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2009-438 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 CEj"x'7v1IFICAT'E OF OCCUPANCY Permit Number: P20090438 Date Issued: Friday, August 05, 2011 This is to certify that work requested to be done as shown by Permit Number P20090438 has been completed. Location: 27 SUNSET Ave Tax Map Number; 523400-309-006-0001-030-000-0000 Owner: JOHN J. & SYLVIA HILLER Applicant: JOHN J. & SYLVIA HILLER 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 WA- property owner of the responsibility for compliance with Site Plan, 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: P20090438 Application Number. A20090438 Tax Map No: 523400-309-006-0001-030-000-0000 Permission is hereby granted to: JOHN J. & SYLVIA HILLER For property located at: 27 SUNSET Ave 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: JOHN J. & SYLVIA HILLER Garage Detached $10,000.00 27 SUNSET Ave Total value QUEENSBURY,NY 12804-0000 $10,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2009-438 576 SQ FT GARAGE $57.60 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, September 22,2010 (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 Twri"o#{ uee4�ry-w JIU4 ,.#Ay,September 22,2009 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Q OFFICE USE ONLY TAX MAP N PERMIT NO. FEE PAID BLDG.&CODES APPROVAL f ; 1-0 ; r r ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION 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-WORKBEGINS.-APP-LICATION.1S SUBJECT T_O_REVIEWS-EFORE- ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID\BUIIL—D1I\NG PERMIT. OWNER:, ��i �+`� INSTALLER/BUILDER: Clw ADDRESS: -7 SL,- (Day ADDRESS: Co PHONE NOS. PHONE NOS. `—` J Z:1-7 7 ot LOCATION OF PROPERTY: ^ UBDIVISION NAME: '09• s 30 LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ESTIMATED COST OF CONSTRUCTION: s O 00 O ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? tkl_� , IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: c'Q i «..........._...._..._.......«..«....«_....._...................._...................»...............»................................._.......................«......._................OSED............_.........y I«« ___ » «««.«.....««.«..«.....«...«......_..._.......»_...__... _ .«. PROP I PROPOSED CONSTRUCTION 1ST FLOOR � 2ND FLOOR } TOTAL } HEIGHT i SO.FT. SO.FT. SO.FT. _......._».«__..............._.. _._...__....« ._....._......... ._..................................................._......................„..._.._. I ...««._F'r.&I R. «.. _.__ : 1 I '• I I F OPEN PORCH ._....«__—__. . .._.._............................_.».__«.M.»_.__._.«....................._..�......».»................... «........._.....v.«..........«............................._. _.«... � __..._..._._.__......«...... _ 1 : • I ! I t DECK I i : i..«_„«« ._ ««... .... .............._........._...... _«......«. «......._...__«..............__.._......._._. ....._..._... «........................»......._.........«...s_........................«......_...._ __......._.«»......_..«............«_«......; 3 SEASON,COVERED OR ENCLOSED PORCH' •' i : f BOATHOUSE I j !._ _...._».. ._.._._..............» .__......_.._._« ..«_... ............ .._._._._..._.....»_...._....__.«__..._..........._..........................._. _ _......_..__ . ....._.._.._«.._«... ....«.» I BOATHOUSE WITH SUNDECK € i.».....«....__........_......................................................................».............................. i..«..._...._......................................s.»...».............................................�..................................................I..„...»....«............................... «.i DOCK j « ____.._._._...............»................._ ._..«..........«_.:. .....«._................... ..._....«__......._.«..........._. .................._......_._...._....... ........................_ SHED .._.._._ � _...___. .._.._.._........ 3 _.. p« ......i.... ....f I i i 3 ; } wi 1 POLE BARN ' i I ««.«. «.«.«.... «.........__._.................»».._ _..........._»........._.._._ww_..i....«.«................ DETACHED GARAGE(NO.OF CARS:) �(� s : «..._......_................._..««.. ...............................___.......__.._._..__............._........_..;..........«.......«........»....»._............Ir._............................_....»....». ;. ...._....... ...........»....._........... »....._......._.._.....»...«...._..«.....E 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 Zoning Department Inspection Report Project Name: Larry Clute (for John and Sylvia Hiller) Project Location: 27 Sunset Ave, Queensbury, NY 12804 Tax Map No.: 309.6-1-30 Mailing Address: same as above Area Variance No.: 61-2009 Building Permit No.: 2009-438 Date: August 3, 2011 Dear John and Nancy Hiller: During an area variance compliance inspection on August 2, 2011, your project was determined to be in compliance per the relief granted in your approval, with the exception that the condition of approval that you apply for an area variance for the relief needed for your noncompliant privacy fence along the south property line has not been met. You are hereby directed to apply for the relief needed to bring your fence into compliance or remove the fence to mitigate the violation of the zoning code. Please contact this office to apply for the variance or to propose a timeframe to remove the fence. Should you have any questions or concerns please contact this office. Sincerely, Town of Queensbury Bruce Frank Code Compliance Officer Cc: Craig Brown, Keith Oborne x Regular Mail —Certified Mail _Hand Delivered (by B. Frank) L:18fuce Frankl2011lSPRandAVRepoftsiC/ute, Lany(forHiiiers)AV612009 03aug11.doc FcWndation Inspection Report Office No.(518)761-8256 Date Inspection reqWQueensbury Building&Code Enforcement Arrive: � " epart: -i� . , a m 742 Bay Rd.,Queensbury,NY 12904 Inspector's Initial NAME: �li Ile C Pi F641T#: c)7-4 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comment Y N NA Footings 01 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil p2ly 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 f1. L:\BuIlding&Codes Forms\Buiiding&Codes\Inspection Forms\Foundation Inspectlon Report.doc L A printed 12/20/2005 9:24:00 AM Queensbury Building & Code Enforcemetit - ResidenjFFi17ction Office No. (518)761-8256 Arrive: ,tia `-u a m Date Inspection request received: InspectNAME: ' MIT#: LOCATION: -� �� TE: TYPE OF STRUCTURE: Comments ,C Building Number Address visible from road Chimney,Hei ht/'B'Vent/Direct Vent Location Fresh Air Intake — IC �^ 3 inch Plumbina Vent through roof minimum 6 incfies ° Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs decks los more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deckporches 36 indies or more Handrail Termination at Newell Post or Wall interW/Exterior Railin s 34 inches to 38 inches Deck Brad /Handicapp9d Ramp Com Kant Grade away from foundation 6 inches with 10 feet 6 inch dearanoe to sill plate Gas Valve shut-off ggosed/regulator 18 inches above grade Interior privacy/trim/doors!main entrance 36 inches � gt Bathroom/Kitchen watertight Safety /Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detractors Every level Every Bedroom: �6F pF Outside every bedroom area: fir_ L 1 Inter Connected: Bette backu : �C.A Attic access 30 inches x 22 inches x 30 inches(height)in accessible area 1 ►J�EC�t t Crawl Spaces 18 inch x 24 inch access 1 K.ft:150 sq.ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss draft!!oMing finished basement 1,000 SQ.ft. C)V-PSV Emeraericy earess below grade Gas Furnace shut-off within 30 Beet or within line of site To e 1--,L;,0� C Oil Furnace shut-oft at entrance to furnace area FumaceiHot Water Heater o raftng T+J vi�) k Vgw\10 Low water shut-off boiler 04bRIF—i�� ,! Relief Vatve s Installed/Heat Trap/Water Temp110 `t Enclose!Stairs Sheetrook Underside minimum W Gyaum ti SPk Basement stairs dosed rise>4 inches (� _ GarageFloor Pitched W)to �cC\tit GaragR fi mofi /%hour fire door/door closer Duct work Sealed pro2ft Gas Loos in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bondi As Built S System/Sewer Dept. In on Sticker Site Plan /Variance required Flood Plain Certification if r aired Okay to issue C/C or C/0 Tem ra ermanent LABuilding&Codes FormslBuilding&Codesilnspedion ForMWesidentiai Final inspection Form_revised_100405.doc;Revised January 7,2008;Revised WNW 10'!t2004 10:39 5180851041 SAR.ATOGA U-MBER TRAD PAGE 08/19 sob wlrk � TYP® Span Pi-Eil Left OR Right O Eng neerjflg STOCK70 2452GT 1 TR 240000 5 2- 0- 0 2- 0- 7n4020034 U#0225 J#STOCK70 STOCK #70 OR #85 sNCw SLO47-TI3112 4:4= 90 4-1 S 2x411 90 4-1 2�c411 J M Zae4al 2peA;i 5 R O 2:411 2=411 F q 2ma l l 2Da111 n s 1 3eN- 3m4= A C -� E G I K L •N P R T 2X411 zmall 2s4:1 2X411 Secs= 2ft411 z3oul 2:all INAL; 1 8�'• Tc'� 2-9-1 1 2 -- ALL PLAITS ARL LOC2C20 Seale:0,2a3'=t' Robbins Enoinoerine, Inc./Online Plat=1 APPRO'A. TRUSS WEIGHT: 152.9 LBS unlino Plua -- vgsaian 15.5.032 DL+LL DEFL . 0.04- IN 8-C Azv=aw nT: RUN DA=: 2- 2-04 LL DEFL - 0.01" t 8RG-SPARIZ40 Rabbi- Eegin-ring, SnC. SPAR/vm tnL+LLI . 9-49 PO Rape 280055 CSI SIZE Lt"ER 1.15EH TafQa, FL 33682 ' �� TOP 0.36 2z 4 SIT-92 2520 PLAT= CORForm TD TPI BTM D.28 2S a 87F-42 1510 - vEnTr PLATS VALms •PITS RSSEA To R0H nm on, GENERAL WEE 0.18 27G 4 BPFB-STO 759 FMMIN8 ENG3NESS INC, NOTES AND 97mac B an= FUR REP8TITIVE Nzmm IFCACkgSS; GRIP BASW 00 8T7PISPr Lt*=R ADDITYMOL SPSCIFIGTIONS. FB I5.0! FS 0,04 P'C 0.04 VEM 20 AREA TEST?�T90a. mcc - 20tom _ {1 PL711$8 .1 LO N T: IS►1'ERA CItf6 L BRA : G2tTP1iIN6 5i4-z5a CK 250 PSI PER PAyg TA[)88aS P➢M1pFACL'r]REO 8Y - TOP CHORD - CONTINDOG3 IIP UM= 15.0% 1NCREA36 SARATOGA %.MISERR 171A mts STM CROW - cunnmms. TaR8I00 1339- 465 FLI PER PAIR 2- S2iP=mm AlPALOG i8 mssD. TAMS SPACmm - 2A.0 TV, SHEAR 794- 5a6 PLI PER PAIR 3, LOADS - AHSIIABCE 7-90 TRosz Is DS32cmm AS A. STmmAFm LORDItrC JT TYPE PLATE N%zc x T mzu wnw-PORCfr FES STSTO4. LOF838R STRESS INCPS.ASS: 15-01 A 2001 3.00 $ 4.00 5.9 3.1 F041 C1C=mk SONG ya-AT7ow PLATS STRESS "M=ASE: 15.04 B 3001 4.0o X 4.Oa CTR 2.2 MIND BPSRD - 90 two LOADMS LIVE DEW (PST) C 2001 3,00 x 4.00 5.9 3,1 M= ROOF HEIGHT - 25- TOP CM70.0 10.0 D 1001 2.00 A 4.00 CM CTR E3@OSURE CATadORZ - C BTM CRV 0.0 10.0 S 1001 2.OD X 4.00 GSA CTR OGGOPANCS FACTOR - 2.00 TOTAL 70.0 20.0 90.0 F 1001 2.BD x 4.00 Cm =a grC0= RUILMM. WPPORT CRITERIA C 1001 2.00 A 4.00 CTR CM TC Ow WAD - 6.a PST CONTDOMS 9LTREFJo ,Im A 6 C 8 2001 2,00 X 4.00 CTR CTR BC Uwz LOAD : 6.0 P57 T 1001 2,00 x 4.00 CTR CTR 4. ANCHOR TRUSS FOR. A TOTAL LEET RIGHT 3 1001 2.00 x 4.00 CM CTR M=CONM LOAD OF 3-03 LOS. HEEL DTN - 4sx PIN - a9x F 1001 2.00 x 4.00 CTR = S. FAST= TAD'4S TO HAD A L 1302 S.DD X S.DO CTR 3.0 POP 130 Las OF UPLIFT, YSF2%R CSI P tLRS) "%IST me2ND K laal 2.00 D; 4.00 MR Cm WLE PE9t<TTn=NO amnaiv TOP CROP= M ID01 2.00 X 4.90 CTR CTR !l6Vu9mr OF FALL OR BAtl- A-D 0.36 94 C 61S -19D5 0 1001 z.00 a n_aa CSR CTR C. TASTIF TRUSS TO ITZ C D-r 0.36 132 C 1905 -343 P 1001 2.00 x 4.00 =A cm FOR 140 Los or tmmZFT. F-H 0.33 111 T -39 75 Q 1001 Z.00 X 4-DD CTR CM mr= PumzTrxwG No VPtam 9-S 0.13 234 T -75 25 R SOOT 2.DO x 4.00 CM CTR NOVEMM OF em►LL OR BtiG. LT-D. 0.12 153 T -25 98 5 IODl 2.00 E 4.Do CTR CTR 7. F'ABTCN TRUSS TO 9RC E S-K 0.12 147 T -83 Ila T 1001 2.00 E 4.00 CTR CTR FOR 150 Les or m m' H-0 0.13 110 T -110 167 WHILE FMOUTTINI; No tTP mw D-Q (3,13 101 C 698 -343 ALTERNATE-LOADING AND SPICING MV42%WT or=,LL OR RRG. Q-S 0.36 131 C 343 -1905 B_ FASTSA TRVSB TO spr. I S-C 0.36 04 C 190E -615 VMS SPACTNO - 16.5 IN. Pon 82 LBS of t7PL F N e Bo=cm coupon MR= PC1mTTn= A-3 0.26 98 T -1373 -534 STANDS L=MNM )CMEKEM OF (} 'S G 0.12 96 T 534 143 L omm ST=S nrrCAEAsa: 15-D9 S. FASTEN TIM S G-I 0.05 C6 T -143 -38 PLpTC STFS33 IVCZM9: 2-9 Oi FUR 72 P7;Rpa OF T-R 0.03 96 T 3H Il %4ADn= LIvr- vEw LQS£) pwvo T o or _ K-L C.03 96 T -11 -3 TOP C8D 98,0 10.0 Sa_ FA9TbtP TEte55 L-per 0.03 96 T 5 11 ^}'.~ Ir EZLi CEP 0.0 1 D.o FOR 70 L98 0 4[1 ;t•-� 0.33 95 T -1.1 -39 70TAI 95.0 20.0 IDS-0 � Pu-A 0.0E 96 T 38 143 WaI TT t P R-T 0.12 96 T -143 -534 M74mm or �? T-C 13.29 96 T 53a 1373 7},c s nsEer of loads to the roof 11. FASTEN TRtr35 T ?A wa88 FOR 92 Zw OF E-D - San C G-F - 241 c Diaphragm and bracing for horizomtel V=x PaPMiTT c SSiU+`ap x-H = 317 c sc-a - 329 a Wind loads is the rovwam of vR t. = ZIP C M-M - 329 a RcsponsibilityoftheBuildingDmigner. 1z. FA9i$N TRUSS TO eR6 2 p-O m 331 C R-Q - 241 C FOR 142 LAS of mit-mrP, w-8 ® 530 C WHILE rMaTTING no OPwm Rnhbin+cn0inaonnq.>ncJOnf n plur"m 7 oaH-20ea vv ylon 1 S,S,D32 EepM�e nti PoaruU 0 J:210a H:dS:�a AM Pnga 1 mavznM OE RTA,LL OR BpG. RRR - a ?nnh '10/07/2004 10:39 5188851341 SARATOGA LUMBER TRAD F'AGE 07J113 S�-OC, 70 Z4$2Z, 2man TYPg Span Pl-HI Left OH Right Of Engineering 1 4.3 240000 5 2- 0- 0 2- 0- T04020034 v#0225 T#STOCK70 STOCK #70 OR #95 SNOW SLO42TO111 SxS= NO 4-1 g i AD 4-1 s-4-1 it A r! C F S1 D 4.1= A3:eH- lac4= v R:2499 r:5pe D: 249 R:24RR [t: 246 S-1-9 5-1;9 1 6-10-7 2-0-0 ALL PLATES ARE 1,0=0, 5 s PLATS SELECTED IN PLATE HQWZTOR SCSI@:0.243"=1' Robbins Engineering, Inc./online Plug' APPROX. TRUSS WEIGHT: 137.0 LBS Online Plus Version 15.5.032 PLATING COM FM TO TPI REVIEWED ST: M M DATE: 2- 2-04 V%RU T PLATX VALUES MTTH Robbins Engineering, Inc. R=BXM EM6TNSERING. PO Box 290055 CST ZXZE Lmmm 1.15FS QRIP BASED OF S%T/SPF WIM& Timpw, FL 33GR2 TOP 0.92 Zx 4 2100F1.8 2400 US= GROSS APS,A TEST METHOD. 801 0.R3 2% A LSSM.5 1997 PLATES - 20 CADGE LOGE REFER TO ROBaims ENG. GEWL&L WBS 0.6E 2X 4 SPFa-STU 759 GRIPPING 514-253 PSI PER PAIR NOTEa xm smacma asnxT FOR RRPETZTM MCMER 1W1;RB1 T9- INCLDDES 15.04 MOCRZRSE ADDTTIO2i?L1[. SPECTFICATIONS- ED 15.0% FT D,04 FC 0,01 TENSION 1339- ASS PLI PER PAIR SENAR 784- 509 PLI PER PAIR MOTES: L&TERAA BRDCI36: 1. TAQBSSS 291NDP7.CTORED BY - TOP CEORD - CONTINUOUS JT TYPE PLATS SIZE x I BAAATOCA LUND= Tpulaks STM CHORD - c-wrzm000s A 2001 4.00 X 9.00 7.B 3.5 2. EMPTRICAL AIOALa6: Is USED. TRUSS SPACING - 24.0 IN. 8 3010 5.00 x 5.00 CTR CTR 3. WMW LOADS - AWSI/ASCS 7-98 C 2001 ,4.00 x y.00 7.8 3.5 TRUSS 25 DSSIGMED AO A STAMARO Lolk0m;G D 1020 4.00 x 4,00 Cm 1.5 mh=WTND-FORCE FM STV= LDMIt STRESS INCREASE: 1S.Ob E Iola 4.00 T 4.Dc Clik 1.5 FDR EXTERIOR ZMC LOCATION =TE STRESS MMFW SE: 13.04 F loci 2.00 x 4.00 CTR CTR W HP SPEED - 90 MPB LOADING LIVE DEAD (POP) G 1001 2.0D X 4.00 CTR =A W" HOOF HEIGHT - 25' TOP CEO 70.0 10.0 !811100 3.00 x 0.00 CTR D.5 37-VOSM CATSGORT - C HTH CHD 0.0 10.0 OCCCPANCI FACTOR - 1.00 TOTAL 70.0 20.0 90.0 EMLOSBD BUTWXm. SVPPORT CRITERIA TC DEAD LOAD - 9.0 Par JT REACT WID3$ TT REACT WIDTH 8C DLAD LOAD - 5.0 Par LDS IN-ex LBS TW-sx 4. PRRVSRT TRUSS POTATION AT A 2495 5- 9 C 240E 5- 8 ALL BEARING LOCATIONS. S. ANCHOR TRUSS FOR A TOTAL LEFT RIGHT BORIZMML TOAD or 102 LBS. E=L 0119 - 4SS OW - 4sx G. rMTEN TACOS TO BAG A FOR 249 LBS or UPLI£l, ['EMP C32 P[LBS) MIST MQ2NU WSILS PERMITTING NO UPRAAO TOP CEOHDS NUVEHM of In" OR BitG- A-F 0,92 3944 C 3849 -5836 7. PA3T8N TRu9a To HRG C F-S 0.92 3535 C 5836 -2291 FOR 249 IRS OF UPLIFT, B-G 0.22 3535 C Z291 -5636 WHILE PSAMITTIMG NO UPWARD G-C 0.92 3944 C S936 -32A9 "74M T OF WALL OR BAG. BOTTOM Cams A-E 0.82 3649 T -599 -1232 A_LT_ERNAT_E LOADING AND SPAQNG E-SS 0.59 2496 T 1232 403 51-D 0.59 2496 T -403 -1232 TRUSS SPACING - 16.0 IN. D-C 0.93 2949 T 1232 OR 4� NE �s r E-E = 917 C E-S - 2247 T �� S A- A SMw ffi=Lfl LOADING S-0 = 1247 T D-G - 917 C ,(`� �Q PL= Tpzss INCREASE: 15.08 � � �vJ1 y eLArs 517+Sss sNa:sASE: 15.08 � /�� C't � iG►DIN6 LTVS oFaD (P8F) OL+LL DEFL = 0.40^ IN G-C q� ^- Top = 83.0 SO,D LL DEFL - 0.21" G 9RG-3PA14/240 ' +- �. BTlf CECD 0.0 10-0 SPAF(/DEFL JDL+LL) - 726 TOTAL 55.0 20.0 105.0 Rehbina Englnti.(BQ.Inc.iOnllne PWp"' 19s+e-:004 V�,pion 75.S.o32 Engtn�wrin9-POArpit 02M2/04 R145;5a AM Noel r-rr% a 9Ar, Queensbury Building & Code Enforcement - Re�, ential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: am/pm Dale Inspection request received: Inspectors Initials: NAME: 0 PERMIT#: LOCATION: DATE: zf1 TYPE OF STRUCTURE: Comments: Yes No NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Z, Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors y�� Handrail 4 or more risers A V 61 Guards at stairs,decks, atios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more C/U�.� Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ram p_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/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.-1 50 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Insulation Certification/Sticker on Panel 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 Furnace/Hot Water Heater operating_ Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles �/Z l�/ Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required I Okay to issue C/C or C/0[Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form—revised-100405.doc;Revised January 7,2008;Revised 6/26108;Revised 12/22/10 69f COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No....u ��'8 N 2 2 1 7`�...........................Cert. �- Cut-in Card No..................................... Owner.............. �L- Location.A. ...... /V ............... :................................................ �`-1 ..�� r........ Installation Consisting of.. .. 1. �;... ,�C " ,Ll., j................ &.A. `E:................................................................................................................................... .................................QQ.................................................................................................................................................. InstalledBy............... ..N.,..............................................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is 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 omptly made for inspection. Inspectors of this Company shall have the privilege of makin inspect ns at any time, and if its rules are violated,the Company shall have the right to fe e this c rtifica . Date......U.. .-. /................. INSPECTOR... ...`........................................................................ Member N.F.P.A.,I.A.E.I. Queensbury Building & Code Enforcement - Residential pe ion Office No. (518) 761-8256 Arrive: Date Inspection requ st received: Inspector's Initial NAME: E IT LOCATION: TYPE OF STRUCTURE: Comments: Yes No N/A 4" Building Number Address visible from road 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,deckspatios 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/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.-1 50 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel 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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed ro ri Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection er \ h Site Plan /Variance required �i•/ Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent LABuilding&Codes Forms\Building&Codes\lnspection FormslResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 Queensbury Building & Code Enforcement Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm De rt. am/pm Date Inspection request received: Inspectors Initials: NAME: PERMIT#: LOCATION: ,-C. DATE: TYPE OF STRUCTURE: Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbin Vent through roof minimum 18 inches I Roof Complete/Exterior Finish Complete Platform at all exterior doors S 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 I 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 1C /I 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, I sq.ft:1 50 sq.ft.vents f I Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Loas in Sealed or Glass Enclosure Final Electrical 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 I C or C/0[Temporary/Permanent I LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form—revised-1 00405.doc;Revised January 7,2008;Revised 6/26/08; Revised 12/22/10 Queensbury Building & Coe n#orcement - Q'ideential Final Inspection dffice No. (518) 761-8256 Arrive: a Depart: am/pm Date Inspection request received: Inspector's Initials: � NAME: �� PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments: Yes No NIA �C 4" Building Number Address visible from road (_IC) htt:S Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake J S'5v ed &-c'a v S-e— 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/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells lain Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Baftery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch amass, 1 sq.ft.-1 50 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 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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%7 Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Log s 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 10 Tem ra /Permanent LABuilding&Codes Forms\Building&CodeskInspection FormsWesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 (4L Community Development-Building&Codes (518) 761-8256 Inspections per Permit Permit# P20090438 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible Site Plan/Variance Garage Detached BRUCE FRANK Staff Misc Zoning Department Inspection Report Project Name:Lary Clute(for John and Sylvia Hiller) Project Location:27 Sunset Ave,Queensbury,NY 12804 Tax Map No.:309.6-1-30 Mailing Address: same as above Area Variance No.:61-2009 Building Permit No.:2009438 Date:August 3,2011 Dear John and Nancy Hiller: During an area variance compliance inspection on August 2,2011,your project was determined to be in compliance per the relief granted in your approval,with the exception that the condition of approval that you apply for an area variance for the relief needed for your noncompliant privacy fence along the south property line has not been met. You are hereby directed to apply for the relief needed to bring your fence into compliance or remove the fence to mitigate the violation of the zoning code. Please contact this office to apply for the variance or to propose a timeframe to remove the fence. Should you have any questions or concerns please contact this office. Sincerely, Town of Queensbury Bruce Frank Code Compliance Officer Cc:Craig Brown,Keith Oborne _x Regular Mail _Certified Mail _Hand Delivered(by B.Frank) L:\Bruce Frank\2011\SPR and AV Reports\Clute,Larry(for Hillers)AV 61-2009 03augl l.doc 1/23/2009 Footing Garage Detached JOHN O'BRIEN approved 2009438 1/23/2009 Reinforcement in Place Garage Detached JOHN O'BRIEN approved 2009438 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 Inspections per Permit Permit# P20090438 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 11/23/2009 Footing Garage Detached JOHN O'BRIEN Approved 2009-438 11/23/2009 Reinforcement in Place Garage Detached JOHN O'BRIEN Approved 2009-438 11/29/2010 Status Inspection Garage Detached JENNIFER HENDERSON Staff Misc 2009-438 made out status inspection slip )2/14/2011 Status Inspection Garage Detached JENNIFER HENDERSON Staff Misc 2009-438 made out status inspection slip TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 El Community Development-Building&Codes (518) 761-8256 Inspections per Permit Permit# P20090438 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 11/23/2009 Footing Garage Detached JOHN O'BRIEN Approved 2009438 11/23/2009 Reinforcement in Place Garage Detached JOHN O'BRIEN Approved 2009438 11/29/2010 Status Inspection Garage Detached JENNIFER HENDERSON Staff Misc 2009438 made out status inspection slip D2/14/2011 Status Inspection Garage Detached JENNIFER HENDERSON Staff Misc 2009438 made out status inspection slip )7/27/2011 Status Inspection Garage Detached JOHN O'BRIEN Denied 2009-438 1)please be advised no framing inspect has been done on your garage 2)your permit has expired 3)need proof of a final electrical inspection-in order for us to issue a CO we need to do a framing inspection&you need a final electrical inslpection ASAP )8/02/2011 Framing Garage Detached JOHN O'BRIEN Approved 2009438 )8/02/2011 Final Inspection Garage Detached JOHN O'BRIEN Denied 2009438 remove Hi R insulation TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 (2t Community Development-Building&Codes (518) 761-8256 Inspections per Permit Permit# P20090438 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 1/29/2010 Status Inspection Garage Detached JENNIFER HENDERSON Staff disc 2009438 made out status inspection slip 2/14/2011 Status Inspection Garage Detached JENNIFER HENDERSON Staff vlisc 2009438 made out status inspection slip 7/27/2011 Status Inspection Garage Detached JOHN O'BRIEN )enied 2009438 1)please be advised no framing inspect has been done on your garage 2)your permit has expired 3)need proof of a final electrical inspection-in order for us to issue a CO we need to do a framing inspection&you need a final electrical inslpection ASAP 3/02/2011 Framing Garage Detached JOHN O'BRIEN approved 2009438 V02/2011 Final Inspection Garage Detached JOHN O'BRIEN ienied 2009438 remove Hi R insulation :/02/2011 Final Inspection Garage Detached BRUCE FRANK Staff enied 2009438 no per ZA cond of approval not met /02/2011 Final Electric Garage Detached COMMONWEALTH ELECTRICAL pproved 2009439 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 Inspections per Permit Permit# P20090438 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible )8/03/2011 Final Inspection Garage Detached JOHN O'BRIEN Approved 2009438 18/05/2011 Status Inspection Garage Detached JENNIFER HENDERSON Staff disc 2009438 all B&C issues have been addressed-fence needs to be removed or variance for it obtained TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 Inspections per Permit Permit# P20090438 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 08/02/2011 Final Inspection Garage Detached BRUCE FRANK Staff Denied 2009438 no per ZA cond of approval not met 08/03/2011 Final Inspection Garage Detached JOHN O'BRIEN Approved 2009-438 ILI -0 2JR 50 ro rp fOWN OF QUEEN BURY BaseTIVENT x r invited examination Compliance with our c ruea as indicating the plans and specifications are in full Compliance With the Building Codes of New York State. j AM am ,,,,��.�.. 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