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2007-692
TOVN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 ATE k.iv "" OCCUPANCY CERTIFIC Permit Number. P20070692 Date Issued: Friday, October 03, 2008 This is to certify that work requested to be done as shown by Permit Number P20070692 has been completed. Location: 671 LUZERNE Rd Tax Map Number. 523400-308-009-0001-026-000-0000 Owner. CLAUDE & LOIS RUTH STEHLE Applicant: CLAUDE & LOIS RUTH STEHLE This structure may be occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070692 Application Number. A20070692 Tax Map No: 523400-308-009-0001-026-000-0000 Permission is hereby granted to: CLAUDE &LOIS RUTH STEHLE For property located at: LUZERNE 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: CLAUDE & LOIS RUTH STEHLE RR 8 BOX 8220 Fireplace STROUDSBURG, PA 18360-0000 Garage-2 Cars Attached Single Family Dwelling $172,000.00 Total Value $172,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2007-692 1766 SQ FT SINGLE FAMILY DWELLING 896 SQ FT GARAGE AND 1 FIREPLACE $301.52 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,November 28, 2008 (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 Queens b h .d�je ,November 28, 2007 SIGNED BY ` �' �' for the Town of Queensbury. Director of Building& de Enforcement o? 1------------ ire Marshal's Office ; Q�-,a,ort. of Queenshurti - 742 Bat/ Road - Queeusbury, New York•12SO4 Michael J. Paliner,Fire Marslial- Gary Stillman, Depity Fire MarS}utl �___________________ APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building&Codes Office for the issuance of a Building B. 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 AREREQUIRED. OWNER: (Y"� ae l 04 �� /'✓ INSTALLER/BUILDER: ?���41 Gy ; r 7Ra vd sj v f'A �r*t , ADDRESS: d U�2� 1 �i/�D (ADDRESS: PHONE NOS.J C 70 f-54)5 PHONE NOS � . LOCATION OF PROPERTY: TAX a--/(�-/r -2,6 SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AN D/OR'MSTALLATION: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: �en e. /e PHONE- ` f ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT FIREPLACE,FACTORY BUILT* FIREPLACE,MASONRY FURNACE(GARAGE ONLY) *IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: �F �' MODEL NO. a s�O LISTED BY: NUMBER: QUESTIONS? CALL 761.8205 or 7614206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firemarshal0gueensbury.net MASONRY" CHECK ONE ✓ VISIT OUR WESSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www.aueensbury.net �i FLUE CHECK ONE ✓ DOUBLE CHIMNEY WALL TRIPLE WALL INSULATED DIRECT VENT LINER CHIMNEY MATERIAL CHECK ONE ✓ **IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: '70 I V MODEL NO. rsv ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. o 17— / _Z�OFFICE USE ONLY / TAX MAP NO. PERMIT NO. -7 FEES: PERMIT ECREATION ENGINEERING (If applicable) r ________________.............______________________ ---- - - -- -- ------ ' 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: / •; �1 _< y OWNER: 1 VC (` o(� ADDRESS: ADDRESS: 'C I ? dK jqzz D 11 Votible a 4vL PHONE NOS. p,At a-ry jkt Sf?or ►N Y• 120b0 PHONE NOS.J 70 j ► 1R S•Ro5`G7 � f �Iw CONTACT PER N F R B ILDING&CODES COMPLIANCE: C.r`l� E.�l� PHONE: LOCATION OF PROPER :1 LUT) TySr f A,�- T t4 75 4 VZf ,edf, -4 TAX(A#,* SUBDIVISION NAME: 3�+!'r�"'Z6 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z 0 2 d d LU LL U) PROJECT 0 ¢� 00 0 It� -j O LL w ¢ d D=U_ w LL LL LLW C+ � OF- �wz z Q ¢ �<n (fNu) OLL F LL axis SINGLE FAMILY X I�G/ 0.0 TWO-FAMILY !7 0.0 MULTI-FAMILY(NO. ) 0.0 TOWNHOUSE 0.0 BUSINESS OFFICE 0.0 RETAIL- MERCANTILE 0.0 FACTORY OR O O INDUSTRIAL ATTACHED /J GARAGE(1,2,3) 2 (Jy} 5TORAgS, �6 0.0 v_ OTHER 0.0 Town of Queensbun/ - Community Development Office • 742 Bay Road, Queensbury, NY 12804 l IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: cc�� ESTIMATED CONSTRUCTION COST:_ #/72l00© FUEL TYPE: HEAT TYPES *HOW MANY FIREPLACE(S) AND/OR WOODSTOVES(S):�_ ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? yo PROPOSED USE OF BUILDING OR ADDITION:_AMw V/ tei .51, j mc, ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? 1 0 ARE THERE EASEMENTS ON PROPERTY? !V`V `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 agree to the abo e. ` Signed j. Director of Building & Codes: 761-8256 (for questionsCQU7ESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septicdes(&-Queensburv.net systems) EBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding ww.gueensbury.net required permits, the permit process, application requirements or to schedule an appointment) - ------------------------------------------, F - - - - - - - - - - - - - - _ - - - - - < < < - - - - < < - -� � r r � Y This application/proposed action described % Permission is hereby granted to the above herein is found to be in accordance with the ; Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accordance with said Application: r r � r r � ZONING APPROVAL DATE ; BUILDING&CODES APPROVAL DATE r r � r___________________________________________J l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Town of Queensbuq • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Check Residential Plan Review: One& Two Family Dwellings Y N/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 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 Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans, if required 6"Drop 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 Stairway Headroom 6' 8' All Stairs 36"Width air Run and Rise W' der Run and Rise Spiral Not Allowed From 2 Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width, 36"min. Handrails More Than One Riser On Open Sides Railing 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 VX Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed Town of Queessbwry Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 faz 745-4437 Factory Built Wood Burning Fire lace/Stove Inspection Resort Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. quo ,� Permit# O Q� Schedule tnspectiou ! Time pm anytime Inspector Name " - -G Address .(j-7 1 LvzcNr— 3—n Rough In Final Appliance Manufacturer Model# L VQ3 T� Masonry Chimney Factory Built Chimney Flue Size(Q`\ Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles(all sides) Safe Strip Installation(fireplaces only) Safety P ( P y) Firestop(s) Vertical Chase Wall Penetration Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air Hearth Extension Mantel(height above Up opening) Fireplace Doors/Screen(required.) X White—1ondi"DCPL Y —C Pink—Fire m uldw Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arriv / U am/ pa am/pm Date Insertion request received: 1�)� /0,V, Inspe or's Initials: � k 6 PERMIT#: 07- l NAME: LOCATION: DATE: 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 6 inches Roof Complete/Exterior Finish Complete V 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!Lxposed/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 sq.ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Ememency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A'Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct worts Sealed properly Gas Logs in Sealed or Glass osure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Se is ern/Sewer Dept. Inspection Sticker Site Plan /VWWc0taquired Flood Plain C#rtificaticin,if required Okay to issue C/C or C 10 1 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\lnspec ion Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 Rough Plumbing / Insulation Inspection Report t Office No. (518) 761-8256 Date Inspe i hrequest received: Queensbury Building & Code Enforcement Arrive: % oU am/ part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:" NAME: i y,�G�' PERMIT #: LOCATION: L.j Je- P_r�> INSPECT ON: Z o TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent Vents in Place 1 1/2 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/ Head 50 P.S.I for 15 minutes 7() , 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: LAPam Whiting\Building&CodeOnspection Fornu\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 S-: - /D /NX- Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date In egtion request received: �� 16 Queensbury Building & Code Enforcement Arrive:�Q� am/RQm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 4-� NAME: ST l C PERMIT#: 0-2-- G7 �-- LOCATION:_f�,� j �� �z��� r2e u� INSPECT ON: �� Or TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 Y2 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/ Head 50 P.S.I for 15 minutes �t L— nsulation/ Residential Check/Commercial Check 'Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent -� Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If required unheated spaces rctbustion Air Su for Furnace work sealed properly1 No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 BY THIS NOTICE OF DEFECT THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 on the application of upon premises of RENE STEHLE RENE STEHLE 671 LUZERNE ROAD 671 LUZERNE ROAD QUEENSBURY,NY 12804 QUEENSBURY, NY 12804 Application Number: 4009920 Located at 671 LUZERNE ROAD QUEENSBURY,NY_12804 Section: Block: Lot: Building Permit Number: 07-692 Regrets to advise that the electrical installation of the stated premises is not in compliance with requirements of the reference standard as set forth below: Item Location Description Reference Std. branch cir Garage wall switched controlled lighting outlet outdoor 210.70A.2.b entrance branch cir Garage wall switch required at each level with 6 or more 210.70A2c risers This notice of defect is issued by: WALTER SONNTAG on the 20th day of August,2008. A239 QUEENSBURY,TN+ 742 BAY ROAD QUEENSBURY,N.Y. 12804 Page 1 of 1 a C�GrCPC.-LnLnLnC�LI�C.C.nC.I�GnC.nL�f�CnLnL.rdLnL.I�C.1�r�CnCnC�C.�r� [.IBC nC.�C nnj-C.I�C�CnC.�CnGnCnC.lCn[�LnC.�LnLnICrC.IC.nC�C�LnCnC.�LnL�Ln �I° 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERSS 55 �j BUREAU OF ELECTRICITY S 40 FULTON STREET — NEW YORK, NY 10038 S �j CERTIFIES THAT 5 5 5 SUpon the application of upon premises owned by 5 5 5 5 S 5 RENE STEHLE RENE STEHLE 5 5 671 LUZERNE ROAD 671 LUZERNE ROAD S 5 QUEENSBURY, NY 12804 QUEENSBURY, NY 12804 ----------- - 5 671 LUZERNE ROAD QUEENSBURY, NY 12804 5 Application Number: 4009920 Certificate Number: 4009920 5 Section: Block: Lot: Building Permit:07-692 BDC:A239 S 5 5 occupancy, wherein the remises electricals stem consisting of 5 Described as a Residential p Y� P y g 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 5 Attached Garage,Outside, c5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on thel2th Day of September, 2008. 5 Name OTY Rate Circui iym Cc5 5 Wiring And Devices 5 Fixture 9 0 Incandescent 5 Receptacle 1 0 GFCI 5 Receptacle 8 0 Gen,Purpose 5 Switch 8 0 Gen,Purpose S - 5 5 5 5 S S 5 5 5 S 5 5 5 5 _ 5 5 seal of 5 t 5 S c5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S S 5 0 r nr�r.I�c Ic PrJ� LI�G�C.rLnC,ILnLnr�C�LnC.n LnGnL�C�G�C. 1CPLIC.�C.rLnC�GI�LnCnL�ICrCNMI 7F nr I n LI�LnL�Ln GnLnCnLI�Cn C�LIC�C nGI�LnLICn o /6) 76,�- I Framing / Firestopping Inspection Re rt Office No. (518)761-8256 Date Ins_ uest received: Queensbury Building &Code Enforcement Arrive: a part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect swlnitials� NAME: PERMIT# — LOCATION: INSPECT ON: — -� TYPE OF STRUCTURE: raming Y N A COMMENTS: F 7L ss 22"x 30" minimum Jack Studs/Headers �(/��G� 11 I z- 5 5 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 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and 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%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. (" 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-MBuilding&Codesllnspection Forms Framing Firestopping Inspection ReporLdoc Revised January 7,2008 Framing / Firestopping Inspection Repo ` 1 Office No. (518)761-8256 Date Ins r 3 0 Queensbury Building &Code Enforcement Arrive:� : a 742 Bay Road, Queensbury, NY 12804 Inspector's In NAME:LOCATION: O TYPE OF STRUCTURE: Framing Y N NIA COMMENTS: Attic Access 22' x 30" minimum 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 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 Anchor Bob-6 ft. or less on center Ice and water shield 2 ches from wallEZ��A� ire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OMBuilding&CodesNnspection FomislFraming Firestopping inspection Report.doc Revised January 7,2008 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: ; am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: �C.J � � 5 NAME: PERMIT NO.: Z:: �- LOCATION: � )' r;' ; INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: '' L Piping Size Type r --� Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes &Baffles _Y— N Location Separations Foundation to tank ft. Foundation to absorption .-ft. Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y_ N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 U\Building&Codes Forms-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc F RY ROBINSON, P.E. LTING ENGINEER NUMENT DRIVE • SCHUYLERVILLE • NY • 12871 & FAX: 518-695-3655 . EMAIL:grobinsonpe@gmail.com t July 16, 2008 Mr. Charles Dyer Town of Queensbury Queensbury Town Hall 742 Bay Road Queensbury, NY 12804 Dear Mr. Dyer, Re: Completed Works Inspection Sewage Disposal System Stehle Residence—671 Luzerne Road On the afternoon of June 19, 2008, I inspected the above system. It consisted of a 1,000-gallon concrete septic tank, a distribution box and 4-40' leach lines. At the time of the inspection the septic tank, distribution box and beginning and ends of all laterals were visible. The system was installed in substantial compliance with the plans titled, "Lands of Claude& Lois- On Site Sewage Disposal System Plan" prepared by Garry Robinson, P.E. and dated June 26, 2007. If you have any questions or require any further information please do not hesitate to call me. Sincerely, Brian Fear, P.E. Project Engineer Enc. Cc: Rene Stehle Randy Elliot, Elliot Building&Remodeling CADm=e�and SetWWWm4\DeskoP\Company Dm=en sMsc.Projeds\Stabk Inspatim 07-16-08.doe c Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm DepartC I am/pm 742 Bay Rd., Queensbury, NY�12804 Inspector's Initials: r l ` NAME: PERMIT NO.: �- LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam / Clay Type of Water: Municipal Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + - Y N _N/A Absbr tion:Field: Total length ft. Len 6 , of each trench ft. De' •h of trenches ft. c. �t� V� Size of Stone Seepage Pits- 'Number Size: x Stone 'ze: Piping in Size Type Building to'tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y N Inle Outlet''" s &Baffles Y Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear SX5Wm Use S t/�Partial pproved Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: LOCATION: PERMIT#: 24;1�l G� Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the surve j has be op: Craig Brown, Zoning Administrator Notes: L.\SueHemingway\Building.Codes.inspection.FORMS\Final Survey Zoning Administrator.doc / O t.S Nb/C? l m 0 � KZ / oV- 00) O / milool / 00 S L �q Q 3 z O L U) -1, -1-� v �� N L i w / m w 0 • / m p,, g / M T II AIII Ile IN, / 00ON u - o ) 5hed u m / C) / ►DC) O *oG / o o � 73o L / f6 ZLIL / to o / l (OG I J s��eaN- - Q W i, uopu N / e7�o -1 Spu � / e7 - o / u y I ZLc � 1 O E 6 1 � ° z ° 3 I o l m ° : Z o u g N y o L ^o �mm u o l \ L m o � ' lm` L N c u1 U NO 3 t N v m 4.3 o r I •�6 O � a' o :3 — V L 4-31 0 QN° L - > . m ° - s `6 �[ O u c tt1 Ln O � -W SL �' iL c L v a � -O � � � U CC) a- � or� � `° � � mo o q) _Un � � L u E O 0 " kn u O N 0 z O tn 4Jo — O m� "a J Queensbury Building & Code Enforcement - Residenti inal Inspection Office No. 518)761-8256 Arrive: �Initfials: �ert am/pm Date Inspection requ��114 st received: Inspecto NAME: PE IT#: LOCATION: D E: TYPE OF STRUCTURE: Comments: Y No WA 4' BuildingNumber Address visible from road ChimneyHeight/'B'Vent/Direct Vent Location j/1 C,�- e tec i C, Fresh Air Intake 3 inch PlumbingVent through roof minimum 6 inches Roof /Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers P C Guards at stairs,decks,patios more than 30 inches above grade L>� �iT't Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more ETA{ LED C�O.S S j Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inures to 38 inches Vr a" Deck Brae /Handkapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off e /regulator 18 inches above grade Z cztAVLjF-tT Mk)D Qato Interior privacy I dim/doors I main entrance 36 inches / Bathroom/Kd hen 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 acoessibie area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss draft stopping finished basement 1,000 sq.ft. Emergency below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumacer"ot Water Heater operatiN Low water shut-off boiler Relief Va s installed/Heat Trap/Water TeMp 110 Enclosed Stairs Sheettock Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed �ty` Gas Logs Sealed or Glass Enclosure Final Electrical Final Survey Plot Plana Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept.Ins 'on Sticker Site Plan /Variance required Flood Plain Certification,if Okay to issue C/C or C 194aamp2MLPermanent L:\Building&Codes FormslBUHding&CodesUnspedion FomhsV2esidential Final Inspection Form revised_100405.doc;Revised January 7,2008 Jul. 7, 2008 11 :01AM No, 6124 P. 2 AS-BUILT SEWAGE DISPOSAL DIAGRAM Owner:,, /lac j .lie k Iel Site Location: 01 471 L c; z ar-ae lam- �k�eeS� Tax Map ID#: Permit 0 Tank size: new Zen a Pe/— OR existing tank size (if known) Dry wells-new:# size ANDIOR Dry wells-existing:# size: Drainfield:#laterals _V- Length of laterals: Width of trench: d2 ILL Final As-Built Diagram (refer to permit for requirements) .4 -Y or ip 22 0 r �`► f N3 , Installer's Certification: (This must be completed) I certify that the Information provided above is an accurate description of the work performed. Date i er's Signature For Office Use Only,. inspection Date: Diagram Received On: Comments: — Signature: MONO . .- -.•.•. V►•1 y n l v H Q 1 T LJ J 1.I J C( S P A A A ra� �a r TO .4 1 l AQ 7PS2 Septic Inspection Repoli Office No. 1 76 - 25 Date Inspection request received: Queensbury B ode Enforcement Arrive: am/pm Depart. am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT_ NO.: 6 LOCATION: INSPECT ON: ' RECHECK: Comments and/or diagram Soil T Loam/ Clay Ty of Water. n ci / Well Water Waterline se aration distance ft. Well separation distance ft. Other wells: _ft. Well Casing Length 50' + / - Y N /A Absorption Field: Total length ft. Length of each trench Z ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: N End Ca N Inlet/Outlet Pipes&Baffles Y_ N Location Separations Foundation to tank ft. ''► '��� `' Foundation to absorption ft. Separation of Pits ft. %< Conforms as r Plot Plan Y N -- Engineer Report and As-Built _Y_N Location of System operty: Front Re Left Side Right Side Middle Front Middle Rear Approved %t9grn Use Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc r e,- ( C) Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:Qx n am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:I-T— i c NAME: PERMIT NO.: V LOCATION: t: - INSPECT ON: RECHECK: Comments and/or diagram Soil Type: San Loam/ Clay Type of Water: Municipal Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box I• �"� � �(��� Distribution Box to Field Pit <- PV-z-4 r O nin Sealed: XN End Ca Yc{ Inlet/Outlet Pipes&Baffles F)( Y l Location/ Separations Foundation to tank ft. . Foundation to absorption ft./ �,, Separation of Pits !T: ,F�, "� -� Conforms as r Plot Plan _Y `� Engineer Report and As-Built _Y47, N ` f Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved I A roved and needs to be re-inspected, please call the Building &Codes Office Disapprove Last revised 06/18/07 L:\Building&Codes Fonns-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc 0 r3QrL3 n3rE_ �rJ�r.Prlr�rJ�c.t�nrlcrr�cnrJr.J�rrcnr�cPr�ryla rc pmi: cP�r.PrJ�rJ�r.PrJ�rJ�r�r�rJ�cJ�cl�rlcl�r�cPc nctr�rJ�cncnrJ�r�cl�c rcnr�cfcPrJ� ca 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 � 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 5 CERTIFIES THAT 5 5 S 5 Upon the application of upon premises owned by 5 5 5 S ELLIOT BUILDING&REMODELING CLAUDE STEHLE 36 FRONT STREET 671 LUZERNE RD S 5 BALLSTON SPA, NY 12020, QUEENS BURY, NY 12804 5 5 Located at 671_LUZERNE RD QUEENS_BUERY NY 12804 5 SApplication Number: Certificate Number: 5 4000662 4000662 SSection: Block: Lot: Building Permit: „ BDC: A239 S 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: SBasement,Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 25th Day of June, 2008. 5 Name CITY Rate Rating Circuits Twe Appliances and Accessories �J 5 Future Appliance Feeder 1 0 BTU 5 5 Future Appliance Feeder 1 0 Gas Water Heater 1 0 KW S Service WSJ, L Service Disconnect: 0 200 cb 5 J Service1Phase3wService 5 Rating200Amperes S Wiring And Devices S Disconnect 1 0 1-30 amp Fixture 6 0 Incandescent 5 Receptacle 1 0 GFCI [5 Switch 1 0 Gen,Purpose 5 5 S 5 seal 5 1 of 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated: 5 5 � 5 o �RINIPM a 01110r I f �(D Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&c Code Enforcement Arrive: am/pm Depart:9 i o am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:A h NAME: T PERMIT#: LOCATION: INSPECT ON: TYPE OF STR Comments Y N N/A Footings c-- 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 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Queensbury Building & Code Enforcement - Residential Final Inspection 1'O No. (518)761-8256 Arrive: 2-� -i "am/ epa amJpm Date spection request received: Inspector's Initials: q NAME: 4PERMIT#: / LOCATION: DATE: — - TYPE OF STRUC Comments: Yeat No WA �_- 4" Budd Number Address visible from road �pC,16) Chimney Height I*W Vent/Direct Vent Location /L Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Com 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 ledhes or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wail �L�{ Interior/Exterior Railings 34 inches to 38 inches Deck Brach /Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to silt plate 6z Gas Valve shut-off e I regulator 18 inches above grade Interior privacy I trim/doors/main entrance 36 inches Bathroom/Kitchen watertight S i /Window in stairweds safety g!gM Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Be"badcu Attic access 30 inches x 22 indhes x 30 inches(height) oo in aessible area �'�Jf�� Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window + Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. g Emergency below grade Gas Furnace shut-off within 30 feet or within One of site Oil Furnace shut-off at entrance to furnace area FumacW%A Water Heater operaft Low water shut-off boiler Relief Va s installed l Heat Trap/Water Te 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door I door doser C fri• Duct work Sealed Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas PipeBorxi" As Built System/Sewer De .Ins n Sticker Site Plan /Variance r red Flood Plain Certification,if required Okay to issue C/C or C 10 T /Permanent LABuilding&Codes Fonms\Sullding&CodeMinspec Lion Fomhs\Resk ntial Final Inspection Form_revised_100405.doc;Revised January 7,2008 lo -/ -L 7k:�A-/ Framing / Firestopping Inspectioli Report Office No. (518)761-8256 Date Inspegb uest received: Queensbury Building&Code Enforcement Arrive: �D h"' arru part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: *- 4 PERMIT#: ' LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N WA COMMENTS: Framing AAR04 ss x 30" minimum 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes I Bearing Wails Metal Strapping for Notches Top Plate 1 %W 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hair Fire wail 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 518 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 LABuiiding&Codes Forms-01-Muiiding&Codesanspection FormsTraming Firedopping Inspection Report doc Revised January 7,2008 ion Report Framing / Firestopping Ins� Office No. (518) 761-8256 Date Inrr—'slnitials: ,Vn request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect NAME: PERMIT# (9 LOCATION: f INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing AttocAcedss 22" x 30" minimum Jack Studs/Headers 1 v I /f� 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 '/ w 16 gauge 8 16D nails each side Draft sto 'ng 1,000 sq. ft. floor trusses r Bolts 6 ft. "Ss on center Ice and water shiel 4 inches from wall on 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (M 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fonns-OLD\Building&Codesvnspection Fomis\Franft Firestopping Inspection Report.doc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Datere - ti request received: Queensbury Building&Code Enforcement Arriv am/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 InspeInitials: j NAME: L'L PERMIT#: LOCATION: INSPECT ON: r TYPE OF STRUCTURE: Comments Y N 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width ches above footing 6 mi 1 for wet areas under slab Backfill pproval Jnuni&ng Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM U� Foundation Inspection Report Office No.(518)761-8256 Date Inspectifueis uA Queensbury Building&Code Enforcement Arrive: � `� Dep = j m742BayRd.,Queensbury,NY 12 4 Inspector s INAME:LOCATION: fP T TYPE OF STRUCTURE: Comments Y N N/A Footings ,- %w'sP—�©� �T- iers 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 Dampproofmg Foundation Waterproofmg 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ii STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 12231-0001 ELIOT SPITZER GOVERNOR January 25,2007 Mr.Alan Harmon ' c '1 Excel Homes,Inc „ ._..F- � U� wpy r c0�r• .l RR#2,Box 693 Qc as 1 Liverpool,PA 17045 pia r ����,� RE: M 0497-02-073 System approval/CONDITIONAL RENEWAL New Y0,'11 In reference to your.,written request dated January 16,2007,your original approval dated January 24, 2003, to construct Factory Manufactured Detached One-and Two-Family Dwellings and'Multiple Single- Family Dwellings(Townhouses)System of Models designated M 0497-02-073, is hereby renewed as authorized under 9 NYCRR 1209. This approval will remain in effect until January 24,2009 unless sooner revoked,and is subject to renewal thereafter. Buildings manufactured under this approval are limited to installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soil Site Class is limited as follows: Seismic Design Category A,B, C and:DI for Detached.One-and Two-Family.Dwellincs. Supplemental Conditions of Approval In addition,the conditions under which system approval is granted are: l.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State.Each permit set is to be sealed and signed by'an architect or engineer registered in New York State and is to bear that architect or engineer's certification that"the plans and specifications of the permit set are derived from:ancl consistent with the plans-and specifications associated with this approval.on file with the Division and this conditional approval letter."The certifying-.architect or engineer M?l V-not be aff 1-iated•or ass,eciated -4 h thP. manufacturer's quality assurance agency..The following are specific requirements re ardin�-tit. NSBURY contents of the permit set. TOWN CIF —-- DEPT. BUILDING & COI ES L EF�� 1.1. A set of drawings comprising at a minimum: Reviewed " 1.1.1 Cover sheet which contains information on: ®� �» -Project location --- 1� Doclf -Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category,Wind Speed,Live Loads,Dead Loads, etc. -Applicable building codes and design specifications -Energy code information: statement by,professional.of.compliance with Energy Conservation Construction Code of New York State, 2002.edition. WWW.DOS.STATE.NY.US • E-MAIL:INFO@DOS.STATF-.NY.US Mr.Alan Harmon January 25,2007 ------------ Method of compliance and pertinent documentation shall be provided. -Occupancy classification -Construction type classification -General notes Index of drawings -Ma nufacturer's title block -Certification,by design professional,of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: -Required and provided light,ventilation,egress,window and door schedules Unambiguous identificatiom of structural members -Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: -Building integration(module connections)details -Location of required fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system Special requirements addressed(such as sliding, drifting or unbalanced snow load conditions) 1.1.7 Non-typical details(such as prow roof;cantilever beams, etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed,and dated by New York State registered design professional. 2.The manufacturer will submit a weekly report summarizing(listing)all permit sets with information about project location,production serial number,and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4.The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. 5.The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State"Stamp of Approval' placed on the accompanying set of plans and by the qualifying letter dated January 25, 2007 A copy of the first two pages of this letter shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Ronald E.Nester, R.A. Director Division of Code Enforcement and Administration Enclosure cc: PFS Corporation 02073 CAL_Renewa]_2.wpd REScheck Software Version 4.0.1 Compliance Certificate Project Title: Q4483 Report Date:08/21/07 Data filename:E:1RESchecktQN1Q4483.rck Energy Code: New York State Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 15% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: LUZERNE ROAD SERENITY HOUSING SALES,INC. EXCEL HOMES,INC. QUEENSBURY,NY 12804 2138 DOUBLE DAY AVENUE RR2 BOX 683 BALLSTON SPA,NY 12020 LIVERPOOL,PA 17045 Gross Cavity Cont. Glazing UA Assembly Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss: 1751 38.0 0.0 53 Wall 1:Wood Frame,16"o.c.: 1701 19.0 0.0 87 Window 1:Vinyl Frame:Double Pane with Low-E: 188 0.370 70 Door 1:Glass: 61 0.280 17 Floor 1:All-Wood JoisUTruss:Over Unconditioned Space: 1751 19.0 0.0 82 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 has stamped and signed this page,they are attesting that to the best of his/her k owledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Signature Date Efttromm 0qr04#4Woa s.OKY%FACTOW BUILT A" OF NE;: paur as of ttso bully np.Cu3ru Wation d6ep not arpoy w SIT taAH0N y Q suppmed or 4rwUII&d etamema.tbmw much its,ma rnat vy a4 $' '9 tinrilwd to;Ituwr a tl vn,'snaps,96c„must bw deniWM4 BY * o OTMRS lot vtA"adloa ts,Undefbru A1)aftsrlre*on, r _ W FlJ fl$286A �FFSStt3NaL 08/23/2007 Q4483 Page 1 of 4 REScheck Software Version 4.0.1 Inspection Checklist Date:08/21/07 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-19.0 cavity insulation Comments: Windows: ❑Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.370 For windows without labeled U-factors,describe features: #Panes-Frame Type Thermal Break?-Yes-No Comments: Doors: ❑ Door 1:Glass,U-factor.0.280 Comments: Floors: ❑ Floor 1:All-Wood Joistffruss:over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment are installed in accordance with the manufacturer's installation instructions. 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. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Supply ducts in unconditioned attics or outside the building are insulated to R-11. ❑ Return ducts in unconditioned attics or outside the building are insulated to R-6. ❑ Supply ducts in unconditioned spaces are insulated to R-11. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181A or UL 181 B. 04483 Page 2 of 4 Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). !] The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have 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 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. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: I] All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time dock. Heating and Cooling Piping Insulation: El HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Q4483 Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD.(Building Department Use Only) Q4483 Page 4 of 4 4013;JOB14086 Mark: R1 Quantity: 16 Type: ATPB $pan: 280000 Pl-HI: 10 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 $TEHLE BALLSTON SPA BRANCH ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss NOTE$; ON JOINTS EXCEPT: TOP 0.97 2x 6 SP-SS 0.C. From To JT RE,ACT ACT WID REQ WID Auto Attic/Snow Loading Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.96 2x 6 SP-SS TC Cont. 0- 0- 0 28- 0- 0 LOS IN-SR IN-SX Total Design Loads SARATOGA LUMBER TRADERS A 6.00x 6.00 Cm 0.1 WSS 0.46 2x 4 SPFS-#2 BC Cont. 0- 0- 0 28- 0- 0 A 2,834 5- 8 3- 6 plf - Live Dead From To Analysis Conforms To: B 3.0gx 4.00 CM 0.3, EXCEPTIONS: hx = -246 TC V 88 20 0.0 8.0 ANSI/TPI 95 6 02 G 3.00x 4.00 CNTR 0.33 T3 2x 6 SPFS-#2 H 2,$34 5- 8 3- 6 TC V 88 34 8.0 10.3 OH Loading H 6.06x 6.00 CNTR 0.12 B2 2x $ SP-SS hz = 246 TC V 88 20 10.3 12.1 Soffit psf 2.0 TC V 88 20 12.1 15.9 Design checked for 10 psf non- TC Fb=1.15 Fcia1.10 Ft=1.10 UPLIFT FOUND AT BEARINGS TC V 88 20 15.9 17.7 concurrent LL on BC. BC Fb61.10 FcR1.10 Ft=1.10 BRG UPLIFT BRG UPLIFT TC V 88 34 17.7 20.0 NOTE: USER]MODIFIED PLATES LBS LBS TC V 88 20 20.0 28.0 This design may have plates A 228 H 228 BC V 0 10 0.0 7.9 selected through a plate SC V 0 SO 7.9 8.0 monitor. TL Defl -0.95" in J -3 L/343 BC V 60 30 8.0 20.0 Wind Loads - ANSI / ASC,S 7-02 LL Defl -0.74" in J -1 L/441 BC V 0 10 20.0 20.1 Truss is designed as a Main Shear // Grain in B -C 0.91 BC V 0 10 20.1 28.0 Wind-Force Resistance System. WE V 0 14 C F Wind Speed: 90 mph WB S 0 14 8 J Mean Roof Height: 25�0 WE S 0 14 G I Exposure Category: C + 5 Wind Load Cases Occupancy Factor : 1,00 (� \ HO 7-7 6x6= 6x6- HO 7-7 + 2 Unbal. Load Cases Building Type: Enclosed \` f HN 4 D T3 N E HH 4 Zone location: Exterior 3x6= 3x6- TC Dead Load 6.0 psf C W4 F BC Dead Load 3.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 70.0 paf TCU -�- Rain Load 0.0 psf 3xx411 R W2 Q P 3xx411 Importance Factor 1.00 3x4 TCU Thermal Factor 1.00 Exposure Factor 0.90 4x6,/ 4x6�, Balanced Load Factor 0.63 11-5,12 Sl 10 32 Unbalanced Load Factor 1.67 Unbalanced Loads Checked }0-8-0 2x4`� t 2x4/i Load Factors 1.67 and 0.00 S t o T Max comp. force 3448 Lbs Max tons. force 2703 Lbs W1 i+ W1 Quality Control Factor 1.00 y` TCL W9 TCL 6x6- yQy 6x6= A 12- 0- 0H K 83 J B2 1 B3 � w:sos #7xlo- #7xlO= Wlspg 2834 14o q inR:28B4 a�y d: 227 0 0 N to U: 2$/ C N @ N !` O TC 1"' 1 4-1_6 17-SO- 0-1-12 23-107 8-0-0 Isc 64 28-0-0 - - ALL PLATES ARE LOCK20, # - PLATE SELEC= IN PLATE MONITOR REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Robbins En sneering, Inc./Online Plus'nt APPROX. TRUSS WEIGHT: 264.3 LISS Scale: 3/161'mis se ROBBINS connector plates shall be applied on both face.of trust at each Joint Robbins Eng.Co.bears no respoodbilky for the e-tion of anises,Held bracing or Center the plates,unless indicated otherwise.No loose knots or wane is plate contact permanent true.bmcl%W Refer to BC311-03 a.published by the Trust Plate Auto Attic/Snow Loading Designer: Lucas Ahl area.SPHce only where thown.Overall spans at.ume 4"beerisge at.path end,uWeee Institute,218 North.i,eo Street,Suite 312,Alexandria,VA22314,Person.erecting TC Live 44.1 paf Checker: indicated otherwise.Cutting and fabrication shall be performed on equipment which trusses are cautioned to seek advice concerning proper erection bracing TC Dead 10 e£ Reviewer produces snug-fitting joints and platen.Unless otherwise noted,moi.tpre content of to prevent toppling sod"dominoing".Can should be taken to prevent damage P lumber shag not exceed 19-A at time of fabrication and this design is act applicable during hbrication,Btotagq shipping sad erection.Top and bottom ckor&shall be BC Live 0 paf Designed: for use with Are retardant lumber and some proservative treatments.This design was adequately braced in the absence of sheathing or rigid caning,respectively.It is the BC prepared in acconlana with"National Design Specilieatiom for Wood Construction" responsibility of when to ascertain that the design loads utilized on this drawing meet Dead $ paf Rev NO; (AFP&"National Opdgo Standard for Metal Plate Connected Wood Trove or exceed the actual head lads imposed by the structure and the live Wad.imposed Total 59.1 paf Rev Date: aiatoga Lumbar Traders Construction"(rPl),and BUD Design Criteria for Trussed Rafters. by the local building code or historical climade records. Lumber $1 1.00 Run Date: 06/13/07 Plate SI 1.00 Version: 21.0.032 F URNLSH ACOIL DING DE IGNERSIGN O REVIEW CONTRACTOR. Spacing 24.0 in. Drawing: IT 15IB8 RHSPONSmII1TY OF T13H BUILDING DESIGNER TO RHVIBW TfBS TRUSS DESIGN DRAWPIG&VERIFY P g B• THAT DATA INCLUDING DIM.&LOADS CONFORM IO ARCH.PLAN/SPECS&FAID,TRUSS PLACEMENT DIAGRAM. Robbins Engineering,Inc./Orjllrie Plus-(01998-2007 Version 21.0.032 Engineering Review Drawing 6/13/2007 7:08:07 AM Pagel PDF created With pdfFactory trial version www.pdffactory.com Job:Mg14086 Mark: R2 Quantity: 16 Type: PB Span: 31008 Pl-H1: 10 Left OH: 0 P Right OH: 0 P Page 1 STEHLE BALLSTgN SPA $RANCH ALL PLA S CENTERED OSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss NOTES: ON JOINTS EXCEPT; TOP 0.02 2x 4 SPFS-#2 0.C. From To JT REACT ACT WID REQ WID Auto Snow Loading Trusses Manufactured by: JT PLATE SIZE X BTM 0.01 2x 4 SPFS-#2 TC Cont. 0- 0- 0 2- 7- 6 LES IN-SX IN-SX Total Design Loads SARATOGA LUMBER TRADERS A SC Cont. 0- Q- 0 2- 7- 6 A 63 5- 8 1- 8 plf - Live Dead From To Analysis Conforms To: F 2.00x 4.00 0.05 CNN�TRR Its an -34 TC V 67 20 -0.6 2.3 ANSI/TPI 95 A 02 B 4.00x 4.00 0.00 -1.39 * 236 N/A N/A TC V 67 20 1.3 3.2 Design checked for 10 psf non- E 2.00x 4.00 -0.05 CNTR *CONTINUOUS BETWEEN F -E BC V 0 4 0.0 2.6 concurrent LL on BC. C C 28 5- 8 1- 8 + 5 Wind Load Cases Refer to Gen Det 3 series for hz an 33 web bracing and plating. Wind Loads - ANSI / ASCE 7-02 UPLIFT FOUND AT HEARINGS Truss is designed as a Main BRG UPLIFT BRG UPLIFT Wind-Force Resistance System. LES LES Wind Speed: 90 mph A 26 F-E 71 Mean Roof Height: 25-0 C 18 Exposure Category: C Occupancy Factor : 1.00 HH -4-9 TL Defl 0.00" in J -I L/999 Building Type: Enclosed 10 4x4= LL Defl 0.00" in J -I L/999 Zone location: Exterior g HH -4-9 Shear // Grain in F -B 0.06 TC Dead Load 6.0 psf BC Dead Load 3.0 psf IT Roof Snow Load per ASCE 7-02 Ground Snow Load se 70.0 psf Rain Load an 0.0 psf Importance Factor 1.00 1-7-6 TC TC Thermal Factor 1.00 90 1-5-}4 2g4 2x9= Balanced Load Factor 0.48 E _l Unbalanced Load Factor 0.00 Max comp. force 73 Lbs Max tens. force 53 Lbs A C Quality Control Factor 1.00 D B1 W:5Q8 W:5Q8 R: 62 R: 27 U: 96 U: 17 TCJ 7-9 1 1-11-4 3-2-15 3-10-8 3-10-8 ALL PLATES ARE 14XR20 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOL$ SHEET FOR ADDITIONAL SPECIrICATIONS. Ro ins Engineering, Tnc./Online Plus" APPROX. TRUSS WEIGHT: 14.5 LES Scale: 3/4"ml' ROBBINS connector plates shall be applied on both faces of truss at each Joint Robbins End.Co.bean no reapoosibllity for the erection of trusts,Reld bracing or Center the plates,unless indicated otherwise.No loose knots or wane is plate contact permanent truss bracing.Refer to BCSI 1-03 as published by the Train Plme Auto Snow Loading Designer: Lucas Ahl area. SPllee only where shown.Ovenli spans assume 4"beadngs et each end,unless Insdtme,219 North Lee Street,Suite 311,Alexandria,VA 22314.Penow erecting TC Live 33.3 psf Checker indicated otherwise,Cutting and fabrication shall be performed on equipment which trusses are cautioned to seek professional advice concerning proper erection bracing TC Dead 10 of Reviewer: " produces snug-fitting Joists and plmes.Unless otherwise noted,moisture content of to prevent toppling and"dominoing".Can should be taken to prevem damage P lumber shall ant exceed 19%m time of fabrication and this desige is not applicable during fabrication,storage,shipping and erection.Top and bottom chords shall be BC Live 0 psf Designed for use with fire retardant lumber and s e preaervativc tnmmeon.This desigo was adequately braced in the absence of sheatbing or rigid ceiling,respectively.It is the BC Dead 5 paf Rev NO: prepared is accordance with"National.esfga Specifics#orn for Wood Construction" responsibility of others to ascertain that the design loads utilized on this drawing meet (AFPAJ,"National Design Standard for Metal Plate Connected Wood Truss or exceed the actual dead loads imposed by the/tnremre and the Eve loads imposed Total 48.3 psf Rev Date Saiakoga Lumbef Tiadefs Cooatryctton"(TPl),a44 HUD Design Criteria for Trussed Rafters. bythe lmalbuildiug code or hstodrai cl matic recurds. Lumber $I 1.15 Run Date: 06/13/07 Plate $1 1.15 Version: 21.0.032 FURNISH A COPY OF IHIS DESIGN TO ERECTION CONTRACTOR ITiSTHERESPONSIBILITYOF THE MIJILING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING&VERIFY Spacing 24.0 in. Drawing: THAT DATA INCLUDING DIM.&LOADS CONFORM TO ARCH.PLAN/SPECS&FAB.TRUSS PLACEMENT DIAGRAM. Robbins Engineerng,Ina/Online Plus-D 1996-2007 Version 21.0.032 Engineering Review Drawing 6113/2007 7:08:09 AM Page 1 PDF created With pdfFactory trial version www.pdffactory.com Job:JOB14G86 Mark: R3 Quantity; 6 Type: CA52 Span: 140000 pl-Hl: 10 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 STAHLE BALLSTON SPA BRANCH PLATES dNTZAED CSI SIZE LUMBER Brace truss as follows: MAXIMOM REACTIONS: Common Truss NOTES; ON JOINTS EXCEPT: TOP 0.76 2x 4 sfrs-#2 P.C. rrom To JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.36 2x 4 S"S-#2 TC Cont. 0- 0- 0 14- 0- 0 LES IN-SX IN-SX TC V 67 20 0.0 7.0 SARATOGA LUMBER TRADERS A 5.00. 5.00 2.50 1.47 WBS 0.42 2x 4 S?rS-#2 BC Cont. 0, 0- 0 14- 0- 0 E 1307 5- S 2- 7 TC V 67 20 7.0 14.0 Analysis Conforms To: C 3.00x f.00 -1.50 0.98 LG1 0.09 2x 4 SpFS-#2 As an -137 BC V 0 10 0.0 4.5 ANSI/TPI 95 b 02 D 5.00x 5.00 CNTS -1.41 PB1 2x 4 Sprs-#2 C 743 5- S 1- 8 BC V 0 10 4.5 9.0 OH Loading E 4.00x 0.00 -0.10 2.87 hz = 137 BC V 0 10 9.0 14.0 Soffit psf 2.0 TC Fb=1.15 Fc=1. 0 Ft-1.10 + 5 Wind Load Cases Design checked for 10 psf non- BC Fb-1.10 Fc=1.;0 Ft-1.10 UPLIFT FOUND AT BEARINGS + 2 Unbal. Load Cases concurrent LL on BC. BRIG UPLIFT BAG UPLIFT Wind Loads - ANSI / ASCE 7-02 LBS LBS Truss is designed as a Main E 392 C 88 Wind-Force Resistance System. Wind Speed: 90 mph TL Defl -0.07" in E -D L/999 Mean Roof Height: 25-0 LL Defl -0.06" in E -D L/999 Exposure Category: C LL Cant -0.10" in A -E L/463 Occupancy Factor : 1.00 Hz Disp LL DL TL Building Type: Enclosed it C 0.06" 0.01" 0.08" Zone location: Exterior Shear // Grain in A -F 0.45 TC Dead Load 6.0 psf BC Dead Load 3.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 70.0 psf Rain Load as 0.0 psf 7-7 4x4= HO 7-7 Importance Factor 1.00 2-14 B HH 2-14 Thermal Factor 1.00 Exposure Factor 0.90 Balanced Load Factor 0.48 Unbalanced Load Factor 1.67 Unbalanced Loads Checked 2x411 Load Factors an 1.67 and 0.00 F 2x4-- Max comp. force 1000 Lbs 10 W3 Max tens. force 842 Lice 7-0-9 W2 Quality Control Factor 1.00 TC W4 G 6-5-7 TC 2-3-4D 3x4N, W1 D H 5x5c 5x5= 3x611 A B2I83 C 6�J L Bl I 4x6-- I I Cant:4- 0- 0 W:508 Wo508 o R:1307 Ro 74a o U: 391 Ug as 0 TC ~ 4-3-12 1 2-0-_O 10-6-0 12-9-7 14-0-0 ALI, PLATES ARE LOCR20 REM TO ROBBINS RING, GENERAL NOTES AND SPBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WRIGHT: 103.2 LBS Scale: 1/4"=1' ROBBINS connector plat.shall be applied on both faces of truss at each joint Robbia Ing.Co.bears no responsibility for the ereefloo of trw.es field bracing of Center the platen,unless indicated otherwise.No loose know or wane in plate contact pernunent trues besides.Rekr to SCSI 1.03 as published by the True Plate Auto Snow Loading Designer: Lucas Ahl area.Splice only where shown.Ovetall.pans asume 4"hearings at each and,unless Iosdtuw,;1g North Lee Stray Suite 312,Alexandria,VA 22314.Persons erecting TC Live 33.3 psf Checker: indicated otherwise Cutting and fabrication-ball be performed on equipment which trusses are cautioned to seek profer.rytnal advice concerning proper erection bracing produces sms"tting joints and plates.Unless otherwise noted,moisture coneeat of to prevent toppling and"dominoing",Care should be taken to prevent damage TC Dead 10 psf Reviewer: lumber.hall not ezcad 19%at time of fabrication and this design I.not.pplIcabl. during OspHeatioq-toragq shipping and erection.Top and bottom c►ords shall be BC Live 0 psf Designed; for we with fire retardant lumber and some preservative treatments.This design wen adequately braced to the absence of sheathlog or rigid ce0ing,rapectively.It is the BC Dead 5 psf Rev No prepared In accordance with"National Design Specilkatiom for Wood Cowtruction" responsibility of others to ascertain t4at the design loads utilized on this drawing meet Total 48.3 psf Rev Date:(AFPA),"National Design Standard for Metal Plate Connected Wood boss or exceed the mental dead loads impoed by the structure and the live loads imposed Saratoga Lumber Traders Coortructioo"(rPI),and ffUD Design Criteria for Trwaed Rafters. by the local building code or historical dim.*records. Lumber SI 1.15 Run Date: 06/13/07 FURNISH A COPY OF THISDESIGNTOERECTION CONTRACTOR Plate $1 1.15 Version: 21.0.032 ITIS THE RESPONSIBILMpF THE BUH.DINGDESIGNER IO REVIEW THIS TRUSS DESIGN DRAWING&VITRIFY Spacing 24.0 in. Drawing: THAT DATA INCLUDING DIM.&LOADS COIVORM TO ARCH.PLAN/SPECS&FAB.TRUSS PLACEMENT DIAGRAM. Robbins Engineering,Inc./Online PIusT m 1996.2007 Version 21,0.032 Engineering Review Drawing 6/1W2007 7:0&10 AM Page 1 PDF created with PdfFactory trial version www.pdffactory.com JobIJOB14086 Mark: R4 Quantity: 1 Type: 4.2 Span: 140000 Pj-H1: 10 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 STEHLE BA.LLSTON SPA BRANCH ALA. PLATES CENTERED CSI SIZE L Brace truss as follows: MAXIMUM REACTIONS: Common Truss NOTES: ON JOINTS EXCEPT: TOP 0.33 2x 4 SPFS-#2 O.C. From To JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by: JT PLATE SIZE X Y ETM 0.35 2x 4 SPFS-#2 TC Cant. 0- 0- 0 14- 0- 0 LES IN-SX IN-SX TC V 67 20 0.0 7.0 SARATOGA LUMBER TRADERS A 4.00x 4.00 1.6$ 0.76 WES 0.14 2x 4 SPFS-#2 BC Cant. 0- 0- 0 14- 0- 0 A 932 5- 8 1-24 TC V 67 20 7.0 14.0 Analysis Conforms To: C 4.00x 4.00 -1.63 0.76 WG1 2x 4 SPFS-#2 Utz an -137 BC V 0 10 0.0 14.0 ANSI/TPI 95 & 02 WG2 2x 4 SPFS-#2 C 932 5- 8 1-14 + 5 Wind Load Cases OH Loading hz = 137 + 2 Unbal. Load Cases Soffit psf 2.0 TC Fba.1.15 Fc=1.10 Ft=1.10 Design checked for 10 psf non- BC Fb=1.10 Fc=1.10 Ft=1.10 UPLIFT FOUND AT BEARINGS concurrent LL on BC. BRG UPLIFT ERG UPLIFT Wind Loads - ANSI / ASCE 7-02 LES LES Truss is designed as a Main A 195 C 195 Wind-Force Resistance System. Wind Speed: 90 mph TL Defl -0.06" in A -D L/999 Mean Roof Height: 25-0 LL Defl -0.04" in D -C L/999 Exposure Category: C Shear // Grain in E -B 0.35 Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 3.0 psf Roof Snow Load per ASCZ 7-02 _ Ground Snow Load as70.0 psf HO 7-7ax4- HO 7-7 Rain Load = 0.0 psf HH 2-11 4 E HH 2-14 Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 0.90 Balanced Load Factor 0.48 Unbalanced Load Factor 1.67 to Unbalanced Loads Checked Rx*� %2x4/, Load Factors = 1.67 and 0.00 Z Max camp. force 794 Lba 7-0-9 Max tens. force 609 Lbs 6-5-7 TC W1 Quality Control Factor 1.00 4x4- W2A170 3x6 7 - � - W:508 W:508 OR: 931 R: 934 OCU: 194 U: 198 TC 14 3-5-8 7- 0 a6-8 14-0-0 i r�=s- ---r 10--�a=6-u ALL PLATES ARE LOCK20 REFER TO ROBBINS ENG, GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inq./Online Pluses APPROX. TRUSS WEIGHT: 95.7 LES Scale: 1/4"=1' ROBBINS connector plates shall be applied on both face.of trues at each Molpt Robbins I#ng.Co.been as responsibility for the erection of trusses.field bracing or Center the plates,unless indicated otherwise.No loose knots or wane in plate contact pettnaaeM mus.headed.Refer to BCSI 1-03 as published by the Truss Plate Auto Snow Loading Designer: Lucas Ahl area.3pdee only where.howm Overall spans assume 4"bearings at each cad,unless In.dtute,jig North Lee Street,Suite 312,Alexandria,VA 22314.Pereons erecting TC Live 33.3 psf Checker: indicated otherwise.Cutting and fabrication shall be perforpted on equipesept which trusses art cautioned to seek profenipual advice concerning proper auction bracing ram. Dead 10 of Reviewer: ° produces saupfitting Joints'aod plates.IJa4ss otherwise noted,moirture ce tat of to proveastapplimg and"dominoing"t Can should be taken to prevent damage P lumber shall not exceed 19-A at done of fabrication and this design is act during fabrication,storage,shipping and erection.Top and bottom chords shall be BC Live 0 paf- Designed: for use with fire retardant lumber and.owe pe'"mative treptmems•This design was adequately braced in the absence of si s abing or rigid calling,respectively.It is the BC Dead 5 psf Rev No: prepared Jn accordance wine"National Design Specifications for Wood Construction" reeponaibQ{ty of then to ascertain that t the deign load.utilized on this drawing meet Saratoga Lumber Traders (AFPA),'National Design Standard for Metal Plate Connected Wood Truss or exceed the actual dead loads imposed by the strwctoro and the live loads imposed Total 48.3 psf Rev Date: Construction" and I"De'd Criteria for Trussed flatten. by the local building code or historical climatic records. Lumber $I 1.15 Run Date: 06/13/07 FURNISH A COPY Of LIDS DESIGN TO ERECTION CONTRACTOR. Plate $I 1.15 Version: 21.0.032 IT LSTHERE4PON'SMITITY OF THE BUILDING DESIGNER IO REVIEW THIS TRUSS DESIGN DRAWING&VERIFY Spacing 24.0 in. Drawing: THAT DATA INCLUDING DML&LOADS CO OBM TO ARCH.PLAN/SPECS&FAB.TRUSS PLACEMENT DIAGRAM, Robbins Engineering,Inc./Online Plus-®1996.2007 Version 21.0,032 Engineering Review Drawing Q 13/2007 7:08:10 AM Page 1 PDF creaked with pdfFactory trial version www.pdffactory.com Job:aOB14086 Mark: R5 Quantity: 1 Type: TR Span: 140000 PI-Hl: 10 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 STEHLE BALLSTON SPA BRANCH ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss NOTES: ON JOINTS EXCEPT: TOP 0.18 2x 4 SPIl O.C. From To JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by: JT PLATE SALE X Y BTM 0.10 2x 4 SPFS-Y2 TC Cont. 0- 0- 0 14- 0- 0 LES IN-SS IN-SX TC V 67 20 0.0 7.0 SARATOGA LUMBER TRADERS A 4.00x 4.00 2.63 0.76 WSS 0.11 2x 4 SPFS-t2 BC Cont. 0- 0- 0 14- 0- 0 * 1533 N/A N/A TC V 67 20 7.0 14.0 Analysis Conforms To: C 4.00x 4.00 -1.63 0.76 WG1 2x 4 SPFS-#2 *CONTINUOUS BETWEEN A -C HC V 0 10 0.0 14.0 ANSI/TPI 95 6 02 WG2 2x 4 SPFS-y2 An se -137 + 5 Wind Load Cases OR Loading + 2 Unbal. Load Cases Soffit paf 2.0 TC Fb-1.15 Fe=1.30 Ftm1.10 UPLIFT FOUND AT HEARINGS Design checked for 10 paf non- BC E'b=1.10 Fc-1.10 Ft-1.10 BRG UPLIFT BRG UPLIFT concurrent LL on BC. LES LBS Refer to Gen Det 3 aeries for A-C 389 web bracing and plating. Wind Loads - ANSI / ASCE 7-02 TL Defl -0.01" in L -C L/999 Truss is designed as a Main LL Defl -0.01" in L -C L/999 Wind-Force Resistance System. Shear // Grain in A -D 0.26 Wind Speed: 90 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1,00 Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 paf BC Dead Load 3.0 psf HO -7 484__ HO 7-7 Roof Snow Load per ASCE 7-02 HH -14 HH 2-14 Ground Snow Load an 70.0 psf Rain Load st 0.0 paf Importance Factor 1.00 *2x411 *2x4ll Thermal Factor 1.00 F I Exposure Factor 0.90 10 Balanced Load Factor 0.48 FUnbalanced Load Factor 1.67 *2x411 *2x411 Unbalanced Loads Checked 7-0-9 TC D g K Lbs TC Max Factp. ors 1. 1.6733and 0.00 6-5-7 Max tens. force 191 Lbs Quality Control Factor 1.00 S S g g 4x4= 4x4= a A C E G H I J L y *2x411 *2x411 *2x411 *2x411 *2x411 0V z z z z z z z z Z z z z0 0 0 0 0 0 0 TC i1 7-0-0 14-0-0 BC 14-0-0 ALL PLATES ARE LOCK20 REM TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Robbins En ineeri29 Inc./ line Plugs' APPROX. TRUSS IGHT: 1p4.6 LES Scale: 1/4"-1' ROBBINS connector plate.eholl be applied on boo faces of trues at each Joint Robbins Eng.Co.hunts so responsibility for the erection of trusses,Held bracing or Center the plates,unless mdicate�otherwisa Nu)oose knots or wane ins plate contact permanent truss bracing.Refer to B,CSI1-03 as publishedby the Trot Plate Auto Snow Loading Designer: Lucas Ahl area.Splice only where shown, Gall Spam assume 4"beatings at each end,unless hookers,218 North Lee Street,Sufte 313,Alexandria,VA22314.Persons erecting TC Live 33.3 paf Checker' indicated otherwise.Cutting sad fabrication Aall be performed on equipment which trusses are cautioned to seek prokssfpoal advice concerning proper erection bracing d 10 produces snug•ritdng Joints and plmes.Unless otherwise noted,spfsture content of to prevent toppling sad"dominoing".Care should betaken to preven dam TC Dead of Reviewer: P age lumber shag not exceed 190%at dime of fabrication sad this design is act applicable during fabrication,stongq shipping sad erection.lisp aad bottom chords sball be BC Live 0 paf Designed: for we with fire mardat,lumber and some preservative treatments.This design was adequately braced in the absence of abemhing or rigid ceiling,respectively.It is the BC Dead 5 psf Rev No: prepared in accordance with"National Design Specifications for Wood Construction" responsibility of nthefs to ascertain that the design loads utilized on this drawing meet 1PA),"National Design Standard for al dr Metal Plate Connected Wood Truss or oxceed the actuad loads fmpmed by the strut tun and the live loads Imposed Total 48.3 paf Rev Date: Saratoga Lumber Traders Construction"ITPI),and BUD Design Criteria for Trussed Raters. bythelocalbuIldingpodeor bistorival climatic records. Lumber SI 1.15 Run Date- 06/13/07 FURNISHACOPY OF TIDE DESIGN TOERECTION CONTRACTOR. Plate $I 1.15 Version: 21.0.032 IIISSTIIERESPON$113E.1[YOF THE BUMDINGDESIGNER TO RRVMW THIS TRUSS DESIGN DRAWING&VERIFY Spacing 24.0 in. Drawing: THAT DATA INCL CAING DIM.&LOADS CONF=TO ARCH.PLANISPECS&Pg.TRUSS PLA NT DIAGRAM. Robbins Engineering,IncdOnllne Plus'"*1996-2007 Version 21.0.032 Engineering Revlsw D(awing 6/1312007 7:08:11 AM Pagel PDF created with pdfFactory trial versipn www.pdffactory.com ss T Job- - - Truss Fs City ply AVIS HOMES 3-15-06 35084 ICC349001 HINGED ATTIC 1 1 04R-P26-12M-1541-11-1 Designer:JES 6.200 s Feb 212005 MiTek Industries,Inc.Wed Mar 15 09:1 t:45 2006 Page 1 of _ 13-0-0 13-0-0 13-0-0 So r NEW k �/ 0-H-0 g�Pa�A W' Fq�Aq'Opf 12.0012 p 6 Conn.375(Ib) j o' t �10 Conn.375(Ib) W Joints 5,6,7 Conn.6501b 5 7 °jB6e ( )4 e - 8 A -W99_ Conn.660(Ib) q aO �� 3 9 BEH18E BEH18E N � 7 Do 98 T4 1 13-9-0 2 j mTti BEH18D - 0 H-0 BEH18D )011 ---- i B1 -- -� B ----- o 5x8 14 13��1 1%2"dodo 12 5x8= 0-1-8 Conn.671(Ib) Conn.718(Ib) Conn,668(Ib) 0- -8 0-7-12 6-1-8 13-0-0_ 19-10-8 25-4-4 26-0-0 - 0-7-12 5-5-12 6-10-8 6-10-8 5-5-12 0-7-12 i_?late Ofisefs X:YI_[t 0}0 0.3-41 j2 U011 o-0-�13:o-a 11 0-1-z1 19:ao-11.0-1-21 n0:0-0-11 o-0-01.11 tEdge,O-&41 i SPACING.2-PO I SPACING:1-4-0 SPACING:1-0-0 SPACING 2-0.0 CSt DEFL in (loc) Weft Ud PLATES GRIP i LOADING(psfl LOADING(pet) LOADING(psf) Plates Increase 1.15 UNBALANCED LOADS TC 0.77 Vert(LL) 0.40 13-14 >385 240 MT20 1971144 ;TCLL 26.3 TCLL 39.4 TCLL 52.5 Lumber Increase 1.15 BC 09D Vert(TL) -0.4213-14 >369 180 Mills 1411138 (Ground Snovr=60.0) (Ground Snow=9D.0) (Ground Snow-120.0) 14 O/C= 39.38 psf Rep Stress lncr YES 16'OIC= 5g06 sf WB 0.75 Horz(TL) Q01 11 Na Na TCDL 10.0 TCDL 15.0 TCDL 20.0 P BCLL 10.0 j BCLL 15.0 BCLL 20.0 Code IBC2003/TPI2002 17'O/C= 78.75psf (Matrix) Weight:16316 �BC�L 100 _- _ -.BCDL._ 15.0 -- -_BCDL 20.0 _ LUMBER FORCES(lb)-Maximum Compressia\/Mi ximum Tension 3)Wind:ASCE 7-02;150mph l in o.c,h=30ft;TCDL=eOpsF 12)Ceiling dead load(5.0 psf)on member(s).3-4,8-9,4-8 TOP CHORD 2 X 6 SPF No2'Except' TOP CHORD BCDL-6,Opsf;Category II;Exp C;enclosed'MWFRS gable and and C-C 13)Bottom chord live load(30.0 pall and additional bottom chord dead load T8 2 X 4 SPF No 2,T10 2 X 4 SPF No.2 1-2 = -10331493 2-3 = -8271516 Externor(2l zone:cantilever tell and ri N exposed;Lumber DOL=1.60 plate grip (0.0 past)applied only to room.13-14,12.13 BOT CHORD 2 X 10 SPF No.2 3-4 = -B491623 DOL=1.33.This truss is designed for C-C for members and forces,and for 14)One RT7 LISP connectors recommended to conned truss to bearing walls BOT C 2 X 3 SPF Stud'Except* 4-5 = -3281168 5-6 = -1951185 MWFRS for reactions specified. due to upliE at A(s)13,1,and 11. 1 W99 2 X 6 SPF No.2 6-7 = -191/182 7-8 - -3341168 4)TCLL:ASCE 7-132;Pg=60.0 psf(ground snow);Ps=26.3 psF(roof snow); 15)This truss is designed in accordance with the 20031Nemational Building 8-9 = -858/623 9.10 = -8271506 Category II;Exp C;Partially Exp.;Ci 1I Cade section 2306.1 and referenced standard ANSVTPI 1. BRACING 10.11 = -10331483 5)Roof design snow load has been reduced to account for slope. 1ri I hio'rusu filar been deug-d la resci.the 20-9 iBC 1-co e .I TOP CHORD BOT CHORD 6)Unbalanced snow loads have been considered for this design. L i 1 1 t Structural wood sheathing directly applied or 4-7-10 cc purlins. 1-14 = -3231594 13-14 = -317/592 7)This truss has been designed as per IBC Sect.1605.3.1.1 Load reduction, T.ito P - r H f .. J,r NI C BOT CHORD 12-13 = -3171592 11-12 = -3131594 for multiple Yve loads. ,)e Roc ai. s {.aireds t 1'.y 1 Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS B)All plates are MT20 plates unless otherwise indicated. VJEBS 4-8 = -468/659 3-14 = -5141671 9)See BEH18 DETAILS for plate placement o 4. 1 Row at mldrt 4-8 9-12 = -5141668 10)Provisions must be made to prevent lateral movement of hinged members) 9 1 ` e '' during transportation. ,R,::!,tzl .., `!--.;Star." REACTIONS ilb/sizel 11)NI additional member connections shall be provided by others for faces as 113 = 75710-3-8 NOTES indicated. '1 112510-3-8 1)Wind:ASCE 7-02:1201 @24in o.c.;I>=30R;TCDL=3.OpsF 11 112510-3-8 BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable and zone and C-C Mar,11- Ecteria(2)zone cantilever IeE and right exposed:Lumber DOL=1 60 plate grip 1 = -760(Iea1 case 6) DOL=1.33.This truss Is designed for C-C for members and forces,and for Max Uplift MWi for reactions specified. 113 = -129(oad wse tO) 2)Wind:ASCE 7-02;147mph @16in o.c.;h=3lM;TCDL=4.5psf; WARNING-VerX.'des design ammeters and READ NOTES unrversalFoesl Preduas.mc. 2za11 Fssr 6ELnINE Ro.NE 1 = -280(I oad Casa 11) BCDL=4.5psf;Category It:Exp C;enclosed;MWFRS gable end and C-C r'' ro P PHONE i616}3r 6161 FAX(616)3KWN GRAND R':'Cs r-9505 11 = -280(load case 10) Extenor(2l zone.cantilever let and right exposed;Lumber DOL=1.60 plate grip Tnss de,,T ne d onN upon u-irnxes<D>wr d for on and dud trailing cnnp t•o co hsiauedand loadedvem N Appicaaip of-9n pa•enelas Nlax Grev DOL=1 33.This truss is designed for C-C for members and forces,and for and proper m a po f p DAM r urld g d g a v ss ore g B ecng snonn s for iaeral a n I d ideal rv�memcers only 113 = 788(load case 13) MWFRS for reactions specified. Add,(iona(t w i cs,sue stabilityd g ( non is freesio,risiblilty of Me w Add'Danal vermalenrb gbh-all srrucmres the l 1 = 1191 Case 3) tarpons Dlay of the Duuengd signer F�v genxa Wdarce egerMn9[aDncdmQaalM [ erage,deNvery ere:tone tltr g. salt OST 83W��ty Slantlad, 11 = 1204(loadcace 4) DSB a9&zing Spaccacort and HiB.91 Ha,dln9lnstelling and Bracing Recommendation&aiab',elrom Trass Proleln;[nu[e,633 D'Onolrio Grivo,-di;cn,Wl'311J J:lsuppat(MIteY.SuppVampiales\1lxilternpla:e We©copY1,gr120C4 by:Universe Forest Prodcls,me --( m Excel Homes 212 and _ - _ T�russ Truss Type Oty Py PAGE 1 OF 2 3-&06 34974 1 562701 HINGED COMMON 1 1 04R 11 12P 154HH CT SEE PAGE FOR ADDITIONAL SEALS 6.200 s Feb 212005 MiTek Industries,Inc.Thu Mar Og 09:19:26 2006 Pagt 1 5-6-0 8-7-12 1 11-0-0 1 5-6 0 �- 3-1-12 2-4-4 \ �0 NEty 3 \ cA,PJ�e+� Fpe�YO9� yg Conn.286(lb) Joint 4 1 12.00�12_ �A 0-3-0 / Conn.297(lb) 0 2x5 3� (ONE SIDE) FEsslotiP` NI BEH18E 4 5 0� 01 0 or;• z� T6 0 i� v VjVf0 Q, 6 1 2�,,,/ � �� I 3-0-0 1 BEH18D BEH18A 7 OPT.CANTILEVER T1n;- --- -- --0-11-_ T2 - - - ---- ro � REACTIONS (lb/size) - -�- _ B1 - 1 1 - 647/0-3-8 0� o Max Horz 5x8 --- 1 - -323(load case 6) Conn.386(Ib) H Max Uplift 0-1-8(BC INSET) 0-1-8(BC INSET) 1 = -378(load case 10) uc 8-7-12 11-0-0 e�.e .allllcfirl JW� r for Max Grav --- }-_- hr,el block explanation. 1 = 681(load case 3) 8-7-12 2-4-4 .Plate Ofrsets(:r Y)[i 0 0.0:0-3-4 2;0-0-11 0-0-01 i5:0_-0 11 0-1 21 16:0-2=0 0-4-6j,f6 0-0 5 0-1-01.17:0-3-4 0-2-11. _ - FFS-PAGNG.2 0.0 SPACING.1-4.0 SPACING:1-0- UNBALANCED SNOW LOADS CSI DEFL In (loc) Well L/d PLATES GRIP LOADINGIpsf) LOADI NG(psf) LOADING(psf) plates Increase 1.15 TC 0.34 VIII 0.11 1-6 >999 240 MT20 1971144 TCLL 19.7 TCLL 29.5 TOLL 39.4 24"OIC=29.53 pst Lumber Increase 1.15 BC 0.34 Ved(TL) -0.14 1-8 >945 180 MII18 1411138 (Ground Snerx-5.0) (Ground Snow=67.5) (Ground Snow=90.0) Re Stress Incr YES WB 0.17 Horz TL 0.00 7 n/a n/a TCDL 10.0 TCDL 15.0 TOOL 20.0 16"O/C=44.3 psT P ( ) BOLL 10.0 BCLL 15.0 BCLL 20.0 12"O/C=59 Code IBC2003fTP12002 (Matrix) Weight:581b .06 pst BCDL __. 10.0 _�.__BCDL --_^15.0 BCDL 20.0 LUMBER FORCES(Ib)-Maximum Compression/Maximum Tension 3)TCLL:ASCE 7-02;Pg=45.0 psf(ground snow);Ps=19.7 11)Provide mechanical connection(byothers)oftruss to TOP CHORD 2 X 6 SPF No.2'Except* TOP CHORD psf(roof snow);Category II;Exp C;Partially Exp.;Ct=1 bearing plate capable ofwithstanding 154 lb uplift at joint 1 T2 2 X 4 SPF No.2,T8 2 X 4 SPF No.2 1-2 = -354201 2-3 = -160/156 4)Roof design snow load has been reduced to account for and 155 Ib uplift at joint R SOT CHORD 2 X 10 SPF No.? 3-4 = -225251 4-5 = -237236 slope. 12)This truss Is designed In accordance with the 2003 WEBS 2 X 3 SPF Stud 5-6 =-2191179 6-7 = -227/168 5)Unbalanced snow loads have been considered for this Intemational Building Code section 2306.1 and referenced BOT CHORD design. standard ANSVTPI 1. 1-8 =-134236 7.8 133/230 6)This truss has been designed as per IBC Sect. - \ BRACING WEBS 1605.3.1.1 Load reduction for multiple live loads. cir; 0 TOP CHORD 5-8 = -20V386 7)All plates are MT20 plates unless otherwise indicated. 1 t i x e)tl .ir .,y Structural wood sheathing directly applied or 6-0-0 oc pudins. 8)See BEH18 DETAILS for plate placement. mTg Y tI rs pt s BOT CHORD TES 9)Provisions nest be made to prevent lateral movement t rg tt a.- 1)Win Rigid ceiling directly applied or 10-0-0 oc bracing. of hinged member(s)during transportation. l \-t :; r 1 a h ti;-15 1)Wind:ASCE 7-02;120mph�2Mn o.c.;h=30R; 10)All additlonel member connections shell be provided by <31 i �. c TCDL=3.OpsC BCDL=3.Opsf Category II;Exp C;enclosed; r - rr4 REACTIONS(lb/size) MWFRS gable end zone and C-C Exterior(2)zone; others for forces as indicated. t_. t i \ ee're 1n t .._NYS 1 = 454/0-3-8 cantilever left and right exposed;Lumber DOL=1.60 plate 2 c s: u rdf N V -t I7 = 454/0-3-6 grip DOL=1.33,This truss is designed for C-C for members 1 -.u,t.t�,f as,;t.:•�c.:rr c r ut,-„6 MaxHorz and faces,and for MWFRS for reactions specified. ""'''er'1' °`" '"°t`'on 1 323(load case 7) 2)Wind:ASCE 7-02:147mph @16in o.e.:h=30ft; Max Uplift TCDL=4.5psf;BCOL=4.5psft Category 11;Exp C;enclosed; WARNING-Verify design parameters and READ NOTES pHWlE l6iel-3E4�8161 F4t(616}385-0060 Al IA rSE NI49506 1 = -154(load case ill MWFRS gable end and C-C ExtericI zone;cantilever left Tm:e a a my p p s, a i a m 1a 9 mp b n a al ae a 1y appr nu5 raesyn parameters 7 = -15Woadcase 10) andrightexposed;Lumber DOL=1,60 plate grip mu m er rwu sa y x q. a e i a i ppa m a,a wm re,me:my. Max Grav DOL=1.33.This truss is designed for C-C for members and p y ra s y s me r i 1 s u m 1 = 476Uoad case 3) forces.and for MWFRS for reactions specified. �smafieer �sspe�amana,.,MJwe e�Nanno s"ear,age yrb Pam n 6 n tlb,aurg.cpnwtt OST B6e 1Tysanaam, 7 = 4710-d!Case 4) J.�SipppMAAekSupple ralales\Itxlite rplaa!4x©acaay+igM1[20ai byRUni�xrsaal ForeS Proauze li TusPXe n_ap,M 583nOnoliaIXrve NaOAn M531tB Y PAUL K. MALE, P.E. & P.L.S. JOB L'iz���� 24 Bog Meadow Run SHEET NO. OF '4 P.O. Box26 ps<M 11 /25 /0-7 SARATOGA SPRINGS, NEW YORK 12866 CALCULATED BY DATE Phone (518) 583-8879 Fax (518) 583-9507 CHECKED BY DATE SCALE C) 3" DIA. STL. COL. SCHEDULE 40 - SET ON LEVELING PLATE Z GROUT. BITUMINOUS JOINT FILLER AT COL. PERIMETER. 12" DEEP X 2A" WIDE X 24 WIDE -- i CONCRETE FTG. i (SET ON VIRGIN SOIL) I 4" CONC. SLAB - SET t3oaops;� I ON 6" PEA GRAVEL 1 I W/ WIRE MESH. i I ' (2) = 4 REINFORC. BARS TOP OF I i �3000 psi> BASEMENT FLP. i I d I I S. . . ° e ' 1 ° ���T� T� �JLjl�ll �1 'FIlI i lii�, II I :.— i L:„ICI-..1l�il'�! ''��II! a � � � - � d�9 �� I�I�Ir i1=i1III il�� i II_ i it—Li•.r = II ISEa ili I f ll�l I�I d II I ' II'=1i1—'t i i',—il I .�� — .I— I —. J , — I� 11Ti fI—I I= 1 III �I� l �',�I T 1 I`T� �� 1r=-._� = r.�i II=W=I i. I - TYPICAL COLUMN PAD DETAIL NE Y . iilk ..... '�F o. y PAUL K. MALE, P.E. & P.L.S. JOB LVzc�^� 24 Bog Meadow Run SHEET NO. 3 OF 4 P.O. Box 26 t SARATOGA SPRINGS, NEW YORK 12866 CALCULATED BY DATE S Io7 Phone (518) 583-8879 Fax (518) 583-9507 CHECKED BY DATE t' SCALE i \ FULL BASEMENT - AS QE0'JlREt> $Y cwNG l� 011 I t"CAST IN PLACE CONC R E T E P.T. 2 X$ SILL PLATE - WALLS BELOW C-GRADE TO BE - WATEQPQOOFED - AE30V E TO BE DAMPQOOFED. ( S u 4 QEINFOQCEMENT BAR 1� y Z TYPICAL FOUNDATION WALL 1 FTG. DETAIL OF NFK. O PAUL K. MALE, P.E. & P.L.S. JOB kuzerne- 24 Bog Meadow Run SHEET NO. Z OF 4 P.O. Box 26 SARATOGA SPRINGS, NEW YORK 12866 CALCULATED BY--------- DATE /07 Phone (518) 583-8879 Fax (518) 583-9507 CHECKED BY DATE SCALE (SEE MANUR PLANS) FINISN GRADE BY POMEOWNE12 E GENERAL CONTRACTOR, LL4 L El i !L-III--1 -7, 1 li dl!7 F:7-- ---i it III WATERPROOF BELOW GRADE DANIPPROOF A9OVF-GRADE, 77' J, Itt 4 QEINF.BAR (PIN) 2 X 4 STUD WALL 48' O.C, P.T� SILL PLATE INSULATE CAVITY W1 P- I I-r-INSW W/ FSK PAPEQ, CAST-IN-PLACE CONC. FTG. W1(2) :t 4 QEINF,BARS PEA GRAVEL BACKFILL (CONTINUOUS) N I I I I WRAP N FLTE32 FABRIC, 6'FTG.MAIN-QLN TO DRY WELL G.C. Z WONEOWNIM TO CO-OqONATF 4 i OF NE K. TYPICAL FOUNdATION WALL SECTION tot—O" FFF aj �. � •� I R� n.e�fsw�y. " L•_t�" -i=a�~ 1- III i� 10 40 k I l N CLoer h 16 .-.-.__._ __-._..--�-�..1 - - -• r n - N Gcrt7� L7caCT ( ; f r 1 1 L.r 2A,�Z4" 12 eyyg.) 1 i I w I C� Ff stA. a s'-s'ots- oL;" le.- 2s'-o" I pF Ne � � x 1. The Builder is to provide and install a 3'diwneter minimum steel column with the required E column pad as shown. 2. Integral pilasters or equal required 10'•0"on center when backfill exceeds 4'.0"in height 3. Use adjustable jade posts to support the center girder. �O Paz 4. Do not change The column spacing. S. Provide sump purnp2nd pit as necessary. 6. Al I construction must be in accordance with all NYS and Local Building Codes. 7, The Builder is to verify The actual dimensions of on-site garage and bromway. 5+e b 1 e f�o u n dAM%40^ Pt MA S. Crawl space foundation requires a minimum LO'x 24"access opening,insect trod rodent proof Road 9. Locate any windanv open •ings in the foundation as required by the owner. 36 4.u z e nub W. The diagonal lines,in the foundaNion wall,indicate areas that must be kept lower to PAUL K. MALE, P.E. & P.L.S. accommodate the proposed garage door openings. 1 Sarazen Way N0 t of Q it. Foundation sizes reflectwoodto wood dimensionsof modular units,allowing P.O.Box26 CALcutAT®av pKM DATE tt�25/-75/07 sheathing and siding to overhang the foundaion. IfStyrofoam is used the SARATOGA SPRINGS,NEW YORK 12866 (ouWalion may be decreased by length and width to acobaurwate. Phone/Fax(518)583.8879 OIEGr£D 6v DATE 12. Reinforced Mworny Unit required at center bearing location_ 13. The 2waae and bteuevrav will be slab on tirade with 4-1oot frost walls. ..—