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2012-082 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: P20.120082 Date Issued: Wednesday, May 09, 2012 This is to certify that work requested to be done as shown by Permit Number T20120082 has been completed. Location: 5 WAYNE Ct Tax Map Number: 523400-308-010-0001-062-000-0000 Owner: JEFFREY& KERRY ZIEGLER Applicant: JEFFREY& KERRY ZIEGLER 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 ITuilding&code EAWerdt 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: P20120082 Application Number: A20120082 Tax Map No: 523400-308-010-0001-062-000-0000 Permission is hereby granted to:. `JEFFREY&KERRY ZIEGLER For property located at: 5 WAYNE Ct. 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: JEFFREY&KERRY ZIEGLER 5 WAYNE Ct Porch $5,000.00 QUEENSBURY,NY 12804 Total value $5,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2012-082 96 sq.ft porch addition to existing porch $50.00 PERMIT FEE PAID-THIS PERMIT.EXPIRES: Saturday,March 02,2013 (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 To n of ens' 'd ;March'02,2012 for Queensbury. SIGNED BY the Town of Q ury Director of Building&Code Enforcement- „ ___ _,. 1 OFFICE USE ONLY TAX MAP NO. PERMIT NO. --I FEES; PERMIT RECREATION ENGINEERING (If applicable) -- -DINa a,2006W. PRINCIPAL STRUCTURE: APPLICATION FOR ZONING A "& BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: kywg� �I�f,+l1� OWNER: �3 ADDRESS: 5 wAY � ADDRESS: PHONE NOS._ =�J' ���2 PHONE NOS. % ?uUNsl,t ),tA CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:. _�3&_—_ � _PPHONE: t(a-! �C� 0D�j LOCATION OF PROPERTY:� W�� Y� C17 1 —1 P41 HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE-,OR-SUBDIVISION APPROVAL? ❑YES R NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW.: -CHECK ALL THAT p p APPLY TO YOUR z E_ w p O d w w U) PROJECT O JO J a _ _ w i ” U_ . 2 H O - Z C1 w Q Q �, z C I- � OH ww — � cn cmU) Ow I- U_ a2otS SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER CoqVC Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS:___ ESTIMATED CONSTRUCTION COST: $C _ FUEL TYPE: HEAT TYPE: N tf�_� *HOW MANY FIREPLACE(S):_ AND/OR WOODSTOVES(S): _ ZONING CATEGORY: �� ARE THERE WETLAND ON THIS SITE?IS THIS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: GN .f � — ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? f,C)0 __N \71)0 li_ _ AU& kOM ARE THERE EASEMENTS ON PROPERTY? JAMW *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agr to ove. Signed — _ � Z -- �� � Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Permission is hereby granted to the above This application / proposed action described Applicant to erect or after the building ; herein is found to be in accordance with the described herein in accordance with said ; zoning Laws of the Town of Queensbury. Application: r 1 + 1 / 1 1 +CODEVPP�ROVAL rI I G ZONING APPROVAL 1 r + + - r + -- DAT DATE + 1 1 1 r + + 1 r 1 QUESTIONS? CALL 761-8256 OR EMAIL codesCaD-gueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.ciueensbury.net Operating Permit Issued: __Yes _No Occupancy Type: _ Construction Classification: Assembly Occupancy Limit: Special Conditions:_ Town of Queensbury*Community Development Office*742 Bay Road, Queensbury NY 12804 PROJECT NAME: Office Use Only Revised 4/14/2010 Staff Initials: BUILDING PERMIT SUBMISSION Date: CHECKLIST FOR: SINGLE FAMILY DWELLING 1. Building Permit Application Completed? YQs No N/A 2. Energy Code Inspector's Report from ResCheck? (2 copies) 3. Septic application completely filled out? (if applicable) vl� 4. Electrical inspection agency selected? ✓, 5. Two (2) sets of the plans for each of the following: a. Floor plan(s) b. Foundation plan c. Cross Sections d. Elevations e. Window and door schedule f. Natural Light, Ventilation and Emergency Egress Requirements g. Plans signed and sealed by registered architect or engineer 6. Two (2) site plans showing location of the structure to be built, location of well Or water lines, location of septic system or sewer line 7. Setbacks from property lines to new structure 8. Driveway Permit 9. Solid Fuel Burning or Gas Appliance Form (if applicable) Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 Foundation Inspection Report Office No.(518)761-8256 Date Ins ection r uest iv d: Queensbury Building&Code Enforcement Arrive: ` Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini - NAME: E ERMIT#: LOCATION: CL INSPECT ON: TYPE OF STRUCTURE: ©c Comments Y N/A 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 Dampproofing 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 R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins ectionL%q i ed: _ Queensbury Building 8t Code Enforcement Arrive: = Depart: _ m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s. NAME: - TERMIT#: I Z LOCATION: _ 6: Vj CJ INSPECT ON: 42 TYPE OF STRUCTURE: COMMgm Y N . NA 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 Dampproofing 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 .R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM Queensbury Building & Code Enforcement - Residential I I ection Office No. (518)769-8256 Arrive: a p e rt: [� a Date Inspection request received: Inspector's Initia . NAME: 2 1 'GQ l of P : / o�-'� 9A LOCATION: De TYPE OF STRUCTURE: ee ra�h 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 lain 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 s .ft:150 s .ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly I 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'/z"G sum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fire roofin /3/hour fire door/door closer Gas Logs 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 St' r Site Plan /Variance re uire Flood Plain Certification,<if requife Okay to issue C/C or C/ ora / ermanent L:1Building&Codes FormslBuilding&Codesllnspection FormsWesidential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08,Revised 12/22/10,Revised 04/13/11 GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY ROBERT KENTILE. LEGEND — ——-- —— ——— PROPERTY LINE ----------------------- PROPERTY LINE SETBACKS -----------330---------- EXISTING CONTOURS No. DESCRIPTION DATE REVISIONS 330 NEW CONTOURS E --E -E -E UNDERGROUND ELECTRIC SERVICE CA ss --ss —ss —ss SANITARY SEWER 1011� 3 w --w —w —w WATER SERVICE z W Q U 5� Z —E/P EDGE OF PAVEMENT W ¢ �� � — LLJ GAS---GAS—GAS—GAS— UNDERGROUND GAS SERVICE = a z L) oo Z ¢ -J(n a/ Ix 0 Q O O 3 J (0 j Y W U Ix rn N 0 � �o C i L, p d tnN L OWO U z 0O a z 0) 0 D O N to V F Y �_ �� QZ < to u) 5 5 z dN 00o0t °¢ z a �� ¢ U �a v � a�i U � 17 C 0 ¢ ¢ +' — �� ^ o c°'iv o x "`- W t0 to >U-W I I I WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE I r WITH MANUFACTURER'S RECOMMENDATIONS, TRADE I ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL I CONSTRUCTION INDUSTRY PRACTICES. 1 \` ¢3• \� £ \0j I '$$04' '\ �8$04 � ^ l \, '\ (4;� � 1N 00 � O 1CNI r- LINE OF 30'-0" i NE OF '_ r--I I FRONT BACK D 1 I uFRONT YARD I SET BACK s I I 1 O (0 1 I Ic0 ap V I OIL OIcO U MI I iz I LOT 98 i STONE DRIB rn 1 ''� I TONE DRIB I N � �+ I 24,228 sq. ft. i -N'Io O z 1 24 228 s LOT 8 S 111 I C.) m ' I N � I x t I C) I ; , m 0 I � LL1 � � � I 1 NOTICE w as \ FOAM INSULATION MUST BE COVERFr O' I CM) 0 C I3Y A % _MINUTE THERMAL BAR ! , 1 �it 36,�9 � J '� 36"9,. � 1 PROPOSED ; PORCH � I ` ADDITION OTICE 202.94' `� °� r`P KRAFT PAPER-- -- -- -- -- -- -- -- -- -- -- -- -- --�-- -- -- °' o -- -- -- -- - 202.94' - -- - - -- -- -- -- - - - `� °a� `�oo n R SULATION MUST BE -- _ _ °' COVERED BY NON- MBUSTIBLE BAR'�=r N 61*11'28* W v' N 61'1128 W � I II I D , EXISTING SITE PLAN PROPOSED SITE PLAN CAD FILE NAME 1»=20'-0" 1"=20'—O" ACAD\ZIEGLER\SITEPLAN D 1 a SCALE CO p2704N 1 =20-0 DRAWN BY TOWN!0, C UFFNSkURY BUILDING 0t--I=ARTIv1ENT DRAWING TITLE Based on our limited examination,compliance With our comments shall not be construed as indicating the plans and ;specifications are in EXISTING A N D full compliance .vitl, the Building Codes of New York state. PROPOSED SITE PLAN TOWN OF QU U BUILDING & 0 DRAWING No. Reviewed B • C- 1 Date: ._ Z - N CD LID CD m RJ a qw CD I I I I I n i LEGEND & NOTES I I SIZE c INDICATES MEMBER, SIZE & SPACING. No. DESCRIPTION DATE SIZEINDICATES BEAM SIZE. REVISIONS U I POST - SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR _-____ -_-- ___-_. i 2"x6" TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. N , FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS (D 3 NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE En 1`- N l o i I EXISTING COMP. FILL i i TREATED. �1 0 a EXISTING FROST WALL i V Z 0 N AND SLAB TO REMAIN I I TRUSSES TO BE FABRICATED IN ACCORDANCE WITH DESIGNS & DRAWINGS W o a z PREPARES BY A LICENSED ENGINEER OR ARCHITECT. GROUND SNOW LOAD 50 psf. �- N W W GIRDER TRUSS- L----------------------------- --------------------------------------- L-- ----------- z DESIGN WIND LOAD 90 MPH, MAIN FLOOR LOAD 40 PSF. W - - a v - - -�— - - a - I (SLEEPING AREAS AND ATTICS 30 PSF) = z r-------------------------------------I r---- -- -------------------- ----------------- d _J N RAISED TRUSSES s i i TOP OF NEW FOUNDATION i i Q 3 Z o o " '"� ' 'd I ' WALL AND TOP OF SLAB TO ' ' `r FOUNDATION REINFORCING NOTE: ° ® 24 O.C. 00 0 1 1 1 1 I 1 0 -1 w cFi P 1 I I ;n I I MATCH EXISTING TOP OF I I in I SOIL TYPE PER SECTION 405.1 IS GROUP I, CLASSIFICATION SW. J 00 o W x ' DBL. ?x10 DBL_ 2x10 ' to to FOUNDATION WALL AND SLAB "" - » » "' N L U-W � 8 FOUNDATION WALLS TO HAVE #5 VERTICAL REINFORCING AT Q c � � � o a 1 COMP. FILL 40 O.C. MAXIMUM BACKFILL TO BE 8 0 ON S-0 WALL = �' o o BEAM BEAM L------------------------------------J ► ONE HORIZONTAL #4 CONTINUOUS REINFORCING BAR IS REQUIRED �'_ Z LO o o I AT THE UPPER & LOWER 12" OF THE WALL. Y _ � c o't o --------------------------------------- y. 00 00 o a >_ to r 0 u)OD S I I 8" 8" Z .24, N ao ao a Q Z a - 15,—4�" ,�, (� o- o rn Q t p t » C G 1- a t U x H O++ Nv 5 G E W W tD to >LL.W PORCH PLAN PORCH FOUNDATION PLAN ° WORK IS TO BE AS SHOWN & 1/4"=1'-0" 1/4"=1'--0" NOTED AND IN ACCORDANCE ASPHALT SHINGLES WITH MANUFACTURER'S RECOMMENDATIONS, TRADE 15# BUILDING FELT ASSOCIATION PUBLISHED APPROX. 45' LATERAL WEB BRACING » RECOMMENDATIONS AND 5/8 OSL SHEATHING GENERALLY ACCEPTED LOCAL AS SPECIFIED BY TRUSS MFR. __- -- » BOTTOM CHORD W/"H CLIPS---- -- - - --- _.--- CONSTRUCTION INDUSTRY BRACING PRACTICES. TRUSS RAISED TRUSSES 12 111 EXT. WALL TRUSS 4� ° 2x DIAGONAL BRACING, AT EACH LINE OF LATERAL WEB BRACING - AT EACH GABLE END - ALSO AT METAL ROOF EDGE - - - -- - 2 BY BOTTOM INTERVALS NOT EXCEEDING TWICE W/DRIP CHORD BRACE THE HEIGHT OF THE TRUSS. NOT _ LESS THAN ONE LINE OF DIAGONAL 2x SUB FASCIA -------------- ----------------------------------------------- BRACES ON EACH WEB. SOFFIT-fir AALUM. FASCIA DBL 200 I 2 BY DIAL. BEAMICU BRACES ® END WALL OR - ----LATERAL WEB BRACE VENTED VINYL O �� ll EACH END GABLE TRUSS SC?-Ifi `•L./ X - TRUSS - = --� APPROX. 45' VIN!YL TRIM PARTIAL PLAN VIEW TREATED 4x4 PARTIAL SIDE VIEW POST WITH ^ �� O VINYL OR ALUM. 00 41 POST WRAP N BRACING DETAILS ARE GENERIC IN NATURE. IF BRACING DETAILS ARE PROVIDED BY TRUSS MANUFACTURER CONTRACT SHALL FOLLOW TRUSS MANUFACTURER BRACING DETAILS IN LIEU OF THESE GENERIC DETAILS - : 0 43 ° TYPICAL TRUSS BRACING kn ,� , 1/8" a 1'-0" - - - - -- - -- - - -- - _ 4" COI SLAB - - - - - - -- — - 0 N PITCHED TO DRAINLINE OF FINISHED . . : � , ., • •• - . :• ,•.. ., .- TO BE PITCHED AY GRADE F 0 � • :.• — FOUNDATION 0 6" IN 10' 0" MIN 6 MIL VAPOR RETARDER 1/2-0 ANCHORS AT 6" COMP. FILL 6'-0" O.C. MAX. AND 1'-0" FROM CORNERS MAX. 8" CONIC. FOUNDATION PORCH SECTION WALL WITH DAMP PROOFING \ d' #4 DOWELS AT 8'-0" O.C. OR CONT. KEYWAY _ -- -- EfflCONTINUOUS RIDGE » VENT (TYP.) �,� PST 8 06 CONT. CONC. FTG. SH R VINYL W/2 #4 BARS CONT. ASPHALT SHlNGL ®4 AKES _ - ALUM. FASCIA ALUM. FASCIA TREATED 4x4 POST WITH VINYL. - TREATED 4x4 POST WITH VINYL OR ALUMINUM POST WRAP — OR ALUMINUM POST WRAP CAD FILE NAME , ACAD\ZIEGLER\A-1 ' Lu-1PORCH HANDRAIL AS REQD // ' �.,, PORCH HANDRAIL AS REQ'D SCALE AS NOTED MAX. DIST. FROM PORCH TO GRADE - MAX. DIST. FROM PORCH TO GRADE 3Ow WITHOUT GUARDRAIL 30" WITHOUT GUARDRAIL DRAWN BY DRAWING TITLE LINE OFIII FINISHED GRADE LINE OF FINISHED GRADE PORCH PLANS, TO BE PITCHED AWAY FROM TO BE PITCHED AWAY FROM - '- '- - - '- - ' - - ' - '- '- ' - - - -FOUNDATION ® 6" IN 10'-0" MIN- -- - - - - - - - - • - '- ' - - - - - - -' - FOUNDATION ® 6" IN 10'-0" MIN SECTIONS, ELEVATIONS, NOTES AND FRONT ELEVATION SIDE ELEVATION (TYPICAL BOTH SIDES). DETAILS 1/4"=1'-0" 1/4"=1'-0" DRAWING No.