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2005-761 i TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFI CATE OF COMPLIANCE Permit Number: P20050761 Date Issued: Wednesday, January 04, 2006 This is to certify that work requested to be done as shown by Permit Number P20050761 has been completed. Tax Map Number: 523400-289-015-0001-004-000-0000 Location: 16 HUNTER BROOK Ln Owner: HUNTER BROOK, LLC Applicant: ROBERT SHARP This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY ,-D4; Issuance of this Certificate of Compliance DOES NOT relieve the W property owner of the responsibility for compliance with Site Plan, �ot Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050761 Application Number: A20050761 Tax Map No: 523400-289-015-0001-004-000-0000 Permission is hereby granted to: RORFAT SHARP For property located at: 16 HUNTER BROOK 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: HUNTER BROOK, LLC Garage Detached $25,000.00 16 HUNTER BROOK Ln Total Value $25,000.00 QUEENSBURY, NY 12904-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-761 1092 SQ FT 3-CAR DETACHED GARAGE $109.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, October 21, 2006 (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( own Qu sbf; ay, October 21, 2005 SIGNED BY /i�� for the Town of Queensbury. Director of Building&Code Enforcement Permit No. )ilding &Codes Office-Department of Community Development-Town of Queensbury Fee Paid 2 Bay Road,Queensbury,NY 12804 Dve Hatin,Director codes@aueensburv.net )one: (518) 761-8256 FAX: (518) 745-4437 kccessory Structure Building Permit Application pplication & Plans subject to review before issuance of a valid permit for construction. ny structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck, `c. (not necessarily limited to the list below). Refer to attached Informational Broc4ure No. 3 structions: A permit must be obtained before beginning construction' t�o4 44ections will be made until the oplicant has received a valid building permit. All applicants' spaces on this application must be completed and ust appear on the application form. ��j prfi J ►'Pas; th5p \pplicant/Builder ©6yt Owner: r -64- u , \ddress: o Address: 5 Y\ 'lome Phone: - 1 33 3" Home Phone: 9 " _mail Address: Email Address: ell Phone: nont Cell Phone: — :AX Phone: 779 - 5902 FAX Phone: 51 -7Q3-�59a =rson responsible for supervision of work with respect to building and codes compliance: Robert Sharp,D.D.S.,M.S.D _ dame: Adirondack Dental Implants address: 16 Hunter Brook Lane Phone Queensbury,NY 12804 )cation of proposed construction: Lot No. _ Legal Address: '(c,, ok'VAPC 6mnk )x Map Number: 'W' Subdivision Name: C C O?> ;timated Cost of Construction: $ 6 L J.Plvr lhtcL oes an accessory structure currently exist on the property? Yes / _ No If YES, list all existing accessory structures: Proposed Construction 1,1 floor I 2^d floor Total Proposed Height sq.ft. sq.ft. Sq. ft. ft.&in. Open Porch Covered or Enclosed Porch (considered floor area&must comply to FAR (Floor Area Ratio] requirements If the structure is located in the Waterfront Residential zone. 3-season porch is considered an enclosed porch. Deck Boathouse Boathouse with sundeck DOCK Shed Pole Barn Detached Garage 1, 2, ar j d Q Other Accessory Structure: applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. he Building and Codes Office will allow commencement of your proposed project only after ,suance of your permit. leclaration: Please sign below after you have carefully read the statement: :) the best of my knowledge, the statements contained in the application, together with the plans and Decifications submitted, are a true and complete statement of all proposed work to be done on the described )remises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the )roposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. urther, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance )eing issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a censed surveyor, drawn to scale, showing actual location of all ne c nstru 'on. )ate: 1-51ys Applicant/Builder Signature: 1'T 1 r ?111 12 IL he application of RO2)Ez-_21T- h!- n—glp d is hereby approved and )ermission granted for the construction, reconstruction or alt ation of b g/ r a�essory structure as set orth above. Date: Authorized Signature: r \Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit A d it on.doc V:12/28/04 v t COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.6, Main Office 176 Doe Run Road-Manheirn,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N 0- 93668 Cut-in Card No.......................... . 1 Owner...........2 ......... ... ....................I..............................I.......................................................... r Location....A ...... <............................C :X...................... 'Z 3 A�` � I.V... .............. Installation Consisting of................................1....................I......I......./....... W12"e;� .........C........................................................................................................ ............................................... .............. ...................................................................................................................................................... Installed By..... ................................................. Lie.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is ftft cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makionspections at any time, and if its rules are violated,the Company shall have the right to h' I- Date......./.... ................. INSPECTOR.................�'2.......... ...................................................... Member N.F.P.A.,I.A.E.I. 00011111 Final Survey Inspection Dept.of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: ar LOCATION:... PERMIT#: 0 5 21 Final Survey Plot Plan AiDDroved Denied The attached final survey has been received by the Dept. of �- Community Development. Upon review the survey has been: Craig Bro\en, Zoning Administrator Notes: �NKY1 L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc 9tt£O •oN •�Ma NOt1d12fOS30 31b0 ON 9ST09 'oNi *Orl I[JoA ALON tag—Z64 (m) 61010 JSV$49 SNOIlb'00� 1'd �8 d'l �0—fit-5 tWROM NOW OW fiQBZT �ao� daH `�ngsIIaanb pBog pnB�eBH 69T �ao� �►aH ��tmoa tt��are� `�mgsIIasan�j �o c oy AMMM� "� l d0 t Mam NOilvool NOIlVGNnoA £O-9t^Ot Z a WN �u ram A�N3V s.z o aA.zn s p 7I►A1293Mtld AD NaLYD065V 3LVLS MA 43N 3LL RB 03LA W SYG1"S OKt 1W 30WAM A=0 ONUM NOI1VaOl VNW"J/N9iS £O^bt-Zt £ 1 �'�T(10 Q F� j1 11 aj 31"`M Wow% mim �` I _ j X V 11 m A1670B,%3a Wow SNORVJIIlft . 3�f d 3a0WV� 3s, NOilVoOl 3rJV�IV°J SO-Ot-tt b 9/"'"a"`J0 WhM T241 V401U QWW�'H"w A3tiY1$9Hj�(,IMiMM07N1 WOiI!SDId00 A1N0- •AVI NDLLVMG XV1S)WA AM 3Sl A Z&VA3%BfIB•eo0c NM V O NDQr7DK joj apezu SaeanS 8 ;O d8y+� v�,v33 saa u+s aNn VUUWn r OHM drn eo£=u L 21D�S A3nans v w Nougav ao NouruiA►nv QgQtlW117TIN11. L66L `L 118dV :91DO z soz MSV9 41a1V0 90 ❑ J� 310a Aiumn =ca> Z6' 2 �; `�► �LZtr5a6LS 500Z L 9 030 o . f r � ® mo 0 9 .roNO1yS3�0 N� 0 z wa v �'IdM 313,�7r►O'� - cl 31114 3Nrd021d .I���Cj�Q �N�dd s g yCo �D u bs1££`LS pp� Ci yorl � >; 3NId d Nl d •�`_' _ .�VZ�y� 31114M 0 90 NM 7e g3MOW ---0_,,.Q_ 3 _ ao6 Tj jO . ?; 3NId k �Vlll ss 31144M c� 3�n21dS .Zi 00'OOZ Qjl 3ldVW .Zt tor „00,8bo 1 �31144M �8 lINM � 6 ZO'I c� ?11V19 -40 3/N SCINVl b86t 'bZ -MJV a31Va Sll 'S3lvDo(3SV 3msnos 'rm kg 1 3SVNd :HONaZl9dal.I dVW Framing/ Firestopping Inspection Report r. A Office No. (518) 761-8256 Date Isis ection reqpn!/' Queensbury Building&Code Enforcement Arrive:�: m 742 Bay Road,Queensbury,NY 12804 Inspector's In' f NAME: PERMIT#: LOCATION- INSPECT ON: — TYPE OF STR T Y N N/A COMMENTS &�Ipgm,_ing Attic Access 22"x 30"minimum Jack Studs/Headers T� -idging ois angers Jack Posts/Main Beams Exterior sheeting nailed properly , 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 i/s 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 V Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/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 Framing / Firestopping Inspection Report . Office No. (518)761-8256 Date Inspection rest received: �i�� Queensbury Building&Code Enforcement Arrive: am/pm- I'bepart. a n 742 Bay Road,Queensbury,NY 12804 Inspe,tor's Initi � �� NAME: PERMIT#: ©�(�QS_7 LOCATION: CianQ INSPECT ON: -os TYPE OF STRUCT e 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %s w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center nd water shield 24 inches from wall ael 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 %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 ( V Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ t re Queensbury Building&Code Enforcement Arrive: an pm; Depart: a 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial ? NAME: _ Y,-ERMIT#: j LOCATION: _ AINSPECT ON: TYPE OF STRUCTUAE7 AA Comments N/A Footings - 3 Piers -' Mo is Sla d V-A\ 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing I 6 mil poly for wet_areas under slab Backfill Approval _ Plumbing Under Slab _ PVC/Cast/Coppei Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I L:\SucHeiningway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: T Queensbury Building&Code Enforcement Arrive: am/ m Depart:���n/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _ _ PERMIT#: Q �� LOCATION: _ �, a,�� 4 _ INSPECT ON: V TYPE OF STRUCTURE: Comments Piers onolithic Slab qq 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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 SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codcs.Inspection.PURMSU'oundation Inspection Report.doc January 28,2003 Queensbury Building & Code Enforcer - Residential Final Inspection Office No. (518)761-8256 Arrive: art:` a Date Inspection request received: Inspector's Ini _ NAME: �P RMIT LOCATION: r ATE: TYPE OF STRUCTURE: - F: O47 Comments Yes No NIA Building Number/Address visible from road J� Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors 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 Interior Handrails @ stairs 2 or more risers 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: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batterybackup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Gara e fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker- Site Plan /Variance required Flood Plain Certifieatiort,if re " ed Okay to issue C/C of C/O empoE ./Permanent L:\Building&Codes Forms\Building&CodeslInspection Forms\Residential Final Inspection Form revised_100405.doc - s Job:L749D Mark: R2 Quantity: 19 Type: ATI2 Span: 280000 P1-H1: 7 Left OR: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 HERLIHY C-B STEVE F BALLSTON SPA BRANCH ALL PLATES CENTERED CSI SIZE LUMBER LATERAL BRACING: MAXIMUM REACTIONS: Common Truss NOTES: ON JOINTS EXCEPT: TOP 0.85 2x 6 SP-SS TOP CHORD - CONTINUOUS JT REACT ACT WID REQ W1'D Loadcase #1 1. TRUSSES MANUFACTURED BY - JT PLATE SIZE X Y BTM 0.83 2x 8 SP-SS BTM CHORD - CONTINUOUS Las IN-SX IN-SX Total Design Loads SARATOGA LUMBER TRADERS K 5.00x 6.00 1.90 2.22 Was 0.80 2x 4 SPF-#2 CONTINUOUS LATERAL BRACING A 3119 5- 8 3-11 Uniform Loads (plf) 2. EMPIRICAL ANALOG IS USED. P 7.00x10.00 CHM 0.13 EXCEPTIONS: ATTACHED WITH (2) 10d NAILS hz - 415 TC 107.69 M to 107.0 P 3. WIND LOADS - ANSI/ASCE 7-98 B 3.00x 6.00 CM 2.73 T3 2x 8 SP-SS EACH MEMBER WHERE INDICATED G 3119 5- 8 3-11 TC 107.6@ P to 107.66 B TRUSS IS DESIGNED AS A C 4.00xl2.00 7.17 CNTR T2 SAME AS T3 BY®. TC 121.69 B to 121.68 C MAIN WIND-FORCE RES SYSTEM D 4.00x 4.00 CHTR 3.60 DL+LL DEFL - 0.69" IN I-H TC 107.68 C to 107.68 D FOR EXTERIOR ZONE LOCATION E 4.00x12.00 7.17 CNTR REPETITIVE HIMIDER INCREASES: LL DEFL - 0.48" < BRG-SPAN/360 TC 107.60 D to 107.6@ E WIND SPEED - 90 MPH F 3.00x 6.00 CHTR 2.73 FB 15.04 ET 0.04 PC 0.0$ DL+LL HORS - 0.41" AT R TC 121.0 E to 121.68 F MEAN ROOF HEIGHT - 25' O 7.00x10.00... CNT'R 0.13 SPAN/DEFL (DL+LL) as 488 TC 107.6@ F to 107.66 0 EXPOSURE CATEGORY - C L 5.00x 6♦00 '•1.90 2.22.. TC 107.6@ 0 to 107.611 N OCCUPANCY FACTOR - 2.00 G 6.00x 6.00 1.90 2.50 BC 40@ A to 40@ I ENCLOSED BUILDING. H 10.00x10;00 <9.23; 7.25 BC 100@ I to 100@ H TC DEAD LOAD as 6.0 PSF I 10.00x10.,00 0.7 .25 RC 40@ H to 40@ G BC DEAD LOAD as 6.0 PSF A 6.00x 6,00 1.9 2.50 Member Loads (plf) 4. ROOF SNOW LOAD PER ASCE 7-98 tV WB 10 C to 14@ E GROUND SNOW LOAD - 70.0 PSF 1_. WS 14S@ B to 14S@ I RAIN LOAD NOT REQ'D CCO WB 14SO F to 14S8 H IMPORTANCE FACTOR: 1.00 + 4 Wind Load Cases THERMAL FACTOR: 1.00 + 2 Unbal. Load Cases EXPOSURE FACTOR: 0.90 5. UNBALANCED LOADS .CHECKED HE CK D.67) f ^ l'iJ (UNBLN LD FAC as1.67, 0.00). 4x4- 0 0 HO 2-0-0 NO 2 6. PREVENT TRUSS ROTATION AT - - HH 1-5-10 D HH 1-5-10 ALL SEARING LOCATIONS. 7 7 7. ANCHOR TRUSS FOR A TOTAL I 4xl2= 4x12= HORIZONTAL LOAD OF 415 LBS. C & T3 T3 3x6I1 W3 3x61 I H F 7x1 7xlOQ 8 O 10-2-0 7�Sx6� jl 5x6�7 A o L T4 T4 2x5I I Wlo W1 2x511 vrm N W7 N d. W1 W6 A G Robert Sharp,D.D.S.,M.S.D 6x6= HCL = 132M H am � 6x6- Adirondack Dental Implants CW:508 1ox10= 1ox10- W:Sga 16 Hunter Brook Lane 3t:313.9 SPL SFL R:31@ Queensbury,NY 12804 TC "'' 1 3-2-10 1 5-4-6 7-4-4 10-9-11 1 14-0: 17-2-5 1 20-7-12 220710 24-9-6 28-0-0 ® - - ALL PLATES ARE LOCK20 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Robbins En inecarin , Inc./Online Plus"' APPROX. TRUSS WEIGHT: 293.1 LBS Scale: 3/26"-1' ROBBINS LOCK connector paler(20 Se.ply.sted-ASCM A693 SS Grade de) Robbins Rag.Co.bear.no responsthB(y for the mention of human,field bracing or duel be applied on both taco of hTus at each Joint.Center the plates vow shown permanent truss bracing.Rehr to EUR41 as published by the Truss Plate lnsdWtA Loadcase 0. Designer: LUCAS AIM other aUs by drdes(o)or dbwmmm.Unless otherwise indicated by a"v",all dab In S83 D'Onoato Drive,Suite 200,Madison,Wlacomin 53719.Penons reeling trusses TC Live 43.8 psf Checker: NONE AS SIGNED plate.ram pared with the chord.or horizontally at the peak and/or heel.No tore are cam oned losses proasdend advice concerning proper oredlon bracing to TC Dead 10 psf Reviewer: knob orwanss in plate contact ma.Spike only whom shown.Ovssdi opens nRTme prevent toppling and"domimsy".Can should be taken to prevent damp dm ft ... 4"bearings at each and,unless Indicated otherMn.Cutting and abdcadon doll be Fabrication,dray,shipping and media.Top and bottom chords shall be BC Live 10 paf Designed: pares ad an equipment which produces mug along Jdm.and plates.This design adegwtdy brared in tie absence of sheaddag r rigid a1MR respectively.It is the BC Dead 10 psf Rev NO: was prepared in accordance with"National Design Speclaeadons for Shrot.-Grade mpondbdRy of others to ascertain set the design load.hd ligw an Ode drawkhg most �„ � (, �' Lumbr and its Fastenings"(AFPA),"Design Sped andons for H Lght Metalate or aced the the actual dead leads imposed by the structure and the We bads imposed Total 73.0 psf Rev Date: u Connected Wool Trusses"UPI),and HUD Design Criteria for Tmmed RaMcs. by the local building code or historical dlmde records. Lumber SI 1.00 Run Date: 09/12/05 Plate SS 1.00 Version: 28.0.007 FURNIBHA COPY OF TEX DESIGN TOFSECTIONCONTRACTOR. Spacing 24.0 in. Drawing: rT 18 THE RESPONSIBEM OF THE BUE.DINGDESIGNER AND TRUSS FAR.TOREVIEW I=DRAWING.a VRRTWV THAT nATA TN.`r.IT1TNn nTAr.A.T.OAM9 CYWVnRM TO ARM.PTAN/9PVT!9 k FAR.TRTMA T.AVrNr M. PRobbins Engineering,Inc/001ne Plus"01996.2006 Vefsicn 18.0.007 Enginewhg Review Drawing 9/121AM 1:16:02 PM Page 1 PDF created with pdfFactory trial version www.pdffactorv.com