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2009-500 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 4z Community Development -Building& Codes (518) 761-8256 CE"IFICAXVJL .'TE OF COMPLIANCE Permit Number: P2009+0500 Date Issued: Tuesday, August 28, 2012 This is to certify that work requested to be done as shown by Permit Number P20090500 has been completed. Tax Map Number: 523400-279-015-0001-045-000-0000 Location: 10 MUD POND Rd Owner: PETER & THERESA DARRAI I Applicant: PETER& THERESA DARRAH This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance 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 CEJM""IFIC,'.ATE OF OCCUPANCY Permit Number: P20090500 Date Issued: Tuesday, August 28, 2012 This is to certify that work requested to be done as shown by Permit Number P20090500 has been completed. Location: 10 MUD POND Rd Tax Map Number: 523400-279-015-0001-045-000-0000 Owner: PETER & THERESA DARRAH Applicant: PETER & THERESA DARRAH This structure may be occupied as a: Garage Detached 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 2)j W d,5f--- other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement 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: P20090500 Application Number. A20090500 Tax Map No: 523400-279-015-0001-045-000-0000 Permission is hereby granted to: PETER&THERESA DARRAH For property located at: 10 MUD POND Rd 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: PETER&THERESA DARRAH Garage Detached $20,000.00 10 MUD POND Rd QUEENSBURY,NY 12804 Total value $20,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2009-500 884 SQ FT GARAGE $88.40 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, October 23, 2010 (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 Queens ry; i y, October 23, 2009 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement 4 % �,PUICIE USE ONLY TA MAP N PERMIT NO, FEE PAID BLDG. &CODES APPROVAL % ; ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures- Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER: 7'F_ 2 iP)9, INSTALLER/BUILDER: G W (V ADDRESS: JQ Y•, 0 Q 2= C\ ��_ ADDRESS: PHONE NOS. Z9 S '_J 6 U/ g PHONE NOS. Y-IN LOCATION OF PROPERTY: C1,j) � l'Z�� ! . . SUBDIVISION NAME: Z, L)2f, eRQ k LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: CO Q N r-2 0 /v� a, V i P,4 HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL?A YES 0 NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: $ _?0— (=106 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: si ND PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH" BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS:_c. j ) S OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO] REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the 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 Codes, 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 new rnr,c+r,i..0-- �572--ATv'S i I,\- C. Queensbury Building & Code Enforcemer"esi ential Fi of Inspection \OffNo. (518)761-8256 Arrive: am/pm Depart-- t6—D am/pm Date Inspection re,,guest received: r inspector's Initials: NAME: ` PERMIT LOCATION: e DATE: TYPE OF STRUCTURE: Comm nis e . 4' BuildingNumber Address visits from road 1 (`� ChimneyHeight t'B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbin Vent through roof minimum 8 incise %� �_ _ Roof Co /Exterior Finish Complete Platform at all exterior doors R.� Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deckporches 38 inches or more Handrail Termination at Newell Post or Wall Intertor/Exterlor Railings 34 inches to 38 inches Deck Bracin /Handlcappqg Ramp Compliant Grade M from foundation 8 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off gp2MW i Tgulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen waterlight Safety glazing/Window in stairwells safe glaft Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battey backup: Attic access 30 inches x 22 inches x 30 inches ftigtt in acoessible area Crawl Spaces 18 inch x 24 inch access, 1 .ft.-150 sq.ft.vents BaMfoom Fans if no window Plumbina Wures Foundation insulation/Insulation Certification Floor truss draft stoppingi finished basement 1,000 sq.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 ` C � Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches GffM Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly s Loa&in Sealed or Glass Enclosure nal Electrkal anal Survey Plot Plan Arc fault Breaker in Bedrooms 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 Temporary/Permanent LABuilding&Codes FormslBuilding&Codesllnspection FormslResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 8/28/08 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm t��' am/Depart: pm Date Inspection request received: Inspector's Initials: NAME: -�-" (W- 4 PERMIT#: LOCATION: DATE: t:j TYPE OF STRUCTURE: 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 Com lete/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 Bracing/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/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 Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel 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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure_ Final Electrical Final Survey Plot Plan Arc Fault Breakerf=labitable 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/O Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26108; Revised 12/22/10 Queensbury Building,& Code En orce"ment - R Idential Final Inspection No. (518)761-8256 Arrive: , 2-dam/p Depart: amlpm Date inspection request received: inspector's Initials: % C-- NAME: ��Cl�� PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments: -XIL WA 4' Building Number Address visible from road !p-5f e � e l;%'%` i 7 ' /t u ChimneyHei ht/'B'Vent/Direct Vent Location / Fresh Air Intake 3 inch Plumbina Vent through roof minimum 6 inches Roof Co /Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs decks los 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 IMerlor/Exterfor Railings 34 inches to 38 inches Deck Brads /HandicappId Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off /regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kften wate ht Safe alazina/Window in stairwells safe glazina Interior Smoke Detectors/Carbon Monoxide Deflectors Every level: Every Bedroom: Outside every bedroom area: Inner Connected: Sattery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access 1 .ft.-150 sq.ft.vents Bathroom Fans if no window Plumbina fixtures Foundation insulation/Insulation Certification Floor truss draft stopping finished basement 1,000 sq.ft. Emergency earese below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace"-off at entrance to furnace area Fumace/Hot Water Heater op2refing Low water shut-off boiler Relief Valves installed/Heat Ira Water Tom 110 Enclosed Stairs Sheetrock Underskle minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Dud work Sealed pMojd Gas Logo in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bondina As Built Se System/Sewer Dept. Inspection Sticker Site Plan /Variance Lvguired Flood Plain Certification,if required Okay to issue C I C or C/O Temporary/Permanent LABuilding&Codes Forms\Building&Codesllnspectfon FormstResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised WWI Framing / Firestopping Inspection Report / —� - 0- --Office No. (518)761-8256 Date lnsl •�request received: ! ' 6 Queensbury Building&Code Enforcement Arrive://_(Zam/ De t am/pm 742 Bay Road, Queensbury, NY 12804 inspedoes Initials: NAME: Z� ,�, PERMIT#: -S U LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y A ra COMMENTS: = ming "'"` ttic Access 220 x 30' minimum lack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly IT O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more :xterior Dedc Bracing ieadroom 6 ft. 8 in. 4otches/Holes/Bearing Walls iAetal Strapping for Notches Top Plate 1 % w 16 gauge 8 160 raNs each We )raft stopping 1,000 sq. ft floor trusses knchor Bolts 6 ft. or less on center ce and water shield 24 inches from wall -ire separation 1, 2, 3 hour =ire wall 2, 3, 4 hour =lrestopping Denetratlon sealed 16 inch insulation in c:av' min. 3arage Fire Separation House side's inch or 6/8 inch Type X Garage side 5/8 inch Type X Ceilinghyall Mndows Habitable Space/Bedrooms 24 in. (H) 20 in. (" 5.7 sf above i below grade 5.0 sf grade L:%UiidN&Codes Forms-oLD%SuDdkq&CodesVr&W m FomaWma ing Fi edoppkV irapedim Re poR.doc Revised January 7,2005 C12- Foundation Inspection Report Office No.(518)761-8256 Date Inspecti request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 inspector's itials: NAME: PERMIT#: l' ✓ LOCATION: INSPECT ON: 27 TYPE OF STRUCTURE: Co m n Y N A Footings Piers i lab inforceme in Place The co for is responsible for ding 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 poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. H-- L:\Bullding&Codes Forms\Building&Codes\lnspection FormsVoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _am/pm Depart: �pm 742 Bay Rd.,Queensbury,NY 12804 inspector's Initials — --&- - Ll- NAME: rr�.�-- PERMIT#: LOCATION: v INSPECT ON: TYPE OF STRUCTURE: Commence Y N NA Footings u 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 se 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 poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bufiding&Codes Forms\Buiiding&Codes\Inspection Forms\Foundation Inspection Report.doc Last prinked 12/20/2005 9:24:00 AM a Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community Project for. - �wC/ Applici 2009-500 _ q ;._._.f.._- PETER& THERESA DARRAH Tax Mc 10 MUD POND RD GARAGE TAX ID 279.15-1-45 Lot# road,street i Lot Size: 0°�� Mobile Home Park: ----- Business Plaza: Planned Unit Dev. Subdivision: Phase/Section Effective Year Zoning Designation Zoning Ordinance Prior to 1967, July 10 Subject to current setback requirements at time of development. Section 179-20-10,13 Subsequent to Development of lots within subdivisions subsequent to July 10, 1967 July 10, 1967 shall use the setback requirements in place at the time of the approval of the subdivision. 1967 1982, June 11 1988,September 19 tot rur , 199 * of f rm .2009, May 12 r 'K ks - e r Front 1 / f Front 2 Side 1 d U Side 2 VV'qV=10 r 14 G(- Rear 1 Rear 2 Shoreline Travel Cooridor Oveda Zone Buffer 1 Yes No meets depth,width, &square footage requirements preexisting, nonconforming lot with proper setbacks required frontage on public road has required off-street parking permeable area is adequate (Requirement is %) building does not exceed maximum height(Max. ft.) _ Is lot in a Flood Zone? Floor Area Ratio worksheet required?Zone: WR-1 A Town of Queensbury t Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community Development c, qj 400 a� Z i finer Lot Information for Subdivisions ADDroved Prior to November 23, 1992 Section 179-30.1 which requires front yard setbacks on both roads for a comer lot was not enacted until November 23,1992. Therefore,prior to November 23, 1992 parcels within approved subdivisions have one (1) front yard,two (2)side yards,and one (1) rear yard setback. Review Type File No. Action Resolution Date Zoning Board of Appeal; 00 i Planning Board Town Board Check List Yes No Recreation Fee Paid Engineering Fee Paid Site Plan Maps on File Subdivision Mylar Signed and Filed with Count_ Application appears to conform to the requirements of Section(s) of the local Town Code: Application requires additional review for the following: Zoning Board of Appeals Planning Board Town Board of Health Town Board for Mobile Home Outside of a Mobile Home Park Other Rev" d by Staff Dat Notes Town of Queensbury LT a- . 4911 1 = ` Revised Oct.2008 SITE DEVELOPMENT DATA A. Building Footprint B. Detached Garage C. Accessory Structure(s) 7 1-/ D. Paved, gravel or other hard surfaced area s �- E. Porches/ Decks -J-) f F. Other G. Total Non-Permeable (Add A-F) C3 C) y� H. Parcel Area (43,560 sq. A:/acre) 3 I. Percentage of Impermeable Area of Site SETBACK REQUIREMENTS ffi ......6_ �'-all l Front (1) Front (2) Shoreline, Side Yard (1) Side Yard (2) Rear Yard (1) CD Rear Yard (2) Travel Corridor Height(max) Permeability No. of Parking Spaces +.Town of Queensbury• Zoning Office • 742 Bay Road •Queensbury, NY 12804• 518-761-8238 ( 2) Page 1 of 1 MUD POND�ttl 01.D CVON I IAA r97 1% -Scalsbar lenilth i ys;3flOfraet The Town of Queensbury does not warrant the correctness or accuracy of this data or assume any responsibility for any explicit or implied uses. Town of Queensbury 742 Bay Road Queensbury,NY. 12804-5902 http://gby2svr/GIS/printdis.asp 10/19/2009 RPS Information Page 1 of 3 RPS Property Description Report 279.15-1-45 * 10 Mud Pond Parcel Information for ROLL YEAR 2010: Parcel Location Acres Proper Status School District Assessed Assessed Class Land Val Total Val 279.15- 10 Mud 0.8 1 Family A Queensbury 30,800.00 122,700.00 1-45 Pond Res Un.fr.sd Image Date: 5/20/2004 Owner Information: Owner Owner Address P.O. Box Owner Address Line 3 Peter Darrah 10 Mud Pond Rd Queensbury NY 12804 Theresa Darrah 10 Mud Pond Rd Queensbury NY 12804 Site Information: Site Site Nbad Nbad Road Entry ZoninE # Nbad Code Sewer Water Utilities Desire Type Rating Type Type Code Vl) � � Vl) 1 106- 2 2 3 2 2 2 3 1 MDR Rt9L,Eside,Sunn http://gby2svr/GIS/RPS_Info.asp?RPT=SALES 10/19/2009 RPS Information Page 2 of 3 Land Information: Site# Land# Type Front Depth Acres Sq Ft 1 1 01-Primary 220 160 0 0 Building Information: Site Bldg # Ext Wall Yr # # # 1/2 # # # Style Stories Mat Built Kit. Baths Baths Bedrm Firepl 1 01 1 03 1990 1 1 0 3 0 Site# Heat Type Fuel Type Central Air Bsmt Type Overall Cond Constr Grade SFLA 1 2 4 0 4 3 C 1008 Improvements Information: Site # Struct Code Dim Dim SD2 Constr Overall Yr # 1 2 FT —Grade Cond Built I RP 1-Porch- 4 4 0 1 C 3 1990 open/deck I RP 1-Porch- 12 8 0 1 C 3 1991 open/deck 1 FC1-Shed-machine 9 9 0 1 C 3 1990 1 17135-Barn-1.5 gen 20 16 0 1 D 2 1998 1 RP 1-Porch- 12 3 0 1 D 2 1991 open/deck Special Districts Information: Special District Units Percent EM001-Emergency 0 0 medical FP007-Fire protection 0 0 LB001-Crandall library 0 0 dst RPS Building Permit Information: Permit Number Permit Date Permit Use Cost Estimate P97-211 05-19-97 Barn 100,000.00 P91-206 04-18-91 Deck 0.00 P90-027 05-02-90 Single Family Dwelling 0.00 P20070503 01-07-08 Shed VOIDED 0.00 http://gby2svr/GIS/RPS Info.asp?RPT=SALES 10/19/2009 RPS Information Page 3 of 3 The RPS codes used in this report are defined here Need Help printing,this report? The information in the RPS database is maintained by the Town of Queensbury Assessors Office http://gby2svr/GIS/RPS_Info.asp?RPT—SALES 10/19/2009 russ Truss Type Job T Fly 01394R G1W GABLE _--i-Job Reference Lop pnaol)_ :RI'*E_RS1DEfTR0!58, NY 7.210 s Nov 16 2009 MiTek Industries,Inc. Wed Jan 06 111:49-30 2010 Page I y U4 it U4 11 AX4 If 143ADF12- 9 2 12 34 36 39 13 4X10 it 39 30 14 3xA 115 ZX12 23 U j 32 31 30 28 29 26 26 24 23 22 21 20 19 ZV6 11 2X6 1( 2XG If ZT 6X% ZxG 11 Ut 11 W 11 2a 11 US[I US If 4XI0 ZXG 11 4K12 NO 11 W 11 GIs 11 -6.0 _114.4 11 30 h t LOADING(psf TOLL =46.2 SPACING 2-0-10 CSr DEFL in (loc) Vdef( Ltd PLATES GRIP (Ground Snow60,0) Plates Increase 1J5 TC 0.13 Vert(LL) -0.00 1 nir 120 MT20 1971144 TCDL 10.0 Lumber Increase 1,15 BC 0.01 Vert(TL) -0.00 1 n1r 120 Rep Stress I ncr YES WB 0_36 Horz(TL) 0.00 18 afa n1a i 3CLL 0.0 Code IRC2008tTP12002 (Matrix) Weight 219 Ib BGDL 1U I I LUMBER BRACING TOP CHORD 2X4SPFNo.1 or SPFNo.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 8 SYP SS BOT CHORD Rigid ceiling directly appiM or 10-"oc bracing. VVEBS 2 X 4 SPF Stud WEBS I Row at rnfdpt 9-26,11-24 OTHERS 2 X 4 SPF Stud Mi7ek recommends that_StaVilizeri_a�d required bracing be-installed truss erection,in acc*rdqnoe with Stabilizer Installation guide. REACTIONS All bearings 26". (1b) Max Harz 2=262(LC 6) Max Upkft All uplift-100 lb or less atiofnt(s)2,18,28,29,30,31.32,23,22,21,20,19,26,24 Max Gray All reactions 250 lb or less at joint(s)2, 19,32, 19,25 exoept 28=338(LC 2).29=264(LC 1), 30=263(LC 2),31=276(LC 1),23=357(1_C 3),22=264(LC 1).21=264(LC 1),20=272(LC 1).26=426(LC 2), 24=430(LC 3) 41FORCES (lb)-Max.Comp.Nax.Ton.-All forces 250(11b)or less except when shown, 'c>I TOP CHORD 2-3=-336185,3-4=-266178, 16-17=-260162, 17-18=-329168 BOT CHORD 25-26=47Q52,24-26=47252 '3 VVEES 8-28=-2961101,12-23=-3141102,26-37=-3MI47,34-37=-3W47,S-34=-376161.24-38=-389A2, I 35-38=-390/43, 11-35=-38057 [1r.'ov R�tivfuedqi I p9ge 2 -Job Truss y IDORRAH 01394R GID GABLE _p#ional) zZI ERSIDE TRUSS,RIPARiUS,NY 7.210 s Nov 16 2009 MITek Jrbdustries,Inc, Wed.Jan 06 11:551120F &10 4 26-0-0 6:4 Scale=1-781 10 4x4 P *\'� 14K4 11 rL 70,00 f1_2 17 33 4z10 It 34 13 U10 U4 14 xX4 Z� 6 SMe s 3.0.0 23 is t7: I h I w .61 ci 31 30 2S 28 27 2S 24 23 22 21 20 Is 4N.1 0= W U 2x6 11 2X6 11 fix& Gz6 11 US 11 24 It U6 11 W 11 UID= 2X$11 3X4 11 M it 71-6-0 2X4 11 fts 11 1141.0 91 SK4" 3X4 11 3X41 It 26V cx� 3X4 1! MeCfte X CLL 46.2 T LOADING(psq SPACING 2-0-0 C31 DEFL in (loc) Vdefl. Ud PLATES GRIP (Ground Snow-60.0) Plates Increase 1.15 TC 0.13 Vert(LL) -0.00 1 nIr 120 i MT20 197M44 TGDL 10.0 Lumber Increase 1.15 BC 0-01 Vart(TL) --C-00 I n1r 120 RCLL 0.0 Rep Stress incr YES WB 0.36 Ho;z(TL) 0-00 18 Na n1a BCDL 10.0 Code IRC2006ITP12002 {Matrix) I Weight:214(b �L.6me—ER BRACING j TOP CHORD 2 X 4 SPF NoA or SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. ° BUT CHORD 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 1040 oc.bracing. WIESS 2 X 4 SPF Stud WEBS 1 Raw at mWpt 9-25,11-24 OTHERS 2 X 4 SPF Stud FMi—Tek rec6m_m e—nds I hii Stabilizers and required cross braving-b 6-i—nit-M—ed Q during truss erection,in accordance with Stabilizer Installation guide- r-� REA"ONS All bearings 26-". (1b)- Max Harz 2=262(LC 6) Max Uplift All uplift 100 lb or less at joint(s)2, 18,27,28,29,30,31,23,22,21,20,19,25,24 Max Grav All reactions 250 Ito or less at joints)2, 18,31, 19 except 27=331(LC 2),28=267(LC 1), t i 29=263(LC 2),30=277(LC 1),23=350(LC 3),22=266(LC 1),21=263(LC;3),20=273(LC 1),25--448(LC2), 24=453(11_C 3) FORCES (lb)-Max.Comp./Max.Ten,-AEI k roes 260(lb)or less except when shown. TOP CHOIR D 2-3=-338194,3-4=-269(77. 16-17=-262169. 17-18=-332168 i,- BOTCHORD 2-31=-471251,W-31=-47P251,29-30=-471251,28-29=-471251,27-28=-471251,26-27=-471251, 25-26=-47125f, 23-24=-47/251,22-23=-471261,21-22=-471251,20-21=-471251,19-20=47125f, 18-19=-471251 WEBS 8-27r,2961101,12-23=-315/102,25-33=-384l49, 9-33=-374162,24-34=-389i44, 11-34=-379159 Lc,�n_flnved on-p-ait-2-- —----- : — '1—i :Ply -- 1� - 0� 'truss Truss Pe lb60RAH 0-1394R JAI `.a MC .16 1 jokl!'e-fere al) R-1 V E—R'--I D Ef TRUSS,R I-PA k0S.NY 7.210 s Nov 16 2009 MiTek Industries,Inc. Wed Jan Wll:49:152010 Pagel' 04-0 3.2.7 161.10-4 0-" 13-0-0 is-S-11 20-1-12 22-" 2"_4 8041c amo-J 6xg AI C" MAO Ull= z Alf `T is 2 US 4X4 v q 14fi-0 4' 10 4X4 11 12 Ma 4x10= 17 is iL W2 MT2DW--- is WO ZKS J[ 9*8 2X6 11 29-0.4 Plate OMets CX,Y-_Vt-10-3 P-2-8L[4,13- ;.Edqe LOADING(W TCLL 46.2 SPACING 2-04 Csi DEFL in (Joe) Vdefl Ud PLATES GRIP (Ground Snaw=60.0) Plates Increase 1.15 TG 0-96 Verql-L) 474 14-16 >413 360 UT20 197(144 TCDL 10.0 Lumber Increase 1.1 T1 5 BC 0-73 Ver , -1,1014-11 >257 241 MT20H 1171141 BCLL 0-0 Rep Stress Incr YES VM 0.81 Horz(TL) 0.04 12 n1a afa Code IRC20061TP12002 Wind(I-L) 0,11 14-16 >999 240 Weight 191 lb 113COL '10.0 —Fa ) - — -I F:-JIMBER BRACING >—' 1 TOP CHORD 2 X 6 SYP SS*Exoepr TOP CHORD Structural wood sheathing directly applied. T1,T3-,2 X 6 S PF No.1 or SPF No.2 BOT CHORID Rigid ceiling directly applied or 6-1-7 oc bracing. BOT CHORD 2 X 8 SYP SS JOINTS 1 Brace at Jt(s):18 M WEBS 2 X 4 SP F Stud"ExcepV MiTek recommends mnds that Stabili-ze-m-—andrequ--ir—ed cross bracingti Tnstillid W4.,2 X 4 S PF No-I or SP F No.2 during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb1size) 2=254510.5-8 (mi;i, 0A-0), 12=245=-5-3 (min. 0-3-14) Max Horz2=259(LC 6) Max Uplffl=-:32(!-C T),12=-3(LC 8) FORCES (lb)-Max.Comp.lMax.Ten,-AM forces 250(lb)or less except when Shown. TOP CHORD 2-3=-3303110,3-4=-3559X,4-5=-337510,5-6=22631106,6-7=-1461220,7-8=-1521291,8-9=-226V1G6, 9-10-3377/0,10-11=-3560M, 11-12=-3319/19 IS07CHORD 2-17=4012479,16-17�--7112420,15-16=W7�225,14-15=012225,13-14=0/2434,12-13--012492 WEBS 6-18=2522160,8-1 8=-2522160,6-16---DI1 795,9-14=011 793,3-16=4022208,11-14=-5111215,3-1 7=-1 17nO, 11-13=-1159f94 gqnfinw0 99 page 2