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2005-284 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. P20050284 Date Issued: Tuesday, August 23, 2005 This is to certify that work requested to be done as shown by Permit Number P20050284 has been completed. Tax Map Number. 523400-301-020-0001-015-000-0000 Location: 12 EISENHOWER Ave Owner. LARRY CLUTE Applicant: LARRY CLUTE This structure maybe occupied as a: Single Family Dwelling By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the fl property owner of the responsibility for compliance with Site Plan, �ot 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: P20050284 Application Number: A20050284 Tax Map No: 523400-301-020-0001-015-000-0000 Permission is hereby granted to: TARRY CLI JTE For property located at: EISENHOWER 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. Tyne of Construction Value Owner Address: LARRY CLUTE 13 DAWN Rd Single Family Dwelling $125,000.00 Total Value $125,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency CLIJTE ENTERPRISES_ INC. 13 DAWN RD. OIJEESNBITRY_ NY Plans&Specifications 2005-284 1168 SQ FT SINGLE FAMILY DWELLING $140.16 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, May 19, 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 To f Queens ury; h sday, May 19, 2005 SIGNED BY for the Town of Queensbury. Director of BuildingY Cod nforcement 4 Check Residential Plan Review: One&Two Family Dwellings YIN/ A (2)Full sets of plans Over 1,500 sq. t.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: indow Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space / Above/Below grade,5.7 sq.ft. A24 ade,5.0 sq.ft. "(h)x 20"(w)min. 44"Max.Height above floor ,Rtsidential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6;Ptp in 10'Exterior Grade framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where 'Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors irway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise S Not Allowed From 2d Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance all Width,36"min. andrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation �arage Floor Sloped ttic Access oof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access j Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed WINDOW SCHEDULE Job Site/Address: Date: Owner: (—ct-rZ:j C_Lo Application No. Qov.,5- aSq Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening Glass/Vis Egress/Cle Opening Opening or Instructions Letter on Name flb Numbe g Height ibie Vent ar Width In Height Plan Call Width Light Opening Inches In Inches Size _ (Ff la oi ,13 ,ej, .�� t f 5`7 4;79S �.'Z�r :7, 1 -'S . 7"7 , S Example Entry A Andersen Narroline 3062 3' 2 6'5 '/2 15.30 8.36 6.01 34 2415/35" Tempered Double IMP11/16 Glazing Hun G\Documents and Settings\Sue\Local Settings\Temp\Window Schedule.doc r. Job Site Address: Date:.. 2-6-5/o Owner: (—Crrl Application No. File No. Building Permit -- Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req. Light Actual Req.Vent Actual Sq.Ft. Remarks Room Room 8%of Room Light 4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage Feet Lam' V -;>L4% 1 L:4SueHemingway\Building.Permit.FORMS\Nat.Light.Ventil.Calculation.Sheet.doc now Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: :.......................:.......................................................................................................... ; Office Use Location of installation: 1 D C—%--,e�-t-� 1 File Permit No oo Tax Map No. j Fee Paid Owner's Name: L.os r u CA I—) � :................................................................................' ....................'. T.. Address: Chat y' 2. INSTALLER'S NAME J •�-�c �- PHONE NO.�l ' �^_7D-7-7 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) i Year of House: No of Bedrooms x Computation = Total bails Flow 1980 or older x 150 gal/bdrm = l 1980- 1991 x 130 gaUbdrm = 1991-present x 110 gal/bdrm = `27 777` N ED CE Garbage Grinder Installed yes_ E Spa or Hot Tub Installed yes_ no M xf ;„, 4. Z005 i 4. PARCEL INFORMATION: (circle applicable information&indicate measurem ON DING AND CODEOURY SUIL To a h ture Ground Water Bedrock or Im ervi us Material . Do irater Su 1 lat san at what depth at what depth municipal o ling roam feet feet we Steep slope clay I if well;water sup; _%slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: ko-Q Ci gallon(min.size 1,000 gal) Tile Field: each trench ft. Total System Length: ft. i Seepage Pit(s): number of size of each: ft. by, ft. Size c�,f Stone to be used: # / depth or thickness feet Bed/System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of.the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make.a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the re ons 'th res ect to this application and agree to abide by these and all requirements e To o Qu nsbury Sani ewage Disposal Ordinance. I Signature of responsible person date AM MIA of Queens u,ry S( vt:114 and 4etivsi�;4 I)i.� �:.:LI (:llaptet. Appendix C AI1.SUIWIVION, I'1 EIA) . RI:I'n1tA'i'1tJlU ItI��ZLJ�itI!I�ll6lMIS I ol POND 1 �'�t�li. IN 1/(►f!!'fZ• av Sc t't 1c, i 1A i 7♦ SICGNATURE &INFO�t 71ON F9FL FQN4Wl-r-rr^4wL4 u+. Aaw.•.••.:;: ;: :♦:':: • Permit No. Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@aueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction 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 C(.. „�,�c�- �-� c� Owner: 1 + L (ZAJ - Address: 01 e• Vk (ZZ Address: Home Phone: =7 _ Home Phone: Email Address: Email Address: Cell Phone: 1) ke- k e .ve-k Cell Phone: FAX Phone: `7" - C29- 43 457 FAX Phone: Person responsible for supervision of work with respect to building 1and codes compliance: Name: ���� f' C_lc.l e 7707 3 -7 '7-7 Address: Phone Location of proposed construction: Lot No. Legal Address: Tax Map Number: 3QI.a0- - I S Subdivision Name: RECEIVED ED Estimated Cost of Construction: $ op0 X 4 tjq Proposed construction is for: Residential Use Commercial Use TOWN OF QUEENSBURY BUILDING AND CODE Name of Business: If proposed construction is an addition,what will use of new addition be? New Addition Afferation Proposed Construction 10 Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ff. Sq. Ft. Square feet Height Ft.&In. Single-Family Dwelling 0ON Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 2, Type of Heating System: Electric, Oil Gas, ood,<Fo:rcZedHotDr, aseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. _Yes < No 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, at suc work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certifica of Occu ancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Di ctor of Buil i an Codes, a s uilt Survey by a licensed surveyor, drawn to scale, showing actual locati of all ne nst u n. i Date:- _77 01 Applicant/Builder Sign ure: The application of I dat d is hereby approved and permission granted for the o truction, reconstruction or alter a on f lldi g d or accessor �e as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Queensbury Building & Code Enforcement -Ve: al Inspection Office No. (518)761-8256 Arrive: am/ Date Inspection request received: Inspector's Initi �j NAME: 1. o �YLOCATION: TYPE OF STRUCTURE: Comments Y N N/A r 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 a)stairs,deckspatios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in.or more M 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 Detect s: Every level: i Every Be�i'room: _ Outside every bedroom a a: , 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/'/<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, I 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 C Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res.Final Insp. form 2.docLast printed 2/12/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: g NAME: LOCATION: C � PERMIT#: azo s- -R q Final Survey Plot Plan Avvrovid Denied The att survey as ROVED]- receive by the A IiCation Dept.o. Comm ity AU 22 2005 Devel men Upon view e survey as en TOWN OF QUEENSBURY Craig ffrown,foning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORmsTinai Survey Zoning Administrator.doc MAP REFERENCE: MAP OF A SURVEY MADE FOR LARRY CLUTE BY: VAN DUSEN & STEVES DATED: SEPTEMBER 23, 1997 LEGEND: OIPF = IRON PIPE FOUND OIRF = IRON ROD FOUND j� TN� OCIRF = CAPPED IRON ROD FOUND V A co- = UTILITY POLE t� ESTATES 'r�,C = FIRE HYDRANT AQ S84021 ' 10"E w a� 130.00, F a a 2 lD O n d. EA N 20,9 1. sq.ft. 0 0. 8 acres LANDS N/F OF — 35.56- LARRY CLUTE CO 2 S N � LANDS N/F OF N 1 M WOOD FRAME CV) DAVID BABINEAU HOUSE " 'n 2 Rc � �POrT o "'ar Co I ' I � � o 2 N c "'�—-- W -- IRF j f U 130.00' C RF EISENHOWER N84°21 10"W IPF I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS AVENUE FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. A CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 0 CERTIFIED TO: Joshua Mance Country Wide Home Loans, Inc., Its successors and/or assigns r � ��ti Old Republic National Title Insurance Company CERTIFIED BY: MATTHEW C. STEVES, LLS NYS 50135 DATED: August 18, 2005 Date, AUGUST 15, 005 vHMM)RCM ALXRA7M OR AWRM A SURVEY Scate 1'=30' t'�- S TO W1P 6EARM A UCH L"SURVEYORS SFM.IS A Map of a Survey made for -c YIOLOM OF SEMI YM.SU"VIS 1:OF M /��/A- P NEW YM STATE EDUCATM LATE" L.JV S V \� S 'MY COPES ERQ1 THE°PopRK Of TM VEMft MMtI�D W7}I AH CYtlCt1AL OF ME LMlD SURVEYORS SEAL SHML BE COHS00"ro BE V"TRUE COPES• ..,. 1 "`°�" `�RM�°'I E KRI J O S HUA MAN C E E SlR2YE„E PRf?ARED a UM SURE �E Land Surveyors By F`""�"�`0`7M "°°"'E° @Y 7NE tR1T YCRK STATE ASSOCIATION OF PROFE59QUi. WO SURVEYORS SAD CERiTf"T0 4 SHALL RUN ONLY ro THE PERSON FOR YAIOY THE SURVEY M PREPARD.AtJO aEi'1 OF 1 aN eos eolAts ro THE not oaPAHY.OOVEICYIEIITAL 169 Haviland Rd Queensbury, New York 12804 AM=AM`E"W NSIM7 '`ID WM^AM Town of Queensbury, warren County, New York ro OE ASSIGNEES CF THE LNNO INSITUrmKI MANCE (518) 792-8474 New York Lie. No. 50135 1 IINO. 1DATE I DESCRIPTION DWG. NO. 95001-5 120-1-60.53/301.20-1-15 C 1578 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: li D Queensbury Building & Code Enforcement Arrive: am/ D rt: r m/ m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: � �"ti� 1�e� PERMIT #: LOCATION: �' � - f' INSPECT ON: W QA TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent/ Vents in Place 1 1/2 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. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 5 .I for 15 minutes nsu latidn-'b Residential Check/ Commercial Check L:; er Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 7 1t GS Queensbury Building & Code Enforcement Arrive: am ' D//epart: (� am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initialsi� �� NAME: PERMIT #: LOCATION: INSPECT ON: S a TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 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. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes ��a✓5 /� ns Residential Check Commercial Check (C /�� Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodeAnspection Forms`Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building& Code Enforcement Arrive: am/pn epart: �/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: C L, PERMIT #: D LOCATION: j Z -t.5U-y/&k)c-ie- INSPECT ON: D'S TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test rain and Vents 5 PSI or 10 feet above highest / connection for 15 minutes Cleanout every 100 feet/change of direction V ater Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family .' Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November]7,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 7 1l Ja S Queensbury Building & Code Enforcement Arrive: am/p am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ep NAME: PERMIT #: � LOCATION: �a A7 INSPECT ON: o� TYPE OF STRUCTURE: y N N/A ou h Plumbing ail Plates P um in Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washinq 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 a� Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: L:\Pam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 I _ f, Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: _am/p e - pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: t,' TC, PERMIT#: a LOCATION: — -----INSPECT ON: 3 U� TYPE OF STRUCTURE: 53� Y N N/a COMMENTS Framing ac tuds/H e a&rs 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 %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 irestop ing 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 L:\SueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 �o Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request ec ived: (D Queensbury Building&Code Enforcement Arrive: am/ Depart: Vpm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial NAME: PERMIT#: LOCATION: _ ( INSPECT ON: 7- TYPE OF STRUCTURE: Comments 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 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 Ing Under Sla au Cast/Copperation Insulation Interior/ tenor R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection eques re i2veQueensbury Building&Code Enforcement Arrive: am/ De 742 Bay Road, Queensbury,NY 12804 Inspector's Init c NAME: Z�aPERMIT#: �oZ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Q A, Jack Studs/Headers 1 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 1/z w) 16 gauge(8) 16D nails each side Draft sto ping 1,000 sq. ft. floor trusses Anc r 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 %z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade A Septic Inspection Report Office No. (518)761-8256 Date Inspection r ues r c • ed: Queensbury Building&Code Enforcement Arrive: am/ )epart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia NAME: l�L.i�T IT NO.: -QCTj^Z LOCATION: �+�-T Z E w»tJt � SPECT ON: (��-7� � RECHECK: P<�F Comments and/or diagram Soil Type: Sand/Loam(Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft Absorption Field: Total length ft• Length of each trench ft. Depth of trenches ft Size of Stone Se age is: Number Size: x Stone Size: Piping Size T Building to tank Tank to Distribution Box Distribution Box to Field/Pit Qpening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption S ararion of Pits ft. ��•� �� Conforms as per Plot Plan Y N �O Location of System on Property: Front Rear Left Side Right Side 4Stus: Middle Rear Systempproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 P s' Jointa Galusha, LLC Pallette Stone Corporation' Proud Members of the D.A.Coll s Companies RECEIVED M F JUN I 2005 TOWN OF OUEENSBURY BUILDING AND CODE I&4� r/ Q x 7 4� eh T READY-MIX CONCRETE ♦CRUSHED LIMESTONE ® BLACKTOP a PRECAST CONCRETE ♦WASHED SAND PRODUCTS TOPSOIL A PORTABLE CRUSHING A CONCRETE PUMPING Glens Falls: Saratoga: Office:518.792.5029 Office:518.584.2421 Fax'.518.792.5230 Fax.518.584.5449 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: -� Queensbury Building &Code Enforcement Arrive: arrli Depart: a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: L(Jr- _ PERMIT#: �r '7 LOCATION: — INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings �O� -6L�� , Piers Monolithic Slab `Q PC-&-r PL o1i Reinforcement in Place G � � The contractor is responsible for Ac `( 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. I.ASueHemingway\Building.Codes.InspectionTORMSWoundation Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518) 761-8256 Date Inspection re est eiv d: _ Queensbury Building&Code Enforcement Arrive: epart: a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _ �� P IT NO.: CJ � LOCATION: SPECT ON: RECHECK: Comments and/or diagram Soil T a o la Type o a. unici ll Water Waterlines ara ion distance ft. es--(- Well separation distance ft. Other wells: ft. Abso tion Field: Total length ft. Length of each trench 'cl ft. Depth of trenches ft. Size of Stone 2 Seepage Pits: Number Size: x Stone Size- Piping Size Type Building to tank 14 c? jt- Tank to Distribution Box N k Distribution Box tofield/ it. J QEQ O enin Seale artial End Cape Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Sid Middle Front Middle Rear System Use Status: roved P ial roved and needs to be re-inspected,please call the Building&Codes Office is roved Last revised 1/6/05 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: a m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: P6 NAME: O L�A T-F-- PERMIT#: A LOCATION: 12—E)Sesktts�- INSPECT ON: 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. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing y Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing mil poly for wet areas under slab _ ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Repoit.doc January 28,2003 Foundation Inspection Report P p Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p / D/epart•Ae' am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials. )V NAME: PERMIT#: O,S—� LOCATION: INSPECT ON: TYPE OF STRUCTUR : Comments 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 Foundation Dampproofing T 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. LASueHen ingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: (O a 6 Queensbury Building &Code Enforcement Arrive: am/ Depart: 1 ar Vpm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. NAME: CL-wo — Pei PERMIT#: 2aQS- Z_ LOCATION: I L9 .�5- -��-} _ INSPECT ON: TYPE OF STRUCTURE: Comments _ � Y N N/A King /7+�1l Piers 6"1 (: T Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement I of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place T 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:\SueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 i Permit Number RFScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 Data filename: Untitled.rck COUNTY: Warren STATE: New York HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric RECEIVED` WINDOW/WALL RATIO: 0.10 DATE: 05/04/05 MAY 4 H 05 DATE OF PLANS: 5/4/2005 TOWN OF QUEENSBUR`f PROJECT DESCRIPTION: BUILDING AND CODE 12 Eisenhower Ave Queensbury, NY 12804 DESIGNER/CONTRACTOR: Clute Enterprises Inc. 13 Dawn Road Queensbury, NY 12804 COMPLIANCE: Passes Maximum UA= 354 Your Home UA= 305 13.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1168 30.0 0.0 41 Wall 1: Wood Frame, 16" o.c. 1476 19.0 0.0 74 Window 1: Vinyl Frame:Double Pane 163 0.490 80 Door 1: Solid 40 0.230 9 Door 2: Glass 40 0.490 20 Wall 2: Wood Frame, 24" o .c. 512 19.0 0.0 30 Basement Wall 1: Solid Concrete or Masonry 656 11.0 0.0 51 Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' Furnace 1: Forced Hot Air, 90 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Processional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Date r� RFScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 DATE: 05/04/05 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 24" o .c., R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 4.0' ht/3.0' bg/4.0' insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane, U-factor. 0.490 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid, U-factor: 0.230 Comments: [ ] 2. Door 2: Glass, U-factor: 0.490 Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] ( Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturers installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] ( Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and scams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting noncombustible fireplace doors. [ ] ( Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions ofthe Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pie Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) U to o 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pil2e Sizes Pining System Types Range 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low PressureJTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Stearn Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) 4 , t f e s � f k � Y A c RECE V E a imaY w ?«05 TOWN OF QUOENSBURY 1to�# BUILDING A( 0 CODE c r r t4sea " v' - - DESIGN LOAD CRITERIA .NOTES: � GE NERAL NOTES: DESIGNERS NOTES- CA FOR BEDROOMS AND HABITABLE SPACE REQUIRED AS FOLLOWS: DO NOT SCALE THESE DRAWINGS, THEY MAY NOT BE TO AN EXACT SCALE, LOADS USED IN THE DESIGN Of THE STRUCTURE 1 ALL EMERGENCY ESCAPE 1. GROUND SNOW LOAD OF 70 PSF O� =�--- - CLEAR OPENING OF 5.7 SQ.FT. ABOVE OR BELOW GRADE LEVEL USE ONLY DIMENSIONS GIVEN. A 2. WIND LOAD OF 90 MPH Q� - .FT. AT GRADE LEVEL * CONCEPTS & DESIGNS WILL NOT BE RESPONSIBLE FOR ANY STRUCTURAL DEFECTS _ �Q A CLEAR OPENING OF 5.0"SQ 3. 2N0 FLOOR LOADING 40 LBS PER/SQ.FT. - A MINIMUM HEIGHT OF 24 FROM THE FAILURE TO FOLLOW PLANS AND DETAILS. - LIVE LOAD: 30 LBS PER/SQ.FT. BALUSTERS MUST BE NO MORE - A MINIMUM WIDTH OF 20 DIMENSIONAL MATERIALS & FRAMING NOTES: - DEAD LOAD: 10 LBS PER/SQ.FT. � ' CODE AT THE FOLLOWING LOCATIONS: - T � THAN 4 BETWEEN BALUSTERS OR �� I 2) SAFETY GLAZING REQUIRED BY - ALL DIMENSIONS SHOWN ARE FROM FRAME TO FRAME. 4.) 1ST FLOOR LOADING 50 LBS PER/SQ.F - EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ.F.T _ OTHERWISE NOTED. - LIVE LOAD: 40 LBS PER SQ.FT. �� HORIZONTAL RAILS. z - SS THAN 18" ABOVE THE FLOOR All EXTERIOR WALLS ARE 2z6 OR 5.1/2 UNLESS HER - / (4 SPHERE SHOULD BE UNABLE BOTTOM EDGE LE - ALL INTERIOR WALLS ARE 2x4 OR 3.1 2" UNLESS OTHERWISE NOTED. DEAD LOAD: 10 LBS PER/SQ.FT. o - ONE OR MORE WALKING SURFACES WITH IN 36 HORIZONTALLY OF THE GLAZING TO PASS THROUGH OPENING) i--- - THE EDGE GREATER THAN 36" ABOVE THE FLOOR - ALL EXT.HEADERS 3-2x10 S.P.F.UNLESS OTHERWISE NOTED. b - ALL TNT. HEADERS 2-2x10 S.P.F.UNLESS OTHERWISE NOTED. � - GLAZING WITHIN 60n OF A POOL OR SPA - ALL OPENINGS LARGER THAN 6'-0" WILL HAVE DOUBLE JACK STUDS. -� - GLAZING ADJOININGS STAIRS WITHIN 60 OF THE BOTTOM TREAD - ALL DIMENSIONAL MATERIALS ARE SPF12 OR BETTER. �. w 3) N.Y. STATE ENERGY CODE COMPLIANCE PROGRAM: x SSING COMPLIANCE F=m� I - THIS BUILDING DESIGN HAS BEEN ENTERED IN THE RESIDENTAL MEC_CHECK SOFTWARE PROGRAM AND A PA FORM AND INSPECTORS.CHECKLIST HAVE BEEN SUBMITTED WITH THE PERMIT APPLICATION. CXD � 4 SEE FOUNDATION PLAN AND DETAIL SHEET FOR DAMPROOFING, WATERPROOFING & FOUNDATION WALL REQUIREMENTS. w " ' FOUNDATION REQUIRED PER CODE. � 5) GRADE AROUND FOUNDATION MUST DROP 6 IN 10 PITCHING AWAY FROM F 6 A LANDING MUST BE PROVIDED ON EACH SIDE OF AN EXTERIOR DOOR AT A MIN, 36"wX 36"h (SEE DETAIL THIS SHEET) 6 " SPHERE UNABLE TO w " PASS THROUGH OPENING � 1) PROVIDE AT ALL EAVES ICE AND WATER SHEILD 0 MIN. 24 HORIZONTALLY FROM INSIDE EXTERIOR WALL REQUIRED BY CODE WITH INSPECTION PRIOR TO SHINGLING. NOTES: co 8) STAIRWAY REQUIREMENTS: ENTS - GUARDRAILS CANNOT CONSIST OF HORIZONTAL - A 6-8 MIN. HEADROOM CLEARANCE REQUIRED FOR ALL STAIRS PER CODE NATURAL LIGHT, VENTILATION & EMERGENCY EGRESS RE QUIREM _ OF 36 PER CODE REMARKS RAILS OR ANY ORNAMENTAL PATTERN THAT CREATES � n �- Q - ALL STAIRWAYS HAVE A MIN. REQUIRED WIDTH REQ. LIGHT ACTUAL REQ. VENT ACTUAL SQ/FT - SEE PLANS & SECTIONS FOR RISE & RUNS AND ANY DETAILS REGARDING STAIRS HAB. Roots A LADDER EFFECT ROOM AREA 8% OF ROOM LIGHT 4% OF ROOM VENT OPENING FOR - STAIRWELL WINDER TREADS REQUIRE A MIN. DEPTH OF 6 " " IN SQ/FT AREA SQ/FT AREA SQ/FT EGRESS ALL HANDRAILS TO BE CONTINUOUS FOR FULL LENGTH a� I o I� - OPEN RISERS NO LONGER ALLOWED FOR STAIRS OVER 30 IN HEIGHT UNLESS 15 4 OR LESS 17.44 23.16 8.76 11.96 5.98 OF STAIRS TERMINATING AT WALL OR NEWEL POST, ! • • - SPIRAL STAIRS ARE NOT ALLOWED TO BE THE ONLY MEANS OF EXIT FROM A STORY. 101 219 101 132 10.56 23.16 5.28 11.96 5.98 HANDRAIL TO BE 1.1/4"MIN./2" MAX. W/SMOOTH SURFACE m L REQUIREMENTS: 102 144 11.52 23.16 5.76 11.96 5. ' ' 9) HANDRAIL 98 Q WiNO.SHARP EDGES �� � w z - HANDRAILS REQUIRED ON ALL STAIRS OF TWO OR MORE RISERS w IF OPEN AND RISE ARE MORE THAN 30" w Q Q HANDRAILS REQUIRED ON BOTH SIDES _ AILS MUST BE BETWEEN 34" AND 38" IN HEIGHT AND MUST TERMINATE AT WALLS v HANDRAILS NOTES: �� �- �' I n I _ STEP TO TOP STEP HANDRAIL DETAIL AND HANDRAILS MUST BE CONTINUOUS FROM BOTTOM - SEE CROSS SECTION FOR ANY OTHER DETAILS ON HANDRAILS. 10) GUARDRAIL REQUIREMENTS: - REQUIRED ON All SURFACES WHICH ARE RAISED MORE THAN 30" ABOVE OR BELOW GRADE. NOTICE - GUARDRAIL MINIMUM HEIGHT OF 36 FOR LANDINGS, PORCHES AND DECKS. - GUARDRAIL MINIMUM HEIGHT FOR STAIRS 3e AND NO MORE THAN 6" ON STAIRS WiIERF_ KRAFT PAPER INSULATION MUST 8E RISER TREAD AND BOTTOM RAIL MEET (EX. A 6" BALL SHOULD NOT BE ABLE TO PASS THROUGH) WINDOW & DOOR SCHEDULE _ DESCRIPTIONS COVERED BY NON-COMBUST18LE BARRIER - GUARDRAILS NO MORE THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAILS QTY. CALL # WINDOW MODEL # R.O. R.O. CLEAR OPG. CODE ACTUAL GLASS U FACTOR E URER WIDTH HEIGHT EGRESS EGRESS SQ.FT. NOTICE - GUARDRAILS REQUIRED ON BASEMENT STAIRS. MANUFACTURER _ 36 10-2 75.3 8" 61" 5.98 SQ.FT. 24"MIN. 25.1/2" 23.16 .47 DOUBLE HUNG SMOKE DETECTORS ARE REQUIRED IN BEDROOMS, 11) ALL HALLWAYS MUST BE A MIN. WIDTH OF 3 1 MODERN VIEW 304 / ADJACENT TO BEDROOMS,AND ON EACH FLOOR LEVEL 2 2 30210-2 75.5/8" 37" 5.98 SQ.FT. 24"MIN. 25.1/2" 12.74 .47 =, INCLUDING CELLAR OR BASEMENT. ALL SMOKE 12 SMOKE DETECTOR REQUIREMENTS: 1 3 2832 34 41 2.75 SQ.FT. 13.1/2 6.32 .47 DETECTORS SHALL BE INTERCONNECTED ON ALL LEVELS. _ WIRED W BATTERY BACKUP 2 4 2632 32�� 41'�� 2.75 SQ.FT. 13.1/2" 5.85 .47 1-TEMPERED ALL SMOKE DETECTORS MUST BE BATTERY BACKUP. t� SMOKE DETECTORS MUST BE HARD / 5 OCT24 24 24 N/A SQ.FT. N/A 3.75 .47 OCT VENTING CARBON MONOXIDE DETECTOR REQUIRED OUTSIDE +' - SMOKE DETECTOR ON EVERY LEVEL INCLUDING BASEMENTS AND CELLARS. 1 » __ �_ LOWEST SLEEPING LEVEL. G AREA IN THE .1 2" $1.3 4" 20 5Q.FT. - - - .069 BENCHMARK �_ � - SMOKE DETECTORS IN EVERY BEDROOM AND OUTSIDE OF EACH SLEEPING 1 A 6-PANEL 52 / / _ d- tit TE VACINITY OF THE BEDROOMS. 1 B FIRE DR 36.3/4:: 80.3/4;' 20 SQ.FT. _ - _ .069 BENCHMARK �.� � cc IMMEDIATE .069 BENCHMARK FIRE SEPERATION CODES: 1 C 9-CITE 34.3/8 81.3/4 20 SQ.FT. - - _ 069 BENCHMARK ( j-�� � rn � 13) GARAGE1 p 9-LITE 38�3/8" 81.,3/4" 20 SQ.FT. " TYPE'X" FIRED RATED GYPSUM WILL BROAD 0 S .FT. - - 40 .47 MODERN VIEW IDIOTIC 9 � .� I - THE DWELLING GARAGE SEPERATION CODES REQUIRE 5/8 ENTIRE GARAGE CEILIG W 0 PENETRATIONS 1 E 6068oX 72 80 2 Q ERECEIVE e ON BOTH SIDES 4F THE WAIL ADDRESSING THE DWELLING UNIT AND THE E /N F� � ' ` 1^"'l'LATION MUST BE COVER •r-r � � 4 HOUR FlRE RATED AND ASSEMBLY UNIT. MUTE THERMAL BARRIER MAY B 4 2005 Q z - THE DOOR WHICH SEPERATES THE DWELLING AND GARAGE MUST BE OF MIN. 3/ ,� 14 FIRE STOPPING REQUIREMENTS: MINIMUMto FIXTURE CLEARANCES �� � �. - FIBERGLASS INSULATION MAY BE USED IF IT FILLS THE WIDTH OF THE CAVITY AND EXTENDS A MINIMUM 16" FROM THE TOP OR BOTTOM PLATE . �� " � �' � ^� � - FIRE STOPPING REQUIRED 10' VERTICAL AND HORIZONTAL. SHO WER � � � 0 - ALL PENETRATIONS MUST BE STUFFED OR SEALED, FIBERGLASS INSULATION IS ALLOWED BUILDING& i 15" 4" MIN. 4" MIN. 2" tuvuN. 15" MIN. 15" MIN. RE tr t� 15) NOTCHING AND DRILLING FOR EXTERIOR AND LOAD BEARING WALLS: MIN DATE - LOAD BEARING WALLS CUT MORE THAN 50% MUST BE SECURED BY METAL TIE .054 THICK BY 1.1/2" WIDE WITH (8) 16D NAILS EACH SIDE EXCEPT EXTERIOR WALLS COVERED WITH PLYW00 �� GQ - GREATER THAN 1.1 2" REQUIRES DOUBLE STUDS Z4» CLEARANCE IN HOLES / DEPTH. R F OPENING NOTCHES NO MORE THAN 35% OF STUD DE _ FRONT 0 I . P N N O F , C s AW: 16) PLUMBING TESTING : ALL DRAINS, VENTS, AND SUPPLY PIPING MUST BE TESTED TO THErOLIOW�IG CRITERIA: ENGINEER ST - WATER HEAD TEST 10' ABOVE HIGHEST CONNECTION - 5 PSI FOR 15 MINUTES N G AND VENTILATION DUCTS MUST BE SECURED AND SEALED IN ACCORDANCE WITHNYS ENERGY CODE. ' 21" MIN.CLEARANCE xc) S-�Ell 17) HEATING z M < 9 LAVATORIES n n " OR A REA�YACCESS1BLE AREA. SEE PLAN FOR LOCATION RECEIVED 18) BUILDER MUSTPROVIDE A 30 z 22 z 30 H ATTIC ACCESS IN A HALLWAY _ 21" MIN.CLEARANCE MAY 0 4 2005 19) COMBUSTION AIR REQUIREMENTS: INSTALLER MUST CERTIY BASEMENT OR ROOM N @ WC AND TUBS TOWN OF OUEENSBURY MWN. OWN OF QUEENSBURY BUILDING GEPAR N - IF THERE IS NO COMBUSTION AIR SUPPLIED TO GAS APPLIANCES, I BUILDING AND CODE Based on our limited examination, COMBUSTION AIR PER CODE AT FINAL INSPECTION compliance with our comments shall HAS PROPER AMOUNT OF COMBnot bye construed as indicating the DATE: 10/25/04 24Nplans and specifications are in full compliance with the Building Codes SHEET#: 20 THE STREET ADDRESS MUST BE POSTED ON BUILDING AND/OR VISIBLE FROM THE STREE. of New York State. IF LONG DRIV EWAY ADDRESS MUST BE POSTED ON MAILBOX OR POST AT THE ENTRANCE c P TO THE DRIVEWAY ON THE SAME SIDE OF THE STREET. 28' 0" 0 14' 0" 14' p„ 20' 0" ROOF: RIDGE VENT 4' p„ MAIN ROOF: 16' 0" (N.Y. STATE CERTIFIED ROOF TRUSSES ® 24"O.C.) �-� cn CANT. (SEE MANUFACTURERS CERTIFIED DRAWING FOR DETAILS ROOF TRUSSES ® 24" O.C.W/1/2"OSB SHEATHING, 1/2' GYPSUM WALL, 12 25#R ELT PAPER, ICE 8c WATER SHIELD (AT EAVE & VALLEYS ONLY), 5 SHINGLES, PROPER VENT 0 EAVES ONLY & RIDGE VENT. (SEE OWNER FOR COLOR z 24' TRUSS a EAVE & RAKE: O 24" O.C. 2x6 SUBFASCIA W/ALUM. FASCIA, DRIP EDGE & VINYL SOFFIT VENT CZ_~ EAVE & RAKE OVERHANG= 12 =J� �-- RIDGE VENT ICE AND WATER SHEILD REQUIRED AT ALL EAVES MIN. 24" HORIZ 5 8" TYPED (TYP.) GYPSUM 12 FROM INSDIE OF EXTERIOR WALL AND SHALL BE INSPECTED U B OA 5 � HALF 1st FLOOR WALLS: Ld ' BATH WALL 3-1.3/4"x11.7/8" HALL RAIL LVL HEADER 2x6 OR 5.1/2 EXTERIOR WALLS 0 16"O.C. W/7/16" OSB SHEATHING, 5.1/2" 0° 1/2" GYPSUM WALL BRD., TYVEK VAPOR BARRIER 4 T,W.VINYL SIDING 12' 0-1/2" 4' 6-1/2" 2' 1" & CRNR.BRDS. ol TRUSSES CANTILEVERED V24 O.SCISSOR (SEE OWNER FOR COLOR)C. W I- 1 5/8" GYPSUM WALL BRD.® 1st FLOOR: `C CEILING ac 1/2" GYPSUM WALL co � MICR3/4"x 11.7/8 LVL •••r..t BRD. ® WALLS k 2x10 FLOOR JOISTS 0 16"O.C. W 3 " MAIN STAIRS FOYER GLUED & SCREWED. / /4 T&G OSB PLYWOOD SHEATHING OLAM •••t 3' 6" 6 RISERS 77.3/8" W 4' 0" O0 2x6 WALL CONST. 5 TREADS ® 9" 15' 1" 5.1/2" "' _ 16" O.C. (TYP.) RAIL '••? 2/1.1/8" NOSING BASEMENTry � 2nd TO 1st: 51.5 8" FLOOR WALLS: ¢ � UNFINISHED ,... � 2x4 OR 3.1/2" EXTERIOR WALLS 24"O.C. W 3.1 � BASEMENT UNPAGED INSULATION W / /2 0 - • UPPER STAIRS 1D" /PLASTIC ,-_. 0 14' 0" 31.5` 3.1/2` 10' 7-1/2" 7 RISERS ® 7.15/16 --- CRAWL SPACE 4-' i 2x4 WALL CONST. ,�, 6 TREADS 9 2x4 FRAMING ® 24"O,C. �--- z ® 16 O.C. (TYP.) SLAB 6 NOSING W/UNFACED 3.1/2" Rtt FOUIOTDATI01lT: =_ (� Q SLAB TO 1st: 55.1/2 INSULATION W/PLASTIC 8" CONCRETE WALL W 2x6 P.T. / .T. SILL PLATE & SILL SEAL _ • LOWER T.O.W„ 4'-0" co cn BASEMENT 16 x8 CONT�� CONC. FTG. 0 4 CONC. SLAB T.O.F.= 0 -0 SEE FOUNDATION DETAILS ON SHEET "D-1" , , m Lu INSULATION: .� AS FOLLOWS: __j ---' < � � N.Y. STATE RE UIRES �.- v? - FLAT CEILING: 12" KRAFT INSULATION R-38 W/PROPER VENT - SLOPING CEILING: 8" KRAFT FACE R-30 W/ PROPER VENT - EXTERIOR WALLS: 6" KRAFT INSULATION R-19 P P - FOUNDATION WALLS: UNFACED 3.1/2" R-11 CT? OSS SECTION -P P i� PP XXISECTIONNOTE. THE FOLLOWING PL ANS LANS MEET T ENERGY CONVERSATION CODE. HE NEW YORK STATE C'DOSS ?DESIGN LOAD CRITRIA D SNOW LOAD 70 LBS. PER/SQ.FT. BASED ON 90 MPH RATING ROOF LOADING: 70 LBS. PER/SQ.FT. 22' a` TOP CHORD LIVE LOAD: 50 LBS. PER/SQ.FT. TOP CHORD DEAD LOAD: 10 LBS. PER/SQ.FT. -p 11, 00 ti' o" BOTTOM CHORD DEAD LOAD: 10 LBS. PER/SQ.FT. FLOOR LOADING: 2ND FLOOR VENT-A-R{DGE ROOF: 50 LBS. PER/SQ.FT. 9 as "t - LIVE LOAD: 40 LBS. PER/SQ.FT. CQ co MAIN ROOF, - DEAD LOAD: 10 LBS. PER/SQ.FT. �12 N Y. STATE CERTIFIED ROOF TRUSSES ® 24"O.C.) I SEE MANUFACTURERS CERTIFIED DRAWING FOR DETAILS FLOOR LOADING: 1ST FLOOR �••+26.6 6 ROOF TRUSSES ® 24 O.C.W/1/2 OSB SHEATHING, 1/2 GYPSUM WALL BRD., 50 LBS. PER/SQ.FT, �.�15# FELT PAPER, ICE & WATER SHIELD (AT EAVE & VALLEYS ONLY), - LIVE LOAD: 40 LBS. PER/SQ.FT. to 25YR. ARCHITECTURAL SHINGLES, - DEAD LOAD: 10 LBS. PER/SQ. �-� Q� o ROOF TRUSSES PROPER VENT ® EAVES ONLY A �� ® 24`O.C. & RIDGE VENT. (SEE OWNER FOR COLOR) EAVE & RAKE: ro v 5/8" GYPSUM WALLBRD.A � •� � v CEILING & 5/8« GYFUM WALL 2x6 SUBFASCIA W/ALUM. FASCIA, DRIP EDGE & VINYL SOFFIT VENT 2— .3/4"xt4" MICROLAM BRD. ® WALLS EAVE & RAKE OVERHANG= 12" o HE DER ICE AND WATER SHEILD REQUIRED AT ALL EAVES MIN. 24" HORIZ FROM INSDIE OF EXTERIOR WALL AND SHALL BE INSPECTED GARAGE 4 WALLS: m 3.1/2" 31/2` 2x4„OR 3.1/2" EXTERIOR WALLS ® 16"O.C. W/7/16'„ OSB SHEATHING, --� 1/2 GYPSUM WALL BRD., TYVEK VAPOR BARRIER 4 T,WNINY' SIDING & CORNER BRDS. PITCH SLAB 1/80 PER/FT (SEE OWNER FOR COLOR) 4 CONC• FOUNDATION: _ _ ENGINEERS STAMP: 8" CONCRETE"WALL W/2x6 P.T. SILL PLATE & SILL SEAL T.O.W.= 8'-0" 16"x8" CONT. CONC, FTG. T.O.F.= 4'-0" SEE FOUNDATION DETAILS ON SHEET "D-1" C 'DONJDD rP P JOB# 002'704 DATE:10/22/04 SHEET# 0 i a5 � 12 � z ITT] .11JULL11 D cf) -41 IREAR ELEVATION � ► o so"x22" ATTIC ACCESS r- � � W 1771 J Q ; Q i LEFT ELEVATION IDIGHT ELEVATION � b � V..q Wo 0 ,0 a.� ENGINEERS STAMP: RHJI I 13 1= C3 1= 0 1= E313 C3 1= 0 C3.�-� 030203 F, n �1 �7 T ELEVATIO N ATE:JOB#�03/05/03 SHEET#: EL...,E-V l i In NOTE: 12" SONO-TUBE CDNC, FILLED 58 0 tip m I c� ® MIN. 48" BELOW GRADE W/ 24" •� N Z BIGFOOT FOOTING (TYP.) << O 28' 0" 30' 0" U 1' Off6' 0" 61 0" ` W � 1' 0" 0 A � 1 � � I o 11' 1_1/2" 2' 11' 15' 11-1/2"ol W 10 - M.O. Q ----------------------------------------------- -------- -� W { IK I ---------------- -------------------- ----------� I --I 8" POURED CONC. WALL I I I W 00 I 1-- 16 x8 CONT. 2ONC. FTG. I I I I 1 W/2-#4 CONT. REBAR >: I I • (T.O.F.= 0 0 )(TYP.) ►� � I �' _. I � I __ II i L---------- --------------------------------------------------- I jd- I I 0 i �-- I I I I u- I m --- + I (T.O.S.= N-8") I I I i 16"x8" CONT. i i i i i W W Z I I � I NOTE: SHADED AREA INDICATES I I I -I I I CONC. FTG. �i CRAWL SPACE j 1 PWALL OURED OP OVERD 8 W/4 SLAB U i < I e CONC. SLAB I (T.O.S.= 0' 4 ) I ZK I HALF BASEMENT j 4" CONC. SLAB j j j I j I o I d- (T.O.S.= 0'-4») I I I I I I GARAGE o I I I I I I g w 4" CONC.SLAB I I 1 I I I I I 1 C4 I I I _ I N I j 8" CONC. WALL j 8" CONC.POURED WALL I I (T.O.W.= 4' 0 ) I I I I 16 x8 CONT.CONC.FTG. I I I I I I I I I I I 16"x$" CONT.0 NC.FTG. I t 1 0 1 1 0 1 I I W/2-#4 CONT.REEIAR I I W/2-#4 CONT. REBAR I I I I I I I I (T.O.F.= 0'-0")(TYP.) t (T.O.F.= 4'-0")(TYP.) I II L- ---------- I I I I I NOTE: SHADED AREA INDICATES I I I 14' 0" 33.25" 11' 2-3/4" I I-------------------I I �� U) I I I UNEXCAVAT13D 1 I WALL DROPPED 11" W/4" SLAB I POURED OVER j 8" POURED CONC. WALL I j (T.O.S= 4'-4") I M (T.O.W.= 4'-0") I L------------------I I----------- --••(T sal=5"1----- -----------� 1 I 16"x8" CONT.CONC.FTG. I a, W/2-#4 CONT.REBAR I I _ (T.O.F.= V-0")(TYP.) I r------------------ -------------------------------------------� I I � c\j co CD I I I ter' L------------------------------------------------------------ Z �- N OTES: * DO NOT SCALE THESE DRAWINGS, THEY MAY NOT BE u TO AN EXACT SCALE, USE ONLY DIMENSIONS GIVEN. ,0 s~ 11' 9-1/4" 16' 3" M.O. 23.5" * FOUNDATION DAMP PROOFING, BITUMINOUS TAR DAMP PROOFING � 0 IS ALLOWED, TAR MUST BE DRY AT TIME OF INSPECTION BEFORE cr a 28' 0" 9' 9-1/2" 20' 2-1/2„ BACKFIIL BEGINS AS PER NY STATE RESIDENTAL CODE * BUILDER SHOULD VERIFY ALL DIMENSIONS BEFORE 58' 0" PROCEEDING WITH ANY WORK AND SHALL NOTIFY DESIGNS Ar PLUS OF ANY PROBLEMS OR DISCREPANCIES BEFORE ANY WORK IS PERFORMED. ENGINEERS STAMP: * MINIMUM SOIL BEARING PRESSURE - 3000 PSF Q N� m * CONCRETE FOR FOOTINGS AND WALLS SHALL BE 3500 PSI„ COMPRESSIVE STRENGTH W/5 SLUMP FOR FOOTINGS AND 6 SLUMP FOR FOUNDATION WALLS. NOTE: THE BUILDING DESIGN PRESENTED ON THESE DRAWINGS HAS BEEN DEVELOPED WITH CARE IN ACCORD WITH THE DESIGN CRITERIA SHOWN HEREON. IN AS MUCH AS CLIMATIC SOILS AND JOB# 030203 GROUND WATER CONDITIONS VARY WIDELY. WE RECOMMEND THAT DATE: 10/22/04 A LICENSED DESIGN PROFESSIONAL BE CONSULTED IN THE EVENT SHEET#: THAT SPECIFIC SITE CONDITIONS OR LOCAL BUILDING CODES SUGGEST OR REQUIRE A MODIFICATION TO THESE PLANS. FND - P 0 Q m N 28' 0" 30' 0" m 14' 0" 14' 0" 1' 0" 6' 0" 6' 0" 1' 0" z O 0 PT.�I.}�}i -2 8 P.L...:�'�.}a a GIRDER" RDR O LLI O N LLJ O Q 006 C) 4. LLI 14' 0" 14' 0" O 2x10_FLR JSTS ® 16"oC W j o Q z <c 3-1.3/4"x11.7/8" DROPPED [ill, = 4 ' ME GIRDER W/3" DIA. STEEL - � • 1 FLANGE CAP (TYP.) I —1 ------- ----- ------------------------------, t 2x10 FLR JSTS 016"OC LLJ J � iNOTE: SHADED AREA j j ' <C Q �\ 7 INDICATES ACCESS t t � 11" TO CRAWL SPACE I I (1) C,� � � I I ' O SMOKE DETECTOR j I ' o O CARBON MONOXIDE CRAWL CLO M SPACE 26 GARAGE ' o t i ' N c N t t I � �• �!..*2 DN WO FLR JSTS 0 16'OC I i ..�rrr�rr�srr�rr�rr�.rr�r rrr�r ' t , t t t ( 1 I , t 14' 0" 31.1/2" 11' 4-1/201 r------------------i t I I PORCH CV t t UNFINISHED BASEMENT � ' :— -------------------- -------------------------------------- ' stJ CQ CC) ' ................................. ....... 2' CANTILEVER �� .. ............................................................ ....................._ ...... 7$ 0„ 14' 0" 7' 0„ 9' 9-1/2" 20' 2-1/2 p-o 0 301 Off 01 38' 0" ENGINEERS STAMP: Q DVI) m )VI) JOB#: 092704 DATE: 09/30/04 SHEET#: BASE — Pi 0 r- N m 58' 0" m 28' 0" 30' 0" o, 7' 0" 21$ 0» 22" 5' 2p, 5' 11_1/2„ 1 7, 0-1/2„ z o 14' 0" U w a DECK 0 w a w Ory 5.1/20 jI 27 5.1/2 0CD N7 DINING ROOM 0 - z -� w I co Q �- II mi LIVING ROOM M _ o -4- _• OD 4 O J Q 3 KITCHEN w 2s w w z 7' 10-1/2" U CL' -- cn a ZL ...i... ..... ..� • 0•. C 36M KNEEWALL 3 N .... .. ....... S_1 •••........... o DN N X a GARAGEcn o = ►'� _ • o cc> ID S.D.10 D 'n o 8 I� C.O. 6� 4" N TEMPERED 4' 4-1/2" 1.-'2'*8.5* :2 6 N '~' �. ............................................................ o ....... , 26 O S.D. © N O C.O. 22, i w 4' 6" 3' _1/2w A O 0 i Q S.D. 276 - O C.O. iv :ATTIC�� O 'ACCESS " 30"x22w . 19 3" 3.1/2" O PORCH S.D. T � � O C.O. 16'x7' O.H. DOOR . \ ,ww�wrwww�w�www�wr wrwrwrww.�wrwrw � 'n BEDROOM BEDROOIV., 2-1.3/4"x 14" MICROLAM BEAM N Vim,✓ 4- to o a® i m i m c ' � q 5.1/2" 12' 0-1/2" 2 1w 2' 1" 10' 0" 5.1/2w ''� dz uj �, . . Q •� a o 7' 0» 14' 0" 70 Opp 7» 41 9" 2' 8" 10' 0" 10' 0" 28' 0" 10' 20' 0" 10 58' 0" ENGINEERS STAMP: Q vD m v� JOB#: 092704 DATE: 09/30/04 SHEET#: 2x6EXT. WALL CONST. W/ m 1/2"0SB SHTH, & P.T. BOTTOM PLATE GARAGE 5/8"x16" ANCHOR BOLTS @ 48"O.C. NOTE: FINISH GRADE 8" MIN. BELOW T,O.W. & GRADE MUST DROP i FIELD APPLIED GIRDER BLOCKING 60 IN 10 AWAY FROM STRUCTURE AS PER CODE ( z AS REQUIRED i 8" POURED CONCRETE WALL n o RPOVIDE BITUMINOUS TAR DAMP PROOFING IS cl:f ► ALLOWED BUT MUST BE DRY FOR INSPECTION ► c, H �'" BEFORE BACKFILL BEGINS w o 2 2 G 11f EXPANSION SANDY SOIL BACK FILL ADDRESSING a, BASEMENT w ANT FOUNDATION WALL AS REQUIRED co _ - o i ------------- r- r- - 00 FOUNDATION WALL 2x4 WALL CONSTRUCTION 24"O.C. W/3.1/2" F.G. oO W = WALL WIDTH co INSUL. & 1/20 GYPSUM WALL BRD. LAJ H = WALL HIEGHT 0 0 MINUS 2 0 4" REINF.CONC. SLAB FLOOR W/6z6 6/6/WWF G = GIRDER WIDTH +2 4" s�� 4" 0 1" MIN.BELOW SURFACE 1611 (REINFORCING AS REQUIRED BY STATE CODE) w BEAD PKT e DETA I L ck� 16"Af CONT.CONCRETE FTG. W/2-14 CONT.REBARS T.o.s.= T.O.F. TOP OF FTG. 0-0 i O.S. ) ,- " T.O.F.= 0'--0" - T.O.�. TOP OF SLAB) 0� 4" � o �. - w T.O.W, TOP OF WALL 8-0 _-__�--_—_N-- � z 6" COMPACTED GRAVEL W/ 6MIL POLY. VABPOR BARRIER 00 ► . , m SECT ION W J cQ SCALE = NONE C3 SECT ION �FND-P cn o FND-P SCALE = NONE 20 EXT.WALL CONST.W/ 2x6 P.T.SILL PLATE W/SILL SEAL 1/2"OSB SHTH.&P.T.BOTTOM PLATE 5/god" ANCHOR BOLTS 0 48"O.C. PITCH FLR. 1/8'?/FT. 5/8"x 16"ANCHOR BOLTS a 4810.C. 11 iNOS #4 1s11BELOW SURFACE 90� •24'b.0. FINISH GRADE 8" MIN. BELOW T.O.W. & GRADE MUST DROP 4 T.O.S:7 4" REBAR (RE INFORC ING AS REQU IRED BY STATE CODE) 6" IN 10' AWAY FROM STRUCTURE AS PER CODE arl F IN ISH GRADE 8"M IN.BELOW T.0.W.&GRADE MUST 8" POURED CONCRETE WALL DROP 611 IN 10 1 AWAY FROM STRUCTURE AS PER CODE 2 ' 0" 8"POURED CONCRETE FROST WALL RPOVIDE BITUMINOUS TAR DAMP PROOFING IS ALLOWED BUT MUST BE DRY FOR INSPECTION r BEFORE BACKFILL BEGINS c cq to PROVIDE BITUMINOUS TAR DAMP PROOFING IS co �p d- ALLOWED BUT MUST BE DRY FOR INSPECTION oo BASEMENT SANDY SOIL BACK ALL ADDRESSING o cq rr BEFORE BACKF ILL BEG INS FOUNDATION WALL AS REQUIRED u SANDY SO IL BACK F ILL ADDRESS ING CONSTRUCTION 24"O.C. W 1 2" F.G. � Z 2z4 WALL CO r' FOUNDAT ION WALL AS REQU I RED .,� �,..� INSUI. & 1/2" /3. /GYPSUM WALL BRD. 2"R IG ID EPS FOUND. INSULATION ION 4"2x4 KEY WAY REINF.CONC. SLAB FLOOR W/6x6 6/6/WWF 00 @ 1" .` - MIN.BELOW SURFACE CONC.F ILLET (REINFORCING AS REQUIRED BY STATE CODE) Fo o 4" " " 16"x8"CONT.CONCRETE FT .W/2-#4 CONT.REBARS � c' � 8 4 T.0.W. TOP of WALL 4 '-4" 1/2" EXPANSION JOINT 0 a 16" T.O.F. TOP OF FTG.) 0 '-O" G4 20 KEY WAY 6"COMPACTED GRAVEL W/ 00 r 1 CONC. FILLET 6MIL POLY.VABPOR BARRIER o 16"xB" CONT.CONCRETE FTG. W/2-14 CONT.REBARS ENGINEERS STAMP: ic� 4" 8" 4' T.O.F. TOP OF FTG.) 0 011 " T.O.S, TOP OF SLAB) 0 SECT ! ON !4 1611T.O.W. TOP OF WALL) 8-0" 2 6" COMPACTED GRAVEL W/ FND—P SCALE = NONE 6MIL POLY. VABPOR BARRIER DATE: 10/22/04 SECT ION SHEET#: VND-P SCALE = NONE 1