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2011-347 ..0111Ski , TOWN OF QUEENSBURY Ritzy742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110347 Date Issued: Wednesday, November 07, 2012 This is to certify that work requested to be done as shown by Permit Number P20110347 has been completed. Location: 353 RIDGE Rd Tax Map Number: 523400-303-005-0001-077-000-0000 Owner: PATRICK STAHL Applicant: PATRICK STAHL This structure may be occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property / _ owner of the responsibility for compliance with Site Plan,Variance,or (-3 `' other issues and conditions as a result of approvals by the Planning Board Director of Building 8c Code Enforcement 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 CERTIFICATE OF OCCUPANCY Permit Number: P20110347 Date Issued: Wednesday, November 07, 2012 This is to certify that work requested to be done as shown by Permit Number P20110347 has been completed. Location: 353 RIDGE Rd Tax Map Number: 523400-303-005-0001-077-000-0000 Owner: PATRICK STAHL Applicant: PATRICK STAHL This structure may be occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy 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 Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Quccnsbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110347 Application Number: A20110347 Tax Map No: 523400-303-005-0001-077-000-0000 Permission is hereby granted to: PATRICK STAHL For property located at: 353 RIDGE 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: PATRICK STAHL JLTDITH KILL Porch $12,000.00 353 RIDGE Rd Total Value $12,000.00 NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-347 2 porches to be repaired&joined together ttal of 305.6 sq ft $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,July 28,2012 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T:wn of ueen bury' f h&gd y,July 28,2011 r SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement . r............ _ .......... .......... .....................................0 0 ......... .., CIE ICE USE ONLY -7 IA NO. PERMIT NO. JUL . .; .; FEE PAID LDG &CODES APPROVAL 2011 , 0 ,..�OWKI. :. 1.0 I QUEENSBURY ACCESSORY STRUCTURE BUILDING PERMI Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenho`dse, dock, deck, etc. Refer to Informational Brochure No. 3_entitled Accessory Structures- Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT.TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. 11 ),,� r ,{I OWNER: GZL LI F1� INSTALLER/BUILDER� �M —f;JU�I,IiI ADDRESS: -355 Q ADDRESS: QQua, / S ' PHONE NOS. J 1 _ PHONE NOS. (�! � LOCATION.OF PROPERTY: SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: HAS THERE BEEN A SITE PLAN REVIEW:VARIANCE OR SUBDIVISION APPROVAL? 13 YES NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: .$ 210-CO ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? O IF YES,PLEASE LIST: 1 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:Utt-t S Ia- h. I PHONE:D s�' 1ST No PROPOSED PROPOSED CONSTRUCTION 1. FLOOR 2 FLOOR TOTAL HEIGHT SQ,FT. SQ.FT. SO.FT. FT.&IN. OPEN PORCH e 3 SEASON,COVERED oR ENCLOS P RCH' 05, /_ v & BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS: ) 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 surveyor, drawn to scale, showing actual location of all new construction. QUESTIONS? CALL 761.8256 OR EMAIL codescagueensburv.net have read and agree to the above. VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net J ated: vw•gueensbury.net UM (iLOL�Ltelv Town of Queensbury- Community Development Office - 742 Bay Road, Queensbury, NY 12804 : 1 LC S Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: L-A<arn/prn Date Inspection request received: Inspector's Initials: �p NAME: ,S --i ah I PERMIT#: I_f l � 1 LOCATION: _ S DATE: TYPE OF STRUCTURE: r o r A M Comments: Yes No NIA 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,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 I 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 s .ft:150 s .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 fumace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed 1 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 Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final SurveV 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 10 Temporary/Permanent LABuilding&Codes FormslBuilding&Codesllnspection FormslResidential Final Inspection Form revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Foundation Inspection Report Office My"B'u'i'ld` 61-8256 Date Inspection request received: 7kLe Queens ing 8t Code Enforcement Arrive: amlpm Depart: amlpm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:6 0i NAME: PERMIT#: . 6) i! 3 ' LOCATION: INSPECT ON: TYPE OF STRUCTURE: / N WA Footings . Piers 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 areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior!Exterior Rough Grade 6 inch drop within 10 ft. L:XBullding&Codes FOffnABuiiding&CodeQnspettion-Fonns\Faundatlon Inspection Report.doc last printed 12/20/2005 9:24:00 AM U lJ DEMOLITION PLAN 1 /4"=1'-0" TOP OF NEW FLOOR JOISTS TO MATCH TOP OF EXISTING FLOOR JOISTS. FRAMING TO BE INSTALLED LEVEL WITH NO PITCH REPLACE EXISTING FLOOR FRAMING AS NECESSARY WITH MATCHING PRESSURE TREATED MATERIALS EXISTING FDN: EXISTING FDN. TO REMAIN TO REMAIN EXISTING FDN. TO REMAIN 2X10 LEDG BOARD AS REQUIRED 4'-1,r L 5'-5r 37'-1 "f FOUNDATION PLAN 1/4"=19-0" REPLACE EXISTING FLOOR FRAMING AS NECESSARY WITH MATCHING PRESSURE TREATED MATERIALS d - EXISTING FDN. TO REMAIN co i =t 2X6 TREATED FLOOR— I DBL. 2x8 I JOISTS A 16" O.C. >�BEAM 1 \T— DBL 2x8 \kio-- PIER (SEE I SEAM I DETAIL THIS PAGE) 5'-0" L 5'-11"± DEMOLITION NOTES -------- INDICATES EXISTING CONSTRUCTION TO BE REMOVED—CONTRACTOR SHALL PROVIDE SUPPORT OF ALL STRUCTURAL COMPONENTS PRIOR TO DEMOLITION. ' THE FOLLOWING REMOVAL NOTES ARE INTENDED TO GUIDE THE THE GENERAL CONTRACTOR AND RELATE AN OVERALL SCOPE OF THE REMOVAL WORK INVOLVED WITH THIS PI,`.OJECT. Q REMOVE EXISTING WINDOW AND FRAME IN ITS ENTIRETY FOR INSTALLATION OF NEW DOOR. DEMO FOR NEW DOOR WILL BE IN ACCORDANCE TO NEW DOOR ROUGH OPENING DIMENSIONS. PROVIDE HEADER AS INDICATED ON FLOOR PLAN Q REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY FOR INSTALLATION OF NEW WINDOW. DEMO FOR NEW WINDOW WILL BE IN ACCORDANCE TO NEW WINDOW ROUGH OPENING DIMENSIONS. PROVIDE HEADER AS INDICATED ON FLOOR PLAN 0 REMOVE EXISTING PORCH STAIR IN THEIR ENTIRETY AS REQUIRED ® REMOVE EXISTING COLUMNS lir THEIR ENTIRETY. 05 REMOVE EXISTING PARTIAL HEIGHT WALL IN ITS ENTIRETY. © REMOVE EXISTING ROOF FRAMING IN ITS ENTIRETY. 07 REMOVE EXISTING FLOOR FINISHES IN THEIR ENTIRETY. REPLACE EXISTING FLOOR FRAMING AS NECESSARY WITH MATCHING PRESSURE TREATED MATERIALS LEGEND & NOTES STUD WALL — 2"x4" AT 24" O.C. AT INTERIOR NON—LOAD BEARING WALLS FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. — 750fb - 1,100,000 E SZE INDICATES MEMBER, SIZE & SPACING. SIZE INDICATES BEAM SIZE. ® POST — SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR 2"x6" TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. FRAMING LUMBER SIZES ARL OASED ON WWPA GRADE SPF No. 2 EXCEPT AS NOTED. LUMBER IN CONTACT VATH CONCRETE OR MASONRY TO BE PRESSURE TREATED. BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL STRENGTH OF MEMBERS. .aTAIRS: — ALL RISERS & TRENDS TO BE EQUAL — STAIRS WITH MORE THAN 3 RISERS TO HAVE A HANDRAIL (BOTH SIDES IF BOTH ARE OPEN) — OPEN PLATFORMS OR PORCHES MORE THAN 30" A.F.F. OR A.F.G. TO HAVE GUARDRAILS. GROUND SNOW LOAD — 50 SPF FLOOR LOAD — 40 PSF DESIGN WINp SPEED — 90 MPH — 3 SEC BURST WINDOW SCHEDULE WINDOW REF. WINDOW MODEL # R.O. WIDTH R.O. HEIGHT REMARKS Q 244DH2856 32" 66" DOUBLE HUNG WINDOW DESIGNATIONS AS MANUFACTURED BY: ANDERSON WINDOWS AND DOORS 200 SERIES IF ALTERNATE WINDOW MANUFACTURER IS UTILIZED CONTRACTOR SHALL CONFIRM THAT ALTERNATE MANUFACTURER WINDOW SIZES PROVIDE EGRESS WHERE NECESSARY AND LIGHT AND VENTILATION FOR ALL AREAS SHOWN. * * INDICATES WINDOWS TO HAVE TEMPERED GLASS TOWN OF QUEENSBURY BUILDING DEPARTMENT 88e0 on ourlimited examination, compliance PORCH FLOOR PLAN with our r0m9ts shall not be construed as 1 /4"=1'-0" fua this with�ft Building Codes of Now York Stela. 0 ISSUED FOR 17 JUNE CONSTRUCTION 2011 No. DESCRIPTION DATE REVISIONS W o N a 3 D�z N F_ z�Q U =Z - wa � � W F _ 0 Ld Z V 0 a _j 0Wad o 0 3 J -'Ozo ODE N pv W WOC oro c 8 o n. �U j" O M i t 1-4 �— 0) ) —0 o V FCrw v= C: o'tKTgod 06 oz>- '^ o vl t >.0 q a �� 0 55zd ZV 4, 0)� 0000'EL a Z �a av nen °Dai U0 0' rte. C •0 0 wwwwNC 5x0E w W co t) > L1_ w WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. o r--� U con cd 00 a� r.(=� Cd 4 0 o od U cd 0 JUL 14 2011 11 F1L E COPY TO 0M3 3 BUILDING,r e Vi, ?' ....; > "� CAD FILE NAME ACAD\STAHL\CONST.\A-1 SCALE AS NOTED DRAWN BY DRAWING ')TLE DEMOLITION, FOUNDATION, - AND PORCH PLANS AN D NOTES DRAWING No. A-1 UTILIZE SCREEN TRACK SYSTEM LEFT SIDE ELEVATION 1 /4"=1'-0" REPLACE EXISTING - FLOOR FRAMING AS NECESSARY WITH MATCHING PRESSURE TREATED MATERIALS MIN. 5/4 EXTERIOR DOOR W/FULL GLASS STANDING SEAM METAL ROOF 15# BUILDING FELT 5/8" OSB SHEATHING W/"H" CUPS 2x8 RAFTERS O 24" O.C. PORCH SECTION 1/2w = 1'-0" METAL ROOF EDGE W/DRIP 2x SUB FASCIA WOOD FASCIA VENTED WOOD SOFFIT DBL 2x10 BEAM SYSTEM -1 x ATTACHED TO SILL PLATE 2x8 SILL WRAPPED TYP. EXTERIOR WALL 2x4 STUDS AT 16" O.C. 4 MIL VAPOR RETARDER FINISH, APA SPAN RATED SHEATHING. TYVEK OR EQUAL HOUSE WRAP, VINYL SIDING, FDN TO REMAIN REAR ELEVATION 1/4"=19-000 SINGLE 2x6 STRINGER ATTACH BLOCK MIN. 202 STAIR STRINGER 9" TREAD MIN. 8 1/4' RISER MAX. -- s MIN. 6" THK. CONC. PAD OR PAVER BASE ° DING SEAM STAND ,L ROOF METAL ) FASCIA WOOD SCREEI DOOR EN PORCH CE SCREEN K SYSTEM SCREEI UTILIZE TRACK SIDING 1/2- - BOLT -LAG TO BLDG. MIN. 5/4 DECKING 12" O.C. MAX -USE STAGGERED PATTERN 2x6 16" O.C. JOISTS 2-2x8 BEAM USE 2- 3/4" `2X10 LEDGER LAG BOLTS BOARD SOLID GRADE JOIST HANGERS (TYP:} BLOCKING ® 24" O.C. Z ANCHOR BOLT a . 0 ♦ MIN. 8" CONC. TYPICAL DECK DETAILS 1/2" = 1'-0" NOTE ALL RISERS & TREADS TO BE UNIFORM IN DIMENSIONS JNOT TO VARY MORE THAN 1/8-.) N ANY ONE RUN OF STAIRS. -DIMENSIONS GIVEN ARE FOR OPEN RISERS, ADD 1/8- NOSING FOR CLOSED RISER. -ALL LUMBER TO BE PRESSURE TREATED. VINYL WOOD FRONT ELEVATION 1/4"=l' -O" -w 0 0 POST ANCHOR Z GRADE ANCHOR BOLT MIN. 8"0 CONC. OR FOUNDATION WALL. BELL BOTTOM OF PIER TYP. w 0 a c3 3 0 J w m z a 0 TYPICAL POST/ePIER DETAIL N.T.S. 0 ISSUED FOR 17 JUNE CONSTRUCTION 2011 No. DESCRIPTION DATE REVISIONS w 00 a N Q Q 3 to '— U z W �- a V1�W W W QL Z 0 Q U 0 �N 0 Q 'Loo 3 N 0 0p w In c �- uL moa 41 7 }' Z tnN i , 0WW �o 7 N m c —tn v V o't >' FW god L.aN >• �� 5Dz Z 241CL 0000 C.c aoa Of 0 a v v°+ to to a� o kJ' t_ < =ate C _ ��- 4 t (� C U X a 1 ir W co to > tL w WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL. CONSTRUCTION INDUSTRY PRACTICES. C) r--� 0 a3 LEI v o 00 o o a� o �M �--� cqd in cu CC3 M D •� oa � V O CAD nLE NAME ACAD\STAHL\CONST.\A-1 SCALE AS NOTED DRAWN BY DRAWING TITLE BUILDING ELEVATIONS, SECTION AND DETAILS DRAWING No. A-2