Loading...
2004-700 TOWN OF QUEENSBUIRY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20040100 Date Issued: Friday, February 03, 2006 This is to certify that work requested to be done as shown by Permit Number P20040700 has been completed. Tax Map Number: 523400-309-013-0001-027-000-0000 Location: 32 CONNECTICUT Ave Owner: SCOTT & KRISTEN STARK Applicant: SCOTT & KRISTEN STARK This structure may be occupied as a: Residential Addition By Order of Town Board 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: P20040700 Application Number: A20040700 Tax Map No: 523400-309-013-0001-027-000-0000 Permission is hereby granted to: SC OTT &KRTSTF,N STARK For property located at: 32 CONNECTICUT Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other.information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tyne of Construction Value Owner Address: SCOTT &KRISTEN STARK 32 CONN. Ave Residential Addition $10,000.00 Total Value $10,000.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-700 400 sq ft RESIDENTIAL ADDITION (BEDROOM) (Second Floor) $75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, October 04, 2005 (If a longer period is required,an application for an extension mast be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of Qu nsbu} d Ober 04, 2004 4 Y �/ for the Town of Queensbury. SIGNED B Q ry Director of Building&Code Enforcement Building Permit Application Town of Queensbmy—Dept of Community Development,742 Bay Road,Quotnsbury,NY, (51H)761.8256 A petinit must be obtained before beginning construction. Pet t File No., No section will be=ado until applicant has received a Fee paid vali wilding permit. All applicants' spaces on this Roo.Fee Paid $ applidation mustbe oompleted and must appear on the Reviewed B applidation form. Applicant:_,S c t S'Tu r� Owner: C- Address: t n A I A U CV j�e e n S k_ Address: ' r v .�. Phone Zd Phone#(?-,jl Property Location: LotNuniber: .36 / House Number ? Subdivision Name: Tax Map Number: r r ��rirrr. d New Building: residence /commercial 'Estimated Market Value of Constmotion: $ A0, 006 a Addition: residence/ commercial If an Ad 'tion,what will.use of new addition be? o Altemdoa: residence/ co=croi8l C1 No change to exterior size: tesidenoe/com'1 C Uthcrwot'1C(deaarlEae ) Check pccupsutcyInformation 1 Floor 2 Floor Other floor Total Below sq.ft. -sq.n. sq.ft. Square root al Single tlsmil. dweltin o Two fwnilY dwelling v Townhouse O Multifamily dwelling - #of units o Office ED o Mara e o Msau�:a�ut3n 0 1 oudelaehed am SEP 6 8 2004 C 2=detached ga WN NSBURY G 3 car detached a e DI III CODE a 1 our attached , ge 0 Z QU aftehed 2=90 . 0 3 car atbtehdd SMSO 0 Storage building- connnercial O Storage building- residentid a O ar What is the proposed height of the structure feet I inches Will any sdcond hand or ungraded lumber be used? if so,for what?_ n o Type of Heating System: electric 1 oil / gas wood I forced hot air/ basoboard 1 other: Number of aMak=to be installed Number of W' Q,d=M to be installed List below the person(s)responsible for supervision of work as rogards.to building codes: Address Phono Number Builder. .ST r f" 3.a ? ,v-- Pltunber Mason Eloctacian —9T4 r t Q. , -7'�a!--I 019 Deolaratien: please sign below oiler you hzvacatetltlly read tho statomout: To the beat of my lmowledge the statements contained in,this applioation,together with the plans and specifications submitted,are a tsua and complete statement of all proposed'work to be done on the described promises and that all Provision'of the Building Code,the Zoning Ordinance and all other Ims pertaining to the proposed work shall be complied with,wlittl=speaMed or noted,and that such work is authorized by the ownor, Further,it is uadarstood that Vwe shall submit,prior to a Certificate of Occupancy or Certificate of Cornpitmoo being issued,as requested by the Zoning Administrator or Direct=of Building sad Codes,as A.T Budit Survey by a licensed surveyor;drawn to scale,showing actual looation of all now construction. Si$natarz: J1t� ownor,owner's agent,azohittat,contractor Check Residential Plan eview: One&Two Family Dwellings Y/N/NIA (2)Full sets of plans Over 1,500 sq. ft.—Stamped —7 Deszgn=Loads= k 'Plans:g0ind Fl�orI dads 40 psf_� 70-Ground-Snow-Load, SleepingAreas-and-Attics 30_S --D Calculations: 4Window=ScheduleaWithfGlass=Size - Door Schedule/Main Entrance 36"Door 6Emevgehcy- scape==Or:Bedrooms=and-Habitable=Space Above-/Below grade�5*7fsgXftrJ Grade,5.0 sq.ft. 2 „-, 1'7i LO'-r(w)=inin: 44N Max.Height above floor dt aide�al heel Papeivvork Compliance aiicl=Inspectors-Checklist:-;OK= Dampproofing/Waterproofing Materials On Plans. Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade NilFraming-Cross ection.For-Each-Roof-L_ine,Vertical Fire Stopping Every 10'Where Required Iee�a-ndn nS owv shield24!1I ideWExter or W-all/-24"—Bside- '_ ee-Walls ✓ Platforms At Exterior Doors Stairway Headxogm 6": l-STtaiFs-36"-Width rS-_ un:an d Rii9e-',� Winder Run and Rise Spiral Not Allowed From 2'd Story j Smake�Detec ors Battery-Backup an Properl ocatiorrs, Bathroom Fixtures Proper Clearance all Width,36"min. &VAOU e-3!:an—Qne ItiseK en_Si ed Railirig;and}Guar. >3Y4''/Basement Stairs Included/Close Wasers ore aaw-&--`in�Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped ,; thAccesss : Drawl-Spaces1-81-t-x 24"Access E@arb-on -onYX'0--' tector -owest"Sleeping-L-evel--? Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed Project Name: 50 BP# ` Address: 60il Building Penn it Submission SFD Checklist -Family All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBwlding 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. BuAding Permit Application Completed ......... ...... ................... M yes ❑no ❑n/a 2. EnergyForm or CheckMate Energy Code Compliance Forms Complete_. W yes ❑no ❑ n/a (2 copies) 3. Energy Code Inspector's Report from CBeckhdate Program..... ... ... ... .. Ors ❑no ❑n/a (2 copies), 4. Septic application completelyfilled out(if applicable)..................... ... ❑yes ❑no n/a 5. Solid Fuel Burning or Gas Appliance Form... ......... ............ ...... ... ... .Oyes Ono Wn/a 6. Electrical Inspection Form......... ............................................. .. Dyes ❑ no On/a 7. Two(2)complete sets of structural drawings................................ ....j]yes Ono On/a a)floor plan;b)foundation plan;c)cross sections:d)elevations; e)window and door schedule 8. Two(2)site plans showing location of'the structure to be built ......... ... P]yes Ono [Qn/a location of well or waiter lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure......... .................. ..... Wyes Ono nn/a I. Setbacks to neighboring wells and septic systems,including onsite well... ❑yes Ono K]n/a 1 and septic systems(if applicable) 11, DrivewayPernut............ ...... ... ...... ... .................. ............ ... ... ❑yes Ono n/a Date: i Staff Initial: L:\SueHeming-,ray\Building.PemutFORMS\Generic C6ecMi.doc January 28,Z003 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm D kCL, pm Date Inspection request received: _ Inspector's Initials: 1 `� ,,\\ NAME: -. 1.� PERMIT#: c) 0 V O LOCATION: DATE:—� TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches 1 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 �j e--.) 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 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 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'/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/<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 required Okay to issue C/C or C/® [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc 1 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: �' �am/pm Date Inspection request received: _ Inspector's Initials: —7 NAME: h PERMIT#: / LOCATION: ' (L DATE: ) V — j TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chirrmey 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 VI Interior/Exterior Railings 34 inches to 38 inches � � � J 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/Win ow in stairwells safety 1 ,in Interior Smoke De ctors: Every level: \ Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 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 Tern 110 Enclosed Stairs Sheetrock Underside minimum'/2"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 Z Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification, 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 Rough Plumbing / Insulation Inspection Repo' Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: ���� OD LOCATION: INSPECT ON: -,,3-Q (�� 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 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 SupplyPiping Coowr1commercial Z,G �19 Sper, CPVC, Pex One and Two-F'andl Tatgon/Resdirntial Check/ Commercial Check -7 Pro er Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape f . � v COMMENTS: LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report V� Office No. (518) 761-8256 Date Inspection que rec�ei d: i Queensbury Building&Code Enforcement Arrive: ai ripart: �742 Bay Road, Queensbury, NY 12804 Inspector's Ini i I NAME: PERMIT#: oa LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENT raming 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 r c d: Ib/o� Queensbury Building&Code Enforcement Arrive: `'Is a e 742 Bay Road, Queensbury, NY 12804 Inspector's Initials ' NAME: PERMIT#: ®0 - Ito LOCATION: INSPECT ON: JO 1 O p,7u � TYPE OF STRUCTURE: Framing Y N N/A COMMENTS 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 %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\13uiIding.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection regile4 rec ' ed: d �v G Queensbury Building& Code Enforcement Arrive: m/ �n epart: i 6 a742 Bay Road, Queensbury, NY 12804 Inspector's Inig,,' , , NAME: PERMIT#: LOCATION: `/.tom INSPECT ON: /O -ro;Qb 3jp� TYPE OF STRUCTURE: y N iv/a COMMENTS Framing Jack Studs/Headers / Bracing/Bridging �ilt Joist hangers JCZ Jack Posts/Main Beams Exterior sheeting nailed properly — 12"O.C. Headroom 6 ft. 8 in. t 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 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 %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:\SueHemingw•ay\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection rues rec� ed: — Queensbury Buildingi&Code Enforcement Arrive: am/ m+ e a p�il _ 742 Bay Road, ueensbury,NY 12804 Inspector's Ini NAME: _�;�-� <�iTF�i�1c� PERMIT#: Zt�b q—7 LOCATION: -�_ C_ , r;,t1C Ama INSPECT ON: =C y TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging \ Joist hangers Jack Posts/Main Beams (� Exterior sheeting nailed properly 12"O.C. `--���►ti`� GC��Q-- �:\��� 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 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 '/z 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 Ma: ANIM UK . MiTek Industries, Inc: 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Telephone 314/434-1200 Re: W2914403 Fax314/434-5343 I The truss diawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Harvest Homes. Pages or sheets covered by this seal: I7142635 thru 17142635 My license renewal date fQr the state of New York,is June 30,2005. � pF NEG�Y �JPN GA cr9 0 r CC n m z Qy �N °figs s>, September 9,2004 Garcia,Juan 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 designer,per ANSI/TPI-2002 Chapter 2. Harvest Homes To: 185 Railroad Ave. Delivery List., Delanson, NY 12053 Wickes Lumber-Menands Job Number. Phone:(518)895-2341 Fax:895-2287 391 Broadway Page: 1 Project: Block No: Menands, NY 12204 Date: 09-08-2004-7:54:45 AM Model: Lot No: Project ID: W2914403 Contact Site: Office: Deliver To: Account No: 362488552 Name: Bob Durand' Designer. jm Phone: 518-462-6672 Salesperson: Joe Messier Fax: 462-0661 Quote Number: Tentative Delivery Date: Profile:. Qty: Truss Id: Span: Truss Type: Slope: LOH f�OH Load By: 5-9-15 9 20C 20-0-0 COMMON 6.00 1-0-0 1-0-0 6�lbs.each 0.00 5-9-15 2 GABLES 20-0-0 COMMON 6.00 1-0-0 1-0-0 ' 68 lbs.each 0.00 WARNING:We warn that trusses can cause property damage or personal injury if improperly installed or braced.Customer's,or his agent's acceptance hereof shall constitute his.affirm- ative repesentation that he is fully trained in the proper and safe methods of truss installation and bracing. Refer to the provided pamphlet entitled"Bracing Wood Truss:Commentary and Recommendations",published by Truss Plate Institute,Inc. Do not cut,alter,or use damaged trusses without engineering approval.It is the customer's responsiblity to provide access to the jobsite.Trusses remain our property until full payment is made. ACCEPTED BY: Date: Job F2O ss Truss Type Qty Ply 1714263 W2914403 C COMMON 9 1 Wickes...Staric v Job Reference(optional) Harvest Homes,Defanson,New York 12053 5.200 s Jan 16 2004 MTek Industries,Inc.Wed Sep 08 07:17:50 2004 Page1 -1-0-0 5-3-4 _10-0-0___ 14-8-12 20-0-0 ,21-0-0 r r-21 1-04) 534 4-8-12 441-12 5-3-4 1-0- Scale=1:36.9 45= 4 6.00 FIT 2x3\\ 2x3 r 3 / 5 2 / 6 , 5x8= 10 9 8 5x8= 4x4= 3x4= 4x4= 6.103 13-1-13 2040-0 , 6-10-3 6.3-11 6-103 Plate Offsets MY):: 2:0-1-12 Ede 4:0-2-8 0-1-12 6:0-1-12 Ede 8:0-1-12 0-2-0, 10:0-1-12,0-2-0 LOADING(psf) SPACING_ 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 65.4 Plates Increase 1.15 TC 0.94 Vert(LL) -0.12 10 >999 240 M1120 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.56 Vert(TL) -0.20 8-10 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 a Code IRC20001ANS195 (Simplified) Weight:68 Ito LUMBER BRACING TOP CHORD 2 X 4 SPF-S165OF 1.5E TOP CHORD Sheathed or 3-1-9 oc pudins. 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-S No.3 REACTIONS (lb/size) 2=1855/0-5-8,6=1855/0-5-8 Max Horz2=135(load case 8) Max Uplift2=315(load case 7),6=-315(load case 8) Max Grav2=2096(load case 2),6=2096(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61,2-3=2622/360,3-4=-2233/362,4-5=-2233/362,5-6=-2622/360,6-7=0/61 BOT CHORD 2-10=-352/2316,9-10=-147/1600,8-9=-147/1600,6-8=-223/2316 WEBS 3-10=-886/231,4-10=155/1037,4-8=-155/1037,5-8=-886/231 NOTES 1)Wind:ASCE 7-98;100mDh;h=25ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed,,en ertical left and tight exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pg=85.0 psf(ground snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loadeen considered for this design. 4)This truss has been designed for 2.00 times flat roof load of 65.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 315 lb uplift at joint 2 and 315 lb uplift at joint 6 OF NE W LOAD CASE(S)Standard uJ N�oA ti0.p Boo q�FE'SS►�NP. ® WARNING-9'erVy design parameters and READ NOTES ON THIS AND INCLUDED MlTE6 REFERENCE PAGE AU-7473 BEFORE USE. Sure tF15 N00 uter Forty, Design varid for use only witli MiTek connectors.This design Is based only upon parameters shown,and is for an individual building component. Chesterfield,MO 63017 Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ... is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility 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 ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component WOW Safety Information available from Truss Plate Institute,583 D'Onoo Drive,Madison,W153719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Coulcl Cause Property "Center plate on joint unless x,y offsets are indicated. 6-4-8 dime DamageOf Personal Injury shown in ff-in-sixteenths j ry Dimensions are.in ff-in-sixteenths. LIJN" Apply Dime plates to both sides of truss l. Additional stability bracing for truss system,e.g. and securely seat. diagonal orX-bracing,is always required. See BCSI1. 2. Never exceed the design loading shown and never �/16� 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS c1-2 c2.3 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and o WEBS c 4 all other interested parties. For.4 x 2 orientation,locate U �b O 4. Cut members to bear tightly against each other. plates 0-11,6'from outside a �' U O o- 5. Place plates on each face of truss at each edge of truss. c2-e c6-7 c5-6 O joint and embed fully.Knots and wane at joint BOTTOM CHORDS locations are regulated by ANSI/TPI1. 'This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in connector plates. the environment in accord with ANSI/TPI1. Plate location details available In Miiek 20/20 7. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT. 9. Camber is a non-structural consideration and is the 4 x 4 The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to perpendicular to slots.Second c dimension is the length parallel amber for dead load deflection. to slots. 10.Plate type,size,orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. 11.Lumber used shall be of the species and size,and Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 in all respects,equal to or better than that by text in the bracing section of the specified. output. Use T,I or Eliminator bracing ICBO ,. 4922,5243,5363,3907 if indicated. 12.Top chords must be sheathed or purlins provided at spacing shown on design. BEARING SBC t 9667,9730,96046,9511,9432A 13.Bottom chords require lateral bracing at 10 ft.spacing, Indicates location where bearings or less,if no ceiling is installed,unless otherwise noted. (supports)occur. Icons vary but 14.Connections not shown are the responsibility of others. reaction section indicates joint number where bearings occur. 1. ��a 15.Do not cut or alter truss member or plate without prior approval of a professional engineer. Industry Standards: 16.Install and load vertically unless indicated otherwise. ANSI/TPI l: National Design Specification for Metal MiTek Plate Connected Wood Truss Construction. DSB19: Design Standard for Bracing. BCSI= : Building Component Safety Information, " Guide to Good Practice for Handling, , Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473. ©2004 MITek® (OVM OF QUEENSBURY HUM UtFAKI IVI N Based on odr limited examination, compliance with our comments shall not btu construed as indicating the duns grid specifications are in full co,npll�mc4 vrgdh the Building Codes GOT'S' A. S T f;:f !C, of N)�" Vora,State. 3a CO N N C LTj 0 r I%V NOTICE F11. F COPY SMOKE DETECTORS ARE.REQUIRED IN BEDROOMS, ADJACENT TO BEDROOMS,AND ON EACH FLOOR LEVEL INCLUDING CELLAR OR BASEMENT.ALL SMOKE DETECTORS SHALL BE INTERCONNECTED ON ALL LEVELS. NOCE ALL SMOKE DETECTORS-MUST BE BATTERY BACKUP. FOAM INSULATION MUST BE COVERED CARBON MONOXIDE DETECTOR REQUIRED OUTSIDE LOWEST SLEEPING LEVEL, BY A 15 MINUTE THERMAL BARRIER ►t ft ER 1 MR1F- P.�bE 2. `'. 4 .. IS'q Room(0) >, e Ct�tsT>,�vo� r-��►.�oa�rr� r 237.1 sq.ft® r �REt"u �l t w>—T'o w No, S �a O :R_:�OOM5 ` y\&%TFcz- r 00 46.4 sq.ft C�oT ,W�n 3QSa 'O ` o*C - ----� - �5 w n«S BUILDING CODES DEPT. _ 3a CAI L%w6 REVIEWED BY oZ xG OuTs�flE cv�c�S DATE ax 4 .ZnREe.ee W�►u,s olo nor --'raussv 7i*cN f ' off d ac.. mks arm KID'P MUST BE COVERED By NON MMMUMBLE BARRIER t.-PT it 'Sort . 11- 1- �1'7 � Lop k11 XI5rr SczTT A STA2K I 3a CoNtiecTtcvr Aue7 j RECEIVE® P � sF 8 z0o4 J TOWN OF QUFENSBURY BUILDING AND CODE c i Room(5) RQom(4) a� an�o 77.64 sq.ft 4539 sq`ft 30 Q SQ,ft -�. 3 � i ..� Room(l) ',�.. ! 132.88 .ft a Room(3) t R m } 93.92 sq ft 6. 1 s i v R i t 0 0 G ____ �.�.^_-�....._._. ____ of/Q t - !t. !�RR9 ! li is r8 r e Stoe Vlec,,i � • !a �.a � l,�1�►c� c , . r1 ;e; R•s� &I " ., c, K axe a f ix 1 or Au'w. iR aT 4r 3og.13- 1- a 1 } Fir GA } 1 ' •O 1 Room(5) 3 77.64 sq.ft 45.30 sq.ft ' R� (0) A ��rk 30 t R m(1) - E !l 1 a sq.ft �. Room(3) j R +93.92 sq ft 6. s i 010 sm i b 1n��i7�(VNo� W o � - - mob-- 4 ROOM(5) B 4) f h 77.64 sq.ft 45.39 sq.ft ,Vbfc i -� RoQm(3 1� R 93.92 sgft 6. .ft 2ta!� da�Gµ c f :.► ber REScheck Compliance Certificate Checked By/Date 2000 IECC RES checkSoftware Version 3.6 Release 1 Data filename:Untitled.rck PROJECT TITLE: Stark's Addition CITY:Glens Falls STATE:New York HDD:7635 CONSTRUCTION TYPE: Single Family WINDOW/WALL RATIO: 0.06 DATE: 10/04/04 DATE OF PLANS: 9/8/20049/8/2004 PROJECT DESCRIPTION: 2nd Floor Master Bedroom Addition 32 Connecticut Avenue Queensbury,New York 12804 DESIGNER/CONTRACTOR: Scott Stark COMPLIANCE:Passes Maximum UA=89 Your Home UA=71 20.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 400 30.0 0.0 14 Wall 1:Wood Frame, 16" o.c. 720 19.0 0.0 41 Window 1:Vinyl Frame:Double Pane with Low-E 45 0.360 16 Furnace 1:Forced Hot Air,78 AFUE 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 2000 IECC requirements in RES checkVersion 3.6 Release 1 (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. Balder esigner x REScheck Inspection Checklist 2000 IECC REScheckSoftware Version 3.6 Release 1 DATE: 10/04/04 PROJECT TITLE: Stark's Addition Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor: 0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,78 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the 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 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: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] 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. 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. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 'F must be insulated to the levels in Table 2. Table 1: 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(El U two 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 El 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) WINDOW SCHEDULE 'LiJ Job SitelAddress: '�Z OK)��� r-r�C IT ' a�Ic ���� ���� �Y Date: 4�n Owner: .� t-��—r' sh`r�AE�11i — - - — Apptic . Z0nA :7c�c> 0 - r Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hafdware x co Number or Manufaluror Model/Type Stock Openin Opening GlassNis Egress/Cie Opening Opening or Insfruclians Leber on dame Numbe g Height ible Veni ar Width In Height Ln Plan Call Width light Opening Inches In Inches v r` size N all (D Ln M c W W E D J Ul Example Entry 3 A Andersen Narroline 3062 3' 2 6'b'/: 15.30 8.36 6.01 34 24 1Bl V Tempered LL ? Double '1f3" " 1111I6 Glazing Hun m m v m i m N � 1 V m - �, C:�lloc„rrxnts amd Settin�lSue�Lacad SeitingslTempll'lindao•Sc3iedul�.dac i U 0