 ft. 8 in. Notches /Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 au a 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 cavi min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf ade PERMIT #: G~~ r G3 INSPECT ON: ~ COMMENTS r4i C~c~ ~~~ or T ~ Framing /Firestopping Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 Date Ins ectio equest received: Arrive: am/p11~~ epart: Inspector's Initials: C)~~ NAME: ~ x'11 A-,DC~ ~ ~ LOCATION: ~ ~ TYPE OF STRUCTUR)/: Y N N/A Framing ~ ~. I 6- Y 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 Headroom 6 ft. 8 in. Notches /Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 %s w 16 au e 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 cavi min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch. Type X Ceilin wall Windows Habitable Space /Bedrooms 24 in. (Ii) 20 in. (W) 5.7 sf above /below grade 5.0 sf ade N am/pm PERMIT #: ~ ~ ~~3 INSPECT ON: / d COMMENTS < <~ Cr~~ ~~ ~~S Framing /Firestopping Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 NAME: LOCATION: d ~ TYPE OF STRUCTURE: Date Ins~tion r uest received: Arrive: ` pm D .part: am/pm Inspecto s I itials: Y N N/A Framing / G,lr-- ~~i,'L~ ~,~"/~/ Attic Access 22" x 30" minimum Jack Studs /Headers Bracing J Bridging Joist hangers Jack Posts /Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches /Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 %z w 16 au e 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 cavi min. Garage Fire Separation House side %z inch or 5/8 inch Type X Garage side 5/8 inch. Type X Ceilin wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf ade L /~ PERMIT #: ~/ / /!~ INSPECT ON: ,~ COMMENTS C .~~~. Frarrung / Firestopping Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 NAME: LOCATION: TYPE OF STRUCTURE: Date knspection request received: Arrive: c3S,3~ am/pm Depart: Inspector's Initials: _ Y N/A Framing Attic A ss Z2" 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 Headroom 6 ft. 8 in. Notches /Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 `/2 w 16 au e 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 wa112, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavi min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf ade am/pm PERMIT #: ~~~~ INSPECT ON: ° ' ' COMMENTS ~~~~- ~,n~~~S ~L.. ~ p ~ d ri ~ l ~? ~~D~ Framing / Firestoppin~ Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: ~am/ m Depart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initialsr~ NAME: / LOCATION: TYPE OF STRUCTURE: Y N N/A Framing At ~ cess 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 Headroom 6 ft. 8 in. Notches /Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 au e 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 wa112, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavi min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf ade am/pm PERMIT #: Q " ~0~ INSPECT ON: ~ COMMENTS r/ y ~~ ~1~~ ~` Nti~/: f Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Ins ;~ti~n request received: Queensbury Building & Code Enforcement Arrive: ~~'J/r am/pm Depart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _;~~ NAME: LOCATION: TYPE OF STRUC Y N N/A taming ss 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 Headroom 6 ft. 8 in. Notches /Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 %i w 16 au e 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 cavi min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf ade am/pm ~v~ PERMIT #: `~ INSPECT ON: Z COMMENTS ~/ GJ GiGi3 C~JStC~ v `~ ~ ,I' { Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials ~{_~ -- - i ~--- NAME: PERMIT #: ~ LOCATION: INSPECT ON: TYPE OF STRUC T1 /I~( r> Comm n Y NA i. onolithic 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 se 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 1 for wet areas under slab Bacltfill 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\Inspecdon Fom~s\Foundation Inspection Report.cbc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / Ins~Inspection~epo~rt~ Office No. (518} 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 Date Inspection request received:.- Arrive: 3 ~ ~ am/pm Depart: Inspector's Initials: ~ f NAME: ~~ LOCATION: TYPE OF STRUCTURE: Y N /A Rou h Plumbin Nil Plates nts in Place 1 ~/z inch minimum Drain Size Washin Machine Drain 2 inch minimum Cleanout eve 100 feet than a of direction Pressure Test Drain /Vent Air /Head 5 P.S.I. or 10 ft. above hi hest connection for 15 minutes Pressure Test Water Supply Piping ea 50 P.S.I for 5 minutes Insulation R sidential Check Commercial Check o er Vent ttic Vent Duct of Water Piping Insulation If re uired unheated s aces Combustion Air Su I for Furnace Duct work sealed ro erf No duct to e COMMENTS: PERMIT #: ~~~(~.L INSPECT ON: ~4~~~~. o~ ~y am/pm ~~,!/ L:~Pam Whiting~Building 8c CodesUnspection ForntialRough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 1 S, 2005 / o ~o ~~ ~ -~~~ . Rough Plumbing / Insulation I spection Report Office No. (518} 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 Date Inspectio request received: ,_._ Arrive: ! ~ am/pm Depart: Inspector's Initials:~~ NAME: r LOCATION: TYPE OF STRU URE: PERMIT #: INSPECT ON am/pm (J~ lD -~=~ Y N N/A Rou h Plumbin Nail Plates Plumbin Vent Vents in Place 1 ~/z inch minimum Drain Size Washin 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 hi hest connection for 15 minutes Pressure Test Water Supply Piping ea 0 P.S. for 1 minutes Insulation R idential Check Commercial Check Pro er V Attic Vent Duct /Hot Water Piping Insulation If re uired unheated s aces Combustion Air Su I for Furnace Duct work sealed ro erl No duct to e COMMENTS: ~~-~- a~~ L:~Pam Whiting~Building 8c Codes~Inspection Forms~Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February IS, 2005 G. Peter Jensen 17 West Road South Glens Falls New York 12803 (518) 798-3859 August 24, 2007 To Whom It May Concern: At the request of John Schadwill, I have reviewed the properties of TIVAR 1000 to determine its suitability for use as a blocking plate for the columns at the center carrying beam for the residence being constructed off Britta Lynn Drive in Queensbury. According to the manufacturer's literature, the compressive strength of the TIVAR 1000 is in excess of 77,000 psi. The load on the columns for the Schadwill residence is 275 psi. Therefore, based on the above, the TIVAR 1000 is suitable for use as blocking plates for the columns, providing the material is a minimum of 1 inch in thickness. Sincerely, ~~~ G. Peter ensen `~,~~,fiE D A q~ (ud Q~ZER Jp,~,~ ~~n Q ~ ~ ~ k ~ .. ~~, aeeoso ~,i- ~os K+~++~ ~ o CAD ~~.5~9'`~ t' I pection Report 1~.~ 2 - `~ C loS~ % o Sep Ic ns OPflce No. (518) 761-8256 Date Inspectlon request received: 1 am/pmt-De. part• i am/pm Queensbury Building & Code Enforcement fie' is Initials: ~~ " / 742 Bay Rd., Queensbury, NY 12804 Inspecto / j ~ ~~ cv~ I ~ PERMIT NO.: ~ ~ ~` NAME: INSPECT ON: LOCATION: __~e Q°,~ o~-~. ~c~(~ . RECHECK: 1l~~~~i~~"~--7 ~ Size Buildi to tank Tank to Distribution Box - ~~~~.~~-~ Distributbn Box Id Pit i Sealed: N P rtiat ? End Ca In Outlet Pi & Baffles N Middle Front Middle Rear NI'" system U _ Approved Partial Approved and needs to be re-inspected, please call the Building & Codes Office Disapproved Last revised 021006 bast revised 1/6/05 Location on Prope~Y~ Fro ear Left Side Right Side Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Amve: am/pm Depart: ~ am/pm 742 Bay Rd., Queensbury, NY 12.8041 ` Inspector's Initials: ~~ NAME: - ~~ ~,~~a.~-~.~ PERMIT NO.: L N: INSPECT ON: HEC Soil T e: Sand /Loam / Cla T of Water: Munici a2 /Well Water Waterlines aration distance ft. Well separation distance Other wells: ft. ft. Abso tion Field: Total len h ft. Len of each trench ft. D th of trenches ft. Size of Stone Se a e Pits: Number Size: x Stone Size: Pi in S e T e Buildin to tank Tank to Distribution Box Distribution Box to Field /Pit O nin Sealed: Y / N/ Partial End Ca s Location / Se arations Foundation to tank ft. Foundation to abso tion ft. S aration of Pits ft. Conforms as er Plot Plan Y En ineer Re ort and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Comments and/or diasram rzr~-~ ~-~ ~z t~v~~z-S ~~ ~, ~~, Middle Front Middle Rear S stem Use St us: Approved Partial Approved and needs to be re-inspected, please call the Building & Codes Office Disapproved Last revised 1/6/05 v ~ ~~ ~, ~~ C lvSe Queensbury Building & Code Enforcement -Residential Final Inspection Office No. (518) 761-8256 ~/ "~ Arrive: am/pm Depart: Date Inspection request received: (~ ! ~ / Inspector's Initials: NAME: ~ UR ~~ ~'-tJ l ~ PERMIT #: LOCATION: ~~( _~~' C ~~ DATE: TYPE OF STRUCTURE: Building Number /Address visible from road ~ ~C`.himnev Heieht / "B" Vent/Direct Vent Location. , Fresh Air Intake " 3 inch Plumbin Vent throu h roof minimum 6 inches Roof Com lete /Exterior Finish Co lete Platform at all exterior doors Guards at stairs, decks, atios more than 30 inches above ade Guard at stairwell at 34 inches or more Guard at deck, orches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railin s 34 inches to 38 inches Interior Handrails stairs 2 or more risers Grade awa from foundation 6 inches with 10 feet 6 inch clearance to sill late Gas Valve shut-off exposed /regulator 18 inches above grade Interior rivac /trim /doors /main entrance 36 inches Bathroom /Kitchen waterti ht Safe lzin /Window in stairwells safet lzin Interior Smoke Det ors: Every level: Every Bedryom: Outside every bedroom area: ~/ Inter Connected: Batte backu Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches hei ht in accessible area Crawl S aces 18 inch x 24 inch access, 1 s . ft.-150 s . ft. vents Bathroom Fans, if no window Plumbin fixtures ~" Foundation insulation Floor truss, draft sto in finished basement 1,000 s . ft. Emer enc a ess below de Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to fiunace area Furnace/Hot Water Heater o eratin LVW WZLtGl auua-vu vvaava Relief Valves installed /Heat Tra /Water Tem 110 Enclosed Stairs Sheetrock Underside minimum'/~" Gypsum Basement stairs closed rise > 4 inches Gara a Floor Pitched Gana a fire roofm /'/a hour fire door /door closer Duct work Sealed ro erl Gas Lo sin Sealed or Glass Enclosure Final Electrical Final Surve Plot Plan As Built Se tic S stem /Sewer De t. Ins ection Sticker Site Plan / Variance re uired ` Flood Plain Certification, if re Oka to issue C / C or C / O em or Permanent am/pm ~r'"-_ TC1 `~ : 3~~ Co= 4., {-~ ~~ /~t~~X// ,cam ~ ~r rig iJ~ 'Y~''~<~! _.,. ___.-~~ S "u /S' ,~ l~ ce ~ • i' ~~/ a/t ~~c- /~'CQSI ~, ,f',l~e}`~~ ir- ~h is~ ~~ ~ '' ~~ ;f /h t ~ Jv~ ~_~ L:~Building & Codes Forms~Building & Codes~Inspection Forms~Residential Final Inspection Form revised_100405.doc TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development -Building & Codes (518) 761-8256 Inspections per Permit Permit # P20070103 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 5/7/2007 12:0O:OOAM Footing Single Family Dwelling JOEL CLUGSTONE Staff Denied 2007-103 not ready 5/7/2007 12:0O:OOAM Footing Single Family Dwelling JOEL CLUGSTONE Staff Approved 2007-103 5/7/2007 12:0O:OOAM Reinforcement in Place Single Family Dwelling JOEL CLUGSTONE Staff Approved 2007-103 3-#4 5/16/2007 12:0O:OOAM Foundation Wall Pour Single Family Dwelling JOEL CLUGSTONE Staff Approved 2007-103 5/16/2007 12:0O:OOAM Reinforcement in Place Single Family Dwelling JOEL CLUGSTONE Staff Approved 2007-103 6/1/2007 12:00:OOAM Foundation Dampproofing Single Family Dwelling JOEL CLUGSTONE Staff Approved 2007-103 6/1/2007 12:0O:OOAM Backfill Single Family Dwelling JOEL CLUGSTONE Staff Approved 2007-103 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development -Building & Codes (518) 761-825G Inspections per Permit Permit # p20070103 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 6/12/2007 12:0O:OOAM 6 Mil. Poly Under Slab Single Family Dwelling JOEL CLUGSTONE Staff Approved 2007-103 6/14/2007 12:0O:OOAM Framing Single Family Dwelling JOEL CLUGSTONE Staff Denied 2007-103 Use approved lags and washers to attach sills together at each end of top sill and 6' on center Call for Re-check 6/14/2007 12:0O:OOAM Framing Single Family Dwelling JOEL CLUGSTONE Staff Denied 2007-103 Sill attachment -site check for questions 6/14/2007 12:0O:OOAM Framing Single Family Dwelling JOEL CLUGSTONE Staff Approved 2007-103 Sill attachment 6/19/2007 12:0O:OOAM Framing Single Family Dwelling JOEL CLUGSTONE Staff Partial 2007-103 6/19/2007 12:0O:OOAM Framing Single Family Dwelling JOEL CLUGSTONE Staff Denied 2007-103 MODULAR HOME NEED MORE INFO ON PLASTIC BLOCKS OVER STEEL COLUMNS 6/29/2007 12:0O:OOAM Framing Single Family Dwelling DAVID HATIN Staff Denied 2007-103 went over garage framing of gable wall nailing of sill plate ok TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development -Building & Codes (518) 761-8256 Inspections per Permit Permit # P20070103 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 7/17/2007 12:0O:OOAM Framing Single Family Dwelling DAVID HATIN Staff Approved 2007-103 garage framing toe nailing of plate ok 7/23/2007 12:0O:OOAM Framing Single Family Dwelling DAVID HATIN Staff Denied 2007-103 firestop exterior wall as discussed 9/21/2007 12:0O:OOAM Rough Plumbing Single Family Dwelling DAVID HATIN Staff Denied 2007-103 9/21/2007 12:0O:OOAM Insulation Single Family Dwelling DAVID HATIN Staff Approved 2007-103 garage wall only 10/26/2007 12:0O:OOAP Insulation Single Family Dwelling DAVID HATIN Staff Approved 2007-103 GARAGE ONLY Queensbury Building & Code Enforcement -Residential Final Inspection Office No. (518) 761-8256 Arrive: ~_ am/pm Depart: am/pm Date Inspection request received: Inspector's Initials: ~~-- NAME: ~~K , W PERMIT #: LOCATION: Ptr DATE: TYPE OF STRUCTURE: Ye No N/A Buildin Number /Address visible from road Chimne Hei ht / "B" Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbin Vent throu h roof minimum 6 inches Roof Com lete /Exterior Finish Com lete Platform at all exterior doors Guards at stairs, decks, atios more than 30 inches above ade Guard at stairwell at 34 inches or more Guard at deck, orches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railin s 34 inches to 38 inches Interior Handrails stairs 2 or more risers Grade awa from foundation 6 inches with 10 feet 6 inch clearance to sill late Gas Valve shut-off exposed /regulator 18 inches above grade Interior rivac /trim /doors /main entrance 36 inches Bathroom /Kitchen waterti ht Safe lzin /Window in stairwells safet lzin Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom,~frea: Inter Connected: r,/ Batte backu Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches hei ht) in accessible area Crawl S aces 18 inch x 24 inch access, 1 s . ft.-150 s . ft. vents Bathroom Fans, if no window Plumbin fixtures Foundation insulation Floor truss, draft sto in finished basement 1,000 s . ft. Emer enc a ess below ade 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 o eratin Low water shut-off boiler Relief Valves installed /Heat Tra /Water Tem 110 Enclosed Stairs Sheetrock Underside minimum %s" Gypsum Basement stairs closed rise > 4 inches Gara a Floor Pitched Gara a fire roofin /'/. hour fire door /door closer Duct work Sealed ro erl Gas Lo sin Sealed or Glass Enclosure Final Electrical Final Surve Plot Plan As Built Se tic S stem /Sewer De t. Ins ection Sticker Site Plan /Variance re uired Flood Plain Certific , ' uired Oka to issue C / or C / O [ em or Permanent ~C.?,3 r Comments L:~Building & Codes Forms~Building & Codes~Inspection Forms~Residential Final Inspection Form revised 100405.doc :,- t~ ~l~, TOWN OF G?~JEE(VBURY '~,n~~,.~ REVIEWED EY ~~ DATE'~~9 UEO TAKI GOVERNOR DEPT STATE OF NEW YORK . ~ DEPARTMENT OF STATE 4l STATE STREET ALBANY, NY 12231-0001 TOWN OF QUEENSBURY 6UlLDIN+; D~P~ RTMENT Based on our linited examin~~~,n, oompllance pith oar oomr~ts shall not De oonshuecl ~ ~ tfie p~ ~ ~ aye in fir] t1 tAE:: ;~ (,p~CS ~ RANDY A. DANIELS SECRETARY OF STATE Mr. Alan Harmon Excel Homes, Inc. RR#2, Box 683 Liverpool, PA 17045 Dear Mr. Harmon March 18, 2005 ~~1 F _ ,_,, .,,,„, ~~ RE: M 0497 02-073 S stem. a y pproval -CONDITIONAL RENEWAL In reference to your written request dated December 20 2004, your original approval dated January 24, 2003, to constnict Factory Manufachired Detached One- and Two-Family Dwellings and Multiple Single- Family Dwellings (Townhouses) System ot'Models designated M 0497-02-073, is herebyrenewed as attthorized under 9 NYCRR 1209. This approval will remain in effect until January 24, 2007 unless sooner revoked, and is subject to renewal thereafter. 1•;uilrtings manufactured under this appr~r~•al are lintitcci to h-sta.ltation onsites nteetii7g the folloFa~inn eritexia: I. "i'he Sei„;mis 1)esige~ Catetiary as deteriuined 17}' };eugraphic: locatia~t and soil Site Class is liix~it~.d as fo3loxv~s; Seismic l.)esign f.'ategorp ~~, li, f' i'crr Detached t.)i3e- ftnd '3 wcr- fasuily DH~etiiugs. Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: 1.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that "the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. 1.1. A set of drawings comprising at a minimum: 1. I.1 Cover sheet which contains information on: -Project location - Design criteria: listing of applicable design toads such as Ground Snow Load, Seismic Design Category, Wind Speed, Live Loads, Dead Loads, etc. - Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction. Code oJ'New 1'or/c State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. - Occupancy classification Mr. Alan Harmon January 24, 2003 -Construction type classification - General notes - Index of drawings - Manufach-rer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter ].1.2 Elevations 1.1.3 Floor plans which convey the information on: - Required and provided light, ventilation, egress, window and door schedules - Unambiguous identification of structural members - Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation plan ] . I.5 Building cross section with information on: -Building integration (module connections) details - Location of required fire stopping - Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) ].1.7 Non-typical details (such as prow roof, cantilever beams, etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location, production serial number, and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4. The system conditional approval is subject to terntination upon. evaluation of compliance with the provisions of the Uniform Code. 5. The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State "Stamp of Approval" placed on the accompanying set of plans and by the qualifying letter dated March 18, 2005 A copy of the first two pages of this letter shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Ronald E. Piester, R.A. Director Division of Code Enforcement and Administration Enclosure cc: PFS Corporation 02073CAL_Renewal.wpd