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2004-640 TOVN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY- Permit Number. P20040640 Date Issued: Wednesday, May 10, 2006 This is to certify that work requested to be done as.shown by Permit Number P20040640 has been completed. Tax Map Number. 523400-290-010-0001-006-000-0000 Location: 21 HILAND Dr Owner. THOMAS & MARY SOTANSKI Applicant: THOMAS & MARY SOTANSKI This structure maybe occupied as a: Residential Addition By Odder of Town Board Residential Alteration TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the 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: P20040640 Application Number: A20040640 Tax Map No: 523400-290-010-0001-006-000-0000 Permission is hereby granted to: T140MAS &MARY SOTANSKT For property located at: 21 HILAND Dr 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: THOMAS &MARY SOTANSKI 21 HILAND Dr Residential Addition $140,000.00 Residential Alteration QUEENSBURY NY 12804 Total Value $140,000.00 Contractor or Builders Name /Address Electrical Inspection Agency Plans&Specifications 2004-640 756 SQ FT RESIDENTIAL ADDITION AND 2668 SQ FT ALTERATION $357.52 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, August 19, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queens u day,August 19, 2004 SIGNED BY \ for the Town of Queensbury. Director of Building&Code Mforcement Residential Plan Review: One&Two Family Dwellings Check Y/N/N/A (2)Full sets of plans Over 1,500 sq. ft.—stamped i2 3c)j,2.1 Design loads on plans: 90 wind Floor Loads 40 psf 70 ground snow load Sleeping areas and Attics 30 psf �301, 2. 3 Calculations: N//U/ Window Schedule with glass size P3 i l Door Schedule/Main Entrance 36"Door Emergency escape for Bedrooms and Habitable Space F3 j& Above/Below grade, 5.7 sq. ft. Grade, 5.0 sq. ft. 24"(h)x 20"(w)min. 44"Max.Height above floor /V J161 Residential Check paperwork compliance and inspectors checklist: OK Vertical Rebar as required by code 2 yV� D proofing/Waterproofing materials o ans 2 ��5 Foundation a equired rR `YO/ 3 6"Drop in 10' Exterior Grade �e. �c ( Framing cross section for each roof line,Vertical Fire Stopping every 10' where required �v s 2 7 Ice and Snow shield 24"insidtvxtenor wa 2 Platforms at exterior doors 2 3/y Qtrway headroom 6 ft. 8 in. all stairs 36"Width 3/y Stair run and rise 12 3 I y Winder run and rise 2 3/y Spiral not allowed from 2° story R 3 i Smoke detectors battery backup and proper locatio , 1�► � � 3 0) Bathroom Fixtures proper clearance 9.3 I all wi ,36"min.- _ '17 3 Handrails more than one riser on open sides i� Railing and Guards>30"/Basement Stairs included./Closed Risers more than 4"in hei h 2 3 ov afety Glazing Notes for required area 3 05 � 3 . Attic Access i27 Roof over 30"—22"x 30" 0C.3 Crawl Spaces 18"x 24"Access arbon Monoxide Detector lowest sleepingDM tion Bullg Peir � pcaion _ - -- Town of Queensbmy-Dept of Community Development,742 Bay Road,Queensbury,NY . (518)761.82% j A perinit must be obtained before beginning construction. Perrpit File No. - CO. 0 No i spection will be made until appliomit has received a Fee paid, valid building permit. All appliaazlts' spaces on this Reo.Fee Paid $ application must be completed and must appear on the Reviewed By: applidation form. Applicant: jalf CA u4nMA Owner:TM SjAQ5 'xSi'A►cAa Address: t 40 -(,-1 VM sr -- Address, 9-1 9l L4-LU)D. i Q%- Ct EM TM 1�5_�-117_W\ Phone#( ) -;la. Phone# Property Locatiow LotNumber: _,_/ House Number Z.I/ IuLW—D DMiD subdivision Name: Tax Map Number: '-'10 l n�l_"tai,,, o ew Buildia : residence /commercial `Estimated Market Value of Construction:$ Ua� Addition: residence corntner4ial If 2hAddition,what will use of new addition be? t Alteration: residence. commercial o change to ors e:-residence/com'1 m Other work(describe Check OccupancyYnf01'2t]ation 111 Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square rest 751p L. g Mkoje tq4y dwellin o; .- l '� 7co 4. 4 o Two faft dvgiaj A , o Townhouse 21ab`b o Multifamily dwelling #of unite...r..__ . o Off ce o Me- =dle o Msaufaatutln 0 1 car deftchad BELO o 2 cox ddachedsuago 0 3 car detached pzge 0 1 car attached. . e a 2 oat attachod gmp 0 3 car attachdd pmge a Starage building- aaxrmteraial o Storage building residential o O er What is the proposed height of the structuro., 2.b _feet ; inches Will any sdoond--hand or ungraded lumber be used? If so;for what? tLb M- Type of Heating System: electric/ o©' 1 gas I wood (.forced hot air/ baseboard/other: j,�"'� 1 „ Number of d°I£xt Number of,WoodWg to be, lsp I List below the person(s)responsible for supervision of work as regards to building codes.,, Name -Address - 51P�.'j S• 1441 Plumber Masan Blectriaian 1Da.41AtW please sign below after you have carefully read the.statement: To the best of trey knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described promises atti that all provisions of the Building Code;the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner, Further,it is understood that 11we shall submit,prior to a Certificate of Oceupaacy or Carecste of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,ands&4& urea by a licensed surveyor;drawn to scale,showing actual location of now construction Signature owner,owner,s a en arcbitect,contractor �F � u1LDt tC� 1�E'TAIL,S - A'Ct� �p-Cb AQPLaZJ�'rio BUILDING DETAILS History; Lot 20 Highland Dr. 1976. R. Case&Margaret A. Prime to James T. Stratford Builder, Ted Miller Dec. 1, 1976 T of Q Building Permit#4049. James T. Stratford to Thomas and Mary Jane Sotanski 1990. Lower Level Building Space: Existing Proposed 1. Garage 517 sq. ft. .517 sq. ft. 2. Living Areas 817 sq.ft. 817 sq. ft. 3. Mechanical 128 sq. ft. 128 sq. ft. 4: Hobby Area - - - 740 sq. ft. Total Lower Level Areas; 1,462 sq. ft. 2,200 sq. ft. First Floor Level Building Space: Existing Proposed 1. Living Area 1,600 sq. ft. 2,218 sq. ft. 2. Open Decks 440 sq. ft. 294 sq. ft. 3. Porch - - 192 sq. ft. Total Upper Level Areas; (Foot print) 2,040 sq. ft. 2,704 sq. ft. Attic & Loft space: Existing Proposed 1. Loft Area 150 sq. ft. 150 sq. ft. 2. Attic Area 500 sq. ft. 500 sq. ft. Total Living Area: 2,567 sq. ft. 3,035.sq. ft. Lot Size 4.93 acres 4.93 acres Building Foot Print 2,040 sq. ft. 2,704 sq.ft. Patios,Walks &Driveway 3,200 sq. ft. , 3,200 sq. ft. % of Site Permeable — 96.5% 96% Septic System 1977 1,000 Gal precast concrete tank w/distribution box and 1 —6'-0" dia. concrete seepage pit w/ 1'-0"of#2 stone below and around the outside of the tank. This system is in good working order as reviewed by William Montgomery Jr.P.E. on 8-6-04. Note site plan. Well Note Site Plan. Service pipe and Electrical to be protected during demolition and construction. Electric 200 amp. 240 Volt under ground service. Note Site Plan. 1 2 �• i.c.s\ai 2771"`�•' Q1 5 3 EX MPT ro AUSTIN CEMETERY o17 N a y u v xis � y c 6p�6 r C 5 16.43 A(C) n Lp �) rn �. �, ( •' 4.93 A f 2` ►pI �ayh N Wl- r ` •r r n 'HIGHLAND 5326 8 so 6? E1 F m h 375 2.03 A Tt h r q 41 r 7 ( C N 10 3 0 10,31 A Y z ri 0 2.06 A n 3 A�� -+3 h Y T• 7 w fy w SEWER s ` a s d �9,L 2.01 A r ' Wo legend ; mews U_ Ca Road NiT/{8G NOyyE i3 DR PARCELS ZgF a°<zVS` ZF�a E < 2l Wlb LkZ IDZOLi <= Q oar ttG°y 4 g3laLSLcs ;.:8 p2H gtt4� c $ yszN� Highland Dr. Areal Photo 1 • - t rt,.. -}i?;". .t t tt � t fi u ;�,. i +r�-. ,T,'. ''t�.T-. Me 5 Ai! t }t ty i 1j �lft� 1 9 }, lrr Tii t�y rr y f 2! �} ii >; Ir rti JJ jf d g � n.J •r s � J s47,t��' i� L i r{J i��s'SS-NFy cc s ,r C tt to �_ } 1 p 's Nt t t• J f } J r s r,/, 0f. i k} n fn v191t5 f 0 • -.T e S'} tk i i♦, ,v}_ �� t S �t Y£ {2 W!(T��%. t5` rS;' r � '` {��, i�{t�f t�wi�r� rl� _ t, �`• a :�.� t r t� 14'„ r'`�'..',:' `1 1� •t}s 4 i, t ,t1{ 1, 'Jt f. 7'( ` �l}r t�6lU '+ tst�i5ly S f � s zj,5 it 52i;' t vlt,•. ,� '.t b i' Tf,. 4 itiY ,S/Tx/Z�'' i ryY{ f 1 i4 h-v r ` L }I tnx�i �t}f, ,r k.- . `'`" ' 7. S its" Ylr}7 S'� � '�ii� Yd' t b Ik •, 1 ,. r cif T{l UA :�K til• ty4'i�t{}t t��tt{ 1(t��i i ��k t {�til VJ �,�'15 NiT� Jt/�'. ti i ;fe. nY,11�f J, ,f � i ,i, '� �i �'tu 1��}C�',i r��'� �d Y�riy \t� r7{ ➢ �nr r " �t�'f/�� " s �' U Job Site Address: l.Mn Date:.. S Owner:— ..]ohk A13E 15fsC'O��SOL Application No. File No. v 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 M Opening for - in Area Square Area Square Egress Square Footage Footage Feet , Mps-rEn.. 2 2Q. .1 t A SU. . O BEO�trocrrl U-4 1 Z.a 3 .b S= 4�l l�titoA S' Lb " l p- -n S• 1 �w 6t,4L. LOw o C�1 PL06 333615.6 C 2A.5 2- T� 585 G.2 I(OD .5 t.4, .4 15G $3 n r 1. "rift; L l o, Fam�tS' o�LA 2oa 145 Zko t n QE - 6L.C.L.ve. am) L:\SueHemin gway\Building.Pennit.FORMS\Nat.Light.V enti l.Calcul ation.Sheet.doc WINDOW SCHEDULE Job Site/Address: 9-1 gk[AUN-OD S)RUE Date: 6 - b-O4 Owner: '-Tom bt)TAIC': kr Application No. ()q'-(o�� 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/Cie Opening Opening or Instructions Letter on Name Numbe g Height ible Vent ar Width In Height Plan Call Width Light Opening Inches In Inches Size C.L.IPELI-ci, oil, nk 91,61 S-d =S 51Z. 1 2L.0 V0.0 4 �/ `14 n.. 3;0 o Z tJcn *- :D II. to ILL, NA N.A U.4 tm-Nav D 51- .2 1.11 to.A kp.Q D.1� E 16 . o. 3't a 3'- :0 II-q (.2- (, 11 2l°`la Oq- i;Lae '5t.C1 DwL ti .cam ` '1 SLQ. .,. t Example Entry A Andersen Narroline 3062 3' 2 6'S '/2 15.30 8.36 6.01 34 2415/35" Tempered Double 1/3" 11/16 Glazing Hun C:\Documents and Settings\Sue\Local Settings\Temp\Window Schedule.doc Queensbury Building & Code Enforcement - Resi ial nal Inspection / a Office No. (518)761-8256 Arrive:� �, m/ e rt: _ Date Inspection request received: Inspector's Initi NAME: & J IT M Qt- —6 LOCATION: L ATE: 10 TYPE OF STRUCTURE: KF, - A L 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 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 Safetyglazing/Window in stairwells safety glazing Interior Smoke Det ctors: / Every level: Every Bedroo}n: ✓ Outside every bedroom ar / Inter Connected:bedroom 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, 1 s . ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation fl — 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 L Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%s"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Ins ction Stiekef--, Site Plan /Variance re fired Flood Plain Certificati n,if requjrepe Okay to issue C/C oA C/® empora /Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVA10 Permit No..... ....Cert. N2 9 3 9 7 1 Cut-in Card No......................�. ... Owner.........1 ..... .................I................................................................................... . ....... . Location........ ....... ...— .e................................................ ......... . Installation Consisting of 1.T/P. �.....��N��j �� P� .................................................................................................................................................................................... ..........................,............................................................................................................................................................. Installed By..!�:.1A�.....,Pr..A .Aq�.�'..�.'.........................................Lic.No................................................... 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 in ections at any time, and if its rules area violated,the Company shall have the right to e e thi ce cate Date...✓. ./.tP.. .J ..............INSPECTOR... ... ...�... 1P � ...................................................................... Memher N.RP A__LA.F._i. Queensbury Building & Code Enforcement - Resident' 1 Final Inspection Office No.(518)761-8256 Arrive: a a Date Inspection request received: Inspector's niti NAME: �� S P IT#: q b'4 D LOCATION: D E: , 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 `S Roof Complete/Exterior Finish Complete /1 Platform at all exterior doors U 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 6 inch clearance to sill plate _ - Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy!trim/doors/main entrance 36 inches v Ez V Bathroom/Kitchen watertight Safet Dazing/Window in stairwells safety glazing Interior Smoke Detectors: / Every level: / Every Bedropm: ✓ 2 E Outside every bedroom area: ✓ Inter Connected: ✓ Bat—tery 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, 1 s .ft.-150 s .ft.vents P LUD0 Bathroom Fans,if no window D CIC)V-- Plumbing fixtures Ot3 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 lJ Relief Valve(s)installed/Heat Trap/Water Temp 110 � C'TQ-AC�L— Enclosed Stairs Sheetrock Underside minimum%2"Gypsum GT�� \� Basement stairs closed rise>4 inches , 1 Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properlybC—�L h�LF_ !� 1Jt)QP1—i Gas Logs in Sealed or Glass Enclosure G� Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certificatiori,if required Okay to issue C/C or C/® [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doe IF. Queensbury Building & Code Enforcement - Res' en is i `al Inspection Office No. (518)761-8256 Arrive: pm art: %- Date Inspection request received: ` Inspector's Initials: 1 NAME: E IT#: LOCATION: TE: 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 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 Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backu : 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, 1 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%"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 Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification, if 'red Okay to issue C/Cer'C/D Perma t L:\Building&Codes Forms\Building&Codes\Inspection Fonns\Residential Final Inspection Form revised 100405.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque c v : Queensbury Building & Code Enforcement Arrive: . " an art: f� am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's IN NAME: ,n��'��3h1�,! PER IT #: --[Q�-Ic LOCATION: INSPECT ON: 1 - 11-c-Mo TYPE OF STRUCTURE: x 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 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: 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 Queensbury Building & Code Enforcement Arrive: a ep 742 Bay Road, Queensbury, NY 12804 Inspectors Initials NAME: ER #: _ V l 6�1) LOCATION: Z_1 141 V) INSPECT ON: 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 Insulation / Residential Check / Commercial Check �3t�L1RtJG� 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&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re s rec iv Queensbury Building & Code Enforcement Arrive: ' m/pm rt: dam m 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: PE #: r (`l o LOCATION: INSPECT ON: - 9- TYPE OF STR CTURE: 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 I�L50 .S.I for 15 minutes C2 kl's'ulation / 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 LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: an-/pm Depart: / am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: c NAME: G`(� D PERMIT#: 0 0 LOCATION: Cy _ INSPECT ON: 11TYPE OF STRUCTURE: Comments Footings ^ Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement 2e concrete. rials for this pu_pr ose on site. undation/Wallpour T Reinforcement in Place f ¢� 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 SIab PVC/Cast/Copper Foundation Insulation-Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1SucHemingway\Building.Codes.Inspection.FORMSU'oundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection req st rec ' e ( ( G S/ Queensbury Building&Code Enforcement Arrive: a pm Depart: %p�a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi s: NAME: `" S ' _ ,21�ZTI #: LOCATION: _ - r I V INSPECT ON: ( 30 0 S TYPE,OF STRUCTURE: 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/Wallpou Reinforcement in Place U�WL 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:\SucHemingway\BuiWing.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28,2003 1 D Foundation Inspection Report ' Office No. (518) 761-8256 Date Inspection equest r e' ed: Queensbury Building&Code Enforcement Arrive: epart: lna-ffl- m 742 Bay Rd., Queensbury,.NY 12804 Inspector's Initials- NAME:NAME: _ c� �n PERMIT#: �� O LOCATION: _ A _ INSPECT ON: _ -- TYPE OF STRUCTURE: Comments ___-- _- _- Y N N/A otings 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 pu_pr ose 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. LASueHemingway\Bui Win g.Codes.InspectionTORMS\Poundation Inspection Report.doc January 28,2003 Foundation Inspection Report J Office No. (518) 761-8256 Date Inspection Zn west red eive l Queensbury Building&Code Enforcement Arrive: �/pm,. Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: PERMIT#: LOCATION: _ _ INSPECT ON: TYPE OF STRUCTURE: Comments Y ;N N/A ootingsYV/ -- Piers o M nolrthrc 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 pu_pr ose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type.of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Queensbury Building & Code Enforcement - Resi ti al Inspection Office No.(518)761-8256 Arrive: m/pm epart: a m � Date Inspection request received: _ Inspector's Initi s: NAME: A C�1�yt�1j� x IT#: LOCATION: Z.A LA t��Q PJ-1) ATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake ��T ©©� Ob 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Co m lete ^-� _ q Guard 30 in.or more ��stairs,decks,patios 1 `® ` Guard at stairwell at 34 in. or more — ` Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft. �'�j�� Handrail Termination at Newell Post or Wall 'v 6 inch clearance to sill plate �� Gas Valve shut-off exposed/regulator 18"above grade L� Lotz \ .-W Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: _ Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . 1-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan �E As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:1PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 e /oe,"— Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request iv �> Queensbury Building & Code Enforcement Arrive: a /pm art: a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia - kelp, NAME: s�i PER IT #: LOCATION:_ INSPECT ON: W _ TYPE OF STRUCTURE: ` 't 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 15 minutes Insulation sidential Check / Commercial Check Proper Vent Attic Vent V3 R 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&Codesllnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 -z—,- V t,--3 Z� Framing / Firestopping Inspection Re rt Office No. (518) 761-8256 Date Inspection req est e eive Queensbury Building & Code Enforcement Arrive: a1 p D art: p a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: 1-�— � LOCATION: 7-1 H I LRtJO OR%-1 INSPECT ON: ,76—8 TYPE OF STRUCTURE: Framing Y N N/A COMMENTS ON/ t� F Jack Studs/Headers / Bracing/Bridging Joist hangers v Jack Posts/Main Beams M IC-Qo LP+A Exterior sheeting nailed properly �O l tJT� M 15 12"O.C. b t r\) Headroom 6 ft. 8 in. �Er� Stairwells 36 in. or more Headroom 6 ft. 8 in. GHQ C�1L ►,�l (3� LL M��M �. Notches/Holes/Bearing Walls 1 Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 <9-/ 0 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ rec iv-d: Queensbury Building & Code Enforcement Arrive: am/pm art: g 742 Bay Road, Queensbury, NY 12804 Inspector's Initia , NAME:_ PER #: ~ � LOCATION• - — INSPECT ON: — TYPE OF STRUCTURE: ou h Plumbing / Nail Plates Plumbin 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 Press,wfe Test W er Supply Piping f it / Head r ��"S0 P.S.I for 15 minutes r 7 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 toe _ p Lin-1 U COMMENTS: oe�\ 0� 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 r iv - : J D� Queensbury Building & Code Enforcement Arrive: am/ m part: ^�m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials° X NAME: J PERM #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: R66. ka-kk Atd' x N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/7 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 for 15 minutes nsulatio 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&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 re eive Queensbury Building&Code Enforcement Arrive: m/pm ; amlpm� 742 Bay Road, Queensbury,NY 12804 Inspector's Ini als: � _ NAME: , PERMIT #: — D LOCATION: Z I l� t t t�}LW ��R 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. 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 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 Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If re aired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.hispection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r uest e eive I /� Queensbury Building&Code Enforcement Arrive: _ m/pm part: =�1J am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �-�E �� PERMIT#: LOCATION: I ;` INSPECT ON: TYPE OF STRUCTURE: j Y N N/A C®MMEI�IT" Framing M 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 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: arer art: m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: �r PERMIT#: _ V8 LOCATION: C� z_ INSPECT ON: C)LI 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 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASuellemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report 11 Office No. (518) 761-8256 Date Inspection request received: 0v c� aLD Queensbury Building& Code Enforcement Arrive: am/ m Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials, NAME: f PERMIT#: � ^ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Iy Y N N/A C MENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center e and snows ' ld 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping / Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8Z' Type X Garage side 5/8 inch T e X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHerningway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/apart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. 4� NAME: ��t@ p��5}� PERMIT#: LOCATION: D R . INSPECT ON 3 c 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 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center ce and snow shield 24 inches from w 11 Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in/avity min. Garage Fire Separatio House side %2 inch}or 5/8 inch Type X Garage side 5/8}iZh Type X Ceiling/ all WindowsVHabitle Space/Bedrooms 24 in.20 in. 5.7 sff above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re e re e' ed: q)- 16a,, Queensbury Building&Code Enforcement Arrive: a r/p Dep rt: a 742 Bay Rd., Queensbury,:NY 12804 Inspector's Initia NAME: �'"� ERMIT#: LOCATION: _ ( MN, `^ INSPECT ON: T� _ TYPE OF STRUCTURE: Coenanents _ _----- __ Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing I for 48 hours following the placement of the concrete. Materials for this pu_pr ose on site. Foundation/Wallpotrr 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 SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1SueIlomingway\Building.Codes.Inspection.PORMSU'oundation Inspection Report.doc January 28.2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 1 D Queensbury Building&Code Enforcement Arrive: am/p D rt: �am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: . SS NAME: PERMIT#: LOCATION: INSPECT ON: 31VL TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The c6ritractor 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 w Foundation/Waterproofing Type,-of}D)--- roofing,,:i WWateiproofing Tooting Drain Daylight orSump Footing Drain Stone: 12inch width 6 inches above footing 6 mil poly for wet areas under slab Backll°Approval`' .. Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report ' Office No. (518)761-8256 Date Inspection request received: , Queensbury Building&Code Enforcement Arrive: an Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. � 1 NAME: ,� _ PERMIT#: LOCATION: _ INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A s Footing - 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 pu_pr ose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type ofDampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inc idth ches above footing 16 mil poly fob-wet areas under slab Backfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHeniingway\Buisding.Codes.InsTection.FORMSU'oundation inspection Report.doc January 29,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re st e' d: Queensbury Building&Code Enforcement Arrive: >/p Depart. t a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi Ll NAME: ERMTT#: 1 LOCNFION: 2` �^ '� � INS FCT ON: TYPE OF STRUCTURE: �'� Comments Y N N/A v Footings Piers ? Monolithic Slab Reinforcement in Place C� ��- - The contractor is responsible for• / providing protection.from freezing for 48 hours following the placement ' _Q k --T-ik�� of the concrete. ,Materials for this purpose on site. _ 'Foundation/Wallpour V5 Va `� Reinforcement in Place Foundation Dampproofing �r, 'kk Foundation-/Waterproofing ®�i \�� 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 tinder slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASuel-Icmingway\Building.Cod es.Inspection.PORMSU'oundation[nspecrion Report.doe January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ w epart: � am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initialu NAME:_ C. PERMIT �#: q T LOCATION: INSPECT ON: TYPE OF STRUCTURE: t Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Clearout every 100 feet/ change of direction Pr sure Test in / Vent Ai / Head P.S.I. or 10 ft. above highest connection for 15 minutes ressure Test "Water Supply Piping Ai / Head 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: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Um,esQaouc lit th:itiii1i�o:.(199F,.Imt• IIY11 AwcsQuutc..IS11`1)70.1 MIkf=s-'18!W/ Back to Ouote 09 LGWE'S HOME CENTIERS, INC. #f641 251 QUAKER RD, .;. QUEENSBURY,NY 12804 (518)798-9050 Date: 07/22/2004 Project#: 63783707 Project Name: WINDOW QUOTE Customer Name: CONSTRUCTION PROFICIENT Customer Phone: (519) 745-1991 Customer Address: 140 GLEN ST GLENS FALLS NY 12901 Line Item Product.Code Unit. Quantity Total Price i Frame Size ' Description Price :0009 idiaaul'aZt>arer: Pella En ' •Doors - °panel Size— 3 (} W x 6' 1 . .:..,: ...w,.: �? ' r::._...:,• "H Pella Entry.Doors feature our exclusive ;jamb-on-sill technology. Vlasoniy-Opening Size= Configuration: Single Door 40 1/2"W x 83"H :Hinging: Inswing Left Hinge - rame Size= 37 1/2"W x Panel Mate—'rTPremium weel 81 1/2"I:I. ; Exterior Finish: White Hassle-Free Aluminum Rough-Opening Size=39 .(with Fins per design) . :11/4"W x 82"H Sill: Mill Finish.Aluminum Sill with Adjustable Composite Threshold Door Style: 6-Panel Solid `Glazing: Solid Panel(No Class) Panel Finish:Primed-ready for paint Bore: Latch-bore with Deadbolt Backset:2 3/4" Backset J Hinge Finish: Brasstone Zinc Dichromate ' Wall Depth: 6 9/16" Lead Time:21 Days 156393 Unit4: ILSSWC366NSD4ZD d y _: . ....._.._ . .._.. .�.1.�.._..._ 1' anufactiirerl'eila nfi." boors' - _,...........�_ :Panel Size= 3' 0"W x 6' Pella Entry Doors feature our exchisive jamb-on-sill technology. .: .Masonzy-Opening Size= Configuration: Single Doom 40 1/2"W x 83"H Hinging: Inswing Right Hine ,Frame Size=37 1/2"W x. Panel Material: premium Steel 81 1/2"H Exterior Finish: White Hassle-Free Aluminwn Rough-Opening Size=38 (with Fins per design) 1/4"W x 82"H Sill: Mill Finish Aluminum Sill with Adjustable Composite Threshold l=, . Door Style: 6-Panel Solid 0M Glazing: Solid Panel(No Glass) a Panel Finish: Primed-ready for paint Bore:Latch-bole with Deadbolt Backset: 2 3/4" Backset Hinge Finish:Brasstone Zinc Dichromate _ Wall Depth: 6 9/16" WIN i of s 07/22/2 . Low(;,Quoit 1117i1✓!)Ili VA1), , . Lead Time: 21 Days 156393 Unit#i: IRSSWC366NSD4ZD 0001 bfanufacturer Pella Windows&Patio Doors Frame Size=T 11 1/4"-W '.Division: Millwork x 6' 8 1/8" H Product: Doors S � R Type: Patio O Size=8' 0" W x 6' 8 B'-b)L(.o�-` ) L,Lk r5/8" H :Manufacturer:Pella Windows &Patio Doors Product Line: Pella Products ;) Product Style: Sliding Contemporary Door ;Product Configuration-, 2-Pane! Exterior Finish: Hassle-Free Aluminum Exterior Frame Size Width: 7' 11 1/.4" _Frame Size Height: 6' 8 1/8" ;Rough Opening Width:.8' 0" Rough Opening Height: 6'.8 518" Exterior Color: White a ;Hinging Direction:Sliding/Fixed -Glazing: Energy Saving Low E Glass (Recommended) Tempered Glass:Yes Interior Handle: Champagne Exterior Handle: White Exterior Keyed Lock:No Foot Bolt: No Aluminum Sill Support:None Grille: 3/4"Traditional`Wood Removable- Unfinished + Lite Pattern: 3W5H Fiberglass Insect Screen:Yes Wall Depth: 4 9/16" Series/Profile: ProLine 460 Lead Time: 14 Days Part Numbers: PCS WETS9681 X0 PCSU9681MLN (1) PCSW9681XOSCR(1) L adtime: 21 Days 0003 iVlanutacti re':Pe11a Windows&Patio Doors': gameSize 6' 2" W x 4' _.. ..............,................__... ...,._._. _._.__...__..._ ........... _ ,.. j11"H Division: Millwork 'RO Size=6' 2 3/4" W x 4' Product: Windows 11 3/4"H :Type: Double Hungs WD` �QA.�LI� C-�Ll llo� -Manufacturer:Pella Windows&Patio Doors Product Line: Pella Products 'roduct Configuration: 2-Aide ;Exterior Finish:Hassle-Free Aluminum Exterior -Frame Size Width: 6' 2" ' frame Size Height:4' 1111 `Rough Opening Width: 6'i 2 3/4" Rough or Height:4 11 3/41' --Exterior Color:White Advanced DP Perforinance(APP Only)- No _TM ; Seacoast Color:No Interior Finish: Unfinished-ready for site finishing. Glazing: Energy Saving Low E Glass (Recommended) Tempered Glass: No Hardware Color: Standard Champagne 'Handle Hardware:No ' Grille: 3/4"Traditional Wood Removable 2 of S i)'1/2212, .4 01.59 1-.infinished Lite Pattern: 4W214 Fiberglass Insect Screen: Yes Wall Depth: 6 9/16"Applied Series/Profile: ProLine 45.0 Lead.Time: 14 Days Part Numbers: PTDWFAS3759VVD i PTDU3759MUTN (2) j PTDW3759SCR(2) Leadtime: 21 Days MMMiiactau&: Pella.vindows Patio Doors .Frame Size= 3' 1"Vb'x 4' :aJ v sion IVlillwoik_......_...4 V H Product:Windows ctC� W-c- Dcu(,� >�-�"' ,SRO Size=3' 1 3/4" W x 4' Type: Double Hungs L`u3 lA)1 t�3 0D(OS '11 3/4" H 'Manufacturer: Pella Windows&Patio Doors -Product Line: Pella Products Product Configuration: Single Unit Exterior Finish: Rassle�Free Aluminum Exterior 'Frame Size Width: 3' V Frame Size height: 4' 11" Rough Opening Width: 3' 1 3/4" Rough Opening Height: 4' 11 3/4" Exterior Color: White Advanced DP Performance(APP Only):No Seacoast Color:No Interior Finish:Unfinished-ready for site finishing Glazing: Energy Saving Low E Glass ' ` :(Recommended) Tempered Glass:No Hardware Color: Standard Champagne Handle Hardware:No Grille: 3/4"Traditional Wood Removable- 'Unfinished Lite Pattern:4W2I4 Fiberglass Insect Screen:Yes Wall Depth: 6 9/16"Applied Series/Profile: ProLine 450 Lead Time: 14 Days Part plumbers: PTDWEAS3739'VD :PTDU3759MUN (1) PTDW3759SCR(1) - -- - Leadtime: 21 .Days _...._......._..__...... . _.._......... :dQ06 mad nufacturer: Pella.Windows& Patio Doors ; ;game Size= 5' 10" Vie x 2' Division: Millwork 4tooj i)65 _ NT t L l„ H �t.O Size=5 10 :3/4 �, x Product: Windows Type: Awnings ' 13,14 H Manufacturer: fella Windows& Patio Doors Product Line:Pella Products Product Configuration: 2-Wide Exterior Finish: Hassle=Hee Aluminum Exterior Frame Size Width: 5' 10" Frame Size.Height: 2' 1" 1 — Rough Opening Width: 5' 10 3/4" ` :Rough Opening Height: 2' 1 3/4" + 1E Exterior Color:White Interior Finish: Unfinished-ready for site finishing ® Glazing:Energy Saving Low E Glass _ Recommended :3 of 5 07/2212W)4 01:59 Plvi us 0 ua i c Tempered Glass: No Handle Hardware: Standard Champagne Fol.dAway Hardware -Grille: 3/4"Traditional Wood Removable :Unfinished Lite Pattern: 3W2H Fiberglass Insect Screen., Champagne Wall Depth: 6 9/16"Applie:d -Series/Profile:ProLine 450 Lead Time: 21 Days Part Numbers: PA2WEAS35252D PA2U3525MUN (2) PA23525SCR(2) 0007 ...........! M,&_n, Ufic,turer: Pella Windows& Patio Doors -frame Size=4' 2 W x 3' Division..:Mllfwork'_ J it I"H Product: Windows RO Size=4' 2 3/4" W x 3' Type: Casements A 13/4" H Manufacturer: Pella Windows&Patio Doors ;Product Line:Pella Products Product Configuration.- 2-Wide Exterior Finish- Hassle-Free Aluminum Exterior Frame Size Width:4' 21' "Frai-ne Size Height: 3' 11 -Rough Opening Width, 4' 2 3/4" ; 3'Rough Opening Height- 113/4" Co4QALE 4)LQP1DU V,.Exterior Colo'. White .0, S No ::Seacoast Colol Anterior Finish: Unfinished-ready for site finishing Glazing: Energy Saving Low E Glass (Recommended) 71\ rTempered Glass:No '-Handle Hardware: Standard Champagne si FoldAway Hardware Grille: 3/4"Traditional Wood Removable- :Unfinished Lite Pattern- 2W414 Fiberglass Insect Scree6. Champagne Wall Depth: 6 9/16"Applied Series/Profile: ProLine 450 Lead Time: 14 Days Part Numbers: PC2WEAS2547LRD . :PC2U2547N14UN(2) PC22547SCR(2) Leadtime:21 Days anu 0 oors T- Division: Millwork (0 'Product: Doors 'Type: Accessories/Paris/Other Manufacturer:Pella Windows&Patio Doors Product Line-,Pella Predicts Product Configuration: Grilles Accessory Item: Grilles for Contemporary Sliding Patio Door Accessory Type: Grilles for 2-Panel Door Frame Size Width: 5' 11 1/4" :Frame Size Height:6' 8 01, Grille: 3/4"Traditional Wood Removable Unfinished 4of 5 07/22/2004 01:59 PM Pella Windows and Doors _Pella Products Page 1 of 2 FOR THE 13UILDER ARCHITECT CUSTOMIER SERVICE CAP.EERS OUR CCNIPANIY SEARCH: I •D WINDOWSDOORS ENTRY DOORS STORM D►•RS HUR.RICANESHIELD' UNIQUE FEATURES PHOTO i Double-Hung Windows Home > Pella.Products > Windows > Double-Rung > ProLine t � ProLine __ yin Basic done beautifully TM—our most affordable windows are available in a wide variety of standard sizes and three standard exterior colors. By keeping our ProLine®offering simple we I maximize your value. Pella factory-tests every standard venting ProLine®window for air infiltration—if it doesn't pass,-it doesn't ship. Gr Benefits • Tilt-to-Clean Sash—both sash tilt so interior and exterior y glass can be easily cleaned from inside your home. Wood Interior—natural wood interior may be painted or stained to match decor. Hassle-FreeTm Aluminum Exterior=tough aluminum exterior features a seven-step,baked-on finish. zoom m Glass—energy-efficient double-pane glazing options provide. superior performance in hot and cold climates. Options Tilt- INTERESTED IN THIS WINDOW? include argon and Low-E coatings. Argon-filed, Low-E Regvest an Appointment insulating glass available with White, Tan & Brown exteriors. Standard insulating glass available with White exterior only. Compoi E-mail Product Information Hardware—cam-action locks are designed to increase to thi Print Page leverage as the window is closed to assure a superior, find a Stara weather-tight seal. Request Literature Options • Exterior colors—Hassle-FreeTm aluminum cladding available Warranty Information - in White, Tan or Brown. Size/Design charts(PDF) • Grilles—Three grille options: Removable Wood Interior `Installation IhStructions CPDFI Muntins with a real wood, beveled profile; permanently installed aluminum grilles-between-the-glass; or grilles Architectural Information permanently bonded to the interior and exterior of the insulating glass simulating a divided light appearance. • Flat Full Insect Screen—rust-free fiberglass • Hardware finishes—Bright Brass, Satin Nickel, Champagne or White. • Prefinished Interior—factory-applied primer-and finish coat of white latex'paint Grilles Available Patterns: 'ItU http://www.pella.com/products/Windows_patiodoors/Detail.asp?path=/products/windows/d... 8/10/2004 DOUBLE-HUNG WINDOWS ffF1 ProLine°: Traditional Muntin Pattern Clad Windows Size Table Scale 1/8" = 1' 0" Transoms Fixed Companion Units (654) (755) (857) (959) (1 060) (1 060) (1 213) (1 365) (1 617) (635) (737) (838) (940) (1 041) (1 041) (1 194) (1 346) (1 499) Opening 2'13/4" 2'53/4" 2'93/4" 3'13/4" 3'53/4" 3'53/4" 3'113/4" 4'5314" 4'113/4" Frame 2'1" 2'5" 2'9" 3'1" 3'5" 3'5" 3'11" 4'5" 4'11° N N ® Meets typical egress requirements.Check m O =O =O =O O all applicable codes for emergency egress 2514 2914 3314 3714 4114 requirements. Vent Units ®Z Can be used on first floor only where codes permit 5.0 ft2(0.46m2). EA 0 Tempered glass is standard. E' Tempered lass is op tional. 11 Ej N N 2535 2935 3335 3735 Fixed unit only. 0 (h Elm, 2541 2941 3341 3741 4741 r r Lim El Note: • Traditional muntin pattern shown € (muntins optional). 2547 2947 3347 3747 4147 2553 2953 3353 3753 4153 4753 a E € 2557 2957 3357 3757 4157 5357 M 2559 2959 3359 z !Z3759h 4159 5359 - € < � ...v i . ® ® ) € 2565 2965 3365 3765 4165 5965 _ f ® - 2571 2971 3371 3771 4171 5971 Z4 DOUBLE-HUNG WINDOWS LI ProLine°: Grilles-Between-the-Glass Clad Windows Size Table Scale 1/8" = 1' 0" Transoms Fixed Companion Units (654) (755) (857) (959) (1060) (1060) (1213) (1365) (1517) (635) (737) (838) (940) (1 041) (1 041) (1 194) (1 346) (1 499) Opening 2'13/4" 2'53/4" 2'93/4" 3'13/4' 3'53/4" 3'53/4" 3'113/4" 4'5314" 4'113/4" Frame 2'1" 2'5" 2'9" 3'1" 3'5" 3'5" 3'11" 4'5" 4'11" a N �O 0 0 =O O ( O 1® Meets typical egress,:requiremenfs.Chec1C' 2514 2914 3314 3714 4114 *--all apphcalile codes_for emergency_ , ss� �requiiements. � Vent Units ®2 Can be used on first floor only where codes permit 5.0 ft2(0.46m2). [] Tempered glass is standard. Fixed unit only. 2535 2935 3335 3735 . P3 2541 2941 3341 3741 4741 I r i Note: _,►_E,,, • Traditional muntin pattern shown _m. (muntins optional). 2547 2947 3347 3747 4147 2553 2953 3353 3753 4153 4753 a 2557 2957 3357 3757 4157 5357 AL- 6 ®z .. .,....m.... ® ! 2559 2959 3359 3759:--..., 4159 5359 HIP n ® ® I 2565 2965 3365 3765 4165 5965 P4P yn P ilk I � d 2571 2971 3371 3771 4171 5971 MH DOUBLE-HUNG WINDOWS HTProLineO: Design Data VENT UNITS FIXED UNITS VENT VISIBLE FRAME PERFORMANCE UNIT CLEAR OPENING AREA GLASS AREA CLASS& VISIBLE FRAME AREA PERFORMANCE( GRADE"' UNIT CLASS&GRADE FT' FT' FT' (Design Pressure) GLASS FT' FT' (Design Pressure) WIDTH HEIGHT 2535 22-1/8 14-1/4 2.2 4.0 6.1 R50 4147 10.4 13.4 R50 2541 22-1/8 17-1/4 2.6 4.8 7.1 R50 4741 10.4 13.4 R50 2547 22-1/8 20-1/4 3.1 5.7 8.2 R50 4753 13.9 17.3 R50 2553 22-1/8 23-1/4 3.5 6.5 9.2 R50 5357 17.2 21.0 R50 2557 22-1/8 25-1/4 3.8 7.0 9.9 R40/50** 5359 17.9 21.7 R50 2559 22-1/8 26-1/4 4.0` 7.3 10.2 R40/50** 5965 22.4 26.6 R50 2565 22-1/8 29-1/4 4.4 8.2 11.3 R40/50** 5971 24.6 29.1 R50 2571 22-1/8 32-1/4 4.9 9.0 12.3 R40/40** 2935 26-1/8 14-1/4 2.6 4.8 7.0 R50 TRANSOM UNITS 2941 26-1/8 17-1/4 3.1 5.8 8.3 R50 2947 26-1/8 20-1/4 3.6 6.8 9.5 R50 PERFORMANCE 2953 26-1/8 23-1/4 4.2 7.8 10.7 R50 UNIT VISIBLE FRAME AREA CLASS&GRADE"' GLASS FT' FT' (Design Pressure) 2957 26-1/8 25-1/4 4.5 8.4 11.5 R40/50* _2959 26-1/8 26-1/4 4.7 8.8 11.9 R40/50* 2514 1.2 2.4 R50 2965 26-1/8 29-1/4 5.3 9.8 33.1 R40/50* 2914 1.5 2.8 R50 2971 26-1/8 32-1/4 5.8 10.8 14.3 R40/40* 3314 1.7 3.2 R50 3335 30-1/8 14-1/4 3.0 5.6 8.0 R50 3714 2.0 3.6 R50 3341 30-1/8 17-1/4 3.6. 6.7 9.4 R50 4114 2.2 4.0 R50 3347 30-1/8 20-1/4 4.2 7.9 10.8 R50 3353 30-1/8 23-1/4 4.8 9.1 12.1 R40/50* Meets typical egress requirements. Check all applicable codes for 3357 30-1/8 25-1/4 5.2 9.9 13.1 R40/50* emergency egress requirements. 3359 30-1/8 26-1/4 5.4 10.2 13.5 R40/50* (1)Maximum performance when glazed with the appropriate glass thick- 3365 30-1/8 1 29-1/4 6.1 11.4 14.9 R40/50* ness. To convert areas to square meters(mr),multiply square feet by 0.0929. 3371 30-1/8 32-1/4 6.7 12.6 16.3 R30/30* *Without DP kit l with DP kit. 3735 33-1/8 14-1/4 3.4 6.4 9.0 R40/50* 3741 33-1/8 17-1/4 4.1 7.7 10.5 R40/50* 3747 33-1/8 20-1/4 4.8 9.0 12.1 R40/50* CLEAR OPENING 3753 33-1/8 23-1/4 5.5 10.4 13.6 R40/50* r--WIDTH-1 _3757 ,�33-1/8 25-1/4 5.9 11.3 14.6 R40/50*_ `3759 33'1/8 264/4 6;2 11%7 15.2 R40/50* 13765 33-178 29-114- =6: 8. 6 9-``10-- 1 .7-_R30/50* 3771 33-1/8 32-1/4 7.6 14.4 18.2 R30/30* 4153 37-1/8 23-1/4 6.1 11.7 15.1 R40 4157 37-1/8 25-1/4 6.6 12.7 16.2 R40 Q?= 4159 37-1/8 26-1/4 6.9 13.2 16.8 R30 ��L UJ 4165 37-1/8 29-1/4 7.7 14.7 18.5 R30 417 337-1/8 32-1/4 1 8.5 1 16.2 2072 R30 CLEAR OPENING SCHEMATIC MIS( L ANEOUS ORMUl"A ...ems 4.,:,...:_;. ._............_..r.....+,..,..�i«,�F3...�..zz.rz.sU�a....s�...-....:.._. ...wa'„et.._.c..�...e.u..3 rgah VENT UNITS: _ FIXED UNITS/ TRANSOMS: E] VISIBLE Width=Frame-5" Width=Frame-5-1/8" GLASS Height= Height= (Frame-6-5/16")/2 Frame- 5-1/8" Width=Frame-4" VENT AREA ACTUAL Width=Frame-4" GLASS Height= Height=Frame-4" (Frame-4-5/16")/2 VENT AREA SCHEMATIC �� ® DOUBLE-HUNG WINDOWS ProLine°: Traditional Muntin Pattern Clad Windows Size Table Scale 1/8" = 1' 0" Transoms Fixed Companion Units (654) ,(755) (957) (959) (1 060) (1 060) (1 213) (1 365) (1 517) (635) (737) (838) (940) (1 D41) (1 041) (1 194) (1 346) (1 499) Opening 2'13/4" 2'53/4" 2'9314" 3'13/4' 3'5314" 3'53/4" 3'113/4" 4'53/4" 4'113/4" Frame 2'1" 2'5" 2'9" 3'1" 3'5" 3'5" 3'11" 4'5" 4'11" N N Meets typical egress requiremenAMR—, h k ' 0 T) all,applicable cones for emergency egress 2514 2914 3314 3714 4114 1 re6(llirermar S. _ Vent Units ®Z Cae be used on first floor only where codes permit 5.0 ft2(0.46m2). CO Tempered glass is standard. ❑T Tempered glass is optional. 2535 2935 3335 3735 OO Fixed unit only. _ in in 2541 2941 3341 3741 4741 m� Elm Note: El • Traditional muntin pattern shown €� ' !` (muntins optional). 2547 2947 3347 3747 4147 . x z R {_ i ) 2553 2953 3353 3753 4153 4753 4 ! � 2557 2957 3357 3757 4157 5357 ® € 2559 2959 3359 3759 4159 5359 : a a 2565 2965 3365 3765 4165 5965 r ., i- t m `_ ® ° t.m rrw 2571 2971 3371 3771 4171 5971 ® DOUBLE-HUNG WINDOWS EMProLineO: Design Data VENT UNITS FIXED UNITS VENT VISIBLE FRAME PERFORMANCE CLEAR OPENING PERFORMANCE CLASS& VISIBLE FRAME AREA UNIT AREA GLASS AREA GRADE"' UNIT GLASS FT' CLASS&GRADE"' FT1 FT' FT' (Design Pressure) (Design Pressure) WIDTH7 HEIGHT 2535 22-1/8 14-1/4 2.2 4.0 6.1 R50 4147 10.4 13.4 R50 2541 22-1/8 17-1/4 2.6 4.8 7.1 R50 4741 10.4 13.4 R50 2547 22-1/8 20-1/4 3.1 5.7 8.2 R50 4753 13.9 17.3 R50 2553 22-1/8 23-1/4 3.5 6.5 9.2 R50 5357 17.2 21.0 R50 2557 22-1/8 25-1/4 3.8 7.0 9.9 R40/50** 5359 1 17.9 21.7 R50 2559 22-1/8 26-1/4 4.0 7.3 10.2 R40/50** 5965 22.4 26.6 R50 2565 22-1/8 29-1/4 4.4 8.2 11.3 R40/50** 5971 24.6 29.1 R50 2571 22-1/8 32-1/4 4.9 9.0 12.3 R40/40** 2935 26-1/8 14-1/4 2.6 4.8 7.0 R50 TRANSOM UNITS 2941 26-1/8 17-1/4 3.1 5.8 8.3 R50 2947 26-1/8 20-1/4 3.6 6.8 9.5 R50 PERFORMANCE 2953 26-1/8 23-1/4 4.2 7.8 10.7 R50 UNIT VISIBLE FRAME AREA CLASS&GRADE"' n Pressure) 2957 26-1/8 25-1/4 4.5 8.4 11.5 R40/50* GLASS FT' FT' (Design 2959 26-1/8 26-1/4 4.7 8.8 11.9 R40/50* 2514 1.2 2A R50 2965 26-1/8 29-1/4 5.3 9.8 13.1 R40/50* 2914 1.5 2.8 R50 2971 26-1/8 32-1/4 5.8 10.8 14.3 R40/40* 3314 1.7 3.2 R50 3335 30-1/8 14-1/4 3.0 5.6 8.0 R50 3714 2.0 3.6 R50 3341 30-1/8 17-1/4 3.6 6.7 9.4 R50 4114 2.2 4.0 R50 3347 30-1/8 20-1/4 4.2 7.9 10.8 R50 3353 30-1/8 23-1/4 4.8 9.1 12.1 R40/50* Meets typical egress requirements. Check all applicable codes for 3357 30-1/8 25-1/4 5.2 9.9 13.1 R40/50* emergency egress requi rements. 3359 30-1/8 26-1/4 5.4 10.2 13.5 R40/50* (1)Maximum performance when glazed with the appropriate glass thick- 3365 30-1/8 29-1/4 6.1 11.4 14.9 R40/50* ness. To convert areas to square meters(m'),multiply square feet by 0.0929. 3371 30-1/8 32-1/4 6.7 12.6 16.3 R30/30* *without DP kit with DP kit. 3735 33-1/8 14-1/4 3.4 6.4 9.0 R40/50* 3741 33-1/8 17-1/4 4.1 7.7 10.5 R40/50* 3747 33-1/8 20-1/4 4.8 9.0 12.1 R40/50* CLEAR OPENING 3753 33-1/8 23-1/4 5.5 10.4 13.6 R40/50* [--MDT 3757 33 1/8 25-1/4 5.9 11.3 14.6 R40/50* ,„3_,7A59"®c33 1/8%�2,6 1./,,4m j6-24j 41.0 rT5001►5aZ i�IR40%r50 3765 33-1/8 29-1/4 6.9 13.0 16.7 R30/50* 3771 33-1/8 32-1/4 7.6 14.4 18.2 R30/30* 4153 37-1/8 23-1/4 6.1 11.7 15.1 R40 4157 37-1/8 25-1/4 6.6 12.7 16.2 R40 la:Z= 4159 37-1/8 26-1/4 6.9 13.2 16.8 R30 v a an 4165 37-1/8 29-1/4 7.7 14.7 18.5 R30 4171 37-1/8 32-1/4 1 8.5 16.2 20.2 R30 CLEAR OPENING SCHEMATIC MISCELLA( EOUS`FORMULAS VENT UNITS: FIXED UNITS/ TRANSOMS: VISIBLE Width=Frame-5" Width=Frame-5-1/8" GLASS Height= Height= (Frame-6-5/16")/2 Frame- 5-1/8" Width=Frame-4" VENT AREA ACTUAL Width=Frame-4" GLASS Height= Height=Frame-4" (Frame-4-5/16")12 g VENT AREA SCHEMATIC Pella Windows and Doors -Pella Products Page 1 of 2 FOR THE BUILDERJARCHITECT CUSTONIIER SERVICE CAREERS • OUR COMPANY SEARCH: D WINDOWS . DOORS ENTRY DOORS STORM ..s• r - UNJOUE FEATURES PHOTO GALLERY Casement Windows Home > Pella Products > Windows > Casement > ProLine ProLine eau Basic done beautifullyTm—our most affordable windows are available in a wide variety of standard sizes and three standard exterior colors. By keeping our ProLine®offering simple we maximize your value. Pella factory-tests every standard venting ProLine®window for air infiltration—if it doesn't pass, it doesn't ship. Inte( Benefits Hardware exclusive integrated crank with fold-away handle won't interfere with window treatments. Stainless steel operating hardware resists rust&corrosion. Sash Lock—patented SureLock®system reaches out to lift m and pull the sash tight against the weatherstripping p g g to forma zoom tight seal. Patented Unison Lock System secures both upper and lower locks with,a single easy-to-reach handle. Easy Cleaning—sash moves toward the center of the frame �r INTERESTED!N THIS WINDOW? a full 4",which is wider than most competitors' standard 40 Request an Appointment casements—making it a breeze to clean exterior glass from inside your home. comma, E-mail Product Cnformatican . Wood Interior—natural wood interior may be painted or to ih( Print Page stained to match docor. -- Eind a Store • Hassle-FreeTm Aluminum Exterior—tough aluminum exterior, features a seven-step, baked-on finish. Request Literature a Glass—choose the double-pane protection of energy-saving, argon-filled Low-E insulating glass or standard insulating Warranty Information glass. Size/Resign Charts i,PDF)- . Installation Instructions(PDF� Options . Exterior.colors—Hassle-FreeT"' aluminum cladding available Architectural Information in White, Tan or Brown. Muntins (grilles)—Removable Wood Interior Muntins with a real wood, beveled profile or permanently installed aluminum g rilles-between-the-g lass Flat Insect Screen—rust-free fiberglass. . Hardware finishes—Bright Brass, Satin Nickel, Champagne, White or Oil-Rubbed Bronze. - Grilles Available Patterns: it s rww http://www.pella.com/products/windows_patiodoors/Detail.asp?path=/products/windows/c... 8/10/ 004 CASEMENT WINDOWS ProLine°: Traditional Muntin Pattern E4' Clad Windows Size Table Scale 1/8" = 1' 0" Transoms Fixed Companion Units (552) (654) (755) (908) (1060) (1213) (1365) (1517) (533). (635) (737) (889) (1 041) (1 194) (1 346) (1 499) Opening 1'93/4' 2'13/4" 2'53/4' 2'113/4' 3'5314' 3'113/4" 4'53/4" 4'113/4" Frame 1'9" 2'1" 2'5" 2'11' 3'5' 3'11" 4'5" 4'11" vN N N MOF ME) FM =(E) Notes: 2114 2514 2914 3514 • Traditional muntin pattern shown(muntins optional). • All vent units are available with left-or Vent and Fixed Units right-hand hinging.Hinging is designated as shown below. N N FOIJ MI (View from exterior) 2135 2535 2935 3535 1010 o� M ® ® ❑' ® ® Left Right n rn ®i 2141 2541 2941 3541 4741 Qc it? ❑n I 2147 �2547-J 2947 ® 3547 Mlt> 4147 5347 2153 2553 2953 3553 4753 5953 M<19n> nt> n rn n v a' 2159 2559 2959 3559 5359 in rn 2165 2565 2965 3565 5965 En Zn a o lE o 0 2171 2571 2971 3571 5971 m Standard hardware provides egress opening. Left-or right-hand hinging. Can be used on first floor only where codes permit 5.0 ft 2(0.46m'). ❑T Tempered glass is standard. ❑T'Tempered glass is optional. Fixed unit only CASEMENT WINDOWS ProLine° Clad Windows. Design Data VENT & FIXED UNITS FIXED UNITS VENT VISIBLE FRAME PERFORMANCE VISIBLE FRAME PERFORMANCE UNIT CLEAR OPENING AREA GLASS AREA UNIT GLASS AREA FTZ FTZ FT' CLASS & GRADE' FTZ FTZ CLASS &GRADE' WIDTH HEIGHT (DESIGN PRESSURE) (DESIGN PRESSURE) 2135 10" 30-7/8" 3.7 3.3 5.1 R50 4147 10.5 13.4 R55 2141 10" 36-7/8" 4.4 4.0 5.9 R50 4741 1 10.5 13.4 1 R55 2147 10" 42-7/8" 5.1 4.7 6.8 R50 4753 14.0 17.3 R40 2153 10" 48-7/8"S 5.8 5.3 7.7 R50 5347 14.0 17.3 R40 2159 10" 54-7/8" 6.5 6.0 8.6 R50 5359 18.0 21.7 R45 2165 10" 60-7/8" 7.3 6.7 9.4 R50 5953 18.0 21.7 R45 2171 10" 66-7/8" 8.0 7.3 10.3 R50 5965 22.5 26.6 R40 5971 2535 14" 30-7/8" 4.5 4.2 6.0 R50 24.8 29.1 R70 2541 14" 36-7/8" 5.4 5.0 7.1 R50 TRANSOM UNITS 2547 + 1;4 42=7/8'"l-6 3, 5.8 8.1 R50 PERFORMANCE "� ' VISIBLE FRAME �1p4"---48-7/8"-----7.Z--``6:7--"9-2� - ^R50 � UNIT GLASS AREA 2559 14" 54-7/8" 8.1 7.5 10.2 R50 FT' FTZ CLASS &GRADE' 2565 14" 60-7/8" 8.9 8.3 11.2 R50 (DESIGN PRESSURE) 2571 14"- 66-7/8" 9.8 9.2 12.3 R50 2114 1.0 2.0 R70 2935 20-1/8" 30-7/8" 5.4 5.0 6.0 R50 2514 1.3 2.4 R70 2941 20-1/8" 36-7/8" 6.4 6.0 7.1 R50 2914 1.5 2.8 R70 2947 20-1/8" 42-7/8" 7.5 7.0 8.1 R50 3514 1.9 3.4 R70 2953 20-1/8" 48-7/8" 8.5 8.0 9.2 R50 1.Maximum performance when glazed with the appro- 2959 20-1/8" 54-7/8" 9.6 9.0 10.2 R50 priate glass thickness. 2965 20-1/8" 60-7/8" 10.6 10.0 11.2 R50 2971 20-1/8" 66-7/8" 1 11.7 11.0 12.3 R45(50) Numbers in()parenthesis indicate performance with 3535 24 30-7/8" 6.7 6.3 8.5 R50 optional brace clips installed-applies to fixed units only. 3541 24" 36-7/8" 8.0 7.5 9.9 R50 3547 24" 42-7/8" 9.3 8.8 11.4 R45 3553 24" 48-7/8" 10.6 10.0 12.8 R50 i 3559 24" 54-7/8" 11.9 11.3 14.3 R50 i 3565 24" 60-7/8" 13.2 12.5 15.7 R45 (50) 3571 24" 66-7/8" 14.5 13.8 17.2 R45 (50) 1 Dashed line indicates --- -- sash position for clear * Egress conversion kit required. F Fixed only. aaervwc wimH opening on 29'units. O Unit meets typical egress requirements. Check all applicable codes for egress require- ments. Ro/screen°insect screen will reduce clear opening. To convert areas to square meters(ml),multiply square feet by 0.0929. o � t WINDOWS: CLEAR OPENING SCHEMATIC VISIBLE GLASS Width = Frame- 5" Height = Frame - 5" Shaded portion shows vent area with window open 96. ACTUAL GLASS Width = Frame -4" Height = Frame-4 VENT AREA SCHEMATIC SLIDING CONTEMPORARY DOORS LD ProLine°: Traditional Muntin Pattern Clad Door Size Table Scale 1/8" = 1' 0" Opening 3'13/8" (949) 5.0. (1 524) 6'0" (1828) 8.0. (2438) Frame 3'0518" (930) 4'11114" (1 505) 5'11114' (1 810) 7'111/4" (2419) MEN 11111111 9W $ WrIr � � W io @± FIXED(0) FIXED-VENT(OX)' FIXED-VENT(OX)' FIXED VENT,(OX)' 3781 6081 7281 "f;',g�1 Notes: Opening 6'0" (1 828) • Traditional muntin pattern shown(muntins optional). Frame 5'111/a° (1 810) a n • Fixed Vent(OX)right panel opens,left panel =N d is fixed. Units open in the direction of arrow o as viewed from exterior. ZD ro • All doors are glazed with tempered glass. FIXED-VENT 7262 Vent/Fixed(XO)doors are also available. Tempered glass is standard on transom unit. Fixed Transoms Opening 3'13/8' (949) 5'0° (1 524) 6'0" (1 029) 8'0° (2438) Frame 3'05/8' (930) 4'111/4" (1 505) 5'111/a" (1810) 7'111/4' (2419) n m N N ® ❑T ❑T 3714 6014 7214 9614 SLIDING CONTEMPORARY DOORS 4 ProLine°: Design Data CLEAR OPENING VISIBLE PERFORMANCE UNIT VENT GLASS FRAME CLASS & WIDTH HEIGHT AREA FTZ AREA FTZ AREA FTZ GRADE" (Design Pressure) �D.00RS Y.J'. 3781-0 — — — 14.3 20.4 R50 6081-XO,OX 23-7/8" 76-1/4" 12.6 22.8 33 R40 7281-XO,OX 29-7/8" 76-1/4" 15.8 28.6 39.6 R40 t 9681-X03 OX 47i8' �e6-114w 22.2 40.1 43:. _a 7282-XO,OX 29-7/8" 77-5/8" _ 1671 29-2 . TRANSOMS, 3714 — — — . 2.5 3.6 R50 6014 — — — 4.2 5.8 R50 7214 — — — 5 6.9 R50 9614 — — — 6.9 9.3 JR50 All dimensions are approximate to the nearest 1116". *The second value, where shown,provides the clear opening for the active panel only. ' R 3 h„a .� [ ':/ ! { � � ``�:0�♦ I�,�S..,��1.Yi vk...,y7t i rlLi k f3+ t�J... 5+ Ah7..4ti t51k1�,As1.,,,, . �-+sy:.�h,{S,nJw az� :...'b+ i..r"tIL � �d-<<„11:� L�Cw�"�45�11{hv �....rl {1�Ji t1 trr�� r,,,.,,,h,,ir�l j�N.�+„l lnntp�k7 I ..a..L_ .�"r'Y�•w{,y�kl rrL it.,.E1 }..ay.��„ita.�?�.+SN.� _.:r �,++j�. � t1Gvf-�tY,��,�,t tti;,/tl ry�3'�a DOORS: TRANSOMS: Width of 0 = Frame—6-3/4" Frame—3-1/4" a c VISIBLE GLASS Width of XO = (Frame— 11-5/8")/2 ti Height= Frame— 11-1/16" Width of 0 = Frame—5-5/8" Frame—2" ACTUAL GLASS Width of XO = (Frame—9-1/4")/2 Height= Frame—9-7/8" 0 w 0 z z w 0 w w U CLEAR OPENING WIDTH CLEAR OPENING SCHEMATIC ENTRY DOORS 0303 20 Minute / 90 Minute Fire Doors on Size Table Scale 1/8" = 1' 0" 20 Minute Labeled Fire Door* Opening 2'10114" (870) 3'2114" (972) Frame 2'9 1/2" (851) 3'11/2" (953) N "O O O � CI ZD ZD 2'8'x 6'8' 3'0'x 6'8' 'Available in 4-9/16", 4-11/16, 5-3/16", 6-9/16", and 6-11/16 wall depths only. 9'0 Minute Labeled Fire Door** Opening 2'10114" (870) 3'2114" (972) Frame 2'91/2" (851) 3'1112" (953) N N -o -a n o OI 00 c0 cD 2'8'x 6'8' 3'0'x 6'8' **90 minute split steel frames available to fit 4-1/2"to 5-1/2"or 5-3/4"to 6-3/4"wall depths. NOTES: •All units are available with either Flush or 6-Panel door style and are In-Swing only. •All units are available with left or right-hand hinging. Exterior view of right-hand hinging shown. ENTRY DOORS In-Swing Door and Sidelight Size Table Scale 1/8" = 1' 0" Masonry 2'101/2' (876) 3'01/2' (927) 3'41/2" (1 029) 1'41/2"(419) 1'61/2"(470) Opening 2'8114" (819) 2'10114" (870) 3'2114' (972) 1'21/4' (362) 1'41/4" (413) Frame 2'71/2' (800) 2'91/2" (851) 3'1112" (953) 1'11/2" (343) 1'31/2" (394) N N N \ \ \ Ch 2'6'x6'8' 2'8'x6'8' 3'0'x68' 1'0'x6'8' 1'2'x6'8' N \ \ _N 2'8'x7'0' 3'0'x7'0' 1'0'x7'0' 1'2'x7'0' N N N \ \ \ Go Co 6D 2'6'x 8'0' 2'8'x 8'0' 3'0'x 8'0' 1'0'x 8 0' 1'2'x 8'0' TO"DOORS ARE AVAILABLE IN PREMIUM STEEL ONLY NOTES: • Masonry dimensions include the use of Pella®Aluminum Traditional Trim(#72D6)for clad doors and brickmould for wood doors. • All operable units are available with left or right-hand hinging.Exterior view of right-hand hinging shown. 35 Y ENTRY DOORS 03M Carbonite TM Fiberglass Panel Style, Size and Glazing Options t"'..; i 4 b _it }: 7 , Ar .. ..�1 ,�.. :� M! �J l,'i'LL .f �-":' 4FPf tF t '} G`.Y3� S'+� .,....0 lq Fl• �,j ��'{, �A M1"! L = mG1 `REFERENCE .c. ' z z z "PANEL STYLE DOOR SIZE, C n m m r m" m �.. G rn D " i- m.r- G " m rn GLASS SIZE _ -� D D m ' z � „D D m cn m, 2' 8" x6' 8" — = TO" x 6' 8" — N J U- _ 2' 8" x 6' 8" 22" x 64" • • • • • • • • • W ~ TO" x6' 8" 22" x64" • • • • • • • • •. J J J 2' 8" x 8' 0" 22" x 80" • • • • • • • • • LL ,,.'+ 3' 0" x8' 0" 22" x80" • • • • • • • • • 2' 8" x 6 8" 20" x 56" • • -j 3' 0" x 6' 8" 20" x 56" • • O u„ 2' 8" x 6' 8" 22" x 64" • • • z - -j TO" x6' 8" 22" x64" • • J �z LL— Ln 00 2' 8" x6' 8" — Lu — LL' 3' 0" x6' 8" z HU a 2' 8" x8' 0" L6 20=1 TO" x8' 0" — �b Proficient Construction Peter Sabo Office 745-1991 Fax 745-0022 140 Glen St. cell 744-7728 Home 746-1239 Glens Falls,NY 12801-1991 Tom & Mary Jane Sotanski 798-8623 21 Highland Drive Queensbury NY 12804 William E. Montgomery Jr. P.E. 792-4262 104,Hartman Loop, Queensbury,NY 12804 Peter Brown, Construction Manager cell 796-5600 office 745-7112 36 Gage Ave. fax 745-8741 Glens Falls,NY 12801-2935 Gails home 798-5530 cell 796-4301 Town of Queensbury Building& Code Enforcement 761-8256 742 Bay Road Dave Hatin fax 745-4437 Queensbury,NY Sandy Kruger - Sue Hemmingway 761-8256 John O'Brien 761-8255 Craig Brown -Bruce Frank Steve Smith, Fire Marshal 761-8208 og- 61-10 Permit Number MECcheck Compliance Report Checked By/Date 1995 MEC MECcheck Software Version 3.3 Release lb Data filename: C:\Program Files\Check\MECcheck\Proficient Sotanski 8-7-04.cck TITLE:Proficient Construction CITY: Glens Falls STATE:New York HDD:7635 CONSTRUCTION TYPE: Single Family DATE: 08/09/04 DATE OF PLANS:4-10-04 PROJECT INFORMATION: Thomas&Mary Jane Sotanski 21 Highland Drive Queensbury,NY 12804 COMPANY INFORMATION: Profecient Construction Peter Sabo,Pres. NOTES: Rehabilitation&New Addition 2004 COMPLIANCE:Passes Maximum UA=639 Your Home=625 2.2%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 2:Flat Ceiling or Scissor Truss 548 25.0 6.0 18 Ceiling 3: Cathedral Ceiling(no attic) 1056 31.0 3.6 31 Ceiling 4:Flat Ceiling or Scissor Truss 884 31.0 3.5 27 Wall 2:Wood Frame, 16" o.c. 752 13.0 7.8 29 Door 4:Glass 160 0.280 45 Door 5: Solid 85 0.098 8 Wall 3: Wood Frame, 16"o.c. 1376 13.0 6.0 36 Window 3: Wood Frame,Double Pane with Low-E 786 0.280 220 Wall 4: Wood Frame, 16"o.c. 1385 19.0 6.0 66 Wall 5: Wood Frame, 16" o.c. 496 13.0 6.0 30 Floor 1:Unheated Slab-On-Grade,4.0'insul. 69 16.0 45 Floor 2:Heated Slab-On-Grade,4.0'insul. 82 16.0 53 Floor 3:All-Wood Joist/Truss, Over Unconditioned Space 540 25.0 5.0 17 i i COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements iwMECcheck Version 3.3 Release lb and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. Builder/Designer Date MECcheck Inspection Checklist 1995 MEC MECcheck Software Version 3.3 Release lb DATE: 08/09/04 TITLE:Proficient Construction Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 2:Flat Ceiling or Scissor Truss,R-25.0 cavity+R-6.0 continuous insulation Comments: [ ] 2. Ceiling 3: Cathedral Ceiling(no attic),R-31.0 cavity+R-3.6 continuous insulation Comments: [ ] 3. Ceiling 4:Flat Ceiling or Scissor Truss,R-31.0 cavity+R-3.5 continuous insulation Comments: Above-Grade Walls: [ ] 1. Wall 2:Wood Frame, 16"o.c.,R-13.0 cavity+R-7.8 continuous insulation Comments: [ ] 2. Wall 3:Wood Frame, 16"o.c.,R-13.0 cavity+R-6.0 continuous insulation Comments: [ ] 3. Wall 4:Wood Frame, 16"o.c.,R-19.0 cavity+R-6.0 continuous insulation Comments: [ ] 4. Wall 5: Wood Frame, 16"o.c.,R-13.0 cavity+R-6.0 continuous insulation Comments: Windows: [ ] 1. Window 3:Wood Frame,Double Pane with Low-E,U-factor: 0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: Doors: [ ] 1. Door 4:Glass,U-factor: 0.280 #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 2. Door 5: Solid,U-factor: 0.098 Comments: Floors: [ ] 1. Floor 1:Unheated Slab-On-Grade,4.0'insulation depth,R-16.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. [ ] 2. Floor 2:Heated Slab-On-Grade,4.0'insulation depth,R-16.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. [ ] 3. Floor 3:All-Wood Joist/Truss,Over Unconditioned Space, R-25.0 cavity+R-5.0 continuous insulation Comments: 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 Type IC rated and installed with no penetrations,or Type IC or non-IC rated installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials and 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 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 and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. 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 120°F or chilled fluids below 55°F must be insulated to the levels in Table 2. Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam 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) Page 1. ' DESIGN DATA: Revised 8-2-04 1. LIVE LOADS: NYSBC 2002 ROOF: UNIFORM SNOW LOAD(Ground Pg.) 70 psf 6/12 ROOF SNOW LOAD (Pf. ) 60 psf DECK UNIFORM SNOW LOAD 60 psf FLOORS: FIRST FLOOR 40 psf DECK 30 psf WIND LOADS: WALLS 90 MPH 3 sec. wind gust 20 psf GROSS ROOF UPLIFT 10 psf HAND RAILS HORIZONTAL LOAD @ 3' ABOVE DECK 200 plf. 2. DEAD LOADS: ROOF: TRUSSES & CEILING 15 psf FLOORS: FIRST 10 psf DECK 8 psf DEFLECTION FLOORS 1/360 ROOF L/240 3. SOIL PRESSURE: Queensbury Highland Dr. 3,000 psf 4. CONCRETE: CONCRETE walls- footings 2,500 psi CONCRETE slabs-basement 2,500 psi CONCRETE slabs-porch&walks 3,500 psi 5. INSULATION: FOUNDATION EXISTING Garage—Not heated. below slab 4'-0" R-5 /R-7 276 sq. ft. Lower Level - below slab 4'-0"R-5 /R-7 328 sq. ft. FOUNDATION PLANNED Lower Level—8" Conc. w/3-1/2" Studs with Ground at l'0"below top of foundation and Insulation to run dwn 5'R-13 /R-19 w/air spce blk. (941.ft.) 752 sq. ft LOWER LEVEL WALLS EXISTING 3-1/2"wall with%2"Plywood R-13 /R-18 496 sq. ft. L.L. GARAGE WALLS EXISTING 3-1/2"wall with %2"Plywood R-13 /R-18 608 sq. ft. UPPER LEVEL WALLS EXISTING 3-1/2"wall with "Plywood R-13 /R-18 1,367 sq.ft. NEW UPPER LEVEL WALLS 5-1/2"wall with %2 "Plywood R-19/R-21 1,367 sq.ft. 1". FL ABOVE GARAGE 8" in floor system R-25 /R-30 540 sq. ft. Is'. FL CEILING FLAT EXISTING 8" in ceiling above R-25 /R-30 548 sq. ft. 1st. FL CEILING CATHEDRAL 6/ 12 PITCH 8" in ceiling w/ 1"urethane R-31 /R-35 1,056 sq. ft. 1st. FL CEILING FLAT PROPOSED 8"in ceiling w/ 1"urethane R-31 /R-35 884 sq. ft. 6. WINDOWS ALL NEW PELLA R-3.5 /U- 0.28 786 sq. ft. 7. DOORS SL GLASS ALL NEW PELLA SLDNG GL. R-3.5 /U- 0..28 160 sq. ft, 8. DOORS NEW REGULAR DOORS R-11 /U-.098 85 sq.ft. 9. OVERHEAD DOORS NEW R-9.1 /U-.11 112 sq.eft. 10. ENERGY NOTES: A. THIS BUILDING WILL BE CONSTRUCTED AND INSULATED IN COMPLIANCE WITH THE NYSBC ENERGY CONSERVATION CONSTRUCTION CODE 2001. ALL "U" "R"AND INFILTRATION VALUES WILL BE MET OR EXCEEDED AS LISTED ABOVE. D. ENERGY CALCULATIONS ARE IN COMPLIANCE WITH THE NYS ENERGY CONSERVATION CODE 2001EDITION. WARREN COUNTY,ZONE 7,635 HEATING DEGREE DAY DESIGN. THE MEC 1995 COMPLIANCE REPORT IS ATTACHED TO THE DRAWINGS E. A VAPOR BARRIER SHALL BE PROVIDED ON ALL STUD WALLS OR CEILINGS ON THE INTERIOR SIDE OF THE FRAMING PER CODE. ALL EXTERIOR WALLS SHALL BE COVERED WITH AN APPROVED INFILTRATION BARRIER F. INSULATION WILL BE INSTALLED FROM WOOD TO WOOD BOTH HORIZONTALLY AND VERTICALLY AS SPECIFIED BY THE MANUFACTURER. G. ALL JOINTS AND OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED INCLUDING WINDOWS DOORS, AT SILLS AND BETWEEN CONCRETE AND WOOD CONNECTIONS AND OTHER DISSIMILAR MATERIALS ETC. 11. WINDOWS: SHALL BE ANDERSEN PERMASHIELD CASEMENT WITH INSULSHIELD GLASS W/TOTAL U VALUE OF 0.35 AND CENTER GLASS U VALUE OF 0.31 OR APPROVED EQUAL 12. ELECTRICAL: ELECTRICAL WIRING AND COMPONENTS SHALL BE DESIGNED AND INSTALLED TO MEET NEC, UL &ANSI CODES AND SHALL BE INSPECTED AND APPROVED BY AN INDEPENDENT ELECTRICAL INSPECTOR. 13. GENERAL NOTES: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL NYS CODE REQUIREMENTS AND LOCAL REQUIREMENTS OF THE TOWN OF QUEENSBURY. THE CONTRACTOR IS RESPONSIBLE FOR ALL EMPLOYEES AND WILL COMPLY WITH ALL OSHA STANDARDS, AND IS RESPONSIBLE FOR ALL CONSTRUCTION METHODS, TECHNIQUES, AND COORDINATION. THESE PLANS WERE DEVELOPED FOR A OVERALL SCOPE OF WORK. THE CONTRACTOR WILL CAREFULLY REVIEW ALL ITEMS,NOTES, DIMENSIONS ETC. PRIOR TO CONSTRUCTION AND TO VERIFY ALL ITEMS AS TO CORRECTNESS AND ACCURACY. THESE DRAWINGS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES. THE PROFESSIONAL SERVICES OF THIS ENGINEER DOES NOT INCLUDE ANY SITE REVIEW PRIOR TO CONSTRUCTION. PROFESSIONAL SERVICES ARE LIMITED TO CODE COMPLIANCE IN THE DESIGN AND DEVELOPMENT OF THESE PLANS ONLY. DURING THE DEMOLATION PROCESS THE CONTRACTOR MUST SECURE THE SERVICES OF AN ENGINEER TO REVIEW BEARING POINTS AND TO DESIGN SPECIFIC STRUCTURAL MEMBERS AS REQUIRED. ALL RECOMMENDED REQUIREMENTS WILL BE ISSUED IN WRITING AND PLAN FORM TO THE TOWN OF QUEENSBURY, THE OWNER'S AND CONTRACTOR FOR REVIEW PRIOR TO CONSTRUCTION. DEMOLITION NOTES: 1. PRE-DEMOLITION; THESE PLANS HAVE BEEN DEVELOPED FOR PRELIMINARY PLANNING TO BE USED UNTIL THE EXISTING CONSTRUCTION DETAILS AND MEASUREMENTS CAN BE DISCOVERED. BEFORE FRAMING MEMBERS CAN BE CUT OR REMOVED THEY WILL BE EXPOSED AND PROTECTED FROM WEATHER CONDITIONS. THE PROJECT ENGINEER SHALL BE NOTIFIED AND INVITED TO THE SITE. 14 IT IS THE CONTRACTORS RESPONSIBILITY TO ASSIST THE ENGINEER WITH FIELD DIMENSIONS AS DIRECTED WHEN THE ENGINEER IS ON SITE. EXISTING SITE UTILITIES, (well, septic systems, u.g. oil storage tanks) WILL BE LOCATED AND A PLAN ON PROTECTING THESE AND WORKING WITH THESE ITEMS WILL BE DEVELOPED AT THIS TIME. PRELIMINARY PLANNING TEMPORARY SHORING METHODS WILL BE DISCUSSED BUT ARE NOT TO BE IMPLIMITED UNTIL WRITTEN OR DRAFTED PLANS ARE MADE AVAILABLE BY THE ENGINEER. UPON COMPLETION OF THE ENGINEER'S WRITTEN DIRECTIVES THE CONCTRACTOR CAN PORCEED TO BEGIN PHASE 1 DEMOLATION. 2. PHASE 1 DEMOLITION; UPON COMPLETION OF THE ABOVE AND UPON ACCEPTABLE METHODS APPROVED BY THE ENGINEER THE CONTRACTOR WILL PROCEED TO BRACE THE EXISTING 6/12 ROOF ON THE NORTHERLY SIDE OF THE BUILDING. THE GARAGE CEILING WILL BE SHORED UP TO ALLOW THE REMOVIAL OF THE EXISTING MID-SPAN BEAM. THE FLOOR WILL BE CUT AND NEW CONCRETE FOOTINGS ADDED. ALL WOOD FRAMING WILL BE REMOVED IN FRONT OR THE SOUTH SIDE OF THE MAIN BEARING BEAM ALONG WITH ALL CONCRETE STRUCTURES WITH THE EXCEPTION OF THE MECHANICAL ROOM. THE DECK ON THE MECHANICAL ROOM AND BLOCK WALLS WILL BE LEFT IN PLACE AT THIS TIME TO PROTECT THE WATER SUPPLY. LOCATE THE WATER MAIN AND ELECTRICAL SUPPLY FROM THE MAIN TO THE PRESSURE TANK AND PROTECT THE LINE DURING CONSTRUCTION. THE SLAB BELOW THE MECHANICAL ROOM WILL BE LEFT IN PLACE. INSTALL THE NEW BEAM IN THE GARAGE. EXCAVATE FOR THE EXPANDED LOWER LEVEL. INSTALL THE NEW FOOTINGS AND FOUNDATION WALL. INSTALL THE NEW WINDOWS AND DOOR ON THE EXISTING PORTION OF THE BUILDING. Proficient Construction Peter Sabo Office 745-1991 Fax 745-0022 140 Glen St. cell 744-7728 Home 746-1239 Glens Falls,NY 12801-1991 Tom& Mary Jane Sotanski 798-8623 21 Highland Drive Queensbury NY 12804 William E. Montgomery Jr. P.E. 792-4262 104 Hartman Loop, Queensbury,NY 12804 Peter Brown, Construction Manager cell 796-5600 office 745-7112 36 Gage Ave. fax 745-8741 Glens Falls,NY 12801-2935 Gails home 798-5530 cell 796-4301 Town of Queensbury Building& Code Enforcement 761-8256 742 Bay Road Dave Hatin fax 745-4437 Queensbury,NY Sandy Kruger - Sue Hemmingway 761-8256 . John O'Brien 761-8255 Craig Brown -Bruce Frank Steve Smith, Fire Marshal 761-8208 R L(twes hII]):!/ni2osrv.V99X.fOWCSX Qtic)l C..JsJ)?jII-oJk"C[1(1=3 818 1417 Lite Pattern: 3W51H Series/Profile: ProLine 450 Lead Time: 21 Days Part Numbers: PCSU7291MUN (1) Prckiect Total: Salesperson: NATHAN WHfTE(S064INWI) Accepted by: Date: 07/22/2004 This Millwork Quote is valid until 7/28/2004, This is an estimate.only. This estimate does not include tax or delivery charges. Deliveiy of all materials contained in this estimate are subject to availability from the manufacturer or supplier—All the above quantities,dinie'nsions,specifications and accessories have been verified and accepted. I understand that this order will be placed according to these specifications and is non-refundable. ... ........... M SSZFI'30A ?,OWE'S COMPANIES, INC. PAGE: GF'N 0641 _ PROJECT ESTIMATE WINDOW QUOTE CONTACT: PROFICIENT, CONSTRUCTI SALES.iIANT: NATHAN WHITE CUST #: 11917008 SALESMAN #: 99287 PROJECT NUMBER: 83707 DATE ESTIMATED: 07/22/04 Q-Y ITEM # ITEM DESCRIPTION VEND PART # 91`4-2 Pt ;EL SL3DING GONTEMPU3�RY`D00 F'CS9681X0 t :, P r _SLvotot. GLASS poDQ . 2 89144 3%4"TRADITIONAL, 'WOOD REMOVABLE PCS9681X0 UNFINISHED GRILLES 2 8914.4 SCREEN PCS968IX0 TRADITIONAL WOOD—REMOVABLE_-PC'S7281 UNFINISHED GRILLES- �I9; �PC22547LR4a* — — $'9144 GRILL'E PC22547LR GN�-D\Gs- 2 89144 SCREEN PC22547LR jC T #39349 2 �_ - ianalvS__� -^--- PA235252- pT`TIC�� OEM�2Gt�c. CVQ `=6�_ 89' -1--GRII;I;E' _ - --� .�__ _ - P�123525'2"� 6 89144 SCREEN PA235252 a�Qul6ZC(� wwo k�',OTT- DOTME, HUNGS-- -7—PTD3 7 5.9V i0 $9144 3/4" TRADITIONAL WOOD REMOVABLE PTD3759V UNFINISHED GRILLE 89144 SCREEN PTD3759V M,rpR 8:914.4 2��7Z 7E_tf0uB-TE-HUNGS- PT3J3 7 5�9; J 20 y 89144 3/4" TRADITIONAL WOOD REMOVABLE PTD3759VV UNFINISHED GRILLE 20 $99144-9CPEEIV JQJ,-11 5_V 3.y3:-STNGi IsBOAR -- IrR55tC'Jb6NST14=Zi 3 4 222329 1/0 PELLA LOE SLDG FD FREE SCR R TOTAL FOR ITEMS FREIGHT CHARGES DELIVERY CHARGES TAX AMOUNT TOTAL ESTIMATE THIS ESTIMATE IS VALID UNTIL 07/29/04 MANAGER SIGNATURE � DATE THIS ESTIMATE IS NOT VALID WITHOUT MANAGER"S SIGNATURE.. THIS IS Ali ESTIMATE ONLY. DELIVERY OF ALL :MATERIALS CONTAINED IN THIS ESTIMATE ARE SUBJECT TO AVAILABILITY FROM THE MANUFACTURER OR SUPPLIER, QUANTITY, EXTENSION, OR ADDITION ERRORS SUBJECT TO CORRECTION. CREDIT TERMS SUBJECT TO-APPROVAL BY LOWES CREDIT DEPARTMENT. LOWES IS A SUPPLIER OF MATERIALS ONLY. -LOWES DOES NOT ENGAGE IN THE PRACTICE OF ENGINEERING, ARCHITECTURE, OR GENERAL CONTRACTING. LOWES DOES NOT AaSUME ANY RESPONSIBILITY FOR DESIGN, ENGINEERING, OR CONSTRUC`lON; FOR THE SELECT.-ON OR CHOICE OF MATERIALS FOR A GFNEP.AL OR SPECIFIC USE;. FOR QUANTITIES OR SIZING OF MATERIALS; FOR THE USE OR INSTALLATION OF PfiATERIALS; OR FOR COMPLIANCE WITH ANY BUILDING CODE OR STANDARD OF WORKMANSHIP.