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2013-370 `L TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130370 Date Issued: Tuesday, December 10, 2013 This is to certify that work requested to be done as shown by Permit Number P20130370 has been completed. Location: 90 ASSEMBLY Pt Rd Tax Map Number: 523400-239-012-0002-039-000-0000 Owner: EDWARD G BAERTSCHI LIVING TRUST Applicant: EDWARD G BAERTSCHI LIVING TRUST This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property / iasite owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building& Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 a Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130370 Application Number: A20130370 Tax Map No: 523400-239-012-0002-039-000-0000 Permission is hereby granted to: EDWARD G BAERTSCHI LIVING TRUST For property located at: 90 ASSEMBLY PT. 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: EDWARD G BAERTSCHI LIVING T Garage Detached $25,000.00 NORMA E. BAERTSCHI IRREV. TR Total Value 525,000.00 90 ASSEMBLY PT. Rd QUEENSBURY,NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency DB CARPENTRY DAVID W. BROWNELL 518-361-12154 396 MCGOWEN Rd SCHAGHTICOKE NY 12154-0000 Plans&Specifications 2013-370 • GARAGE detached 576 sq ft $86.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,August 12,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow of Que sbu Me i-, . 4. ust 12,2013 SIGNED BY / for the Town of Queensbury. Director of Building& Code Enforcement "- Town of Queensbury Building & Codes Office Use Only Received: TaxAUG 0 8 2013 ACCESSORY STRUCTURE APPLICATION Map ID: 3 q, / o�- o�' A permit must be obtained before beginning construction o(/ 3 h Permit No.: For any structure other than residential principal structure(house)to include,but Permit Fee: .Y7 not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.: (/ Refer to Informational BrochureNo.3 Accessory Structures-Sheds/Fences Date 9/giacit3 Applicant i$Cc,cren-4rj /au, i w.gcaw akD Tax Map ID d Id-3-39 Address 346 tiA c (YOw¢n l o all Zoning (l) R ScV.c khiroke d!Y /a7 Cy Phone Sig - 36/ - /70) Owner /VDrcma 5 aerContractor/Agent c ?t w , R CQ/ Address 10 ieK,Yrninly f 6rn-f Riad Address Phone Sf it - (oSb - 9STS Phone Contact Person for Building&Code Com�lpliance: Oa.,'d W . (-cawQ hp g Day Phone: 5IS 3 6 I I l Oa C Building Street Address: 10 Asser~.64j 17c "Roost Subdivision Name: Lot#: Historic Site: Yes OC No Estimated cost of construction: $ c25 0 0 0 Are there any other accessory structures on property? If yes,please list: (<Ito cl Shod! Type of Construction: Check all that apply Please indicate measurements as required below 1st Floor sq.ft. 2nd Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck Deck Detached Garage(#of cars 2) '51 fo 3-76 /y r 60 Dock Pole Barn Porch-Open "Porch-3 season,Covered, Enclosed Shed Other Accessory Structure(s) "Considered floor area&must comply with FAR(Floor area ratio)requirements if located in the Waterfront Residential zone. • Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Please include two(2)sets of the-following documentation with the application fee: 1. Accessory Structure Application 2. Plot plan drawn to scale with the use of a survey map, if possible[40 scale-1 inch=40 feet] a) Indicate proposed structure,showing setback dimensions from all surveyed property lines b) Show location of all existing structures on the property c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan;Foundation Plan;Cross Sections; Elevations 4. Registered Architect or Engineer's Stamp (signed & sealed) under the following circumstances: Residential addition or alterations with construction costs over$20,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. 2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application date. 3. Additional Review-All Applications are subject to Zoning Administrator,Code Compliance,and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011 (INFORMATIONAL) Residential Building Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only,must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens, bathrooms,garages,and unfinished basements; • All receptacles must be tamper resistant; • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code Requirements • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant; • Programmable thermostats required; • Lighting must be 50%energy saving light bulbs; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection Declaration: I acknowledge no construction activities-shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. ✓I have read and agree to the above Print Name: OG‘.1ni L• 't�ro Signature: Date: II/tic-2)0r1 Town of Queensbury Building&Codes Accessary Structure Packet 518-761-8256 Ani lik ueensbury Building & Code Enforcement - Residential Final inspection Office No. (518) 761-8256 / Arrive: am/pm De rt:3-�m/pm Date Inspection request received: /44 v I -3 / Inspector's Initials .41 NAME: 06 6arke''Nvir" � p, .p tat PERMIT# ,�o)j3 -- 70 69 • LOCATION: 9 �F!rr� r •' DATE: hi..//,/6)0/3 TYPE OF STRUCTURE: (�, J/z.... • v/f Comments: Yes No N/A 4" Building Number Address visible from road ���,}-r Chimney Height/1B"Vent/Direct Vent Location berNd fi` Fresh Air Intake - 3 inch Plumbing Vent through roof minimum 18 inches 3 ‘,/ /q6)- Roof Complete!Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant • Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors J 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 Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly!Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Am Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. lnspedion Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary!Permanent] LABulding&Codes Forms1Building&Codesllnspektion Fonns\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08; Revised 12/27/10,Revised 04/13/11 / FirestoppingI-3 Framing 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§ Initial !f NAME: Q er e4ek• l PERMIT#: 13 2 1,b LOCATION: qz) f"ss r_M b l t25, Pt; ni-cci INSPECT ON: //- 8 TYPE OF STRUCTURE: CIO 1`@c G,t- y N N/A COMMENTS: titarning 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 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 0513 N\V\d «y d`s/ Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: c am/pm 742 Bay]td,Queensbury,NY 12804 Inspector's Initials:@::%9 NAME: A a 2A-teal,iqr` PERMIT#: 1 3-31)0 LOCATION: qT, ,‘,n b-Q INSPECT ON: /b / 3 TYPE OF STRUCTURE: A 0 Comments Y N NLA Footings Piers C IMoaolithic-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 / ^ / O 1 Footing Dowels or Keyway in place C� p�`a` Foundation Dampproofing Foundation Waterproofing �5 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 `)�&i trCt 6 2 R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Buliding&Codes\Inspection Forms\Foundatton In fon Reportdoc Last printed 12/20/2005 9:24:00 AM 6(310-390 r \ • `` r 1 ��ti� j TTOWN OF QUEENSBURY I Off' BUILDING & ='E�e r t 3 iT I Or° Reviewed By: iii Ar say �? Date: • FILE COPY N i_1_4. -I- 1 4 re egQ 0 TOWN OF QUEENSBURY Z "' BUILDING DEPARTMENT 5 Based on our limited examination,compliance - with our comments shah not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. P��oF NE11, y • 4 p.. •••Off?, °. U I h. r• r a4 1 ir w T c�� ay .� ...-..."- I 9 I ,I0� e84p6A e, L J R`ES S IONP� II II 2 L TQ,onw •u.„ rxrw�m"x Ft. an "vmxo,rwhwo rv: iROM u01MON: xwrtmu: ,m. " SCALE: DATE: DB carpentry 24.24 Garage Layout DATE 1 �;;:4i;'"os"''I"" ��o NEW }0 ` "r " o: •``gip" Garage door to be a Steel door �x 08400' �2 Color TBD Insulated 0,4(' , A �84pROFESS04 16' wide*8' high _ Top row of glass Wall to be 1105/8" high 2 bottom plate with 104 5/8 Stud and 2 top plates an Ma II°.I I Iii I =1 -- ISI II:■I ISI ISI � ISI ISI I II all III ISIIrl •'r r DRAWINGS xwvwmm, 'MKTo.Gcuvnox. PMn MeWit". xr wv I SCALE: DATE: Gx. DBCarpentry 24*24 Garage South Ely. 2 • *G,.�*cw�xro.:H xDATE `nS NEw (4z-\ p.. BRp�19,p r =.= 1 _ I I" I I 1 I 1 $ 1 1- I 1 T 1+`+ � ■' , - •�� �jl YI t. 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I J I L I 1 r 1 I 1 I 1 1 1 I 1 1 I 1 I 1 1 I I I ....r1 _1 L I f 1 _1. 1 J —.1 _L II 1_ __1 _.] 1 I 1 1 1 _1 1 -.-J 1 , I T 1 C 1' 77v iii+k Therma Tru 310"'"6'8' Steel door with no gr II, / I ow"x011 MAIMED It Miner DISCI1.1100: 11wnr mu ao ".rime" MY oHn SCALE: DATE: DBCarpentry 24*24 Garage East Ely. 3 ia: trim"-Mad i°au I DATE �F NEW L. �� BRpy, � ,�k-4. P, 'p .I ft i ' `fi,.% r cc I <11 V l� `S ,, 08406 P 200 series anderson double Metal fa' • P- '\,,_____.70 \0� Hung Windows 3'0"*4'0" Vinyl Soffit Color TBD ID a WINGS wnonom era wewmoncuvnw: MIST mw. m mvumnx n o.a SCALE: DATE: DBCarpentry 24*24 Garage North Ely. A nwN O'NIn Rawl �2 iwititg Sxr"1" DATE • • al --- r_=__—_____—__= .r__� _= MI la=11•11 ISO IIIIII =� Ts =iii -------�---SSS---------Sian— —SIMM i-----------------------SSSS—SSSS-- SSS---.._ --s� ---S gam___—_ � _a -------- —S SSS— ----SSS-- R—_.._ ii • • SOF NEW Y ,� P. eRo4 SAP N a. . j:,. : Is ' 18406A C ARoFess�O wavnxat xtavum SY. PROJECTDnwn1ox• MIT mu: IND Mv41n!Ml r. mn SCALE: I DATE: DBCcarpe ntry 24.24 Garage West sideIAA DATE 5 I\s�I11xAt XY IIIN �aF NEW ` �, iNt esP BR piO,p • \ k vU �� i cl1 '�/�/�,....... ,,,ii h. °84061' �� ;�u%Ii`Ili / �� \ �j/// III \ \FESSIONP� �� /�,111101/4.3r="=7411111111141-1.11,-11100%.109411111-#01 4111 11- 01 II� 'II \,`�I Ei �_ Roof Framing A� ,•�////� /. \ � ` \ II, I�� Trusses by others 24" OC 5/12 pitch /Ir%/ 1�rrI . \� ��� \ 5/8 Roof Sheathing with H-Clips �/�a/��/���III./�� �'I'NA P• 4I1�‘7.--'' -at. SII Felt Paper /%//� %%III/.Iil/�� ��; ��� ��\��\I� NN . 30 Arc. Shingle to match House ��--w --`\', •� lr'� �� % ��\ Ridge Vent er ii i- '//�a�%/0111%/I� �'ll:K4 Arc.",�� '/' •'; �� ..-,40.:‘,.,...„.. Ng'`� NN ►%/,�I�%',III`p ,% \/I\�j I iI► �1// 'I��\I. , .--�,- ..-- �o-.. 1� , ��� iii/ �--• ,mo 1 �, �I �o �i� , ��i, �i �i� �o !� ,IIS'I, i i A.� . 11 7/B 3 1/2 LVL ,,olierigir40 17,41 I/I , \.� \. \ ISP1 with triple Jacksl! I� �� �\� ���..I' Ili�. I \\��II�N���j��,411%f 4%Wall framing2*4 PT Bottom Plate 2*4 16 OC Studs • ��'��,• 2*4 double Top Plate Ij 1%4- Vapor OSB Wall sheathing — I Vapor Barrior Cedar ShakesIA / 2-2*10 box header for all window and entrance doors Foundation %, 24*24 exterior footing with 6"of concrete in center all poured at same time :'/ 2 rows of rebar around perimeter ouv�xw PROMOP. rnmccronoumox w�rtmw ippr m enm�mm ev cm, SCALE: DATE) Saw cut to prevent cracks DBC�arpentry 241424 Garage Pffi7P ro's" "" Gros ection DATE ka 0 F3 2013 7........... MAE-BLECRaLCEL GRAPHIC SCALE - -es PA-' f, A—E,FONN-0 PTLED S,,lR1,eY DF TIE LAI��S cp rEfDTF�5/AX��R45,N �-F Ell 1E'f �,f,R.r DEWOTES C PPrO IR•7N RCD FOLIRO ��F"ORIIA rAERT5,-Hl'HI, �slcl P-711X`111?11� L"--M60 N eM IWIE�4r -fee- r 3ATFR AIIR� 20;7 TE4' SE, 'Es �E Qf-PA,1EAfENT ED -PE rolt.'o R.F. DENOTES'RON ROE FOL'NO DEN ES"C"'10S7 + ME11L C01ILR u V, DENO=1fA1HrLF LANDS NIF OF DIPS dh sm "IF GENOZS"'C"OR For' BRIAN HO LOCATIO ENO TES 14011l"I Uto ul Al 1. VENOIES PRGPAIIE,111-1 COVER z ,h_ SITE Q LANDS OF L -b N F I SHED APP AAF JAMES GOLERT NE 0<y{ tz2z PROPOSED 24*X24' N21-17'00"W.\ TWO CAR WAGE 57.72' J Z IS all V-1h=Rmey PR�OEO PA CT t 44 VE5 INE Coqsr,,to--OFA EEIA-0 IMA�x AREV�—IAPARCEL.I Ir ION WJ 'RE M-1 A 0 T,o J, �ACWA'AND EMPEIR LOCA�F�RHE GARAGE wsvLm,,TC WCO lOq la Er—RIC SIDE qD SIA—M OC 0 TE MLOAINJ MAWU ARE�CC�TO 8E REWIRED O,� ✓ 181 WE N72*2 0 IAN NIF 91L� OF 3 EDWARD 0 24.00' WA AND 0 PA ALW Z OECD CHRISTINE (9 v- A(5)IRX31=F YARD�RMACN z z WWI RMIRM Z BAERTSCHI 13� a IA. V-2 A(S)(6)[31 SIP���D�M— ?s 6'.20*Rrw-W 00 V-J CL o, 2, 7 A V uS l5R RFODIRFD — M 0AREA ACRES A-1 V) 11.;. F WEEIMUIV (20' MDE R.O-W-) LANDS NIF OF cj b PAUL AND CHERYL LAMPARELLA PERMIT PLOT PLAN I HAVE PERSONALLY MEASURED THE DISTANCE FROM THE PROP RTY INES TO THE p 0 D (S)OR�iqN(S) NATURE /[�ATE