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2013-303 e TOWN OF QUEENSBURY 742 Bay Road,Qucensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130303 Date Issued: Thursday, September 18, 2014 This is to certify that work requested to be done as shown by Permit Number P20130303 has been completed. Location: 31 BIRCH Rd Tax Map Number: 523400-289-013-0001-020-000-0000 Owner: PAUL & MARGARET SHEEHAN Applicant: MICHAEL PHINNEY This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or ca ,f other issues and conditions as a result of approvals by the Planning Board Director of Building& Code Enf come or Zoning Board of Appeals. TOWN OF QUEENSBURY w 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 f Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130303 Application Number: A20130303 Tax Map No: 523400-289-013-0001-020-000-0000 Permission is hereby granted to: MICHAEL PHINNEY For property located at: 31 BIRCH 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: PAUL& MARGARET SHEEHAN 23 SYLVAN Ave Giarplace Garage Attached QUEENSBURY,NY 12804 Single Family Dwelling $475,000.00 Total Value $475,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency BRIAN ZDGIEBLOSKI 469-2824 1941 BAY Rd LAKE GEORGE NY 12845-0000 Plans&Specifications 2013--303 SFD 1st Flr 1,664 sf; lower level 1,149 sf Attached Garage 568 sf/ 1 fireplace (gas) $647.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,August 05,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of ens '`�' f;l i •, , ugust 05,2013 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes Received: ZOi PRINCIPAL STRUCTURE APPLICATION Tax Map ID: P 1 3 - 1 Permit No.: / - A permit must be obtained before beginning construction Permit Fee: $ '`1 .S, 5 1-50 F Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $ SS units, including single-family dwellings, duplexes or two-family dwellings, multiple family Site Plan No.: dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: homes,but not including mobile homes. This is in addition to the permit fee. Date July 8,2013 Applicant M1C.A. A (. �4{-i',% Ly Tax Map ID 28q. 134-20 Address 142 &RAW> /601S. Zoning \1 R -- SARATo6A PR t'.1& ,N`/ (2.866 Phone/E-mail (SIR) 567-7120 Property Owner 17kUU . -5-REEN-ANi Contractor/Agent tNRspI Z126-16$1t.sk.t Address .2 6YLVAI,1 AVE,. Address I941 Bay 'RccD 6tuE.,Et`1Sg(JRY rJY 12`6O4 (m-z Cs R68 1l`t 12-MS Phone/E-mail 051.8) 743-(oS aC0 Phone/E-mail C5(g) 464-2B2�I Contact Person for Building&Code Compliance: DAitJpk TEM t.1 -i �1�t ,`( t6rJ(Da Day Phone: (.518581-1 12D X•15 Building Street Address: 3 t iPtc tk p12. Subdivision Name: Lot#: Historic Site: Yes y No Estimated cost of construction: $ 475,oto Type of Construction: Check all that apply Please indicate measurements as required below: o c 1st Floor 2nd Floor Other Total Height F a a �LoIti1F.R} Vu) Single Family Wolf 5.G 1114q 5•F 9-1813 S.P. 211-91/2" Two-Family • Multi-Family(#of units_) Townhouse • Business Office • Retail-Mercantile Factory-Industrial Attached Garages(# ) X g 5•F. ICar-10" Other Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 If commercial or industrial indicate name of business Proposed use of building or addition 5 .0(011 (y S ID�,>f1(x • Source of heat(circle one) Gas Oil Propane l Solar Other Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" ✓Yes _No Are there structures not shown on plot plan? 1.10 Are their easements on the property? f.10 Site Information a. Dimensions or acreage of lot 0,�q. b. Is this a corner lot? t40 c. Will the grade be changed as a result of construction: ✓Yes _No d. Public water APriyate well l e. Sewer oPrivate Septic System 1 it Value of all work to be performed(labor and materials) $ 47557 Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 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. Print Name: Signature: ' (l —� tiall Date: 7. g FOR OFFICE USE ONLY: Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 Office Use Only Town of Queensbury Building & Codes Received: Tax Map ID: FUEL BURNING APPLIANCE & CHIMNEY APPLICATION Permit No.: /3 -30.3 30.3 Permit Fee: $ Application is hereby made to the Building &Codes Office for the issuance of a Building & Use Permit pursuant to the NYS Fire Prevention& Building Code, The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. Important Note To Applicant: Rough-In and Final Inspections Are Required: Date 301y 81 2013 Owner "PALL, -Z. stle.stkAtA Installer/Builder ?7V-1.At.1 Z ri eP,,to5k.i Address 23 5'ital4f.1 .fit Address t?4( 199 "RDOG 62U--ei.15Px5R%+ uY 12845 ,(AkICC bee ,,,Yt 12645 Phone 516- -lqb . Cp5610 Phone (5(8) 461- 2-82-4 Location of proposed construction and/or installation: -51- 13i kC 4*`RV/ &ut ENSt3OZ1, tiY 12-545 Contact Person for Building & Codes Compliance: JDA-1 att- TERPt -TR-C t't IEES(kS 0200P- 587-7(20 t(S Subdivision Name: Fuel Burning Appliance Information Wood Coal Pellet Gas Oil Stove Fireplace Insert Fireplace,factory built* Fireplace, Masonry _ Furnace, (Garage Only) * If Factory Built, Please Provide: Manufacturer Name: Model No. Listed By: Number: Chimney Information Masonry** ✓check one —Block —Brick —Stone Flue check one Tile ✓Steel Size in Inches 672 Material "check one Double Wall _Triple Wall —Insulated Direct Vent —Chimney Liner ** If Non-Masonry, please provide: Manufacturer Name: t4t.i-Crb Model No. 6c00 GL—X ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION & BUILDING CODE AND/OR MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE Town of Queensbury HANDOUTS REGARDING REQUIRED INSPECTIONS. Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 Office Use Only Received: Tax Map ID: Town of Queensbury Building & Codes Permit No.: SEPTIC DISPOSAL PERMIT Permit Fee: $ 1 3 —_303 A permit must be obtained before beginning construction Approvals: Applicant: K Iuk nt4X Installer/Builder 13tLLik.1 21,)b-it✓ 1o54Ct Address: 142 GPM t' AVE.) Address I 4141 3 t,{ -RCM) To&A 5B2.046st iW 121366 lA(Lt✓ itri2b )1/43 Y 12fs5 Phone: (I;NS) Phone L3($) 46c1- $324 Owner: II L ? • 5.14E•54+,401.1 Location of Installation I,UEd - 51 OE tPT20PE:gti Address: 23 &ICNht4 AVE-t4UE - 7E=,G ?(CT RAO CBW 3ORy ,MY 1 i '?- Phone ;,) 7673- 69q0 Contact Person for Building&Code Compliance: 17:311/44t'-A 175177114 -1214411/410.1 VF.6t6#J Day Phone: 567"7120 X 15 CSP Residence Information: Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? t'l() 1981-1991 x 130 = Spa or Hot Tub Installed? N30 1992-Present 3 x 110 = 350 Parcel Information: Topography 2( Flat Rolling _Steep Slope %Slope Soil Nature % Sand _Loam Clay _Other Groundwater At what depth? 7 Bedrockllmpervious Material At what depth? 7 Gorr Domestic Water Supply Municipal X Well(if well,water supply from any septic system absorption is la) ft.) Percolation Test Rate- 6:60 per minute 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). Tank size 1,000 gallon (minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub X 26t-t NGl- W tDG Lt4AM P" ?2 ) System Type: Absorption Field(with#2 stone) Total length 144 ft. Each trench 3 X 481 Seepage Pit(S)(with#3 stone) How many? Size? Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size? #of tanks? NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form on Town website;2)Effective as of March 23,2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system layout on file. There will be no exceptions. 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 Queensbury Sanitary Sewage Disposal Ordinance. Print Name: !111 ,dG L Nt/A1Al _r Date: ?• eip `f f7 Signature: - • _.�., ALA.A..4 Date: 2' O /b Town of Queensbury Building : Codes Principal .tructu e Packet 518-761-8256 Town of Queensbury Building &Code Enforcement Office No. (518) 761-8256 Septic Inspection Report Inspection request received: f Name: c)� l Inspected on: /(ii ' Vt n Location: ' q:;� Arrive: t l a.m./ Permit No.: ( — 3C57) Inspector's Initials: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/We ater Waterline separation distanc• ft. Well separation distance ft Other wells: Well Casing Length :0'+/- Y N N/A [150'to well required NO] Absorption Field: 'otal length ft. lc c f Length of each tr: ch ft. \�t/ Depth of trenche. ft. Size of StoneEprj. Seepage Pits: ! umber Size: Stone Size: v Piping Size Type Building to tan Tank to Distri.ution Box Distribution Be x to Field/Pit Opening Seal-d: Y_N End Cap Y_N Inlet/Outlet Pies&B." es Y N Manholes 12' or les•below grade Y N [provide exte sion ollar if Yes] Y_N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits f Conforms as per Plot an _Y N Engineer Report an s-Built N ETU Maintenance Contract provided Y N Location of System on Property: Front Rear Le ide Right Side Middle Front Middle Rear S stem Use Status' Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering Phone: (518) 745-0307 Fax: (518)745-0308 September 15, 2013 3, 305 Town of Queensbury Buildings Department S7 15 2014 742 Bay Road Queensbury, NY 12804 Re: SP 76-2012 Paul & Margaret Sheehan 31 Birch Road, Queensbury, NY 12804 Tax Map # 289.13-1-20 This office prepared the site and wastewater design plans for the referenced residence. We conducted periodic inspections of sitework throughout the construction process. It is my opinion that the septic system is installed in general conformance with the attached record drawings. Please contact me if you have any questions or if you require additional information. Best Regards, \=7‘kk- G. Thomas Hutchins, P.E. Cc: Paul & Margaret Sheehan Phinney Design Group G.Thomas Hutchins,P.E. 440 I Ilk LANDS OF WILLIAM CHASE .t� ... :. .. .., -: t;•I r �- Y :i. 3 a r � � � si"<w� r .�^ rs` • .:: <. .. ,.r:_ �.. ., e, r , -r .i a ': t -s ... �� ... - , �y 7• L.',: y... �*x r T� „r -.'- i 't,}'....*x` ✓r.:`"';:'... -c �t ,l r'-'_`.=,F=.`.,.� ,. . Pm`. `�^�' _L frT` �.� r.ttp . , �. r' ,-��-1;:-; r �f Y'"=`= • Y. { .. .. 4 t :':m'.`t . a. .,:::.: .:, .. ,.,f `v -..r' �, r..:."- rv, r3' s^t., ;i .r :rr'.:� ,x� .. rJ' ._ .v ,.r,.,�r :;c-. S . SITE- SOILS DATA ZONING REGULATION f.,,r.,+,�,- ; �1�` UEENSBURY TEST PITS TOWN OF Q v.r vr: s Lt x r LEGEND. _ ' TP T. HUTCHINS P.E. ,.,10/4/2012 BY ,y�. :d I € r:.•:,.r � �{.a�.. -: te�.:._.r�,,j __ -1 -<:: i ",�: .i� ..'�,'�.~Y. s WR WATERFRONT RESIDENTIAL _ $':,x -;1�� }� , .-Y. � ;.flit +'u, '`+V•,d .• :_`"x.:� of .d, _ , t fr Se v.- '? ' .n:`:. � f: i.F f L ...:i....l,. - .': m: , ...;.r � • i'i. Le"'_-`, _'.:.: s + ., y .I .. .ry ..� -.'^+. c ':':{ .. ..i .. �.,.. i -x - �':� attc. IPF IRON PIPE FOUND DIMENSIONAL REQUIREMENTS. WITNESSED B YCHAZEN COMPANIES FRONT SETBACK - 30 0-10, *=a€ TOPSOIL s cn - . . r. F GRAVELLY SAND, SETBACK 30 10 ® IRF IRON ROD FOUND SHORELINE SETBACK 50' RS IRON ROD SET 40% COBBLES &BOULDERS SIDE SETBACK - 20 'r ,t _,.,, .,. n-.[.' •:7&, .. MINIMUM PERCENT PERVIOUS 757 UTILITY POLE ROOTS ENTIRE DEPTH ,. T '-tea• a�:..} '^^ .r s.'.,, .�' �.;::,..:'>_r�(pj ,.. .. ,�..,. x r. •..: f _ J::= .- :,l_r �.. APPROXIMATE MAXIMUM BUILDING HEIGHT 28 , NO SEASONAL HIGH GROUNDWATER EVENCE,. _ � , t..._ r ..-... ____ __..��-� . ,_ ._ ., u- f• , , ;,-,✓ ,.,.. , .. ,x , Y::. ., - � -_. , r_:n. EXIST.:.MAXIMUM FLOOR AREA , .227 ... x .. WASTEWATER ,, E. %,�. R PROP F4L„ PROPHERBACEOU_S BUILDING HEIG.H,T, CALCULATION ALCULATION f-- HOHOUSE PLANTINGS TYR) UH SIDE) € 4E EXISTING GRADE AT RIDGE . PROPHDPE GRINDER"k, , MINSLOPE 98 MAXIMUM BUILDING HEIGHT '408.9 + 28 4369PUMPSTATION . 4 QOTINGDRA36.9 �:MAXIMUM ALLOWABLE RIDGEELEVATION Zf� '-X-1 fi 'ON.-NErC5 BASE FLOOR TO RIDGE MEASUREMENT . <E ' 2..7. . .....11:`. 5 8 (FROM ARCH PLANS) LANS Y.<OTHER.0 45. sraRsIR_.: f ,PROPOSED BASEMENT FLOOR ELEVATION 4088S -- I '- i1"=..•t,,=.ti:="<". _ '..., :, ."t . .. ,-,;,•.,., .. ,_.._t .: y.a. .T. _ - =.i-..,. .g._. . . _ 1 >rx...:.,":..,�:.c�:+....:r ,,.3 s.:...s . E, . •, _+.Errr.,-,,-,�I,: u . . 4-,<x. ':w,::ir�_r.,.- . .., ,-_•3 _t_. ,,ra. rv.. ::.S.v..:�.. �-:.,._.;u'�'_..„.. y .._..v,�. ff x.:.__?._+.�_.,.. > .r >_..-_,<.e^,:•-i.., - . /,..:r.-...a:�=' .. z K -' h ,. n* .d __ .:r. }S:rt.-,�., �: x a -.;::,jv."<Y::,s-:� .. _ . "� f�f..r,.:.�_,�.nxr.:�-.�.'.uG-..,.-;:... ,r'r 1 a,�„,,L '�...-�..__,r. r . :..:_ ..x t,,.,->,-,S^_'.,I'!'r'..s,., t....-:,�.,.� .�.; Y: - k,'. LyROAD 797-436.77 1f{-^sTEPPiNGsroNE PROPOSED RIDGE ELEVA138 PATHWAY EIGHT 2787. .. PROPOSED BUILDING H t/> ' , ".;, - � � ,- �_ �'` �, .: a,,s ;{,: �, �,. .. d� .,-:�;o .<. =- F >£r .:lit -rx,- {1�,?`•' r t, l /: s m. /=J="` f ...-" >E'i" .. < e ._.. i .. 3..,• -tom+-. .,-{,. '! rt.'-,.. ACCEPTABLE PLANT SPECIES DOCK BOTANICAL NAME7COMMON NA;'� :., -,- ,.„::,..a�`�.F ,,,;.�.n.'+, ♦ +.� . ,",. r_ . $?". ,- ti".�..t.r. ? + N:F'+ %f ,.e.r. - �5's`3kx, r: n�sna+_;,!#§N:?,.�ry�k , ... ,.. .u.t.ti✓x_. -_. ...,,c-, ^ �aT�x„,,.l,_'x� .".x,a..._.v.......�x. --•._x,,/f ,.4�"x:x=�%..,:�... ��,:`...:�_... r � ..�r_',...�§,� m:.'rs._,_�-,. x.vc~.-,,,,...,e;s.",t.`J:+...'.x-,.. �hS,.�:f:.-'. ,=�"3.'a ��, �m. .F%- \"� «d,-_fi1?.ia, �; �_- .::.�:: r_.� �.�e.,,c3.. .�.t._�n.fY -r -;,-:-.. :. LARGER TREES (CANOPY) ��s x ,,:nr, „r � , +:. rr s ,:.�- _ r.kir t;:�s.rs , �,� 'v, r, �t .::x:, � � ¢:.� S=.•, .47 + : k �.�, � . � x;. -`7 oI W I® LL4 ; i ..... PICEA MARIANA BLACK SPRUCE W -� SITE LOCATION LOCATION MAP U, Pu P PROP. SRUB THUJA OCCIDENTALIS EASTERN ARBORVITAE' t MIC u Ij ® ,l .y. o w (15T'YP.) ACER RUBRUM RED MAPLE PROP SEDIMENT PICEA GLAUCA WHITE SPRUCE PLANTING NOTES 6 O O ZONING' BOARD OF APPEALS APPROVAL Lv CONTROL FENCE Zoning Board of Appeals - Record of Resolution LARIX LARICINA - AMERICAN LARCH g W Town of G ueensbury 742 Bay Road Queensbury, NY 12804 (5181761 8238 1. PROTECT EXIST NG TREES INDICATED TO REMAIN FROM SKINNING AND } DRAIN } --1 FRAXINUS NIGRA BLACKASH ": ,' - FILLING AROUND BASE. - . -Roy Urrico Secretary ..{ ) -5tevenJackoskr Chairman 2. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND 9" ( gF '408. n SMALLER TREES & LARGE SHRUBS UNDERSTORY PROPOSED WELL : � r �� s .. h MAINTAIN 100 SETBACK TO ABSORPTION FIELD / ern .F en PROP. HERBACEOUS j . } 'l -0LANTINGS(TYP.) u r' REMOVE EXISTING BUSHY �- VEGETATION, STABILIZE WITH ®• _._ '�,T `, p� BOULDERS AND REPLACE WITH • POINT TJ 15-20 PLANTINGS FROM `, �. •., \BUILDIhjG HEIGHT RECOMMENDED LIST NATIVE GRADE 408.9 6:9 PROP. WHITE_ 1 �(3 SPRUCE (4 TYP.) HOUSE )XIMATE ro3 u . SEPTIC TANK SEPTIC TANK OUTLE II LANDS OF r VIBURNUM TRILOBUM AMERICAN CRANBERRY ARONIA MELANOCARPA BLACK CHOKECHERRY CEPHALANTHUS OCCIDENTALIS BUTTONBUSH' ,. SALIX BEBBIANA BEBB'S WILLOW SPIRAEA ALBA MEADOWSWEET NEMOPANTHUS MUCRONATUS MOUNTAIN HOLLY LINDERA BENZOIN NORTHERN SPICEBUSH ARONIA ARBUTIFOLIA RED CHOKECHERRY CORNUS SERICEA RED TWIG DOGWOOD SALIX LUCIDA SHINING WILLOW ALNUS INCANA SPECKLED ALDER SPIREA TOMENTOSA STEEPLEBUSH MYRICA GALE SWEET GALE LLEX VERTICILLATA WINTERBERRY HOLLY HAMAMELIS VIRGINIANA WITCH HAZEL' ih' 1 d f b 1 = TOPSOIL IN PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROPOSED WR ZONE To: Paul & Margaret Sheehan .. PROJECT FOR: Paul & Margaret Sheehan PROVIDE FINE GRADING SOIL AMENDMENTS. 44.8' 52.4' 23 Sylvan Avenue , :' 31 Birch Road, Glen Lake .AND 31.1' [EIDECNORTH) Queensbury, NY 12804 ` 10.6' 3. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX 1715 SF 20' 57,8' 22.4' GENERAL MIX, OR APPROVED MIX; AT A RATE OF 5 LBS PER 1000 SF AND DECK @ LAKE 195 SF The Queensbury Zoning Board of Appeals has reviewed the following request of the MULCHED WITH STRAW OR HYDROSEEDED. - 1510 SF 2280 SF below stated meeting and has resolved the following: 4. PLANTING SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION OF 1460 SF ; PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL, 1 PART TOTAL IMPERVIOUS Area Variance No. 62-2012 Paul and Margaret Sheehan COMPOSTED MANURE, 1 PART PEAT MOSS AND PHOSPHOROUS FREE PERCENT IMPERVIOUS 14.4% eehng Date; December 5, 2012 8.7%- STARTER FERTILIZER AT 1 LB PER 20 SF. Approved x �' - 5. MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK, " FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. 6. MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK, FREE OF WOOD' MOTION TO APPROVE AREA VARIANCE NO. 62-2012 'PAUL AND MARGARET SHEEHAN CHIPS, LEAVES -0R OTHER UNACCEPTABLE MATERIAL Introduced by James Underwood who moved for adoption, seconded by Richard Garand: STABILIZATION 31 Birch Road. The applicant proposes to demolish an existing 1,352. square foot residence with accessory structures and construct new, 2,597 square toot, three 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS bedroom residence. Parcel will require a variance for, road access because they share p SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE a drivewaywith their next door neighbor, the Chases. The request for actual physical 9 9 P Y � access from road frontage requirements is a requirement by the Town Code, but due to ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN the fact that the lots are 100 feet or less and in this instance I think it's 100 feet plus along the shoreline, to. require them to put in their awn driveway would be redundant, NO CASE MORE THAN 7 DAYS. " 't ih J, ! ,,:TOPSOIL, SEED & INSTALL \ y and so, in ,s request, we, on eel ere II a any impacts because the driveway Is LAN EROSION CONTROL BLANKETS ALICE GENTHNER \ HERBACEOUS PLANTS (PERENNIALS, GROUND COVER) already existing. There is a new arrangement being brought together the two 2. STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING HERBERT LEVIN ON CUT-SLOPE/NORTH AMERICAN GREEN S GR C R EQUAL 1500 . .. PLANSETBACK SITE S . . ,. _.,DUCE .� WA WASTEWATER ' CHE S S 5. . _ r a SCALE: 1 "=20' , e SITE SETBACKS TOTAL LOT AREA REQUIRED FOR EXISTING PROPOSED WR ZONE 15,500± SF SHORELINE 50' 44.8' 52.4' FRONT 30' 65.8' 31.1' [EIDECNORTH) 20' 10.6' 22' 1715 SF 20' 57,8' 22.4' SITE DEVELOPMENT DATA TOTAL LOT AREA 0.64± ACRES 28,021± SF BLUE FLAG IRIS ". .VERBENA HASTATA TOTAL DISTURBANCE 15,500± SF BROAD'LEA VED CATTAIL LOBELIA SIPHILITICA GREAT BLUE LOBELIA EXISTING IMPERVIOUS AREAS PROPOSED IMPERVIOUS AREAS CHANGEIN IMPERVIOUS AREAS. MEADOW RUE VERNONIA NOVABORICENSIS NEW YORK IRONWEED HOUSE/PORCH/GARAGE 820 SF 2535 SF 1715 SF ACCESSORY STRUCTURES 50 SF (50 SF) DECK @ LAKE 195 SF 195 SF DRIVES/WALKWAYS _ 1510 SF 2280 SF 770 SF BIRCH RD, NEIGHBORING DRIVE 1460 SF 1460 SF ; TOTAL IMPERVIOUS 4035 SF 6470 SF 2435 SF PERCENT IMPERVIOUS 14.4% 23.1% 8.7%- M ONDARDA DIDYMA BEEBALM IRIS .VEfJSICOLOIFW �; ; , BLUE FLAG IRIS ". .VERBENA HASTATA `BLUE VERVAIN TYPHA LATIFOLIA BROAD'LEA VED CATTAIL LOBELIA SIPHILITICA GREAT BLUE LOBELIA EUPATORIUM JOE PYE WEED THALICTRUM DIOIOUM MEADOW RUE VERNONIA NOVABORICENSIS NEW YORK IRONWEED SENNA HEBECARPA WILD SENNA neighbors and the two parties involved, d so even though its a self-created, I do n t really feel it's self created. I feel it's ust co dttions ast e are and they're just trying io TACKIFIER ON SLOPES OVER OR SEEDING AND INSTALLING A maintain chose conditions. So I would move for,is a vprool s =• , , k -_CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. ON Du IY. ado Pfe.-mde.nthsa, 5.m . aY of e 2012 by the following vole. SLOPES OVER 1:3 INSTALL EROSION CONTROL BLANKETS OR WOOD A Mrs: Hurif, Mr. Umcb; Mr.Garrand, Mr. Underwdod, Mr. Jackosb . ••„ '' 'CHIPS `IN ACCO" D -- ._; NoBs NONE' I'. R ANCE 'WITH THE DETAILED EROSION CONTROL ABSENT: Mr: Kuhl,��g' PLANS AND IN ACCORDANCE WITH :MANUFACTURERS INSTRUCTIONS. STANDARD SPECIFICATIONS.FOR MULCHING RUBBER HOSE J: FRICnON GUARD DEFINITION - GUY WIRE APPLYING COARSE PLANT "RESIDUE, , OR CHIPS,= OR I OTHER SUITABLE - MATERIALS, TO COVER THE SOIL SURFACE , < 3 PURPOSE, , 3.sPLANTINGS NOTE. z✓// , ° i THE 'PRIMARY:: PURPOSE o PLANTS SHOWN ARE MINIMUM SUGGESTIONS, PRP SE IS TO `PROVIDE INITIAL EROSION CONTROL' WHILE O o 00 0 0 1 -1 2 TOP COURSE ASPHALT a o, / - - ,' r� { A 'SEEDING -0R ':SHRUB .'•PLANTING IS' ESTABLISHING. MULCH;: WILL o: O o CISH LOT_SPECIFIC :PLANTING$ o LOT OWNER MAY ESTAEi MIN ,. 00,09.00 o;.o _ ,i ,: ,_,. I ' 12.... t\ .._ � _ � ... � � _.....__.._._.-..:_ __ ..._:_., ..,.,..,..,..-:,.,. ..:.`�..-,. ..,,'r; t.. /A1P �' .- ;, (.CONSFRVF:MOISTfIRF AND MODIFY THF .SIIRFACF:S011 TEMPERATURE ANI] Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: -' 4 LOCATION: PERMIT#: 20 esS —36 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: Craig Brown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspcction.FORMS\Final Survey Zoning Administrator.doc n t Mrt i, MAP REFERENCE: \ MAP OF LANDS OF ZO14 JOHN E. SHEEHAN, MICHAEL F. SHEEHAN AUG 0 c, \ AND PAUL R. SHEEHAN DATED DECEMBER 16, 1989 TOK%j-1 OF QUEEN SIBURY BY COULTER & McCORMACK PF \\ BU LD CODES W \ \ o \ \ I \ \ LEGEND: -�� (0 0IPR=IRON PIPE FOUND 0IRE = IRON. ROD FOUND \ c \\ LANDS OF O IRS =IRON ROD SEf \ KGs \ WILLIAM CHASE Fn>= UTILITY POLE Id I � w \ \. HOUSE ° S82 _ 021-10"E nE - STAIp5 I \ I N 145.00 IPF O o O N CRUSHED I IRF 8 ± r,• ��- ST N O q SURFACEW N Lu o,yam I j \ i DOCK PF f I EEC.ME - PROpAN I T F+ PANEL I n I P I O PIT WOOD FORS". I / �-cI wMTEe r RA ME I i Q W r AREA r 28,020.71 sq. ft. I j IZ O (C5 0.64 acres r o . GLEN X89 IPF _ _ _ — F� CRUS - _ __ _ L,AKK \ hED5T \. IPF N _ _� a2,o ONF \ 274.61 \ N82°21,10"w ® N � 3 LANDS OF HERBERT LEVIN I Ar O LANDS OF % tL ALICE GENTHNERFc` " HOUSE I 4q T IT s IT �o O any)iV Date: August 27, 2012 �[�y Scale 1' 20' �.'W.' vNAur IOGA°IIN510IVN05P OTOR 5AsvRvfY /M1M11�.. J/`Jf!! Ml,�BCAPJNGAUGfNsfD IµDULOIVI 015 ,O15A �. TV � �.SU�°Iv15Drvz.°ernf Map of I a Survey .made for xcw roRRsrnre LDuuuoN 'ONLYCOPIfS PROM IIIc OWG WLLO-i1 R,`MRY ® "' S t e -v e s MNTY1 µDWG lI'I,, nE VND SURVf40R5 ®/ SPi1L5nNl GOnU14, IN1 °lW1PNPC9i Paul R. Sheehan YLRS OCA11ON51NOTPRDIf NSIGNPTNIAr 1,}.Jj R1155DRV O` I ijO. "ACCO ,NCIH 1xe Y 1TNIGCO Uf Of PRA )Il£fORLWD SURmm PDOPffD Lar^, C 7 'p r -v e qT o r C a orrnery xro srAr€ s rlorvoPPwfesslc /� 11 1`J 1.A 1 4� J 1 til "T'111V .V f 5Ng[Lµr1 Gf...... RUN DNIY SHLEr1 V1. 1 rO me r won rOI NO11C f mf suRvn s PRE✓ABED, N,D - ory nlsaz�wls of eli¢coM nm cwexwecNUL 169 Haviland Road Queensbury, New York 12804 OT u5°N«NOF;;LUNo1NGNs M` °" Town of Queensbu y, Warren County, New York 1 7/25/14 ASBUILT CONDITIONS sNEE nN I , C-2626 (518) 792-8474 New York Lie. No. 50135 N0. DATE DESCRIPTION Dw6. No. 12065 TAX PARCEL: 289.13-1-20 Queensbury Building & Code Enforcement - Residential Final Inspection — � Office No. (518) 761-8256 Arrive: am/pm De a • t am/pm Date Inspection request`received: Inspector's Initials: llf p L NAME: J"1 Q e* QV\ PERMIT#: / 3-30 3 LOCATION: -4 / Q a f DATE: LO—1 }7‘--!"il TYPE OF STRUCTURE: ,5 i' Comments: lig,No NIA 4" Building Number Address visible from road Chimney Height/°B"Vent/Direct Vent Location ." Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches i^ Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs, decks,patios more than 30 inches above grade :2/ Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more ✓`` Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches ✓ Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet tj 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grader ------- -` Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Win•ow in stairwells safety gI. ing Interior Smoke De - ors/Carbon M oxid: Detectors Every level: Eves+Bedro : / Outside every bedroomEve Inter Connected: -/ Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents 1 Bathroom Fans,if no window Plumbing fixtures . Foundation insulation to floor/Sticker on Panel i/ Duct work sealed properly/Blower Door Test Certification — — 14-4R.-5-1214:,/ A h Floor truss,draft stopping finished basement 1,000 sq.ft. / ___.--____________z Emergency egress below grade GasilFurnace hu-offshut-offwithin 30c feet or aceialine of site / f L_ , „ Q Oil Furnace shut-off at entrance to furnace area / "W i- ��,r., f- �-L-- Furnace/Hot Water Heater operating ti/ `} ( � Low water shut-off boiler S/ ` Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum , / � �•�� t _ � � (�' Basement stairs closed rise>4 inches V/ r Garage Floor Pitched t f" t (t`x1Z i Garage fireproofing 1%hour fire door/door closer �/t://,<-Gas Logs in Sealed or Glass Enclosure / Final Electrical; Energy Saving Light Bulbs 50% r/ Final Survey Plot Plan11 Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles / `—r<��cl. ,0 " 3 Flex Gas Pipe Bonding y As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, i 1/ Okay to issue C/C or C • [Tempora /Permanent I �J ---------7/6 " L:1Building&Codes Forms\Building&Codesllnsppe ionctionct Forms1Residential Final Inspection Form revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 ! Lc 6y: . Queensbury Building & Code Enforcement - Residential Final Inspection - ; Office No. (518) 761-8256 Arrive: am/pm Depart:"\. `'am/pm Date Inspection request received: Inspectors Initials: /"t��,t •,� � -�— NAME: —=-N - P_. i\ Q v- PERMIT#: / 3-30 3 LOCATION: " : (', is. f' (+.fir\ DATE: I. — / )>-4-// TYPE OF STRUCTURE: ¢:•(N:, Comments: Yes-'•-No N/A _ 4" Building Number Address visible from road v--_,, Chimney Height I"B"Vent/Direct Vent Location Fresh Air Intake F=`` _3 inch Plumbing Vent through roof minimum 18 inches ',,,,';, Roof Complete/Exterior Finish Complete x. Platform at all exterior doors �.":f` Handrail 4 or more risers i�,,-' Guards at stairs, decks,patios more than 30 inches above grade ,,;,7 ; Guard at stairwell at 34 inches or more ,�-"'- _ Guard at deck,porches 36 inches or more V,n Handrail Termination at Newell Post or Wall t./, Interior/Exterior Railings 34 inches to 38 inches r,,, ,, Deck Bracing/Handicapped Ramp Complianti Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate V7.. Gas Valve shut-off exposed/regulator 18 inches above grade ; . ---~- 1; i Interior privacy/trim/doors/main entrance 36 inches ,, Bathroom/Kitchen watertight _ . Safety_glazing/Window in stairwells safety glazing _ Interior Smoke Detectors/Carbon Monoxide'Detectors Every level: Every Bedroom: Outside every bedroom area: - Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents , r r Bathroom Fans, if no window .;7 Plumbing fixtures t7.- Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification - -- �_-0 Floor truss,draft stopping finished basement 1,000 sq.ft. '' Emergency egress below grade - ~-- Gas Furnace shut-off within 30 feet or within line of site , _-, 1 Oil Furnace shut-off at entrance to furnace area Vi '' ( �- - 1M1 PA-C-- Furnace/Hot Water Heater operating may ,- .f. f ` Low water shut off boiler e,e ire Relief Valves)installed/Heat Trap/Water Temp 110 a � -w-•- ----�---�, Enclosed Stairs Sheetrock Underside minimum'/z"Gypsum 03:S _ (-4-A Basement stairs closed rise>4 inches a 'e ' *F"-'41-1-7 r-.) f Garage Floor Pitched ... - ) )� (�i'1Y 1"1J�1'C-`,; Garage fireproofing/3/4 hour fire door I door closer1 `___. . . __W__ -.�._•_•• -.m•._m., Gas Logs in Sealed or Glass Enclosure tib."• �,. , Final Electrical; Energy Saving Light Bulbs 50% \/ / ' ( \ 'te a. Final Survey Plot Plan / :, Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles V ., j- I •-L l "i j Flex Gas Pipe Bonding q/° As Built Septic System I Sewer Dept. Inspection Sticker ��' -- "' - '"+- Site Plan /Variance required .--^ ,t . Flood Plain Certification, if?squired, i j �/ Oki to issue C/C or C/•O[Temporari/Permanent] / L:\Building&Codes Forms\Building&Codesllns-pection Forms1Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Queensbury Building & Code Enforcement - Residential Final Insp ction a� --/Z) Office No. (518) 761-8256 Arrive: am/pm Depart9 � Qm/pm Date Inspection request received: Inspector's Initials: NAME: ,S k7e.‘(\4:1 PERMIT#: /3-3 b3 LOCATION: 3 \ L �1( DATE: /c -- 0.- /X TYPE OF STRUCTURE: S "r A Comments: Yes No N/A 4" Building Number Address visible from road 1/ Chimney Height/"B"Vent/Direct Vent Location t1 A Fresh Air Intake icy "A. 3 inch Plumbing Vent through roof minimum 18 inches 1,. n� Roof Complete/Exterior Finish Complete '.% c{.Q 14- - Platform at all exterior doors a f ( Handrail 4 or more risers / Guards at stairs, decks,patios more than 30 inches above grade V .. c Guard at stairwell at 34 inches or more y/ Guard at deck,porches 36 inches or more �f — L* ) - " \.X 5 Handrail Termination at Newell Post or Wall ;// Interior/Exterior Railings 34 inches to 38 inches Vim`-1� Deck Bracing/Handicapped Ramp Compliant ' ✓/� �1� Grade away from foundation 6 inches with 10 feet ,/ �- r �"r�' I 6 inch clearance to sill plate V/ Vc3 ? Gas Valve shut-off exposed/regulator 18 inches above grade 1./,,, p,� r Interior privacy I trim I doors/main entrance 36 inches / 0 ' e f Z��LX)!`= Le.-- Bathroom/Kitchen watertight p/ + ?... Safety glazing/Window in stairwells safety glazing 17 Interior Smoke Detectors/ry Carbon onoxi 6etectors `� -� Every f level: Eve Bed m: rr►�� , t Outside every bedroom ea: / (d>- _ 4' 1 Inter Connected: Battery backup: �/ /Z-CD 1; Attic access 30 inches x 22 inches x 30 inches(height)in accessible area _ �/ r� Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents V/� t i' — r Bathroom Fans,if no window t� --e. - Plumbing fixtures 1� • Foundation insulation to floor/Sticker on Panel Duct work sealed properly I Blower Door Test Certification i - - 4 WZ_5 a) Floor truss,draft stopping finished basement 1,000 sq.ft. � V". Emergency egress below grade Y/ Q.) t Vim,i -L . rx.`2-\!' .: Gas Furnace shut-off within 30 feet or within line of site ✓ . Oil Furnace shut-off at entrance to furnace area f � ' Furnace/Hot Water Heater operating V `x )-- ' , Low water shut-off boiler / � " -�t2 L Relief Valve(s)installed/Heat Trap/Water Temp 110 ►/ Enclosed Stairs Sheetrock Underside minimum IA"Gypsum Ar' lir (� Basement stairs closed rise>4 inches Garage Floor Pitched z Garage fireproofing/3/hour fire door/door loser Gas Lo sin led or Glass Enclosure , final Electrical; Energy Saving Light Bulbs 50% :7;2 ---z--VIZ,c3-0.- 6-0�� `r-� of Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex -. -'.- ;. . _ - $ • i . - Sewer Dept. Inspection Sticker 4' le • an / ariance required ••• - -in Certification, if rel u _' ;-/ , Okay to issue C I C or CTempoyPermanent]ri L:1Building&Codes Forms\Building&CodeslInspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 'r [ do Queensbury Building & Code Enforcement - Residential Fina Inspection Office No. (518) 761-8256 Arrive: -7am/pm Depart -�"am/pm Date Inspection request received: Inspector's Initials: NAME: S h eeV\QY1 PERMIT#: /3-' 303 LOCATION: 3 i .g 1 re'.. DATE: 5. --.3/D --I-II TYPE OF STRUCTURE: 6 i`'ID Commentss-3 /039 Yes No N/A 4" Building Number Address visible from road N/ ��e\ ,�1 r Chimney Height/"B"Vent/Direct Vent Location Cik Fresh Air Intake /' crr\ M S eit 3 inch Plumbing Vent through roof minimum 18 inches �/ Roof Complete/Exterior Finish Complete ‘.1' / Platform at all exterior doors Handrail 4 or more risers / Guards at stairs,decks, patios more than 30 inches above grade ✓/ 0.` i�� -p�` Guard at stairwell at 34 inches or more V.." v Guard at deck,porches 36 inches or more ✓ Handrail Termination at Newell Post or Wall %/ Interior/Exterior Railings 34 inches to 38 inches v Deck Bracing/Handicapped Ramp Compliant / 0/.4- 1, r:::-- --17.... ..�` . Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate /4/ - ` y!�.e-�� Gas Valve shut-off exposed/regulator 18 inches above grade V '. Interior privacy/trim I doors 1 main entrance 36 inches Bathroom/Kitchen watertight �, � rb S-1 --- Safety glazing/Win ow in stairwells safety gl- 'ng t/.,� Interior Smoke D ectors/Carbon M noxid .etectors C �`REvery level: Eve Bedr m. :_t_...// 1,'t JrOutside every bedroom ea: Inter Connected: Battery backup: 7 +��, e -� ��-\ _ \t Attic access 30 inches x 22 inches x 30 inches(height) n accessible area / / ' �(-- -IE ` �2\1 Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq. . �/ Bathroom Fans,if no window +� il, 6, �-� , `,_ '�� 1 Plumbing fixtures 1-0 ��--i`� - l s!� Foundation insulation to floor J Sticker on Panel Duct work sealed properly I Blower Door Test Certification V k.LrA" Z't Floor truss,draft stopping finished basement 1,000 sq.ft. / �Y �`" `-1 1--);-- Emergency egress below grade Y ./ Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Yd :S_%,:9 :iE 1- -ti,..A-y,-% Furnace/Hot Water Heater operating v Low water shut-off boiler / _ .0.- '‘Relief Valve(s)installed/Heat Trap/Water Temp 110 V Enclosed Stairs Sheetrock Underside minimum W Gypsum VC.�' Basement stairs closed rise>4 inches // Garage Floor Pitched v/ Garage fireproofing/'/,hour fire door/door closer Gas Logs in Sealed or Glass Enclosure V Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic Sysct r Dept. Ins ction Sticker .01",j 4/ Site Plan /Varian re uir� Flood Plain Certification, it required ' IP Okay to issue C/C or C/O[Tempora L:1Buiiding&Codes Forms\Building&Codesllnspection Forms1Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11 Town of Queensbury Building & Code Enforcement "Er I cicre_t 1— 3 Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: 3\l cc='elna n Inspected on: 9—/ Location: 31 &rah Arrive: ''WM a.m. p.m. Permit No.: / 3—3d 3 Inspector's Initials: 6 ..-� Comments and/or diagram Soil Type: 91 oa !Clay Type of Water: Municipal/Well Water Waterline separation distance ft. ( " _ _.( ,I Well separation distance ft. � /n� ��C Other wells: ft. ^� Well Casing Length 50'+/- Y N N/A [150'to well required if NO] &1&'1 ( Absorption Field: Total lengthft. �", LOZ Length of each trench be-" ft. .c-------------- Depth y 1 � Depth of trenches 1 Z Size of Stone ".1-- Seepage Pits: Number ? Size: > Stone Size: Piping Size Type Building to lank kihr yr.15-C?4—t--t"-Z-1) Tank to Distribution Box 3 X17 Ai t �I'l'`-3C Distribution Box to Field I Pit / " Grr7 Opening Sealed: Y N -��J'�- End Cap Inlet/Outlet Pipes&Baffles Y N '---- ----)01 . i �� tof --1-IP''VI,lr Manholes 12"or less below grade Y_N [provide extension collar if Yes] _Y_N Location/Separations Foundation to tank ft. f ��./ v,Q �' Foundation to absorption ft. - Separation of Pits ft. Conforms as per Plot Plan Y 2 Engineer Report and As-Built Y IN ETU Maintenance Contract provided Y_N Location-c � � on Property: ` — Front Rear Left Side fight Side Middle Front Middle Rear Front System Use Status' _ /Approved Partial Approved and to be re-inspected, plea�caBuilding & Codes Office Disapproved Septic Inspection Report Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins 9ction request received: Queensbury Building & Code Enforcement Arrive: ((' am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's I�titjals: P- /3_ NAME: S cecL'I,\ PERMIT#: LOCATION: r(ti,IN INSPECT ON: TYPE OF STRUCTURE: Fb C-CYri K(2 )nca,7 f)� Y N N/A Plumbing under slab Rough Plumbing / Nail Plates (.3 { Plumbing Vent/ Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/ Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door /Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: /A i 7 D am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: / J NAME: PERMIT #: ZeD\ -- LOCATION: :0> 5 .'•-- r _ INSPECT ON: TYPE OF STRUCTURE: ,= k) Y N N/A Rough Plumbing / Nail Plates Plumbing Vent 1 Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/chane of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation /Residential Check/Commercial Check1.1.2 Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape (Ze — COMMENTS: V1/4 VE5(1--1-`0) ('‘) . of f47."/(— 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 request received: Queensbury Building & Code Enforcement Arrive: k Q am/pm 742 Bay Road, Queensbury, NY 12804 Inspect ' fii als: NAME: 5h fie-dty\ PERMIT#: 13--3493 LOCATION: 3 t. rte, Pzpt INSPECT ON: A-41—N TYPE OF STRUCTURE: S F p Qr1 Y N N/A a la Halo/ Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping 14)4—)C1/4. Air/ Head 50 P.S.I. for for 15 minutes <c-° Insulation / Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing c� COMMENTS: � tiQSA.)1".qt-LoVj } icx t i t -5 Rough Plumbing_Insulation Inspection_02 05 13 wed °F II Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date In ection request received: Oueensbury Building & Code Enforcement Arrive: 1'r' a /pm 742 Bay Road, Oueensbury, NY 12804 Inspect s Init als: NAME: nS h e 6-\02-i' PERMIT#: / 3 -3 c,3 LOCATION: ,3 1 P 1 c'CAN INSPECT ON: TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/Commercial Check -#4.21fr 1\} A Window Sealing ►J` I� Tyvek or Similar Exterior Sealant _ Proper Vent, Attic Vent P 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 Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 Ge wc -n /01, 30 -4 i o / 2 Rough Plumbing I Insulation Insp e Office No. (518) 761-8256 Date Inspection jgquest received: i --3/y Queensbury Building & Code Enforcement Arrive: ! �r �.) ., /pm 742 Bay Road, Queensbury, NY 12804 Inspectors Initldls. ,_ :III NAME: 5 \meal i l/\I PERMIT#: J 5 G LOCATION: 3 I 6 i r' c4 itz-fAA, INSPECT ON: ZIti / TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes sulation / Residential Check/Commercial Check indow Sealing ft VA ( 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 (,--V-.) Duct work sealed properly/No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 IN\v , s 1 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Insp•ction r 'uest received: Queensbury Building & Code Enforcement Arrive: 4- L am/pm 742 Bay Road, Queensbury, NY 12804 Inspect i res Irti is NAME: Sh PERMIT#: / -3c3 LOCATION: 3 1 \reV. INSPECT ON: I U~/ TYPE OF STRUCTURE: 1Qs ud*u0D r^K Y N N/A Plumbing under slab Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/ Commercial Check Window Sealing 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 Furnace47?-- � ,, Duct work sealed properly No duct tape C� Blower Door Test `CMA- Air Sealing 1V°11 .-1 -- COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 T3c)-( 0 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: ' am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: (� l NAME: 31-kC-Q-kA PERMIT #: ? D l 3 - .- LOCATION: 3vr'� R INSPECT ON: 2 M TYPE OF STRUCTURE: _ Vv.N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test / l Drain/Vent Air/ Head �/ \x' 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head fir. 50 P.S.I for 15 minutes Insulation I Residential Check I Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 W42 S'.-7 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins ectign re est received: Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector' Initia s: NAME: S 'C \ PERMIT#: LOCATION: 3 I 6 [ 4<'4 INSPECT ON: /'y TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head �✓� ' J 50 P.S.I. for for 15 minutes Insulation /Residential Check/Commercial Check Window Sealing CC- ( Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing COMMENTS: b----v(z_c Rough Plumbing_Insulation Inspection_02 05 13 T r c Framing / Firestopping Inspection Repo Office No. (518) 761-8256 Date Inspectionrequest received: Queensbury Building & Code Enforcement Arrive am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's !nit als• NAME: 3 c_e.1Acq. ) PERMIT#: / 3-30-2 LOCATION: 31 ,f 1166 Rd INSPECT ON: TYPE OF STRUCTURE: S Fp 7 .,\147) N/A COMMENTS: Framing Attic Access 22" xi0" minimum Jack Studs / Headers Truss Specification Provided - r • c-c —\t'\- - ✓ ' Bracing /Bridging •� �j () �tizl" c Joist hangers Jack Posts/ Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Vre--es-Q—, Stairwells 36 in. or more " Exterior Deck Bracing 1� Headroom 6 ft. 8 in. �' -' c�T � Notches/ Holes/Bearing Walls Metal Strapping for Notches Top Plate 11/2 (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 ans water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1 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 Design Professional Sign-off, If required �Akk-"P - I Framing Firestopping Inspection_Revised_02 05 13 (\(N"' Alat S -lam Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: ' am/pm 742 Bay Road, Queensbury, NY 12804 Inspector l iitials:� NAME: PERMIT #: / 3-333 LOCATION: ••k d L'tJr x -. C ,N1 INSPECT ON: /— ) %'y TYPE OF STRUCTURE: S Y N N/A COMMENTS: Framing Attic Access 22" x..0" minimum Jack Studs / Headers Truss Specification Provided 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 11/2 (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 ans water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 05 13 ---r u Esc e cS Q Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspectionrequest received: Queensbury Building & Code Enforcement Arrive: `7 am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto nit als: NAME: S h g6'�e v1 PERMIT#: /3-3v 3 LOCATION: I Bir 1 (P INSPECT ON: /—.;11-11 TYPE OF STRUCTURE: • S FP Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs /Headers `) 9/0, --34.0:3 Truss Specification Provided 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 11/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center /7.--?A‘ATiq-L �..4.0 ans 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 e_,../ A, V—(512-- House side 1/2 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 Design Professional Sign-off, If required Framing Firestopping Inspectian_Revised_02 05 13 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: _amI Depa � am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial 11,{ , I� )") NAME: ! � �, ► PERMIT#: 2�i P) LOCATION: h INSPECT ON: I 111 l l`\- TYPE OF STRUCTURE: yf} l 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) 160 nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from wall A41.- ii Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins. • ion •quest received: /3/(( Queensbury Building & Code Enforcement Arrive: - am/pm 742 Bay Road, Queensbury, NY 12804 Inspector nit'.Is: NAME: 51AeeU1, 14c\) PERMIT#: 13 /G LOCATION: 'I 6(v2(i' 6k INSPECT ON: (1 TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs /Headers Truss Specification Provided 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 11/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center ( e ans water shield 24 inches from wall ire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour V6rZ . k \;— Firestopping 2' Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation � 1 �.�2 House side 1/2 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 Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 0513 — OA Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins a tion re st received: //67/A7 Queensbury Building & Code Enforcement Arrive: ' a /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: Skee,G, 1/----)N1 PERMIT #: / 3-30'3 LOCATION: 3 1 G i ( C 4\ ( z INSPECT ON: 1/1 / `( TYPE OF STRUCTURE: / Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs /Headers Truss Specification Provided 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 11/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses nchor Bolts 6 ft. or less on center �� ce anidwater shield 24 inches from wall ��- '—` (-si_ Fire separation 1, 2, 3 hour 7-11-017_,— Fire wall 2, 3, 4 hour r<_.V—> FirestoppingC`"" — Penetration sealed 16 inch insulation in cavity min. p`j . c. W—f-- . "�� ( Garage Fire Separation1 ' - t House side 1/2 inch or 5/8 inch Type X t��`�� c `'—d ( Garage side 5/8 inch Type X Ceiling/wall 1-0 Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 0513 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 5 \-) 63. =_\-) c-N PERMIT#: / 3-,je) LOCATION: ;), ( f i eV) INSPECT ON: // / - TYPE OF STRUCTURE: _r ,h Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1,\1DivAck Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ��-� NAME: S \ND( 1,A-(11_,i\- , PERMIT#: / - _ LOCATION: -?i / �rc,h INSPECT ON: 13, TYPE OF STRUCTURE: Comment, Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour f2C5-07__ Reinforcement in Place Footing Dowels or Keyway in place �t Foundation Dampproofmg �, q 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM rct1 -3 .. Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:/uk) i , am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ;3 k1 C N_\(16 d1 PERMIT#: / 3 LOCATION: 31 (3 u;o1NRezi INSPECT ON: /o TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place (C1 Foundation Dampproofing Foundation Waterproofing ^ � ti- Footing Drain Daylight or Sump c *Stk-•f _ _ Footing Drain Stone: 12 inch width + - RD "--k` 64C4)tiL 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab J� PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Bullding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:bt,..A9 NAME: S h C'f b\cct PERMIT#: / 3 a o.- LOCATION: 24 el. L164 INSPECT ON: /0—a TYPE OF STRUCTURE: Comments Y N L Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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 Foundationsulation Leri /Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Buiiding&Codes\1nspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM M anAc~< Foundation Inspection Report T " I D Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart , am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: z— NAME: S P e Ih(v) PERMIT#: /3 .3 23 LOCATION: (3 . INSPECT ON: //7 - . TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation 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 Plumbingr ' Under Slab S �P\ /Cast/Copper Foundation InsulatiInti r'/Exterior V R- d 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 Reportfo C' i d c Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:/ } pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials' ( NAME: 3 e L‘w) PERMIT#: / 3 -3E73 LOCATION: X3) A i ~<� , INSPECT ON: /O JO-/3 TYPE OF STRUCTURE: Sr b Comments Y N N/A .V Footings , Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place f Footing Dowels or Keyway in place \J,� /mac ' v� Foundation Dampproofmg 4\ 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\Inion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Z (Rou h Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspecti re uest received: /U/I c s Queensbury Building & Code Enforcement Arrive: r am pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initi s: -'r 'V' NAME: PERMIT#: v LOCATION: -271 i3, (d r INSPECT ON: /0/ /5(3 TYPE OF STRUCTURE: CW-317 Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes ' Insulation /Residential Check/Commercial Check jc r`u.x t Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 Foundation 11I on Inspection Report Office No.(518)761-8256 Date Inspecti n est received: Queensbury Building&Code Enforcement Arrive: pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector s 'tial • NAME: l'? ' } PERMIT#: / 3 '3 LOCATION: l v',- c. / le 6 INSPECT ON: I i)f I s/l 3 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation 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 Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm �� Depart —am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:c NAME: PERMIT#: 2 CA:)—?-.A7-7 LOCATION: :Q! �c) INSPECT ON: I l TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation 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 Baclll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buiiding&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: l b I /1 /3 Queensbury Building&Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:6424) NAME: c1-v.N.\ PERMIT#: /3". 3°3 LOCATION: Ya-at ( A INSPECT ON: 10 TYPE OF STRUCTURE: � � T Comments Y N N/A ' Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 'l Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM LOOA of.c; Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:/ am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: G NAME: , h E.N‘'NQ frA PERMIT#: / 3- a C%.3 LOCATION: , '�,—N� AV INSPECT ON: /D -/.3 TYPE OF STRUCTURE: G, iz n Comments Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place OiS Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fomns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Lc) 1-3 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 s.a) p NAME: S \-1E1(-2k '\ PERMIT#: 1.3—3(.7) LOCATION: , j reAN Reit INSPECT ON: . TYPE OF STRUCTURE: Comments Footings NL Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour r PLJ Reinforcement in Place 11/7: 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:\Buliding&Codes Forms\Bullding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM J PHINNEY DESIGN GROUP r"- -1 Architecture / Interior Design / Environmental Design 142 Grand Avenue Saratoga Springs, NY 12866 ph: 518-587-7120/fx: 518-587-7250 PHINNEY DESIGN GROUP 2013 Date: July 10, 2013 To: Town of Queensbury Building and Codes Department 742 Bay Road Queensbury,NY 12804 Ph,518 761-8256 Fax 518 745-4437 Project Sheehan Residence 31 Birch Road Queensbury, NY 12804 Project No.: 13100 LETTER OF TRANSMITTAL One (1) Original: Building Permit Application Dated 07/08/2013, Completed and signed. One (1)Original: REScheck Compliance Certificate,Prepared by Phinnf Design Group, dated 07/09/2013,signed and sealed. One (1) Original: Fuel burning appliance and chimney application Completed. One (1) Original: Septic application Completed and signed. One(1)Original: Checklist for single family. Two (2)Copies: (24x36) drawing sets: Plot Plan Prepared by Hutchins Engineering,dated 09/18/2012,revised 06/05/2013,signed and sealed Two (2) Originals of: (24x36) drawing sets: Drawing List: Name A0.0 Cover Sheet X1.1 Site Plan A1.0 Lower Level Floor Plan A1.1 Main Level FIoor Plan - Page 2 A2.1 Roof Plan A2.2 Roof Details 07-08-1307-08-13 708-1307-08-13 A2.3 Truss Profiles 07-08-13 A3.1 Exterior Elevations 07-08-13 A3.2 Exterior Elevations 07-08-13 A4.1 Building Section 07-08-13 A4.2 Building Sections 07-08-13 A4.3 Building Sections 07-08-13 A4.4 Building Sections 07-08-13 A4.5 Wall Sections 07-08-13 A4.6 Wall Sections 07-08-13 A5.1 Window Schedule 07-08-13 Prepared by Phinney Design Group,signed and sealed. S0.1 General Notes 07-08-13 S1.0 Foundation Plan 07-08-13 S1.1 First Floor Framing Plan 07-08-13 S1.2 Roof Framing PIan 07-08-13 S2.0 Foundation Sections 07-08-13 S2.1 Foundation Sections 07-08-13 S3.0 Framing Sections 07-08-13 S4.0 Typical Details 07-08-13 S4.1 Typical Details 07-08-13 Prepared by Siracuse Engineers PC,signed and sealed. To whom it may concern, Please see the attached documents for Building Permit submission. Please let me know if you have any questions,or need any additional information. Thank you. Daina Peppin PHINNEY DESIGN GROUP 142 Grand Avenue Saratoga Springs, NY 12866 Tel:. 518.587.7120 x 15 Fax:.518.587.7250 phinneydesign.com al\&dem exy july 11,2013) 1