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2004-097 40 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: _P20040097 Date Issued: Friday, April 30, 2004 -- - - This is to certifythatwork requested to be done as-shown by Permit Number P20040097 has been completed. - -- - Tax Map Number: 523400-315-006-0002-032-000-0000 Location: 17 MOCKINGBIRD Ln Owner: SHARON WILEY COOK Applicant: SHARON WILEY COOK This structure may be occupied as a: By Order of Town Board Porch TOWN OF QUEENSBURY Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040097 Application Number: A20040097 Tax Map No: 523400-315-006-0002-032-000-0000 Permission is hereby granted to: fiHARON WTI,F,Y COOK For property located at: 17 MOCKINGBIRD 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: SHARON WILEY COOK 17 MOCKINGBIRD Ln Porch $11, 0 Total Value $11,515515.00 QUEENSBURY,NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-097 144 SQ FT PORCH $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, March 18, 2005 (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 wn o uee gh sday,March 18, 2004 W SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Porch, Deck, Dock, or Boathouse Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road, Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. No Permit File_No. 01 inspection will be made until applicant has received a valid Fee Paid 109, _O building permit. All applicants'spaces on this application must be Reviewed By: completed and must appear on the application form. Applicant: ��/�/�F �/UCl� �SC/2C"S Owner: �— Address: /1/7�-2 S i C Address•/ Phone#(ebo ) 33.5- 96 Phone#(1f s) Email Address: f Email Address: Pomon Resportsxble for Supervision of Work as Regards to Building Codes: Name�CoTT s `g'� Address: yNy Phone //'VST96iC19T/�i� Property Location: Lot Number: / Douse Nu>;rlber 1� l /�dC'�/iiJ�' J�/.� 4/9- Subdivision Name: -Tax Map Number: E mated arket Value of Construction. $ Z ❑ Deck RECEIVED o Dock o Boathouse Oti�erwork(describe 9//� o�CZ MAR 2nn UEENSBUR Size of structure to be built �/ square feet TOW BUILDIN QA1�U CO®EY Submit along with this application: 1. Two plot plans drawn to scale,preferably using a survey reap. Indicate proposed structure showing setback dimensions from all property lines. Show location of water supply and location and configuration of septic disposal area. 2. Two sets of structural drawings. Indicate size of posts or studs, floor joists, decking or flooring material to be used. Show how-the porch or deck will be fastened to the building. If.a roof will be constructed, indicate the size of posts or studs,roof rafter spacing and span. Indicate type of roof sloped, flat, shed,or othelr, Indicate the type of material being used for the roof. Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this 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 Code,the Zoning ordinance and all other laws pertaining to the proposed work shall be complte ith,whether s ified-or noted,and that such work is authorized by the owner. 1g� Applicant's signatur . Datc: J /Z Q / L:1SueHemingwayl$uilding.Permit.)'ORMS1Poroh.Poroh.Permit.doe 8/1M2 revised per DH Z00/Zoo in xva OV LO 11HZ C00Z/W9,0 �V Queensbuly Building & Code Enforcement - Residential Final Inspection W, Office No. (518)761-8256 Arrive: an>/p p /p m e art: InDate Inspection request received: _ Inspector's Initials: NAME: W PERMIT#: (D `i LOCATION: ` tiC�J DATE: TYPE OF STRUCTURE: \. Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/" Gypsum Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18" above grade Gas Furnace shut-off within 30 ft. 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 Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/1/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft,150 s . ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent J L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request eceived: Queensbury Building&Code Enforcement Arrive: am/pmD art: - pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: Vim_ PERMIT#: 0 4-- � LOCATION: X1?1 INSPECT ON: r TYPE OF STRUCT ,�- Comments Y N/A ootings iers nolithic 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 Foundation Dampproofig Foundation/Waterproofing Type of Dampproofmg/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:\,SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report doc January 28,2003 m.nlaornbmuellntl.a[J.nvnuNLnnmm,nlu,nn,nwmluic:[al.ntnrJlnlavelu....... :wP,»r. [Pn+, rnnunlmuan./ar...a,au,lmmm.nniuunv:.rn.nn=,nnu,[L•P ..,munocr+.macs•enanm.,nrnenn[nonnan�[:.eLanmuamArs:nn ? jC') lEi'�_tU4)JG �Q�'�.il�'.�' (, 16 i ...-._.. ,�1.41 �'��•"' •':w 3�l" J, 4+L '19r f ., S). �rI 1 —.__--•._-___._.--.• .a�,'. `ti., I �rrcr•ia��, �,,,� �"�•1�A].,�1r. •XU'.�I�'h'.�''�:XkU.`1�•r`r';(1:1.'�.i`� i ' I' �� 1-•e..;/�yr..nr;.n- ��'''�.!��` (N Ur.I'Jt..4,RI;�.��1J �.)])1'�����.i,J'�.�) II • I " .r�_�Yi�,..� �`.h,la:(?�:�.U'SrJ��:1D JLI'U+�':b' r.��:7ia I + 11 y tY T 7 .T POST I� .. — _..T—;• --r/,til..�a]I�.�.Ui�IT��I.�) Ui.�`'�..E�,.�'l�:.�:xU'.�� II If ���1--.i; ;I i���;� �. �� •T,�� Yo. ...`i _. i r.r._.... .._ _ h r_2NI; UP��IIRhK�f •;••lip �• 4+n Igllnt:r IV1 nlal rtI-M � }I41P[nWtnlfm7Yr[RsiY[CIrvJ I . I?'AJ110 EONC J I 2.7�CFr'�'Xi';1,:�;�'�'.eL'X.���.FS�•r��ni;1�1•lJa�'� t � ' • z)Il•(5- 8) 489-101 •�.�n�.,r iP>r�l....a.,._,[�,An nn. i,Plm[.r P • � ...,P •",' . Pnpnra w.mn. AK.[n.+ unn<.ua[PJ.,mnnlw%�sm�nn[nsnas[unn,[,ra.l[ar:c�Pumnm.:na avrm[ms>nrnivnPininnuna+mnrau,ulurroaanxn•amamnaanwsm:>[menmamw.+.cnnn,r n. ngra.+nxd:[•II•• 1 A i 1 r C . �. . . w AAAL,P, x)O I i ,F11- e "a PY TOWN OF QUEENSBURY WILDING DEPARTM T an—m,llrnitW examination comppliance with our comments shall E\ `` not be construed a� indicating the �tv- plans and sperificapons are m MR O � compliance with the Building Codes of New York State. BUILDINQ & Ui NGDEPAR ENT - `� xam��st°lali REVIEWED tbn the g DATE �In ful e o ew Y PATIO ENCLOSURE INC. -7 2 INTERSTATE AVENUE ;�' c �,--C--10 sea, , ALBANY, NEW W YORK :A MM'SS 12205 PH. (518) 489-51 01 DATE DIRA.WN 3 ! o k'f BY MOLL T+R E: (800) 335-1966 1 . UNAUTHORIZED ALTERATION OR ADDITION TO TnnP. TZLFae<=v THIS DOCUMENT IS A VIOLATION OF SECTION P--- Suc5olutstou 7209 SUBDIVISION 2 OF THE NEW YORK STATE -�A,your PL.A.Li" "^--IU t W EDUCATION LAW. �UGtUEL1=SLtup/.G.T.Miat_t_ A�,OG. P.G. -DATtA DEL_ 14dO ._ : . . L -N /F HC3rnG Owners. ?:Ssocio. iori CEIVED MAR 1 2004 5 75e 5O'oo"E loo.oo' TOWN OF QUEENSSURY IN POND CODE 0 � p S�Ts'L 9- 0-- 38 1 ►�^ 1 z6-0't LoT 3Co 40o I 0 33. 1 * ao.o' .i 0 2 ., _O so g�d.g In � � -- O Lena -�i +. 9 d m Tel (O EI GG Talc gl�c - Fad H.Fi— P,d 0 l --,- 0 W V 4 - - -- NT5'05'CX::� W 48•(o2 aO,2-T' 51" E aczer. E...geJvttFl7r GawuT�o / C= 51.Co 1' �o IJ t wa✓.ts.�. KNO H A. i lL Fb"3 L.= 51-C..8' ��v.a u.Y-reams.co,fl,.ras F2= 2-f 5.00' I c.rtlfy to the following ' that. thi. ■urw-y he. b..n ' prepared in accordance with O C K 1 t,4 G 15 1 POD L-A r. the Cod- of pr.ctic.. for Lend l Surv.ye adopt-d by .the i.Y.6 (rJ0 2:0.W.) Aaoocl.tlon of Profv.lonal Gp Land Su tveyor■ •. lut1 s-vlaed Sharon - Wiley' � D �( Sta•Fewlde FundlnoJ Gorp. , 1+5 5ucGe5sc-s And fo, Assigns �.` GFtica90 T�+Ic Insurance Gorn�xtny �.;"� /2 �4- (ONLY COPIES S D W H,T.14 NFO IN RED L INK AND EMBOSSED WITH TN1='�B�EAL OF AN _ OFFICER OF C. T. MIALEF-.9ISSOCIATES, P.C., C.Je Fre niS n pL5 49044 Da Fe r' OR A DESIGNATED REPFiT> t1NTATIVE BHALL BE CONSIDERED TO BE A V LID TRUE COPY' Date RECORD OF WORK Appr• L o'T 37 IM o c►- 1 N Ggt P-o L A N E I2.ZZ.4.1 Foundoa+,o- 1 R10 tl-1 P AFZ 1� o -Towr� of c3ueansbu� Warren COUNTY, NEW YORK ti C.T. MALE ASSOCIATES, P.C. �f�-����—(/������ -50 CENTURY HILL DRIVE, P.O. BOX 727, LATHAM, NY 12110 I•••I I=JI=U (518) 78VEYING • FAX (518) E - LAND �( 1��1 Ca U L(db�)J� Drafter: LP� Checker• ENGINEERING • SURVEYING • ARCHITECTURE • LAND PLANNING ' LANDSCAPE ARCHITECTURE • COMPLITER,.SERVICES Co Appr, by: Proj. No. SCALE: DATE: Dec. 22, 199.2- 0 ���. A ..... . r ' iC ;7m " Shed Roof ENCLOSURES, INC.; .® Span Charts 720 East Highland Road Macedonia,Ohio 44056 www.patioenclosuresine.com' Case I — Ground Snow Load or Wi General Notes • This chart is in accordance with installation procedures. established by Patio Enclosures, Inc.' and is for general. reference. See individual'job submittal for specific job conditions. • 50 year mean recurrence interval.used for both•wind and snow loads based on ASCE 7-02. • Importance Factor of 1.0 assumed. U120 roof-deflection limit used per IBC/IRC 2003 Tables 1.604.3(h)and R301.7(c). •-PEI Super"Foam aluminum'clad roof system with single (- beams: • Where Glass Roof'Panels (GRPs)are specified, use of :his chart is limited to one GRP in every other panel.. The ' maximum edge distance of the GRP from the header or IJJ hanger is 2 feet. • 12-Inch maximum roof overhang on bearing wall. 6-Inch maximum roof'overhang on non-bearing wall. P5e N OVERruwG . • 1/2:12 minimum roof slope. Select lesser of allowable spans for both snow and wind as shown below Snow Load Roof.Span Chart Wind-Load Roof Span Chart Ground Wind Speed Snow Allowable Span (mph) Allowable Span Load (psf No GRP With GRP No GRP - With GRP 20 2.0'-0" 20'-0" 85 20'-0" 20'-0" •25 ';` 20'—0" 20'—0" 90 20'—0" 20'_0" 30, 20'—0" .20'—0" 95 20'—0" 20'—0' 35. 20'-0" 19'-6" 100 20'-0" 20'-0" . 40 19'-3" .1T-9" 10.5 20'-0" 20'-0" 45 18'—3" 16'—6" 110 20'—0" 20'.—0" 50 17'—3" 15'—'3" 115 20'-0 55 16'-6" 14'-6" 120 19'-9') 18,-0,, 60 15'-9" 13'-9" 125 .18'-9" 16'-9" 65 151L_31, 13'-0 130 18'-0" 15'-9" .70. 14'-9"• 12'—.6" 135 IT-3" 14'—.9" 75 14'—3" 12'—0" 140 16'-6" 14'—.0" $0 13'—9"'_ 1.1'—6" Wind Assumptions 85 13 `6 11'—3" • Exposure"B",3-second Gust used per ASCE 7& IRC 2003. . . '-Snoiiy.-Assumptions.. Mean roof height less than 30 feet. • Case I applicable to basic snow[o r 1.11.ly. . Maximum permissible roof'slo a for use of this • For other conditions,see-Case II or lll. � p p shed roof wind chart'is 2:12. Rev. 12/23/03. ©2003'Patio Enclosures, Inc.'All rights reserved. G " MANUFACTURERS OF PATIO&PORCHaNCLOSURES "7S' SOLARIUMS• GREE.NIIOUSES rENCLOSURE!S,tIN61. CUSTOM BLINDS&SHADES FINE CASUAL FURNITURE "An Employee Owned Company" 720 EAST HIGHLAND ROAD MACEDONIA,OHIO 44056 PHONE: (330)468-0700 FAX:(330)467-4297 Certification of PEI Roof Systetii The following 18 pages,revised December 23, 2003, contain allowable span data for the Patio Enclosures"Super Foam" sunroom roof system. The charts are specific to Patio Enclosures. products, and cannot be used to determine the allowable span of any other roof system. Parameters: • The charts address the 3", 4-5/8" and 6"thick PEI"Super Foam"roof system for shed and gable roof sunrooms. • Two cases are presented for each roof thickness: A. "Super Foam"roof systems without glass roof panels. B. ."Super Foam"roof systems with-one.glass roof panel in every other panel. • A licensed Professional Engineer(P.E.) registered in the jurisdiction where the project will be installed has certified the information contained within these charts. Applied loads are determined for three snow load cases,per ASCE 7-02: I. Ground snow only, II. Ground snow+drifting snow III. Ground snob+sliding snow • Wind loads calculated per ASCE 7-02, Exposure"B". - • Total roof deflection limited to L/120 per IBC &IRC 2003. • Use of-the charts is restricted by the limitafiions listed in.the general notes on each sheet. I hereby certify-the following: 1. I am in responsible charge concerning the information contained herein. 2. The information contained herein is true and correct,to the best of my knowledge and ability. 3. I am qualified to prepare the information contained herein,based on my education and experience. 4. I am an actively registered professional engineer in the state(s)having jurisdiction over the application of the information contained herein,to which I affix my seal. Name: Karl A. Rinas Date: December.23,2003 p NEVV 1- °a6aameaa n o' N `— �. ti ti 0 0 .. i ICI ( }F:i ! 3�3,• :�•€ i( I; {1 i 1 , ) ;1. "ii�{� :I ); t f;•: F (' 31`1�-'i �i t- •t`. ! rii !€, tE is i ,( I 1 flt 4:i - W C _ bii ALUM. CLAD o FOAM COOF T fNPK90 6LA55 EX15f1N6 5 EX15tING UNIfS W/5C2EEN5 PWIAL CUf BACK .�AoNI - KNEEWALL UulfS OVKHA0 A5 E90LIVO EX15fIN6 OECK 5TEP5 W1 QAILIQ6 3° ALUM. CLAO v f0 6QA09 FOAM WIQ6 PANEL EXISTING 9-WALL ELEVAT10Q EX15fING 5' f5NIKZ50 6LA55 5' 6'-G" UN1f5 W/SCPE�uS EX15fIQ6 EX15fiuG ICIJE WAi,I UIJIfS 1i,bii• EXISfItJG OELK EX15fIQ6 5fEP5 W/ EXISfING DECK CAILING f0 GPAOE A-MALL ELMfIOIJ C-WALL 5L. VVIOIJ z 0 DRAWN . ALL-VIEW (AVI) BOOM 5AN05f0NE IN 6OLOQ. THIS DRAWING IS THE PROPERTY OF PATIO T.M.S. S. WIL. y I ENCLOSURES, INC. ALL RIGHTS RESERVED. DATE ENC�ES INC. 1? MOGKIf 690 LA. . T Z. �Io NEAP, FLUMBI1vG, OQ EL.,t Cf21CAL BY P.E.I. QUEE DUPLICATION OF THIS DRAWING �N ANY FORS IS ® 1J513U2Y, �l.Y. 12804', --S. 0.5. 10 GPAOE; LOCAfION fO. BE O'cf9OMW90, II�12/03 NOT PERMITTED WITHOUT THE EXPRESSED SCALE 2 INTERSTATE AVENUE (345) 143-940'7 WRITTEN CONSENT OF PATIO ENCLOSURES, INC. ALBANY, NEW YORK 12205 ino ►in .- - 3v lbI