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2004-916 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: P20040916 Date Issued: Thursday, January 13, 2005 This is to certify that work requested to be done as shown by Permit Number P20040916 has been completed. Tax Map Number: 523400-301-013-0001-056-000-0000 Location: 1 MOHAWK Trl Owner: GUY & KAREN BRENNAN Applicant: GUY & KAREN BRENNAN This structure may be occupied as a:-- By Order of Town Board Porch TOWN OF QUEENSBURY f7 Director of Building&Code Enforcement, TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040916 Application Number: A20040916 Tax Map No: 523400-301-013-0001-056-000-0000 Permission is hereby granted to: G1 TY&KARRN BRF,NNAN For property located at: 1 MOHA K Trl 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 Ordnhance. Type of Construction Value Owner Address: GUY&KAREN BRENNAN 1 MOHAWK Trl Porch $14,000.00 Total Value $14,000.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency PATIO ROOMS OF ALBANY 70 COHOES Ave GREEN TSLAND. NY 12183-0000 Plans&Specifications 2004-916 180 SQ FT SUNROOM $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, December 21, 2005 (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 Tj,9xv4,of Quee b ; T sday, December 21, 2004 SIGNED BY x" .. for the Town of Queensbury. - Q r5' Director of Build4&Co e Enforcement Porch, Deck, Dock, or Boathouse Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. No Permit File NO. inspection will be made until applicant,has received a valid Fee paid $ building permit, All applicants'spaces-on this application must be Reviewed B completed and must appear on the application form Reviewed Applicant:�DaAq GY7 O �1 y Owner: Address: D G vG Address: r duG h r Phone#(fg)&jj- ,,��3 Phone#(Ve) �- Email Address: Email Address Person Responsible for Supervision of Work as Regards to Building Codes: Name Address: _ C&514W4_1 U Phone�a �' 1 C-64 Property Location: Lot Number: / House Number Subdivision Name: ?✓,�l�i�.boc� Tax Map Number: 36i,/3/ � Estimated Market Value of Construction:$ zz-600 ❑ Porch ❑ Deck ❑ Dock ❑ Boathouse a-'Other work(desmbe C /�X��X�•SGC,/I��'J'f /�� Size of structure to be built �Q _ square feet Submit along with this application: 1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed structure showing setback dimensions from all property lines. Show location of water supply and location and configuration of septic disposal area. 2. Two sets of structural drawings. Indicate size of posts or studs, floor joists, decking or flooring material to be used. Show how the porch or deck will be fastened to the building. If a roof will be constructed,indicate the size of posts or . studs,roof rafter spacing and span. Indicate type of roof. sloped, flat, shed, or other.. Indicate the type of material being used for the roof. Declaration please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this 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 Code,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. Applicant's signature: Date: P/ z t5 L:\.SueHemingway\13uilding.Permit.FORMS.Porch.Porcb.Permit.doc 8113/02 revised per DH V i RECEIVED ED Z'his section to be filled out in Dome and signed by custo:ne hOV 1. 8 2004 TOWN OF QUEENSBURY BUILDING AND CODE Property Owner Must Complete and Sign This Section If Using A Builder I,— ��"�' CjC'e�nv�G,� , as Owner of the subject property hereby authorize Betterli}ving Patio Rooms (d.b.a.—Patio Rooms of America) to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) _l AA { S mature of her Date ------------------------------------------------ This section to be completed by Betterliving Office Staff Owner or Builder (as Agent of Owner) Must Complete and Sign This Section I, A� /• , as Owner/Authorized Agent hereb declare that the staterpents and in r tion on the foregoing application for (address of job) are true and accurate,to the best of y knowle ge and belief. Signed under the pains and penalties of perjury. ll;,4r- 0 Ct�cl I rint Nam Sig re Owner/Agent Dat Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am// epart pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: -1 C� NAME: �'�� Y��i/Y�. PERMIT#: O`► � [. I LOCATION: 1 V -\rp \a ,.plc c1 INSPECT ON: 7 eJ TYPE OF STRUCTURE: 1\ m Y N N/A COMMENTS ing Jack Studs/HeadersV �/�� r�/J(G'O Bracing/Bridging Joist hangers Jack Posts/Main Beams ��"� F,,w(- Exterior sheeting nailed properly :,12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in.. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemin.-way\Building.Codes.Inspection.FORM S\Frarning Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requesl received: ' Queensbury Building& Code Enforcement Arrive: am/p ' n9epart: t pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 3 9C'- A,06 +� PERMIT#: d� LOCATION: Io b( , ¢ INSPECT ON: d� TYPE OF STRUCTU : Y N/A COMMENTS Framing ` U Jack Studs/Headers , Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 1 G� Queensbury Building&Code Enforcement Arrive: am/p Depar� Sarrvpm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials: —'7/ NAME: ( L�- � �� PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: --T— Comments Y N N/A iers tonolithic 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: 12inch 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. I:kSueHemingwaylBuiiding.Codes.InspectionTORMS\f oundation Inspection Report.doc January 28,2003 - Queensbury Building & Code Enforcement -'Residential Final Inspection Office No. (518)761-8256 I I / Arrive: arrt/p rt: f pm Date Inspection request received: ( I a �' Inspector's Initials: NAME: S ' j � 1— PERMIT#: G�G�`�-91(2 LOCATION: ,Jz_ ; DATE: r3Iyar I C11_,A TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location 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 %Z" 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 Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / 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 Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 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 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\Building&Codes\Inspection Forms\Res, Final Insp. form 2.docLast printed 2/12/04 Lot Drawing Name: /! Date: Ll It16Y Address: II City/State: Rear Lot Width: Current Dis ance(before addition): 0 New Distan a(after addition): / —pro� I<l— �/ LtNcd��n�- Existing Dwelling �SL r .1C" Current Dist. r� Current Dist. � �v l Depth of —pro home: '.�U Lot Depth New Dist. New Dist. Lot Depth Q Width of home: a 1 -) TOWN OF QUEENSBURY B I INS DEPARTMENT Based on our limit examination not �with r ndkab�n ,hey plans and speafica s are In full wiviance with the B ilding Codes of New York State. Current Distance(before addition): ����' New Distance(after addition): NOV 18 004 y rowN OF S BUR �UIL DING ND DES TO 11AWN or QUI-9- IZENSMU BUILDING &. Q rcY REVIEWED BY • PATE z Fro% Lot Width: l �i This drawing shows tape measure dimensions of lot and- ftxtist -Rces between buildings and lot lines. l Property Owner Signature `--- Pr r-ty.Owner Signature r i EX1511NG 6'DODK Ft OMIOUT pw OPEN DECK ^�'1 EXISiiNG GECK 1O'XI8'(ApPPO'X) 1.2XIO Pf FP.AME @ 16"O.C. 2.2"X 6"Pf DMMU 5.J015f N(VJGEt;S @ M76M 4.4X4 P055 5.UNDEIEKMMP FOOTINGS "4, .-4. -4' 6.51Nar 2XIO Pf KAM 8' PP.OPM 11'"P 5 fO EXISTING DECK I.fO ADD(4).12"0 X 48"DEEP FIGS W/ANCNO<'S 2.fO ADD 20 Pf fMZ BEM 5.f0 ADD 3/4"f&(A PLY MMAY UNMP DOOM 4.fO ADD 6X6 PO55 5.fOffiJSf 13 6.fO ADD PM SIDE J0155 exl%NG Pon 14"XI4'UPWOX) PwrO502 XG zpm-5 WMM EXISTING SCREEN IMNDOWS&DOOR. 'AM N.I.P05f5&MZ OF DEQ(Wmi&UMI%M COL STOCK. INSML DOWLE PAID 5AFM aA55 WWOWS&DOOR UNIT 6NTN SCREENS. EXI511NG DECK 51 M PARTIAL NEW 6'S,B71NG FOP CI ARItY DOOR ROM PORCH • (DO01;N0f SNONM 4U5 vm I! II y r I 1 fi 111 1 0 I p LJLJ LLL LL U LJLJ STAR;&RAQ LJLJ *56"MGN M ® II"TOAD O 2-3/q' q5E 4"F3ALI USTEP SPACE Propel, 5rale:I/8"-1'-O" Draweq: BeAu-j-e- rhoviong Lvmm w5imNa I MIa mVA A 7SUNROOMS dNY03M OnNTLR%'W128O4 PhMe(518)60 M7 F Wand pax�516)6E 2338 Dato:I1/8/04 5heel I of I LAYOUT T FLANS 5 '' � 1 WALL 5ECTION5 ` EX15TING BUILDING 41 n� � -45- FT 4.5'KD br.:x v =� F— LLrn :A .p f" GABLE 51DE WALL(A) GABLE 51DE WALL(C) � a 4'W 4'W A55EMLY DETAIL5 LGoOn©o1J • B-WALL I 0 �, q _I m SEE ALLOWABLE LOAD " 10 r j`t TABLE FOR PANEL SIZES GABLE FLOOR PLAN t 4' q 0 L ' PITCH 1:12 TO 4.12"ll I GUTTER FASCIA A-FRAME RIDGE BEAM OR A i HEADER SUPPORT BEAM GLUE LAMINATED BEAM TRANSOM(OPTIONAL) �'"3� '�. $fir.•��_� L�i a'+ SLIDING DOOKI GABLE FRONT WALL(B) OR WINDOW I - ALLOWADLE.LIVE LOAD TABLE FOR 6 FT. PANEL (WITH 5 FT.OR LE55 SPAN) TEMPERED GLASS 20 P5F 25 P5F 30 PSF 35 P5F 40 P5F 45 P5F 50 P5F 55 PSF 60 P5F 3"HG 3"HG 3"HC 3"HC 3"HC 3"HC 3"HC 3"HC 31,11C FLOOR CHANNEL 3"EP5+H 3"EPS+H 3"EP5+11 3"EPS+H 3"EP5+H I 3"EP5+H 3"EP5+H 3"EP5+H 3"EP5+H NOTES FOR GABLE CONSTRUCTION 1.ALLOWABLE LOADS ARE BASED UPON 8.PANELS MAY ONLY BE USED IN ROOFS AND WALLS WHERE 16.ABBREVIATIONS: DECK/5LAB THE LE55OR OF THE ULTIMATE LOAD/2.5 CLA55 B OR CLA55 II INTERIOR FINI5HE5 ARE PERMITTED D=DOOR CBM=CRAFT-GILT MANUFACTURING TYPICAL GABLE SECTION OR THE LOAD AT 5PAN/120. BY CODE. DM=DOOR MULLION P5F=POUNDS/50.FOOT 2.HC/EP5 REFERS TO CBM STRUCTURAL W=WINDOW FT=FEET 9.HORIZONTALJOINT5 BETWEEN THE ENDS OF PANELS ARE ) 'PANELS WITH ALUMINUM SKINS BONDED TO WM=WINDOW MULLION BC=BUILDING CODE 0 +��� � NOT PERMITTED. HC=HONEYCOMB PANELS IBC=INTERNATIONAL BC � * is HONEYCOMB/POLYSTYRENE CORES(3",4 Vi' 10.CONTRACTOR TO PROVIDE FALL PROTECTION PER LOCAL CODES, EP5=POLYSTYRENE PANELS UBC=UNIFORM BCC AND 6"IN THICKNESS).ADJACENT PANELS FOR 5UNROOM5 WITH A FINISHED FLOOR LEVEL OF 30" H=THERMALLY-BROKEN NBC=NATIONAL BC ' . °•(" ARE CONNECTED U51NG VINYL CLEATS OR Fls. OR GREATER ABOVE AN EXTERIOR SURFACE. ALUMINUM H-5TIFFENEK SBC=STANDARD BC 3.NINETY(90)MPH DESIGN WIND SPEED, 11.STRUCTURAL FRAMING AND CONNECTIONS TO BE INSTALLED P=PANEL MFG=MANUFACTURER EXPOSURE A OR B. PER APPLICABLE CODES AND CBM/MFGe SPECS. L"=WALL HEIGHT 5PEC5=SPECIFICATIONS i L 4.DESIGN ROOF PANEL DEAD LOAD=5 PSF. MPH=MILES PER HOUR MAX MAXIMUM 5.DOOR AND WINDOW LOCATIONS/SIZES ARE 12.CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS INTERCHANGEABLE PER MFG'S SPECS. AND AS NECE55APY REPAIR AND/OR REPLACE ALL PROJECT: CONTRACTOR: A'jl 6.ROOM PROJECTION(A OR C WALL WIDTH)MAY MATERIALS AS REQUIRED TO RENDER THEM STRUCTURALLY QF NE, VARY PER DOOR&WINDOW LAYOUT&RIDGE SOUND AND COMPLETE. 10'X 10' BEAM/COLUMN DESIGN(UP TO 16 FT). 13.L"=96-3/8"(MAX)FOR ALUMINUM ENCLOSURE. 4 , , ' 'Yi j��� r GABLE ENCL05URE 7.PANELS MAY ONLY BE USED IN ROOFS L"=107-1/4" MAX FOR VINYL ENCLOSURE. t?• °L AND WALLS OF ONE STORY BUILDINGS OF (MAX) a ti DRAWN BY:CJJ DWG NO.: 14.AUTHORIZED FOR BETTERLIVING DEALER/MATERIALS USE Qt� _ CONSTRUCTION:TYPE VB(FOR IBC/NBC), em40-lOx10 GENERAL LAYOUT GABLE FLOOR PLAN&SECTION NOT TO SCALE. ti^ ' u V ' SCALE:1"=4' DATE:4/30/2003 TYPE VI(FOR 5BC)AND TYPE VN(FOR UBC). . !1 r-