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2011-232 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518).761-8201 Community Development-Building & Codes (518) 761-8256 C ERTI F I C ATE OF .COMPLIANCE Permit Number: P20110232 Date Issued: Monday, June 27, 2011 This is to certify that work requested to.be"done as shown.by Permit Number P20110232 has been completed.- Tax Map Number: 523400-279-015-0001-022-000-0000 Location: 19 AZURE Dr . Owner: CYNTHIA MOREHOUSE Applicant: CYNTHIA MOREHOUSE This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the 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. 6 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes _(518)761-8256 BUILDING PERMIT Permit Number: P20110232 Application Number: A20110232 Tax Map No: 523400-279-015-0001-022-000-0000 Permission is hereby granted to: CYNTHIA MOREHOUSE For property located at 19 AZURE Dr 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. Tempe of Construction Value Owner Address: CYNTHIA MOREHOUSE Deck $7,037.00 19 AZURE Dr Total Value QUEENSBURY,NY 12804-0000 $7,037.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-232 550 sq ft deck $55.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,May 27,2012 (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 datAliy' .) Dated at the To of ens 1� May 27,2011 V SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement %-----------------------OFFICE USE ONLY---------------------- - r---------------------- TAX MAP NO. 4 rZ�C�PERMIT NO. ✓ Z 3 n I i FEE PAIIdJY 1 BLDG.&CODES APPROVAL ` 1 ____AY ACCESSORY STRUCTURE BUILDING PERMIT APPLI A o� Use this application for any structure other than the Principal Structure (ho to garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 en 1 res- Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.NO INSPECTIONS ILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. 0 OWNER: 1 NSTALLER/BUILDER: U CGSInjo n Q (� ADDRESS: 7 (�Ji r�c�Oi ( ADDRESS: PHONE NOS.T a I �\7 b 4 T (( PHONE NOS. LOCATION OF PROPERTY: Y u 0 Q SUBDIVISION NAME: `'- LOCATION OF PROPOSED CONSTRUCTION AND/OR //INST�r CATION: In�y� / T boo S-p- ESTIMATED COST OF CONSTRUCTION: $ D 3(9'ANOTHER ACCES RY A 06N9 0i9RTY?`'e- IF YES,PLEASE LIST: / !- �j CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: L V r Cis PHONE: 33O 3(0 L PROPOSED CONSTRUCTION 1sT FLOOR 2ND FLOOR TOTAL PROPOSED O OS D SQ.FT. SQ.FT SQ.FT. FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH' BOATHOUSE yft BOATHOUSE WITH SONDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS:---j 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 l/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. I have read and agree to the above. QUESTIONS? CALL 761-8256 OR EMAIL Signed Dated: 112, codesCaD-Queensburv.net dnUA1 / VISIT OUR WEBSITE FOR PADRE INFORMATION Nameffitle(Printed) C� V) 1`a- /!►Dfe- 05 www.gueensbury.net d Queensbury Building & Code Enforcement - Re ' ential Final Inspection Office No. (518) 761-8256 Arrive: am/pm De art: � *m/pm e :Date.Inspection request receiv Inspector's Initials: NAME: '� t:> PERMIT#: IIj LOCATION: DATE: TYPE OF STRUCTUIR5. Comments: Yes No NIA 4" Building Number Address visible from road ChimneyHeight/"B"Vent/Direct Vent Location , -( F� 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/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 backu : 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.-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 properly 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 Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 Foundation Inspection Report Office:No.(518)161-8256 Date Ins o request received: Que%bury Building&Code Enforcement Arrive: ' is am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �C/ NAME: re- 11w, PERMIT V / LOCATION: r INSPECT ON: TYPE OF STRUCTURE: on gyp N Footings 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 poly for wet area under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:kBuIlding&Codes Forms\Buiiding&Codesunspecdon Fannff oundatlon Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM qq MAY 2 3 2011 TOWN OF QUEENSIB BUILDING&CODES ' N to E -� C �u -Q E c c� m B ILDING QUEENSBEPARTMURYNT TOWN OF QUE NSBURY Based on our limited examination,compliance BUILDING & CO ES � with our comments shall not be construed as indicating the plans and specifications are in Reviewed BY: full compliance with the Building Codes of New York State. Da$e'� •��.. l - 11 - . • :1 •. a • - ■■!■■■■■■■■■■!■■�/i��■C�i.�!■!■■!■■■■■iris-1�ilFe i��/■■ � ■■!■■■■■■r■■■!■��B■O,�lC��■■■■■■■■■■■Ibis®����J■■ ■■■■■1�`"r�■■/i!■■!■■■■■■e1Gl►�1■■■■■■■©■ICJ■I�®■®■■■■ ,/. ■■■��%■!`��i■!■!■■■►�'/.%��'`■!�■,��■!■■!■1■ILA!®■�■!■■■ ' � i��`�■V�■■■■■■■■■�\!■tat■Cllti■1�■®®■!!■■■ LINE MEMO ' ■■■■■■!■■■lLc�ili/.file■■■■■■!■■1�'Ialfi■■[]�I��i■!■■6i�(■!■ ■■! ■■■®■■■Q !■!■■■■!!■■■■■ i■!■! r/M■!■■■!I■■■ ■ ■■■■■■■® ■■■■■■■■■■■■■ I■■■■■C it■■rrm■o■ ■o■!■■■■■■■r�■see■■■e■!■�'/e■■%��i■■■■■■■■■■■■!■ r 'r h �2 . a I T yti I I a I , f l CROSS-SECTION CUSTOMER -- LUCAS r CA DATE 05/21/11 REF Deck11141 MAY 2 3 2011 ' r BUILDF Q gECNSBURY ES co%o/o r _ Z 9— Lo S Z o CeM- s �x a 14A C fio 60'�'t('.et } 5o(a U Z X I D T o , st .._ � (?oar V STORE NAME i��C�n D �kS 123 STREET RDA CITY, ST i (800) 655 1212 �\`\U t 36' 3' 6" 8' 6" 24' X � _p Z 07 0 07 � Z � � O h R) I C FW FU C CD 3 O N Hill 2x10 Jo1st @ 16" o.c. 3' 6" 8' 6" 24' w ` A (U CU CD In BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 23' 10 1/2' 3 11' 3 1/2" • Post spacing is measured center-to-center. Depth of concrete footers --- 48" STRESS ANALYSIS FOR LEVEL 1 CUSTOMER: LUCAS DATE: 05/21/11 DESIGN: DECK11141 REF: SALESMAN # 50064 - BP ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X10 DEFLECTION 192 PSF 16" BENDING 157 PSF SHEAR 146 PSF COMPRESSION 189 PSF 146 PSF BEAMS 2-2X12 DEFLECTION 350 PSF BENDING 145 PSF SHEAR 102 PSF COMPRESSION 296 PSF 102 PSF BOLTS 1/2" SHEAR 2386 PSF 2386 PSF POSTS 4X4 STABILITY 441 PSF 441 PSF ----------------------------------- TOTAL LOAD 102 PSF DEAD LOAD 10 PSF LIVE LOAD 9.2 PSF ------------------------------------------------------- STRINGERS 2X12 DEFLECTION 638 PSF BENDING 534 PSF SHEAR 379 PSF COMPRESSION 1465 PSF ----------------------------------- TOTAL LOAD 379 PSF DEAD LOAD 10 PSF LIVE LOAD 369 PSF ------------------------------------------------------- STRESS ANALYSIS FOR LEVEL 2 CUSTOMER: LUCAS DATE: 05/21/11 DESIGN: DECK11141 REF: SALESMAN # 50064 - BP ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X10 DEFLECTION 2797 PSF 16" BENDING 969 PSF SHEAR 495.. PSF COMPRESSION 469 PSF 469 PSF BEAMS 2-2X12 DEFLECTION 187 PSF BENDING 113 PSF SHEAR 110 PSF COMPRESSION 542 PSF 110 PSF BOLTS 1/2" SHEAR 2906 PSF 2906 PSF POSTS 4X4 STABILITY 537 .PSF 537 PSF ----------------------------------- TOTAL LOAD 110 PSF DEAD LOAD 10 PSF LIVE LOAD 100 PSF 2' 3/4" c 8' S 3/4" Bki IF 11 A 1' S 1/2" BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 13' 10 1/2" 3 6' 3 1/2" B 15' 10 1/2" 3 7' 3 1/2" C 6' 8 3/4" 2 5' 5 1/4" Post spacing is measured center-to-center. Depth of concrete footers --- 48" s T TYPICAL 3 25.00 43.15 981- 54'-00" 17. ;; 196.91 PLAN 4 50.00 86.31 18 50.68 OB°-19'-• " t7- OUTLETS DISTRIBUTION 5 75 .4 00 1296 19 ,� 60°-39'-00 6 40.00 30°- 33'-28" 370.49 REMOVABLE COVER 20 25.00 35.37 81°-03'_04" BAFFLE BOX NTS 7 200.00 35.10 10°- 03'-20" 21 -13.17 98°-56'-'56'' 81.78 23°- 25'- 40" 22 325.49 11a3.58 27 02'-)5" OND 2n 8 „ 116.88 33°- 29'- O0"" ROgp` - 10 175.00 102.27 23 88 54 15°-35'-J8" 11 150.00 87.66 24 233.91 108.72 14'-37 -72" _� 25 59.62 14°_36 2" 79 - -' OUTLET 12 300.00 247.56 47°- 16'- 52" ., _7 SECTION 3°1 n 13 '� 70.00 1 - 22'- 09" GROUND SZ -T48g " N ..... s0.97 21'- 09 _... ..._.. 2000 -...� _._._. �--„ ' TOPSOIL vl 0_._2.3 J� D 06' :.. 1:B;Ihp:'/ .. AR`Fbi I/AOKF �41 ._ 4 ^II 24.82 ,.,� - � v'- UNTREATED BLD6PAPER -� >. -_-., O ) 9 9 -- - .. ... N � �PERFj�..���„�•�7c'..7� - 7 200... .00 •_..... � _..__. - GRAVEL OR STONE i , 202.18 v < �% � k In V�tO v S77°-1G'-00'E _... �� 4 y - - a� M o��t-lA-1f1 °. S1 21F f1 21in MIN. LONGITUONAL SECTION O ........$65�00',.Op y� _ .. .. . l� MIN. DH �S2a- J 13 l q N \` pA( vO9 TO 4 ' ..-�. .. .. .._.._ S 1>50p ^� .9\06\�. WA TER 'LEVEL _ 202.13 1.70.2+9 5.. ®'I tj < -" OpQ�'• p �...;�.� GROUND MOUND FOR SETTL ' CV 8 ry -„ � M�' ,k V` �G ��A U g.. 21 ->.�. ,.,. 1 -,e� °r: "' Q 1 l�lb _ J 11 '••° 9 P V\ \\1 'v p. 6k TOPSOIL - OT C5 y.. ,...-. ......_.,... 1.,,, W E ti19 - 9y2` .�y " 21 7 ri1tTH e,aCr<r rc>*.. 1 I PIPE DH 6°-12n $TON Pt,Q.�( 90 _. 1 �7 6,73a ti.. A3 i�31$ 2 31_0" 51_011 W'tl, ®1"e r m W 1 r C'. , t-other W'n fib' 0 . -._. _ tp N X ?� �o- 2, p VN TRENQH � g5 To LE60 �IN .. WATER ,3»fcKE.4,. CROSS SECTION > H. Russell Harris PLAN 'A oo/p a �A ry o/Q TYPICAL TILE FIELD$ 1„:100' o 2 C` w IV 9 29,5.a0' V nn�� - ROUND 1r N 7 0 4�- 59.01 21".�;3.` (Y� MANHOLE Al YV 1 •., 12ri IN ,IL y _ 5'15.3 .� �� Lands ofof r `t ..- WAT L I ovine SEAL yN"- CAL- -- Allen J" , WELL 'RTZR SAMPLE TAKEN E+'RCth1 S"Ottsa- Q'i6 ON THE � d DENNIS SIMMOA4'8 RESi O&'No -AN SECTION 1 OF INLET' pp LLEVEL " ,1. n Harris i ' Tkt1e.SUBOIV1SIpN♦ k Russell SAN,TEE ' II Harris w uB ERSIBLE PUMP Other Lands Of H. S'tl ORIlLED $c aAf3Ei,Ygi lY } , BA NFL �4 6. MIS . tVELL DEPTH.• it^O'y� F L EV OF _ '+� TEE LIQUID STATIC LEVEL'� ^LO4F't US TH �LEGEND '+ DEFT H W,:-rK NO DRAIW-0001W 2 E ' -o - D¢¢p Soil Test Hole ar�LLs iN SEQTIIrN 1 UP To S51 64PTII DRILLED 0 Proposed Drilled Weil .. - . 0,14"' s1a STATto'LEVEL T ZW'DEPTN r__� ..- f^-^M1 SECTION 85 CAP