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2005-387 i 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. P20050387 Date Issued: Wednesday, December 14, 2005 This is to certify that work requested to be done as shown by Permit Number P20050387 has been completed. Tax Map Number. 523400-302-014-0003-033-000-0000 Location: 28 JEROME Ave Owner. HARRY & ALBERTA LEON Applicant: HARRY & ALBERTA LEON 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 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: P20050387 Application Number: A20050387 Tax Map No: 523400-302-014-0003-033-000-0000 Permission is hereby granted to: HARRY& ALBERTA I,FON For property located at: 28 JEROME Ave in the Town of Queensbury,to constrict 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: HARRY& ALBERTA LEON 28 JEROME Ave Porch $15,329.00 Total Value $15,329.00 QUEENSBURY, NY Contractor or Builder's Name /Address Electrical Inspection Agency ADIRONDACK SIJNROOMS 324 OIJAKER Rd OIJEENSBIJRY. NY 12804-0000 Plans&Specifications 2005-387 192 SQ FT ENCLOSED PORCH $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, June 06, 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 expiratioq date.) Dated at therowin ) ue )4; onday, June 06, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Permit No. 3,3(3& Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 0 742 Bay Road,Queensbury,NY 12804 " Dave Hatin,Director codes@aueensbury.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. Applicant/Builder iro'.4 ci t J Owner: AIlaeri&_ eQA Address: .rv- Address: rV% 'hr. veeu�,s a-go 4fOut e .�Sb�Ty nsJr IoZ&'d<J Home Phone: Ylqg- o?a(c t Home Phone: Email Address: Email Address: Cell Phone: 9(0,0- 3-t'e S Cell Phone: FAX Phone: '/lfS - o70 q FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: AA fU LV cJ: Address: --m9g, Ra. 5sj'k t Phone Location of proposed construction: Lot No. Legal Address: I h I /ty - 3_L33 Tax Map Number: Subdivision Name: Estimated Cost of Construction: $ 3 6?9 —� MAY `?_11Q5 Does an accessory structure currently exist on the property? '�Yes / _No TOWN OF QUEENSBURY If YES, list all existing accessory structures: SA-e BUILDING AND CODE Proposed Construction i 1st floor 21d floor Total Proposed Height sq.ft. sq.ft. S ff. ft.&in. Open Porch Covered nclosed Porch .- (considered fli mply to FAR [Floor Area Ratio] requirements if the structure is located in the Waterfront � � Residential zone. c� 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 review. 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 cons on. Date: ' 6 S 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. �-- Date: e Authorized Signaturec" L:\Sue Hemingway\Building.Permit.F RMS\Accessory Structure Permit Application.doc V:12/28/04 �{ Queensbury Building & Code Enforcement - Residential Final Inspection �'C3t�-ict No. (518)761-8256 Arrive: am/p De art: � m/pm Date Inspection request received: Inspector's Initials: `L "G _ NAME: , (� PERMIT#:LOCATION: e DATE: TYPE OF STRUCTURE: Comments , . Y N N/A Chimney Ht./"B"Vent/Direct Vent Location 1 Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete ! Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/a" Gypsum Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.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 Ternp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: I Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf EmerRency egress below grade 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 Attic access 30 in.x 22 in,x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical /�I4(i `E Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\BuildinQ&Codes\lnsvection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 i Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: i Queensbury Building& Code Enforcement Arrive: anv'prn�y�7/ Depart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:�.J/ Z� P QV NAME: _— / PERMIT#: _ LOCATION: �� ;.���( � --� INSPECT ON: a�:: = _ TYPE OF STRUCTURE: Comments Y / N tN/A ogs------—------------ Piers i Moil4ithic Slab I Reinforcement in Place i The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. I 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. LASueHemingway"Building.Codes.InspectionTORM SToundation Inspection Report.doc January 28,2003 12/15/2005 10:07 5 1 -..ate ... 188826140 RICKMOONTHEINSPECTOR PAGE 01 THE INSPECTOR, LLC 0 c, RICHARD MOON ELECTRICAL INSPECTOR OFFICE 518-882-6140 FAX 51.8-882-6140 CELL 518-857.-6233 TO: THE INSPECTOR A certificate evidencing compliance for the electrical installation covered in application noted below is being processed.This certificate will last detail of the inVA116sion inspected on Townm11air1Crty Appii io m r laapector RE EIVED 14 ° TOWN F QUEEt�6BURY Bul NG AND 040E so 4rrA -A , 0 ' 2 .. ��CP f i ' co a •ro =�___-�"�� T �jt�K jet, �- � .'� 5���--+�irD-_Ca.`,L.a �5.t>"'� ...�.1_Ll-�l.► ��wN �sf= ���em�S�vre.Y--_- 3 C lz o CI`l E A►` INSTALLERS LAYOUT SKETCH J Q • - )Rf RIFY ALL FILL MEASUREMENTS BEFORE CUTTING W .,_ NOTICE: R-E )��E-F 17 . THIS JOB HAS NOT BEEN CONFIRMED. C�../ I Q CN �'�'�� CAD PLEASE FAX AN APPROVAL WHEN READY TO ORDER. p W DATE r � RELEASE APPROVED BY____ _ __ I I � N J I-J rn P CUSTOMER: ADIRONDACK SUNROOMS Ln "' o JOB NAME: LEON, ALBERTA 3" WALLS DEALER 15 RESPONSIBLE Al ZE FOR BEAM SUPPORT O 3 z AT HOUSE WALL Of I 12'—0" " 1 FcEl V 12'—0„ wl R STD co fie` i; 15 ROOF NAY PANELS ,¢ TOWN OF Q Ln m WITH I�DIN�ERT `t CTI ROOF > ROOF PIS TCH � PITCH 00 rn � -Ef 36 3 y 44.5 [Pos°] 44.5 3 � 36 [ 7 1 /8 7 1 /8 2 IF 16'-0" COPYNOT TO SCALE RECOMMENDED BEAM (SUPPLIED BY DEALER): UL 58SL 2PLY x 9 1/4 LVL ICC LEGACY REPORT PFC-5176 ICC LEGACY REPORT ER 5262-P BASED ON A SNOW LOAD OF 70 P.S.F. 05 ADRONDAK ICC LEGACY REPORT NER-567 05W6367 0520 / / FLORIDA PRODUCT APPROVAL 3857 DETAILED BY: MIRHET MELKIC FLORIDA PRODUCT APPROVAL 3521 f a \\ z O r c \\ \ �\ O _ \ Z O \\ m n O _ \\� N p \\ O n D o z D _UC 00 m> 2.o. vo 5 N - moo 'Apo2c°v .0A20 / ^ -3m;. m�nz64 / o00 �"'oz A0 0 � >;Wcri Nam' m pmD D0A 0Z;vKr.4 �mm m ;��" m N A LED ON 05/20/05 DEALER: ADRONDAK 05W6367 PH. ) TEMO SUNROOMS, INC. ROBERT A. WALZ, PE LEON, ALBERTA 20400 HALL RD 20400 HALL RD 28 JEROME DR. CLINTON TWP, MI 48038 CLINTON TWP, MI 48038 QUEENSBURY, NY 12804 PHONE: (586) 286-0410 (877) 218-8366 X287 DRAWN BY:MIRHET MELKIC DATE:05/20/05 1 SCALE:NONE FAX: (586) 286-5409 LIC # 082300-1 O 00 W M r- LEGEND: J W 0 00 w o_ $ LIGHT SWITCH O J O Ii T ® LIGHT o\ ¢ X M 3. a RECEPTACLE J o QQ � 00N FAN � z m -tz� O O oJ00 U A B W' NU.� J EXISTING HOME U — — — — — — — z s Z cn �I o o 0Lo � 00 I I Hlo a 3: Z � co _ 0N0 0N0 Z 12'-0" I o 3 m m o Aw ¢ A m nA3 2 A z I W O J U2 ¢ in� E- N U 0_ L L z < v a 0 f 36" WINDOW 44.5" WINDOW 44.5" WINDOW 36" NANDOW Liz 0 z w O U a0 VI N 16'-0" In .. o c� Z o 2 0r 04 a Uj o m RECOMMENDED BEAM (SUPPLIED BY DEALER): W o 2PLY x 9 1/4 LVL co Or Ln BASED ON A SNOW LOAD OF 70 P.S.F. o Y W FRAME COLOR: SANDSTONE NOTE z m FACIA/TRIM: SANDSTONE NOTE: SUNROOM NOT TO BE USED 0 J INTERIOR KP: SANDSTONE AS A PERMANENT LIVING AREA THE SIDE WALL ATTACHMENT ¢ TO HOUSE IS A NON-LOAD a m EXTERIOR KP: SANDSTONE BEARING CONNECTION. Z SKIN TYPE: TEMKOR FLOOR PLAN PROPERLY CAULK BOTH SIDES w O OF ALUMINUM EXTRUSION w J AT THIS CONNECTION. 0 0 Go M n J W 0 00 W X U) Q Z 0_ 00 CN EXISTING HOME Q LC = 00 W F- 0 N O Z CC 0 0 i. 2 x 10 x 16' ACQ LEDGER (W/2 x 4 OF SAME LENGTH) FOR ATTACHING TO HOUSE ONLY m z (n c 0 0 -1 00 J 0_ N 0- 0 4'-0" N W z Z J a N s� 12'-0" Z '`' raj O f �a O 00 .n 00 1 I o co 00 b 8'-0„ x z N N 'J 0_ 00 70 CI1 J Q �"I C = Z 0FO Lij 0 Z 2-2 x 10 ACQ STRONGBACKS (TY,, W d- ? O x 0 J = Q E-1 N 00_ i 16"� 7'-0" FOOTING 1'-0" (TYP.) w Z 0 16'-0" Z w J O U 00 (n N - ^;LO }!O a% Z, O EXAMPLE DECK a 0 >:N �-12'—0"--� 0 � o eousc unto 0 CO I LLi La Z F- 12 Li 6" N 0 I O a O LOA( BEARNG AM U J IW TEMO DECK P NELS Y H FOUNDATION PLAN z w ix 1RUFAST PANEL SCR—Ws 0 Q �oA BEARING AM USE STAINLESS STEEL or TRIPLE DIPPED DECK PANEL NOTES: a GALVANIZED FASTENERS INTO ACQ LUMBER 1) SEE NER-567 w oz Z 2) FLOOR PANELS ARE 6" _j W SCREW PATTERN DETAI ALUMINUM ON BOTTOM OF DECK PANELS AT CUSTOMER REQUEST. w -� �� r] m SEE ATTACHMENT DETAIL 'B' J w m 00 Q n. 00 X cj o Of 0 3TES4 TEMO ALUMINUM CLAD STRUCTURAL INSULATED ROOF PANELS Z 3 00 0 Q I r1 FIG. I T m Z 00 00 IIZ LLJ W 00 m `t r U II O OJ00 z 1 Q>—Q» EXISTING orn HOUSE . 3TES4 O o 0 0 O ' FIG. J1 8 Q" Z o 04 N SEE PANEL Ofa- SPLICE DETAIL 0� ¢ 3 00 SEE SCREW Q = z PATTERN DETAIL ' 0 O w 3 O I-- z W d- ZOX O J = Q TEMO FLOOR PANEL E- N U 0- U- '.,'t':..,;'�;':?S: (12"MAX OVERHANG) 6 x 6 ACQ POST SIZE PER PLAN VIEW (SEE PLAN VIEW) 30-0't PIER HEIGHT ABOVE DE 2x ACQ LOADBEAM FULL 4'—Q" N. GRADE MAX. 6" DECK LENGTH 5/8" THRU BOLTS ASS SHOWN GRADE w SIMPSON ABA66 POST o SHOE OR EQUAL ATTACHED 2 x 10 LAGGED TO STRUCTURE Z y PER MANUFACTERER SPECS. W/ 2X4 LAGGED AS SHOWN 0 I WOOD FRAME: 0 N 1/2" LAG BOLTS ® 16" N O/C - STAGGERED. 0 MASONRY BLOCK OR v O: Z O CONCRETE WALL: a LEDGER THRU-BOLTED TO p m NOTE: STRUCTURAL DIAPHRAM cp w V)ALL EXTERIOR STRUCTURAL LUMBER to w o D 70 BE PRESSURE TREATEDIECTION 3 N p Fl-� 1 LO 1/2" SCREWS PANEL ®6" O/C #8 X 2 1/4" 1 S DECK SCREW w Q Y W 2 X 6 JOIST 1/2" LAG SCREWS Z m Of O J m USE STAINLESS STEEL or TRIPLE DIPPED o a } PANEL SPLICE DETAIL GALVANIZED FASTENERS INTO ACQ LUMBER LEDGER DETAIL w o ROOF PANELS: 4 1/4", 0.032, 2##, ROOF LOAD: 70 P.S.F. o J U, z _ @ n Vz G) FTI � � � D D\ G� —I G c F9 C) C� Drn _ � � \ -u m D_ -9 < X ooR. r— Nz OD � — 0 D om - 0 XC = cf) O y (A ko (n U) —I �? Z \ —I D zm C CC)rn� V � N O z m O� U) U) O C) Cn �U - C7 z F71 F 9 o - Fri D m Cn � Cn O Km CD a 9 m m v X_ (7) z c� D r IGWASEALED OX DEALER:ADRONDAK 05W6367 PH. ( ) TEMO SUNROOMS, INC. ROBERT A. WALZ, PE LEON, ALBERTA 20400 HALL RD 20400 HALL RD 28 JEROME DR. CLINTON TWP, MI 48038 CLINTON TWP, MI 48038 QUEENSBURY, NY 12804 PHONE: (586) 286-0410 (877) 218-8366 X287 DRAWN BY: MIRHET MELKIC DATE:05/20/05 1 SCALE:1/4"=1' FAX: (586) 286-5409 LIC #082300-1