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2013-309 Q761,8201 V (''� �.i '�4 6 N�j 12844'5902 � &Codes ( 18� 2 524 Rpaa,Quee"sburY .�u1ld;ng VS unit`1.�e�elop�'ent Cosnxn Oc 1 esaay� 0 �►./ �55ue Date 134309 x 024134349 . X24 pe�'it�uu'be Ye ti utnbe�� e done as shownbY that xegueste dtob phis is t° cesf yetedt pOH '0' 004.0444 has been c°gyp 5 r g��0pg.044,_069� �,�34pp 2 Location: Uxnbet GRACE' "I, pxdec°f Q F,�S EKY ,v aX�l,.ap �,'� .i�-' L ,�o�o� EE Owner FITZYsldc,N ,fir App s t liceov. occupied a e a be � �^�'�� &Gide nfotc n uctuxe phis stx ropertS' Building 4T relie+�e the P DisectaL of porch flpEs p,au� al.Wicel or pccupanC� with site a planning to of nee gals by th Ce of tb�s Ce fi yUty for Comp 1t al pr° of is of of the resp°nsditions as a res- °wnerissues and C of Appeals. oar 7°ning'B°ard TOWN OF QUEENSBURY ` 1 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20130309 Application Number: A20130309 Tax Map No: 523400-296-009-0001-069-000-0000 Permission is hereby granted to: FITZPATRICK, SEAN For property located at 5 MAPLEWOOD 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: LINDA GRACE Porch $18,700.00 DOUGLAS LLOYD Total varve $18,700.00 5 MAPLEWOOD Dr QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency FITZPATRICK, SEAN 30 LIBERTY STREET CORINTH.NY Plans &Specifications 2013-309 PORCH 3 season, 328 sq ft $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,July 29, 2014 (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 To of Que sbu M! i 0 + 29,2013 i SIGNED BY "`ei\ for the 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: P20130309 Application Number: A20130309 Tax Map No: 523400-296-009-0001-069-000-0000 Permission is hereby granted to: FITZPATRICK. SEAN For property located at: 5 MAPLEWOO,D 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. Tyne of Construction Value Owner Address: LINDAGRACE Porch $18,700.00 DOUGLAS LLOYD Total Value $18,700.00 5 MAPLEWOOD Dr QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency FITZPATRICK, SEAN 30 LIBERTY STREET CORINTH,NY Plans&Specifications 2013-309 PORCH 3 season, 328 sq ft $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,July 29,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town eensbu Mo a ,July 29,2013 SIGNED BY for the Town of Queensbury. Director of Building&C de En rcement Town of Queensbury Building & Codes Office Use Only ACCESSORY STRUCTURE APPLICATION Received: _ A permit must be obtained before beginning construction Tax Map ID: ,t;,- i v Permit No.: For any structure other than residential principal structure(house)to include, but Permit Fee: not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.: Refer to Informational Brochure No.3 Accessory Structures—Sheds/Fences Date 7AJ 3 Applicant .�e �- Tax Map ID t� _ — ""�� Address Zoning Phone Owner 3 L"Cly Contractor/Agent J e_'n g t z,(J.JQN Q_L Address J1c:(Jl�cx �. �n`� Address 36 Lr'" Phone Phone 5V-7Pr/-2-YL Contact Person for Building&Code Compliance: �le �����n` Day Phone: Building Street Address: �M_P1'0Wj_ 0 'L' Subdivision Name: /U;C'L)OC�� 1 Lot#: �1 Historic Site: _Yes e No ov Estimated cost of construction: $ 191, 700 — Are there any other accessory structures on property? If yes,please list: N0 Type of Construction: Check all that apply Please indicate measurements as required below 1St Floor sq.ft. 2nd Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck Deck Detached Garage(#of cars_) Dock Pole Barn Porch-Open **Porch-3 season, Covered, Enclosed Ogg Shed Other Accessory Structure(s) **Considered floor area&must comply with FAR(Floor area ratio)requirements if located in the Waterfront Residential zone. Tnwn of Mpinnshiiry RniUlinn R Cnrlaa ACC?SRnry Rtrwhira Pnnkat 518-761-8256 Please include two(2)sets of the following documentation with the application fee: 1. Accessory Structure Application 2. Plot plan drawn to scale with the use of a survey map, if possible[40 scale-1 inch=40 feet] a) Indicate proposed structure,showing setback dimensions from all surveyed property lines b) Show location of all existing structures on the property a_ 2013 c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan; Foundation Plan;Cross Sections; Elevations 4. Registered Architect or Engineer's Stamp (signed &sealed) under the following circumstances: Residential addition or alterations with construction costs over$20,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. 2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application date. 3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance,and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1.1.2011 (INFORMATIONAL) Residential Buildinq Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only, must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens,bathrooms,garages,and unfinished basements; • All receptacles must be tamper resistant; • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code Requirements • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant; • Programmable thermostats required; • Lighting must be 50%energy saving light bulbs; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. ✓I have read and agree to the above Print Name: Signature: Date: 7 / Town of Queensbury Buildinq&Codes Accessory Structure Packet 518-761-8256 � r czz c Queensbury Building & Code Enforcement - Residential Final Inspection" Office No. (518) 761-8256 Arrive: am/pm Depart: `DZ----a)m/pm Date Inspection request received: Inspector's Initials: NAME: &50C elQ e3 c cA PERMIT#: LOCATION: ,c( DATE: TYPE OF STRUCTURE: , v 4"'t' k-,, Comments: Yes No NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers 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 Deck Bracin /Handicapped Ramp Compliant 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 J Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area �(C3�%' /'` V`� Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed proerly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below prade 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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 1 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\lnspection FormsWesidential Final Inspection Form revised_100405.doc; Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Rough Plumbing / Insulation Inspection kepori Office No. (518) 761-8256 Date Inspection request received: l3 Queensbury Building &Code Enforcement Arrive: am/pm Depart: . am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: - r�_,;- � r �sf' PERMIT ##: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ r 5 minutes Insulation IR6sidenbal Check/Commercial Check or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If r uired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: -Vr-L — Rough Plumbing insuiaWn Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 1 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received:\` Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: 4�tLu�21 PERMIT#: � LOCATION: (3 Z)0-4 INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs/Headers Truss Specification Provided 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 Exterior Deck Bracing 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 ans water 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 1/2 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 Design Professional Sign-off, If required Framing Firestopping Inspection—Revised-02 0513 Framing / Firestopping Inspection Report b �- Office No. (518)761-8256 Date Inspection request received: � Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm �- 742 Bay Road, Queensbury, NY 12804 Inspector's lnitials�:o� NAME: i L PERMIT#. 3 y3C�l LOCATION: � ` INSPECT ON: TYPE OF STRUCTURE: . =�--'� 1 Framing Y N WA COMMENTS: Attic Access 22°x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 17 O.C. . Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anch ss on center ce and water shield 24 ches from wall Fire separation , 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 s#grade LABuilding&Codes Forms-OMBuikiing&CodssUnapedan FoffmTraming Firestopping Inspection Rsportdoc Revised January 7,2008 +-- Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: &-�_.yCam/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Pamela A 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil p2ly for wet areas under stab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. U\80ding&Codes Forms\BuIlding&Codes\Inspedtion-Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM - P 3 .3 o ? 0S� )-x U- lzie-yl P T-- 2-00 s EkZCS tj _IQ 4� TOWN OF QUEENSBURY BUiLDING & CODES -PT. ReviewedrBy: Date: 7 1 N TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall' ;ltx be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. NOTICE kj KI AFT PAPER INSUL-ATI 31 MUST BE COVERED B Oo NON-COMBUSTIBLE BAR I :.R r- 7 NOTICE FOAM INSULATION MU cz- COVERED BY A 15 MINUTE THERMAL BARRIER Pro l V 14 ,4 X' ---'LL 0 ,'n L �►? �l TOOL, DK$ oIL F�� if � {"5 Q Certificate of Attestation of Exemption From New York State Workers' Compensation and/or Disability Benefits Insurance Coverage 0 "This form cannot be used to waive the workers'compensation rights or obligations of any party." The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers' compensation and/or disability benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit SEAN FITZPATRICK From:TOWN OF QUEENSBURY DBA:FITZPATRICK CONSTRUCTION 30 LIBERTY STREET CORINTH,NY 12822 The location of where work will be performed is PHONE:518-791-1242 FEIN:XXXXX6341 5 MAPLEWOOD DRIVE,QUEENSBURY,NY 12804. Estimated dates necessary to complete work associated with the building permit are from July 24,2013 to September 20,2013. The estimated dollar amount of project is $10,001-$25,000 Workers' Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is owned by one individual and is not a corporation. Other than the owner,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Disability Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability Benefits Law.) I,SEAN D.FITZPATRICK,am the Sole Proprietor with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed a ove. SIG HERE Signature: _ i Date: Exemption,,Cer'`ifisate Number <.; Received JUV 56 ` z'Y,? = 1:$;(2013 NYS Worke Coir pknsation Board CE-200 12/2008 Line Item#: 0002 Line Item Qty: 3 Initial: Location: ROSize=2'8"Wx4'0"H Unit Size=2'7 1/2"W x 3'11 1/2"H , 200 Series Tilt-Wash,Single Units Unit CodelItem Size: 244DH2840 Operation/Handing:AA Part Number:0813662 Frame Depth:3 1/4" Exterior Color: Sandtone Interior Color: Pre-finished White Glass Type(Top): Low E Glass Glass Type(Bottom): Low E Glass Insect Screens: Insect Screen, Sandtone Extension Jamb:Pre-finished White,4 9/16", Factory Applied,Complete Unit Extension Jambs Hardware: Andersen 200 Series-White Instructions to Manufacturer:Yes ---------------------------------------------------------------------------------------------------------------------- Zone:Northern U-Factor:0.30, SHGC:0.32, ENERGY STAR®Qualified:Yes Comments: Qty Part Num item Size Description Total Price Extended Price 1 0813662 244DH2840 Unit,31/4"Frame Depth, Sandtone/PI White,Low $ 309.00 $ 927.00 E Glass(Each Sash) (Includes 4 9/16"Factory Applied Pre-finished White Complete Unit Extension Jambs) 1 0833421 244DH2840 Insect Screen $ 26.30 $ 78.90 1 0000000 ------- LLE:ORDER BY DESCRP FINE PRAA 9�T $ 144.00 $ 432.00 SND WHT 3/4" $ 479.30 $ _!j.4' .X �► 91!1-1 f SUBMITTED BY: SUBTOTAL $ 3,412.30 ACCEPTED BY: TAXES( 0.000 %) $ 0.00 DATE: GRAND TOTAL $ Z--1'--i-,j412.30 . **All graphics as viewed from the exterior. / t **Rough opening dimensions are minimums and may need to be increased to allow for use of buildin wrap Pe 9 y P �{ flashings or sill panning or brackets or fasteners or other items. QUOTE: 19520 Print Date: 07/08/2013 Page 3 Of 4 iQ Version: 13.1 Line Item#: 0001 Line Item Qty: 4 Initial: Locatio�=3'0'Wx ROS nit Size=2'11 1/2"W x 3'111/2"H 200 Series Tilt-Wash its Unit Code/Item Size:U401­1304 Operation/Handing. Part Number:0813670 Frame Depth:31/4" Exterior Color: Sandtone Interior Color: Pre-finished White Glass Type(Top): Low E Glass Glass Type(Bottom): Low E Glass Insect Screens: Insect Screen,Sandtone Extension Jamb:Pre-finished White,4 9/16",Factory Applied,Complete Unit Extension Jambs Hardware: Andersen 200 Series-White Instructions to Manufacturer:Yes -------------------------------------------------------------------------------------------------------------------------- Zone:Northern U-Factor:0.30, SHGC:0.32, ENERGY STAR®Qualified:Yes Comments: Qty Part Num Item Size Description Total Price Extended Price 1 0813670 244DH3040 Unit,3 1/4"Frame Depth,Sandtone/PI White, Low $ 322.00 $ 1288.00 E Glass(Each Sash) (Includes 4 9/16"Factory Applied Pre-finished White Complete Unit Extension Jambs 1 0833429 244DH3040 nsect Scrben,Sa�BYDESCRP $ 27.60 $ 110.40 1 0000000 -------- GRILLE:ORDER FINE PRAA 9LT $ 144.00 $ 576.00 SND WHT 3/4" $ 493.60 $ .40 st QUOTE: 19520 Print Date: 07/08/2013 Page 2 Of 4 iQ Version: 13.1 OE I russ ITruss Uty I Ply Fitzpahlck -- 132371 R01 SCISSORS 9 1 Job Reference(optional) eralogs LumberTraders,Ballston Spa,W 12020 Run;77.410 s Mar 112013 Print 7.410 s Mar 11 2013 MiTek h dustries,Inc.Tue Jul 09 07:47:27 2013 Page 1 ID:V8148KDS SrdTCMY6c4ph4oyztRA-gXRfOvY0sS9VZghUFyJ FCwaGzBeVvKyINOPTguyzt0 1-0 0 5-1-6 8-0-0 10-10-10 16.0-0 17-0-0 1-0-0 5-1-6 2-10-10 2-10.10 5.1-6 4x6 I I Scala=1;33 D 7.00 F12 2x4 2x4= C E O P H 7x8= 1 � 9 N B F G 4.00[12 64 5x6 _16-0-0 r s-a-0 a-0-0 f Plate Offsets B:0-2-14 Ed e, F:0-2-14,Ed LOADING(psf) SPACING 2-M CSI OEFL in (loc) Ude6 Ud PLATES GRIP TCLIL 46.2 Plates Increase 1.15 TC 0.55 Vert(LL) -0.27 H >706 240 MT20 169/123 (Ground Snow=60.0) Lumber Increase 1.15 BC 0.98 Vert(TL) -0.46 H-N >414 180 TCDL 10.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.37 F n/a n/a BCLL 0.0 " Code IBC2006/1Pi2002 (Matrix-M) Weight:45 Ib FT=200% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPFS No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD 2x4 SPF-S,No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SPF-S No.2 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) B=1172/0-5-8 (min.0-2-2),F=1172!0-5-8 (min.0-2-2) Max HorzB=119(LC 7) Matt UpliffB=-107(LC 9),F=107(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD B-0=-30321141,C-t--2824/164,C-D=2340/52,D-E=2340/52,E-P=-2824/164, F-P=30321141 HOT CHORD B-H=-6412648,F-H=-84/2648 WEBS D-H=0/1919,GH=-704/164,E-H=-704/164 NOTES 1)Wind:ASCE 7.05;90mph;TCDL=6.0psf:BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;enclosed;MWFRS(all heights);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL--1.60 2)TCLL:ASCE 7-05;Pg=60.0 psf(ground snow):Ps=46.2 psf(roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof five load of 17.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 7)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Bearing at joint(s)B,F considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)except at--lb) 5=107.F--107. 10)This truss is designed in accordance with the 2006 Intemational Building Code section 2306.1 and referenced standard ANSVrPI 1. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PDF created with pdfFactory trial version www.pdffacto!y.com Job - Truss Truss Type-- y 1`1201011 132371 R02 GABLE 1 1 Job Reference(optional) Saratoga LumeerTrader9,Ballston Spa,M'12020 Run:7.410s Mar 11 2013 Print:7.410s Mar 11 2013 Mi-rek Industries,Inc.Tue Jul09 07:47:28 2013 Pagel ID:V8148KDSSrdTCMY6c4ptMyztRA-8i71 DEZfdIHMBgGgpggU177UnxByevlRdB1 DK)(ZM 1-0 0 8-0-0 1600 17-0-0 i 1-0-0 8-0-0 Scale=1:31. 4x4= E i D F 7.00 V2 i C G 1 L T1 Sz5= M K N J 6 H 1 3x4 3x4 a 8-0-0 16-0-0 8-0-0 8.0-0 LOADING(psf) SPACING 2-M CSI DEFL in (toe) Vdefl Ltd PLATES GRIP TOLL 46.2 Plates Increase 1.15 TC 0.36 Veri(LL) -0.03 1 n/r 180 MT20 169/123 (Ground Snow=60.0) Lumber Increase 1.15 BC 0.14 Vert(TL) -0.02 1 Ilk 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 H n/a n/a BCLL 0.0 ' Code IBC2006/rPI2002 (Matrix) Wind(LL) 0.00 1 n/r 120 Weight:44 lb FT=200% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 6-"oc bracing. OTHERS 2x4 SPF$No.2 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 16-M. (lb)- Max Horz8=119(LC 7) Max Uplift All uplift 100 lb or less at joints)B,H,M,N.K,J Max Grav All reactions 250 Ib or less at joints)except 8=350(LC 1),L=277(LC 1),H=350(LC 1),M=265(LC 2), N=538(LC 2).K=265(LC 3),J=538(1_C 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS D-M=250/45,C-N=-438/113,F-K=250/45,G-J=-438/113 NOTES 1)Wind:ASCE 7-05;90mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.11;Exp D enclosed;MWFRS(all heights);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind bads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)TOLL:ASCE 7-05;Pg=60.0 psf(ground snow);Pa=46.2 psf(roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow toads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 46,2 psf on overhangs non-concurrent with other live loads. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-M oc. 10)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)`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 tail by 2-0-0 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)B,H,M,N,K.J. 13)Beveled plate or shim required to provide full bearing surface with truss chord at joints)L,M,N.K,J. 14)This truss is designed in accordance with the 2006 International Building Code section 2308.1 and referenced standard ANSVTPI 1. 15)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. 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