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2004-459 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20040459 Date Issued: Thursday, August 26, 2004 This is to certify that work requested to be done as shown by Permit Number P20040459 has been completed. Tax Map Number: 523400-302-018-0003-037-000-0000 Location: 2 ASHLEY PI Owner: JAMES &ROBYN MC CORMICK Applicant: JAMES &ROBYN MC CORMICK This structure may be occupied as a: By Order of Town Board Residential Addition TOWN OF QUEENSBURY Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040459 Application Number: A20040459 Tax Map No: 523400-302-018-0003-037-000-0000 Permission is hereby granted to: JAMF,S &ROBYN MC CORMTCK For property located at: 2 ASHLEY PI in the Town of Queensbury,to constructor 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: . JA IES &ROBYN MC CORMICK 2 ASHLEY PI Residential Addition $50,000.00 Total Value $50,000.00 QUEENSBURY,.NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency HILLTOP CONSTRUCTION 47 WILLIAM STREET HIJDSON FALLS_ NY Plans&Specifications 2004-459 576 SQ FT RESIDENTIAL ADDITION $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, June 28, 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 Tow of Qucensbu a 28, 2004 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.0 00 — S ' No inspection will be made until applicant has received a Fee Paid $ '7,7 valid building permit. All applicants' spaces on this Rec. Fee Paid 5 application must be completed and must appear on the Reviewed By: application form. �. Applicant: !/�TUO LyVl�57</"/.�c dV! _ Owner: . RI-Ae s 4-Ro 6;v2 McCormick- Address: �l y. }2&)cv lL 2 Address: c? 45Ah y Ale �2 GL,SO,0 G. ����� �L(.�'�h5ljl[/'CL 'f j v V 4/ Phone# (�g) Phone# (d 1 g) Email Address: Email Address: Property Location: Lot Number: / House Number a /Ash 1 e-y Place- Subdivision Name: Tax Map Number: JUN 1 8 2004 ❑ New Building: residence /commercial Estimated Market Value of Construction: $ SOY �D CODEY 0 Addition: resident commercial If an Add' 'on,what will use of new addition be? ❑ Alteration: rest ence/ commercial. �� 20o rvi ❑ No change to exterior size: residence/com'1 ❑ Other work(describe ) ` f Check Occupancylnformation I"Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single family dwelling `�'"�/(�_.�' 6r,I ," ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units ❑ Office ❑ Mercantile ❑ Manufacturing ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage ❑ 1 car attached garage ❑ 2 car attached garage - ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure feet C2 inches Will any second-hand or ungraded lumber be used? If so,for what? ' no Type of Heating System: electric/ oil / gas/wood /forced hot air baseboard/other: Number of rrevlares-to_be_installed -6 Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder Plumber Mason Electrician Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,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 construction. Signature: X/` owner,owner's agent,architect,contractor Residential Final Inspection I Office No. (518) 761-8256 Date Inspection requeillyreceived: `; -Queensbury Building&Code Enforcement Arrive: am/ /Depart: ' am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: (� NAME: on PERMIT#: LOCATION: DATE: 0� 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 30 in. or more @ stairs,decks,patios 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 shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating -Low water shut=off boiler Relief Valve(s)installed 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: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency EmLrgency 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.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical . Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/O(Cert. Of Occupancy) Okay to issue Permanent C/O(Cert. Of Occu anc L:\SueHemingivay\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doe edited January 28,2003 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/p Depart: �). Am/pm Date Inspection request received: Inspector's Initials: _ NAME: ('/ PERMIT#: / 1' LOCATION: Q DATE: TYPE OF STRUCTURE: ` Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios 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 /�/��LG Ay- r 45 KD Interior Handrails stairs 2 or more risers 7 7— Enclosed Stairs Sheetrock Underside minimum %z" Gypsum �—r1 Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 _ Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke 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 Gara e Floor Pitched Garage fireproofing/'/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" ccess, s . ft.-150 s . ft. vents Building No./Ad s vi ' 1 fr roa Final Electrical12 Site Plan /Varian re uir d Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res, Final Insp. form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. 0 Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVALS( Permit No....... ................................ Cert. NO 81131 Cut-in Card No...............................J" Owner..............Jt1'!LL�p 1�iW� ........................................................................................................... Location....,,...` znA6 L.�.�.............................. L�.�............................. v Installation Consistingof.... 2��... ....... � —)..1 1-3............. ' 1................ .................................................................................................................................................................................. InstalledBy..... :� ��. ............... ..........................................Lic.No................................................. The conditions following governed the issuance of this certificate,and any certificate previously issued i cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon th introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if it rules are violated,the Copp ny shall have the right to ok thi certificate. Date... rl......✓... /........ INSPECTOR. . ........... .. : .................... U.-h-N F P A 1 A R 1 $& 6789 « � / ~ 9 / � © � � °�zZ� Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: r�pkn� 3Gar�- Queensbury Building&Code Enforcement Arrive: am/nm D m 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: S NAME: J,U) �� PERMIT #: Oo� f , (�1.f:�� T LOCATION: � > p INSPECT ON-] JJ' �UT3 - TYPE OF STRUCTURE:L 8A& �t� Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. mbin 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 �1 Ar Cleanout every 100 feet/change of direction o Water Supply Piping Q7 Cooper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/ Commercial Check Proper Vent, Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace ct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report 1l Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: ann m Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. NAME: - PERMIT#: �, fv LOCATION: INSPECT ON: TYPE OF STRUCTURE: T / 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 J -Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour / F e-supping CN/r4-GG 4-,-o Penetration sealed 16 inch insulation in cavity min. ��ocf5 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:\SueHemin-,way\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report I d-j Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: �' NAME: o` PERMIT #: 0 _ �v LOCATION: 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. /AJ Pl um in Vent/Vents in Place Plumbin ./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 required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November]7,2003 l ?-� pf�Framin / Firestopping Inspection Report / Office No. (518) 761-8256 Date Inspection re st ceiv Queensbury Building&Code Enforcement Arrive: pU aI pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initi Is- NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: 4A iww a i raining 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 Anc r Bolts 6 ft. or less on center e 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 t/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:\SueHemin,way\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 :.... . ;:'� :.:• `*�� `\is�:isisisisisiii:4ii:::i:idf:i:i:'.�:E:i.;': {a �` i V' tit•::2}•,'•'�: %j:�i+:ia�%�:3•.::•: :::`::.:::.:.:.. :T;T;}kT:r::•:ti:t2?ais;:i�<:i•.i::::�;`::?k:�:•kr:};.:ij f; %:;� _�::.:.:.:.:.:':: .. :� ..:.: .' .:. .� �•.: ':�.::. .E1U:`:.i':.�':�i:::%::?:;+}:::7:;:?�::?::is:i::;:;}:i;+;•:�s::•.ti•}F:•F:•,;i•f?�i.<::{:�:ii::• •.k2;�i:::;::5:: 2iE:}f'E�i�`::k;7;:•}:•}:;:•}:.:)::<}::%}:;E;•:i?;;>:;;:; ..:..:....:........ E:1 )%t�)•7•T•T•::• • :. .• .. .:.:.::.::.::.ter.::..........�:::... •. �.:{::T:j?;:�^ ::.ivS.3.y::::•%ji??;{?(:rt%:,•.}:•;;•i:.},.,tw:'at:.:� � \:'. 6� :i:k<:r •. 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CONSTRUCTION Co ADiv. of A&eefit%Ii nagement Corp• (518) 798-0338 r � J L4 Jy,S Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename:Untitled.rck PROJECT TITLE:James&Robin McCormick COUNTY: Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family RECEIVED, �� I HEATING TYPE:Non-Electric E D- DATE:06/10/04 JUN 4 . S 2004 DATE OF PLANS:June 04 TOWN OF QUEENSBURY PROJECT DESCRIPTION: BUILDING AND-CODE Addition DESIGNER/CONTRACTOR: Hilltop Construction COMPLIANCE:Passes Maximum UA= 104 Your Home UA=87 16.3%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 520 38.0 0.0 16 Wall 1:Wood Frame, 16"o.c. 584 19.0 0.0 31 Window 1:Wood Frame:Double Pane with Low-E 67 0.340` 23 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 520 30.0 0.0 _17 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'hiss stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,sugh plans or specifications are in compliance with this Code. Builder/Designer Date �,;/a G i REScheck Inspection Checklist New Fork State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE:06/10/04 PROJECT TITLE:James&Robin McCormick Bldg. J Dept. Use J i J Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation J Comments: I Windows: [ ] J 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.340 J For windows without labeled U-factors,describe features: i #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I J Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: J Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly J with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. I J Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] J Manufacturer manuals for all installed heating and cooling equipment and service water heating J equipment must be provided. [ ] I Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications. J Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] I Supply ducts in unconditioned spaces must be insulated to R-11. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] J All joints,seams,and connections must be securely fastened with welds,gaskets,mastics J (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. J 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 supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. I l 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 must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New'York State-,the Residential Code of New York State or the New York City Building Code,as applicable: Service Water Heating:. [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of 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 201/6 of the heating energy is from non-depletable sources. Pool pumps require a time clock.. Heating and Cooling Piping Insulation: I l HVAC piping conveying fluids above 105 OF.or chilled fluids below 55 OF 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 Mauls 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 RVAC 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) Job Truss Truss Type Ty PIYaJUNE04 HIL24 COMMON 1 Hilltop Construction B20214 Job Reference(optional) Bellevue Builders Supply,Schenectady,NY 12306 5.200 s Jan 16 2004 MiTek Industries,Inc. Fri Jun 18 09:55:49 2004 Page 1 0-10 6-3-4 12-0-0 17-8-12 24-0-0 j4-10-8 0-10-8 6-34 5-8-12 5.8-12 6-3-4 0-10-8 Scale=1:44.1 6x6= 4 (\r 6.00 12 2x4\\ 2x4 3 5 RECEIVE® JUL 19 2004 2 TO EE SBURY ' 141 CODE 6x8= 10 11 9 12 8 6x8= 4x5— 3x7= 4x5= ' 8-2-3 15-9-13 24-M B-2-3 7-7-11 8-2-3 Plate Offsets(X Y): [2.0 1 8 0 0 2] [6.0 1 8 0 0-21 LOADING(psf) SPACING 2-04, CSI DEFL in (loc) .I/deft L/d PLATES GRIP 'TCLL 50.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.21 8-10 >999 360 M1120 1691123 TCDL 20.0 Lumber Increase 1.15 BC 0:76 Vert(TL) -0.30 8-10 >937 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code IBC20001ANSI95 (Matrix) Weight:103lb LUMBER BRACING _ TOP CHORD 2 X 6 SPF-S 165OF 1.5E TOP CHORD Sheathed or 4-4-8 oc purilns. 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 (lb/size) 2=2090/0-5-8,6=209010-5-8 Max Horz2=79(load case 8) Max Uplift2=-120(load case 8),6=-120(load case 9) Max Grav2=2297(load case 2),6=2297(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/56,2-3=-3477/697,3-4=-2897/698,4-5=-2897I698,5-6=-3477/697,6-7=0/56 BOT CHORD 2-10=-49312854,10-11=-226/1933,9-11=-226/1933,9-12=-22611933,8-12=-226/1933,6-8=-49312854 WEBS 3-10=-1006/295,4-10=-205/1274,4-8=-205/1274,5-8=-1006/295 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=5.Opsf;Category II;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss Is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0'psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 1.00 times fiat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. OF NEW 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,`� }� STHz), 0 fit between the bottom chord and any other members. �Q P 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 lb uplift at joint 2 and 120 lb uplift at joint 6. * Q t LOAD CASES) Standard r A9op'- S10NA June'18,2004 A WARND9O-9erf fy design pararneters and READNOTES ON TffiS AND LIKLUDED MTER REFERENCE PAGEMD-7473 BEFORE USE. ENGINEERING eY Design valid for use oNy W fh MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is respomlbilify of budding designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stablity cluing 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 A MiTek Affiliate fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/rP11 Quality Criteria,DSB-89 and BCSII Building Component 818 Soundside Rd Safety Information available from Tens Plate Institute,5133 D'Onofrio Drive.Madison,WI 53719. Edenton,NC 27932 r . Job Truss Truss Type Dry Ply E1758487 JUNE04 HIL24C COMMON 7 1 � Job Reference(optional) Bellevue Builders Supply,Schenectady,NY 12306 5.200 s Jan 16 2004 MiTek Industries,Inc. Fri Jun 18 09:55:50 2004 Page 1 r0104 6-34 12-0-0 1 17-8-12 I 24-0-0 24-10-8 0-10-8 6-34 5-8-12 5-8-12 6-34 0-10-8 Scale=1:44.1 6x6= 4 6.00 12 3x8- 2x4 3 5 6 q 2 7 f4 `call, 6x6= 11 10 12 9 13 8 4x10= 4x5// 3x5= 3x6= 45= 3-0-0 8-2-3 15-9-13 24-0-0 3-M 5.2-3 7-7-11 B-2-3 Plate Offsets(X Y)- [2:0-24 0-0-2] [6.0-10-4 0-0-61 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.61 Vert(LL) -0.16 8-10 >999 360 M1120 1691123 TCDL 20.0 Lumber increase 1.15 BC 0.72 Vert(TL) -0.25 8-10 >993 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code IBC2000/ANSI95 (Matrix) Weight:107lb LUMBER BRACING TOP CHORD 2 X 6 SPF-S 165OF 1.5E TOP CHORD Sheathed or 4-8-1 oc pudlns. BOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SPF Stud 5-11-3 oc bracing:2-11. WEBS 1 Row at midpt 3-11 REACTIONS (lb/size) 11=2421/0-5-8,6=1764/0-5-8 Max Horz11=79(load case 8) Max Upliftl1=-21B(load case 8),6=-115(load case 9) Max Gravl 1=2659(load case 2),6=2103(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/55,2-3=-48411646,3-4=-1565/349,4-5=-2453/516,5-6=-3076/516,6-7=0/56 BOT CHORD 2-11=-11921518,10-11=-31/1045,10-12=-55/1298,9-12=-55/1298,9-13=-55/1298,8-13=-5511298,6-8=-33412503 WEBS 3-1 0=015 0 7,4-10=-279/97,4-8=-217/1301,5-8=-1027/307,3-11=-3275/844 NOTES. 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=5.Opsf;Category II;Exp C;enclosed',MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss Is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. of N Ehr 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will A }� fit between the bottom chord and any other members. Q P,STIR,ZY 0,c� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 218 lb uplift at joint 11 and 115 lb uplift at CO joint 6. * Q LOAD CASE(S) Standard x 1y 2 2(P��.0ZC? 9OFESS►ONQ June 18,2004 A WARNDIG-Ver1 fy design pararneters and READ NOTFS ON TBIS AND INCLUDED MrTER REFERENCE PAGE MU-7473 BEFORE USE. ENGINEERING By Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �� 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 responsibiltity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding A Mi lek Atlillato fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component 818 Soundside Rd Safety Information available from Teas Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Edenton,NC 27932 i+ Job Truss Truss Type Qty Ply E1758488 JUNE04 HILL24GE COMMON 1 1 Hilltop Construction B20214 Job Reference(optional) Bellevue Builders Supply,Schenectady,NY 12306 5.200 s Jan 16 2004 MiTek Industries,Inc. Fri Jun 18 09:55:51 20D4 Page 1 01". 12-0.0 24 0 0 24 10 8 0-10-8 12-M 12-0.0 0-10-8 Scale=1:44.1 5x6= 7 2x4 II 2x4 II 6 8 2x4 11 6.00 Fi2 2x4 II 5 9 2x4 11 2x4 I I q 10 2x4 11 2x4 11 3 11 1 2 12 13 3x5= 22 21 20 19 18 17 16 15 14 3x5= 2x4 11 2x4 II 2x4 11 2x4 II 5x6= 2x4 11 2x4 11 2x4 11 2x4 II 24-0-0 24-0-0 Plate Offsets(X,Y): 118:0-3-0 0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.17 Vert(LL) n/a - n/a 999 M1120 169/123 TCDL 20.0 Lumber Increase 1.15 BC 0.08 Vert(TL) 0.01 1 >910 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code IBC2000/ANS195 (Matrix) Weight:116lb LUMBER BRACING TOP CHORD 2 X 6 SPF-S 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF-S 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (Ib/size) 2=426/24-0-0,12=426/24-0-0,18=281/24-0-0,19=315/24-0-0,20=338/24-0-0,21=213/24-0-0,22=610/24-0-0, 17=315/24-0-0,1 6=3 3 8124-0-0,15=213/24-0-0,14=610/24-0-0 Max Horz2=79(load rase 8) Max Uplift2=-21(load case 8),12=-40(load case 9),19=-23(load case 8),20=-40(load case 8),21=-26(load case 8), 22=-65(load case 8),17=-18(load case 9),16=-41(load case 9),15=-26(load case 9),14=-64(load case 9) Max Grav2=554(load case 2),12=554(load case 3),18=281(load case 1),19=422(load case 2),20=446(load case 2), 21=280(load case 2),22=799(load case 2),17=422(load case 3),16=446(load case 3),15=2BO(load case 3), 14=799(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/55,2-3=-202/155,3-4=-168/87,4-5=-117/134,5-6=-126/200.6-7=-128/246,7-8=-128/246,8-9=-1261200. 9-10=-1171134,10-11=-168/87,11-12=-202/155,12-13=0/55 BOT CHORD 2-22=01105,21-22=0/105,20-21=0/105,19-20=0/105,18-19=0/105,17-18=0/105,16-17=0/105,15-16=0/105, 14-15=01105.12-14=0/105 WEBS 7-18=-241/0,6-19=-384181,5-20=-399/131,4-21=-267/86,3-22=-7011207,8-17=-384181,9-16=-3991131,10-15=-267/B6, 11-14=-701/207 NOTES DF New 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) X1. j. zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is �Q P.STR,> 0 designed for C-C for members and forces,and for MWFRS for reactions specified. � �'<OO 2)Truss designed for wind loads in the plane of the truss only. CD 3)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. * Q It 4)Unbalanced snow loads have been considered for this design. r— x 5)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 1 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-OrO oc. 9)*This truss has been designed for alive load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will NO,87102 CGC� fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 2,40 lb uplift at joint 12, OF S$1 O� 23 lb uplift at joint 19,40 lb uplift at joint 20,26 lb uplift at joint 21,65 lb uplift atjoint 22,18 lb uplift at joint 17,41 lb uplift at joint 16,26 lb uplift at joint 15 and 64 lb uplift atjoint 14. June 18,2004 Continued on page 2 �A WARND9G-Verify design palm ,ten and READ NOTES ON THIS AND D9ClUDED WTER REFERENCE PAGE MU-7473 BEFORE USE. TERENCO NGINEERING BY Design valid for use oNy with enter connectors.This design is based only upon parameters y of bur and is for on individual building component. Applicobdity of design paramenters and proper incorporation of component is responsibility or building disigner-rot truss designer.Bracing shown is forlaterot support of individual web members oNy.Additional temporary bating to insure stability during construction is the responsibilhly of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding A Milnx Ai8liatn fabrication.quality control,storage,delivery,erection and bracing,consult ANS1/TPII quality Criteria,DSB-89 and BCSII Building Component 51tety Information avaHoble from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 818 Soundside Rd Edenton,NC 27932 Job Truss Truss Type Qty Ply E175648 JUNE04 HILL24GE COMMON 1 1 Hilltop Construction B20214 Job Reference(optional) Bellevue Builders Supply,Schenectady,NY 12306 5.200 s Jan 16 2004 MiTek Industries,Inc. Fri Jun 18 09:55:51 2004 Page 2 LOAD CASE(S) Standard .A WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED IUTEK REFERENCE PAGE AM-7473 BEFORE USE. Ett31 NEERING BY Design valid for use orgy ro enter connectors.This design is based only upon parameters shown,and k for an individual building component. TRENCO Applicabflity of design paramenfers and proper incorporation of component is responsibility of budding designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary brocing to insure stability during construction is the responsibility of the erector.Addtional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding A MITnK A1111into fabrication,quality control,storage,delivery,erection and brocing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI7 Building Component 818 Soundside Rd Safety Information available from Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719. Edenton,NC 27932