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2005-181 (zt TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20050181 Date Issued: Tuesday, December 13, 2005 This is to certify that work requested to be done as shown by Permit Number P20050181 has been completed. Tax Map Number: 523400-301-015-0001-023-000-0000 Location: 13 WINGS FALLS Ct Owner: ERIC & MARIANE EISENSCHMIDT Applicant: ERIC & MARIANE EISENSCHMIDT This structure may be occupied as a: Porch 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. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20050181 Application Number: A20050181 Tax Map No: 523400-301-015-0001-023-000-0000 Permission is hereby granted to: ERIC & MARIANF,F,ISF.NSC'HMIDT For property located at: 13 WINGS FALLS 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: ERIC & MARIANE EISENSCHMID 13 WINGS FALLS Ct Porch $13,265.00 Total Value $13,265.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency ADIRONDACK SITNROOMS 3 24 Oi TAKER Rd OI TEENSBI JRY_ NY 12804-0000 Plans&Specifications 2005-181 225 SQ FT ENCLOSED PORCH $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,April 20, 2006 (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 l7u: ns a esday,April 20, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code nforcement Permit No. Building 8,Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Dave Hatin,Director codesQaueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Accessory Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction Any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck, etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No.3 Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. A� Applicant/Builder �v+Vt'aow+S Owner: �r�� A:1'SPh3.Schi�'� Address: k{y' Q.. Address: I C ; -S 1_S c�oc.*»s 1aulrY N l, I a.Yo y r Ian Home Phone: '` 9SC- 22C ,I Home Phone: Email Address: Email Address: Cell Phone: lairao • 3oa Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: Address: Phone Location of proposed construction: Lot No. Legal Address: Tax Map Number: o ) ' ) S � �3 Subdivision Name. zlem Estimated Cost of Construction: $-1*3, a16.5 . d AP.R , Does an accessory structure currently exist on the property? _Yes / _No 6 _. _ . TO OF WEENS URY If YES, list all existing accessory structures: 0 co E Proposed Construction 1ofloor 2^dfloor Total Proposed Height sq.ff. sq.ft. S ff. ft.&in. Open Porch Covered o n los Porch (considered flo us comply to FAR [Floor Area Ratio] o?a5$ �✓ 1 requirements if the structure is located in the Waterfront I0 " 8 Residential zone. :5aj- ! 3-season porch is considered an enclosed porch. Deck Boathouse Boathouse with sundeck DOCK Shed Pole Barn Detached Garage 1, 2, 3 car Other Accessory Structure: Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan rev!e nr. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: 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. Date: y''y"d 5 Applicant/Builder Signature: The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. � i Date: Authorized Signature:( L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: V � am/pm Date Inspection request received: _ Inspector's Initials: l NAME: c: �t " bin C�rillT PERMIT#: S 4/ LOCATION: q > DATE: TYPE OF STRUCTURE: Comments Yes No N/A f 1: Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Lp G l Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors 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 Interior Handrails @ stairs 2 or more risers 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: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batterybackup: Carbon Monoxide Detector 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 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 Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum''/s"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing n /3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan _ As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance re uired Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent 1.7 L:\Building&Codes Forms\Building&Codes\lnspection Forms\Residential Final Inspection Form revised 100405.doc /0 r Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reques received: Queensbury Building &Code Enforcement Arrive: am/p part/ ` anVpm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: '-"Y'' _ ri v PERMIT #: LOCATION: c INSPECT ON: TYPE OF STRU TURE: Comments -- Y N N/A F otings 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SueHent ngway\Building.Codes.InspectionTORMSWoundation Inspection Report.doc January 28,2003 h ptvv OY ,11����aSQtzS Zy It -' ��C�N r,1'+.t �•' �, � r�tY`at M 1�t11t � (,s t tC��t t jl l�ii 11 ti a r LOTe 3'a5 � a TOWN OF QUEENSBURY BUILDING DEPART E Based on our limited examination compliance with our comments sha not be construed as indicating th plans and specifications are in I (� compliance with the Building Cod s n of Nrw York State. ®� / 411105 `i e� '5 ;1 0 U (_ / IIVG 9Co PES .�, DATE �6Y tit `INS R � L 12► e,7 ` fit' V ° 00 ' 1 COPY f RE INSTALLERS LAYOUT SKETCH Q VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING N NOTICE: a THIS JOB HAS NOT BEEN CONFIRMED. PLEASE FAX AN APPROVAL WHEN READY TO ORDER. p Z W �1 z o a3 RELEASE APPROVED BY I 10 U) E a, xE--il' cn CUSTOMER: ADIRONDACK SUNROOMS 0 JOB NAME: EISENSCHIMDT, ERIC o3y21 -oc8cc 3 WALLS p.. FJJJ. m 6 aE �—� ALER 15 RESPONSIBLE W U FOR BEAM SUPPORT LU C) �. AT HOUSE WALL Of w z Lu 15,_�„ 15,_0„ o n o `i11 0 N -� m U ::E ROOF C3 06 R(43 F Z PANELS w LL LS L� 70 G� � (_� m WITH WS,OD 00 ALL ROOF > ROOD.'' \ cn 46 PIT J PITC W W c.n C) = L>il Q ULJ 36 a 44.5 LEI] 44.5 < ? 36 2 5/16 2 5/16 Zo >-- 0 D� Q_ ic z m 1 T"c n NOT TO SCALE -c RECOMMENDED BEAM (SUPPLIED BY DEALER): UL 58SL �- 2PLY X 11 1/4 LVL Of ICC LEGACY REPORT PFC-5176 ICC LEGACY REPORT ER 5262—P BASED ON A SNOW LOAD OF 70 P.S.F. 05W1768 03 17 05 ADRONDAK ICC LEGACY REPORT R / / FLORIDA PRODUCT APPP ROVALVAL 3857 DETAILED BY: MIRHET MELKIC FLORIDA PRODUCT APPROVAL 3521 F9 r m \\ 0 O Ll 11cn D \\ C/, o: o 0 z \\ z \\ O \\ -+ T1 2F, D K \\ C 0O O c/) � D o \\ 0 D n D o \\ DLi o z O N O \ � GO il nNOC 2 )rn --f 2 0 0 0> 0�m r- �0V)N� pmop Li 'o2c0pm2c D r-m m`L D Z P. N OmMz 000 m D m 0 x O N 0 EnZ mOm D Dom 000 � VSIGNiEDAND QED mA 3 DEALER: ADRONDAK 05W1768 PH. ) TEMO SUNROOMS, INC. ROBERT A. WALZ, PE EISENSCHIMDT, ERIC 20400 HALL RD 20400 HALL RD 13 WINGS FALLS COURT CLINTON TWP, MI 48038 CLINTON TWP, MI 48038 OUEENSBURY, NY 12804 PHONE: (586) 286-0410 (877) 218-8366 X287 DRAWN BY:MIRHET MELKIC DATE:03/17/05 SCALE:NONE FAX: (586) 286-5409 LIC # 082300-1 00 LEGEND w 000 $ n LI;HT SWITCH w 00 x;n ® LIGHT z to 3 � d00o II RECEPTACLE Q Q =3 00 N FANLi w o m 0 Z ^ U (n O o000 A B � NU� =' EXISTING HOME z I N I HI 3 O O Z I u Oc) M0� - � 0 � Otn 0c) 00 zp NN N W 00 00 O 3 cn O J t/) to Q �v � 15'-0" o 15'-0" = oo w I O � z .. Ld m "' A o _j= Q o J 5 Z g Io - - -I- - - - I LJ rZ Z 0 O Z O O 50 I a Dm � 36" WINDOW 44.5" WINDOW 44.5" WINDOW 36" WINDOW o - J Z n 0. M N 7 O O N ad 15'-0" r W o RECOMMENDED BEAM (SUPPLIED BY DEALER): 3: M a Ln 2PLY x 11 1/4 LVL or a o U U BASED ON A SNOW LOAD OF 70 P.S.F. w w FRAME COLOR: WHITE a o w FACIA/TRIM: WHITE NOTE: SUNROOM NOT TO BE USED = o INTERIOR KP: WHITE AS A PERMANENT LIVING AREA THE SIDE WALL ATTACHMENT CE U TO HOUSE IS A NON-LOAD O EXTERIOR KP: WHITE BEARING CONNECTION. a Z m LLJ SKIN TYPE: TEMKOR FLOOR PLAN PROPERLY CAULK BOTH SIDES w OF ALUMINUM EXTRUSION w 1,.1 < AT THIS CONNECTION. 0 O 00 SEE ATTACHMENT DETAIL 'B' w a0o N Q Ld X [n hN �p 00 3TES4 TEMO ALUMINUM CLAD STRUCTURAL INSULATED ROOF PANELS U < 'I J I O M 00 FIG. I ��� Z z cq 00 OZ_ w O O r :w, Cn O OJ0r0 U z 10'-0" EXISTING cli HOUSE 00 o 3TES4 C) 0000 0 0 `1 FIG. J1 8'-0" CY 00 `000 zo NN Of SEE PANEL ►'D �o SPLICE DETAIL � 00 ao Q Lo.Lo SEE SCREW O = PATTERN DETAIL 1 ` , 0 O� Z W -* z0x O J = Q TEMO FLOOR PANEL E- N U Q_ LL (12-MAX OVERHANG) ':J' 6 x 6 PT POST SZE PER PLAN NEW " (SEE PLAN VIEW) 1 —6 PIER HEIGHT ABOVE (2) 2x 10 PT lOADBEAM FULL 4'-0" GRADE MAX. 6" DECK LENGTH W/ (2) 5/8" GALV THRU BOLTS AS SHOWN GRADE ..•.. w SIMPSON ABA66 POST o SHOE OR EQUAL ATTACHED 2 x 10 LAGGED>TO STRUCTURE z ' 1 PER MANUFACTERER SPECS. W/ 2X4 LAGGED AS SHOWN J OI `•. WOOD FRAME: j 0 N 1/2" GALV LAG BOLTS 0 16" 004 to 0/C - STAGGERED. } o �. V, z MASONRY BLOCK OR = CONCRETE WALL: a M LEDGER THRU-BOLTED TO00 0 in N o NOTE, STRUCTURAL DIAPHRAM tp z z ALL EXTERIOR STRUCTURAL LUMBER w O TO BE PRESSURE TREATED 9 ' O Lo FLOOR r0 fi 20/CREWS SECTION A O U U PANEL / � y 8" SIP DECK LiJ w TEK SCREW g a o GALV w LAG"BOLTS z L 2 x 6 JOIST _ U a Z } m PANEL SPLICE DETAIL LEDGER DETAIL w _UJ ROOF PANELS: 4 1/4", 0.032, 2#, ROOF LOAD: 70 P.S.F. o w o Q u vz z EXISTING HOMELu ¢ c 2 x 10 x 16' PT. LEDGER (W/2 x 4 OF SAME LENGTH) FOR ATTACHING TO HOUSE ONLY z W 00 co �Ya Cq v � � U V \ v 4'-0" o w Zw i ►„r J If a l'^^ J VJ Z to � 5'-6" _ °d O � h 15-0" N Z � � N � a �° p = zz W 0o zo [� NUC Q 5'-6" 2-2 x 10 P.T. STRONGBACKS (TYP.) 2 2 1'-0" 6'-6" 1'-0" o (TYP.) o ry WINv J EXAMPLE DECK a ¢ y --0--12'-0 Lam 00 0 O I2 6' r2 O (Zi O () LOAC BEARING B AM• G W Y TEMO DECK PANELS I. FOUNDATION PLAN a TRUFAST PANEL SCR WS 0 U LO BEARING B AM DECK PANEL NOTES: o 1) SEE NER-567 z 0 2) FLOOR PANELS ARE 6" I M ALUMINUM ON BOTTOM OF DECK PANELS AT CUSTOMER REQUEST. o w 0 C/-) > � = z � c � � c� � O z � rD M z O -d 0D � r 00 > r- i 0 x ao � �NO \ OD NOD 00 fTl O n M m O m x -1 z O D r r SIGNED AND SEALED ON 03/17/05 DEALER:ADRONDAK 05W1768 PH, TEMO SUNROOMS, INC. ROBERT A. WALZ, PE EISENSCHIMDT, ERIC 20400 HALL RD 20400 HALL RD 13 PANGS FALLS COURT CLINTON TWP, MI 48038 CLINTON TWP, MI 4803E QUEENSBURY, NY 12804 PHONE: (586) 286-0410 (877) 218-8366 X287 DRAWN BY: MIRHET MELKIC DATE:03/17/05 1 SCALE:1/4"=1' FAX: (586) 286-5409 LIC # 082300-1