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2009-154 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20090154 Application Number. A20090154 Tax Map No: 523400-309-015-0001-011-000-0000 Permission is hereby granted to: JOHN & MARIA HOY For property located at: 62 HAVILAND Ave 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: JOHN &MARIA HOY Residential Addition $19,500.00 196-44 44TH Ave Total value $19,500.00 FLUSHING,NY 11358-0000 Contractor or Builders Name/ Address Electrical Inspection Agency Plans &Specifications 2009-154 512 sq ft residential addition $75.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, May 05,2010 (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 of Que bury; d / esday, May 05,2009 IfSIGNED B for the Town of Queensbury. Director of Buil g&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Pernvt Number. P20090154 Date Issued: Thursday, June 24, 2010 This is to certify that work requested to be done as shown by Permit Number P20090154 has been completed. Location: 62 HAVILAND Ave Tax Map Number. 523400-309-015-0001-011-000-0000 Owner. JOHN & MARIA HOY Applicant: JOHN & MARIA HOY This structure maybe occupied as a: Residential Addition By Order of Town Board TOWN OF QUEENSBURY l 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. _______________________________................................ OFFICE USE ONLY % TAX MAP NO. � PERMIT NO. , FEES: PERMIT-7 S APR 27 2009 RECREATION ENGINEERING ' , (If applicable) '........................................... ._. __.:T 0 _ EF-IS BUILDING&CODES PRINCIPAL STRUCTURE. APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OFF�A��VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: fL /1 N OWNER: J061 ADDRESS:A16 kooefR MA�Al ADDRESS: Z 9A44-) t b Avf-. 4 l k,.7d 5,YVL ,a- .s� /J . i z&3,7 Q�cc.tslS�2 lv_ . I2,e6q PHONE NOS. 791-&,516 PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE�,@1f�J t l r.- HONE: i - Ly ) LOCATION OF PROPERTY: U(' SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR Z 0 O 0 F- LU LL PROJECT 0 9 0 00 � w O � j -� 0 = = a Z Q Q � U) NCLLJ CO 0 � LLLL 0. SINGLE FAMILY J It TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL t CHEDAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 500 FUEL TYPE: ezeerale-- HEAT TYPE: �1° ,HOW MANY FIREPLACE(S): N /f AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? /f//O PROPOSED USE OF BUILDING OR ADDITION: �/�/1c *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury- Community Development Office - 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? A/6 ARE THERE EASEMENTS ON PROPERTY? /(lD 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 agree to the above. Signed r f 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) .................................................... Permission is hereby granted to the above ; This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said 00 zoning Laws of the Town of Queensbury. Application: 0 0 , 0 , BUILDING & CODES APPROVAL ZONING APPROVAL 00 01 o DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codesD-Queensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No www.Queensbury.net-- Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: QTown of Queensbury - Community Development Office • 742 Bay Road, Queensbury, NY 12804 Foundation Inspection Report e�Ir Office No.(518)76I-8256 Date In rerPECTON: Queensbury Building&Code Enforcement Arrive.? eparts742 Bay Rd.,Queensbury,NY 12804 Inspector's InitialNAME: P [j9 `- I-FLOCATION: !S�Z i- G\3 S `�0 ��lE_c�TJ TYPE OF STRUCTURE: Comments Y N N/A 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:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL 'ertnit No........................................Cert. N2 10155 Cut-in Card No..................................... )wner..........J t... ......................................................................................................... .................... .ocation...�....�......... .��/�fP D 1..1�•.....................................................��.. tC.L..................... ................................... nstallation Consisting of- .. ..E .i r-"� '. 4 er- .... ......... ............�f...................... r...z.....S...�..,..2.........,.�....v...S........ .................................................................................................................................................................................. .................................................................................................................................................................................. nstalled By....`::::............ The conditions following governed the issuance of this certificate,and any certificate previously issued is ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of mak' ' spections at any time, and if its ules are violated,the Company shall have the right to/re oTte thi ce ica/te. lF"/O /LLoXt ate.................................................. INSPECTOR. ................ .................................................................... Member N.EP.A.,1.A.E.I. Rough Plumbing / lnsulatio�-lnspection Report Office No. (518) 761-8256 Date Inspection req Queensbury Building &Code Enforcement Amve:J I h a art: 742 Bay Road, Queensbury, NY 128.04 Inspector's Initials: NAME: 4 PER T #: LOCATION: , a ; ( INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % 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. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.1 for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Vent Door/Window Sealed o Insulation Duct/Hot ater aping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised.January 7,2008 10 -tz - Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque Queensbury Building &Code Enforcement Arrive: e art: - aTpor 742 Bay Road, Queensbury, NY 12804 Inspector's Initials < NAME: _�p`� PERMIT LOCATION: �z >�a,�� �n Ate_ - INSPECT ON: in z_CQ-pq TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cieanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes ; Pressure Test Water Supply Piping Air/Head �- ----- 50 P.S.Ifior es Insulation R ntial Che /Commercial Check �Z Tyvek or Si rior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation a yq ifrequired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insuk-tion Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 /-`S 1AC1r-S-,j6---7 Rough Plumbing / Insulation Inspejdtion Report Office No. (518) 761-8256 Date InMP Queensbury Building & Code Enforcement Arrive: ar��742 Bay Road, Queensbury, NY 12804 Inspec NAME: PERMIT #: / /'��-, LOCATION: INSPECT ON: - TYPE OF STRUCTURE: Y NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % 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. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping ad 0 or 15 minutes ��;� Insulation/ esidential Check/Commercial Checka � T ek or ilar Exterior Sealant ro r Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Su for Furnace uct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003, revised February 15,2005, revised January 7,2008 ~ Queensbu Buildin & Cod En orcemen = eside al Final Ins ion rY 9 a �J Office No. (518)761-8256 Arrive: ' Date Inspection requ received: cA 1-7 4c(0 Inspector`s nrtiais. NAME: R #: LOCATION: A —�� TYPE OF STRUCTURE: Comments: Yn N A 4" Building Number Address visible from road Chimney Height/'B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors _ Handrail 4 or more risers Guards at stairs decks atios 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 Railin s 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 glazing -4�C Interior Smoke Detectors/Carbon Monoxide Detectors "J� Every level: Every Bedroom: O Outside every bedroom area: F Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area O Crawl Spaces 18 inch x 24 inch access 1 N.ft:150 s .ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation I Insulation Certification Floor truss,draft sto ing finished basement 1,000 sq.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 I Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches Gara a Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed propqrly Gas Loge in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Are Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept.Ins ion Sticker Site Plan /Variance required Flood Plain Cer ificati uired - Okay to issue C/C bt C 10 eTRorarWl Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Forrn_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 L (b� -A Framing / Firestopping Inspection Repo Oce No. (518) 761-8256 Date Inspection requ O� Queensbury Building &Code Enforcement Arrive: part: a 742 Bay Road, Queensbury, NY 12804 Inspector's In . I- NAME: 461 ERMIT#: O - f LOCATION: 12 4 n1 — �" INSPECT ON: 2- TYPE OF STRUCTURE: ' = Y N WA I COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Joist hlgange l� �-� �P�L7 �j�PsC-�vS Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. oOtJ 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 % w 16 gauge 8 16D nails each side Iftilt stopping 1,000 sq. ft. floor trusses ahor Botts 6 ft. or less on center Ir k wag ire separation 1, 2, 3 hour 112, 3, 4 hour Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-QLD1Building&Codesdnspection FamsTraming Firestopping Inspection ReporLdoc Revised January 7,2006 Framing / Firestopping Inspection Reod Office No. (518)761-8256 Date In cti n qu Ned: IT Building &Code Enforcement Arrive: IprY part: a— 742 Bay Road, Queensbury, NY 12804 Inspector's In' NAME: PERMIT LOCATION: INSPECT ON: ,. E OF STRUCTURE: Y N A COMMENTS: *?` '1 TAAt—hcAccess 22"x 30" minimum Jack Studs I Headers Bracing/Bridging Joist hangers ✓ \ ��y 17 Jack Posts/Main Beams / --X t,3 5 Exterior sheeting nailed properly J \ r 12"O.C. A �p `ro 6�t�j� Headroom 6 ft. 8 in. 'C1iloc - ` Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'h w 16 gauge 8 16D nails each side .stopping 1,000 sq.ft. floor trusses ft. or less on center kiiiPiiiffion 1, 2, 3 hour Fire wall 2, 3, 4 hour 01 �Y Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation `— House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) iJDT=E ° tJrc �Q-A�'�S?fG 20 in. OM �EQ`1 Q- � b'F'%�%C.i t� Tc7 5.7 sf above/below grade MJ� 5.0 sf grade MTi\?7v" r o Y-- Tt\Rz �o F 1 Ai�tttf�.s 'AUyo wAJI—v 0r,,- LABuilding&Codes Forms-OLDSuiWuV&Codasdrapection FormsTraming FiuloppWq;inspection ReporLdoc Revised dJon Tyj;h R F�cyST E C �i-- ,Iw Queensbury Building & Code Enforcement - Residential Final Inspection / Office No. (518) 761-8256 Arrive: ' = a m e Date Inspection request received: o/v Inspector's initia C� NAME: Y P IT#: LOCATION: � v+ ( ,n-- DATE: `/h�.�f • to U TYPE OF STRUCTURE: 2 1716 Comments: Yes No NIA 4" Building Number Address visible from road s�c 14d4A U Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 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 Com liant 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 Safetv glazing/Window in stairwells safety glazing 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, i sq.ft:150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency Tess below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area FumacelHot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp110 �L.�, rj 4 Enclosed Stairs Sheetrock Underside minimum'"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing I%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Surve Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built S is S stem/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Wkay to issue C/C or C 10 1 Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final inspection Form revised_100405.doc;Revised January 7,2008; Revised 6/26108 t Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm� — Depart: --;g;�L am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: G PERMIT 4: o LOCATION: INSPECT ON: _ TYPE OF STRUC fz 12ii A--t Q Common Y N N/A Footings Piers Monolithic Slab IeWmemenr—mPta�c­e The contractor is responsible for providing protection from freezing for 48 hours following the placement f �i 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\Inspecdon Forms\Foundation Inspection Report.doc Last punted 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date InsWcti •{equest received: S Z--710 Queensbury Building&Code Enforcement Arrive. - am/pkn Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspec s Initials: NAME: `'U PERMIT#: C� •- LOCATION: (0 1 L-!!� 1 ►I "i X, , INSPECT ON: b' 4 TYPE OF STRUCTURE: 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. oundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg 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 A-- Foundation Inspection Report Office No.(518)761-8256 Date Inspection e " iv Queensbury Building&Code Enforcement Arrive: Depart: '.r" 742 Bay Rd.,Queensbury,NY 12804 Inspectors Ini ' s: NAME: P 4: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Commeub Y N N/A ootings 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 Farms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection RePV Office No. (518)761-8256 Date Inspection r7SPECT Queensiwry Building S Code Enforcement Arrive:,�; �a it: -� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME:- MIT . / PLOCATION: Ejo�'. ON: TYPE OF STRUCTURE: Y N MA COMMENTS• Framing ttic A x 30' minimum Ja ds/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 Exterior Deck Bracing Headroom 6 ft. 84n. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D naus 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 wail 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 LABuilditg&Codes Forrnsd3LDSukift&Codesllnspedion Form Trwinp FkodoppkV Inspection Reportdoc Revised January 7,2006 (I 1 III. it 1(r i I 9 4 i II IZ7h-_1c 1�' II ?iII C�t BEAM BEAM POST POST " �-� LABEL LENGTH COUNT SPACING i A 9'10 1/2" 3 4'2 1/2" 8 9'10 1/2" 3 4'2 1/2" C 24'3" 4 7' 7 1/8" 4 Post spacing is measured center-to-center. l ,i r { Depth of concrete footers ---48" •—' -v-.-------- Beam Layout (` Curtis Lumber Co.,Queensbury Location BORLANG,TODD 460 Big Bay Road,Off Northway Exit 18 04/05/10 Ref:Deck10095 Queensburr;NY Scale: 1/8"= 1'