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2011-243 .. III , TOWN OF QUEENSBURY wirzy742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development -Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110243 Date Issued: Wednesday, February 29, 2012 This is to certify that work requested to be done as shown by Permit Number P20110243 has been completed. Location: 29 FAWN Ln Tax Map Number: 523400-301-018-0001-072-000-0000 Owner: M.H. IMPERIAL HOMES, CORP. Applicant: M.H. IMPERIAL HOMES, CORP. This structure may be occupied as a: Single Family Dwelling By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property (- 444P 4I owner of the responsibility for compliance with Site Plan,Variance, or '1/ 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 CERTIFI.CATEOF -OCCUPANCY Permit Number: P20110243 Date Issued: Wednesday, February 29, 2012 This is to certify that work requested to be done as shown.by Permit Number P20110243 has been completed. Location:'. 29 FAWN Ln Tax Map Number: 523400-301-018=000.1-072-000-0000 Owner: M.H. IMPERIAL HOMES, CORP. Applicant: M.H. IMPERIAL HOMES, CORP. This structure may be occupied as a: Single Family Dwelling By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property J4 owner of the responsibility for compliance with Site Plan,Variance, or other-issues and conditions as a result of approvals by the Planning Board Director of Building&node 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: P20110243 - Application Number: A20110243 Tax Map No: 523400-301-018-0001-072-000-0000 Permission is hereby granted"to: M.H. IMPERIAL HOMES, CORP. For property located at: .29 FAWN Ln 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. Tyke of Construction Value Owner Address: M.H. IMPERIAL HOMES, CORP. Single Family Dwelling $120,000.00 1429 STATE ROUTE 9, FORT EDWARD NY 12828-0000 Total Value $120,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-243 1502 sq ft single family dwelling-rebuild house due to fire $300.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,June 02,2012 .(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 of the To n.of Q ensb ;�",/j ay,June 02,2011 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ----------------- - FICE USE ONLY _ J , TAX MAP No. 11-2 MiAY-fit-2011 FEES: PERMIT `JW EC ION ENGINEERING i ' (If applicable) ; TOWN OF QUE NSB Y =------------------------ -_ -- ------ ' BtllLDMlr-&L:0©ES' PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: fn14 IMP&_1&L 6AamG5 OWNER: Win& ADDRESS:\�q QMk-Cc, q <oK 6DWI,-W ts`I MbW6 ADDRESS: PHONE NOSt (gti 2151 PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE&EA LLOLK% PHONE:19o1 '3461 LOCATION OF PROPERTY: HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVALT LiJ YES ❑ NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL:1wviy)twtJ PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT 0 dw APPLY TO YOUR Z F- w 0 cn a w w _j w PROJECT 0 0 p ~ a20 � ° Q c9V w Jw wLL z ¢ ¢ scan i,4c3 n oLL OF- LL a- M: 06 SINGLE FAMILY -'16q - a TWO-FAMILY 1 MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE n j BUSINESS OFFICE 0 RETAIL- / MERCANTILE v FACTORY OR INDUSTRIAL ATTACHED - GARAGE(1,2,3) OTHER Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: \7b i0W FUEL TYPE: �arraiP�V �A s HEAT TYPE'�Wcf-- Na, *HOW MANY FIREPLACE(S): 0 AND/OR WOODSTOVES(S): O ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? �® IS THIS A HISTORIC SITE? 00 PROPOSED USE OF BUILDING OR ADDITION: �atn��xrz%' 'la�nu IaS ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? �® ;Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office 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 gree t e above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Permission is hereby granted to the above ; This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said : zoning Laws of the Town of Queensbury. Application: BUILDING&CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(&aueensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 PROJECT NAME: VAW4 to Office Use Only Staff Initials: BUILDING PERMIT SUBMISSION Date: CHECKLIST FOR: SINGLE FAMILY DWELLING 1. Building Permit Application Completed? Ye No N/A 2. Energy Code Inspector's Report from ResCheck? (2 copies) 3. Septic application completely filled out? (if applicable) 4. Electrical inspection agency selected? �r 5. Two (2)sets of the plans for each of the following: a. Floor plan(s) J b. Foundation plan c. Cross Sections d. Elevations e. Window and door schedule f. Natural Light, Ventilation and Emergency Egress Requirements g. Plans signed and sealed by registered architect or engineer 6. Two (2)site plans showing location of the structure to be built, location of well Or water lines, location of septic system or sewer line r/ 7. Setbacks from property lines to new structure 8. Driveway Permit 9. Solid Fuel Burning or Gas Appliance Form (if applicable) Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 C eck Residential Plan Review; One& Two Family Dwellings Y/ /N/A 2 Full sets of plans Over 1,500 sq. ft.- tamped Design Loads on Plans: 90 Wind Floor Loads 40 psf (North of Rt. 149 60) 50 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36" Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade, 5.7 sq. ft. Grade, 5.0 sq. ft. 24" (h)x 20" (w) min. 44" Max. Height above floor EIr ,Residential Check Paperwork Compliance and Inspectors Checklist: OK Driveway Length Over 300'Turnaround Required oundation Insulation to Basement Floor am roofin /Water roofin Materials On Plans oundation Drainage On Plans, if required 6" Dro in 10' Exterior Grade Framing Cross Section For Each Roof Line, Vertical Fire Stopping Every 10'Where Required Ice and Snow shield 24" Inside Exterior Wall/24" Inside Knee Walls Platforms at Exterior Doors $tairway Headroom 6' 8' All Stairs 36"Width Stair Run and Rise inder Run and Rise Spiral Not Allowed From 2" Story Smoke Detectors Battery Backup and Proper Location Interconnected Bathroom Fixtures Proper Clearance Hall Width, 36" min. Handrails More Than Four Risers On Open Sides Railin q and Guards > 30"/Basement Stairs Included/Closed Risers More Than 4" in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"-22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Outside Lowest Sleeping Area, On Every Level & Interconnected within 15' of Sleeping Area Soil Test Results, if required Septic To Well or Water Line Separation All Paperwork Signed Note On Plans About Energy Saving Light Bulbs Blower Door Test Agency Paperwork Revised 4/14/2010 APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building & Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. Important Note To Applicant• Rough-In and Final Inspections Are Required: ta 1 Owner:: " t'�P aaL bmES Installer/Builder: NV1mM3DNC161 3TI� Address: � �Z� �.ou�°���, �02�' � Address: Phone Nos.: Phone Nos.: Location of Property: Subdivision Name: Location of Proposed Construction and/or Installation: Contact Person for Building &Codes Compliance: Fuel Burning Applicance Wood Coal Pellet Gas Oil Information Stove Fireplace Insert Fireplace,factory built* Fireplace, Masonry Furnace, (Garage Only) * If Factory Built, Please Provide: Manufacturer Name: r eEt. �ome S Model No. 7161 Listed By: Number: Chimney Information BLOCK BRICK STONE Masonry** Check One," TILE STEEL SIZE IN INCHES Flue Check One ✓ DOUBLE WALL TRIPLE WALL INSULATED DIRECT CHMNEY VENT LINER Chimney Material Check One-,' ** If Non-Masonry, please provide: Manufacturer Name: Model No. ADDITIONAL NOTE: CONSTRUCTION / INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION & BUILDING CODE AND/OR MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY TAX MAP NO. PERMIT NO. PERMIT FEE APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: INSTALLER: ADDRESS: ADDRESS: PHONE NOS. PHONE NOS. LOCATION OF INSTALLATION: RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS Gallons per bedroom GARBAGE GRINDER 1980 or older X 150 = INSTALLED? 1981 A 991 X 130 = SPA OR HOT TUB 1992-present X 110 INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYPE: (Fek— rllw �� ❑ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary Sewage Disposal Ordinance. codes(@gueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Signature of Person Responsible Date www.gueensbury.net Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 Queensbury Building & Code Enforcement— Manufactured / M ulalr Final Inspection G Office No.(518)761-8256 Arrive: am/pm Depart am/pm Date Inspection request received. Inspector's Initials: NAME: ` . PERMIT LOCATION: �� -,/`- � DATE: f 4. Manufactured Home Modular Home _ Footings—_ Foundation_ Backfill_ Framing_ Comments: Yes No WAI Foundation support,pier spacing, Per manufacturer 7 Anchoring per manufacturer 7 from ends '�/�,321s� Water line shut off .�v Sewer line support @ 4 feet f Heating Crossover[doublewide)off grd. Dryer vented outside Skirting ventilated 1 sq.ft.per 1,500 sq.ft. Hot water relief valve piping outside peck,porches,steps,railing Fumace/hot water operating loo Garage Fire proofing Fire Door/Door closers Plumbing Fudure/3°Vent through roof[Modular] Foundation insulation[if applicable] Smoke/Carbon Monoxide Detectors/Interconnected Final Electrical Variance required Data Plate okay Manufactured HUD seal okay Warranty Seal after January 1,2006 Installers Warranty Seal 18"x 24"access or 22"x 30'attic access Vapor retarder under home 6 mil poly or other 911 Street number Okay to issue C/C or C/O[Temp./Perm.] Model# Serial# Manufacturer �- Date of Manufacturer L:1Pam Whiting120101suilding Codes FormsWanufactured Modular Final lnspection_03 0410.doc z -�/ ////01 k, Foundation Inspecd&Report Office No.(S 18)761-8256 Date MeRfi,,o"uest received: Queensbury Building&Code Enforcement Arriv — Vp Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: � '��EKMIT#: 11-21)1 . 3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comm n Y N NA Footings p�� � � Pt Monolithic Slab Reinforcement in Place The contractor is responsible or providing protection from freez' for 48 hours following the pl en 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 Backf�ll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspection Fors\Foundatlon Inspectlon Report.doc Last printed 12/20/2005 9:24:00 AM j Foundation Inspection Report Office No.(518)761-8256 Bate Inspection request received: Queensbwy Building 8t Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: PERMIT Z� LOCATION: INSPECTOR: TYPE OF STRUC : COMMOM Footings Piers Monolithic Slab __5Y Reinforcement in Place The contractor is responsible-for providing protection from freezing f f lowing the placement oqLconcr . lsa for se on site. Foundation/Xallpour Reinf t 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 BackSll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. 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Energy Code: 2010 New York Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 13% Heating Degree Days: 7635 Climate Zone: 6 Construction Site: Owner/Agent: Designer/Contractor: Compliance:0.40/6 Better Than Code Maximum UA:251 Your UA:250 The%Better or Worse Than Code Index reflects how dose to compriarae the house Is based on code tradeoff rules. It DOES NOT provide an estimate of energy use ormst mlaWe to a minimuso-code home. Gross. CaV Cont.'. 01hzing—, lty Assembly, Area,or 11-Vilue RnValue,, or Door Ceiling 1:Flat Ceiling or Scissor Truss 764 38.0 0.0 23 Wall 1:Wood Frame,16'o.c. 2100 21.0 0.0 102 Window 1:Vinyl Frame:Double Pane with Low-E 237 0.330 78 Door 1:Solid 41 0.140 6 Door 2:Glass 40 0.390 16 Floor 1:All-Wood JOistfTruss:Over Unconditioned Space 764 30.0 0.0 25 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 2010 New York Energy Conservation Construction Code requirements in REScheckversion 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checidist. Name-Title Signature Date Project Title:27014 Report date:06M8111 Data filename:"-USERS1Projects127014\EngineeringlCalculations\27014.rt k Page 1 of 3 \�DF created with pdfFactory Pro trial version www.pdffactory.com REScheckSoftware Version 4.4.1 Inspection Checklist Ceilings: ❑Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.330 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?—Yes—No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor.0.140 Comments: Up to 40 sq.ft.of this door is exempt from the U-factor requirement. ❑ Door 2:Glass,U-factor.0.390 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed(gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder. ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturers installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Project Title:27014 Report date:05M 8111 Data filename:\\LP-USERS\Pmjects\27014\Engineering\Calculations\27014.rok Page 2 of 3 PDF created with pdfFactory Pro trial version www.pdffactory.com Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8. 13 Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: 13 Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the international Mechanical Code. Temperature Controls: Thermostats exist for each separate WAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title:27014 Report date:05/18/11 Data filename:\UP-USERS\Projects\27014\Engineering\Calmlations\27014.mk Page 3 of 3 PDF created with pdfFactory Pro trial version www.pdffactory.com York Energy Conservation Construction Certificate Calling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): e. Window 0.33 0.33 Door 0.14 0.39 Heating System: Cooling System: Water Heater. Name: Date: Comments: PDF created with pdfFactory Pro trial version www.pdffactory.com i Job Truss Truss Type - City Ply Excel Homes 212 59549 P1102601 HINGEDATTIC 1 1 07R-A-25-7P-154H H-CLEARSPAN Universal Forest Products Inc.,Grand Rapids,MI 49525,Corey Daubert 7.250 a Jan 10 2011 MiTek Industries,Inc Wed May 18 08:50:D4 2011 Page 1 of 1 12-M 12-6-0 Collar Tie Detail 1y.9 0.3.0 7.�9 I 2-0-9 ., r'I O I� 7 3,LA 6 e 5 9 4 10 2x4\\ 2x4 A B 6E 19 1 18 \\ 20 BEH18 7r� 3.5-7 1-OSr 3.5-7 A r r � 7.00 12 �, 3 3,e.6 2x4\\ 2X4// �r� 11 7-1 1-2 6 T m � BEH18D \AA 10-0-0 BEH78D 2. 12 I 1 13 B1 d B2 d lI 4 II 16 15 14 5x611 QL 6.6= SEE NOTES 19 8 20 01-8 7-4-8 1-6-0 36-0 5-M , - 7A-8 0-a-8 25-0-0 Plate Offsets X 1:0-3-0 0-3-4 2:0-0-11 0-0-0 3:0-0-11 0-1-2 ll:0-0-11 0-1-2 12:0-0-11 0-0-0 13:0-3-0 0-0-12 17:0-0-e 0-0-8 18:0-1-8 0-1-0 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) 11defl Lid PLATES GRIP TCLL 38.5 plates Increase 1.15 TC 0.57 Vert(LL) -0.16 14-16 >999 240 MT20 1971144 (Ground Snow=50 Lumberincrease 1.15 BC 0.36 Vert(TL) -0.31 14-16 >966 180 M1118 141/138 BCDL 10.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.02 13 n/a n/a BCLL 0.0' Code IBC2006/TP12002 BCDL 10.0 (Matrix) Attic -0.0714-16 1864 360 Weight:1301b FT=O% LUMBER BRACING TOP CHORD 2 X 6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins. T3:2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 10 SPF N0.2 JOINTS 1 Brace at Jt(s):17 WEBS 2 X 3 SPF Stud*Except* W2:2 X 6 SPF No.2,W3:2 X 4 SPF Stud REACTIONS (lb/size) 1=938/0-3-8, 13=93810-3-8 Max Horz 1=116(LC 7) Max Upliftl=%LC 9),13=10(LC 10) Max Grav 1=993(LC 2),13=993(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension - TOP CHORD 1-2=-1370114,2-3=-1195/29,3-19=-1081/64,4-19=1017/75,4-5=26918,5-6=-210/17,6-7=-18420,7-8=18520,8.9=210/17,9-10=-27718,10.20=-1017f75,11-20=-1082/64, 1 1-12=1 195/29,12-1 3=1 3 6 911 4 , BOT CHORD 1-16=0/1040,15-16=0/1040,14-15=0/1040,13-14=0/1040 WEBS 11-14=54/279,3-16=561279,4-17=-953/84,17-18=-873/86,10-18=953/84,6-17=21/247,8-18=-19/249 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension(lb)/Maximum Shear Qb)/Maximum Moment(lb-in) 4=953/84/131/0,5=220/141203/0,6=39/247/28/0,7=146/21/84/0,8=56249126/0,9=220/14205/0,1D=953/84/131/0,14=54/279/010,16=56/2791010 NOTES 1)Wind:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf,h=30ft;Cat 11;Exp B;enclosed;MWFRS(low-rise)gable end zone and C-0 Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=50.0 psf(ground snow);Ps=38.5 psf(roof snow);Category II;Exp B;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. E-signed by Kevin Freeman 5)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads. 6)All plates are MT20 plates unless otherwise indicated. - - 7)See BEH18 DETAILS for plate placemenL - GG OF".NE 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. O 9)All additional member connections shall be provided by others for forces as indicated. ,r\Q` �, :F� 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with arty 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 tall by 2-0-0 wide will fit between the bob chord and any other members. '9 12)Ceiling dead load(5.0 pso on member(s).34,10-11,4-17,17-18,10-18 * 13)Bottom chord rive load(20.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.14-16 14)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 1 and 10 lb uplift at joint 13. 15)This truss has been designed in accordance with the 2006 IBC Sec 2303.4.2,2006 IRC Sec 802.10.2 � 16)Attic space shown is not designed for occupancy. 17)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 8H_.•". •c �,Q , 18)If shown,field installed members are an integral part of this design.To ensure proper performance,all field installed members must be installed prior to 0 T B3' applying any loading to the truss. - Qj- 19)Temporary support may be required at mid-span to resist deflection during storage,transportation,and setup.Temporary support(s)may be removed A/71 __``PV after the roof is raised and all field connections are completed.The field installed members must be installed prior to loading the truss. - O��ssio`v 20)Bottom chord must be laterally braced and protected during shipment to prevent damage to the splice plate.After set-up,temporary bracing should be applied to support bottom chord until truss is fully erected and all field connections are made. 5/18/2011 ® WARNING -Verify design parameters and READ NOTES universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This building component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component lobe installed and loaded vertically.Applicability of design parameters 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 BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\support\MitekSupp\templates\ufp.tpe Q copyright 2011 by.Universal Forest Products,Inc. PDF created with pdfFactory Pro trial version www.pdffactory.com r, Job Truss Truss Type oty Ply Excel Homes 212 59549 P1102701 KINGPOST 1 1 07R-A-11'6-7P-154HH Universal Forest Products Inc.,Grand Rapids,MI 49525,Corey Daubed 7.250 a Jan 10 2011 MiTek Industries,Inc.Wed May 18 09:0429 2011 Page 1 of 1 5-9-0 1-9-0 4-0-0 z� 3 �2 �2 T3 4 BEH18 5 9 10 ZSO 7.00 12 T2 O„ BEH18D BEH18D Nl 1,35 6 2 � 7 1 1 � I I B7 m I I ci a 4e 11 4.6 II 0�r8 5-7-8 1-9-0 3-10-8 011r8 11-6-0 Plate Offsets X 1:0-3-7 0-2-0 2:0-0-11 0-0.0 5:0.0-11 0-1-2 6:0-0-11 0-0-0 :0-3-3 0-2-0 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Udell Ud PLATES. GRIP TCLL 38.5 Plates Increase 1.15 TC 0.20 Vert(LL) -0.05 1-8 >999 240 MT20 197/144 (Ground Snow=50 Lumberincrease 1.15 BC 0.33 Vert(fL) -0.12 1-8 >999 180 MI118 1411138 TCDL 10..00 Rep Stress Incr YES WB 0.07 Horz(fL) 0.00 7 n/a n/a BCLL 0.0 Code IBC2006/TPI2002 (Matrix) Weight:56 lb FT=0 BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. T4,T3:2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 10 SPF No.2 WEBS 2 X 3 SPF Stud REACTIONS (lb/size) 1=362/03-8,7=361I0-3-8 Max Hum 1=55(LC 8) Max Upliftl=l3(LC 9),7=13(LC 10) Max Grav 1=433(LC 2),7=432(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-341/26,2-9=-196128,3-9=-191/35,3-4=-198/52,4.5=-233146,5-10=17628,6-10=19822,6-7=-292116 BOT CHORD 1.8=-20/172,7-8=-20/172 WEBS 5-8=-187/50 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression 0b)1 Maximum Tension(lb)/Maximum Shear 0b)/Maximum Moment(lb-ip) 3=183/53114810.4=221147148/0,8=187/501010 NOTES 1)Wind:ASCE 7.05;90mph;TCDL=6:Opsf;BCDL=6.Opsf;h=30ft;CaL 11;Exp B;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=50.0 psf(ground snow);Ps=38.5 psf(roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 - .3)Roof design snow load has been reduced to account forslope. 4)Unbalanced snow loads have been considered forthis design. 5)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads. 6)All plates are MT20 plates unless otherwise indicated. E-signed by Kevin Freeman 7)See BEH18 DETAILS for plate placement. 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. ' 9)All additional member connections shall be provided by others for forces as indicated. ` F',N E�/ 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' - j'O 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 tall by 2-0-0 wide will fit between the botl ;`P W, :F1�F� .�� chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 13lb uplift at joint 1 and 13 lb uplift aljoinl 7. c; 7' 13)This truss has been designed in accordance with the 2006 IBC Sec 2303.4.2,2006 IRC Sec 802.10.2 '9 14)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. * I 15)If shown,field installed members are an integral part of this design.To ensure proper performance,all field installed members must be installed prior to applying any loading to the truss. r- 2 Q. °T8663 AgOF�ss�oNA� . 5/18/2011 A WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE PHONE(616)-364-6161 FAX(616)-365-0050 GRAND RAPIDS,MI 49525 This building component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TP11.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters 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 BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\supportWlitekSupp\templates4lfp.tpe Qc copyright 2011 by Universal Forest Products,Inc. PDF created with pdfFactory Pro trial version www.pdffactory.com