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2011-474 TOWN OFQ UEENSBURY OO742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110474 Date Issued: Monday, September 08, 2014 This is to certify that work requested to be done as shown by Permit Number P20110474 has been completed. Location: 3 TREEHOUSE Ln Tax Map Number: 523400-301-013-0002-023-000-0000 Owner: TODD M GROSSNICKLE Applicant: TODD M GROSSNICKLE This structure may be occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property (a:DJ l owner of the responsibility for compliance with Site Plan,Variance, or d other issues and conditions as a result of approvals by the Planning Board «m Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY FON 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20110474 Application Number: A20110474 Tax Map No: 523400-301-013-0002-023-000-0000 Permission is hereby granted to: TODD M GROSSNICKLE For property located at: 3 TREEHOUSE Ln 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: TODD M GROSSNICKLE Porch $5,600.00 3 TREEHOUSE Ln Total Value QUEENSBURY,NY 12804-0000 $5,600.00 Contractor or Builder's Name /Address Electrical Inspection Agency ANCHOR CONSTRUCTION GREG GARAFALO 798-8560 308 CORINTH Rd NY 12804-0000 Plans&Specifications 2011-474 504 sq ft porch $50.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 29,2012 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T o ween ry;4 � ti ,September 29,2011 a t SIGNED BY v py for the Town of Queensbury. Director of Building&Code Enforcement !FILE USE ONLY s.�_" - �.-Z_2 �^'y1-0 ,��, ;gin � � TAX MAP NO. PERMIT N0. ( �--- FEE '�-• J Ltj BLDG.&CODES APPROVAL • %L' L t da SO77 ACCESSORY STRUCTURE BUILDING PERMI A - 4 if Mil Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures- Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING l /PERMIT. / / 00/ .,1 / OWNER: 1. pId (s, ro .SI. (�(e INSTALLER/BUILDER: Altai (26 a KAgjapate ADDRESS:3I r'ee h o vs-e 14 h e �{'�'� l\% )7 DRESS: a Lp P-4.'IN)F34gD /21.(0cn`1.St'aly, /28-6 ,/ PHONE NOS. `f 8O-q336-1 ' '/- '7.2V PHONE NOS. 5m 8.6O LOCATION OF PROPERTY: 3Sf._ /F SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: A. A '(f. !i rr' HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ID YES SIZLIO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: $ 61,0D ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? 7 t IF YES,PLEASE LIST: 2- C (L 'Dr c17ti d Cam' zf l CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:6n&A 6.412.4r-42_.4.) PHONE: 1ST ao PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. �FtN PORCH .._JK SEASOI',wb'ERc OR ENCLOSE PORCH= 6 -0 BOATHOUSE • BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS: ) OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO].REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL Town of Queensbury Building &Code Enforcement M t3 ") 1 �3 Office No. (518) 761-8256 1 E Framing I Firestopping Inspection Report Inspection request received: Name: °V0 Ke-1 Inspected on: 13---g�y Location: 3 '('L°e- Acts c? Lt.) Arrive: -f a.m./p.m. Permit No.: I/ 41/ / 9 Inspector's Initials: TYPE OF STRUCTURE: pdf'e.h N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers 1 Truss Specification Provided Bracing/Bridging F1 Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. �r Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall 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'A 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 Report !%11 C4—// Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Dep pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials• NAME: /-1131PERMIT#: I/ --(11>q LOCATION: (I-12\\01.1Z32INSPECT ON: 4P-Q- 1 7 TYPE OF STRUCTURE: (`'Al` ,' z—V '_Y ‘ k 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 Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM 42 (3 ',3z).? Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: \ 3 pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial . NAME: 1 D dS ( fle, SS Pt e-1 PERMIT#: //- 7 "lq LOCATION: INSPECT ON: "aqr I y TYPE OF STRUCTURE: 0 r ei Comments Y N/A " f b - � 9 6: Footings t Piers OK- fol Monolithic Slab Reinforcement in Place "��� The contractor is responsible for providing protection from freezing A ,� for 48 hours following the placement U Vs- 4 of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place ?„–N(A/L/kt -- Footing Dowels or Keyway in place �CI•AAti�\>°Z__Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM IIPP1.1"^ -3 1 71 f IA- Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/�m Depart: 10,2 am/pm Date Inspection request received: Inspector's Initials:& /'rj C NAME: foss n k4Cli:�' PERMIT #. 7 LOCATION: r e P \t-1 TA, Z-C1 r e DATE: TYPE OF STRUCTURE: ( V r-Cde Comments: Yes No NIA 4" Building Number Address visible from road � —1c Chimney Height/"B"Vent/Direct Vent Location (" Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 Inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy I trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/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 property/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 Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Al) Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:1Building&Codes Forms\Building&Codes\Inspection Forrns\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/2M)8;Revised 12122110,Revised 04/13/11 \ (A. Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/p rt: jL) %Imipm Date Inspection request received: Inspector's Initials: (V NAME: I 0._553 (1 I C.1-de PERMIT#: ' /'1></ LOCATION: 1 7 rh n it sec, d.can c? DATE: t t TYPE OF STRUCTURE: �'ri r'e_k\ Comments: Yes No N/A 4" Building Number Address visible from road f' —V,F Q1--ccq—/A Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches 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 dearance 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/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 V Gas Furnace shut-off within 30 feet or within line of site j Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/34 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspection FormsUResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Anchor Construction ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss t ON JOINTS EXCEPT: TOP 0.85 2x 4 SPFS-#2 O.C. From To JT REACT ACT WID REQ WID Total Design Loads (pif) I Jr PLATE SIZE X Y STM 0.78 2x 4 SPFS-N2 TC Cont. 0- 0- 0 21- 0- 0 LBS IN-SX IN-SX TC V 92 20 0.0 10.5 A 4.00x 6.00 CNTR 0.13 WBS 0.26 2x 4 SPFS-#2 BC Cont. 0- 0- 0 21- 0- 0 A 1507 5- 8 3- 0 TC V 92 20 10.5 21.0 F 2.00x 4.00 CNTR -0.00 ha m -96 BC V 0 20 0.0 21.0 ! c 4.00x 6.00 CHTR 0.13 TC Fb-1.15 Fcee1.10 Ftm1.10 C 1507 5- 8 3- 0 + 6 Wind Load Case(s) BC Fla-1.10 Fcm1.10 Ftm1.10 ha m 96 + 2 Unbal. Load Case(s) + 1 UBC Load Case UPLIFT FOUND AT BEARINGS + 1 Dead Load Case ERG UPLIFT ERG UPLIFT NOTES: LBS LBS Trusses Manufactured by: A 218 C 218 SARATOGA LUMBER TRADERS ' Analysis Conforms To: TL Defl -0.25" in E -D L/972 IBC/IRC2006 LL Defl -0.13" in E -D L/999 TDI 2002 Shear // Grain in F -B 0.66 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. SL 11-8-14 5x5= SL 11-8-14 in areas where a rectangle HO 4-3 HO 4-3 3- 6- 0 tall by H HH 4 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- `�� concurrent LL on BC. 6 �� Wind Loads - ANSI / ABC& 7-05 Truss is designed as a Main 2x4\ 2x4// Wind-Force Resistance System. F G Wind Speed: 90 mph Mean Roof Height: 25-0 6-0-15 TC Ta Exposure Category: C 5-7-3 W1 Factor : 1.00 Building OccyTypal: Enclosed W2 Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf W2 • Roof Snow Load per ASCE 7-05 4x6= 4x6= Ground Snow Load m 60.0 psf A C Rain Load m 0.0 psf 34w Importance Factor 1.00 Thermal Factor 1.10 A ILL E 81 D Ilk ( Exposure Factor 1.00 SxS= 3x4= SKS= Balanced Load Factor 0.77 Unbal snow loads checked W:S08 W:508 Par-to-ridge not req'd R:1506 R:1506 Max comp. force 2260 Lbs U: 218 U: 218 Max tens. force 2031 Lbs Connector Plate Fabrication SL 1-1-7 1-1_7 ToThisltrusseis desi for a Tom{ 7'-0 - - -• _ _ _,- Z, creep factor of 1.5d which $$cc is used to calculate total 40 21-0-0 D. load deflection. ALL PLATES ARE MT2020 REFER TO ONLINE PLUS GENERAL • NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. MiTek0 Online Plus" Scale: 0.340" m 1' Conuectar pietas shall be applied os both fates of Uma at nub foist.01111411.the pour, MiTek Wasteful,Dm.beam so reepauclblIly for the erection of Iraces,field bracing velem ladkated otherwise No loan Imola or was.is plate monad area Splice oily or penmen'Iron bracing.Rehr to SCSI 1-03 ac published by the Trues Plate Auto Snow Loading Designer: where shows.Overall spans muse 1"bearlegr at nub*041,11014N ledkated lu.dtute,21S North Lee Street,Sults 312.Alexandria,VA 2731.1.Penes.erecting TC Live 46.2 psi Checker: Wbenrbe.Cutting sod fabrkatian shall be performed us egeIpment which producer Iran..are cautheed to seek prufueleeal advice concerning proper erection bracing to TC Dead 10. psf Reviewer: • � eel ssse.eg lulale and plates.testees sod this noted,minden acetest et lumber hall prevail toppling and"damkt end.Can.Top betakes to prevent damage during eSidli not awed IDN,at time of f■bd«Ilan and slate Msi{a b not applicable foe ar with tire prevail top storage,shipping"da in and.Careshoulduand bunum chords edam be urigadequately BC Live 0.0 psf Designed; retardant lumbar and same preservative treatments.Thte dada-wee prepared lac lanced la lbs abeam of sheathing or rigid«Ws{,respectively.11 b lbs responsibility BC Dead 10.0 psf Rev No: accordance with"National Design Specifications fur Woad Construction"(APPA), Maroon to aceertala that the design leads utilised on this drawing meet or exceed the 1f:(�11i r1 �Limber varier;lac, Total 66.2 psf Rev Date: .7 "NatWest Demise Standard for Metal Plan CMneoted Weed Truer Cunstroetlan" aetual dead leads imposed by the Proctors and the iWe loads Imposed by the local P (ANSI/TPIII,and HUD Design Criteria far Trussed Ratters. bulldle{cede or hbdwkal cUmdle records. Lumber 8I 1.15 Run Date: 7/28/2011 Plate SI 1.15 Version: 28.0.008 FURNISH A COPT OF THIS DESIGN TO ERECTION CONTRACTOR. Spacing 24.0 in. Drawing: IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING It VERIFY THAT DATA INCLUDING DIM.AND LOADS CONFORM TO ARCH.PLAN/SPECS AND FAB.TRUSS PLACEMENT DIAGRAM. •1110.Pit aw'm Copyright Wilke 1888.2011 Version 28.0.008 Engineering Review Drs dnp 7128/2011 10:36:07 AM Pegs 1 )F created with pdfFactory trial version www.pdffactorv.com .o—.a O Z I 5 a I "'.'/,r�� I 7 E3 " Q I tl ti ■ I'� X V! to- Ia vV ,.ily�n'✓ �y � i I m � 0 5-m i �� 4v Z- I tl �N tl ! <j M tl \ I ;IIiIIIIt; -g Itl tl I { - � ,eM1,;;irvni;tuii\5, =111111116tt� I I Ilil16111111a111\ ,t I I •.„,,,.,1111 111:,;;:.;.�..t i I N lilllllll,u; I I L ---- -------- ----- Xw -3SWR 9NILSDO -- -- z a v a 11111IIII11119 z 1"� W "� 1111111111111 9 0 Tn III(IIIIIIfIII Qo >� � � � \ Il111111111111 C)Wnt \ 9NUSDO I 1111111111111 I ' 111111111111111 Z ' 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II �U r 3 Illlllll c �p „ „ =H ' 1111111111 E° = 111111[j��llllllllllllllplll�ll"""", ., � o •Nt"'_���� I I ' 1 1 1 1 1 1 1 1 1 1 II z; sg { 111 I � 11 11111111 0i io o I II11111111111 w= �� , 11111111111111 _� LLJ ITFFEck: Ir: N '� d i PL j PROPERTY 247.40' BOUNDARY o ` IL x 4 I o 0 o� a =X o j - 3 oma f a o "a a a ` 3 yy 'a 0a7 CD '-i ry � ` r ' zp o C 0 m m G r� 6U(L NG$�p 13 ��.- co oz ao,. z0 p G),m epagx mp a m MMv' �m 8 me TO -ice ', OO,OOTa�a3d0�d v wa m n COVERED PATIO ADDITION TO THE RESIDENCE OF. 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