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2003-440 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development.-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030440 Application Nutnbei•: A20030440 Tax Map No: 523400-290-006-0001-016-000-0000 Permission is hereby granted to: WILLIAM&MAUREEN SARA For property located at: STONEHURST 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: WILLIAM&MAUREEN SARA Fireplace 3 THISTLEWOOD Dr Garage-2 Cars Attached QUEENSBURY,NY 12804-0000 Single Family Dwelling $280,000.00 Total Value $280,000.00 Contractor or Builder's Name f Address Electrical Inspection Agency MICHAELS GROUP SUITE 1 10 BLACKSMITH Dr MALTA,NY 12020 Plans&Specifications 2003-440 3142 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE AS,PER PLOT PLAN SPECIFICATIONS $419.64 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,July 09,2004 (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 atreT*O*W*,**,,of e ury)) a nesday,July 09,2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. i - No inspection will be made until applicant has received a Fee Paid 2 9J.3.--44 o [� valid building permit. All applicants' spaces on this Rec.Fee Paid $ �.• application must be completed and must appear on the Reviewed By: application form. -� 8 ?003 OF Applicant: f e MrsNneU ��1a7_a Owner: 3.1 `err,- B �//!t Q SB(�Ry Address: it: a L.K4IsF.r r.FA -bt1-1 t/-r- Address: '3 t l� i�i GODC Phone#( ) Phone# 79<3 - t Propecation: Lot Number:J / House Number 3 / 5i7+nrr s¢u i a.t r y Subdivision Name: <T6sv A• /4t c 6,s i Tax Map Number: U New Building: residence /commercial 'Estimated Market Value of Construction: $ ow a Addition: residence/ commercial If an Addition,what will use of new addition be? b Alteration: residence/ commercial a No change to exterior size: residence/com'1 a 'Other work(describe ) Check OccupancyInformation 1` Floor 2n Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet ram Single family dwelling a Two family dwelling ' u Townhouse u Multifamily dwelling #of units a Office o Mercantile u Manufacturing a 1 car detached garage a 2 car detached garage a 3 car detached garage (� a -1 car attached garage of 2 car attached garage u 3 car attached garage a Storage building- commercial a Storage building- residential a Other What is the proposed'height of the structure -3y feet inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric oil gas/wood /forced hot air/ baseboard/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: - - -1 Name Address Phone Number ✓�/ Builder Atec 4.sc>l 6�� �U`' &SS-r, 3 // Plumber ? t�v .; i-V 61XI 3�tns� Mason L:II(k,4 of Electrician r 3' 471 S c rG sFt ... /t) Declaration: please sign below after you have carefully read the statement: To the best of my 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 premises and 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 I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all w co -action. Signature: 7 owner,owner's agent,architect,contractor Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date lC 20 Permit Na.Application is hereby made to the Building.& Codes Office for the issuance of Building and Use Permit pursuant to the New York date Fire Prevention and Building Coda. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises'to perfbr, tn required inspections. NOTE to applicant: Rough-in and4 Final Inspections, are required. Applicant Information Fuel Burning Appli'iince Information (circle appropriate words) Name: -fln f Stove: wood coal pellet gas Fireplace insert Address: Fireplace, factory-built: ,� gas, ;_-i f, wood Fireplace, masonry.- woo gas Furnace: wood gas oil rx Phone: If non-n-iasonary applicance,please provide 0wner:)?)f1 Manufacturer Name: Model Number:, Address: (A f f_) Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue the block,.. Size. inches Exact Address: of construction:or installation Factory-Built, Manufacturer name: Model Number- , Note.- Listed By:..-' Number: Construction lInstallation must .can f Idi brin to NYS Fire Prevention &Bui ng Indicate(circle) chimney material: Code. Consult available Town of Queensbury Double wall 1,'Triple ivtdr 'Insulated Direct venting Handouts regarding required inspections, Chimney Liner Fire Aftil-shal Code# $Collected $Refunded'' Received -onz (refunded to): x A address: A 173 3389 (190) Rublic Safety, A 233 2655 (230)Minor Sales DA TE: 161 6�7 White(Applicant) Green(Fire Marshal) Yellow(Bldg. Dept.) Pink&Goldenrod(Cashier's Dept,) Application for Permit=Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 NVNER INFORMATION: Office Use Location of installation: File Permit No.03—YLIO Tax Map No. Fee Paid Lei Owner's Name: 17 Address: L-ei­t 4Q P�) INSTALLER'S NAME -j-yz,-W S-rw b c au 0 4, PHONE 2003 RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#YO 't 0�Pd, --L noc� bedrooms with applicable gallons per bedroom to equal total daily flow) --ZZ- Year of House: No. of Bedrooms x Computation = Total Daily Flo 1980 or older x 150 gal/bdrm = 1980-1991-- x 130 gal/bdrm = :199C%:;� q- x 110 gal/bdrm =r,�sen Garbage Grinder Installed yes no Spa or Hot Tub Installed yes_ no 4.* PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat at what depth at what depth municipal Rolling loam -feet feet well Steep slope clay if well; water supply %slope other from any septic-system depth: absorption is "/crV ft. other Percolation Test: (110 be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: 19A-O-4� gallon (min. size 1,000 gal.) - r_- en Tile Field: each trench' 5-9 ft. Total System Length: Seepage Pit(s): number of size of each: by-ft- Size of Stone to be used: # depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: Size of each: gallons TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. S - rat re of responsible person Date . . �r«tivtl•t�r tZttt:rttalntt-� �i<»vt:tKt :t:ttl :ictiv:iJ;c; I}bs{ mwd C.Impler.. n,ppiultll x t • SI IARA'I•ION Itt;L2t.1itll:tLll+;N'I`;; 4J.' : !il RK'tK••! . - tSousi^ L A�. � YI>�"' "r•it�.�t,�s�. 6 E ,- �._...-. ! " •• _ �,••-« K IbrkItttl;.l Ito It I DfiY.aKlRR't�ct R • t,•tR.� ' J' I t 7. SIGNATURE 8c N�ClRIviATlfl�t FUkC ti�'v��,tz�sr����•�,•�t•�a�°�-.�`-,',-=°' Residential Final Inspection., Office No. (518)761-8256 Date Inspectionfrequee'vedo� Queensbury Building&Code Enforcement Arrive: D pm 742 Bay Rd.,Queensbury,NY 12804 .Inspector's InitiNAME: 1 A A�i ?-iA LOCATION: x LW1 I x/� '-. TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location- Fresh Air Intake '3 inch Plumb Vent through roof- Roof Complete Guard.-34 in.ox more stairs,decks, atios ,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 Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shirt-off a osed/regulator.18"abovegrade:- 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 1A Interior Privacv/trim/doors 1 main entrance 36 in. Bathroom/Kitchen watertight Safety glazing., Window in stairwellssafety glazing Interior Smoke Bete ors: Ev6ry level- t Every Bed om: Outside every bedroom a: later Connected: / Batter backu Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency EmeEgejLcy egress below grade Basement stairs-closed rise>4 inches 3/4 hour fire door/door closer Garage fireproofing Duct work Sealed properly- Attic access 30 in.x 24 in.x 30 in.(lit)In accessible area Crawl Spaces 18"x 24"access, 1 s .ft.-150.s .ft.vents 8uildin No./Address visible from road Final Electrical . Site Plan [Variance qui e Final Survey Plot Pla As Built Septic Systego Sewer Dept.I ec ion Sticker Flood Plain Certifica-on,if required Okay to issue C I C(Cert.Of Compliance) ° Okay to issue Temporary C/O(Cert.Of Occupancy) Okay to issue Permanent C/O(Cert.Of Occu anc L:\SueHerningwaylBuilding.Codes.Inspectlon.FORMS\Res.Final Insp.farm 2.doc edited January 28,2003 Residential Final Inspection Office No. (518)761-8256 Date Inspection req ceive Queensbury Building&Code Enforcement Arrive: m/p I �?a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia+s: C' NAME: t G fi 'I'#: 0 " LOCATION: r ATE: f 2 'i-(p i' TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location VX Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in.or more @ stairs,decks,patios VK Guard at stairwell at 34 in.or more Guard at deck,porches 36 in.or more Exterior Finish Cop fete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above ade 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 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing ; Window in stairwells efety glazing Interior Smoke Det tors:` Every level: / Every Be corn: Outside every bedroom ea: V/ �t Inter Connected: / Batter backu : Bathroom Fans,if no window Carbon Monoxide detector , Plumbing fixtures Foundation insulatioFloor truss,draft stoppingfinished basement 1,000 sf Emergency egress below grade A,tLB asement stairs closed rise>4 inches 3/4 hour fire door/door closer DuctGarage fireproofingSealed Duct work Sealed ra erl LW_ eeess 30 in.x 24 in.x 30� t))Tn accessible area Crawl Spaces 18"x 24"access, I s .ft.-150 s . ft.vents �� p Building No./Address visible from road Vl_ Final Electrical . Site Plan [Variance required. Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C Cert. Of Compliance) Okay to issue Temporary C 1 O Cert. Of Occu anc Okay to issue Permanent C/O(Cert. Of Occupancy) L:1SueHenungNvay\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 Town of Queensbury Fire Marshal 742 Bay Load Queensbury,NY 12804 761-8205/761-8206 fax 7454437 Factory Built Geis Fireplace/Stove Insnection Revert Notice:New fork State requires that all 1JL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying She appliance.No deviation from the manufacturer's instructions or-9pecifficatioms is allowed. A Permit# (/ Schedule Inspection Tim Y _ant pm anytime Inspecto FAX I l Ron In+�'" Final 1� Name f� 91 Address — /f Appliance Manufacturer Model# Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to (Combustibles Vent/ Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air n �� [earth Extension (if any) '����CJ L�� 1 �J o Mantel Height above f/p opening 91 Witness Operation Tank Placement(if LP) Wiute—Building Dept. Yellow Cult er Pink'—Fire mantud Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518)761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report J Request SCHEDULE Received: Permit# INSPECTION ON: 2,116 Name: '5';36M PM ANYTIME Location: APPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS cp FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN - CHIMNEY MASONRY ROUGHIN FINAL CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGHIN FINAL VENTED GAS ROUGHIN APPLIANCE FINAL FIREPLACE MASONRY ROUGH IN OK THIS DATE OK FOR CO NOT OK FINAL FIREPLACE W- FACTORY BUILT ROUGH IN PECTED BY FINAL COMDEV/CHRISJNVORD/LETTERS20011FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY A -t coo Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm e art: am/pin 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ---'-- NAME: ,_ X-QC PERMIT NO.: 3— LOCATION: INSPECT ON: _ WX - a 6 = RECHECK: Comments and/or diagram Soil Type: Sand /Cl Type of Water: Municipal Well Water Waterline separation distance ft. Well separation distance ��,�\ r ft. Other wells: ` /<J "( _ Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Si Type Building to tank G Tank to Distribution Box K Distribution Box field!Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan VY N As— Location of System on Property: Front 0 Left Side Right Side Middle Front Middle Rear System Use Status• Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 3- RECEIVED JUL 2 5 2003 TOWN OF QUFF SBUi'. 0 ' BUILOHNG AND CODE yz' . '� DRI VE Rough Plumbing / Insulation Inspection Report . Office No. (518)761-8256 Date Inspection request ecei Queensbury Building&Code Enforcement Arrive: a m e :.Ala 742 Bay Road, Queensbury,NY 12804 Inspector's Ini ' l NAME: )A✓ PERMIT#: 4q D LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A. PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Dead or Air Supply Test L fW6 Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial o per, I VC,Pex One &Two Family su ation/ eside•tial Check/Commercial Check -Proper Vent,Attic " ent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: -L:\Suel-leming%vaylBuilding.Codes.Inspeation.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing /Insulation Inspection Report ivo, (5I8)761-8256 Date Inspection request received: -�eensbury Building&Code Enforcement Arrive: ain/ DS-�^'1� � 742 BayRoad ueensbuz NY 12804 Inspector's Initial s Q �'� 1 i'111 PERMIT#:, NAME: INSPECT ON:/ LOCATION: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 17 1� —�`'� Head or Air Supply TestL, Drain and Vents �� J 5 PSI or 10 ft. above highest Connection for 15 minutes Water S ply Piping CopOer Commercial er,CPVC,Pex One&Two Family j sulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated s aces ln�Combustion Air Air Supply for Furnace Duct Work Sealed Properly COMMENTS: � - �L:\,SueHemingwaylBuilding.Codes.Inspection.FORMSIRough Plumbing Insulation Report.doc Jan ry 28,2003 C�� Framing /Firestopping Inspection Rep <14,) Office No. (518) 761-8256 Date Inspection request ceive Queensbury Building&Code Enforcement Arrive: a De a an, m 742 Bay Road,Queensbury,NY 12804 Inspector's Initial NAME: PERMIT#: LOC TI INSPECT ON:�. _�I-) TYPE OF STRUCTICTR-19-: Y N N/A COMMENTS V -Pf-r Jack Studs Headers zt 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. —\ t S,- Notches/Holes J Beating Walls Metal Strapping for Notches Top Plate 1 V2(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 Yz 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 LASueHerningway\Building,Codes.Inspection,FORMSTraming Firestopping Inspection Report.doc January 28,2003 Rough Plumbing /Insulation Inspection Report % Office No. (518)761-8256 Date Inspection re est ec I d: Queensbury Building&Code Enforcement Arrive: pm part:jj',Qb a m 742 Bay Road,Queensbury,NY 12804 Inspector's in. iai ` 1..�./PERMIT#: NAME.. LOCATION: INSPECT ON: —� TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain l Vents Cast Iro ,Copper Drain/Vent l Comm. Plu ing Vent/Vents in Place ough Plumbing/Nail Plates Bead.or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Co per, CPVC,Pex One&Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly CONEVIENTS: L.ISueHemingway\Building.Codes.Inspection.FORMs\Rough Plumbing Insulation Report.doe January 28,2003 QZ7 Framing/Firestopping Inspection Report � Office No. (518) 761-8256 Date Inspection re que eceiv Queensbury Building&Code Enforcement Arrive: a pm epa a n 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s- r h NAME: �� PERMIT LOCATION: INSPECT ON: TYPE OF STRUCT � Y N /A COMMENTS raming . J St ud eaders � rac edging _ 12--oO�a�� Jack Posts/Main Beam Exterior sheeting nailed properly G _ 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 Iee and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire w 2,3,4 hour F' stopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin hvall 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 ENGiNEERING�,BY TR,ENC0 A.MiTek Affiliate ' MiTek Industries, Inc. 818 Soundside Rd Edenton,NC 27932 Telephone 2521482-7000 _ Fax 252/482-7115 Re: H1725 MICHAELS GROUP 5 STONEHURST RD The truss drawing(s)referenced below have been prepared by Truss Engineering Co.under my direct supervision based on the parameters provided by .Bellevue Builders Supply. Pages or sheets covered by this sealE1397315 thruE1397315 My license renewal date for the state of New York isJune 30,2005. pF NE�y� W. M/ O,p� • • - a ui • ()8024g 9OFFSS10- October 17,2003 Miller,Scott The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building desigrier,per ANSIJTPI-1995 Sec.2. Engineering services provided by Truss Engineering Company. { Job russ truss type ty y 1 UNITS) E1397315 HI725 1OM6 ROOF TRUSS 1 1 MEA (optional) e evue Builders Supply,Schenectady,NY 12306 4.201 SR1 s Oct 17 20UZ MilekIndustries,Inc. Fri Oct 17 12:31:33 2003 Page FL) -tit 4-3-3 D-10.8 4-3.3 2.0.13 4x5= Srale=1:41.2 WEB IS CUT WHERE SHOWN. 2A II ALL OTHER LUMBER AND PLATES ARE INTACT. 3 4 12.00 12 0 3x5 II 2 WEB CUT HERE 6 7 a 5 3XS II 3x5= 6.4.0 6A-0 APPLY 2X4 SPF NO.2 SCAB TO BOTH SIDES OF TRUSS CENTERED ON DAMAGE WITH 2 ROWS OF 1 Od(3"X 0.120")NAILS SPACED 3.0"O.C.STAGGERED FROM EACH FACE. Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.50 Vert(LL) 0.05 5-6 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.20 Vert(TL) -0.07 5-6 >970 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 5 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1 st LC LL Min Udefl = 360 Weight:33 lb LUMBER BRACING TOP CHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS lib/size) 5=472/Mechanical,6=604/0-5-8 Max Non 6=220(load case 3) Max Uplift5=-131(load case 3),6=-32(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=87,2-3=-339,3-4=-20,4-5=-56,2-6=-488 BOT CHORD 6-7=1 14,7-8=114,5-8=114 WEBS 3-5=-319 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 1,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3) 'This truss has been designed for a live toad of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. NE 4)Refer to girder(s)for truss to truss connections. O 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 131 lb uplift at joint 5 and 32 lb uplift at joint 6. ,r\Q O�S W M�j 0, 6)This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard r- u cc 4 w ter �4 tio.08o24g ti October 17,2003 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ENG I.NEERING BY Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an Individual building component to be installed and loaded vertically.Applicability of design paramenters and proper Incorpomlion of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral al perm of individual web members only. re is the r temporary bracing to insure stability during construction c the ������ rosponsibl0ity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,503 Vonof6o Drive,Madison,WI 53719 A MITe k Affiliate Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3�� *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches.Apply building designer,erection supervisor,property plates to both sides of truss and parties, owner and all other interested securely seat, P J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. T�8 c2 c3 plates on each face of truss at each Tie J5 3. Place embed fully.Avoid knots and wane 0 O at joint locations. 5 x 4. Unless otherwise noted,locate chord splices ° ° U at'/< onel length +6'from adjacent oint 0 O P g �- 1 J � �I h ce c� ca ss otherwise noted,moisture content of BOTTOM CHORDS ~ 5. Unle For 4 z 2 orientation,locate plates 1 O from outside edge Jl J8 J7 J6 lumber shall not exceed I at time of fabrication, of truss and vertical web. 6. Unless expressly noted,this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator.General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. 4 x 4 The first dimension is the width 9. Lumber shall be of the species and size,and perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31,96-67 10.Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11.Bottom chords require lateral bracing at 10 ft.spacing,or less,if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W,970036-N unless otherwise noted. continuous lateral bracing. NER 561 12.Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13,Do not overload roof or floor trusses with BEARING stacks of construction materials. ENGINEERING BY 014.Do not cut or alter truss member or plate Indicates location of joints at without prior approval of a professional which bearings(supports)occur, Tengineer. A Welk Affiliate 15.Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet.Mll-7473 ©1993 MITek@ Holdings,Inc. Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Ins ectio requ t ei M Queensbury Building&Code Enforcement Arrive: a art, a�wffp� 742 Bay Road, Queensbury,NY 12804 Inspector's ia s: Ins 's lt C NAME: PERMIT LOCATION: 4E-1- f> INSPECT ON: TYPE OF STRUCTURE: Y 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 I V2(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 Yz 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 LASuel-lerningway\Building.Codes.Inspection.FORMSTrarning Firestopping Inspection Report.doe January 28,2003 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p part: am/pm 742 Bay Road,Queensbury,NY 1.2804 Inspector's Initials: NAME: C, PERMIT it. 0 �v6 LOCATION: INSPECT ON: TYPE OF STRUCTURE: � C7 Y 1N 'N/A COMMENTS Framing . Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams R;,Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate - '1'l2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anc Bolts 6 ft. or less on center ce 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'iri. (W)" -5:7 sf above below grade 5.0 if grade. , L—:sueHemingway\Building.Codes.InspectionTORMSWraming Firestopping Inspection Report.doc January 28,2003 `J J4 Foundation Inspection Report Office No. (5 1S)761-825 6 Date Inspection request receiv-A: Queensbury Building&Code Enforcement Arrive: ani/p epart. 0am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: �xv CN-,��&�G- PERMIT#: LOCATION: �— INSPECT ON: — TYPE OF STRUCWRE:. 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 Footing Drain Stone: 12 inch width '-'inches above footing 6 mil of for wet areas under slab Backfill Approval 4P 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. (51'8)761-8256 Date Inspection request received: Queensbury Building&Cade Enforcement Arrive: am/pm De art: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: r !J J V1 o NAME: PERMIT#: LOCATION: :D INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in-Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type f Dampproofing/Waterproofing oting Drain Daylight or Sump Footing Drain Stone: t 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfi11 Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Trade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection,FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (5 IS)761-825 6 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pr�, epart: aCp:in 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: o t4Ltn LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing oting Drain Daylight or Sump 001, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil po!y for wet areas under slab *,Bc dill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop-within 10 ft. LASueHerningway\Bui1ding.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (51,8) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/prn ZjJZ6 Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: N/PERM43 0 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab C),57 Reinforcement in,Place The contractor is responsible for providing protection from freezing for 48 hours following the placemient 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 . ches above footing mil poly for wet areas under slab /8acicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Glade 6 inch drop within 10 ft. L-.\SueHemingway\Building.Codes,lnspection.FORMS\Foundadon Inspection Report.doc January 28,2003 o o� Fcundation Inspection Report Office No.(5 1'8)761-8256 Date Inspection request received: —7//�X)3 Queensbury Building&Code Enforcement Arrive: am/pni Depart!2��am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: &49_K �OD3 NAME: PERMIT#: LOCATION: 4-U4 INSPECT ON: u3 TYPE OF-STROCTURE: Comments Y N/A ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for' providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing \Footing Drain Daylight or Sump `ooting Drain Stone: \12 inch width �inches above footing it of for wet areas under slab 11 Approval \g Under Slab �t/Copper \Insulation Interior/Exterior `inch drop within 10 ft. \ding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Project Name: Z,t�c S •�• BP# , O -- Address: 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 Queensbury Building 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 ... ...... ...... ... ...... ............ f U yes ❑no ❑n/a 2. Energy Form or C heckMate Energy Code Compliance Forms Complete ❑no ❑n/a (2 copies) 3. Energy Code Inspector's Report from CheckMate Pro ,�,/ (2 copies) 4. Septic application completely filled out(if applicable)...... ...... ...... ... ... ❑no ❑n/a 5. Solid Fuel Burning or Gas Appliance Form... ... ... ... ...... ... ... ... ... ... ... . yes ono ❑n/a 6. Electrical Inspection Form... ... ... ❑yes Ono ❑ 7. Two(2) complete sets of structural drawings..... ... ...... ... ... ... ...... ... ... ..Om- Ono ❑n/a a) floor plan;b) foundation plan;c)cross sections:d)elevations;. e)window and door schedule S. Two(2)site plans showing location of the structure to be built.... ... ... ... . n[yes Ono Qn/a location of well or water lines,location of septic system or sewer line.' 9. Setbacks from property lines to new structure... ...... ...... ............... .. ,Q�yes Ono Qn/a 10. Setbacks to neighboring wells and septic systems,including onsite well'... . Elyes Ono ❑n/a and septic systems(if applicable) 11. Driveway Permit... ... ... ... ...... yes ❑ o [-]n/a Date: Staff Initial: L:\SueHeming, a \Bading:Perrnit.FOrxMS\Generic C6ecklist.doc January 28,2003 03 _ iqO, Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename:F:\SHARE\Design\Energy C;Ilc\ON YOUR LOT\5 Stonehurst.cck TITLE:HI725 Savannah COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 06/17/03 DATE OF PLANS:June 9,2003 PROJECT INFORMATION: Sara Residence m 5 Stonehurst Dr. Queensbury,NY 12804 COMPANY INFORMATION: ;�l Z The Michaels Group ;i ,� �-- -:F: =� ° �• 10 Blacksmith Dr. a Malta,NY 12020 NOTES: � pCc Standard Savannah Pella Proline Windows '�` Iry a. r } COMPLIANCE:Passes Maximum UA=607 Your Home UA=566 1 6.8%Better Than Code(UA) 1 Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R Value U-Factor UA Ceiling 1:Raised or Energy Truss 1723 30.0 0.0 55 First Floor Walls: Wood Frame, 16"o.c. 1944 19.0 0.0 93 2x Dining(AH): Wood Frame,Double Pane with Low-E 24 0.340 8 Ix Dining(D): Wood Frame,Double Pane with Low=E 15 0.340 5 Foyer#1B:Glass 37 0.350 13 2x Living(D): Wood Frame,Double Pane with Low-E 31 0.340 11 Ix Bath(N):Wood Frame,Double Pane with Low-E 6 0.340 2 Ix GUEST(C): Wood Frame,Double Pane with Low-E 31 0.340 11 Ix Kitchen(B,H): Wood Frame,Double Pane with Low-E 16 0.340 5 Ix Brkfst(BX): Wood Frame,Double Pane with Low-E 16 0.340 5 2x Brkfst(BJ): Wood Frame,Double Pane with Low-E 21 .0.340 7 Ix Brkfst(BY):Wood Frame,Double 1--.e with Low-E. 33 0.340 11 Brkfst#34:Glass 23 0350 8 2x Family(Y): Wood Frame,Double Pane with Low-E 27 0.340 9 2x Family(BS): Wood Frame,Double Pane with Low-E 10 0.340 3 2x Family(E): Wood Frame,Double Pane with Low-E 55 0.340 19 2x Family(BP): Wood Frame,Double Pane with Low-E 20 0.340 7 Ix GUEST(D): Wood Frame,Double Pane with Low-E 15 0.340 5 Laundry#20: Solid 19 0.240 5 2nd Story Walls: Wood Frame, 16"o.c. 1823 19.0 0.0 98 Ix Mbath(V): Wood Frame,Double Pane with LowTE 16 0.340 5 2x Mbr(BX-):Wood Frame,Double Pane with Low-E 33 0.340 11 Ix Mbr(BG):Wood Frame,Double Pane with Low-E 29 0.340 10 Ix Bed#4(C): Wood Frame,Double Pane with Low-E 31 0.340 11 Ix Foyer(BZ):Wood Frame,Double Pane with Low-E 15 0.340 5 2x Bed#3 (BA):Wood Frame,Double Pane with Low-E 30 0.340 10 Ix Bath(N):Wood Frame,Double Pane with Low-E 6 0.340 2 Ix Bed#2(C):Wood Frame,Double Pane with Low-E 31 0.340 11 Basement Wall 1: Solid Concrete or Masonry 1565 0.0 11.0 99 Wall height: 7.6' Depth below grade: 6.6' Insulation depth:6.0' Bsmnt windows: Wood Frame,Double Pane with Low-E 17 0.520 9 Bsrrmt windows: Wood Frame,Double Pane with Low-E 3 0.520 2 Door#20: Solid 19 0.240 5 Floor over Garage&Foyer: All=Wood Joist/Truss,Over Unconditioned Space 122 19.0 0.0 6 Furnace I:Forced Hot Air,80 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are att9stigg that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in n compliyhp6 with t Code. Builder/Designer_ Date REScheck Inspection ChecKlist New .York Stale Energy:Conservation Construction Code REScheckSoftware Version 3.5 Release I DATE:06/17/03 TITLE:H1725 Savannah Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Raised or Energy Truss,R-30.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: [ ] 1. First.Floor Walls:Wood Frame, 16".o.c.,R-19.0 cavity insulation Comments: [ ] 2. 2nd Story Walls:Wood Frame, 16"o.c.,R-19A cavity insulation Comments: Basement Walls: [ ] I. Basement Wall 1: Solid Concrete or Masonry,7.6'ht/6.6'bg/6.0'insul, R--11.0 continuous insulation Conunents: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. , Windows: [ ]" 1. 2x Dining(AH): Wood Frame,Double Pane with Low-E,U-facto_r: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. 1x Dining(D):Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal.Break?[ ] Yes[ ]No Comments: [ ] . 3. 2k Living(D):Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes'[ ]No Comments: [ ] 4. Ix Bath(N):Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 5. Ix GUEST(C): Wood Frame,Double Pane with Low-E,U-factor: 0.340 �. For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No 'Comments; [ ] 1 6. Ix Kitchen(BH): Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 7. 1x Brkfst(BX): Wood Frame,Double Pane with Law-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: 8. 2x Bkkfst(BJ): Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: 9 Panes Frame TYI)c Thermal BreA? Yes No. Comments: 9. lx Brkfst(BY):Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 10. 2x Family(Y):Wood Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 11. 2x Family(BS):Wood Frame,Double Pane with Low-E,U6factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 12. 2x Family(E):Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 13. 2x Family(BP):Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 14. Ix GUEST(D):Wood Frame,Double Pane with Low-E,U-factbr: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 15. Ix Mbath(V):Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 16. 2x Mbr(BX): Wood Frame,Double Pane with Low-E,U-factor:0.340 ,For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 17. Ix Mbr(BG): Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 18. 1 x Bed#4(C): Wood Frame,Double'Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break-9 Yes No Comments: 19. 1 x Foyer(BZ): Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 20. 2x Bed#3 (BA):Wood Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 21. Ix Bath(N):Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: '#Panes Frame Type Thermal Break? Yes No Comments: 22. 1 x Bed#2(C): Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Therm_Break? Yes No Comments: 23. Bsnuit windows:Wood Frame,Double Pane with Low-E,U-factor:0.520 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 24. Bsmnt windows: Wood Frame,Double Pane with Low-E,U-factor:0.520 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: 1. Foyer#113:Glass,U-factor:0.350 Comments: 2. Brkfst#34:Glass,U-factor:0.350 Comments: , 3. Laundry#20: Solid,U-factor:0.240 Comments: 4. Door#20: Solid,U-factor:0.240 Comments: Floors: 1. Floor over Garage&Foyer:All-Wood Joist/Truss,Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: 1. Furnace 1:Forced Hot Air, 80 AFUE or higher Make and Model Number - Air Leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retard'er: Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-11. Return ducts in unconditioned attics or outside the building must be insulated to R-6. Supply ducts in unconditioned spaces must be insulated to R-1 1. Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: I All joints,searns,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). Ducts shall be supportedever., 0 feet or in accordance with the manufacturer's...structions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces rust be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of York State,the Residential Code of York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers must have,a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water,pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. SwimmingPools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thicknessfor.Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to I" 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 bisulation Thickness for HVACPipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts I"and Less 1.25"to 2" 2.511 to 411 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) Check / Residential Plan Review: One&TwoYamily Dwellings Y/N/N/A /(2)Full sets of plans ✓ Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade, 5.7 sq. ft. Grade, 5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK �� Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Re uired Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8' All Stairs 36"Width Stair Run and Rise IV IA Winder Run and Rise Spiral Not Allowed From 2nd Story Smoke Detectors Battery Backup and Proper Location /Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included 1 Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces,18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required I Septic To Well Or Water Line Separation All Paperwork Signed 1� Town of Queensbury 742 Bay Road, Queensbury, NY 12804 ft-k- BuRding & Code Enforcement Building Permit# Phone:(518)761-8256 Date: t Fax: (518)745-4437 Email: codes@queensbmy.net Dear Your building permit application has been reviewed and found to be deficient in fe following areas: These details need to be added to or noted on both.sets of plans. Please feel free to contact this office with any questions regarding this matter. Sincerely, BUILDING&CODES OFFICE L:iSuckemingwaylBuiNiug:PermsLFORMStdeficient building pmnithn 2003ATOC / co 1 t jT.. RECEVED JUL 2. 5 2003 TOWN OF QUEENSBURY' '� , f1 BUILDING AND CODE 1 � I t I DRI YE 1 .d 002E 13rH3Sd7 dH WdT0 =2 E002 62