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2003-393 f` TOWN OF 'QUEENSBURY 742 Bay Road,QueensbmT,NY 12804-5902 (518)761-8201 Community Development Building&Codes (518)761-8256 - CERTIFICATE OF OCCUPANCY Permit Number; P20030393 Date Issued: . Wed.nesday,December 28,2005 yThis is to-certify that wo"rk requested to be done-as shown by Permit Numbex P20030393 has been completed. Tax Map Number: 523400.302.019=0001-033-000-0000 Location: 92 COOLIDGE Ave Owner: THOMAS'&BERNADINE CLEMENTS Applicant: THOMAS&BERNADINE CLEMENTS This structure may be occupied as a: Residential Addition By order of Town Board TOWN of QUEENSBURX 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&Nde Element 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: P20030393 Application Number: A20030393 Tax Map No: 523400-302-'019-0001-033-000-0000 Permission is hereby granted to: THOMAS & BERNADINE CLEMENTS For property located at: 92 COOLIDGE Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plat plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and-the Queensbury Zoning Ordinance. ; Tyke of Construction Value Owner Address: THOMAS &BERNADINE CLEME- Residential Addition $18,000.00 92 COOLIDGE Ave Total value $18,600.00 QUEENSBURY,NY 12804 Contractor or Builder's Name f Address Electrical Inspection Agency FULLER,DAVID. 10 JEROME LANE 796-5249 MOBILE PHONE SOUTH GLENS FALLS.NY Plans&Specifications 2003-393 81 SQ FT RESIDENTIAL ADDITION AS PER PLOT-PLAN SPECIFICATIONS $75.00 PERMIT PEE PAID THIS PERMIT EXPIRES: Sunday,June 13,2004 (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 T n Queenrpry; i y,June13,2003 SIGNED BYZ-7for the Town of Queensbury. Director of Building Code nforcement Building Permit Application � Town of Quemsbury—Dept of Community Development,742 Bay Road,Queensbury,NY (S t8)761-8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until applicant has received a Fee Paid $ valid building permit. All applicants' spaces on this Rec.Fee Paid - $ application must be completed and must appear on the Reviewed By: application form. Applicant: Two.-i,q s G Owner: Address: 42- coo f-s-4c-0 Address: Q d EEnrs.!ju/l r ,rvY /2.�SaY Phone#( V V) ws- 0 47W Phone#(^) - Property Location: Lot Number: / House Number Cot,-J�oc E Subdivision Name: 9,4*4P.4u2 E5 Tax Map Number: 3o7-• 11—!—3 3 _j e Building: residence /commercial "Estimated Market Value of Construction:$ /S; 060,o 0 AacuRon� residence/ commercial If an Addition,what will use of new addition be? C]" eral n: residence/ commercial 19AWr /eZTGcrj_r,.j 4•8 A o No change to exterior size: residence/com'1 o Other work(describe ) Check OccupancyInformation 1' Floor 2" Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single family dwelling _- o Two family dwelling o Townhouse o Multifamily dwelling #of units o Office o ,. Mercantile n Maaufacturin 0 1 car detached garage JUN ci 2 car detached garage o 3 car detached garage I C VVINIC3 E S 3URY 0 1 car`attached garage o 2 car attached garage o 3 car attached garage o Storage building- commercial" o Storage building- r sidential O What is the propose t of the structure 3 feet p inches Will any second-hand or ungraded lumber be used? If so,for what? H O Type of Heating System: electric/ oil / gas wood /forced hot air I baseboard I other: Number of Fireplaces to be installed Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder 1> ruw Ful—R-f to Tf190eesr t-K, MD0Ve Gc.rf..vS F9+t s 793— 4130 Plumber Mason Electrician. Declaration please sign below after you have carefully read the statement. To the best of my knowledge the statements contained in this application,togethe --with the-plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws-eztainiag to the proposed work shall be complied with,whether specified or noted,and that such work is authorizedby the owner. Further,it is understood that Itwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Du for of Building and des.an.4s Bullt Survey by a licensed surveyor;drawn to scale,showing actual location of all n co truetio Signature: owner,owner's agent,architect,contractor Queensbury Building & Code Enforcement - Residential Final Inspection , Office No. (518)761-8256 20- Arrive:. am/pm Depart:� m/pm Date Inspection request received: (�: Inspector's Initials: V" NAME: w. 'J PEIIiMI► T#: 0 3 1 LOCATION: DATE: TYPE OF STRUCTURE: Comments Yes No N/A 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 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 Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet j 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 Safe lazin /Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, I s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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 Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 1z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glas,Encl sure Final Electrical 'Z11,31 O Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain_,Certific Lion,if required Okay to SLue{C/ or C/0[Temporary/Permanent :V L:\Building&Codes Forms\Building&Codes\lnspection Forms\Residential Final Inspection Form revised 100405.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. Main Office 176 Doe Run Road - Manheim, PA 1145 1 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL 20 Permit Not 75962 N� Cut-in Card��iM/iifffll}!tf#.NII}!}i}}if}44t444f1 (0� Owner I I It@ 1##141 M I I MM}fffiriltf i4ff414#!!.}it/t/eV�s fftl}1}Ntf}fff4i#4#4ttf4rj 4444H11/4}4444/f/fitt}ftlf/}tIH t4444f/if/If/ffflt/ruff }4t4/R4/ff./1}144444/t 4ffaffflffl f' LocationIfIf44 44}1}I•}f}ff1}111It444 t#ffNf/ft444N44444#4N4t#t44444}}4/f ff}Hilffffff}rfff4M}t.4ff►fllirffl}}1fft141►}44444 ff}Nlfflt}fN}##•1/f! }}}}f}}ffNf441 r jj11}} Installat'd Consisting of If,44rt4tMf/#iN11#/11f.If111,11.tf11f 1#.f f1/ Mit +...!#f1.►1..1f!#f1,11111 #F.1-00malvesif #16016611�1!!!}It1H#rt#t41!!Ifl1#41 a � 5 }#1II1flflf }}/0I81Ffif 1fff44i/4444#11111fffRtRNif.!ltiiti#4!}if}ifi444..lIt4411#4#4/!#!1!lIIHlff#t111rffltlE�tf#.i1//#1/11#/ff1#fl.41#4444.1}/Nff1#fl44Nii.#/It1111111f#t11li 4ifft4lHi#flfi!#.if111#iiil41f11l�f111it#/f111tita.#t11iN1//f1iN 4444.i.44r4}.1.fl...it/1..l1l►!lI/41ffi!!lfii!#}1..1 i!!l41N#lf ttt#tit4f HI//.1iit11ff11f1�4t#Iliilifr1f11ff V r• r i Installed f iff#!}! 1#it'flrf f((((.R/!##i.iilllfl#...R4.r/.#l11.NItfll.fi1111tit1llffl.+f..ti.f.ft/1lfitf Le! • Y f/Ilf/fffiifr4t}ff!}f/f11ti1flfM�.1//iff}}/i}tif The conditions following governed the issuance of this certificate, and any certificate previously issued is cancelled;This certificate only covers the electrical equipment and installation conditions as of date} Upon the introduction of additional equipment or alterations, application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki inspections at any time, and if its rules are violated, the Company shall have the right to re a th' certi icate, Date/!R! ,.,i/llflft111t1/##!11/11lf1l4f4ti$444►114!!! INSPECTOR /1!# f11.. t/414/414M III fee f111f111fr41 boo //#l1.4f}}}t1ff/1}}}.RNl1l11ft1ifNlf4Rt.NI#4i! 4 Member NA RA,I.A.I{.It ' _ r Framing / Firestopping Inspection Report ��' Office No. (518)761-8256 Date Inspection request received: 2 1 Queensbury Building&Code Enforcement Arrive: arryprq Depart: a pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: G C-e-�P-" i S PERMIT#: LOCATION: 9Z C urd.k IG- (E-- INSPECT ON: Z 3 TYPE OF STRUCTURE: Y N `N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 fz(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 irestopping 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:1SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Dough Plumbing [ Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 2! / M Queensbury Building&Code Enforcement Arrive: am/ ` Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ., NAME: G l PERMIT #: LOCATION: 01 C C)-o t)&e . live INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. umbin _Vent/Vents in Place Plumlin /Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head.or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection'for 15 minutes "Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial ` Cooper,CPVC,Pex One and Two-Family �S _ 5 jnsulation/Residential Check/Commercial Check Proper Vent;Attic Vent c Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L-\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Trarning /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: I J Queensbury Building&Code Enforcement Arrive: am/p D/�part: . am/p 742 Bay Road, Queensbury,NY: 12804 Inspector's Initials: w-- NAME: . ,"� ` ._ ". PERMIT - � - LOCA.TI(JNi::-' INSPECT ON: TYPEtr `OF`STRUCTURE: l - Y N NIA COMMENTS '" fz-ian ng 1 Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 121,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 fz w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts-6=ft;or less on center 'Iceand'-sn6v shield 24 inches from wall F:ireseparati6ri."1i 2,_3 Hour Fire wall 2; 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side ''/i 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.\SueI-Iemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection reque,,st received: Queensbury Building&Code Enforcement Arrive: am/ epart: mlpm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: C 6n Q.,�"C 5 PERMIT#: ? LOCATION: Cya INSPECT ON: Y-073 TYPE OF STRUCTURE: e�, y��1 �UV - 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 Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump_ FootingDrain Stone: 1.2 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 f. L:1SueHemingway\Bui?ding.Codes.Inspection.FORMS\F'oundation Inspection Report.doe January 28,2003 i Foundation Inspection Report Office No. (5 18)761-825 6 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: Xnvpm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: rs) NAME: ON� 90 PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N/A /00tings Piers Monolithic Slab Reinforcement in-Place The contractor is responsible or providing protection from freezin for 48 hours following the placeme t 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 4 Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Rough Ch-ade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Fouiidation Inspection ReporLdoc January 28,2003 Project Name: CA e"0^f T5 BP# 0 3— Address: Q2 c6du 2 u 0 Building Permit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission, 1. Building Permit Application Completed ... ............................... ... . Kyes ❑no ❑n/a 2, EnergyForm or CheckMate Energy Code Compliance Forms Complete.. yes [:]no El n/a (2':copes} 3. Energy Inspector's Report from CheckMate Program........ ... ..... R y. yes ❑no ❑n/a r. 4. Septic application completely filled out(f applicable)...... ............ ... ... ❑yes no Wnla L,, 5. Solid Fuel Burning or Gas Appliance Form... ... ...... ......... ... ...... ... .. no n/a 6. Electrical InspectionTorm...... ... .. Ono a 7. Two(2);eFmplete sets,of structural drawings'... ...... ... ... ... ... yes Qn6 ' -Qii/a a) floor plan;b)foundation plan;c) cross sections:d)elevations; e)window and door schedule 8. Two(2)site plans showing location of the structure to be built, ..... ...... yes Ono - E]n/a location ofwell virwarer Lrxes;locatrcn of septicYsytem or sew 9. Setbacks from property lines to new structure......... .................. ..... yes E]no Qn/a 10, Setbacks to neighboring wells and septic systems,including onsite well.... yes ❑no */a and septic.systems(if applicable) 11. DrivewayPerrnit......... ......... ... ...... ... ........................... ... ... ... ❑yes Ono �n/a Date: Cam' t t Staff Initial: L:\SueHemingway\Bugdiugl'emutFORMS\Generic Chec3disc:doc January2g,200 ENERGY CODE-COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods:Part 5 -Acce table,Practice Method— Part 6*-Thermal Rating—Component trade'.Offs 1&2 Family Dwelling; SSE Multi`Family Dwellings(3 Stories or less) A-ScNieK art - esign y omponent a ormance, 701nmerci Bui dings-Hi C&2TZr_ZC1M Rise Residential Arm cKo,> *Requires submission of worksheets APPLICANT'S NAME: PROPERTY LOCATION: 92 eao ZIloCA PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- square feet , C I VED J UN 0 4 2003 2. Type of heat- Electric Oil Gas Other TOWN OF QUEENSBURY 3. Is building mechanically cooled? yes No34J1t40stD CG# . 4. Percentage of area of windows and doors Over 17% Under 171,Yo ' 5. R VALUES FOR INSULATION.GIVEN BELOW MUST_ CORRESPONDt TO R VALUES AS , SHOWN ON PLANS SUBMITTED: a: Roof R b. Exterior walls R_ C. Glazed areas R d. Exterior doors R e. Floors over unheated spaces R f. . Edge of slab on grade(heated building) R g. Basement/cellar walls(above grade) R h. Basement/cellar walls(below grade) R i. Heating/cooling-ducts-piping in unheated space R 6. Service(domestic)hoi water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED Applicant's Signature Date Phone Number INSPECTOR'S REMARKS: i S • ' Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release lc Data filename:C:\Program FileslCheck\REScheck\Insulation Plan 2.rck TITLE: 97 Coolidge Queensbury COUNTY:Warren STATE:New York HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 05/26/03 DATE OF PLANS: 5-23-03 PROJECT INFORMATION: Small kitchen addition 6 x 14 COMPANY INFORMATION: t r'homas G. Clements ':.COMPLIAANCE Passes Maximum UA=30 Your Home UA=27 10.0%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 81 30.0 0.0 3 Wall 1:Wood Frame, 16"o.c. 96 11.0 5.0 7 Wall 1 copy 1:Wood Frame, 16"o.c. 112 11.0 5.0 7 Window 1:Wood Frame:Double Pane with Low-E 14 0.500 7 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 81 30.0 0.0 3 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 Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in c p i ce with tho>cq e Builder/Designer Date e5A10 3 7Y ZZ Arr4c-W AP6,r 42u-7 14ZA ;A+AVZC s;-4v0440f d/AwD•41V*- r. rE Thermal Resistance of Glazing Materials 753 GLASS,GLASS BLOCK AND PLASTIC SHEET NOTES The thermal conductivity of glass is relatively high OVERALL HEAT (k=7.5),and, for single glazing most of the thermal TRANSMISSION g g g• MATERIAL AND DESCRIPTION COEFFICIENT(U) SEASONS RESISTANCE(R) resistance is imposed at the indoor and outdoor surfaces. Indoors, approximately two-thirds of the VERTICAL PANELS-EXTERIOR heat flows by radiation to the room surfaces and only Flat Glass one-third flows by convection.This can be materially Single glass 1.10 Winter 0.91 affected by the use of forced airflow from induction 1.04 Summer 0.96 units, for example. The inner surface coefficient of heat transfer, ht, can be substantially.reduced by Insulating glass,two lights of glass applying a low emittance metallic film to the glass. 3/16 in.airspace 0.62 Winter 1.61 0.65 Summer 1.54 For glazing with airspaces,the U value can be reduced 114 in.airspace 0.58 Winter 1.72 to a marked degree by the use of low emittance films. 0.61 Summer 1.64 This process imparts a variable degree of reflectance to 1J2 in,airspace O.49 Winter 2.04 the glass,thereby reducing its Shading Coefficient.Man- ufacturers'literature should be consulted for more de- 0.56 Summer 1.79 tails on this important subject.Also consult Chapter 27 Insulating glass,three lights of glass of the 1981 ASHRAE Handbook of Fundamentals. 114 in.airspaces 0.39 Winter 2.56 0.44 Summer 2.22 112 in,airspaces 0.31 Winter 323 0.39 Summer 2.56 112 in.airspaces,low emittance coating e=0.20 0.32 Winter 3.13 0.38 Summer 2.63 e=0.40 0.38 Winter 2.63 DAB Summer 2.22 e=0.60 0.43 Winter 2,33 0.51 Summer 1.96 Storm - 1 4 in.airspace 0 5O Winter 2.00 Summer. 2.00 Glass Block R vA x 4 in.thick(nom.) 0.60 Winter 1.67 w 0.57 Summer 1.76 J(4 in,thick(nom.) 0'56 Winter 1.79 0.54 Summer 1.85 With cavity divider 0.48 Winter 2.OB DAB Summer 2.17 12 x 12 x 4 in.thick(nom.) 0.52 Winter 1.92 0.50 Summer 2.00 With cavity divider 0.44 Winter 2.27 0.42 Summer 2.38 12 x 12 x 2 in,thick(nom.) 0.60 Winter 1.67 0.57 Summer 1.76 Single Plastic Sheet 118 in.thick(nom.) 1.06 Winter 0.94 FOOTNOTES 0.98 Summer 1.02 114 in.thick(nom.) 0.96 Winter 1.04 a. Resistances are representative values for dry mate- 0.89 Summer 1.12 vials and are intended as design(sat specification) values for materials in normal use. Unless shown HORIZONTAL PANELS-EXTERIOR otherwise in descriptions of materials, all values Flat Glass are for 75°C mean temperature. Single glass 1.23 Winter 0.81 b. Includes paper backing and facing if any. in cases 0.83 Summer 1.20 where insulation forms a boundary (highly reflec- tive or otherwise) of an airspace, refer to appro- priate table for the insulating value of the airspace. 3/16 in.airspace 0.70 Winter 1.43 Some manufacturers of batt and blanket insulation 0.57 Summer 1.75 mark their products with R value, but they can If in.airspace 0.65 Winter 1.54 ensure only the quality of the material as shipped. 0.54 Summer 1.85 c. Average values only are given, since variations depend on density of the board and on the type, S 1 in.airspace 0.59 umermmer 2.04. size,and depth of perforations. 0.49 Su d. Thicknesses supplied by different manufacturers Glass Block may vary depending on the particular material. 11 x 11 x 3 in.thick with e. Values will vary if density varies from that listed. cavity divider 0.53 Winter 1.89 f. Data on rectangular core concrete blocks differ 0.35 Summer 2.86 from the data for oval core blocks because of core 12 12 x 4 in:thick with configuration, different mean temperature, and avitydivider 0.51 Winter 1.96 different unit weight. Weight data on oval core 0.34 Summer 2.94 blocks not available. Plastic Bubbles" g. Weight of units approx. Isla high by 1551s long Single walled 1.15 Winter 0,87 are given to describe blocks tested.Values are for 0.80 Summer 1.25 1 sq ft area, Double walled 0.70 Winter i.43 h. Thermal resistance of metals is so low that in 0.46 Summer 1.43 building constructions it is usually ignored.Values shown emphasize relatively easy flow of heat along or through metals so that they are usually heat leaks,inward or outward. 1. Spaces of uniform thickness bounded by moder- ately smooth surfaces. j. Values shown not applicable to interior installa- tions of materials listed. k. Winter is heat flow up;summer is heat flow down. I. Based on area of opening,not on total surface area. Based on data from ASHRAE Handbook of Funda- mentals,1977,Chapter 22. John I.Yellott,P.E.;College of Architecture,Arizona State University;Tempe,Arizona Job Site Address: 9Z a6Wy 44, Dater Owner: �t�l c-f eely . ApplicationAI 7" No. file , Building Permit-- Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req,Light Actual F' Req.Vent Actual Sq.Ft, Remarks Room Room a%of Room Light „ 4%of Room Vent ": Opening for in Area Square Area Square Egress Square Footage Footage Feet i , r L,15ueHeminpayluilding.Permit,FORMSWat.Light.Ventil,Calculation,Sheet.doe M N A Ar Job Site Address: 2 Coo 4,wa Date: 61q16 3 Owner: 7b C4V rvr~s Application No, File No. WINDOW SCHEDULE 't9.+f;.'�,,$i.xm. 1r z�t���1 .�a�., tCe, . .u'k5t .•Rrs.k f<;Yy az-: n•r.'",F.'.�s, . ...a. ,. Window Window Mfg, Window Unit or Rpti' lZoug>t SQ FT SQ� T S� " Clear Clear Special Hardware or Number or Name Model Stock Opentti " > letlln Glasss�b �enkgzesslClear Qpening Opening Height Instructions Letter an Or Type Number 1idtlat g IN l it t 1� �r oeni Vdth Cn In Inches R 1f i� R,, f a S " f�G FyH�tD'i l�i F�1fl {i f Plan Call Size r ,tt "'y Zches R .L 11400' VIA Ttv vi /doq f 3 ��f'l Z,7 2.7 N/}.. 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[ouG s'REy rgx.yo.Q \-I eo/v A/Pts f Fouvo y rya• / DEED OeeFE,eZ' tVCE ' . ,QA-P.BA,PA M YOUKE,e � TD . , jyOMAS G. ,QE,PNAD/NE Alf CLEME.VTS � AO rD fEB. /3, /996 9791/77 / /,etllry,QbO [2' / /17,4,0 ,pEj�E,p.E'/VC E • Fou,vo `// MAP of F/eSr SUED/(1/S/O.t/ ,soeoAD4CRE5 1 .• %%Ak" ,gym'•• G[EN.S ";44US, 10 Y O&J'VE.O e-y B,POADACREs / •��, Z,McCp `F/•�• � i► eoe,010,e.97_10N' A14,- Aflf40E ICY /N1EYE,e, /,fie-uE.eS $ A1/fLEy DATEO SEPT. /O, /9?G. NOTICE c • KRAFT PAPER INSULATION M STYE 311 COVERED BY NON-COMBUSTIBLE 'BA ,0, of NE+0 .0000 00 TOWN OF QUEENSBURY BUILDING DEPARTMENT Q'�'!C� O Based on oUr limited examination, com ranee INSULATION MUST BE with our comments shall FOAM INSU R not e construed as indicating the COVERED 3 plans and 'faca6ons are full� BY A 15 MINUTE THERMAL 3 compliance with the Buildin Codes ✓�!/�/ © `O of New York State. 9BARRIER UN�'�Q� '?003 o� F coo NG qNo NSeVAy /�i�Pof 4111WIICY Of LANQS of FFit, ljulfeklzv<:� , M. v 4vClopyi _ C'ovZTE-.2 d WCco,PMAc.C' ZV�i4f a►. 4 �Er o401WZ M CLE/!�E/1 *n BUILDING L/CEii/SED L.4it/D fU.PI/EyO.PS Lor /g � E,tJTEa&.y/ so ET.Of LOT /7- ®LOCK-iC C U LDIN & 92 s,4y XreEE'r �� 8Ra�pACKE e-r REvlEwEa e ' '�• G-1,6w-I FALLS, 44A0,Y0,ek rowA/ of QvezA.rw,ey, wwoe wIouwTy, dzu.) Aek DATE sib- 9-12-5/4S 30' 1 7,,rMA,0- BeoC,r/S, AWCO-t 12 WAeiZ. /3, /999 14% 127 BASEMENT PLAN 1/4" = 11 FOOTER PLANS 1/4" = 1' WALLS 8" POURED POURED CONCRETE CONCRETE 8" X 16" — —------------- --------------------------------------------------------- .......—----- ------------ .......... ------------- --------- ----------------- ---------- Exterior of foundation wall Gutter in basement 5100 e4oss vecrzov waterproofed -,-- -floor continued in usual 6D around addition co fashion ............ ----------------------- ------------- ------------------ ............. ------------------------------------------------ ---- -------- ------- --------- ---------------------- j Any perimeter Light well around windows drains found will N N be continued around foundation 14'6 �— 3' 87 2'11 15'2 AA A me 14'6 KITCHEN INSULATION PLAN 1/4" = 1' 114'6 2'9 11.9 --- ----- 14'6 ---------- �� _ KITCHEN PLAN 114 - 1 2'9 ,s— 8'2 3'7 North T r 1 8'2 317 North Closet to r v Closet r r it r r j 1 - 2 x 10 beam on R- 11 fiberglass insulation in walls doubled studs lagged E- sheathed with 3/4" R-5 Celotex every 12" to existing Hot water pipes coverd with 1/2" joist with 1/2" lag bolts to suppport 2nd floor insulation N R- 30 fiberglass under floor N exterior wall and new R-30 fiberglass above ceiling N roofl ----- ----- --------------- ---- _ == ------------------- ---- - 2" x 6" nailer, nailed s ------------ --------- -------------- _-- ----- I _ —to existing 2nd floor - - _- _ :-_ ..------- studs ,� OC �� j 2 x 4 studs 16" OC all m I i ODI 2 x 10 floor joists 16 I walls, doubled at all Fn I i� 2 x 6 rafters 16" OC I openings and where B B �� new wall meets old I 7Vapor ____----- barrier on interior walls, _ y � ------- Vapor barrier on interior walls,. Re-use existing windows with Tyvek over exterior sheathing 7 storm windows with U factor of .5 2 - 2x4 header over windows Tyvek over exterior sheathing per AIA Graphic Standards Handbook 1988 2" ALUMINUM LOUVERED VENTILATION HOLES EVERY 16"OC 16"slate roof over verithane, UNDER EAVES copper rast*V at wal / E-----2"x 6"NAILER NAILED TO EXISTING STUDS NYS Approved mono trusses 70f10115 16"OC LAGGED TO F--- ---NEW 2"X t0"CEILING JOIST WITH 1/2"LAG BOLTS AND TOE NAILED TO NAILER KITCHEN ADDITION CROSS SECTION E_____1-2"X 10"BEAM LAGGED TO EXISTING 2"X 10" VVVWl JOIST EVERY 12"WITH 1!2"LAG BOLTS 1/4".1' 2"X 6"JOISTS AND RAFTERS WITH R-30 INSULATION. INSULATION BAFFLES AT EAVES 2"X 4"STUDS 16"OC WITH R-11 INSULATION IN WALLS <— AND 3/4"R-5 CELOTEX SHEATHING. DOUBLE STUDS AT ALL • OPENINGS,CORNERS AND AT JUNCTION WITH OLD WALL PLYWOOD FLOORING AT LEAST 1"THICK TO EQUAL EXISTING JOISTS$PAN NEW BASEMENT WALLS,EAST TO WEST. �-HEADER LAGGED TO EXISTING JOIST WITH HEAVY L BRACKETS 10"JOISTS 16"OC ON 2 x 6 PT SILL \PLATE WITH SILL SEAL WITH R-30 INSULATION BETWEEN JOISTS 8"POURED CONCRETE WALL F —with$4 reber 60"OC vert.i# horiz. 2 x 4 keyway in Tooter �4"POURED CONCRETE FLOOR HI F—8"X 16"FOOTER �05 rebar(2) r s;,gvC rooPE �tT T1N6 t-,Cdcr�PE ' ih�Dy7Zo�/ �4tT Etl v�rtoN SOvril Stt�.1Ts��l . ' tiJLSr ��a v�4�7C.�1