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2002-549 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 CE RLVT IFICAT OF Permit Number: P20020549 Date Issued: Wednesday,July 17,2002 This is to certify that work requested to be done as shown by Permit Number P20020549 has been completed. Tax Map Number: 523400.301-017.0001-006-000.0000 Location: 503 WEST MOUNTAIN Rd Owner: DOUGLAS&TAMMY SILVERNELL Applicant: DOUGLAS&TAMMY SILVERNELL This structure may be occupied as a: By Order of Town Board Above Ground Pool OF Q E SBU Director of Building&Code Enforcement TOWN OF QUEENSBURY_ 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FILE COPY Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020549 Application Number: A20020549 Tax Map No: 523400-301-017-0001-006-000-0000 Permission is hereby granted to: DOUCTLAS & TAMMY SITNERNFLT, For property located at: 503 WEST MOUNTAIN 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: DOUGLAS &TAMMY SILVERNE 503 WEST MT. Rd Above Ground Pool Total Value QUEENSBURY,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2002-549 Above Ground Pool $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 02,2003 (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 Town of Juee s ; �esstU,2002 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building& Codes Office Swimming Pool • Town of Queensbury 61 GC/ 742 Bay Road Permit Application �Iee Paid Queensbury,IVY 12804 ? %Val (518) 761-8256 ll 5 ( 1. Applicant: uS e_ Owner: LA lcts _ .1q. C . A Address: ��'03 L Address: Phone No. Phone No. 7 6(F 2. Person responsible for code requirements: ] i ri (� FtFCr-IVED 3. Contractor/Installer 5 �� o,5 /�-I�v,� .SUN � 7 2002 Address TOWN OF QU_=ENcj-sURy Phone No. IIUILDIN13 AND 4. Pool Location Address: 5. Tax Map Number: 1 d'3 6. Type of Pool: above-ground pool / in-ground pool 7. Size of Pool: length ft. diameter a 7 ft. width ft. depth Al/y'1 ft. 8. Approximate Water Capacity„ 1 o o z) gallons 9. Materials used in construction(circle below) Steel/vinyl Fiberglass Gunite Poured Concerte Other 10. Submit a diagram; drawn to show property lines, existing structures,proposed or existing septic system,location of proposed swimming pool. Show all setback distances from property lines to both the pool and the structures, as well as separations between them. An electrical inspection is necessary before the Certificate of Compliance is issued. See attached sheet for electrical inspectors. The Building and Codes Office needs to be notified upon completion of construction; including installation of fencing. A final inspection will be made before use of the pool is authorized. GSA Applicant Signatur Owner Signature l . Date: (p o7 cod (if differ t from applicant name) �� Code Change Adoption: Amendment to Revise Requirements for New Swimming Fool Enclosures Amendment of sections 720.1 and 744.1 of Title 9 NYCRR. August 1.0, 1999 1.Subdivision(t)of section 720.1 ofTitle.9 cifthe Official Compilation of Codes,Rules and Regulations of the State of New York is amended to read as follows: (fl such enclosure shall have railings and post within the enclosure,which shall be capable of resisting a minimum lateral load of 150 pounds applied midway between posts and at top of posts;-respectively. Enclosure,fence material or fabric shall be capable of withstanding a concentrated lateral load of 50 pounds applied anywhere between supports on an area 12 inches square,without figure or permanent deformation. Gates provided in the enclosure shall be self-closing and self-latching with the latch = handle located within the enclosure and at least 40 inches above grade,and shalt be securely locked with a key, combination or other chUd-proof lock sufficient to protect access to the swimming pool through such gate when the swimming pool is not in use or supervised. Subdivision(fl of section 744.1 of Title 9 of the Official Compilation of Codes,Rules and Regulations of the State of New York is amended to-read as follows: Q)such enclosure shall have rai mgs and post within the enclosure,which shall be capable of resisting a minimum lateral load of 150 pounds applied midway betwee:n posts and at top ofposts,respectively. Enclosures,fence material or fabric shall be capable of withstanding a concentrated lateral load of 50 pounds applied anywhere between supports on an area.-12 inches square,without f inure or permanent deformation. Gates provided in the enclosure shall be self-closing and self-latching with the latch handle located within the enclosure and at least 40 inches above grade,and shall be securely locked with a key;combination or other child,proof lock sufficient to protect amess to the swimming pool through such gate when the swimming pool is not in use or supervised;and Code Change Adoption: Amendment to Revise Requirements for Height1imitations in One-and Two-Family Dwellings Furthermore, the pool shall be screened from the.view of_the pObI!c right-of-way and the neighboring property by means of landscaping-. (See "Landscaping") FEES: _. . $25 Fee for Above Ground Swimming Pool $35 Fee for In-Ground Swimming Pool NOTE: ALL POOL PERMI'T APPLICATIONS -MUST STATE MATERIAL TO BE 'USED. RESIDENTIAL FINAL INSPECTION REPORT l Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement "�~ Dept.of Community Development Arrive am/pm Deparf�', Town of Queensbury Inspector's Initials 742 Bay Road Queensbury,New York 12804 NAME jj1 PERMIT# � 2 ��U" LOCATION M— DATE TYPE OF STRUCTURE N/A YES NO COMMENTS (� Chimney HeightP'B"Vent/Direct Vent Locationf Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 18 in.or more Interior Handrails stairs both sides 3 or more risers Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above 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 Relief Valve(s)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36" Floor Finish BathroomMtchen watertight Interior Handrails Balconies/Landing 18 in.or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage Light ventilation per room Safety glazing 18"or less from floc Final Electrical !. Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif.of Complian ) Okay to issue temp.C/O(Certif,of Oc pancy) WOkay to issue permanent C/O(Certi£ f Occupancy) I-S 'im"W4,5"07.07N rr� ----------- # N N GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: l 02 6(t) Building&Code Enforcement 742 Bay Road Queensbu , , 12804 Arrive a Depar a �, nspeetor's Initial NAME: L /'- r •�� PERMIT# ��`�'' LOCATI N: C DATE TYPE OF _UCTURE: RECHECK NIA YE NO COMMENTS Footings/Pie —� 1 ono i is Pour Form 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 Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging— Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping MAP REFERENCE: MAP OF LANDS PROPOSED TO BE CONVEYED BY MICHAEL C.H. HOLMES TO DONNA & GARY MAILLE DATED SEPTEMBER 29, 1987 BY COULTER & McCORMACK LICENSED LAND SURVEYORS O 66'20'30"E 604.37 3 O N AREA ,ri Z = 1.86 acres PROPOSED NO Z HOUSE Z m I �i d _ 604.37 N66'20,30"W � W N I N N/F OF �--- "' LANDS DONNA&GARY MAILLE JUN 2 7 2002 I.R.F TOWN Of:OU`LENSSURY C.I.R.F. (7. FROM ANY ACTUAL FIELD SURVEYIFY THAT THIS AP WAS PREPARED THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR �V BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY N BR0OK ROAD AND LENDING INSTITUTION LISTED HEREON. V C LEN D O 1, CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED 70: DOUGLAS M. do TAMMY C.• SILYERNELL HOMESTEAD FUNDING 110N. IT'S SUC'CESSOR$* UNITED GENERAL It COMPANY CERTIFIED B M ATTHEW C. S DATED: OCTOBER 28. 1999 • • • , LAINMO. a e� 1999 n, Dus Uwnzw AmuroON oR mmnm'M A . . �� NA. EK-Ual CR ONO A UCOM LAND XMYEYE:x L1 A Map of a Survey made for Scale 1 =50 NCIAnON QF SWTON 7M, "-*V" 7. Cf 'ME Steves NEW YM VATE MrAIM LAW* MAR/V`/�-I SEAL S Nnl NI dtOMAL OF M lMD /lAl'1fYCR! ` _ ,_ wx,��,NKYAMTR�E`�E,." DOUGLAS M. & TAMMY C. SILVERNELL S *=1.1CA"M VOCAM M%M SKMFY THAT n00 llA11tY TNf PIIEPMfO N AOCOIOANC[ WIN 7NE Land Surveyors, LLC DUSMO ,M� A°°� OY THE NEW Y S. tTATE 7FCA nON OF L WIN CKY LMIO 11RYEYpPi SAp CQTFTG11N1N! fNALL 1tl.N CMIY m " PMW MA Maw 1"E SIMEY IS PREPARED, AM �T 1 OF 1 ON TITS OE"Mf TD 1"E nRE 0MOMY, 00M MfpTAL 37 Chester Street Glens Falls, M M A�� 7W,D ,';, "Mom, "'° Town of y y New York 12801 Queensbur Warren County, York 1 10-28-99 CERTIFICATIONS SILVERNELL (518) 792-8474 New York lAc. No. 50135 NO. DATE DESCRIPTION DWG. NO. 99239 C-146 r