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2014-437
`ask 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: P20140437 Date Issued: Monday, September 21, 2015 This is to certify that work requested to be done as shown by Permit Number P20140437 has been completed. Location: 4 WALTON Ct Tax Map Number: 523400-301-015-0001-003-000-0000 Owner: SCOTT & VICTORIA VANIER Applicant: SCOTT & VICTORIA VANIER This structure may be occupied as a: Residential Addition 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 Direr o wading&Co:, E o‘t ment or Zoning Board of Appeals. TOWN OF QUEENSBURY ea. 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140437 Application Number: A20140437 Tax Map No: 523400-301-015-0001-003-000-0000 Permission is hereby granted to: SCOTT& VICTORIA VANIER For property located at 4 WALTON 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: SCOTT & VICTORIA VANIER 4 WALTON Ct Residential Addition $80,000.00 QUEENSBURY,NY 12804 Total Value $80,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2014-437 Res. Addition 496 sq.ft. $100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, October 02,2015 (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.) 4 Dated at the Tow of Q nsb , i , `1 ctober 02, 2014 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement e 3 PRINCIPAL STRUCTURE APPLICATION Office Use Only DATE Ps9 Received Tax Map ID _ / — Permit No. ID TAX MAP y Permit Fee " i� , n- ZONING Zest d1rtL(( Rec Fee / Site Plan# HISTORIC SITE Yes LV No Subdivision # SUBDIVISION NAME co&ensJJU, L] FOY 31-Lot# TOWN BD.RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS,INCLUDING SINGLE FAMILY DWELLINGS,DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED & MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. APPLICANT SC-oft j4 me r OWNER SCa ft g/_Vi city[4 U Lf r'e c ADDRESS / kik l/ n v� ADDRESS I W€ [foil e-f Queens dur Ny (zeor Jeensburl ,nN / Zg v D50 PHONE/E-MAaccau,2 Q SZYZ PHONE/E-MAIL SGV Aria. U�p&m &IL. rn CONTRACTOR COST OFCONSTRUCTION(E TIMATED): $ /O/0,/ era ADDRESS: BUILDING ADDRESS: 4 1,4. 62i Atr t eeh8 i'kaseJ PHONE/E-MAIL / CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: (r / It r-?,o/ PHONE TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration lst floor sq.ft. 2nd floor sq. ft. Total sq.ft. Height Single Family 926' 996 Two-Family Multi-Family (# of units ) Townhouse Business Office Retail - Mercantile Factory- Industrial Attached Garage (#of ) Other 1 Town of Queensbury Building&Codes Principal Structure Application July 2014 4 S? if commercial or industrial indicate name of business Proposed use of building or addition frrmicy Roo u„ / ,oye/- Source of heat(circle one) s Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys Are there structures not shown on plot plan? y0 Are there easements on the property? NO Site Information a. Dimensions or acreage of lot - S? 4-carts b. Is this a corner lot? /V 0 c. Will the grade be changed as a result of construction _Yes It No d. Public water or Private well /624/Ic X44 v e. Sewer or Private Septic System SSP{dc. Value of all work to be performed (labor or materials) $ to, avd DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed,subject to fees and department approval. 3. 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. 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. 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 agree to the above: PRINT NAME: SCo' �Iran Res/ DATE 91/45-1/2 SIGNATURE: (-5;-IW �-C— DATE Q�/SV/'J FOR OFFICE USE ONLY Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions 2 Town of Queensbury Building&Codes Principal Structure Application July 2014 I Office Use Only FUEL BURNING APPLICANCE & CHIMNEY APPLICATION Raxeived TaxMaplD n �- G �� Permit No. mink DATE 04 Li Int iPerinit,Fee '�1MOM/ TAxMAP lD gii fn , �/ cf' 62©14 ZONING S/ctu." ' �_ro., TOWN OF �\-^ �/ �� 7}/ BUfLDING$ Ry CODEs p OWNER: cod T/ ✓'44014 Wt sib(" PHONE/EWAIL 5o .26 — fl ?- ADDRESS ADDRESS 9' eve 44,-n cyvee 14SAny 4/ /tom y G INSTALLER/BUILDER.. PHONE/E-MAIL ADDRESS: (-7/ , / CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: -Co (/Gt-Ke'v PHONE BUILDING ADDRESS. Fuel Burning Appliance Information Wood Coal Pellet Gas Oil NOTE: ROUGH-IN & FINAL Stove INSPECTIONS ARE REQUIRED. Fireplace Insert Fireplace, Factory built* Fireplace, Masonry Furnace(Garage Only) *If Factory built provide manufacturer name: ; model#: Listed by: Number: Chimney Information Masonry** (check one) Block Brick Stone Flue Tie Steel Size in inches Material Double wall Triple wall Insulated Direct Vent Chimney Liner **If Non-masonry provide manufacturer name: model#: DECLARATION: Construction I installation must conform to NYS Fire Prevention& Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow inspector's to enter premises to perform required inspections. I have read and agree to the above: Print Name: cent /l/a 4«C +' Date: PtM//9 Signature: S��✓y u 2 Date: 06/1 5 Town of Queensbury Building&Codes Principal Structure Application July 2014 wdri) el-1l ft. Town of Queensbury Fire Marshal 742 Bay Road 761.9205 Apr Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/ Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's `�'-- instructions or specifications is allowed. Permit# /,\-.EA .1-. Schedule Inspection CAA\a tv 1S Time eia pm anytime Inspecto Ai— Name �N(\\e.._✓ Address A V*,.,k-k-Ovn Cr. Rough In Final_ Appliance Manufacturer 7'* " 20 Model# Od C L- Jr. S Direct Vent_ Factory Built Chimney_ Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection 5c..a-t-r 26o- 8 uj 2- Clearances to Combustibles(all sides) Firestop(s) Vertical Chase Wall Penetration V Vent Clearances to Combustibles 0 V UnAb{a r" ti4-r----? , fled Vent/Chimney Termination ate' Chimney height must be 3 feet above roof / penetration;2 feet above any combustible V construction within 10 feet Gas Shut-Off Valve Combustion Air VP J I / Hearth Extension (if any) !/ k of U,,,""' Mantel 4 916 Z z 6' A,K 4c c l rv!kh& Height above f/p opening rr� in /kW Witness Operation Tank Placement(if LP) v/ OL 06144\ 2(- 9647 CO Detection / CSST Bonding // White-Building Dept Yams-Cust,mer Pink-Fire Marshal 06 4 Nei) Residential Final Inspection 9- 11 Inspection request received q\15\2045 Name lawn xe.V Inspected on '911 1Q j 2.-Ots Location I\ V\bck-kun Cu✓C Arrive ��2,1/4., :d; am 1 pm • Permit No. Z 'j 0bQ-4 - Inspector's Initials CI Type of Structure tut - Aadtt,.on 3 -t- 2120- 62-- 2..— Yes 2vYes No N/A Bathroom Fans, if no window 4" Building Number Address visible from road Plumbing fixtures ' ✓ Chimney Height/"B"Vent/Direct Vent Foundation insulation to floor/Sticker on Panel Location Duct work sealed properly/Blower Door Test Fresh Air Intake Certification 3" Plumbing Vent through roof minimum 18" Floor truss,draft stopping finished basement Roof Complete/Exterior Finish Complete 1.000 sq.ft. Platform at all exterior doors Emergency egress below grade Handrail 4 or more risers Gas Furnace shut-off within 30 ft.or within line Guards at stairs,decks, patios more than 30 " of site above grade Oil Furnace shut-off at entrance to furnace area Guard at stairwell at 34"or more Furnace/Hot Water Heater operating Guard at deck, porches 36"or more Low water shut-off boiler Handrail Termination at Newell Post or Wall Relief Valve(s)installed /Heat Trap/Water Interior/Exterior Railings 34 "to 38 " Temp 110 Deck Bracing/ Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum /:'Gypsum Grade away from foundation 6" with 10 feet Basement stairs closed rise+ 4 inches 6" clearance to sill plate Garage Floor Pitched Gas Valve shut-off exposed/ regulator 18"above Garage fireproofing/ X hour fire door/door grade closer /i Interior privacy /trim /doors/main entrance Gas Logs in Sealed or Glass Enclosure ✓ 36 " /i Bathroom / Kitchen watertight Final Electrical; Energy Saving Light Bulbs 50% J Safety glazing /Window in stairwells safety Final Survey Plot Plan glazing Arc Fault Breaker Habitable Spaces/Tamper Interior Smoke Detectors/Carbon Monoxide Proof Receptacles Detectors / Flex Gas Pipe Bonding Every level: Every Bedroom: - / As Built Septic System /Sewer Dept. Inspection Outside every bedroom ar Y Sticker Inter Connected: ___ Site Plan /Variance required Battery backup: ____ Flood Plain Certification, if required Attic access 30"x 22"x 30"(height)in Okay to issue Temporary/Permanent accessible area Certificate of Occupancy OR Crawl Spaces 18"x 24"access,1 sq. ft.-I50 sq. V Certificate of Compliance ft. vents Yes No N/A Comments: @--"/ Town of Queensbury Building& Code Enforcement Office No. (518)761-8256 Rough Plumbing / Insulation Inspection Report ^th Office No. (518) 761-8256 Date Inspecti n request received: Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Ini is � 1 NAME: '•) 0n (gr PERMIT#: � 7 LOCATION: LJG�a'b INSPECT ON: 1/— Plq TYPE OF STRUCTURE: Ric2 Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I. for for 15 minutes 'Ins`uiation/,Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) V _arrec)3 / Duct/ Hot Water Piping Insulation �T If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: R"- , ip f�/ I Rough Plumbing_Insulation Inspechon_02 0513 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report ( Inspection request received: 1 17* / Name: V/1"4 /(//t ie., Inspected on: / /1 ll Location: k�1"�^ �� -I Arrive: 2 "L a.m.l p.m. Permit No.: I L/ A 3- 1 Inspector's Initials: TYPE OF STRUCTURE: LE S, A 1 T , Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts I Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches I Holes!Bearing Walls Metal Strapping for Notches Top Plate 1 '%(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center ce and water 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 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space 1 Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: p /Z /y Name: Inspected on: �� Location: Y &- Arrive: a.m./p.m. Permit No.: /Y (7']) Inspector's Initials: r3 TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30°minimum Jack Studs/Headers Truss Specification Provided 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 Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'A(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 water shield 24 inches from wall ✓ Nom` pa/ 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 1/2 inch or 5/8 inch Type X Garage side 518 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 Design Professional Sign-off,if required Framing/ Firestopping Inspection Report Town of Queensbury Building &Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: -Ye//mt. Inspected on: /� /Z/ `V G✓' Location: 7 -�j - C// Arrive: /fJA a.m.l p.m. Permit No.: /y x/37 Inspector's Initials: TYPE OF STRUCTURE: Y N / NIA COMMENTS: Framing 1 Attic Access 22"x 30"minimum / Jack Studs/Headers t/ Truss Specification Provided / Bracing/Bridging /id is lY`lsr Joistk hangers ��4/ n Jack Posts/Main Beams /4 •� 04/tic Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches 1 Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '%(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 water 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 Design Professional Sign-off,if required Framing /Firestopping Inspection Report Officeown of Queensbury Building &Code Enforcement No. (518(518) 761-8256 \\ �� ,^,-- tic Framing ! Firestopping Inspection Report Ny ' 9Q1L Inspection request rece --d: I t-1-)44 Name: ,il Inspected on: it-12----r Location: I TCifr 1 Arrive: /(J or a.m./p.m. Permit No.: o-0 I'-'' 43'7 Inspector's Initials: 1 1. TYPE OF STRUCTURE: 5XDn 017.1 Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided 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 Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 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 ce and water field 24 inches from wall ire 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 518 inch Type X Garage side 518 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 Design Professional Sign-off,if required Framing I Firestopping Inspection Report Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Pf Z�Y Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials' / NAME: VAN I Qf PERMIT#: LOCATION: L( .tAa I 1-civ. Cir I INSPECT ON: to j L� TYPE OF STRUCTURE: - Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head `` � 50 P.S.I. for for 15 minutes -*insulation /Residential Check/Commercial Check �//y.1Pr Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing COMMENTS: colt_ ?of: tSKG - I ¢ Rough Plumbing_Insulation Inspection_02 0513 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: /e)--,:19-14/ Queensbury Building &Code Enforcement Arrive: am/pm Depart: , am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials ��`- '4• NAME: Va(''1 ( am r �t PERMIT#: .3 / LOCATION: I IA) a.Q m (L9tt lit INSPECT ON: /,o — TYPE OF STRUCTURE: Aaa Comments Y N 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 "I Backfill-Approvj 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 12/18/2013 2:44:00 PM -rues e —Y Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/pmm Depart:�m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:/ " ( !, NAME: V an 16 r PERMIT#: I Ll - y 3i> LOCATION: ' j aJ4'&"" A r$ INSPECT ON: /0-a1-'/1 TYPE OF STRUCTURE: d � Comments • Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement ofthe concrete. Materials for this purpose on site. t '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 12/18/2013 2:44:00 PM utS k3 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/pm Depart:]s r t eam/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials. l G�'� NAME: V r1 t a x PERMIT#: /) /4-1 ' Y..31.7 LOCATION: Cf to 4Q INSPECT ON: 1.6 --141-11 TYPE OF STRUCTURE: R65 A'dd Comments Y f N N/A oom•, 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 ek rm ` , Foundation Dampproofing Foundation Waterproofing f)-)Nn orim Footing Drain Daylight or Sump �1 JJJ 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 12/18/2013 2:44:00 PM wo F ' } c:—' f �V s - F` BUILDING PLANNING tical,and highest point of glass not more than 10 feet R309.2.2 Horizontal separations. Where horizontal con- (3048 mm) above a walking surface or other acces- struction is used to separate the garage from the living sible area. space or its attic,such construction shall be protected with R308.6.6 Glass in greenhouses. Any glazing material is one layer of 5/8-inch thick,type X,gypsum board,installed permitted to be installed without screening in the sloped in accordance with the requirements of Section 8805.1. areas of greenhouses, provided the greenhouse height at Openings in horizontal separations shall not be permitted the ridge does not exceed 20 feet(6096 mm)above grade. except where the residence is otherwise protected by verti- cal separations.Where the horizontal separation is a floor- R308.6.7 Screen characteristics.The screen and its fas- ceiling assembly, the structure supporting the separation tenings shall be capable of supporting twice the weight of shall also be protected by not less than 5/8-inch(15.87 mm) the glazing, be firmly and substantially fastened to the type X gypsum board or equivalent. framing members, and have a mesh opening of no more than 1 inch by 1 inch(25 mm by 25 mm). 83093 Floors. Garage floors shall be of approved noncom- R308.6.8 Curbs for skylights.All unit skylights installed bustible material. in a roof with a pitch flatter than three units vertical in 12 The area of floor used for parking of automobiles or other units horizontal (25-percent slope) shall be mounted on a vehicles shall be sloped to facilitate the movement of liquids curb extending at least 4 inches(102 mm)above the plane to a drain or toward the main vehicle entry doorway. of the roof unless otherwise specified in the manufac- R309.4 Carports. Carports shall be open on at least two turer's installation instructions. sides. Carport floors shall be of approved noncombustible R308.6.9 Testing and labeling. Unit skylights shall be material.Carports not open on at least two sides shall be con- tested by an approved independent laboratory, and bear a sidered a garage and shall comply with the provisions of this label identifying manufacturer, performance grade rating section for garages. and approved inspection agency to indicate compliance Exception: Asphalt surfaces shall be permitted at ground Iwith the requirements of AAMA/WDMA/CSA 101/I.S.2/ level in carports. A440. The area of floor used for parking of automobiles or other vehicles shall be sloped to facilitate the movement of liquids SECTION R309 to a drain or toward the main vehicle entry doorway. GARAGES AND CARPORTS 8309.5 Flood hazard areas. For buildings located in flood R309.1 Opening protection.Openings from a private garage hazard areas as established by Table R301.2(1),garage floors directly into a room used for sleeping purposes shall not be shall be: permitted. Other openings between the garage and residence 1. Elevated to or above the design flood elevation as shall be equipped with 3/4-hour fire-protection-rated assem- determined in Section R324;or blies equipped with self-closing devices. 2. Located below the design flood elevation provided R309.1.1 Duct penetration.Ducts in the garage and ducts they are at or above grade on all sides, are used solely penetrating the walls or ceilings separating the dwelling for parking, building access, or storage, meet the from the garage shall be constructed of a minimum No.26 requirements of Section R324,and are otherwise con- gage(0.48 mm)sheet steel or other approved material and structed in accordance with this code. shall have no openings into the garage. 8309.6 garage door openers.Automatic garage R309.1.2 Other penetrations. Penetrations through the door ope e f rovided, shall be listed in accordance with separation required in Section R309.2 shall be protected UL 325. by filling the opening around the penetrating item with • approved material to resist the free passage of flame and products of combustion. SECTION R310 R309.2 Separation required.The garage shall be separated EMERGENCY ESCAPE AND RESCUE OPENINGS from the residence and its attic area by horizontal or vertical R310.1 Emergency escape and rescue required. Basements separations conforming to Sections R309.2.1 and R309.2.2. with habitable space and every sleeping room shall have at:, R309.2.1 Vertical separations.Where partitions are used least one operable emergency and rescue opening. Such opening shall open directly into a public street, public alley, to separate an attached garage from a living space or its yard or court.Where basements contain one or more sleeping attic,the partition assembly shall have a /4-hour fire-resis- rooms, emergency egress and rescue openings shall be tance rating. required in each sleeping room, but shall not be required in ;i` Exception: In lieu of providing partitions that have a adjoining areas of the basement. Where emergency escape ,A.. 3/4-hour fire-resistance rating, one layer of 5/8-inch and rescue openings are provided they shall have a sill height thick, type-X, gypsum board may be installed on the of not more than 44 inches(1118 mm)above the floor.Where garage side and one layer of 1/2-inch, type X, gypsum a door opening having a threshold below the adjacent ground board may be installed on the opposite side. Applica- elevation serves as an emergency escape and rescue opening tion shall be in accordance with Section R702.3. and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section 8310.3. The net clear 2. BUILDING PLANNING opening dimensions required by this section shall be obtained R310.5 Emergency escape windows under decks and by the normal operation of the emergency escape and rescue porches. Emergency escape windows are allowed to be • opening from the inside.Emergency escape and rescue open- installed under decks and porches provided the location of the ings with a finished sill height below the adjacent ground ele- deck allows the emergency escape window to be fully opened vation shall be provided with a window well in accordance and provides a path not less than 36 inches (914 mm) in with Section R310.2.Emergency escape and rescue openings height to a yard or court. shall open directly into a public way,or to a yard or court that t opens to a public way. = SECTION 8311 R310.1.1 Minimum opening area.All emergency escape „ t MEANS OF EGRESS and rescue openings shall have aa minimum net clear open- R311.1 General.Stairways,ramps,exterior egress balconies, ing of 5.7 square feet(0.530 m2). hallways and doors shall comply with this section. Exception: 'Grade floor openings shall have a mini- • 8311.2 Construction. mum net clear opening of 5 square feet(0.465 m2). '} R311.2.1 Attachment. Required exterior egress balco- R310.1.2 Minimum opening height. The minimum net ries, exterior exit stairways and similar means of egress clear opening height shall be 24 inches(610 mm). ucomponents shall be positively anchored to the primary R310.1.3 Minimum opening width. The minimum net d; structure to resist both vertical and lateral forces. Such clear opening width shall be 20 inches(508 mm). attachment shall not be accomplished by use of toenails or R310.1.4 Operational constraints. Emergency escape s nails subject to withdrawal. and rescue openings shall be operational from the inside of i R311.2.2 Under stair protection. Enclosed accessible the room without the use of keys, tools or special knowl- ^3 space under stairs shall have walls,under stair surface and edge. any soffits protected on the enclosed side with '/2-inch(13 R310.2 Window wells.The minimum horizontal area of the ,=, mm)gypsum board. window well shall be 9 square feet(0.9 m2),with a minimum -R311.3 Hallways.The minimum width of a hallway shall be horizontal projection and width of 36 inches (914 mm).The �r.not less than 3 feet(914 mm). area of the window well shall allow the emergency escape ;8311.4 Doors. and rescue opening to be fully opened. Exception: The ladder or steps required by Section '.. 8311.4.1 Exit door required.Not less than one exit door R310.2.1 shall be permitted to encroach a maximum of 6 `_ conforming to this section shall be provided for each inches (152 mm)into the required dimensions of the win- dwelling unit. The required exit door shall provide for dow well. direct access from the habitable portions of the dwelling to :e` the exterior without requiring travel through a garage. R310.2.1 Ladder and steps. Window wells with a verti- Access to habitable levels not having an exit in accordance cal depth greater than 44 inches (1118 mm) shall be with this section shall be by a ramp in accordance with equipped with a permanently affixed ladder or steps usable Section R311.6 or a stairway in accordance with Section with the window in the fully open position. Ladders or f' R311.5. steps required by this section shall not be required to corn- R311.4.2 Door type and size.The required exit door shall ply with Sections R311.5 and R311.6. Ladders or rungs be a side-hinged door not less than 3 feet (914 mm) in shall have an inside width of at least 12 inches (305 mm), width and 6 feet 8 inches (2032 mm) in height. Other shall project at least 3 inches (76 mm) from the wall and"IY doors shall not be required to comply with these minimum Y shall be spaced not more than 18 inches(457 mm)on cen- dimensions. ter vertically for the full height of the window well. R310.3 Bulkhead enclosures. Bulkhead enclosures shall R311.4.3 Landings at doors. There shall be a floor or provide direct access to the basement. The bulkhead enclo- landing on each side of each exterior door. The floor or sure with the door panels in the fully open position shall pro- landing at the exterior door shall_not be more thin-1.5 1 vide the minimum net clear opening required by Section inches (38 mm) lowo pRA_top of the threshold. The oo • r or anc`liing at exterior doors other than the exit door R310.1.1. Bulkhead enclosures shall also comply with Sec- 1:—'' tion 8311.5.8.2. required b Section K' 11.4.1 shall not be required to com- p wi i this requirement .0 s . I .ve a rise no :reater R310.4 Bars,grilles,covers and screens.Bars,grilles,cov- an that permitted in Sectio �D .e landing shall f ers,screens or similar devices are permitted to be placed over a permitted to have a slope n• . ceed 0.25 unit verti- tit emergency escape and rescue openings,bulkhead enclosures, :,: cal in 12 units horizontal(2-percent).) 00 Mpftt= a ir or window wells that serve such openings,provided the mini- 4i Exceptions: ;